HomeMy WebLinkAbout99-06253t??3y }t 4 P k2 a
k? i
56
y
?X
b
t
t ?1
P jry
#
a.
41
t
Y ? M ?e
1 r ,.
S1
}
d ^H
?
2
Y
? t
??4
+
Y
SnT
F v?
F tl i
f la
}
six
T
z?Fi,
t
S
??
Sy
T
y
?F
t
M l?
L
4,45 ? ?- k
?
S 4>N?
l A .F;.
4S
Y
Y
' .ya..
T
f r
X
fg
g4
1
Y
N6
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
V.
DRB, INC. t/d/b/a SUPERIOR
HOMES and CRAIG E. DALLMEYER,
t/d/b/a ROLO COURT,
Defendants
V.
SET-RITE CONSTRUCTION,
Adl. Defendant
IN THE COURT OF COMMON PLEAS OF
CUMBERLAND COUNTY, PENNSYLVANIA
99-6253 CIVIL TERM
PRETRIAL CONFERENCE
At a pretrial conference held June, 19, 2002, before
Edward E. Guido, Judge, present for the Plaintiffs was Andrew C.
Shealy, Esquire; and for Defendant Craig E. Dallmeyer, L. C. Heim,
Esquire; and for Defendant DRB, Inc., t/d/b/a Superior Homes,
Melvine E. Newcomer, Esquire; and for Defendant Rolo Court,
Stephen L. Banko, Jr., Esquire.
This is a construction case that will take
approximately one day to try. All counsel are available to to
select the jury on the morning of July, 8, 2002. However, counsel
for Defendant Rolo Court is not available on the afternoon of July
8th or the morning of July 9th. Trial in this matter can commence
at 1:00 on July 9, 2002.
The parties are directed to premark all of their
exhibits, and to exchange the exhibit list with each other on or
before June 28, 2002. Any motions in limine with supporting
authority shall be filed by close of business on July 3, 2002.
Any responses with supporting authority shall be filed at the
commencement of jury selection.
--
While there has been some settlement discussions, and
the parties are only $2500.00 apart, settlement does not appear to
be likely.
By the Court,
Andrew C. Sheely, Esquire
For Plaintiffs
L. C. Heim, Esquire
For Defendant Craig E. Dallmeyer
Melvin E. Newcomer, Esquire
For Defenadnt DRB, Inc.,
t/d/b/a Superior Homes
Stephen L. Banko, Jr., Esquire
For Adl. Defendant Set-Rite Construction
Court Administrator
it
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
VS.
DRB, INC. t/a and d/b/a
SUPERIOR HOMES and CRAIG
E. DALLMEYER, t/a and d/b/a
ROLO COURT,
Defendants
: IN THE COURT OF COMMON PLEAS OF
: CUMBERLAND COUNTY, PENNSYLVANIA
99 - 6253
CIVIL ACTION - LAW
PRETRIAL MEMORANDUM OF PLAINTIFFS
1. STATEMENT OF RELEVANT FACTS TO LIABILITY
On October 16, 1997, Plaintiffs and Defendant DRB, Inc.,
trading and doing business as superior Homes, signed a written
retail sales contract (hereinafter referred to as "Purchase and
Installation Agreement") for the purpose of selling and installing
a new manufactured home and appurtenances thereto on Plaintiffs,
leased lot in the Rolo Court, a mobile home park in Mechanicsburg,
Cumberland County, Pennsylvania.)
The cost of the new manufactured home was Forty-Eight
Thousand, Nine Hundred Fifty dollars ($48,950.00).
The Agreement provided that DRB, INC., trading and doing
business as superior Homes, would install and set up a new 1998
Liberty manufactured home, together with tie downs, front and rear
steps, skirting along with other equipment as specifically set
forth in Purchase and Installation Agreement.
After moving to the new manufactured home, Plaintiffs
1 A copy of the Purchase and Installation Agreement is attached
to the Complaint as Exhibit "A".
reviewed the Liberty Homes Installation Mnnunl2 provided with the
manufactured home and dincovorod numerous defects concerning the
installation of the manufncturod home. The defects and
deficiencies and inconsistencies cnn be summarized as follows:
A. Improper footor plncomont in violation of section
4.2.2 of the Liberty Homes Installation Manual so as to
protect the manufactured home from the affects of frost on
the ground supporting the mnnufneturod home; and
B. improper pior plncomont contrary to Chapter 4 -
Foundations as specifically provided for in the Liberty Homes
Installation Manual so as to protect against wind damage; and
C. Improper proper tie-down and anchoring placement
contrary to chapter 5 - untitled Sot-Up Procedures as
specifically provided for in the Liberty Homes Installation
Manual so as to protoct against wind damage; and
D. Improper skirting contrary to Section 5.6.4 of
Chapter 5 - entitled Sot-Up Procedures as specifically
provided for in the Liberty Homes Installation Manual; and
E. Improper drainage systom requirements in accordance
with Section 8.3.1 - 8.3.2 of Chapter 8 - entitled utility
System Connection and Testing as specifically provided for in
the Liberty Homes Installation Manual; and
F. Impropor installation requirements so as to prevent
moisture, air and weather elements from the interior of the
manufactured home ns specifically provided for in the Liberty
Homes Installation Manual; and
G. Impropor olortrical cross-over connection systems
and requirements in accordance with Section 8.3.1 - 8.6 -
0.6.5 of Chapter 0 - entitled utility system connection and
Testing as specifically provided for in the Liberty Homes
Installation Manual; and
H. Improper installation of chassis bonding materials
in accordance with Section 5.3 - 5.5 of Chapter 5 - entitled
Sot-Up Procedures as specifically provided for in the Liberty
Homes Installation Manual; and
2. A copy of the Liberty Homes Installation Manual is attached to the
Complaint as Exhibit °8".
2
I. No electrical flash rings between light canopies and
vinyl siding in a quality and workmanlike manner and in
accordance with requirements as specifically provided for in
the Liberty Homes Installation manual;
J. Improper grading and site preparation requirements in
a quality and workmanlike manner and in accordance with
Chapter 3 of the Liberty Homes Installation manual.
As a result of these installation defects and deficiencies,
Plaintiffs continue to experience numerous problems associated
with the manufactured home, including warped door frames, bowed
walls, damaged drywall, trim damage, cracks and substantial
movement in the foundation. Plaintiffs are concerned that the
home may eventually collapse due to poor installation and set up.
As to Count 1 (breach of contract), Plaintiffs will
demonstrate that Defendant Superior Homes sold Plaintiffs a
manufactured home for the price of $48,950.00 and that Defendant
Superior Homes failed to comply with the terms of the retail sales
contract, namely failing to install and set up the home in
accordance with the manufacturers installation manual.
In addition, Federal law is clear that the responsibilities
of the dealer to comply with manufacturer installation procedures
and federal regulations continue through delivery and installation
of the manufactured home at the residence of the purchaser. 24
CFR Section 3282.252 (b) (Prohibition of Sale).
As to Count 2 (Negligence), Plaintiffs will demonstrate that
Defendant Superior Homes failed to reasonably install Plaintiffs'
a manufactured home pursuant to the terms of retail sales contract
3
and the instruction manual accompanying the manufactured home.
Plaintiffs will demonstrate that Defendant Superior Homes failed
to use reasonable care in setting up or providing for the
installation of the manufactured home causing Plaintiffs to incur
damages to the manufactured home, including warped doors, drywall
damage and cracked trim.
As to Count J (broach of warranty of habitability),
Plaintiffs will demonstrate the existence of a retail sales
contract with Defendant Superior Homes and that Plaintiffs were
unable to obtain an occupancy permit from upper Allen Township and
are uttnblo to Hull the home in its current condition.
AH to Count 4, captioned Unfair Trade Practices, Plaintiffs
will dumonntrnt:o that Defendant Superior Homes engaged in unfair
and docuptivo trade practices by failing to meet the terms of the
agreement nH Hot: forth above, namely failing to install a
manufactured home in accordance with Federal Law and in accordance
with the innt:nllation procedures and manual.
AH to Count 5, captioned breach of implied warranty of
itnhitnhllity, Plaintiffs will demonstrate that Craig E. Dallmeyer,
trading and doing business as Role Court, entered into a lease
agroomont with Plaintiffs by allowing them to rent a lot which was
not Huitablo for the use intended. Specifically, Plaintiffs will
address the sloped nature of the lot and a large tree root on the
lot which impact manifest the damages to the manufactured home.
II. STATEMENT OF THE BASIC FACTS FOR DAMAGES
4
Plaintiffs seek damages in an amount equal to the cost to
place them in the same position they would have been had Defendant
Superior Homes properly installed the manufactured home.
Plaintiffs will provide testimony as the nature of the damages at
trial, including costs to move the home and properly install the
manufactured home in accordance with the manufacturers
installation manual. The costs presently exceed $15,000.00.
In addition, Plaintiffs aver that Defendant Rolo Court has
failed to provide a lot space which can be used for the uses in
which it was intended in accordance with the law of implied
warranty of habitability. The lease rate is $235.00 per month.
Plaintiffs have filed a claim in accordance with
Pennsylvania's Unfair Trade Practices Act which authorizes an
award equal to three times the amount of actual damages, plus
reasonable counsel fees. Plaintiffs have incurred counsel fees
and costs to date in excess of $2,000.00
III. PRINCIPAL DISPUTED ISSUES: LIABILITY AND DA-MASS
Plaintiffs claim that Defendants breached the purchase/sale
contract by failing to install the manufactured home in accordance
with the installation procedures and federal law. Plaintiffs
further aver that Defendant Superior homes negligently installed
the manufactured home and breached the warranty of habitability
and the Pennsylvania Unfair Trade Practices Statute which
authorizes treble damages, fees and costs. Plaintiffs further
5
claim that Defendant Craig Dalemeyer, trading as Rolo Court,
violated the warranty of habitability regarding the condition of
the leased lot.
The issue of liability and damages have been contested by
all Defendants.
IV. LEGAL ISSUES REGARDING ADMISSIBILITY OF TESTIMONY OR
EXHIBITS
Plaintiffs do not anticipate any objections to the exhibits
listed below, with the exception of a video taken by Plaintiff of
the area in question. Plaintiffs would be willing to make copies
of the video available to the parties in advance of the trial.
V. IDENTITY OF WITNMSES
1. Plaintiffs; and
2. Harvey Shuler, Mobile Home Transporter; and
3. William Benko, agent of Liberty Homes (manufacturer of
home; and
4. Mark Conte, Pennsylvania Department of Community and
Economic Development, HUD Housing Code Administrator; and
5. East Coast Contracting Representative Kostelac; and
6. John F. Boyer, Jr., Director Pennsylvania HUD, DCED.
7. All witnesses listed and/or called by any other party; and
8. Andrew C. Sheely, Esquire, if stipulation cannot be
obtained as to costs and counsel fees.
6
9. Upper Allen Township representative.
10. Defendants hereby reserve its right to list and/or call
additional witnesses, with reasonable notice being provided.
VI. LIST OF EXHIBITS
1. Photographs and video of the defects in set-up of
manufactured home and condition of home as of October 2001,
including condition of ground surface upon which home is located;
and
2. Estimate of Harvey Shuler to tear down, move and set up
manufactured home dated October of 2001;
3. Estimate of East Coast Contracting to install appropriate
concrete footers and piers as required by the installation manual;
and
4. Original Contract and installation manual as produced and
executed by Defendant Superior Homes; and
5. Pennsylvania Bureau Corporation records showing fictitious
name registration notice as of commencement of action; and
6. Summary of Attorney Fees and Costs incurred by Plaintiffs.
7. Estimate of incomplete items and costs paid for by
Plaintiffs since initial installation of home.
8. Letters/correspondence from DCED regarding condition of
home and areas of defect in installation issued by Mark Conte.
7
VII. STATUS OF sETTLENENT,NEaOTIATIONS
Plaintiffs seek an amount of damages equal to the costs
necessary to place them in the position for which they bargained,
the installation of a new home, plus costs and reasonable Attorney
fees.
Defendant Superior homes has not presented an offer which
meets Plaintiffs' request. Settlement has been further
complicated by Additional Defendant Set Rite Home's withdrawal of
all previous settlement offers submitted. No offers have been
suggested from Defendant Rolo Court.
Date: June 13, 2002
Respectfully submitted,
A& a J--tA-
Andrew C. Sheel ire
Attorney for Defendants
127 S. Market Street
P.O. Box 95
Mechanicsburg, PA 17055
717-697-7050
717-697-7065 (fax)
8
CERTIFICATE OF SERVICE
I, Andrew C. Sheely, Esquire, hereby certify that I am this
day serving the foregoing Pretrial Memorandum upon the following
named individual this day by depositing same in the United States
Mail, First Class, postage prepaid, at Mechanicsburg,
Pennsylvania, addressed as follows:
Court Administrator
Cumberland County Courthouse
Third Floor
Carlisle, PA 17013
Melvin E. Newcomer, Esquire
339 North Duke Street
P.O. Box 539
Lancaster, PA 17608-0539
L.C. Heim, Esquire
Katherman & Heim
345 East Market Street
York, PA 17403
Stephen L. Banko, Jr., Esquire
Margolis Edelstein
3510 Trindle Road
Camp Hill, PA 17011
Date: June 13, 2002
ndrew C Sheely,
IN THE COURT OF COMMON PLEAS OF CUMBERLAND COUNTY, PENNSYLVANIA
CIVIL ACTION - LAW
I
j RANDY L. CLARK and s
TERRY D. CLARK, s
Plaintiffs 99-6253
I =
Va. s
s CIVIL ACTION - LAW
DRB, INC. t/a and d/b/a s
SUPERIOR HONES and CRAIG s
E. DALLMEYER, t/a and d/b/a
ROLO COURT, s
Defendants :
s
Va. s
SET RITE CONSTRUCTION,
Additional Defendant
PRE-TRIAL CONFERENCE MEMORANDUM OF DEFENDANT, DRB, INC.
t/a SUPERIOR HOMES
1. STATEMENT OF FACT - LIABLILITY
Defendant Superior Homes is in the business of selling
1
manufactured housing. In October, 1997, Defendant sold a 1998
r
Liberty manufactured home to Plaintiffs, which home was placed .
x'
j on a mobile home site in Rolo Court, a mobile home park.
z
?
At the time of purchase of the home, Plaintiffs elected not e
to have footers installed under the home. Footers were not '
required at that time. Plaintiffs applied for a building permit
b
e no
from Upper Allen Township and indicated that there would
r
foundation/footers. Defendant delivered the home to the site,
and Set Rite Construction, the Additional Defendant, set the
home at the site. Plaintiffs subsequently received an occupancy
permit from Upper Allen Township.
Plaintiffs have sued Defendant alleging breach of contract,
negligence, breach of warranty of habitability and
merchantability, unlawful acts and trade practices and breach of
implied warranty of habitability. Plaintiffs have lived in the
home since early November, 1997, and have not made repairs to
the home.
Defendant Superior Homes asserts that the home was properly
installed and that it has no liability to Plaintiffs in this
matter.
II. STATEMENT OF FACTS - DAMAGES
Plaintiffs have alleged that the sum of $11,350.00 is owed
as damages for items which Defendant Superior Homes failed to
properly complete. Defendant Superior Homes believes that no
amounts are due and owing to Plaintiffs.
III. STATEMENT OF ISSUES
A. Liability.
1. Whether Defendant was legally obligated to install
a manufactured home in strict conformity with the manufacturer's
recommended installation guide.
2
2. Whether the Township's issuance of a building
permit and certificate of occupancy evidence Defendant's proper
installation of the home.
3. Whether Plaintiffs' election to not have footers
installed bars a claim for recovery for that alleged damage.
4. Whether Defendant properly installed the
manufactured home.
B. Damages.
1. Plaintiffs' ability to recover damages for breach
of warranty of habitability where Plaintiffs have resided in the
home continuously since the date of installation.
2. Amount of damages, if any, to which Plaintiffs are
entitled.
IV. SUMMARY OF LEGAL ISSUES
Defendant Superior Homes is not aware of any legal issues
regarding admissibility of testimony or exhibits.
V.
A. D. Ray Broderick - Owner of DRB, Inc.
B. Donald R. Broderick, II - Employee of Superior Homes
C. William Banko - Service Representative for Liberty
Homes
D. Defendant Superior Homes reserves the right to call any
of the parties or other witnesses identified by other parties.
3
E. Defendant Superior Homes may call a representative of
Upper Allen Township to testify concerning the building permit
and the issuance of the certificate of occupancy.
IV. EXHIBITS
A. Purchase Agreement for Manufactured Home.
B. Letter dated November 19, 1997 from the United States
Department of Housing and Urban Development identifying the
effective date of the Commonwealth of Pennsylvania's authority
to monitor installation of mobile homes.
C. Building Permit from Upper Allen Township.
D. Certificate of Occupancy from Upper Allen Township.
E. Invoice from Set Rite Construction to Superior Homes
for installation of manufactured home.
F. Applicable provisions of BOCA Code in effect in Upper
Allen Township.
VII. CURRENT STATUS OF SETTLEMENT NEGOTIATIONS
Defendant Superior Homes has set forth an offer to
Plaintiffs and is waiting to hear from Plaintiffs concerning
that offer. Additional Defendant Set Rite construction had
originally made an offer at the time of the arbitration but has
4
a
been unwilling to contribute any sums to a possible resolution
of this matter.
KLUXEN WCOME
By:
Me n E. comer, Esquire
Attorney for efendant,
DRH, INC. t/d/b/a
MZRIOR HOMES
Attorney I.D. No. 27605
339 North Duke Street
P..O. Box 539
Lancaster, PA 17608-0539
(717) 393-7885
yN3 T?SSy 1 } 1s!
`3 t?'yg,p
s r`k+ +
HaS
z QR
r
f:? +1J'j'A
o ?r (
f !pY
^Y
1.
rv
CERTIFICATE OF SERVICE
I hereby certify that on June 13, 2002, a copy
of the Pre-trial Conference Memorandum was served via first-
class mail, postage prepaid, on the following person(s):
Andrew C. Sheely, Esquire
127 South Market Street
P. O. Box 95
Mechanicsburg, Pennsylvania 17055
L.C. Heim, Esquire
345 East Market Street
York, PA 17403
Stephen L. Banko, Esquire
Margolis Edelstein
3510 Trindle Road
Camp Hill, PA 17011
By:? WNW v
Mel in E. omer, Esquire
Attorney for D fendant,
DRB, INC., t/d/b/a
SUPERIOR HOMES
Attorney I.D. No. 27605
339 North Duke Street
P.O. Box 539
Lancaster, PA 17608-0539
(717) 393-7885
Dated: June 13, 2002
6
M
a
w ? O
W
O OY
M '
>
La a
4 W
u u
W w ra • Q
4-4
PP
CCC
tl
?
Q Py m p O u N t
N
Z pp
Q?
44 t; 44 Q
.
O4
?p
y?
e N q W u Z? PC O
,
Y
,
8?" ?
?
° •
? ?? ?
?
H ..7 u
?
a
G tl <bS
??
$u Ct NNpll
z .0
? Cf.
~
FFMM
N q {NWyb
til y? Q
yy
M a O
G a
W
A RJ
L. C. Heim
KATHERMAN & HEIM
Attorney I.D. No. 23155
345 East Market Street
York, PA 17403
(717) 854-5124
4 (C JUN 1-2002
Attorneys for Plaintiffs
IN THE CUMBERLAND COUNTY COURT OF COMMON PLEAS
RANDY L. CLARK, and
TERRY D. CLARK, his wife
Plaintiffs
VS.
DRB, INC. t/a SUPERIOR HOMES
and CRAIG E. DALLMEYER t/a
ROLO COURT
Defendants
VS.
SET-RITE CONSTRUCTION
Additional Defendant
Civil Action - LAW
No. 99-6253 Civil Term
Defendant Dallmeyer's
Pre-Trial Conference Memorandum
A. STATEMENT OF FACTS REGARDING LIABILITY:
This cause of action arises from the sale of a mobile home to
plaintiffs in October of 1997 by defendant DRB, Inc., which home was placed on
a lot in a mobile home park that was formerly owned by defendant Dallmeyer, but
transferred from his name on August 19, 1997.
B. STATEMENT OF FACTS REGARDING DAMAGES:
Plaintiffs claim that the mobile home pad is defective, deficient and
not habitable, and seek abatement of the rent and damages to regrade the lot.
C. STATEMENT OF THE PRINCIPAL ISSUES OF LIABILITY
AND DAMAGES:
Defendant Dallmeyer's grantee did not promptly file an amendment
to the fictitious name filing for the name "Bolo Court" with the Secretary of the
Commonwealth. The deed transfer, however, is a matter of public record in the
Office of the Recorder of Deeds of Cumberland County.
D. SUMMARY OF LEGAL ISSUES:
1. Can liability attach to defendant Dallmeyer on a rental contract to
which he was not a party, on land that he no longer owned, predicated solely upon
the real owner's failure to promptly amend the fictitious name filing?
2. Does the implied covenant of habitability extend to a mobile home
lot and pad?
3. Can the plaintiffs claim the lot is not inhabitable and seek a total
abatement of rent while they continue to reside on the lot?
E. IDENTITY OF WITNESSES TO BE CALLED:
1. Cathy Whitsel
F. EXHIBITS:
1. Land transfer documents.
2
G. CURRENT STATUS OF SETTLEMENT NEGOTIATIONS:
No demand nor offer has been made.
Respectfully Submitted,
KATHERMAN & HEIM
By:
Attorney for Defendant
Dallmeyer
3
CERTIFICATE OF SERVICE
The undersigned hereby certifies that a true and correct copy of the foregoing was
served upon the following person on this date by depositing a copy of same in the
United States mail, postage prepaid, addressed as follows:
Stephen L. Banko, Jr., Esquire
Margolis Edelstein
P.O. Box 932
Harrisburg, PA 17108-0932
Andrew C. Sheely, Esquire
127 S. Market Street
P.O. Box 95
Mechanicsburg, PA 17055
Melvin E. Newcomer, Esquire
Kluxen & Newcomer
P.O. Box 539
Lancaster, PA 17608-0539
DATE:
Heim
torncy for Craig E. Dallmeyer
1(o
D. No. 23155
KATHERMAN & HEIM
345 E. Market Street
York, Pa 17403
(717) 854-5124
it '
a. 4 ;JUr,, 1 K02
STEPHEN L. BANKO, JR., ESQUIRE
Pa. Supreme Court 1. D. No. 41727
MARGOLIS EDELSTEIN
P.O. Box 932
Harriaburg, PA 17108-0932
3510 Trindle Road
Camp Hill, PA 17011
Telephone: (717) 975-8114
FAX: (717) 975-8124
Attorney for Additional
Defendant Set-Rite
Conotruction
IN THE COURT OF COMMON PLEAS OF
CUMBERLAND COUNTY, PENNSYLVANIA
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
V.
DRB, INC. t/a and d/b/a SUPERIOR
HOMES and CRAIG E. DALLMEYER, t/a
and d/b/a ROLO COURT,
Defendants
V.
SET-RITE CONSTRUCTION,
Additional
Defendant
CIVIL ACTION - LAW
NO. 99-6253 Civil Term
PRE-TRIAL CONFERENCE MEMORANDUM OF ADDITIONAL DEFENDANT
SET-RITE CONSTRUCTION
I. STATEMENT OF THE FACTS AS TO LIABILITY
This action arises out of the alleged improper installation '
of a double-wide pre-manufactured home. The home was purchased ?r
by Plaintiffs from original Defendant, DRB, Inc, t/a Superior
Homes, and placed on a lot owned by original Defendant, Craig E.
Dallmeyer. Additional Defendant, Set-Rite Construction, was
4i
? i1d? ihired by DRS, Inc. to attach the two halves. It was not
4 0
responsible for any other site work or preparation. Plaintiffs
allege that the home was installed in an improper fashion
resulting in property damage and out-of-pocket expenses.
Plaintiffs further allege that the home was set up in a manner
inconsistent with the manufacturer's specifications and in
violation of Upper Allen Township ordinances. Set-Rite was
joined as an Additional Defendant by DRB, Inc. Set-Rite denies
that it had any responsibility for anything more than connecting
the two halves of the pre-manufactured home, for which it was
paid $800.00.
II. STATEMENT OF DAMAGES
See Plaintiffs' Pre-Trial Conference Memorandum.
III. STATEMENT AS TO ISSUES OF LIABILITY AND DAMAGES
a. Negligence;
b. Substantial factor; and
c. Damages sustained by Plaintiffs.
IV. SUMMARY OF LEGAL ISSUES
There are no unusual legal issues involved in this case.
V. IDENTITY OF WITNESSES
a. Plaintiffs - as on cross-examination;
2
b. Craig E. Dallmeyer - as on cross-examination;
C. D. Ray Broderick, President of DRB, Inc. - as on cross-
examination; and
d. Mervin Rutt t/a Set-Rite Construction.
In addition to these witnesses, Additional Defendant reserves the
-right to call as a witness at the time of trial, any person
identified in the other parties' pre-trial memoranda, or as
necessary for the purposes of rebuttal.
VI. LIST OF EXHIBITS
a. Invoice from Set-Rite Construction to Superior Homes
dated November 3, 1997.
In addition to this exhibit, Additional Defendant reserves the
right to utilize any exhibit identified in the other parties'
pre-trial memoranda, or as necessary for the purposes of
rebuttal.
VII. CURRENT STATUS OF SETTLEMENT NEGOTIATIONS
Unknown.
S'
YV
r4
r
3
i%
'VIII. ESTIMATED TIME NEEDED FOR TRIAL
Two days.
MARGOLIS EDELSTEIN
By: V 1"11
StbOhd L. Banko, Jr.
Attorney I.D. No. 41727
P. O. Box 932
Harrisburg, PA 17108-0932
3510 Trindle Road
Camp Hill, PA 17011
(717) 975-8114
(717) 975-8124 FAX
Counsel for Additional Defendant,
Set-Rite Construction
4
I
I hereby certify that a copy of the foregoin was served
upon counsel of record on the 3 day of _ ,
2002, by United States First Class Mail, postage prepaid,
addressed as follows:
Andrew C. Sheely, Esquire
127 South Market Street
P. 0. Box 95
Mechanicsburg, PA 17055
(Attorneys for Plaintiffs)
L. C. Heim, Esquire
Katherman & Heim
345 East Market Street
York, PA 17403
(Attorneys for Defendant
Craig E. Dallmeyer)
Melvin E. Newcomer, Esquire
Kluxen & Newcomer
P. O. Box 539
339 North Duke Street
Lancaster, PA 17608-0539
(Attorneys for Defendant DRB, Inc. t/d/b/a
Superior Homes)
Barbara J. Smith
(Secretary)
A
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
vs.
DRB, INC. t/a and d/b/a
SUPERIOR HOMES and CRAIG
E. DALLMEYER, t/a and d/b/a
ROLO COURT,
Defendants
s
s
s
s
s
s
IN THE COURT OF COMMON PLEAS OF
CUMBERLAND COUNTY, PENNSYLVANIA
99 - ( 40 a 53
C?` Q Te rM
CIVIL ACTION - LAW
N O T I C E
You have been sued in court. If you wish to defend against
the claims set forth in the following pages, you must take action
within twenty (20) days after this complaint and notice are
served, by entering a written appearance personally or by attorney
and filing in writing with the court your defenses or objections
to the claims set forth against you. You are warned that if you
fail to do so the case may proceed without you and a judgment may
be entered against you by the court without further notice for any
money claimed in the complaint or for any other claim or relief
requested by the plaintiff. You may lose money or property or
other rights important to you.
YOU SHOULD TAKE THIS PAPER TO YOUR LAWYER AT ONCE. IF YOU DO
NOT HAVE A LAWYER OR CANNOT AFFORD ONE, GO TO OR TELEPHONE THE
OFFICE SET FORTH BELOW TO FIND OUT WHERE YOU CAN GET LEGAL HELP.
CUMBERLAND COUNTY BAR ASSOCIATION
2 LIBERTY AVENUE
CARLISLE, PENNSYLVANIA 17013
(717) 249-3166
BY
Andrew C. Sheely, Es ire
PA. I.D. No. 62469
127 S. Market Street
P.O. Box 95
Mechanicsburg, PA 17055
717 697-7050
Attorney for Plaintiffs
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
Vs.
DRB, INC. t/a and d/b/a
SUPERIOR HOMES-and CRAIG
E. DALLMEYER, t/a and d/b/a
ROLO COURT,
Defendants
: IN THE COURT OF COMMON PLEAS OF
: CUMBERLAND COUNTY, PENNSYLVANIA
s 99 - .2 ?r3 ??--
: CIVIL ACTION - LAW
s
s
s
Plaintiffs, Randy L. Clark and Terry D. Clark, by and through
counsel of Andrew C. Sheely, Esquire, hereby file this Complaint
against the named Defendants and respectfully allege as follows:
1. Plaintiffs, Randy L. Clark and Terry D. Clark, are adult
individuals who reside at 78 Rolo Court, Mechanicsburg, Cumberland
County, Pennsylvania.
2. Defendant is DRB, INC., a Pennsylvania corporation
trading and doing business as superior Homes, with a principal
place of business at 2187 Lincoln Highway East, Lancaster County,
Pennsylvania 17241.
3. Defendant Craig E. Dallmeyer is an adult individual
trading and doing business as Rolo Court with a principal place of
business at 4775 N. Sherman Street Extended, Box 1, RD #1, Mt.
Wolfe, Pennsylvania, and operating the Rolo Court Mobile Home Park
in Mechanicsburg (Upper Allen Township), Cumberland County,
Pennsylvania.
4. Plaintiffs currently lease lot No. 78 in the mobile home
park operated by Defendant Craig E. Dallmeyer, trading and doing
1 , r ? r
A
business as Role Court.
5. On or about October 16, 1997, Plaintiffs and Defendant
DRB, Inc., trading and doing business as Superior Homes, signed a
written retail sales contract (hereinafter referred to as
"Purchase and Installation Agreement") for the purpose of selling
and installing a new manufactured home and appurtenances thereto
on Plaintiffs' leased lot in the Role Court Mobile Home Park in
Mechanicsburg, Cumberland County, Pennsylvania. A copy of the
Purchase and Installation Agreement is attached hereto as Exhibit
„A„.
6. In exchange for Plaintiffs agreement to pay Defendant
ORB, Inc., trading and doing business as superior Homes, Forty-
Eight Thousand, Nine Hundred Fifty dollars ($48,950.00), Defendant
DRB, Inc., trading and doing business as Superior Homes, agreed to
sell, install and set up a new 1998 Liberty manufactured home,
together with tie downs, front and rear steps, skirting along with
other equipment as specifically set forth in Exhibit "A".
7. In addition to installing and setting up the mobile home,
Defendant DRB, Inc., trading and doing business as superior
Homes, agreed in the Purchase and Installation Agreement to
connect water and sewer and connect 200 amp service as
specifically set forth in Exhibit "A".
8. The manufactured home purchased by Plaintiffs and sold by
Defendant DRS, INC., trading and doing business as Superior Homes,
included a Liberty Homes Installation manual which set forth
specifications for the installation of the manufactured home. A
2
copy of the installation manual is attached hereto as Exhibit "B"
9. Subsequent to installation of the manufactured home,
Plaintiffs began noticing shifting of the home which resulted in
bowing and movement of walls, buckling of connections and doors
which were impaired by shifting door frames.
10. On or about February 9, 1999, Plaintiffs discovered and
were advised by an agent of the Pennsylvania HUD Code Housing
Administrator that the mobile home installed by Defendant DRB,
Inc., trading and doing business as superior Homes, was defective
and deficient in that:
A. The manufactured home was not protected from the
effects of frost; and
B. Concrete block piers supporting the manufactured home
were not properly constructed or installed with the approved
design; and
C. The manufactured home was not properly protected from
windstorms; and
D. Vinyl skirting enclosed the crawl space below the
manufactured home was not properly vented; and
E. A sewage drain line was not properly supported; and
F. Materials were deficient for proper floor
installation; and
G. Electrical cross-over connection devices were not
protected from damage and moisture; and
H. The chassis of the manufactured home was not properly
bonded together; and
I. No flash rings were installed between porch light
canopies and vinyl siding; and
J. The exterior grading of the lot was improperly
constructed so as to allow moisture to develop under the
home.
3
11. Upon further investigation and review of the Liberty
Homes Installation Manual, Plaintiffs discovered the following
defects and deficient conditions:
A. The manufactured home was not installed in accordance
with proper footer placement in violation of section 4.2.2 of
the Liberty Homes Installation Manual so as to protect the
manufactured home from the effects of frost; and
B. The manufactured home was not installed in accordance
with proper pier placement in accordance with chapter 4 -
Foundations as specifically provided for in the Liberty Homes
Installation Manual so as to protect against wind damage; and
C. The manufactured home was not installed in
accordance with proper tie-down and anchoring placement in
accordance with Chapter 5 - entitled Set-Up Procedures as
specifically provided for in the Liberty Homes Installation
Manual so as to protect against wind damage; and
D. The manufactured home was not installed in
accordance with proper skirting requirements in accordance
with Section 5.6.4 of Chapter 5 - entitled Set-Up Procedures
as specifically provided for in the Liberty Homes
Installation Manual; and
E. The manufactured home was not installed in accordance
with proper drainage system requirements in accordance with
Section 8.3.1 - 8.3.2 of Chapter 8 - entitled Utility System
Connection and Testing as specifically provided for in the
Liberty Homes Installation Manual; and
F. The manufactured home was not installed in
accordance with proper installation requirements so as to
prevent moisture, air and weather elements from the interior
of the manufactured home as specifically provided for in the
Liberty Homes Installation Manual; and
G. The manufactured home was not installed in
accordance with proper electrical cross-over connection
systems and requirements in accordance with Section 8.3.1 -
8.6 - 8.6.5 of Chapter 8 - entitled Utility System Connection
and Testing as specifically provided for in the Liberty Homes
Installation Manual; and
H. The manufactured home was not installed with chassis
bonding materials in accordance with Section 5.3 - 5.5 of
Chapter 5 - entitled Set-Up Procedures as specifically
provided for in the Liberty Homes Installation Manual; and
4p
?i.
I r •
I. The manufactured home was not installed with proper
electrical flash rings between light canopies and vinyl
siding in a quality and workmanlike manner and in accordance
with requirements as specifically provided for in the Liberty
Homes Installation Manual;
J. The manufactured home was not installed with proper
grading and site preparation requirements in a quality and
workmanlike manner and in accordance with Chapter 3 of the
Liberty Homes Installation Manual.
I:
12. On or about February 12, 1999, Plaintiffs were contacted
by officials of the Township of Upper Allen who advised Plaintiffs
that the manufactured home installed by Defendant DRB, Inc.,
trading and doing business as Superior Homes, did not comply with
the 1993 Building Code of the Township of Upper Allen.
13. Plaintiffs were advised by an agent of the Township of
Upper Allen that the mobile home installed by Defendant DRB, Inc.,
trading and doing business as Superior Homes, was defective and
deficient in that:
A. Footings were not installed in accordance with
the Liberty Homes Installation Manual; and
B. Footings were not protected from frost action;
and
C. Support piers for the manufactured home were not
installed in accordance with the Liberty Homes Installation
Manual; and
D. Tie downs and anchoring devices were not
installed in accordance with the Liberty Homes Installation
Manual; and
E. ventilation was not provided to cross-ventilate
the space under the home; and
F. Plastic piping under the home was not installed
properly; and
5
G. Electrical connections and bonding were not
inspected or approved by a third party electrical inspection
agency; and
H. Stairs to and from the manufactured home did not
provide sufficient handrails; and
I. Stairs to and from the manufactured home were
not stable; and
J. Exterior grading on the lot was improper.
14. Subsequent to installation of the mobile home, the
mobile home shifted causing doors to stick and damages to the
interior walls caused by improper installation by the Defendant
DRB, Inc., trading and doing business as Superior Homes.
15. Plaintiffs have been unable to obtain an occupancy permit
from the Township of Upper Allen which has initiated proceedings
to cite Plaintiffs for violations of the Township building code.
16. Plaintiffs have repeatedly requested that both Defendants
correct the defects and deficiencies discussed above and no
efforts have been made by Defendants to correct said defects and
deficiencies.
COUNT 1
BREACH OF CONTRACT
CLARK v. DRB, INC., TRADING AS AND DOING BUSINESS AS
SUPERIOR HONES
17. Paragraphs 1 - 16 are hereby incorporated by reference
as if fully restated herein.
18. As a result of the aforesaid errors, omissions and defic-
iencies, Defendant DRB, Inc.,trading and doing business as
6
Superior Homes, breached the Purchase and Installation Agreement.
19. Plaintiffs substantially fulfilled all of their
obligations pursuant to the provisions of the Purchase and
installation Agreement attached as Exhibit "A".
20. As a result of Defendant DRB, Inc., trading and doing
business as Superior Homes's, breach of the Purchase and
Installation Agreement, Plaintiffs are required to spend the
following amounts in order to substantially complete the
installation of the new manufactured home in a quality and
workmanlike manner, and Defendant DRB, Inc., trading and doing
business as superior Homes, is liable to Plaintiffs for the follow-
ing amounts:
a. An amount of $7,000.00 for failing to
substantially complete and install footers to the
manufactured home in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building Code.
b. An amount
substantially compli
to the manufactured
manner according to
specifications, and
Code.
of S 500.00 for failing to
ate and install tie downs and anchors
home in a quality and workmanlike
installation plans and
the Upper Allen Township Building
C. An amount of $ 150.00 for failing to
substantially complete and install vinyl skirting in a
quality and workmanlike manner according to installation
plans and specifications, and the Upper Allen Township
Building Code.
d. An amount of S 100.00 for failing to
substantially construct and complete drain lines and
sewer connections in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building Code.
7
e. An amount of S 125.00 for failing to sub-
stantially construct and complete floor materials to the
manufactured home in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building Code.
f. An amount of 5150.00 for failing to
substantially complete and construct electrical system
and electrical cross-over connections to the
manufactured home in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building Code.
g. An amount of $ 100.00 for failing to
substantially complete or install bonding materials for
the chasis to the manufactured home in a quality and
workmanlike manner according to installation plans and
specifications, and the Upper Allen Township Building
Code.
h. An amount of S 75.00 for failing to sub-
stantially construct and complete flash rings to the
manufactured home in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building Code.
i. An amount of $ 2,500.00 for failing to
substantially complete and construct grading at the lot
so as to prevent the accumulation of water from damaging
the manufactured home.
J. An amount
tially complete and
the manufactured ho;
manner according to
specifications, and
Code.
of $ 150 00 for failing to substan-
construct proper ventilation below
ne in a quality and workmanlike
installation plans and
the Upper Allen Township Building
k. An amount of $ 350.00 for failing to
substantially complete and finish exterior stairways
to the manufactured home in a quality and workmanlike
manner according to installation plans and
specifications, and the Upper Allen Township Building
Code.
1. An amount of $ 150.00 to repair and correct doors
and cracked walls in the manufactured home.
WHEREFORE, Plaintiffs, Randy L. Clark and Terry D. Clark,
demand judgment against Defendant DRB, INC. t/a d/b/a superior
Homes, in the amount of $1.350.00, an amount within the
arbitration under the local rules of Court.
COUNT 2
NEGLIGENCE
CLARK v. DRS, INC., TRADING AS AND DOING BUSINESS AS
SUPERIOR HONES
21. Paragraphs 1 - 20 are hereby incorporated by reference
as if fully set forth herein.
22. Defendant DRB, INC., t/a and d/b/a Superior Homes,
negligently installed and erected the manufactured home without
adherence to a specific instruction and installation manual.
23. Defendant DRB, INC. negligently installed and erected the
manufactured home without adherence to the Upper Allen Township
Building Code.
24. Defendant DRB, INC. negligently installed and erected the
manufactured home in derogation of common installation and
accepted procedures.
25. As a result of Defendant DRB, INC.'s negligence,
Plaintiffs have suffered losses in excess of $11,350.00. °'yQ
WHEREFORE, Plaintiffs, Randy L. Clark and Terry D. Clark,
demand judgment against Defendant DRB, INC., t/a and d/b/a
Superior Homes, in the amount of $11.350.00, an amount within
the arbitration under the local rules of Court.
9
COUNT 3
BREACH OF WARRANTY OF HABITABILITY AND MERCHANTABILITY
CLARK V DRB INC TRADING AS AND DOING BUSINESS _ha
SUPERIOR HOMES
26. Paragraphs 1 - 25 are hereby incorporated by reference.
27. The sale and installation of a new manufactured home is
subject to all express and implied warranties of habitability and
merchantability.
28. As a result of the aforesaid defects in the construction
and completion of the new manufactured mobile home, Defendant,
DRB, INC., t/a and d/b/a Superior Homes breached the express and
implied warranties of habitability and merchantability with Plain-
tiffs.
29. As a result of the aforesaid defects and deficiencies in
the installation and erection of the manufactured home, Plaintiffs
have been unable to sell the manufactured home.
30. As a result of the aforesaid non-issuance of an occupancy
permit, Plaintiffs have sustained complete losses and are unable
to sell the manufactured home in its present condition.
31. Plaintiffs have paid $460.00 per month to Defendant DRB,
Inc., trading and doing business as Superior Homes, in accordance
with the agreement addressed above.
WHEREFORE, Plaintiffs, Randy L. Clark and Terry D. Clark,
demand judgment against Defendant DRB, INC., t/a and d/b/a
Superior Homes, in the amount of $48,900,00, together with
10
interest and previously paid installment payments, plus costs, an
amount which exceeds the arbitration under the local rules of
Court.
COUNT 4
UNLAWFUL ACTS AND TRADE PRACTICES
CLARK V DRB INC TRADING AS AND DOING BUSINESS AS
SUPERIOR_ HOMES
32. Paragraphs 1 - 31 are hereby incorporated by reference.
33. The offering of services primarily for personal, family
and household purposes is governed by the unfair Trade Practices
and Consumer Protection Law, 73 P.S. Section 201-1 et sea.
34. Defendants engaged in unfair and deceptive trade
practices in the following manners:
i. Representing that the new manufactured home
could be substantially installed and completed according
to installation procedures and manuals, and agreements
according to the agreed upon contract price of
$48,950.00, without substantially completing and
constructing a dwelling according to those agreements,
plans, and specifications; and
ii. failing to substantially complete and install
footers to the manufactured home in a quality and
workmanlike manner according to installation plans and
specifications, and the Upper Allen Township Building
Code; and
iii. failing to substantially complete and
install tie downs and anchors to the manufactured home
in a quality and workmanlike manner according to
installation plans and specifications, and the Upper
Allen Township Building Code; and
iv. failing to substantially complete and install
vinyl skirting in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building Code; and
v. failing to substantially construct and complete
11
drain lines and sewer connections in a quality and
workmanlike manner according to installation plans and
specifications, and the Upper Allen Township Building
Code; and
vi. failing to substantially construct and
complete floor materials to the manufactured home in a
quality and workmanlike manner according to installation
plans and specifications, and the Upper Allen Township
Building Code; and
vii. failing to substantially complete and
construct electrical system and electrical cross-over
connections to the manufactured home in a quality and
workmanlike manner according to installation plans and
specifications, and the Upper Allen Township Building
Code; and
viii. failing to substantially complete or install
bonding materials for the chasis to the manufactured
home in a quality and workmanlike manner according to
installation plans and specifications, and the Upper
Allen Township Building Code; and
ix. failing to substantially construct and
complete flash rings to the manufactured home in a
quality and workmanlike manner according to installation
plans and specifications, and the Upper Allen Township
Building Code; and
x. failing to substantially complete and construct
grading at the lot so as to prevent the accumulation of
water from damaging the manufactured home; and
xi. failing to substantially complete and
construct proper ventilation below the manufactured home
in a quality and workmanlike manner according to
installation plans and specifications, and the Upper
Allen Township Building Code; and
xii. failing to substantially complete and finish
exterior stairways to the manufactured home in a quality
and workmanlike manner according to installation plans
and specifications, and the Upper Allen Township
Building Code so as to allow Plaintiffs to obtain an
occupancy permit.
35. As a result of the aforesaid statements of fact and
actions, Defendant DRB, inc., t/a and d/b/a Superior Homes
12
violated the unfair Trade Practices and Consumer Protection Law,
73 P.S. Section 201-1 et sea.
WHEREFORE, Plaintiffs Randy L. Clark and Terry D. Clark,
demand judgment against Defendant DRB, Inc., t/a and d/b/a
Superior Homes, in the amount of $48.900.00, plus reasonable
attorney fees and court costs, and an amount determined by this
Honorable Court which in its discretion may award a judgment three
times the amount of the award which fairly represents the losses
sustained by Plaintiffs and any additional relief as deemed ne-
cessary and proper pursuant to 73 P.S. Section 201-9.2 et seg., an
amount which exceeds the levels of compulsory arbitration.
COUNT 5
BREACH OF IMPLIED WARRANTY OF HABITABILITY
PLAINTIFFS v. CRAIG E. DALLMEYER TRADING AND DOING
BUSINESS AS ROLO COURT
36. Paragraphs 1 through and including 35 are incorporated
herein as if set forth at length.
37. Defendant Craig E. Dallmeyer, trading and doing business
as Rolo Court, leases lot space to Plaintiffs at a rate of $235.00
per month in the mobile home park in which Plaintiffs reside.
38. At all times before and after the execution of the lease
with Defendant Craig E. Dallmeyer, trading and doing business as
Rolo Court, Plaintiffs were advised that the lot upon which their
home was located was suitable for the installation of a mobile
home.
13
39. Defendant Craig E. Dallmeyer, trading and doing business
as Rolo court, and his agents have been repeatedly provided with
notice from Plaintiffs and the Township of Upper Allen of the
defective conditions set forth above.
40. The Township of Upper Allen has advised Plaintiffs that
it will not issue a certificate of occupancy until the
deficiencies indicated in paragraph 9 above are corrected.
41. The defective and deficient conditions as outlined above
constitute material defects of a nature and kind which prevents
the use of lot 78 in the mobile home park for the use in which it
was intended.
42. Plaintiffs are entitled to an abatement of rent do to the
aforesaid defects and deficiencies.
43. Plaintiffs are entitled to termination of the obligation
to pay lot rent until the correction of the aforesaid defects and
deficiencies.
44. Plaintiffs are unable to relocate the manufactured home
absent of incurring substantial costs and fees in excess of
$1,500.00 to move the manufactured home.
45. Plaintiffs have continued to pay lot rent in excess of
$235.00 notwithstanding the refusal of the township to issue an
occupancy permit.
46. Defendant Dallmeyer is responsible for the grading and
condition of the lot upon which Plaintiffs mobile home is located.
47. Defendant Dallmeyer has refused to correct defective
grading on the lot as addressed above.
14
48. Defendant Dallmeyer has been unjustly enriched as a
result of the failure of the lot to meet the reasonable
requirements for rental purposes as a mobile home lot.
49. At all times Plaintiffs were advised by Defendant
Dallmeyer, his agents or representatives that the lot was suitable
for use as a mobile home lot.
WHEREFORE, Plaintiffs Randy L. Clark and Terry D. Clark,
demand judgment against Defendant Dallmeyer, t/a and d/b/a Rolo
Court, in an amount in excess of $6,600.00, together with
suspension and abatement of the current lot rent, or in the
alternative, an appropriate reduction in rent as determined by the
Court, together with court costs and any additional relief as
deemed necessary and proper, an amount requiring compulsory
arbitration.
Respectfully submitted,
Date: October 12, 1999
Andrew C. Shealy
I.D. No. 62469
127 S. Market S r et
P.O. Hox 95
Mechanicsburg, PA 17055
717-697-7050
Attorney for Plaintiffs
15
VERIFICATION
I verify that the statements made in this Complaint are true and
correct to the best of my knowledge and belief. I understand that
unsworn statements herein are made subject to the penalties of le Pa.
C.S.A. Section 4904, relating to unsworn falsification to authorities.
DATE: Octoberiz, 1999 -1" J dzk,?,
Te ry .)Clark
;i
a
X.
I .-
i,
y?
?i.
i
EXHIBIT "A"
SUNtHIUH HOMES
107 1 incoln I1wy Ena
/ I. ANCASUIL PENNSYLVANIA 17602
rF (717);)94.0:160--FAX (717);1976Fi11•I
rn n, m
e/M. Anr,., •s C 0L,,.r_
MAAT'1 1 /?,LL7i_ ?0.2? ? it"' lAlli ?,• f, )
1 v '
ua moue , . r--- ---- -- i
- s
l.t :I?C/rQ1aJ "! FdHEW ?.)--USED room ei?. m"SAeJtr?rIM*;; L.,W Y
OPTIONAL EOUIPMENT, LAOOn AND ACC,FSSORIES 8.?9cx1.
PRICE OF U__NIT is
__ AA.(
- ? 0 _OV.2- . .._ j _ Imnnvv rur,:,'ulrn _•_? _i,
ve ,
o .SUB TOTAL....ylc-..?..
q!dJ!len .IS1'$//eal
it. .54ur -or tri
--_UP c Fl?IKeT"-/c Fg:L 101111 111 it yy LbnJ ,v•,v, ill I.fllrr,nrnarl
u7fJL. T ?J2 I CAS M PIDCF j 1 p U
CL7L 1110A 1M! ._.
_'l'.lT?e__ J__ ?XC°!![[ffGG??-?'• _?Lr? u''4In1n1 rr9 rln,, j?Jw• III III
PAS
1/; 11,41
?TC/(jC_a- }?'E .?I+Cf? : yr rlln+trl a1 1 u,•1 -
L?R ___._ 9. Ilnpnld Bnlanrn n1 Cnnh Snlc Ihicn %I f'
..F T?_.?Ca2_ Sr/e?JS _ _.__
- nouns
If rl
la _ _-- -
11,5-00
/o
Y y- -
a (,O M(AA1 h s
4:7
Ilnll Ail rS ANN I111r5 A11r noiI1C1 Unf 11 IN Sri I ING r111Cr.
BALANCE CARRIED TO OPTIONAL EQUIPMENT j 111rr Anr m mmnl a ran of crcl INn
SCxPIxW,i WIN W Ir 1, _-
--? 7dl.SNf1C ./ MIR apmealr it cnnlnlns Illy mdlln undmslnnding belwcml you and mo and
//?y// na rllbm rrprnsrnlnlinn or inducommol, vorbnl or wrllten, bna been made
-- __- '?l , / / Which Is lint C011191and In 11114 conimir1.
--
I Oil IVE, ACKNr nyl EDGE RICEIP t Or A COPY Of 1111s ORDER AND T IIAr
/HAUI.dN DED/ W fig Hr I iVU RI'1 1 ur n11.R 1 I ui 11 l; 1, Oll IVE, HAVE R/•w ANI) uNnERsfAND ME DACR Of flas AW19EAtENT.
C s?,L VI I I I?
rlr ?u rt
AD0111ONALTL•RMS AND COND1111011S \ ;\ \
In Ills rientoncl Ilia'wld I. Intl, :soul lily le:161 11 Ilk, U,1y1:1 fill 4 0 1111yc1 ?1;pu111 Il,r. I:,,nl, a. I Ill, .v...I . y1ll 111.1 pill lul':1 u, ilia Ilcuulr'1
I Iulllar llgfaa (willfo l tol,nl ullcl mdu ill LIIu011.1( ,
I"IF fJOT A CASK I11AIISAC 11014 It I dA sold I -unlllel" 1.1 pm, Iles c, ."1,.r 11 h.u... r kill. 1 blu t„ Inn: ow lend 111 111a1\Lry w Oki IIII placftlisad, Umlf
nlu a lauu nlstJllnwul Widl.ld.aW, Iseult it •.1•14mry,eJ.culke'l1,1.11x'11111,11sells l,r,11..11I...I "poled Ili Illl.ux.o lily 1,11.4 lk.w \I
TI F. Tnlil 1,u 111 un11 piul liam.M Y.-II 11" 1111111 Isle 111111111'1 kJI. 1,B) l,l x e l 1.11• w llw I
2 TI 's a l'. 1,11111 lu 11i11,l 1 d It ill l leave, w,,, 1111111.1 I:1.III IILI.IIIIII111I Coll-
t
oddur1,l SYLltwly JglaalllvA Vlll11 y1Illill11II Iu.4••':Irl. 11, 1lui.lw 1,l l,nl• Ix, it,, 11111 1d.IJL: lu 1,L.• UIJI I LI' I'. Wells- .1'...1, .1..holism 11111fa:lijkly
110111 W INI Ilia 4lglllllq 011. 1x11.1.11111 Ill'Ju1b. 4.1 .." 1. OkkigL II,.; x WA per; 1. d d. I.. I. u. Lots 1 .I.dn
9 TflAnr'luS it 1 .,,It 11."1181 I,,., 11'..11 I if 111.1111.., 1,,L I I. .la: 1,,..d. I .'1 -It.' , '. I 1 1. 1 .,L ,:.. .. •.. 0....0.1401 1.01 .I .111.1 ... Ili,, little III Illu I,IIa'ul 1
t 11111r1rl4n ??111???11??••1
s VIa 11111',IdIi?N
1 1
11
1
se
Iflllllea 16.1ally hood., 111%.110 It IIII"m."..1'.dIli 1,,,JI111.Ill 11I.1.% I41.,111,l. I l l ult.. .
I
.1.1...
.0
.
ll
'
.IO4ufylukl11111.14,41,11•111111 It 11uell 111,1..III ,l11111/1,..1111.,.,..11.,.1...... .d,•I.1.'.1...I y,llln.ly.
,1.,.,,1...... . I...L,a„111.,1 ...,)..1pmr1111161111.1nL
I
of'Peter l'l,tN,11. 1111:1 lel'y j •11.111 x11111 "1.6.1. I ,••.1 .1 d. n. ,.11 , 1. In../ .. 1111 .I ."1 • . I 1 .
a.. I . u . r .'. if it Noll 1'."614,II11111.1111110 hills if I ' %
•1 Hlalsl I 1A1111111111 It 1 IPA 1 .1 11„11 111 Is 11,.1.x' .1 1'.. I 11. 1..1.1 . a y1 ,. 1 - 11 • . 1 .. 1 IIII' 11.$ 11W 1.1 IIw 111.1 \\11VIU 1111.11111111111 "wells.
will loilli.11L1111y 111V11 tell Is Ids, II, 11'.11 I. will's III .,r I •111.11. 1 .1 '.nn m 1., .1. 1111 .. 1,l p u. .1 .I y• n •- 111"1 ICIII• I61u1Ar .ll IM .'Ir.111,111P1'7 (,kIWIWlll fl
l
I Iw111111uu11III 1111" 1 llll.lf1.14 II II 1,w l i
1,
1
ylMl lk/1411 II MI IVtII"ILdM.1,I UP In 11,.1.1.1 ..1 ar' l11n". u.. 114111 14.4 w p b . lh' 1' .. n . l
1, "
.
m ., .
lelg111411y Ux.I111ad,
9 Ili APp14AVAI 1 III 11141,1 Ill II 1 .,if, 111.11„1 .1 Ill. 1. 1.1 .111 l...: I.d'1 h.... .1 . n .d 1111 111x ill ell., I"I„111 I Ipi"I'i.1111111 It l111, 141 114 dullvury. It
111414.114 b.y.lt lllA 110, No 111x. 1...II 11..LWJJ,m,. m1'L 11.,1. 1,...11,1.,.1. -n .1 .. .. ,. .. 11, ,61...1111,..1, J1.1.BIIIe..Vote il';,y ni.d. lie 1111111,1JI?,II"I 111
JI If it 11.11..II V111,IU Will 11' 14, 11 flo1111 II. del. n:.un lu Ix 1.11 I 1 J- L xl I.,
R FAlfli :llll'i 1111'11 If 111111, IIA'd IIII A,mi.11', i., ..,.1.11. 1, all 1,,x1 l.. .I.... J.. 1'I:.. llled(.y11.1, elJPWUl up ll Wells, 1.11111! 1,11
IIaC111 life sIwCIIIW1 Ill 111' 111,14.11111 1I11I11 ell 1 •.4: it it., ::1 .1 ,. If loss l1" l1 .1 1 , .d 1 .. ,111'.11 1 r L. 11 . •1.,.i A.41 n1, luuc, I.d "fly 111f,O111.d111:f 111411 calla
OaGallol lllCausa if 411111 I. •e:: 11Iflo 11. 1'^1,... .; 1 11111.111 '0. •, Ili., 1 1 1.1.11. .. b. 1, ...11. "el,... ,. 11.11 ..Ilk 11 1'. .Je11111xa 1., 1.1r. I14,nlllll 1111 Ill
C01Mda1a Iny 111n•fnlia 11 I,.l.,• .Ill. n y."I 1111.1. 111 111, No. .. 1 .1 11,.. 1... 1 l•1 d 1'. it 1. . , ,. I to .11..1.1. I I I owes. Ilk y ll(., 1,....1 till ,1101 at1)111 I1
'
l
l
Ilia 611wusOt, solid laswk 1111 61,1, 11,,:Ill..x 11" .411 . I Loot, .11., . .,..,,.. 1, 11 ., . I, 1 . 1. , .. 1 ..... . .
.1,ll
ldl
I '.,.. I . - . ' 1,- l 1. , . Ili I11 ' uyl.1.11 a Outlets "p'W l.mlrl ill f
11111181 Ill" Ilrellalill 1,a Ill k 11.64 1,.u lu Ij II ; .Ill .• 1111 I , let ..t If.. III, 1'. 11 .•. I . 111. - It I 1 1,. a.• "1l 1.'q a d, is 111 L•. I,IUWgM toy 1111 .1%l f0f ll1
WIIIIIwIw01d ill ilia 11I11ws I.I "11.:....111.1x lot .,I II .1 Ill.! 1•.'I l.. ...q11 . 1„ 1,1 IIII L.. 1. I. 1,..1 1 .1 .... ,. 11 0...11y Ilkalll'f 1.) W1111411 aJM1 Uglu,l•
11ounL II1uLilltpa Out cue. 1111.11 w.. I" d J., 11..,11 .- 1. ,....11..11 wl ... 1 . ,... In1..1 L; IL. •i .1.
.
I G1IA1A.Ui UY m mal1,1.11mli if 111. I.I 1.0,.11.1.. .lid I n... 1.. .. .I., .,i.. 1.1 -116..10.-11.1 IN, Idly Ili 1111' +.IIC7AI11d pall..
lioull tl111W 1a 1111111. dlul II .,.11 Ilu1n 11 III111..11nd .. 11,. I 'I", 11111 . . 1, 111,111 . 11• fit'. I y..1 1l .1. ... -I . J I. I d ..•r. ..1'n;LJ1 .1 1.1111..$ .. ON., t •mk: LIU141•I11 iW Ilea 111,111
11LILI111NJ 11111 L11Y1:n .1 fly 1111•. "11.:11 1 •11" 1 1 , 1..1.. ..t ,IL „1 1 :IL 11". "' l I" In
asse
t'
of LAYS' i•".11., 1 will y m II.IM1' 1. J If I .. I I... I so . ilp I.LnxJ 1. t1., , .11.1 1 . 1
)1 1..' . I . , . 11.1 ...0,..., I . .fill Now I .fill, r
.
d Illa'LC I IN Ill I" I:., I. l.11.. 1..a W., 1..1 I -.,I.. I,.. 1.1,,. 1.., 11; 1. 1.tr ..I a, I I?,. :1 11• ..'.1.,1.:.11 pel,p1.1ill .11.. 1 it. Ilm f"AI Ill llaf11111n.
. 1111. W,i, 11w.,.I11I 6111au11 .111.It11 Ilia )MNIf
l
1
t
Nei Moll 11 v. III 1,:1,1144111 •1,11.1; 111111x 111 " 1 d ..,1 14 .I. I . ' . . 1,1.. I' 111, l1 p .... u
. .
. l i
. .I. 1' •.
1
i
f I
I'law, Ill It. ylAl 1., 1,.I I I I....11. IN",J IN, 11.4..1111, ' It •. 1. ,.1.11.. it. is .1 l ,
t
1 I. ,. .. 1. , .d. ..11.11 I•;.•: ill, o
Ili MAI1FACf1111'nTa4AI111AlUll I;. 111ny1'161AI 1'.: 1' I tit ml :. t.. 11•• Ill 1., 011 Color IN II Ilna W.II I IS:,Ut.. ANU UL A I EI IS TO LN11011SC.
A WHIF 1111 WARHAII I I• 11uV11111t14S UL1J I I11t11'L1 Ollie l 1. It 111111:,, I. II 1 Ito ....!'r4 l,1, .I till Ifi•l. I U 1111AI1Y COVLH111r,11US NEW
11 U Ill WFAA1111fAr'111f11' 11
1 II-W 1
1
'
'
A10UILIi1MAIRIFAC 11111111 1111.111. Sl1'All.d1. Iyl. tit 1.11111 If 1 11'1111 Novell son .
1111 1
1
' •111
11.1•1 V 1.1 l
1 I.f$ IILW AN01011 UGEII
.11111 GAI 11111 111'
'
1
1
NOME. IIMHE 15 Ili. 1,K1-1 it:1:i WA 1111,1111 Ill 1V.1 II t unit I 111.11111111.111(11. IP
1 .
..1
111
I.W
. 1
11.1 1,1a1vun JIM W111I11O 111'.QAI1111NG IMI'LIL•N WAII-
1
1 1
MOUII WMANUFAC I WIN 1 IIUM` a list : 11L If 1441 1111. 1.• •1111111/ 1'All .11 1
,
RANTILS
1
..p1'Ir.11 .1, u'$.• 1 .1 .1, Wool V 111V 111'..
1 •.l
.
L
.. 1
11 Ill Illso'4I1, I II As 11.11 Ill 11, .11111..1:.. -In,. ..1111...
•
1,
' ,
. ,
, .
I ,.Is .n .... It. 111111'11.•111 ."'1 .U 1,a Idd1A. idl"".1111
1
r
,.•1 I 7. 1 1,•.A .
1 .. .. 1.41
Ito: if111
1V1.11x11 View 1{loll " 1f.1,
1
L
t I
.....1.'..._..II ..Lin 1..111.dln11 tl`:.11111.d11u'1n,id.111,1y 1411 111
.
ll 'I.
Ill a..
e...I
. L..I,
017.1111.11'.11114111b.Ib111 111••1"' i1.llpll if 1. Iln 11 qu11 .11111 I •ud, .l.
i .
L
1't'1111 III Ill 11111111 I1, .I. IIY1e "fill plJra 11111111111
6 1
e it 1•'
1
'
, .1 ,u•:
1,1(4":1 1d1'11d1,1I111 "1111; J." J".l IV 1.0 1.41. I. . I.. .11,, I-..1 1st, .1 111 '1.' 111 ' .1 ,
I ...
• 1
.
p
I ..
I . I u d , l '. 11111 Jots 11 "If p1 .l..Idn11 I11111N9 14-Cul11u11t
.
pilot I1i1s1+1 Iki allll .d !.I m I11n.11.d 1,1' "..1 1, •4 _I I ' 11..1... 1 ..1 p . I .. ,I II- I •
I ' I.• 1 1 1111 111111 11.II 1111'.11111' It It'll) 41:I'
.
I
. I
1
I
1i111u'.1 I I seek IN11111'if.I It if'IIllxl 1.1,1, 1,1 11"! II.' I I.I. I... 11 1 I t ..1111.., t ... .
I
.
,
.1
.I IIb 1, IIU... kI d I.,..•.I 1x.1
.I 11- I.1.
I111itII I.,Itif It I.I I11'dltl.L l 1.111 II IIII 1.11.1 , 1 .I ,I , I. 1. .. ...... 1
, '
in1111,.11141.^ .111110111`x: I'll,'
II' . ...,
0101111,Ir1.1WC hm:, 110,. 1111 .11111,'11.6 ...,
.
I
'
L .Ix11b1,std
.
' ,
VMI, II In, II011II11:1 :.14111 IIx.....ldl.1'I Ile 1n.J 1'11.h 1 .1 1 .
lull it 101.,111
n 141.. . 1111.
1
.
i .1 ... l 1 .1• b 1, ..
1111 11, I I 1
III 111 .
I; ( . 1 INIll.'II. II I .
,.
.IT.
.. 1 ..'•.1,1.1111
I 111 I. r 1.1111 Ill.1'.,11..11' Will I.1slk.Il.11Aa
1
It.
, 11 .1 . . i . I . , . y l'. 1 1 '
'1,c
11p1',IIt 1,1111114. ,11.1,11 111 L.
i ,
11' i 1 IIIxl 11.1,......,, 1411111A1X11MIdU
„
1
11. 4
t t m
k
.,11
1'11 ' 'li
1•• ( '11 i 1
MN l111111NI1w11I1111S11IIIk1Il"
11
l
1 . '^
•1
a r .' I' Ill I. IVshec'. '.,1'10111 Liles e, 11"I"I.AIla
1
1
I
jk"'11.
u1
d
Iu111L1111N1 Ll.llliptl l. 1.111,11,1AI.J "`IN1111 IM 4d1 1 1 1 ,•c, 11111• . 11.'1• 1 /"I„ . e
1.1 •
CW PIllelk'111V111111k.d1 I1u,fifty lit II'II1 flow .... eel... 1.-1..11 n it
.
1
1
1
...
1 , .1.. ..x111.... 11. I 1 .Iq,1 • 1111, 1k1 yl rn
.•.I. •.
,.11
0
.
p'
1,J IN$UIIA NI'1. 1 u1J .1:,11111 Ilia 111.11 .1•.111 ...1. 11111 a n.. ... .1
'
. u , 1111,,.11
1,. 1,1
I.
.,..' std.... I "I 11...1..1.....
IlJlldow. town story 11,1.41,1.,11., 1116' I's li.:..111 111., 1. .
...,
,
r 11..111.'1 It, 1,w baVal.a
1 .",,
1
,1
1 ti
14 11011(3:01 171111111it .11,w'Ill . 11..,1 -11 .to. I ."11, 14 t . ! lu 1. .
.
lt. ,.,11
.
. .x 1'-4, I It 11 .1
.... 1 If.. 111. I IL1 p.., 1.11. W111n e,u
1
11
11
In PIOVIIIcu t (Il 1 .11.111.1, 11, lll:, 1w.,' 'ill sty Ill Iwl ill .. WI, 141 I'l III III &I wx.' I I ..I
tldati . I .
..
....
.... 1 Iii. , .111.
1
1!.,.1
10
111
lie 4
I.It.
F
, I
., 1
lowl
•
.
rusp110d I111)(M.1 IIId Ith..111 111x. 1I.IIrI..e 11.. , I.All.I I.I . .....11 11 ., 11.4 ,II,I1r 1.. 11 0
11
V 1
,.
Ix
.
..11... .'..
i
l
1, . . .. sox
. 1 AN 4 1 1
'JlI1b1l'1.111 1'%wll1. .,"I II,: nosiest k 1,l... ... 11 ; J I. .n .,
I
.
..
asLl:1'IIS 11.0 Illlllldll•.1 ..,111141 d1,: Ix.l. 1,l lu .y 111. I I
EXHIBIT :•B"
I
ti
1
3S
i
f
I
Cf
1
LIBERTY
HOMES
INSTALLATION
MANUAL
A copy „ftllis iw ul it nm,t rcm.,iu •\ id, flu I„une iilr
rrl??r.•m•r I„ III?• lu unr „?? m•r
I.IIt131?T1•
4OWN311 GO 'I 91,691m o l:
O(.13.6fI3??;si7C!?:11i1P
REVISED 6117117
(neo-u,•oono I)
Table of contents
Chapter 1 - Introduction
1.1 How To Use This Manual ........................ ....... 1
1.2 Pre-Installation Considerations ................ ...... 1
1.3 Safety ...................................................... ...... 1
1.4 Consumer Information Card ......... _ ......... ...... 1
1.5 Alterations ................................................ ...... 1
Chapter 2 - Definitions ............................... ..... 2
Chapter 3 - Site Preparation ..................... ..... 3
3.1 Location And Layout, Use Of Zone
Maps .............................................................. 3
3.1.1 Access For Transporter ................................. 3
3.1.2 Encroachments And Setback Distances
................... ............................................... 3
3.1.3 Issuance Of Permits ..................................... 3
3.2 Soil Conditions ............................................... 4
3.2.1. Requirements ............................................... 4
3.2.2. Bearing Capacity ........................................... 4
3.2.3. Soil Bearing Testing Methods And
Equipment ..................................................... 4
3.3 Removal Of Organic Material ........................ 4
3.4 Drainage ........................................................ 4
3.4.1. Purpose ........................................................ 4
3.4.2. Elimination Of Depressions ............. _........... 4
3.4.3. Drainage Structures .................................... 4
3.5 Ground Moisture Control ............................. 4
3.5.1. Importance ............. ....... 4
3.5.2 Acceptable Type Of Ground Cover ............. 4
3.5.3. Proper Installation ........................................ 4
Chapter 4 - Foundations
4.1 Piers ............................................................. 5
4.1.1. Importance .................................................. 5
4.1.2. Acceptable Types ........................................ 5
4.1.3. Design Requirements .................................. 5
4:1.4. Design Procedures ....................................... 5
4.1.5. Location And Spacing ................ ....... I-- ...... 5
4.2 Footings ...................................................... 6
4.2.1. Acceptable Types Of Footings ..................... 6
4 2 2 Footer Placement ............................................. 6
4 2 3 Proper Sizing Of Footings ............................... 6
4 2 4. Other Fooling Design Consideration. ............... 6
4.3 Permanent Foundations ................................... 6
43 1. Flood-Prone Areas ........................................... 6
4.32 Severe Wind Areas .......................................... 6
433 Special Snow Load Conditions ..........................6
4,4 Important Reference Documents ..................... 6
Required Footing And Pier Blocking ................ 8,
Required Footing And Pier Blocking
(With Perimeter Blocking) ................................10
Cliapter 5 - Set Up Procedures
5.1 Moving Home To Location ...............................13
5.2 Leveling And Blocking (Singlewides) ...............13
53 Leveling And Blocking (Multisections) ..............14
5.4 Crossover Connections For Multi-Section ........15
54.1. Utility Crossovers ............................................15
542. Ductwork Crossovers .......................................15
5.5 Tiedown Requirement for Single And Multi-
Section Homes .................................................20
551 Anchoring Instructions .....................................20
5.5 2. Severe Climatic Conditions ..............................20
5.6 installation Of On-Site Attached Structures .....20
561. Attached Garages ............................................20
5,62 Porches ............................................................20
563 Steps, Stairways And Landings .......................20
564, Skirting .............................................................20
5.7 Protection Of Window And Doors ....................26
Chapter 6 - Installation Of Optional Features
6.1 Awnings And Carports .....................................28
62 Accessory Windows ........................................28
63 Miscellaneous Lights And Fixtures ...... ............28
63A Exterior Lights ..................................... .............28
632 Ceiling Fans ......................................... ............28
6.33 Wale House Ventilation ..................... ............28
6.4 Telephone And Cable Television... .................. 28
i
Table of contents, continued
Chapter 7 - Preparation Of Appliances
7.1 Clothes Dryer Vent ......................................... 29
7.2 Comfort Cooling Systems .................... 29
7.2.1. Alr Conditioners .................................... 29
7.2.2. Heat Pumps ............................................ 30
7.2.3. Evaporative Coolers ........................................ 30
7.3 Fireplace, Chimneys And Air Inlets ......... ......... 30
7.3.1. Minimum Extensions Above Roof ........... ......... 30
7.3.2. Required Components ........................... ........ 30
7,3.3. Assembly And Sealing Sequence .......... ......... 30
7.3.4. Combustion Air Duct Inlets ...................... .........30
7.4 Range, Cooktop And Oven Venting ................ 30
Chapter 8 - Utility System Connoctinn Ancl
Testing
8.1 Proper Procedures .......................................... 33
8.2 Water Supply .................................................. 33
8.2.1. Maximum Supply Pressure And Reduction ... 33
8.2.2. Connection Procedures ............................ ... 33
8.2.3. Freezing Protection .............................. 33
8.2.4. Testing Procedures ............................. 33
8.2.5. Anti-Siphon Frost-Proof Sill Cock (Faucet) ... 34
8.3 Drainage System ........................................ ..... 34
8.3.1. Assembly And Support .............................. ...... 34
8.3.2. Proper Slopes And Connector Sizes ........... ...... 34
8.3.3. Crorsovers .............................................. ..... 34
8.3.4. Solvent Welding Procedures .............. 34
8.3.5. Protection From Freezing ...................... .....34
8.3.6. Flood-Level Test Procedure .............. __._.. .....34
8.4 Gas Supply .............................................. . 34
8.4.1. Type Of System Furnished With Home .. ... 34
8.4.2. Proper Supply Pressure .................... 34
8.4.3. Orficing For Specific Gases ..................... .. 35
8.4.4. Crossovers ............................................. .... 35
8.4.5. Testing Prior To Connection To Mains 35
8.4.6. Connection Procedures ...................... _ . . ..... g5
8.4.7. Gas Appliance Startup Procedures ..... .. .. 35
8.5 Heating Oil Systems .......... ............ 35
APPROVED BY
FI TA FED 719`i?
II ,•. N,I I.J In f,I ., JI
86 Electricity ........................................................ 35
861, nescriplion And Rating Of House Wiring ........ 35
862, Grnunding Of Homes With Feeder
Connections ..................................................... 36
8 6.3, Connection Methods ....................................... 36
864, Crossover Connections ................................... 40
865. System Test Procedures And Equipment ....... 40
Chap ter 9 - Final Inspection
91. Water And Drain System ................................ 44
92 Appliance Function And Operation .................. 44
93. Windows, Doors And Drawers ....................... 44
9.4. Exit Windows ................................................. 44
9.5. Exterior Siding And Trim ................................. 44
96, Slack Heads And Vent Pipe Flashings
On Roof ............................................................ 44
97 Composition Roof ........................................... 44
9.8 Skirt Venting ................................................... 44
9.9 Low-Hanging Trees And Bushes .................... 44
9 10 Exhaust Fan Operation And Air Flow .............. 44
Oil Bottom Board ................................................. 44
9 12 Ground Cover ................................................ 44
9 13 Anchors And Straps ..... ................ ....._..... ..... 44
0 14 Interior Details ............................................ 44
Chapter 10 - Relocating The Home
101 Relocation Of Home ................................ ..... 44
101 1 New Zones ............................................. ..... 44
1012 Tires And Axles ....................................... ..... 44
1013 Appliances .............................................. ..... 44
1014 trust Caps ...................................... .. ... 44
101 5 Blocking During Storage .......... .._ ._..._.. ..... 44
1016 Transit Of Furniture And Belongings .... ..... 44
101 7 f lultisectinn Homes ......... ...... .. .... .... 44
INTRODUCTION
Thank you for purchasing one of our manufactured homes. This Installation Manual contains instructions that must
be followed for the proper installation of your home PLEASE READ ALL INSTRUCTIONS PRIOR TO SET-UP.
11.^Chapter Gut: - Introduction
1,1. How To Use This Manual. This manual t F"', f FTY. ONLY TRAINED
contains detailed installation Instructions, t: i.i uVt; SI10W_D INSTALL
Including specifications and procedures
Tlii' I1ON11 ItJSTALLER$
for erection and hookup of your
manufactured home. It has been written S; t; ILD FGLLOW THE
in an objective and easy-to-understand S„i i"(•. INSTRUCTIONS
manner so it can be understood by
people without extensive technical 1't<Ci'?Iut_L lid THI$
training. It discusses the set-up of the Ivi?a?lfAL.
home from preparing the site through final
inspection. It includes many tables and
figures giving important data for proper
Consumer Information Card. Fill out
1
4
set-up. Careful adherence to this manual .
.
the CONSUMER INFORMATION
by the homeowner and installation crew CARD located at the rear of your
will assure you of a quality, safe and Homeowner's Manual and return it to
affordable home for many years to come the plant which manufactured your
, so that you may be notified of
home
1 2 Pro-installation Considoratlons, Prior revised instructions or new products,
to locating or relocaticn of your home,
contact the local aulhonly, having
Alterations. Prior to altering this
1
5
jurisdiction for installation to ieo if permits .
.
home after installation, (such as
for such procedures as blrxkmg, modity,ig the electrical, plumbing or
anchoring, or utility connections are healing systems, adding a room,
required. Inspections may he required tarpon, garage, or major repairs) be
during installation On private properly, suure to contact the authority having
zoning or development covenants may jurisdiction as a permit or plan
apply and should he taken into pproval may be required ALSO
consideration (NOTE Preparations of a
SUCH ALTERATIONS MAY VOID IN
the site, when aecompLsherl by someone WHOLE OR IN PART THE LIMITED
other than the home instiller, may riot be WARRANTY CONTAINED IN THE
in accordance with the! a Instructions I I IOMEOWNER'S MANUAL.
.
USE fit+t. , ,it i, ..i C;I<Ai? i ??•, :,
DURING :..'T-UP C. I: v;ril.H r i1::Ai:
AN EXT17ND1 G P, :.ICA-) OF ftt.ti r,
THE H014i UNL.L `, . 'I I IF Ia.:)CK1C..
HOME IS NOT 61;iJ.
ocl..:', ?c) Surt'ui21 TII!_ HOME
:T Di FAt-TORY FOR
i)NL , I;. tl: it 131 AIA.OV&D UNDER
Ilt 1'1 :,;?L, FVEN IF THE
S,9 ! Ip Manu,d I',rge. 1
F2-, Chapter 2 - Definitions
&chodno Equipment Straps, cables,
tumbuckles and chains, Including tensioning
devices, that are used with ties to secure a
manufactured home to ground anchors.
Apehodng Svetem: A combination of ties,
anchoring equipment, and ground anchors
that will, when property designed and
installed, resist the wind which might overturn
the home or move It sideways.
E UIM The part of the support system that
sits directly on the ground at, below or partly
below grade to support the piers or
foundations.
EtutftdalLon: That part of a building that is an
engineered structure designed to transfer the
weight of the building or structure to the soil.
plat; That portion of the support system
between the footing and the manufactured
home, exclusive of caps and shims Types of
piers include, but are not limited to, the
following:.
t.Manufaclured steel stands
2.Manufactured concrete stands, and
i 3.Concrete blocks
i $j ,MAnufactured flQMaa: A parcel of land
i designed and designated for the location of
j( one manufactured home, its accessory
buildings or structures, and accessory
equipment for exclusive use of the home's
occupants.
8tab1lizina Svetem: A combination of
property installed anchoring and support
system.
Stand. ManufacturedligMit; That area of a
manufactured home site which has been
reserved for placement of a manufactured
home.
8u9port Svetem: A combination of footings,
piers, caps and shims that will, when property
installed, support the manufactured home.
sel-lip Manual • Page 2
3. Chapter 3 Site Preparation'
3.1. Location and Layout. Use Of Zone Maps. Your
home is designed for certain weather conditions and
roof loads (see zone maps in a bedroom closet or
near main electrical panel and Figure 3.1 of this
manual). Do not site or relocate your home in a zone
requiring greater wind, roof load, or heating/cooling
capabilities than those for which it was designed.
However, it is safe to locate your home in an area
with lam load or weather requirements. For
example, a home designed for a northern roof load or
40 psf may be sited in the southern roof load zones.
EIG IRE.3.1
1NING WIF 1-115 NE)
Includes areas of the United States and its lendanes that are
not otherwise included as being In W,nd Zone 2 or 3
This home has not designed for the higher wind pressure and anchoring
Provisions required for oceaNcosstal areas and should not be located
with 1,800' Or the coastline In Wind Zones 2 and 3, unless the horns and
its anchoring and foundation System have been designed for the
Increased requirements Specified for Exposure D In ANSUASCE 7-88
"Staying „ale local twYerrllwro. kited by Stall (WWbes or Pmihei. Lw*u apeurbd
ODwwlee) wrsrh re wain wind Zone 2.
ALABAMA . BslovM, Moble
FLORIDA - N Eatatees U011% Ones dWMW As beep wTthm Wnt Zone 3
GEORGIA - Bryan. Camden. Chatam, Glynn, Liberty, Mdntosh
LOUISWIA - AOda, Alen, Ascension, Assumption, Caical,eu Cameron, Eau Baton
Roues, East Fallow, Evarglehe. Iberia. IberviM, Jamaram Dave. Laiayeme. LMgiton,
Pokes Coup". St Hahne, SL James. St AM the Baptist. St Landry. St Margin, St
Tammvry, Trgprna. Vemieon, W&VwVW. W ast Baton Rugg. Wail Fekarw
FWNe. Ha doarh, Warwgton
MASSACHUSETTS - Barnstable, Bnslol. Dukes. NalurAet Phymouth
MISSISSIPM - George. Herdoxk Harrison. Jaduai, Pean Nreer SiOns
NORTH CAROLINA - Beaufort annswvA, Camden Ctnowarn, Cokcws. Craven.
Cu mudk JAMS. New Hanover. Onsbw, PAmtno, Pasgnnlarnk, Perrier, Perrprrwts, Tyree,
washirgain
SOUTH CAROLINA - Beaufort Barke", Charleston. cokin, tkxdxstec Ceagotuwn.
Harry, Jasper, Wilm sburg
TEXAS • Aransas, Smana. Calhoun, Cameron, Chanbars nahestw. Jemnsm. handy.
xisbeg, I Mgords, Nueon, Orange. Refuge, San Patricia, Whacy
VIRGINIA {CIODOChesapeaks. Norfolk, Patumnnh. Punnets Arv*, Vviiw Rnrst
rcM+E d' ,
t r ?
:.i .
_ I
oNr 2 1 . i
1 1 .•
3.1.1.
3.1.2
Access For Transporter. Before attempting
to move your home to the Installation site, be
sure the transportation equipment can get
through. Remove any overhanging branches
and contact your local utility company to raise
any overhead wires. Special transportation
permits may be required from state, county or
city officials.
Encroachments And Setback Distances.
Obey local laws regarding encroachments In
streets, yards and courts, and permissible
setback distances from property lines and
public roads. Consider future additions, such
as awnings and screen rooms.
Issuance Of Permits. Be sure that' all
necessary local permits have been obtained
and fees paid.
3.1.3.
ZONEMAPS OF THEMNITED STATES
-'r
CI IMA TIC ZONE MAP
1
,
Sr9 01) M. nunl Paq,! 3
I ' .d -
vANOZnto I
I I
A00 Z it 2
wwOZONE3
,\ 1
DASIC WIND ZONE FLAP
I M xrvvep BOOM OoWIV IMO ai ksled try SUM, (Cm*m a WOhas Meeu
SPOOW Oftr* el We w1hin fwd Zane 3
FLORIDA - Browmd. CharION. Cesar, Dade. Frrnkin, GW. Handy, Lae,
Margin. Mralee. Monroe. Pain Beach. PnOWS. Seniors
LOUISIANA - Jeirersak LaFCadts, Oda". plagnwrinas. SL Berard, SL
Charles. St Mary, Twebon e
NORTH CAROLINA - Cartr.t Drs, Hyde
...............................................
The k"Vv sales and NmOres are Wrm Wind Zone 3.
Slate of HAWAII
N ALASKA Coastal regions bemaer this W doh adrh an ANSUASCE 7•
00 wvtd map and the coast
W TERRITORIES. At arcs Sands, Duam, Northern Madre Isisrds,
Puerto Rco, Tent Temhry, d Prxe Iswds. U S vv" Idards
)"TH
In PSF
DI E
MOftIE
••' TUNE
J I
AWSF I
nNITIIZOW ,' I 1
4
ROOFLOADMAP
3.2. Sou Conditions
3.2.1. Requirements. To help prevent settling of your
home, site it on firm, undisturbed snll or fill
compacted at least 90% of its maximum relative
density. Installation on loose, uncompncted fill
may cause the home to shift and settle in such a
way as to damage the home which may invalidate
the home's limited warranty.
3.2.2. Bearing Capacity. Test the bearing capacity of
the soil at the depth of the footings after completing
any grading and filling (see 3.2.3). If you can't test
the soil but can identify its type, use the foundation
bearing pressure shown in Figure 3.2 as a guide.
If you cannot identify the soil, use the lowest value
(1,000 psf from Figure 3.2) Under unusual
conditions, or if the soil appears to be peat or
uncempacled fill, consult a local geologist or
professional engineer.
3.2.3. Soil Bearing Testing Methods And Equipment.
A pocket penetrometer (available from engineering
supply houses) or other methods acceptable to
local jurisdictions may be used.
3.3. Removal Of Organic Material. Remove all
decayable material such as grass, roots, and wood
scraps from beneath the home, especially in areas
where footings are to be placed, to minimize
settling of footings and insect damage. Remove
shrubs and overhanging branches from the
Immediate vicinity of the homesite to prevent
windstorm damage.
3.4. Drainage.
3.4.1. Purpose. Drainage prevents water buildup under
the home which may cause settling rf the
foundation, dampness in the home, damage to
siding and bottom board, buckling of walls and
floors, problems with the operation of doors and
windows, AND COULD VOID YOUR WARRANTY.
3.4.2. Elimination Of Depressions. Grade the
homesite to permit water to drain from under the
home and away from home for a minimum of 10
feet from the side of the home. See Figure 3 3.
343 Drainage Structures. Depending on the local
landscape, ditches and culverts may be needed to
dram surface nmog, If so, consult a registered
professional engineer.
3.5. Ground Moisture Control.
351. Importance. If the crawlspace under the home is
to be enclosed with skirting or other material, a
vapor retarder ground cover shall be installed that
keeps ground moisture out of the home. Where a
concrete pad is installed (solid) under the entire
home floor area, the vapor barrier is not required, if
the concrete is a minimum of 4" thick.
352. Acceptable Typos Of Ground Cover. Use
polyethylene sheeting or its equivalent, at least six
mils thick.
3.5 3. Proper Installation. Cover the entire area under
the home with the sheeting and overlap it at least
6" at all joints Where soil and frost condition
permit placement of footings at grade level, place
the sheeting directly beneath them.
FIG. 3.2 GENERAL DESCRIPTION OF SOILS
$RI Tr1'1 OARODMTNL IIN,IILO NIIhVABlL 1•NI bSIIMI
CIA116WWAT10NaYalEl1 WOUNDS PER Sou"I FOOT)
nocir off HAND PAN 4000 AND UP
SANDY GTIAVFI AND GRAM. 7000
SAPID SR TY SAND. CLAYFY gANO T S00
SS TY GNAA I OR CLAYEY C..IUVF L
CI AY SANDY VIAY, SILTY CI AY Off 1 000
L'I AYI V S0 I
1MCOMMItDnfRL(TYPESOi aDIL SPFCWANAYSISISRCOUIRED
NOT 1 Ib H Iq
PrAT OR fIRGANIC CLAYS SPfCWANALYSISISRE0U1RF0
NOTE' THIS TABLE 19 TO SE train ONLY WHEN ROME OF THE FOLLONRN012
AVAIANI(
A SOA D STING W STIGADON AND ANALYSIS OF THE SITE
B f.fNAl'ulhr'F VriTll lul. IWA10110DIN000DE
1: CONIN If PIT OPRIIOh HY A IOCAL (NGWEEROR BUILDING Orli
• NO AL IUWnICI=' ON OVIIISUNDEN PRESSURE, EMBEDMENT DEPT,
VIATLR f Ilh I IN TI ( MINT PROBI EMS
FIGURE 3.3 - ELIMINATION OF WATER BENEATH THE HOME
i
I
i..lit 1 ? 1 ?MA. Sti
00 Crown and yn Ie S-In to
Slope away from honr a,•I cover
with d Oki thick F•,,,dPllrne
bh `-I,o t of ertlnval. I
Styr Srlm
I
tt
00
"A. S«I m
DON'T ?.l ado SAr Sn ihal w.n? f
Prollanr 1.-nr Rip h'.nv? W placn
Irglrr..J, n tort bon
S, I I I(, !)l Iflq II II.v),..1
I4_ Chapt'r 44- Found.ition s
4.1.
4.1.1.
4.1.2.
4.1.3.
4.1.3.1.
NOTE: This chapter covers only foundations.
Figure 4.1 and Table 4.1 summarizes the usual
types. Set-up procedures and methods for
securing the home to its foundation are discussed
in Chapter 5.
Plers.
Importance. Incorrect sae, location or spacing of
piers may cause serious structural damage to your
home. It is Important to Install piers around the
perimeter, if required for your home. Failure to do
so may lead to sagging floors, walls and roofs, and
could void your limited warranty
Acceptable Types. Piers are to be concrete
blocks capped and shimmed with wedges, or
adjustable manufactured metal or concrete stands
(See Figure 4.1).
Design Requirements.
Load-Bearing Capacity. The load that each pier
must carry depends on factors such as the
dimensions of the home, the roof live load, the
spacing of the piers, and the way they are used to
support the home. Center beam/marriage wall
blocking is required for multi-section homes.
See tables 4.2 and 4.3 for pier loads. Piers must
be rated to resist the noted loads (see 4.1.3 2).
4.1.3.2. Confguration. Figure 4 1 shows the
recommended arrangement of concrete block piers
constructed on-site. Concrete blocks are to have
nominal dimensions of at least 8" x 16". They must
be stacked with their hollow cells aligned vertically.
When piers are constructed of blocks stacked side-
by-side, every layer must be at right angles to the
previous one (see Figure 4.1).
Cap hollow block piers as shown in Figure 4 1 to
distribute the structural load evenly across them.
Caps shall be of solid masonry or hardwood, and
of the same length and width as the piers they rest
upon. Avoid plywood, as it may lead to unwanted
settling or movement.
Use 4" x 6" hardwood shims to level the home and
fill any gaps between the base of the I-beam and
the top of the pier cap. Always use shims in pairs
(see Figure 4.1). Drive them in tightly so they do
not occupy more than 1" of verb :al space. When
the space to be shimmed is less than the minimum
thickness of available caps or concrete blocks,
pressure treated hardwood dimension lumber may
be used under the caps.
Select manufactured pier heights so that their
adjustable risers do not extend more than 3" when
finally positioned.
All piers must be set on footings (see Paragraph 42)
that are Installed in such a manner so as to provide a
stable environment for your home.
4 1,13. Clearance Under The Home. After the
home is leveled, the resulting distance
between the bottom of the chassis and the
ground must be no less than 12" for 75% of
the home. The remainder of the home may
be less than 12" above the ground but may
not touch the ground. The maximum
clearance should be no more than the
maximum described in Figure 4.1.
4.1.4. Design Procedures.
4141. Piers Up To 36" High. You may construct
piers less than 36" high out of single, open or
closed-cell concrete blocks, 8" x 8" x 16".
Install them so that the long side is at right
angles to the supported I-beam (see Figure
4.1). Position open cells at right angles to the
footers Horizontal offsets should not exceed
1/2" lop to bottom. Mortar is not normally
required. Manufactured piers should be listed
and labeled. Do not extend their adjusting
studs beyond the limits specified by the
manufacturer of the pier.
4.142. Plers 36" To 80" High. Construct all piers
between 36" and 80" high, and all corner piers
over three blocks high, out of double,
Interlocked concrete blocks (see Figure 4.1).
Mortar will not normally be required.
4 14 3 Plers Over 80" High. Where permitted by
local codes, lay them In concrete mortar with
steel reinforcing bars inserted in the block
cells and fill the cells with concrete. Where
such construction is not permitted by local
codes, have piers over 80" high designed by
a registered professional or structural
engineer.
4 15 Location And Spacing. The location and
sparing of piers depends upon the
dimensions and weight of the home, the roof
load zone, the typo of construction and other
factors such as the locations of doors or other
openings and heavy pieces of furniture In
general, locate piers no more than 2' from
either end (unless specified). Place piers of
your home as follows:
Set I Ip Manual - Ngo 5
4.1.5.1. , Singlo And Multi-Soetion Homes
A) Homes not requiring perimcrer support
Figure 4.2 shows the recomm.,nrted locntinn
and spacing of piers for homes not requiring
perimeter blocking generally Icratod at south
(20 PSF) and middle (30 PSF) roof tone areas
B) Homes requiring perimeter support See
Figure 4.3 for homes requiring additional
perimeter supports (generally at 40 PSF or
higher roof load zones).
4 1.5 2. Under Doors And Heavy Furniture.
Place piers on both sides of all oderior doors,
sidewall openings wider than 4' (such as entry
and sliding glass doors), under porch posts,
fireplaces and wood stoves, and under the
expected locations of heavy pieres of furniture
such as pianos, waterbeds, etc. This additional
blocking is required with all types of foundation
4.2. Footings, Support every pier with a properly
designed footing as follows-
42.1. Acceptable Typos Of Footings
4.2.11. Concrete. Footings may consist of precast of
poured-in-place concrete, pads slabs, or
ribbons with a 28-day compressive strength of
at least 3,000 psi (see Figure 4 4 for minimum
footer thickness).
4.2.1.2. Other Materials. You may also use other
42.2.
4.2.3.
42.4.
43,
materials approved for this use by local
authorities if they provide equal Inad bearing
capacity and resistance to decay
Footer Placement. For homes which are to he
set in areas susceptible to frost in order to
prevent the potentially harmful effects of frost
heave, footings should be placid helow the
frost line or the home must be installed in such
a manner as to provide a stable environment
Proper Sizing Of Footings. Proper sizing of
footings depends upon the load carrying
capacity of both the piers and the soil See
Table 4 4 for recommended footing c res based
on pier load (Table 4 2 and 4.3) and minimum
soil bearing capacity.
Other Footing Design ConsldoraIInns. Ynu
should check with applicable state or Inral
building authorities concerning any other
requirements they may have rnnr-erning
design, construction or placement of acceptable
footings.
Permanent Foundations, chock local
building codes and regulations and ronsult a
registered professional or strurtwal engineer
when you are setting your hnme on it
pemnnent foundation (such as a till b.xnmrnt
crawl space or Iond heanror pofinimof
431
432.
foundation) You may get a permanent-
foundation design that meets most local codes
by wntinq In the address located on back cover
of manual, Attention Customer Service.
Flood-Prone Areas. We do not recommend
setting your home in river or coastal flood-prone
areas Special local regulations or flood
insurance provisions may apply. Special
elevation and anchoring techniques are
required when locating in a flood-prone area.
Consult a registered professional or structural
engineer to make sure that home design and
construction conform to applicable federal,
state and local nodes and regulations. The
FEMA publication listed in Section 4.4.3
contains design and construction
recommendations.
Severe Wind Areas. Special foundation and
anchoring techniques are required when your
home is located in a severe wind area. Consult
a registered professional or structural engineer.
HUD foundations design guide listed in Section
4 4.4 contains recommendations for designing
foundations and anchoring systems. Do not
place your home in a wind zone more severe
than the one indicated on your home's Data
Plate.
4 33 Special Snow Load Conditions. Homes
designed for and located in heavy snowfall
areas or subject to other extreme loading
conditions will require special piers or footings.
See Table 4 2 for pier loads up to 50 psf roof
Inad For highnr mot load consult a registered
professional engineer for your foundation
design no not place your home in a roof zone
more severe than the one Indicated on your
home data plate.
44 Important Reference Documents.
44 1 ANSUNCSBCS A225,1 - 1987, "Manufactured
Ilome Installations," NCSBCS, 505 Hunlmar
Park Drive, lierndon VA 22070 (703) 437-
0100.
442 ANSI A58.1 - 1982, "Minimum Design Loads
for Buildings and Other Structures," ANSI, 1430
Broadway, Now York NY 10018.
44 3 FEMA 85, "Manufactured Home Installation in
Flood Hazard Areas," FEMA, Washington DC
20472 (202) 646-2708, September, 1985. i
444 HUD Handbook 4930.3 (1989), "Permanent ;
Foundations Guide for Manufactured Housing"
HIJD, 415 71h Street, SW, Washington DC
20036, ,tune, 1976.
445 "Frost-Freo Shallow Foundation Design
Guidelines," Energy Design Update, March, w
188
,iA t Ilp r.l.inuai Pagr n
FIGURE 4.1 - TYPICAL FOOTING & PIER INSTALLATION
1 (.? CAP i
l i I
I i
--ranwa S
I
Single blocks, maximum
height of 36 Inches
Concrete grouting
c?
1 steel
i
Double interlocked
blocks, maximum
height of 80 Inches
Pier
Steel or concrete
manufactured pier
For piers exceeding 80' in height, the concrete blocks
must be filled with concrete grouting and steel bars must
be utilized.
Footing
TABLE 4.1
TYPE OF CONCRETE BLOCK MAXIMUM PIER HEIGHT
SINGLE STACK 361
DOUBLE INTERLOCK 8001
NORMAL MANUFACTURED HOME INSTALLATION
Typo of Foundation System
1. Piers - Ground Anchors - home rests on piers of concrete block, formed-in-place concrete, permanent
wood or steel pedestals on permanent wood, crushed stone or concrete footers. Ground anchors in soil
angled to resist straps or embedded in concrete deadmen soil Straps tied to the frame, with or without
over-the-top straps.
2. Concrete slab or continuous footing Home rests on a concrete slab or ribbons of concrete. Straps tied
between frame and perimeter footers or concrete slab Recommend installing earth anchors prior to
pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home.
3. Pilolpost system. Home rests on pileslposts Place sufficiently deep in the ground to resist all wind,
snow, frost heave and earthquake forces Straps fasten home to piles/posts or caps placed thereon.
4. Concrete or concrete block load•boaring perimeter walls (basement or crawl space). Home rests on
exterior load bearing walls wi1;-h sit on rnncretn fnnamis, suffP,rntly heavy In hold down domo to resist all
external forces.
IL
W/III
PIER Cn \\
PICK
.
sm l1111?.nnlal - R op! 7
REQUIRED FOOTINGS & PIER BLOCKING
(For Homes NOT Requiring Perimeter Blocking)
In Table 4.2 below are the design loads used to determine the support structure for homes not requiring
perimeter blocking. The minimum values to be used for pier and footing design based on the indicated roof
live load and a floor live load of 40 pounds per square foot (PSF) are specified in Table 4.2. See Figure 4.2
for typical pier layout.
All load bearing pier supports and footings may be subject to approval by the local enforcement agency. As
specified in Table 4.2, each pier shall have adequate capacity to support the design load shown. The
required sizes of footings will depend on soil bearing capacity test results. In lieu of soil tests, confer with
the local building authority for recommended soil bearing capacity in your area. The areas beneath the
footing shall have all grass and organic malerials removed before installation. All looters must be placed on
either undisturbed soil or compacted fill.
TABLE 4,2
PIER LOADING UNDER MAIN I•BEAMS
(When only frame blocking is required.)
12' or 24' WIDE HOMES 14' or 28' WIDE HOMES 16' or 30' WIDE HOMES
Pier Pier Pier Pier Pier Pier Pier Pier Pier Pier
Spacing Load Load Load Load Load Load Load Load Load
Under (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (I bs) (Lbs) (Lbs) (Lbs)
Main 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF
I•Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof
(Fl) Load Load Load Load Load Load Load Load Load
(South (Middle (North (South (Middle (North (South (Middle (North
Zone) Zone) Zone) Zone) Zone) Zone) Zone) Zone) Zone)
4 2130 2420 2511,0 2410 2740 2940 2700 3060 3320
5 2260 3020 31010 3020 3420 3670 3370 3830 4150
6 3190 3620 3010 36120 4110 4410 4050 4590 4980
7 3720 4230 4470 4220 4790 b140 4720 5360 5810
8 4250 4830 5110 4820 5480 5880 5400 6120 6640
9 4780 5440 5750 5430 GIGO 6610 6070 6090 7470
10 5320 6040 6380 6030 6850 7340 6750 7650 8300
12 6390 7250 7660 7250 8250 8800 8100 9200 9950
NOTES:
1 See Table 4.4 for minimum footing sizes howd on pier Inads and allcvrable sod heating capacities. The looting
sizes and pier loads are minimums required for the applicable conditions The fonlmg shall not be smaller than the
pier it supports or 250 square Inches
2. The maximum spacing of supports is not to r;, reed 12 feet
3. Where it Is impractical to maintain spacing, turh as in the axles area um average of the distance to each adjacent
support may he used to determine support regrarements, for example if the distances to the adjacent supports were
6'-n" and 8'•0", the average spacing would be 7' 0"
4 Homes locoed in the north (4n PSr) root r,a,r Innos MWd have 1'. "'1" 1,•1 bla I niq pot T,ihle 4 7 unto" uub ,.led
otherwise by a letter from plant of manufaetunn I
I IF) f.t.inu:d P.1p. d
FIGURE 4.2 PIER LAYOUT FOR HOMES @ SOUTH AND MIDDLE ROOF LOAD ZONES.
SINGLE SECTION PIER LAYOUT
MAIN I Of AM PIER BIOCNING SEE NOTE II NCIOW(24MAW BEAMS( -.. _...... . ?.
-•
. T40', 12 Ira Ira 12 0• Ira Ira
IMX7 --(MAX) -.i-.- IMMI -i- (MAA( IIAMI_. (MAX)
(MM)
r 17
I'l
I
I
I
I I
I ?'
I
N I
l
I
Gir ,
I
I
!
srr
l , I Ip? f? , .I ®? _
I f ? ? ?
I I I I `_ ,
.
f,q
I
I
( I
TvP INEW ( MAIN RANsi I I I =.>
I
PIER BI OCN,NG 1
S I -
,.
-
t
p I .,_. i i I I I I ® I ; I11
I I I I i I i i i I I I I
SCENOTEPI
MULTISECIIQN PIER LAYOUT
r ----- - MAIM OrA/APIER NIOCNING, SEE NOTI. E4I1ELOW14 MAIN PfAMsI -- ---- - -
]a Ira 12 op 247 17. 4r 121r as _ a
?MMLI (MAll) i"._.IMMI I IMMI IMMI IMMI IMMI IIMAMI
I LEI -•?, ,,
I
I
I
I \
I
SEE NOTI n
I
I?
I
to I ? I I lU ? i Iw 1 Ifs
TYP IKAM ;WIN RAIL
S
(
I ?
PIER NI IIENIN6 I IErmS I i f I
,
II 1L1 w I ( ® I
I ILi f
I
I I I t I I j '? ? '?
ly I i I . 1
lYl• GDIINN SUPPORT %ERS AI IACIISIDEOf MARRIAGE WAIL OPCNIND
I I
I
TYP IorAM ' MAIN RANs? I I
I
I I
"1
PIER IIIIIf.NINq ( I BEAMS I
I
I
GENERAL NOTES: SEf NOTr n
t. PERIMETER PIER BI OCXING MUSt DF PROVIDED AT BOTH SIDES OF ALL EXTERIOR DOORS (EXCEPT AT FRONT OR RCAR ENDWALLS
OF THE HOME) AND ANY OPENING IN AN EXTERIOR WAIL 4 FLLT OR WIDER (INCLUDING PATIO DOORS. RECESSED ENTRIES, BAY
WINDOWS AND PORCI TES )
2. FOOTINGS AND PIER SUPPORTS MUST BE DESIGNED TO SUPPORT THE LOAD VALUES SHOWN
COLUMN SUPPORT PIERS, LOCALE ONLY AT BOTH SIDES Or CENTER LINE WAIL OPENU(O
2
.
4. THE TABULATED PIER LOADS INCI UIIF THE INDICATED LIVE I OARS 14 US HOMF DEAD I DADS (INCI UWNG CHASSIS AND WALLS)
RECOMMENDED MAXIMUM MAIN I IIFAM SPACING FOR THE f011 OWING 60CAM Sllr IS
S
.
.-- - -____-? S•IBFAM S'-O.Of. ID•IDEAM ID'D'OC
I IY I BEAM... 12'-W0C.
•
SNIMITYPI
CAPITYPI
GNAa NOME rL00R I P PIERITYPI
CHASSIS {
_ i
TYP
.?..
..'440 'ZOO
I
? r0OTINGI
! ._
--_ - NOMEnDDR uaurnooR
CliASSIS
` CHASSIS
t
GRADE
01
TRONT VIEW it uO
Set 111) Manual • Pa.9e 9
REQUIRED FOOTINGS &'PIER BLOCKING
(For Homes Requiring Perimeter Blocking)
In Tablq 4.3 below are the design loads used to determine the support structure for homes requiring perimeter
blocking. The minimum values to be used for pier and footing design based on the indicated roof live load and a
floor live load o140 pounds per square foot (PSF) are specified in Table 4.3 See Figure 4 3 for typical pier layout.
All load bearing pier supports and footings may be subject to approval by the local enforcement agency. As
specified in Table 4.3, each pier shall have adequate capacity to support the design load shown. The required sizes
of footings will depend on soil bearing capacity test results. In lieu of soil tests, confer with the local building
authority for recommended soil bearing capacity in your area. The areas beneath the footing shall have all grass
and organic materials removed before installation. All footers should be placed on either undisturl???rr?oil or
compacted fill. TO rj?
14
No.
PIER LOAD
FRAME PLUS PERIMETER BLOCKING ''';
(When Both Frame And Perimeter Blocking Are Required. See Note #
Width Roof Live Load
Ft. PSF Pier Location
14', or 16' 20 Frame
lewides Perimeter
30 Frame
or
24-, za- or 3u I cu F 1.31110
Doublewides Perimeter
I Center Line
Perimeter
Center Line
40 f=rame
Perimeter
Center Line
or80 Frame_
Perimeter
Center Line
Maximum pier loads: r
Maximum pier spacing
4' 6'
1400# 2100# 2800#
1470# 2206# 2941#
1400# 2100# 2800#
1800# 2701# 3601#
1400# 2100# 2800#
2130# 3196# 4261#
1100# 2100# 2800#
See note 2 See note 2 See note 2
1466ft 2100# 2800#
1470# 2206# 2941#
29,11# 4411# 5882#
1400# 2100# 2800#
1800# 2701# 3601#
3GO1# 5401# 7202#
14600 2100# 2800#
2130# 3196# 4261#
4.61# 6391# 8522#
14007 2100# 2800#
2790# 4186# 5581#
See note 2 See note 2 See note 2
NOTES:
1. Perimeter blocking is required at North Zone (40 PSF) or higher roof load areas. Use above loads
when optional perimeter blocking is provided at South (20 PSF) and Middle (30 PSF) roof load zones.
2. Homes at 60 and 80 PSF roof load areas MUST have a continuous perimeter foundation support
',d 1I1) fn. inunl - Patio 10
FIGURE 4.3 PIER LAYOUT FOR HOMES @ NORTH ROOF LOAD ZONES.
prat C SI CTIM PIER LAYOUT
MAINIIIAMPIERIILU:KI11061'1 TIMM 011OW(E MAIN REAMS)
rd rO rd --- rd rd __ rd roe. rd_ a _
( I IMA(j i IMAM I", i IMAM) IMAXI --I -'LMiVt)`?? INAXI _I1 1
?
I
I
$19NOTESI
? p I I
I? I ?
ass
it
Am-
s
11ERBIOP.KM/0 I, EAMS 1 1 1 1 I I i l
t--=1 `I 1 - -
SEENOTESI
MUETISECTION Pe R LAYOUT
MAIN I BEAM PIER BLOCKING. SEE NOTE N BELOWII AWN BEMIS) ._ .-
S'd B'd to _ B-d B'V rd rd _rd_ _ 'd _
IMAXI I IMAM) I (MAX) I 1il 1
WAX) I IMAMI I IMAM) I (MAx)
I
j -1 j L3
`
l
I
?I
SEE N
OTE a
l
I
! IA
?1 I I I I
Y
C i =?
BEAM3
;PI(ITBIGCK
;
/S
NO
TI LINE BLi!tKINGTJ BE MAX So CTR TO CTR SPACING MO UNDER EACH SUPPORT COLUMN LOTION
CEN
\
S I I I I I
I I
1B[AMS
HCRNI OCKIN
I
N
11 E NOTE at
•. I I
`
' I
'
p to w [-J _W t ; rn_
ro so to so ed ed rd
- (MAX)
.. _...(MAX)
_. (MAXI „ . _.. (MAXI
(MAM( . - .1!AM) .. to
(MAX
T_._.
1
T
T
i
----- PERIMETER PIER BLOCKING ASrRIES OE MAX IdC1R TO CTR SPACINGS (BOTH SIOESI _ --'
GENERAL NOTCS:
1. Perkneter pier blddkkp must Be Tv(nvlod Of bOIR stores Of all silence durMe (e¦Cepl at OWL Of Isar erWweds Of Ia 11") end
Z ON `v\\?
pporta trustrPe linCkidirig eigned wb ssuppOA VIa Lae sKles shown rKlovn and porCMS)
. FooWggXWW s end pie sulast
3. Colwm support prate. bale Will at b(RR sides Of Corner Oro wall OMAWV
4. The tabulated pier beds WKWft era KIEICeted live kuds plus honor read bads (maudI(q challis end wa14) 'Nirml fir"
WilmITYPI
h I .. ._. ( Ir APITYP) C.G.
_ ({ tl1
I'raNx`_ Piro(TYPI 49O
I FnOTING ITYP)
--- --- .._IMAALILGGII .I IKMILIlOOB-.
CIMSSIf ?...:
cliAblub
f---7 L. ? ... - -7 inDNT vii w
Set Ilp Mantrd Page 11
TABLE 4.4
FOOTING SIZES
PAD THICKNESS
SOIL CAPACITY (PSF) MINIMUM 1'AD SIZE
(IN X IN) FOOT CAPACITY SINGLE STACK
PIER DOUBLE STACK
PIER
1000 20 X 20 2778 4' 4-
24 X 24 4000 4' 4-
30 X 30 6250 4' 4'
1500 16 X 16 2667 4' 4-
20X20 4167 4' 4'
24 X 24 6000 4.5' 4'
30 X 30 9375 6.5' 4'
2000 16 X 16 3556 4' 4-
20X20 5556 4' 4-
24 X 24 8000 5.5' Al'
2500 16 X 16 4444 4' 4-
20 X 20 6944 5' 4-
24 X 24 10000 6' 4-
3000 16 X 16 6222 4' 4-
20 X 20 8333 5" 4'
3500 16 X 16 5333 4' 4'
20 X 20 9722 5' 4'
4000 16 X 16 7111 4' 4'
20 X 20 11111 6' 4'
Foundations in soil with a bearing capacity of less than 1,000 PSF or more than 4,000 PSF must have soil
capacities verified by a local Registered Piefessional Engineer familiar with local site conditions.
TABLE 4.5 PIER LOADING UNDER CENTERLINE.HEAM DOU@LEWIDE HOMES
24' WIDE HOM ES 26'& 28' WIDE H OMES 30' WIDE HOM ES
Span
Between
Columns
(FT.)
See
Note 1 Pier
Load
(Lbs)
20 PSF
Roof
Zone Pier
Load
(Lbs)
30 PSF
Roof
Zone Icier
Load
(Ibs)
40 PSF
Roof
Zone Pier
Load
(Lbs)
20 PSF
Roof
Zone Pier
Load
(Lbs)
30 PSF
Roof
Zone Pier
toad
(Lbs)
40 PSF
Roof
Zone Pier
Load
(Lbs)
20 PSF
Roof
Zone Pier
Load
(Lbs)
30 PSF
Roof
Zone Pier
Load
(Lbs)
40 PSF
Roof
Zone
6 1060 1440 1800 1260 1680 2100 1440 1920 2400
10 1800 2400 3000 2100 2800 3500 2000 3200 4000
12 2160 2880 3660_ 2520 1366 4200 2880 3640 4800
14 2520 3360 43.0 2940 39:'0 4900 3360 4480 5600
16 2880 3840 46U0 3360 ^4480 5600 3840 5120 6400
18 3240 4320 5460 3780 5040 6300 4320 5760 7200
20 3600 A800 6C60 4200 5600 7000 4800 6400 8000
24 4320 5460 72U0 5040 6720 8400 5760 7680 9600
NOTES:
1. Where a column is located between mo openings or when two columns are too
close for separate piers, sum the loads for each opening to obtain the required pier load.
2. See Table 4.4 for minimum footing si: cs based on pier loads an,i allowable soil
bearing capacities.
3. The concentrated loads consists of f not loads only.
4. Pier locations at the marriage wall are marked with paint or metal indicator straps ? k
(or see specific foundation plans for pier locations) 0
AL I
Set 111, td:inurd P i ;r 12
---?_.
Chapter 5 -Set-Up Prru:?dures
5.1. Moving Home To Location. Make sure the
following Items are completed before placing the
home:
1. The site is property prepared. See Chapter 3.
2. All concrete work necessary to setting the home is
finished.
3. Utilities are installed or available.
4. Any trenching, for crossover drain lines or for wheels
that will be left in place, is complete.
6. Items that could be difficult to install after the home is
sited (such as anchors and ground moisture retarders)
are in their proper locations.
CAUTION: THE-HOME. WEIGHS. SrVrRAL TONS. _ USE
AQEQUATE__TEMEORARY_SUPPORT .13LOCKING TO
SAFECZUARn.1MQBKERS. WQQQ 01 OCKING FOR YOUR
HOME IS RECOMMODEV.
5.1.1. Positioning the home. When not placing the home
on a concrete slab or poured-in-place footings, mark
the comers of the home and lay out footings, and
support devices close to where they will be used.
5.1.2. Then move the home or first section into position.
5.2. Singlewide Homes - Leveling and
Blocking
5.2.1. Before doing any jacking, place support piers for the
home in the locations under the home as specified in
the home installation instructions
5.2.2. Use a minimum of two jacks, each with a rating of at
least ten tons.
5.2.3. Jack only on the main chassis I Beam. Locate the
jack directly under the vertical web of the I-Beam Do
not jack on the seam Qoint between flanges) of a twin
I-Beam.
5.2.4. Use a large 318 inch thick steel plate, C-channel or
other equivalent plate between the main chassis (-
Beam and the Jack head to distribute the load.
5.2.5. The Jack base, and any blocking, must be located on
firm ground.
5.2.6. Do not operate the jacks while you are under the
main I-Beams of the home.
5.2.7. Use jacks only for raising the home. Do not rely on
the jacks to support the home.
5.2.8. Place 4" x 6" x 48" minimum safety limbers between
the I-Beams and ground in case of jack failure.
Timber should be hardwood.
5.2.9. Raise the home in small increments and provide
additional blocking between the home and the piers
and safety piers as the home is raised.
5.2.10. Do not go under the home while it is supported on the
jacks.
FAIIURETOfOLLOWTHESI r 0Nr'°'•'?.Y
i
RI 'ULT IN SERIOt C3 IN Alt ; r 11 r. A'
Reminders before jacking...
1. Use only jacks in good condition with
minimum rating of 10 tons.
2. Use a Minute Man C-Channel jacking plate c
equivalent between jack and steel I-Beam to distribute the
concentrated loads from jack to I-Beam.
3. Use a firm support under the jack base to prever
lipping or settling of the jack. A 12" x 12" or larger pad I
recommended.
4. Always follow the sequence of jacking outlined below I.
avoid overstressing structural members.
5.2.11. The jacking procedure is as follows:
5.2.11A.After the home is located in its final position
you can preliminary level it by using the hitcl
jack but only after adequately wheel blockini
the home so It does not roll.
5.2 11.2.Jack up one side of the home by placing on(
jack just forward of the front spring hange
and the other just behind the rear sprint
hanger of the same I-Beam. These twc
jacks must be operated simultaneously h
raise the home. Jack low side of the hoax
first. Install footings and piers; one jus
forward of the front jack and another jus
behind the rear jack (taking care not t(
exceed the correct spacing selected fron
Table 4.2.
52.11.3.Next, jack the main I-beam at the front on(
position a pier within 2'-0" of the end of the I
Beam. At the completion of this step, this
side of the home should be approximates
level.
5.2.11.4.Repeat Steps 5.2.11.2 and 5.2.11.3 for the
other side of the home. At the completion o
this step, the home should be roughly lave from front to rear and from side to sloe.
5 2.11.5 Place the remaining pier supports under lht
main I-Beam on each side taking care tc
maintain a maximum distance of no mort
than the spacing determined from Table 4.:
with piers located as specified at each and o
each I-Beam (see Figure 4.2).
5 2 116 Level the home within reasonable
tolerances, using a 6 foot carpenter's level
water level or similar equipment The fine
height adjustment is obtained by jacking th(
I-Beam and placing hardwood shim
between the piers and I-Beam or othe
approved methods such as adjustable piers
j
THIS LEVELING PROCESS IE
IMPORTANT FOR THE APPEARANCE
S0 Up M,vr at - Page 13
5.3.
5.3.1
AND IS ESSENTIAL FOR THE PROPER
OPERATION OF DOORS, WINDOWS AND THE
DRAINAGE SYSTEM.
5.2.11.7.Place additional supports at eacn side of
sidewali openings over 4'-0" wide and each
side of exterior doors.
5.2.11.8 Within 90 days after Initial set-tip, the home
should be releveted, if necessary, to
compensate for any pier settlement. Following
the procedure in Item 5.2.11.6. above.
5.2.11.9.NOTE: DURING THE LEVELING OR
RELEVELING PROCESS, LOOSEN FRAME
TIES AND OVER-THE-ROOF TIES (IF
PROVIDED) PRIOR TO JACKING THE
HOME.
Multi-Section Homes
Blocking and Leveling
With the exception of the requirement for support
under the marriage wall of doublewide units, leveling
and blocking procedure are the same as for
singlewide units. Prepare the site as previously
described. It may be desirable to construct the
fooling and piers (to grade height) prior to moving the
home to its final location. Figure 4.2 and 4 3 illustrate
the typical pier layouts, making special note of
additional piers required at center beam support
locations.
Leveling and blocking the U Half. Figure 51
shows the way we recommend you level the home.
To prevent tipping or settling, use a firm support
under jacks. Use a steel channel or plate between
jacks and steel beams to distribute the load. Use
equipment in good working condition and strong
enough to handle the loads. Work safely whenever
you are under, in, or around a home that is being set
Use the following jacking sequence:
5.3.1.1. Using the water level described in Figure 5 1
or a 6' level, check the level of the Door
crosswise in the axle area. If the floor is not
level from side to side, place the 10 ton jack
under the low side I-beam at the axle area and
carefully raise the I-beam until the floor is level
Place blocks under the I-beam, on each side.
at the pier points closest to the jack Insert
wedges, as shown on Figure 5 1, so that the
blocks bear the weight
5.3.1.2. Place the level lengthwise on the floor, and
working towards each end of the home, place
blocks and wedges under both 1-heams, at
selected pier spacings. Make contimious
checks with the level, both lengmwiso and
crosswise. If you mu:d I. k
the U-side to keep it level as you work towards
the ends, jack it only under the 1-beams and
only enough to make It level.
53.2. Leveling and Blocking the X Half. CAUTION: Do
not proceed with the X-half unfit the U-half is
completely level and property blocked. After it is,
proceed as follows:
53.21. Remove the plastic used to close up the open side
of each half during transportation, but DO NOT
remove the wood supports holding up the ceiling at
the open sides. Park the X-side as closely as
possible to the U-side. At this point, insert a mating
gasket between the two halves at the floor line,
endwalls and roof. We suggest use of 6" fiberglass
insulation or an equivalent sill sealer. Slide the X-
half sideways to the U-half by using two come-a-
longs, placing one end on the U-half I-beam and the
other end on the X-halt I-beam. Use one come-a-
long at the front and one at the rear, or more if
necessary at interim locations.
5 3221 Place a 10 ton jack under the X-half Inside I-beam
about 1/3 of the floor length from each end.
Carefully jack the X-half inside I-beam until the X-
half floor edge is about even with the U-half floor
edge, as shown in Figure 5.3.
5323 Loosely lag the X-half floor joists to the U-half floor
joist using 3/8" x 5" lags, 36" o.c. at Wind Zone 1
and per Figure 5.13 for Wind Zone 2 and 3. To
prevent the splitting of rim joist pre-drilling of holes
may be required. Do not tighten these lags at this
time.
53,214 Temporarily block the X-half Inside I-beam at
selected pier spacings, removing the jacks and
place them under the X-half outside I-beam about
1/3 of the floor length from each end.
5 3 2.5 Carefully jack the X half outside I-beam until the X-
hall floor is approximately level crosswise.
Temporarly block the X-halt outside I-beam at pier
points. The X-hall should be very close to the U-
half, and the small space (if any) between the floors
and ceilings of the X and U halves should be the
same. The two sides should now be loosely
attached at the floor joists. The U-side is
completely level and blocked. The X side should be
nearly level because the ceilings and floors were
made to match up. You are now ready to level the
X, half so that it is even with the U-half, and to
permanently block it.
5326 Place a 10 ton jack under each I-beam of the X-half
at the axle- area. Carefully adjust the floor to the X-
half until it is level with the floor of the U-half. Go to
the outside I-beam of the X-half and adjust it so that
the X-half floor is level crosswise The X-half floor
should non he level crosswise and even with the U-
Imif floor
c..•tIif P.4nni.a P,,, 14
5.3.2.7. Place blocks under the I-beams, on each side of the
X-half at the pier points closest to the jacks. Insert
wedges, as shown on the drawing, so that the
blocks bear the weight.
5.3.2.8. Work towards either end, placing blocks and
wedges under the I-beams on both sides, at
selected pier spacing. Make continuous checks
with the level to be sure that the floor of the X-half is
level and even with the U-half. CAUTION: Do not
over-Jack the X-half or you will strain the lags
attaching the two halves together, make the floor
unlevel or cause other problems.
5.3.2.9. Both halves should now be blocked and level.
Before tightening the lags through the floor joists
underneath the home, check all alignments. Are
the front and rear end walls flush? Are the floors
and ceilings flush? Tighten the lags through the
floor joists, starting in the center and working
towards each end.
NOTE: When the two sections are in place, aligned
and leveled, gaps between floors or ridge beams,
1 112" wide maximum, which DO closed extend the
full length of the home may
plywood or lumber shims. The lag screws in the
shimmed portion may need to be increased in
length to ensure that they engage both the floor rim
or roof ridge beam with the same penetration as
area's without gap.
5.3.2.10.a d that floors are securely lagged togetherbyou are
ready to move to the ridge beam. Wind
And 3.
5.3.3. Zone Ridge
Figure 5.13 At Wind Zone 2 A At
5.3.4. End Wall Fastening.
5.3.4.1. Secure the end wall studs, where the two halves
come together, by driving 16d nails every 6" into
both sides of the matching end wall studs at
Wind Zone 1 (Ref. Figure 5.13 at Wind Zone 2 &
3.)
The home should now be level, properly blocked
and properly and securely fastened together.
CAUTION: Once again, use the level and be
sure that the floor is properly level throughout
the home. Many problems will result if the floors
are not ltogether. tf Tthe home Is his is your final tcheckproperty
for
fastened
level. Adjust the wedges between the blocks
and the I-beams so that the floor Is level.
5.3.5. Shingle Roof Close-Up. (sen Figure 5.5)
5.3.6. Interior Closure.
5 3.6.1 supports used to brace the ridge
beam
during shipment Do not damage the
ceiling.
5.3.6.2. Interior marriage column support studs at
each end of open span area must be too-
nailed together with 16d nails 12" O.C. of
118 x 4' wood screws at 24' O.C
staggered. (see Figure 5.6).
5.3.6.3. Install the center beam furnished with the
home.
5.16.4. Fit and secure carpeL Use your carpe
stretcher. Bond carpet seams with you
heat bond tape and seaming iron. Put tht
tape (glue side next to carpet) under tht
seam and apply heat to the top of tht
tape, pressing the carpet Into the glue
(NOTE: You must stretch the carpet ul
to the seam and tack it down lemporarih
until you get the carpet seamed.)
5.3.6.5. Install Interior trim moldings, a
necessary.
5.3.6.6. Adjust for proper operation all cabin:
doors, interior and exterior doors an,
sliding or folding doors, as necessary.
5.33. Extorior Closuro.
5.3.7.1. The house-type exterior lap siding
applicable) needed to close-up the end
has been furnished with the honx
Starting at the bottom, install each tours
of siding, cutting to fit as necessary (se
Figure 5.7).
5.4. Crossover Connections For MuIUSsctio
Homes.
5.4.1. Utility Crossovers. Connect wale
drainage, gas, electricity, telephone ar
utility crossovers as outlined In Chapter 1
5.4.2. Ductwork Crossovers. Clamp it
flexible air conditioning and/or heatir
ducts to the sleeves projecting throut
the bottom covering, seal the duc
adjustable collars with several wraps
duct tape,
g=nd. Ifsleeves end tiuSR?d-?
arenot installed, c
opening for one sleeve and attach
main duct close as possible Sjjlg thl and
furnace (see Figure 5.8); opposI
sleeve(s) should be attached ere the e a
duct(s) at a point
approximately as many registers fOrwe
as there are to the rear. Inspect to inst,
that duct work is not crushed or touchl
the ground and is as level as possible.
Set-Up Manual - Page 15
FIGURE 6.1 - USE OF WATER LEVEL
PLACEMENT
+vo vE
yieiEaunE ----
- '-- - - wcocE
I:Otl761tlE8 - r--===?- -
TUBE
aWPOAlgE1pGE
Five gallon pail with lid
Plastic tubing -100 feet x 318' or 12'
Cork -1.12'
Male barbed tilting - 3/8"x 314'
Steel washer - 718'
Nut - 314'
Female barbed fitting - 318' x 12'
Mlle valve -12'
Pipe sealant....
Food coloring . 8 oz.
Use RV solvent in cold weather....
FIGURE 6.3 - CAREFULLY JACK THE X HALF
INSIDE I-BEAM UNTIL THE X HALF FLOOR EDGE
IS ABOUT EVEN WITH THE U HALF FLOOR EDGE.
PLACE AT ANY PONT MOUND NOYa
114W to Ufe ¦ Water Level'
Unroll tubing: Position level where it is to be
used. Take care not to have kink in ft. step on ft
or lay anything on 4...
Check for air bubbles: To remove bubbles;
tower valve below bottom of container and open.
Close valve when bubbles an out...
Container location: Located so valve can reach
an areas of home. Build up container so water
line in valve end of tubing Is at the
predetermined height support devices will be
sat...
Leveling: Secure valve above determined
height and open. Adjust device as needed.
Close valve and move to next leveling location...
NOTE: Level all support devices before
lowering home.
JACea
ROLLER SYSTEM
FIGURE 6.2 - WATER LEVEL
JACKS *UQQESTXDTTP.
Set-Up Manual - Parr, 16
FIGURE 5.4 -ROOF RIDGE FASTENING (WIND ZONE 1)
FIELD
INSTALLED
SHINGLES
RO MBEAMS
FIGURE 5.5 - SHINGLE ROOF CLOSE-UP
4 1 10 m 00 G.4 (0177 MIN) GALV STRAPS FASTEN TO
RAFTERS AT EACH ENO OF ROOF AND EVERY CO'
FASTEN VAIA (4) 10O NAILS OR (4) IS GA A 7MP 4 7A?
STAPLES AT EACH END OF EACH STRAP INTO RAMA
1. INSTALL 150 FELT RIDGE CAP OVER PREVIOUSLY
INSTALLED 4 x 10 METAL STRAPS.
2. ADD TWO ROWS OF SHINGLES AS SHOWN BELOW
OVER 150 FELT RIDGE CAP.
RIDGE CAP SHINGLES ARE 36 x 12 CUT IN
THREE SECTIONS, FASTEN WITH MINIMUM
V L0. GALV. FASTENERS, APPROX. (4)
FASTENERS PER SHINGLE.
FIELD INSTALLED SHNOLES
(t) ROW EACH HALF
(APPROX. 17 WOE )
150FELTCAP
3. INSTALL RIDGE CAP SHINGLES ALONG THE ROOF
PEAK AS SHOWN ABOVE BEGINNING AT EITHER END
OF THE ROOF AND OVERLAP EACH PIECE APPROX. 6',
NOTE:
-- RO UPEAMS
SHINGLE FAST NING DETAIL
V x V x 16 GA. (MIN) GALV. STAPLES 08
0.407 IT V x 12 GA. (MIN) ROOFING NAILS
(4 PER SHINGLE, MIN.) ® WIND ZONE 1
(e PER SHINGLE) ® WIND ZONE 2 AND 3
X•1•H-1'
Y • 1' FROM END OF SHINGLE
7. 5 &a* FROM EDGE OF SHINGLE
FASTENERS ARE NOT TO BE ABOVE TAR STRIP
OR BELOW RAIN SLOTS
WHEN SHIPPING STRAPS ARE REMOVED
FROM THE ROOF THE NAIL OR STAPLE
HOLES MUST BE SEALED WITH A ROOFING
CEMENT. LIFT THE SHINGLE TAB WHERE
THE HOLE IS AND APPLY CEMENT ON THE
UNDER SIDE OF THE FASTENER HOLE.
ri ?1
WINO ZONE 1
TYPICAL SHINCLE
4-FASTENERS
WINO ZONE 2 S S
TYPICAL SHROL E
6fASRWAI
(OR FOLLOW INSTALLATION INSTRLICTOHNS ON SHN01I MAPPER)
Set-Up Manual - Page 17
FIGYRE 8.6 -TYPICAL FASTENING AT MARRIAGE WALL COLUMNS
INTERIOR MARRIAGE WALL COLUMN SUPPORT STUDS
(AT EACH END OF OPEN SPAN AREA)
TOE NAIL TOGETHER WITH led NAILS 12' O.C.
OR e 9 x 1' WOOD SCREWS AT 24' O.C. STAGGERED
??--- HOME CENTER LINE
FIGURE 6.7 - FIELD APPLIED HORIZONTAL LAP SIDING
Step 1- Pro-fasten ridge vent base to root with
shipped loose 1 3/4* tooling nails each side. (SHIP LOOSE)
RIDGE VENT
Step 2. Install Ridge cap shingles over ridge vent / SHINGLES
be" and fasten to each truss at each side with
shipped loose 1314* Corrosion resistant nails. ?_?'' OECKINO
(OPTIONAL) RIDGE VENT
INSTALLATION
INSTALL SIDING PER FOLLOWING DETAILS A TIMOUGH E off PAGE Ie
WINDOW -- 0
INSTALLED
WITH! RAIL
-- J PORCH LIGHT
AROUND
-. HOME INSTALLER
AL
PLA TIC
_ U EDFO
SHEETING ING
SHEETING USED FOR
ORNER TRANSIT PROTECTION
/ INSTALLED
DOOR INSTALLED
WITH J RAIL
INSTALLED
CORNER
TRIM
INSTALLED
DOUBLE-SECTION HOMES WITH HORIZONTAL LAP SIDING MAY BE SHIPPED WITH NO
SIDING ON THE FRONT AND REAR END WALLS. THE FOLLOWING ITEMS WOULD BE
INSTALLED: DOORSNANDOWS TRIMMED WITH J•RAIL; CORNER TRIM; AND COVER
WITH PLASTIC SHEETING FOR TRANSIT. ALL SIDING, STARTER TRIM, FASTENERS AND
VENTS WILL BE SHIPPED LOOSE IN THE HOME FOR INSTALLATION ON SET UP.
HOME INSTALLER TO COMPLETE INSTALLATION AFTER HOME IS SET UP. THIS WOULD
INCLUDE THE INSTALLATION OF ROOF VENTS, IF REQUIRED.
Set-Up Manual - Page 18
FIGUR15 5.7 (CONTINUED) LAP SIDING INSTALLATION
INCORRECTLY CORRECTLY INCORRECTLY
APPLIED APPLIED IED
4 r i-
'_ -
DETAIL A
--- STAGGERPANELS
As a
f "N t
DETAIL B
---- __-°--- -
MARK ANGIE FOR CUE tSCRAP'\ PIFCFSOF
SIDING
PATTERN FOR
DETAIL C
------------- - ------ --
J-TFIIM
RY
? W(APPROx)
?
A
I In MIN
I
DMRTER
ALL PURPOSE
-
.
??_ .
TRY .-% ..
DETAIL D
FIGURE 5.8 CROSSOVER DUCT INSTALLATION
VINYL LAP SID)19
Apply a 2' wide strip of duct tape at the marriage joint of the
endwalls for the entire height of the walls. Apply the duct
tape directly over the sheathing.
The siding panels should be attached using 7118 x 1 1/2' x
18 gauge galvanized steel or aluminum staples. (8d
galvanized nails may also be used,) Staples should be
driven so that there is a 1132' clearance between the siding
and staple crown to allow some lateral movoment. Fasten
every 18' to each stud. See Detail A for proper fastening.
Snap the bottom course of siding Into the starter strip and
fasten to the wall. Leave a 1/4' space at comer posts ond'J'
channels around window and door openings to allow for
expansion. Do not fasten within 4' of an accessory. Verbal
butt joints In panels should overlap V. Do not fasten the
panel within 4' of the joint. Install vinyl, aluminum, felt or
other suitable material for gashing at bottom comers of doors
and windows per Detail E. Apply caulk around siding and
light blocks, water faucets, or other small penetrations.
Install successive courses similarly to the first. Butt joints In
adjacent courses should be offset by aWeasl 24'. Joints In
alternate courses should be aligned venially (see Detail B).
Panels will have to be cut at headers and sills. A single
panel should extend without joints across the width of the
opening. When cutting a panel at a sill, measure the
distance between the bottom of the opening and the lop lock
of the lower course, then deduct 1/4' (see Detail C,)
Slide the cut panel into the under sill trim and Install. Note
that the undersill trim piece may have to be furred to
maintain the proper pitch of the siding.
Measure and cut the header panel In the same manner as
indicated above.
The top sections at the gable will need to be angle cut. Use
two scrap pieces of siding to make a pattem (see Detail D).
Interlock one piece with the siding panel below. Hold the
other piece on top against the gable. Mark a line on the
bottom piece and cut. Use this piece as a pattern for CUWM
gable pieces. Install the gable pieces by Interlocking with
the lower course, sliding into the gable'J' rail and fastening.
FURNACE
,
I
r
l
/1 ?
DUCT
I DUCT
?
.
„.
?.?..._...1 ...?....,
.- __..... 4
-
-
-DUCTADAPTER
USE ADEQUATE DUCT SUPPORTS AT
' CROSSOVER IXICT ADAPTER LEAST EVERY ID FEET TO PREVENT
LOCATED AS CI 051 A3 POSSIPIE GROUND CONTACT IMIN CLEARANCE
DIRECTLY BEI OW FURNACE / TO GROUND TO BE P)
IV I11 I III E INSULATI.DI CROSSIM
DUCT WI R PERM MAX VAPOR BARRIE R
Set-Up Manual • Page 19
5.5. Tie Down Requirements For Single And Multi designed is not recommended. (See data
Section Homes. plate.)
5.5.1. Anchoring Instmetlons. After blocking and leveling, 552-3 . Flood-Prone Areas. Installation of our
the Installer should secure the home against the wind manufactured homes in food prone areas are
loads. The type of installation determines how this not recommended. Foundation
should be done, as follows: considerations are discussed in section 4.3.1
and the FEMA document referenced In
CAUn NL In order to avoid electrocution and the Paragraph 4.4.3. Unconventional anchorage
possibility of damage to underground services, prior to and tiedowns often are needed in designing
digging for the purpose of securing anchors, make and constructing the special elevated
sure that the location of underground electrical cables foundations that may be required in flood-
,
gas lines, sewer lines, and water lines are clearly prone areas. Consult a registered
marked above ground. professional or structural engineer.
5.5.1.1. Number And Location Of Anchors. Select the 5.6. Installation Of On-Site Attached
number and location of straps and anchors from the Structures. Design all attached buildings
chart and diagram of Figure 5.9. Only listed and and structures to support all of their own live
approved ground anchors capable of resisting at least and dead loads, and to have fire separation
the minimum loads given in the chart must be used. as required by state or local ordinances.
5.5.1.2. Installation Of Anchors. Tie down systems are 5.6.1. Attached Ganges. Attached garages must
designed using anchors with minimum working be installed according to the manufacturer's
capacity of 3150 lbs. Installation of anchors (angle, Instructions and to all applicable local codes.
stabilizer plates, type of soiling, ...) should be per They must be supported independently of the
anchors installation instructions. factory-built portion of the home. Electrical
circuits in garages should be provided with
Install the anchors at the locations selected from ground fault interruption.
Figure 5.9 and 5.10 at Wind Zone 1 and Figures 5 11,
5.12 and 5.13 at Wind Zones 2 and 3. When 5.62. Porches. Site-constructed porches must be
connecting more than one strap to a single anchor, constructed and Inspected according to
lining the shaft of each anchor between the two straps applicable local building codes. They must be
is recommended (refer to anchor's installation supported independently of the factory-built
Instruction.) portion of the home.
5.5.1.3. Tie-Down Instructions. Because high winds can 5.6.3. Steps, Stairways And Landings. Steps,
occur anywhere, the home should be "tied down" to stairways and landings must be constructed
the ground in order to withstand sliding and/or and inspected according to applicable local
overturning. See Figure 5.9 and 5.10 for anchor and building codes.
tie down strap at Wind Zone 1 and Figure 5.11
through 5.13 for anchor and tie down strap 5.6.4. Skirting. Skirting installed around the home
requirement at Wind Zone 2 and 3. Vertical ties or must have non-closing vents located at or
straps positioned at studs are available as an optional near each comer and as high as possible to
item for additional stability in Wind Zone 1 (standard at cross-ventilate the entire space under the
Wind Zone 2 and 3). When provided, attach to ground home. Open vent area must be equal to at
anchors with 3,150# minimum rating. least one square foot for every 150 square
'
feet of the home
s floor area, and this area
5.5.2. Severe Climatic Conditions, must be further increased when insect
screens, slats, etc. are used over the open
5.5.2.1. Freezing Climates. Be sure anchor augers vent area. In freezing climates, install skirting
are installed below the frost line. During so as to accommodate 1-2 inches of frost
period of frost heave, be prepared to adjust heave uplift to prevent buckling of floors.
tension on the straps take p slack. Take care to insure that rainwater cannot be
channeled or trapped between the skirting
5.522. Severe Wind Zones. Installing your home in and siding, and that normal movement of
any zone that requires greater wind-resisting siding is not rr. ded.
capabilities than those for which it was
Set-Up Manual - Page 20
FIGURE 5.9 • WINO ZONE 1 TIE DOWN REQUIREMENTS
MAXIMUM
STRAP ANCHOR MIN ANCHOR
METHOD WORKING SPACING
CAPACITY ZONE I
SINGLE
STRAP JISOLBS. Iw-T
Td YARMUY 7a MA70R1M
BEE MOVE CNNIT
O
\ - FRAME "EAM
0 <, <} O 0
, 601CdEVME 740' MARMIIM
7-0' MAXMW
SEE MOVE CHART
Cj-
FRAME I BEAM
ANCHOR
a
OOIIBI LOO
r r:; ti
Set-Up Manual - Page 21
FIGURE 6.10 • WIND ZONE 1 TIE DOWN INSTRUCTIONS
APPROVED TWO"
STRAPS .
3W TO O• i
L1
ANCHOR
• NO ADDITIONAL STRAPS AT
INSIDE FBEAM LOCATIONS
ARE REOUOIEO.
APPROVED FBE/AI MEMBER
TIE-0OLMr _
STRAPS
BUCKING BLOCKING 1 ?
30' TO Br
? .G91101E1100E
ANCHOR
AM CROSSMEMS[R MAW
1-0EAM APPROVED TIE40M
't r STRAPS
.PIER PIER ?: t•:
SLOCIONG BLOCKING
DaieLEYYIDE -- r•-'-? '? ?'•_7
s'
ANCHOR
CENTERLINE eLOCNwo FOR CLEM SPANS
MEMBER
APPROVED
M-001MN
STRAPS
30• TO SO•
l? FACTORY INSTALLED HMICANE STRAPS
(NREN PROVIDED DUE TO MARRMDE WALL
/
DESIGN) TO BE TIED TO M ANCHOR VMTN s
ANCHOR 3150 MIN RATING. ANCHOR
NOTE FRAME AND MARRIAGE WALL
BLOCNWO WSTALLEOWITIM HOLES
VERTICAL.
SEE TABLE 4.1 FOR TYPICAL
PIER CONSTRUCTION.
1. Other methods approved by local building authorities may be used.
W. 5leel anchoring equipment exposed to the weather shall be protected with at least 0.30 oz. of zinc per square foot of steel
3. Anchoring equipment shall be capable of resisting an allowable load of 31500 and should be certified by a registered
professional engineer or architect to resist these specified forces in accordance with testing procedures In ASTM standard
specification D3593.91, standard specification for strapping flat steel and seals.
4. Anchors 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 of diagonal lie and/or vertical tie loading and angle of anchor
Installation, and type of soil in which the anchor Is to be Installed.
5. Ground anchors should be Installed to their full depth and embedded below the frost line and be at least 12' above the
water table.
0. Tiedowns must start no more than 2'•0' from each end of unit (i e. open end anchorage). Protection shall be provided at
sharp comers where the anchoring system requires external straps or cables. In all cases, no exposed part of anchoring
system shall protrude past edge of floor.
Set-Up Manual - Page 22
FIGURE 5.11 - WIND ZONE 2 8 3 TIE DOWN INSTRUCTIONS
INSTAI L HURRICANE STRAPS 1VERTICAL S OIAOONM I PER
DFTAR 'A' ONLY AT ARFAS WHrRE ANCHOR S STRAP
INSTAL LATIGN DIRECTLY UNDFR SIOEWAIL IS NOT
POSSIBLE DUE TO CUT FLOOR AT ENDS (SREYW O
CORNERS) OR RECESSED ENT" AT SIOEMMIL Ile"
OVAIL 'A' Anchor
MU El LEWI DE
HEIGHT
FROM
GROUND
'ANCHOR
HIE _IGHT
FROM
GROUND
ANCHOR
-I
SEE TABLE FOR MINIMUM S MAAIMIN
HEIGHT (FOR PIER HEIGHT SUBTRACT THE
HEIGHT OF "EAM )
I1R^F
00
C' ? Ts+rlw
I-;1
GRADE
22 TO O OONO ZONE 2
22 TO 610 WW ZONE ]
:
jj I ) I j ?\
VRAnF.
I STRAP • ANGE
ANCHOR TO BE RATED 31 SOa 22 TO 41 a ONO 201
TOTAL FOR BOTH STRAPS 22 ToS10w1NOz
)INSTALL PER MANUFACTURERS
INSTALLATION INSTRUCTIONS) 1. Vertical lies are requ
yll]S21.i.I.IIY L. -
SEE TABLE FOR MINIMUM S
MAXIMUM HEIGHT (FOR PIER
OWM SUIBTRACT THE HEIGHT
OF HBEAM IN fAI I 1
ANn SrH Pa
S.P Al WINO LONE 7
W AIAr_wiNn
1 ...... '
NOME IlO01
..._V ...I STRAPANGLE
22 TO 4? 0 WINO ZONE 2 • µp4OR
22 TO 610 ONO ZONE] •
MIN. 6 MAX. HEIGHT FRO
WIDTH ZON
75•IR• BM SP
14' TO 36' M GROUND [SEE ABOVE
E 2 ZON
Da-LIZ' bM SP 75 1/2' 6M SP
I WIND ZONE
E 3
a9 t17' BM SP
NIA
ALTO 57'
:
_18 LQ@2' 12* TO 48'
4
4 12' TO 52
1 ?
12'TO38'_
2* TO 64
ired in addition to frame
tiedowns. Frame tiedowns and anchors an not supplied.
2. Steel anchoring equipment exposed to the weather
shall be protected with at least 0 30 oz. of zinc per
square foot of steel.
3. Anchoring equipment shall be capable of resisting an
allowable load of 31WO and should be certified by ¦
registered professional engineer or architect to roast
these specified torus in accordance with lasting
procemlres in ASTM standard specification D3593.91,
standard specification for strapping Pat steal and seals.
1. Anchors 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 of diagonal lie and/or
vertical tie loading and angle of anchor installation, and
type of soil in which the anchor is to be installed.
6 Ground anchors should be installed to their full depth,
and embedded below the frost line end be at bast 12'
above the water table and
6. Tiedowns must start no more than 2'-0' from each
and of unit (I a open end anchorage).
7. Protection shall be provided at sharp omen where
the anchoring system requires external straps or cables.
9. In all cases, no exposed part of anchoring system
shall protrude pest edge of Poor.
9. Design based on 75 12' or 9912' I-beam spacing 8
a maximum sidewall height of 1'-8'.
i
E 7
ONE] ANCHOR
1
1
i
Set Up Manual - Page 23
I
l
FIGURE 5.12 - LONGITUDINAL TIE DOWN DETAIL
(WIND ZONE 2 AND 3)
MOLENDF ALTERNATE TKDDWN
\STRAP • SEE BELOW
4- Altar WIEAM
L' nP W 6/A/A]111O TeD01MIeRAIl Ifa1 VKM
LONGITUDINAL TIEDOWN CABLES
} -1- BEEBELOWFORREOUIREMENf1
I?f?-\\ I ///j
MAIN "E AM
\AlT[RAATE Ie:00VM
LAW "EA M ISTRAP• SEE BELOW II
nOURLEIEOQE I
fi. \ALTERNATE TIED"
II
MAIN MEAAI 61`11AP-1EE BELOW II
I \
?
---?- - _ ! I-i----- -?'
ALTERNATE LONGITUDINAL TIE DOWN DETAIL
FROM OR REM FRONT OR REM
CROSaMEMBER I OF wIR
MAIN 14EAM
1ON01TU
TIEDONN STRAP ks I -1
GROUND LEVEL I I I
GROUND
ANGLOR
1 -.
Notes:
LOCATE
C UNIT Af
I Tf
'A'
STANDARDANCHOR
INSTALLATION
FRONT OR
REAR OF
UNIT
MAIN 1BLAM 4c
RONT OR REM
ROSSM IAKA
LONGITUDINAL _
TIEDOMCADLE ` 1 J
I. .1_ _I OROIMO
LEVEL
f.___. I__j {_
OROlINO
GROU D LOCATE ANCHOR BACK
ANCHOR - FROMMOO/UMTA
INSTANCE APPROIUWTELT
\EOWL TO SUPPORT
_ NEWAT
ETEeoLT, \
NUTEWASHER
NOT INCLUDED.
STRAP
FRONT OR REM
CROSSMEMBER
LOCATE STRAP NOT MORE TIM LO FROM
INSIDE OF MAIN$4UMS -\
6DEWALL 1-_ 1 SINGLE ( 1 SEIDEWALL
OR I-BEAM DOUBLE YAW EAM
I- - WDE
NOME
3ROUND FRONT OR REM _ 1
LEVEL CROSSMEMBER GROUNDLEVEL
STRAP STRAP
'A-
1. Longitudinal Ile-downs, when required, are In addition to diagonal tie-downs along the
main beams. Locate anchw back from each end of house a distance apptoaimaley equal
to the support freight.
2. Ground anchors, straps, and cables (including eyebolts, nuts, etc.) shaN be capable of
resisting an ultimate bed of 4125 Ibs. (3150lbs design bad). Instal ground anchor
N accwdanca with the anchor manufacturer's installation instructions.
2. Anchor system subject to local Inspection &I firm at Installation,
4. Other miI approved by local authorities having jurisdiction may be used
Longitudinal tledown requirements (hams length glean as box size, not Including hitch): "41101 it I ii-N, 1101,
SingNwides:
WNW Zone 2 - homes less than 50' long, 2 badowns in front, 2 tledewns in tear. Homes 50' or longer no Ihedowns required. See note 1.
WNW Zone 3 - instal 2lMdowns N front. 2 0edowos In rear for all single 8 double wide hornet. See note 1.
Doublewides:
Wkhd Zone 2 - homes less than 58' long. 2 lfedowns in front, 2 Iledowns in rest. Homes 58' or longer no liedowns required. See note 1.
Wind Zone 3. Instal 2 Nedowns In hoot, 2liedowns in rest for al single 8 doubts wide homes See rote 1.
1
Set-Up Manual - Page 24
FIGURE 5.13 - ROOF RIDGE/FLOOR FASTENING
AND TIEDOWN REQUIREMENTS FOR
WIND ZONE 2 iL 3 AT MARRIAGE WALLS
ENDWALLATCENTERLIKE --_.., _.. 316' X 6" Lag
NAY/CREWS AI a'OL (MAx) SGrewe
ATZONEZAND
61G'OC(MAx)
(Pro Drill)
AT ZONE 3 16. OC Zone 2
(MAY SE TOED) 1a
' OC Zone 3
(Staggered)
VERTICAL TIES
FACTORY INSTALLED
AT RECLINED SPACING
ANCHOR
I ANGLE
(EA HALF)
Ir I m
f.-- f.
Y AJOLE (EACH Nwi
WHEN SPECIFIED IB ON
OPPOSITE SIDE OF PIER AT
COLUMN
NOTE. POSITIONING OF
ANCHORS FROM EACH
OTHER TO BE PER ANCHOR
INSTRUCTIONS
ANGLES QMLllltlt!
ALT. #1
CENTERLINE
STRAP DETAIL
(SEE NOTE 02)
ANCHOR -SEE OCTAILSBELOW
i L
---- COLWNSTUO
FACTORY BOTTOM PLATE
INSTALLED
/
O OW aI•IM RBI JOIST
HURRICANE
STRAP
?'•f ;EEE TABLE A I FOR
TYPICAL PIER
I? CONSTRUCTION
I \ ? X11 /
"" WICH HURRICANE
STRAP IS REOUNED
ON EACH HALF AT
SAME ANCHOR
31WOMIN LOCATION, BOTH
ANCHOR - - STRAPS MAY
CONNECT 10 ONE
DOUBLE HEADED
ANCHOR
CENTERLINE STRAP DETAIL
ONLY-ONE SECTION OF
HOME ?3 SHOWN FOR
CLARITY
Notes:
1. Marriage wall anchors to be rated a131506 minimum Capacity (47250 ultimate).
No.
ANCHOR
4
couaw
aTwe
ORA _
JOISTS
GRADE L
I
ALT. 02
CENTERLINE
STRAP DETAIL
(SEE NOTE art)
2. Optional angles or 1.1/2' x 1.112' x 11 ga. (min.) steel angle with two (2) 7116' 111& hobs 311' minimum from each and and 2*
to 3' between hole centers. Angle Is lagged to centedine joist with (2) 316' x 3.112' tags. Maximum opening at Zone 2 for 1 set N
angles - 23'•11' ; maximum opening at Zone 3 for 1 set of angles - 17'-0'; if optional angles are used, angles are required at at
column locations.
Set-Up Manual - Page 25
ff -.
.-.I _F??..I. GRADE ..._I.I??_ ?? GRADE
COLUMN STUD
4 1
8.7 - PROTECTION OF WINDOWS a SLIDING GLASS DOORS BY HOME OWNER
For homes designed to be located in Wind Zones 2 & 3, the homeowner should install shutters or
equivalent covering devices. It is strongly recommended that the home be made ready to be equipped
with these devices with the following recommended methods:
a) Window clips - Optional aluminum clips may be provided with certain windows. The clips are designed
to hold the protective plywood in place. If your home is equipped with this type of window, the Instruction
for attaching the plywood and the clips will be shipped with your home. For plywood type and attachments
follow the Instructions provided to you by the window manufacturer. If clip attachment and plywood
specification are not provided, use Table 5.1 below for plywood and the figure shown below for a typical
application of this type of protective covering.
Wall studs
Exterior - - °?_
Siding
?. Aluminum clips
Plywood as per window
- manufacturer specifications
b) Direct plywood attachment - If your home is not equipped with any of the previous types of protective
window covering provisions, then the following instructions apply to your home. This type of wind storm
protective window and door covering is plywood installed over the window and doors. Plywood Is to be
bolted to the window frame with a 0.19' dia. bolt with 518' washer, and a common nut. The bolts are
spaced 8' on
center along the long sides of the window frame. Holes will have to be predrilled into the window frame.
Use plywood listed in table below for the application of this type of window covering. For doors, sliding
glass doors and windows without flange, remove mounting screws holding the door or window frame to
exterior wall. Place the required plywood (from table below) over the door or window framing and fasten
the plywood and framing back Into the wall studs through the same holes In the door or window frame.
Use #8x3' screws 8' o.c. for windows, and #8x4' screws 6" o.c. for sliding glass doors. See Figure 5.14
for a typical application of this type of protective covering.
MAXIMUM Table 5 1
WINDOW WIND ZONE
SIZE 2
3
PLYWOOD TYPE REQUIREMENTS
14.5' 3/8' APA rated ply. 2010 span ratio 318" APA rated ply. 20/0 span ratio
24.5' 3/8" APA rated ply. 2410 span rtitin 1/2" APA rated ply. 32/16 span ratio
30.5' 5/8" APA rated ply, 32/16 span ralin 5/8' APA rated ply. 40/20 span ratio
36.5' 5/8' APA rated ply 40120 span ratio 718" APA rated ply. 48124 span ratio
40' 7/8' APA rated ply. 48/24 span ratio 3/4" APA rated ply. 48/24 span ratio
46.5' 316' APA rated I wAvood framin 3/8' APA rated I y. wlvyood framing
72' 318' APA rated Ply. whvood framin 3/8' APA rated ply, wlwood framing-,;--I
• See Figure 5.14 for wood framing construction
Set-111) Manual - Page 26
FIGURE 5.14 • PROTECTION OF WINDOWS AND SLIDING DOORS BY HOME OWNER
e
? O18 Oiarheler DOll wrot lJB'wasMrand
.. - ? .-__ common mtl at e• o C. (ma[a1xnl) Wind
....__...... t _. -._ _._.... Zone 2 6 W o c (rrMxxn m) at Wlind Zone
- -
Wwrx a. 2. Place washer between bed head and
? Sue. I x lumber
1 1 •
I } 1 iw[ _- WArWmv Rarm
/ - ; 51 -- Plywood from table S 1 (papa 2e)
?
; 1 [ amber (arty grade SPF)
.. ..
' SE CT ION 00 ,
fWVw*norKa
• .?»B •? 2. 2 ANY GRADE, FASTEN 70:
. _ _
/
.? NAILS O EACH INTERSECTION
LIMBER 2[4q SPF1r OC.LAIOFIAI
FOR b V OR LARGER WWDOL
i
- -' PLYWOOD PER WINDOW SIZING CHART as r ] Irr WOOD SCREWS QS
- -U RECEIVING MEMBER
• nw.ooo rAU
1
WIN
SEE NOTES BELOW
OWN 512E
SEE TAIRE S 1
11
ae.rwDOn ,
SCREWS a V
0C
j KWRIeRIKL /
I` GRAIN
DODR FRAML WALL STUDS
1
n w
r I _ cw +. wu
SCREWS NFW9
oc
/I u:v I
/I I
NH
FRAMING
Box oUT FOR ANY PROTRUSIONS ON DOOR
SECTION AA
Notes:
1) 018' plywood APA rated exterior sheathing with 20/0 span rating
2) Locate plywood seam over 2 It 4 member
3) Fasten plywood to 2 x framing members with full PVA white glue and
6d nails or 08 x 2' screws Q 6' o a all around
Set•Up Manual • Pane 27
J6o Chapter 6 - Installation` oft
Optional Features
6.1. Awnings And Carports. Choose free-standing
products with columns to support their weight.
6.2. Accessory Windows. Install accessory windows
or components with the installation materials
supplied, and follow the manufacturers installation
Instructions.
6.3. Miscellaneous Lights And Fixtures.
NOTE: Circuits must be turned off to eliminate the
risk of shock.
Some exterior lights, ceiling fans and chain-hung
fixtures may not yet be Installed when the home is
delivered. All of these fixtures must be grounded
by a fixture-grounding screw or wire. For chain.
hung fixtures, use both methods. When fixtures
are mounted on combustible surfaces such as
hardboard, Install a non-combustible ring to
completely cover the combustible surface exposed
between the fixture canopy and the wiring outlet
box. If siding has not been Installed at a fixture
location, remove the outlet box and install the
siding with a hole for the outlet box. Then reinstall
the outlet box and proceed as for other fixtures.
6.3.1. Exterior Lights. Remove the junction box covers
and make wire-to-wire connections using wire
nuts. Connect wires black to black, white to white
and ground to ground. Caulk around the base of
the light fixture to ensure water tight seal to the
sidewall. Push the wires into the box and secure
the light fixture to the junction box install the light
bulb and attach to the globe. Refer to Figure
6.1(a).
6.3.2. Calling Fans. Follow manufacturers installation
Instructions. To reduce the risk of injury, Install
ceiling fans with the trailing edges of the blades at
least 6'4" above the floor (see manufacturers
instructions). If no Instructions are available,
connect the wiring as shown in Figure 6.1(b) (max.
35# ceiling tan).
FIGURE 6.1 - INSTALLATION OF EXTERIOR LIGHTS
j II
Gk"
Corp
Silo
Color CodW Moo ? rrcuW wit
E ,
ti .
?'? ? Crow
Yr. `..?
' Sump
'i..
no
6.3.3. Whole House Ventilation. Your house is
equipped with one of the following to Introduce outdoor
air to interior environment
A) Fresh air through furnace. (Philips-Ventline)
When the furnace air circulator Is ON, a negative
pressure (suction) is created In the furnace plenum.
This suction draws in fresh air which is mixed with the
return air from the room, and distributed through the
home duct system. The fresh air supply to your
home may be energized at any time by switching the
furnace control (or thermostat control, if so equipped)
to ventilation.
B) Fresh air by an exhaust fan.
HaW iLwarks:
Inside air is exhausted outside by a mechanical fan
allowing fresh air in through the louvered grill Installed
in exterior wall. Exhaust tan is operated by a manual
switch.
64. Telephone And Cable TV. CARELESS
INSTALLATION OF THE TELEPHONE AND CABLE
TELEVISION LINES MAY BE HAZARDOUS. The
walls and floors of your manufactured home contain
electrical circuits, plumbing and duct work Avoid
contact with these home systems when drilling
through and placing cables within these cavities. Only
trained professionals should handle such work.
rAILURE TO FOLLOW THESE INSTRUCTIONS
MAY RESULT IN SERIOUS PERSONAL INJURY
OR DEATH. Figure 6.2 shows one procedure for
telephone crossover connections in multi-section
homes.
FIGURE 6.2 - TELEPHONE WIRING FOR MULTI-
SECTION 140MES Was
n Currd a.
i
0 Mr, lad to IN4
y.a s, "W'.
Yd amen to pwn
r1 ..
4 Cm ! 24 Go 1 I
'i nbvaw cow
r4vr Caw .' ??,`' III ]IYwtar cons
COW ossis M rd
Y
V , I
i 1 eanain uvp dWrW bd,
( l
• Pars. Pn" to
A.
i rouq PWW to
! noso h
`?i' oiwrum
-^ •-
( AN UR Sco" Lodz
rL - Curran iTYP)
` I Corp
- s
r"IV o A"".p
SOM
furuo bow
Mrs
Nmcu b.sfO
Rev (IropurtN)
a) Exterior Light Fixture
b) Chain hung fixture or ceiling fan (310 max )
Set Op Manual Pape 26
7. Chapter 7 - Preparation of
Appliances
7,1. Clothes Dryer Vent. Your clothes
dryer must exhaust to the exterior of the home,
or of any perimeter skirting Installed around it,
through a moisture-lint exhaust system, as
shown in Figure 7.1 IMPORTANT: DO NOT
LET THE EXHAUST SYSTEM END UNDER
THE HOME WHERE EXCESS MOISTURE OR
FLAMMABLE MATERIAL CAN ACCUMULATE.
Install a flex duct after the home is set up at the
site. The access for the dryer vent is located
under the home in the bottom board at the dryer
location (bottom board is taped and marked with
paint or colored tape for access). Hold the duct
in place with metal straps spaced 2' on center
secured to the bottom of the floor joists or frame.
Vent openings are located in either the wall or
the floor. After the duct is installed, seal the
openings, both inside and outside. Follow the
dryer manufacturer's instructions for installing
the exhaust system.
If your home did NOT come equipped for a gas
dryer, remember that installing one requires
substantial alteration to the home. You must
provide gas supply piping and adequate venting
as specified by the gas dryer manufacturer.
Only a trained and experienced person should
install a gas dryer. Cutting major structural
elements (such as rafters or floor joist) to allow
for gas dryer Installation is not permissible.
Home manufacturer is not responsible for any
weakening of the home's structural soundness
resulting from dryer installation.
NOTE: Some dryer manufacturers require that
metallic duct be connected to the dryer and
vented through floor and or sidewall.
7.2. Comfort Cooling Systems. Only
qualified personnel may install any comfort
cooling system not provided with the home.
Follow the manufacturer's installation
instructions and conform to all local codes.
7.2.1. Air Conditioners. The air distribution
system of this home has heen designed for a
central air conditioning system Equipment you
install must not exceed the rating shown on the
home's compliance certificate
The home's electrical distribution panel may
contain optional factory Installed circuits (Figure
7.2) for air conditioning. The maximum full bad
amperes draw for the desired air conditioning
unit must not exceed the circuit rating shown.
On the other hand, electrical circuits within the
home may NOT have been sized for additional
load or non-factory-installed air conditioning, and
a separate outside electrical supply may have to
be provided.
Any field-installed wiring beyond the junction box
must include a fused disconnect located within
sight of the condensing unit The maximum fuse
sae is marked on the condenser data plate.
Local codes will determine the acceptability of
the air conditioning equipment, rating, location of
disconnect means, fuse type branch circuit
protection, and connections to the equipment
"A" coil air conditioning units must be compatible
and listed for use with the furnaces in the home.
Follow the air conditioner manufacturers
instructions.
If a remote (self-contained, packaged) air
conditioner (cooling coil and blower located
outside the home, Figure 7.3) is to be connected
to the heating supply duct, install an automatic
damper between the furnace and the home's air
duct system, and another between the remote
unit and the home's air duct system. Secure the
duct system leading from the remote unit to the
home and do not allow it to touch the ground.
Insulate ducts with material of thermal
resistance (R) no less than 4, and a perm rating
of not more than 1 perm. Connect the duct
carrying air to the home to the main duct at a
point where there are approximately as many
registers forward of the connection as there are
to the rear. Locate the return air duct in the
center of the home.
Do not cut or damage floor joists. Retum air and
supply ducts are sized to fit between floor joists.
Replace insulation removed during the
installation, and seal the bottom board around
the duct connection.
Se-Up Mar u.il - Page 29
Direct all condensation runoff away from the home by
connecting a hose to the equipment runoff outlet or
other means specified by the equipment
manufacturer.
7.2.2. Hest Pumps. Install heat pumps according
to the heal pump manufacturers Installation.
7.2.3. Evaporative Coolers. Install a roof-mounted
cooler following the manufacturers Instructions.
7.3. Fireplace Chimneys And Air Inlets.
Fireplaces require on-site installation of additional
section(s) of approved, listed chimney pipe, a spark
arrestor and a rain cap assembly. See Figure 7.4.
7.3.1. Minimum Extensions Above Roof. To
assure sufficient draft for proper operation, extend the
finished chimney at least 3' above the highest point
where it penetrates the roof and at least 2' higher than
any Wilding or other obstruction located within a
horizontal distance of 10'. If the site has obstructions
extending higher than the home's peak within 10' of
the chimney, the installer may have to provide an
additional section of chimney pipe if required by local
codes.
7.3.2. Required Components. The required
components of a correctiyins Ftiedhimney are?s
shown in g fe
FIGURE 7.1-DRYER
EXHAUST SYSTEM
?I
i
ory« aiopw ?.:
rr.er Dud ti.111rd r s44
7.3.3. Assembly And Sealing Sequence.
Assemble and seal your fireplace chimney in
accordance with the fireplace manufacturer's
instructions supplied with the home. Avoid cutting
any roof trusses or floor joists when installing chimney
pipes or combustion air Intakes. Carefully 5881 811 roof
penetrations to avoid leakage. Periodic Inspections
and resealing of all roof penetrations are required.
7.3.4. Combustion Air Duct Inlets. Combustion
air intake ducts end just below the bottom covering of
the floor. You must extend them to the outside when
your home has a basement or crawlspace. These
added ducts are not supplied, but may be purchased
at your local hardware store. The fireplace
manufacturers Instructions for installing combustion
air ducts are in the fireplace or with the chimney parts.
Do not allow the combustion air inlet to drop material
from the hearth beneath the home. Locate its inlet
damper above expected snow level, as shown in
Figure 7.4.
7.4. Range, Cook Top And oven Venting. If
your home is equipped with a combination (cooktop)
rangelgrill or oven that contains its own exhaust
system, route the exhaust so that It does not exhaust
under the home. Connect flexible metallic duct
between the elbow protruding from the floor and the
termination fitting, and support it according to the
manufacturers installation Instructions.
E0m1ro1d1~&W1rNdW"
CAUTION: INSTALLATION OF CAUTION: THIS EXHAUST
SYSTEM MUST NOT TERMINATE
THE EX4UST SYSTEM MUST UNDER THE HOME.
eE IN ACCORDANCE WITH THE
DRYER MANUFACTURER'S (' EnrnM
INSTRUCTIONS.
I'
E~t rood m w+•&+•m d""W
? .t
Set Ilp Manual . Page 30
FIGURE 7.2 - OPTIONAL FACTORY-INSTALLED AIR CONDITIONING CIRCUITS
Noll REFER TO NEC AND AIR
CONDITIONING INSTRUCTIONS ton
INSGI IATION RrQUINEMCNTS
DISTRIBUTION
PAMEUBOARD r
t-,
1 t-
ITEMS BELOW I INC FIELD
j - PROVIDED AND INSTALLED
t
- ... _ . -. _ _ _ - • - - EusEn DISCONNECT
JUNCTION BOX _ . % ... _...
_._
_
REM
OT
E
CONDENSING
UNIT
_f
CONDUIT r
r
. Or . t...
I I'...
r,.
i
.?
tt
aJ
IJl
i jllli IA'Ln I'
a?IIJ
Note: Electrical connections made to energize
air-conditioning equipment should be made
only by qualified personnel. The completec
Installation must conform to Article 110 of the
National Electric Code and applicable loco
codes. When the electrical connection it
made at the junction box, the laid installatior
wiring beyond the junction box mus
incorporate a disconnect (sized In socordancE
with NEC Article 440) located within eight o
the condensing unit.
The acceptability of all air-condigoninl
equipment and Its Installation are to bl
determined by the local inspection authorities.
FIGURE 7.3 - TYPICAL INSTALLATION OF SELF-CONTAINED OR AIR CONDITIONING EQUIPMENT
REMOTE AIR CONDITIONING OR HEATING EQUIPMENT
DUCT
} ., oa CONDITIONING
l
FLEXIBLE DUCT eNALL NOT HEATING EQUIPMENT
BE W CONTACT VAIN INE
GROUND
..__ -.
Lam... .-.. I
.._.
SINGLE SECTION OUATE DUCT SUPPORT AT LEAST EVERY 101 TO
USE ADL
NT
GROUND 10 BE M'
AIR CONDE
DUCT DUCT HEATING EC
• ?
iLE (IBLE DUCT eHALL NOT !I _ - - -.. --_ --
i - ?'-"
BE IN CONTACT NTH THE ? -
GROUND
MUL TI SECnON
Scl tip Manual - Page 31
FIGURE 7.4 • FIREPLACE CHIMNEY AND AIR INTAKE INSTALLATION
ROUND-TOP AISBASLY
RAN CAD
a PARR AR11ftT0R
CHSAHEr LLAOAPT[a
TawLf WALL VVf
STORM COLLAR
3 FOOTMN&"
FLAMMO
FNESTOP THOABLE
DAMPER HANOLE
CLOUD `?] I I I I I I I I I I I I I I I I I I I i l l (. I; OPEN
--. Illli??l_IIIIIII I
\ AN PW DAMPER NAME
POSH DOWN- TRY WITH
SHEETAAETAL
SHI ARS r IT is
DIFFICLILTTO
FLASHINO
STORM COLLAR LAY MASE FLAT ON
/ ROOF
DAULXINO
- FLASHNO
MOVE
1 M LtVKL
M
11= LEVEL
ovfauurearw
CRAWL PACE
Set-Up hlanual - Pape 32
8. Chapter 8 - Utility System
C Connection and Testing
1.
2.1
Proper Procedures. Consult local, county or state
authorities before connecting any utilities. Only
qualified service personnel, familiar with local codes
and licensed where required, should make utility
connections and conduct tests.
Water Supply,
Maximum Supply Pressure And Reduction. The
water systems of your home were designed for a
maximum inlet pressure of 80 psi. If you are
located In a water district where the local water
supply pressure exceeds 80 Psi, Install a pressure-
reducing valve.
2 2. Connection Procedures
2 2.1. To Supply Mains, Connect the home's water
system to the water source through the Inlet located
under the house, usually below the water healer
compartment. A tag on the side of the home marks
its location. The connection is via a single 314 inch
inlet beneath the home. A master shut-off full flaN
valve must be installed in the water supply line
adjacent to the home; this valve should be a full port
gale or ball valve with threaded or solder joints
After removing the aerators from all the faucets,
open all the faucet valves and allow the water to run
for 15 minutes. This should remove any foreign
particles left in the line that might cause an
unpleasant taste or become lodged at faucet
washers and cause dripping faucets.
2 2 2 Remove the shipping caps from the crossover
water line connectors, provided with the home, and
install as shown (see Figure 8 2).
23 Freezing Protection.
2.3.1. Necessity. In areas subject to subfreezing
temperatures, protect exposed sections of water
supply piping, shut-off valves and pressure
reducers, and pipes in water heater compartments
with uninsulated doors, from freezing. Otherwise,
burst pipes and costly damage may result.
232, Use Of Heat Tapes. li protect atttapes (either automatic
or non-automatic) can exposed P
from freezing. USE ONLY HEAT TAPES LISTED
BY A NATIONALLY RECOGNIZED TESTING
LABORATORY FOR USE VATH
MANUFACTURED HOMES, AND INSTALL TIIEM
ONLY IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTION Plug the 3•
wire, grounded cordset of the heal tape into thu
nutlet under the home near the water supply (Figure
f1 1)
FIGURE 8.1 TYPICAL WATER CONNECTION
WARNINGI HEAT TAPE RECEPTICAL IS NOT GF(
PROTECTED. DO NOT USE THIS OUTLET FOR AN
CONNECTION EXCEPT THE HEAT TAPE.
MASTER SHUT-OFF
I VALVE
wR&p VAIN HEAT TAPE
I
IF
6 NECF FSPAY FOR
REEZING
LOCAL
?I \
CONDITIONS NS I WALL N
TAPE IN
NEAT
R
DADA C
ACCORNCE WITH
WANUFACTURER'8
NEAT TAPE
TO
INSTALLATION
INSTRUCTIONS HEAT RECEPTACLE
R HOME
TAPE 13 TO BE LISTED UNDE
ORAPP
ORMPRC1 j \
MANUFACTLIR[DUR[DH 110ME
USE /
FIGURE 8.2 TYPICAL WATER LINE CROSSOVER
HOLE51N SIDE RAR8
FLOOR
I -, I
INSPECTION COVI
TO BE MADE AN(
TVAO HALVES ARE
INSULATION
CAUTION; If freezing COndif Ons edst, wrap water connector
with insulalion. Use water connectDn supplied by
manufacturer, whom epdiCable.
233. Freezing Protection For Unoccupied
Homes. if the home is to be left
unheated in cold weather, drain the water
Was and blow them clear with
compressed air to prevent damage from
freezing.
24. Testing Procedures. Even though the
water system was tested at the factory, it
must be rechecked for leaks at the
installation site. Close all water faucets,
spigots and stool tank float valves, and
use the following procedure:
241, Hydrostatic. Be sure the water healer
tank is full of water. Pressurize the
system with water at 100 psi, and then
isolate it from the pressure source. The
system must hold this pressure for at
least 15 minutes without any loss. If the
pressure falls off, re-pressurize the
system and locate and correct leaks.
CcL Iq. t:Tlnual f'ngP.33
8.2.5. AntlSlphon Frost-Proof Sill Cock (Faucet) -
All Materials Provided
8.2.51. Locate area on home for installation of faucet.
8,252. Remove access panel, cover, etc. underside of
home at this location.
8.2.5.3. Place putty tape material to back side of faucet
(between mounting flange of faucet and home).
8.2.5.4. Position siding wedge between faucet and side of
home.
8.2.5.5. Insert shaft of faucet through hole provided in side
of home from outside.
8.2.5.8. Position faucet so the outside spout is pointing
down and in a slightly downward angle to the
outside (so it will drain properly).
833. Crossovers. Connect multi-section home
drain line crossovers as shown in Figure 8.8.
8.3.4. Solvent Welding Procedures. The solvent
cement used to connect drain lines must be
compatible with the pipe installed in the home.
Follow the manufacturer's Instructions on the
container.
8.3.5.
8.2.5.7. Secure faucet to side of home with two (2) #8 or
#10 wood screws (provided). Make sure that
putty tape is between faucet mounting flange and 836.
side of home to provide weatherproof installation.
8.2.5.8. Remove plug from end of factory installed tubing.
8.2.5 9. Thread on end of factory installed tubing to end of
faucet tightly.
8.2.5.10.Pressurize water tubing system with air to 100
PSI and hold for 15 minutes. Check field installed
connection at exterior faucet.
8.2.5.11.Remove 100 PSI air from system and fill with on-
site water and again check held installed
connection for water leak.
Replace access panel, cover, etc raking sure
the insulation is positioned between faucet'tubhng
and access panel cover.
8.3. Drainage System.
8.3.1. Assembly And Support. It portions cf the
drainage system were not installed at tin factory,
all materials and diagrams required to complete it
have been shipped as loose items in the home.
Assemble the drainage system following these
specific instructions and diagrams. Start at the
most remote end and work toward the outlet,
supporting the piping with temporary blocking to
achieve the proper slope (see Paragraph 8.3.2).
Whom the entire system has been completed,
install permanent drain line supports at 4' on
center, as shown in Figure 8.3.
8.3.2. Proper Slopes And Connector Sizes. Drain
lines must slope at least 1/4" fall per foot of run
unless otherwise noted on the schematic diagram
(see Figure 8.4).
E=Pfi m 118" fall per foot is allowed when a
cleanout is installed at the upper end of the run
Connect the main drain line to the site sewer
hookup using an approved elastomer coupler
(Figure 8.5).
84.
Protection From Freezing. Finings in the
drainage system subject to freezing, such as
P-traps in the floor have been Insulated.
Replace this Insulation if removed during
assembly or testing. Insulate drain lines
installed below the bottom board In areas
subject to freezing as shown in Figure 8.7. If
the home is to be left unheated in cold
weather, pour an approved antifreeze Into P-
traps at all fixtures and stools.
Flood Level Test Procedure. You must
conduct a flood level test on the completed
drainage system before connecting it to the
site sewer. With the home in a level position,
all fixtures connected, and all tub and shower
drains plugged, connect the drainage piping
system to the site water inlet and fill the
system with water to the rim of the toilet bowl
through a higher fixture. Release all trapped
an Allow the system to stand at least 15
minutes. Check for leaks. Drain the system.
Plug all fixtures, sinks, showers and tubs and
fill with water. Release the water in each
fixture simultaneously to obtain the maximum
possible flow in drain piping. Check all P-traps
and the drain system for possible leaks.
Repair any leaks and retest.
Gas Supply.
84 1. Typo Of Gas System Furnished With Home.
All gas appliances in this home, Including the
heating system, are equipped for natural gas.
If LP gas is to be used as the gas supply
instead, a qualified service person must
cnnvort the appliances to LP gas following the
instructions provided by each appliance
manufacturer.
8.4.2. Proper Supply Pressure. THE GAS PIPING
SYSTEM IN YOUR HOME HAS BEEN
DESIGNED FOR A PRESSURE NOT TO
EXCEED 14" OF WATER COLUMN (8 OZ.
OR 112 PSI). IF GAS FROM ANY SUPPLY
SOURCE EXCEEDS, OR MAY EXCEED
THIS PRESSURE, YOU MUST INSTALL A
PRESSURE REDUCING VALVE. To operate
gas appliances safety and efficiently, do not
exreed the design pressure limitations rr.i
natural gas systems, the incoming gas
pressure should remain between 6" and 8" of
',a 1 Ip Mnm,at • Page 14
water column. For LP gas system's, the pressure
should lie between 12" and 14" of water column.
8.4.3. OriBcing For Specific Gases, SPECIAL
ORIFICES AND REGULATORS ARE
REQUIRED FOR EACH KIND OF GAS AND
AT ALTITUDES ABOVE 3,000 FEET. SEE
THE INSTRUCTIONS ACCOMPANYING
EACH GAS-BURNING APPLIANCE FOR
MODIFICATION INSTRUCTIONS. BEFORE
MAKING ANY CONNECTIONS TO THE SITE
SUPPLY, CHECK THE INLET ORIFICES OF
ALL GAS APPLIANCES TO ENSURE THEY
ARE CORRECTLY SET UP FOR THE TYPE
OF GAS TO BE SUPPLIED.
8.4.4. Crossovers. Install the gas line crossover in
multi-section homes as shown in Figure 8.8
before performing any system tests or
connecting the system to the gas supply. All
crossovers and fittings must be listed for
manufactured housing exterior use and be
properly sized. Do not use tools to connect or
remove the flexible connector quick disconnect.
Flex connector with shut off valve when used
must be listed for outside use. Shut off valve
(nondisplaceable rotor type) must conform to
ANSI Z.21.15 - 1992.
8.4.5. Testing Prior To Connection To Mains.
Even though the gas system was tested at the
factory, it is essential that it be rechecked for
leaks at the site. DO NOT APPLY PRESSURE
IN EXCESS OF THOSE SPECIFIED BELOW
OR YOU MAY DAMAGE GAS VALVES
AND/OR PRESSURE REGULATORS.
Conduct the following test prior to any gas line
connection to main supply hook-up..
8.4.5.1. Test Of Gas Appliance Connections. Close
all gas equipment controls and pilot light valves
according to the individual gas equipment
manufacturer's instructions. Assure that gas
shut-off valves for all gas equipment are in the
OPEN position. Attach a pressure gauge
calibrated in ounces at the home gas inlet
Pressurize the system with air to at least 6 oz.
and no more than 8 oz. Check all gas shut-off
valves and flex line connections to valves and
appliances for leaks, using soapy water or
bubble solution. DO NOT BUBBLE CHECK
BRASS FITTINGS WITH SOLUTIONS
CONTAINING AMMONIA. Repair any leaks
found and retest. Close all equipment shut-off
valves upon completion of testing
8.4.6. Connection Procedures. Inspect gas
appliance vents to ensure they have been
connected to the appliance and make sure that
roof jacks are installed and have not come
loose during transit Have the gas system
connected to the gas supply only b
authorized representative of the gas comp.
8.4.7. Gas Appliance Start Up Procedures. O
a time, open each equipment shut-off ?
Light pilots and adjust bumers accordir
each appliance manufacturer's instrucu
MAKE SURE THE WATER HEATEF
FILLED WITH WATER BEFORE LIGH'
ITS PILOT. Check the operation of the fur
and water heater thermostats and set the
the desired temperatures.
85. Heating Oil Systems. Homes equipped
oil burning furnaces must have their oil SL
tankage and piping installed on site. TI
items are not supplied with your home. Co
the oil furnace manufacturer's instruction:
proper pipe sizing and Installation procedt
ALL OIL STORAGE TANK AND PIP
INSTALLATIONS MUST MEET
APPLICABLE LOCAL REGULATIONS I
SHOULD BE MADE ONLY BY EXPERIEW
QUALIFIED PERSONNEL.
86. Electricity. A large enough power supply n
be available at the site. An inadequate pc
supply may result in improper operation of,
possible damage to, motors and appliance:
may also increase your electricity costs. '
current rating in amperes of your home car,
found on the tag located outside next to
feeder or service entrance and also on
electrical distribution panel.
8.6.1. Description And Rating Of Housing Wirt
Your home is designed for connection to
electrical wiring system rated at 120/240
AC. PROPER AND SAFE CONNECTI,
DEPENDS ON THE TYPE OF SUPF
SYSTEM YOUR HOME IS EQUIPPED WI'
The connection to this home requires fee,
wiring at the site. The following paragral
describe the wiring and grounding of electri
feeders; if your home is equipped with a serv
meter base, skip directly to Section 8.6.3.4.
8.61 1. Proper Feeder Wiring And Junction 8
Material And Size. The main breaker and t
label on the electrical distribution panel give I
feeder current capacity and amperes. Usi
this information, determine the required feet
size from the tables at Figures 8.9 and 8.1
These sizes are based on an ambi(
temperature of 86°F and do not take volta
drop into consideration.
8.61 2. Overhead Feeders. Homes equipped w
overhead (mast weatherhead) feeder entrant
contain all necessary conduit to the electric
distribution panel. However, you must unit
feeder cenduclors (not provided) on sih, Rat
to Figure 8 9
Set- Up I.+ inual - f':, le 35
8 6.1.3. Underside Feeders. Homes with an under-the-floor 8.6.3.1. A Feeder Cord. Your home may be equipped
entrance come with a permanently attached conduit with a permanently-connected 5fl amp feeder
raceway that runs from the electrical distribution panel cord stored in a compartment under the floor. If
to a point under the floor. Install an approved conduit so, it is ready to be plugged into a 5 amp, 3-pole,
panel to a point under the floor. Install an approved 4-wire, 1201240 volt grounding service receptacle
conduit fitting or junction box at the termination point. after electrical tests have been completed (see
Refer to Figure 8.10. 8.66). WARNM, MANY HOMES ARE
EQUIPPED FOR 100 AMP OR GREATER
8.6 2. Grounding Of Homes With Feeder Connections. SERVICE. UNLESS YOUR HOME IS
8.6.2.1. Necessity. The home must be grounded propedy to EQUIPPED FOR ANY 50 AMP SERVICE, DO
protect the occupants. The only safe and approved NOT ATTEMPT TO USE A FEEDER CORD OR
'
method to ground your feeder-connected home is PIGTAIL' CONNECTION,
through the grounding bar in the electrical distribution 8,63.2. Mast Weatherhoad Feeder. The routing,
panel. This bar grounds all noncurrent-carrying metal connection and support of the service drop must
parts of the electrical system at a single point. meet local codes. Homes equipped this way
86.2.2. Procedure. The ground conductor of the power supply contain all necessary conduit to the electrical
distribution panel. However, feeder conductors
feeder cable connects the grounding bar to a good (not provided) must be installed on site in
electrical ground. Follow the feeder connection accordance with Figure 8.9. If the masthead is
procedures described in 8.6.3.1, - 8 6 3 2, or -8 6,33 to located above the roof overhang, allow a
achieve proper grounding. minimum 8' clearance above all roof points the
Insulate the grounded circuit conductor (neutral or white conductors pass over. There are two exceptions
wire) from the grounding conductors (green wires) and to this rule: 1) The vertical clearance may be
from equipment enclosures and other grounded parts. reduced to 3' if the roof has a minimum slope of 4
Insulate neutral circuit terminals in the distribution panel in 12; and 2) The vertical clearance may be
board - and in ranges, clothes dryers, and counter- reduced to 18" if no more than 4' of service-drop
mounted cooking units - from the equipment enclosure. conductors pass above the roof overhang, and if
Bonding screws, straps or buses in the distribution they terminate at a through-the-roof raceway or
panel board or in appliances should have been removed approved support. A minimum clearance must
and discarded at the manufacturing facility. (Bonding also be provided from the final grade to the
screws, straps, etc. in appliances must be removed on service-drop conductors. This measurement
appliances to be installed by persons other than the may vary from 10' to 18' depending on the types
manufacturer.) You may provide the required continuity of traffic anticipated below the service drop (refer
of ground between sections of multi-section homes by to the National Electric Code). Unless
bolting outriggers together. When the outriggers or impractical, locate service heads above the point
other ovedapping metal joints of adjoining units are not of attachment of the service-drop conductors and
bolted together on houses with shingle roofs and non- make them rain-tight. If individual conductors do
metallic siding, install a ground wire connection between not extend downward, form drip loops.
the chassis. This bonding connection is commonly 8 6 3 3. Underside Junction Box Feeder. A raceway
made with a #8 AWG bare copper wire or other from the main panel board to the underside of the
approved positive connection between parts (Figure home allows for Installing an approved junction
8.11), using approved grounding lugs with bolts, star box or fitting, which must be used to connect it to
washers and nuts, or self-tapping screws that are the supply raceway (see Figures 8.10 and 812).
shipped with the home Install properly-sized conductors from the main
power supply to the panel board. Refer to Figure
8623 Unacceptable Methods Of Grounding Homes.
' 8 10 for conductors and Junction box
Grounding to a rod, a water pipe. or Ihrmigh the home
s requirements. The homeowner or installer must
hitch caster will not satisfy the important grounding the supply connection including the
requirement. NEVER USE THE NEUTRAL feeder
feeder conductors, junction box and raceway
CONDUCTOR OF THE FEEDER CABLE AS A connectors. Protect conductors emerging from
GROUND WIRE. DO NOT GROUND THE NEUTRAL the ground from a minimum 18" below grade to 8'
BAR IN THE ELECTRICAL DISTRIBUTION PANEL above grade, or to the point of entrance to the
8.6.3. Connection Methods. Connections should he made home The distance measured from the top
only by a qualified electrician. Connect homes surf:i; a of a buried cable, conduit or raceway to
equipped for 100 amp or greater survre by one of the the finished grade must meet minimum burial
three following methods. requxr-ments outlined in the National Electric
Code Use a moisture proof Lu .hr:? 10 the end
of Rh, conduit from which tho hiu, I cable
emrrgos
5.9 ul M maul I' i to 36
8.6.3.4. Service Equipment Motor Base. Either an
overhead or underground entrance may be
provided. The exterior equipment and
enclosure must be weatherproof, and
conductors must be suitable for use in wet
locations. When a meter is provided on the
home, connect the neutral (white) conductor to
the system grounding (green) conductor on the
supply side of the main disconnect. Refer to
Figure 8.13 for typical meter base installation
and on method of grounding the service
equipment. The homeowner must provide the
grounding electrode conductor(s). The
grounding electrode shall be an 8' length of 1/2"
diameter copper rod or 3/4" galvanized steel
pipe. Drive it into the ground at least 12" below
the surface and 2' from the foundation, or bury
it horizontally in a 2 1/2' deep trench. Connect
the grounding conductor wire to the grounding
electrode with a grounding clamp. For added
protection, homes with metal frames or siding
should be connected to earth by means of an
additional bonding wire to underground metallic
water pipes, ground rings, additional ground
rods, etc. to prevent buildup of hazardous
voltages.
8.6.4. Crossover Connections. Refer to Figure 8.14
for typical crossover wiring connections, for
multi-section homes (located along the
centerline between sections). Crossover
locations can be distinguished by metal junction
boxes or access cover panels. Remove these
panels and connect the enclosed wires as
illustrated. Some crossover connectors plug
together and do not require junction boxes.
8.6.5. System Test Procedures And Equipment,
8.6.5.1. Pro-Connection Tests. Conduct both of the
following tests before any electrical power is
supplied to the home.
8.6.5.1.1.Clrcult Conductor Continuity. Conduct a
continuity test by placing all branch circuit
breakers and switches controlling individual
outlets in the "on" position. The test should give
no evidence of a connection between any of the
supply conductors (including the neutral) and
the grounding circuit. You may use a flashlight
continuity tester.
8.6.5.1.2. Grounding Continuity. Using a continuity
tester, lest all noncurrent-carrying metal parts
to assure continuity to ground The parts to be
checked include: app6anre enclosures,
including fans; fixture enclosures and canopies;
metal siding and roofs; metal water supper and
gas lines; metal ducts (except foil-covered
insulated ducts); and the home's frame. On
multi-section units, perform this test only after
completing all electrical and bonding
connections between the units. NOTE:
Gtgundimgjs QLfPQutredMJhe melel inlet of a
plasticwater_syslem-gL-an_plumWw fixtures
Such-as uba,t711 QLL_5h4weflisers. and me al
Sinks when they are tonne wd only to glas ir•
water and drain piping.
865.2. Post-Connection Tests. Conduct the
following three tests after turning on the main
circuit breaker and each individual circuit
breaker. CAUMON. Allow the weter heater tp
fill com0Iek:ly_bef9re
Giruit Fa lure to do so will cause the water
heatt:r_eh:ment to bum _QUt an ev nt not
G4yW1d by the warranty.
8 6 5.2.1.Polarity And Grounding Of Receptacles.
With receptacle and lighting circuits energized,
check the polarity and grounding of each 120.
volt receptacle and light socket using a polarity
tester capable of determining an incorrect
wiring configuration. A conversion device may
be required to test various fixture bulb sizes
and outlet configurations. Investigate any
indication of reversed polarity, open grounds or
shorts and correct it.
8 6 5.2.2.Ground Fault Circuit Interruption (GFCQ.
Make certain that all receptacles requiring GFCI
protection are in fact on the correct circuit(s).
Check each ground fault circuit interrupter
device by pushing the test button to determine if
the power route to all receptacles requiring
GFCI protection has been interrupted, and
follow the manufacturer's instructions. Replace
any GFCI that does not operate property.
8 6 5 2.3.0perational Checks, Check all light fixtures
by placing a bulb in the socket and turning the
switch on and off. Using a pigtail light, check all
240 volt receptacles to determine if both legs of
the circuit are powered. Check all 120 volt
receptacles to be sure that each is operational.
Switched receptacles require the switch to be
turned on and off. It is not necessary to check
appliances, but their power sources must be
assured. Failure of electrical wiring or fixtures
requires repair and re-testing.
Set- Up Manual - Page 37
FIGURE 8.3 • DRAINPIPE SUPPORT METHODS
. MIM IWIrse asarpM
I" IN rr4
('..••?`'^ ylrn„r,dl.lM nnkr f
(7116grp.l11s17
- '- ,?: ? pre, k.d»nr pll
a. u•u• l J
!•elsArwMrsnlbrpd
4 \• 17I IOS n rills
.l Y1/a as
Anon *I Ias
kMrslw dl.l MIUMY ? ' 0Un Wq
FIGURE 8.4. DRAINAGE SLOPES AND CONNECTIONS
"Ch ire
lw r
GatmW sta
Wrn.sn ow
z IY34d1
k•.Or
MN of
! Y!#ial
karbw
0.n
/ 1111 a t It s If es sliMs
ssal srel
pdrase a
nms.rl wo
FIGURE 8.5 CONNECTION TO SITE SEWER
wr.re
.. sro
M"I"Iq -?
? ? sYSp ?aPrl
` ?? % ?Isa en nnlr oor.rrlN
Wr site Mites Ina -
Cr
n ?7 _ I ppaW "I
ghq"V ne ... , ? rnr.Iwrl
n
I` n ? Ir 4404 NO am.nnuna
I/asl
1 Nr W
Fldd•Instslled, slops 114 Inch par foot ?prww W11rnIrmW
Site sawar hookup
- is /I+r
Note: Fittings in the drainage system that are subject to freezing, such as P-traps in the floor, have been
protected with insulation by the manufacturer. Insulation must be replaced if it is removed to gain access to
the P•trep.
Sel•tlp Manual - Page 38
. FIGURE 8.6 - DRAIN LINE CROSSOVER CONNECTION
Ilia
It
//II NOME
Shpt IN rrn I+r luul
FIGURE 8.7 - DRAIN LINE FREEZE PROTECTION
SMwtty Flow ul
Try\Tj
11-- AL
Y
?, • '\ ?. _c a..oa
SN ONMA
i .
i
_. re
'~ j _. Ibalatl
K-rL `Block ?.
l11r. 041
\\
\ ? IM4MD
RJ
DETAIL A
ASS dM LM
FIGURE 8.8 TYPICAL GAS LINE CROSSOVER
&4vw memoirs, ram
WO IWOWV killed and
?D X00 tAYI
of
ABS Drw Nle
DETAIL 6
)-1 7 waver waaoruw)
_ 1-1
_ NOTE: fts; ?
(AAI We before
oonrrlop ,
/ Flow ?
i
Sygbo 11u1 d1 "NO (carllmmty to ANSI Z21 16.1997
MArl'Al/ opwow Su vM *)
(OR)
S.Ppee Monow Mt
We, (W"dj
W
Mle<aub
OOr WI
w
NON' RMgve
WNrel.v DMtYe
mnrinp
jai
77
!Bry.Frnl HIMynv
,6yyyy[I ! 11114
Set-Up Manual . Pape 39
M.W MO M
ltw ? IbAm
Electrical leeder_6 uWlty surielce_connecdon
NOTE:
Panel box is wired with the grounding
system insulated from the neutral
system, Connect the grounding through
a properly sized Ween•colored insulated
conductor to the service -entrance
equipment Imeter base) located on or
adjacent to the home. Do not use a 3
wife leaded system that does not connect
to the ground bar.
f NMein l Breaker i -
E) , IR
T; I O
BI I 1 N
AI JI ID
e
L /
B? A
n \ I ??
_.-./
To eervlca 1 White • Neutral
entrance m f BidU•Power
Wastes bat Black or red • Pawu
i
Gleee • Around -
I Ground to metal frame
E lectrical feeder sizing
Main Junction Min. sire raceway Feeder conductors
broker Box Conduit diameter Copper conductors I sizes Aluminum conductors / sizes
site in min. won with
panel size Copp•r Alumrmrn Marl I red WIJta Oren black! red kNdte Owen
box : line hes) conM¢tme conductors IPewul INeutlen IOroundin 1 rPOwen Waring rte
100 amp. 10x1004 1.25 1.6 14 14 IB 12 12 IB
126 amp. 10x12x4 1.5 ' 2 ' 02 12 a8 11/0 1110 f8
160 amp. IOxl2x4 1.6 ' 2 ' Ii al
J8
12/0
I2J0
f4
200 smp• 12212x4 2' 2' 1210 It IB f4J0 f2J0 f4
Calm coded
?i .. -conducts • red.
Clcmp • IyN Meek, white a
service head, ;.y green.
I
U• Mm. I
I 1r
Gaol Mote.
_.._iri_ _
FIGURE 9,9
TYPICAL OVERHEAD FEEDER ASSEMBLY
Bush rag by
Oth•rs ..
Junction bo., if lectured by others
Su above chart for min, life
Color coded wun to
dntrrbubon tunes b f
others
BuaMrp bf
.04's
FIGURE 8.10
TYPICAL UNDERSIDE FEEDER ASSEMBLY
CAUTION: Be sure to connect
double • section chassis together
with bonding wire and lug.
Connect wire with screw terminal
on each and to frame parts on each
half of the double • secilon home.
flee. t•ceww
Connect vans of soled color
together "th approved
connectors, or harked up
drect.
fin electrical conduit
e with color coded wose
by other.
Set l lp Klanual - Page 40
FIGURE 8.11 - MULTI-SECTION FRAME BONDING
FRAME PMT
4F
U
HALF
WOUNOCLAMP - /
YATH SCREW - GROUNDYARESHMOBE
I. THE SAME USED ON PANEL
FIGURE 8.12 - TYPICAL UNDER CHASSIS FEED
CONNECTIONS
L FLOOR i
?c
A FLEX LOND%T ?
9. FEEDER CONDUCTORS UU r A
C. JUNCTION BOX
D RACEWAY
E. CONDUIT CONNECTOR B
F. APPROVED ELECTRICAL
CONNECTORS
0. INSULATED BUSHING
FIGURE 8.17 -TYPICAL METER BASE INSTALLATIONS AND GROUNDING
=._J I -+-i l i BRANCH I \\?
DUCT
UMAJOL METER I PANEL BOX COMBINATION
MAN PANEL ENCLOSURE
1
CHASSIS
ERDW°
WVRE
WOUNDING
LUG ON CHASSIS
TO
WOUNDING
ELECTRODE
METER BASE
YETI
B
MAN PANEL
r ?. ? PANMANEI
f?
WDUNDWE
ELECTRODE DE / ELECTRODE
?
OVERHEAD ENTRANCE I SERVICE • CROP CONDUCTC
CLEARANCES AND ATTACH%
SERVICE 11 I SHASHALL LL Of PER NEC 21024A
ENTRY J
ENDED RE
? ENCLDSUME ?-+I
i
II
II
METER _
BASE
-
NEUTRAL
BUS BAR rll II?
- CONDUITOR
CABLE -
SERVICE
WOUNOINO ELECTRODE
MAN
PANEL
I METER SERVICE
ry', -BABE HEAD
P STRAP
CONDUIT
GROUNDING
ELECTRODE
ENTRANCE BELOW ROOF LINE
Set-Up Manual - Page Al
FLOOR
FIGURE 8.14 - ELECTRICAL
CROSSOVERS
- - aaov
ONN,a
VAw I vlw
? Alfa . Ll ' 1 1 erd
pow bI 1M a m
Prr eara Wmnrw .a n
r1I
ulrrv rpI b Ooaw.W
Idea nAlnv,eol
{ AamlBa Anton fol
i
I.,W Iwo Wlpa bow
b tole /W Wan
Ca+rar. km as"~ ww wMi
bMn11W hl,aoton tYl
NUN bN 0 NWN.?M
ftfu Wqk kXv MW aorta
IPOVIYYMI prrl
i Anton BN ,
i r
Map"fW NANWI 6WI raI PgWa/ Wppla
? T Tr4t&ubm
AI PYWI kWMYa W*Mfg an W.,
Vft 'WC&WoWPINIa InwIW
IN FLOOR - ALTERNATE A (SIDE VIEW)
THIS HOME MAY BE SHIPPED VATH ONE OR MORE
PLUG-IN CONNECTORS. THESE CONNECTORS ARE TO
BE SNAPPED TOGETHER ON ST-UP. CONNECTORS
VALL BE COLOR-CODED ANDIOR TAGGED TO PREVENT
I MIXING OF CIRCUITS
I Iw Dn,.?
Nt w m?
6uN IwM
l
A?IbMmI?•
II
1 IN
1 I F-dvYlrYUw?
I pWml
IN WALL-ALTERNATE
Canruul kM alrtaaa,
P" bwd WffwwW n
Anton bl
\ NT Ner b t.Wet oor, rn
F/A41ra ball b uOMal
Wale aool? mPln FYW
NpY
7?-? NW 77m
Aimn toe \ .. t11M m palalNan
pa.Wab MpIMYIWOn
Awl! w?wM.p.anTwwl wllal'.be
W(iN' wNM dl pmw
„s
THE CONNECTORS ARE INTENDED FOR FACTORY OQ2. ` ,;
ON SITE INTERCONNECTION OF MODULES OR 011E11
BUILDING COMPONENTS THEY MAY BE CONCEALED 'nf'f
OR SURFACE MOUNTED AS DESCRIBED IN ARTICUES
50.15, 55010(1) AND $31.1!(A) OF THE NATIONAL..
L H ECTRIC CODE
Scl Op Manual • Page 42
IN FLOOR - ALTERNATE 0 (SIDE VIEW)
(PERIMETER TYPE FRAME)
FIGURE 8.14 - TYPICAL
-ELECTRIC CROSSOVERS
THE WIRES ARE COILED UP UNDER THE
SHIPPING SEAL. BEFORE THE UNITS ARE
PULLED FROM 'UTHALF IMO JUNCTION BOX ON
'X' HALF. WIRES WILL BE COLOR CODED
AND/OR TAGGED TO PREVENT MIXING OF
CIRCUITS. MAKE FINAL CONNECTIONS
AFTER UNITS ARE PULLED TOGETHER.
Worq ww
ALTERNATE ELECTRIC
CROSSOVER
CONNECT THE FLEX CONDUIT TO THE
JUNCTION BOX ON THE 'X• HALF. THEN
MAKE THE WIRE CONNECTIONS USING
APPROVED WIRE CONNECTORS WIRES
WILL BE COLOR CODED AND/OR TAGGED
TO PREVENT MIXING OF CIRCUITS.
THIS HOME MAY BE SHIPPED WITH ONE
OR MORE PLUG-IN CONNECTORS.
THESE CONNECTORS ARE TO BE
SNAPPED TOGETHER ON SETUP.
CONNECTORS WILL BE COLOR-CODED
AND/OR TAGGED TO PREVENT MIXING OF
CIRCUITS.
-u
THE CONNECTORS ARE INTENDED FOR FACTORY OR ON-SITE INTERCONNECTION OF MODULES
OR OTHER BUILDING COMPONENTS. THEY MAY BE CONCEALED OR SURFACE-MOUNTED AS
DESCRIBED IN ARTICLES 545-13. 550-1 0(l) AND 551.16(0) OF THE NATIONAL ELECTRIC CODE.
II
tM d
-Seown
. .
& WW
Aran
Sa
h. Censq IY ?.po?y in„4 W W pnN W.0
d/ W v, cow
1
Wn tq
mwSq Nrl
Set-Up Manual - Page. 43
Chapter 9 - Final Inspection
Make a final inspection when home Installation is complete
to make sure that no items have been overlooked and that
all work was done properly. Place special emphasis on the
following "checklist" items.
9.1. Water and Drain Systems. All water and drain
systems work property and do not leak.
9.2. Appliance Function and Operation. Appliances
have been tested and work property.
9.3. Windows, Doom and Drawers. All windows,
doors and drawers work property.
9.4. Exit Windows. One window in each bedroom is
designated as a secondary exit to be used in case
of emergency. Each exit window is labeled as
such with operating instructions. All shipping
hardware should be removed, and the window
should operate as explained in the window
manufacturer's Instructions.
9.5. Exterior Siding and Trim. No gaps, voids or
missing fasteners and all seams are sealed.
9.6. Stack Heads and Vent Pipe Fleshings on Roof.
All stack head or vent pipe flashings are properly
attached and sealed.
9.7. Composition Roof. Shingles are property
attached, none are loose or missing, and all holes
are filled.
9.9. Skirt Venting. (See Page 20, 6.6A)
9.9. Low-Hanging Trees and Bushes. If there are
any low-hanging trees or bushes near your home,
trim or cut them. Think about the plants' possible
movement during windy conditions or under snow
or Ice loads In limiting their future growth.
9.10. Exhaust Fan Operation and Air Flow. Check all
exhaust fans for proper operation and air flow.
9.11. Bottom Board. Carefully inspect the bottom
covering of the home for loosening or tears from
installation of pipes or wires. Seal openings
around the floor perimeter, pipes or pipe hangers
and splits or tears with weather-resistant tape.
9.12. Ground Cover. Repair any cuts or tears in the
ground cover with tape.
9.13. Anchors and Straps. Be sure the correct number
of anchors have been installed at the proper angle,
and that all straps have been tightened.
9.14. Interior Details. Inspect for, and correct, all
Interior finishing details, such as loose molding,
carpet seams, etc. The retailer's representative
should inspect the home with the homeowner, give
the homeowner a copy of the Homeowner's
Manual, and brief the homeowner about
maintaining the home.
L o_ Chapter 10 -Relocating the Home
10.1. RBlocition of Home. If It is necessary to move
your home, have it moved by a professional
manufactured home mover, making sure he uses
enough temporary wood blocking, and check the
following items:
10.1.1. New Zones. Check the roof and wind bad and the
temperature requirements at the new location. If the
new requirements are greater than those shown on
your home's compliance certificate, check the cost of
adapting the home before moving. Otherwise any
resulting damages will not be covered under your
warranty, and you may be held liable for any failures.
Check with home's plant of manufacturing, ydur
retailer, or a qualified manufactured home mover
about making these home improvements.
10.1.2. Tires and Axles. Replace any removed tires or
axles as required by the manufacturer. Be sure that
fires are inflated correctly, have at least 1/16" tread,
and do not have any cracks or splits. Check and
repair bearings and brakes as necessary.
10.1.3. Appliances. Secure appliances to prevent
movement during transportation.
10.1.4. Dust Caps. Place dust caps on the ends of all pipe
connections.
10.1.5. Blocking During Storage. Any home placed In
storage, including those on sales lots, must be
immediately blocked under each I-beam, both at the
rear of the home and midway between axles and
hitch, to prevent excessive deflection and possible
structural damage.
10.1.6. Transit of Furniture and Belongings. Substantial
damage may result if furniture, personal belongings,
set-up materials or other Items are stored In the
home during transit. TRANSIT DAMAGE IS NOT
COVERED UNDER YOUR WARRANTY.
10.1.7. MultlSection Homes. Re-install temporary
structural supports and bracing materials before
moving the home. Cover open sides of sections with
weather-proof material such as 6 mil plastic
sheeting. After the sections have been separated,
secure 2' x 6' shipping braces at the front end and in
the axlo area. Place ridge beam supports In open
areas or at a maximum of 4' on center.
Set-Up Manual - Page. 44
s a y
d
z;
,
Y
P
.
?.IIRB??TY
Corporate Office: P.O. Box 35
a" Goshen, Indiana 46527-0035
V
C:
fj '
666•• v
y
d
Q..
^^
n.
a
J
P
1
Ul 010
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
Va.
DRB, INC. t/a and d/b/a
SUPERIOR HOMES and CRAIG
E. DALLMEYER, t/a and d/b/a
ROLO COURT,
Defendants
s IN THE COURT OF COMMON PLEAS OF
s CUMBERLAND COUNTY, PENNSYLVANIA
s
s 99 - 6253
s
s
s CIVIL ACTION - LAW
s
s
s
s
ACCEPTANCE OF SERVICE OF COMPLAINT
PURSUANT TO PA. R.C.P. NO. 402 (b1
I, Melvin E. Newcomer, Esquire, hereby accept service of the
Complaint filed in the above-captioned matter on behalf of
Defendant, DRB, Inc., t/a and d/b/a superior Homes, and further
state that I am authorized to do so.
Date: October, 1999
339 North Duke Street
P.O. Box 539
Lancaster, PA 17608-0539
717-393-7885
Attorney for Defendant DRB,
Inc., t/a and d/b/ Superior
Homes
? •'?=
,,,
,.:?
- ,.:..
t?'
; ..
?.
i.. ,,
C
c? ?. , ?;
IN THE COURT OF COMMON PLEAS OF
CUMBERLAND COUNTY, PENNSYLVANIA
RANDY L. CLARK and
TERRY D. CLARK
Plaintiffs
VS.
DRB, INC., t/a and d/b/a
SUPERIOR HOMES and CRAIG
E. DALLMEYER, t/a and d/b/a
ROLO COURT
Defendants
Civil Action - LAW
NO. 99-6253 Civil Term
NOTICE
To: Randy L. Clark and
Terry D. Clark
c/o Andrew C. Sheely, Esquire
127 S. Market Street
P.O. Box 95
Mechanicsburg, PA 17055
You are hereby notified to file a written response to the enclosed New
Matter within twenty (20) days from service hereof or a judgment may be entered
against you.
KATHERMAN & HEIM
by:
LA. Heim
No. 23155
345 East Market Street
York, PA 17403
(717) 854-5124
Attorney for Defendant Dallmeyer
.?1Yn`
IN THE COURT OF COMMON PLEAS OF
CUMBERLAND COUNTY, PENNSYLVANIA
RANDY L. CLARK and Civil Action - LAW
TERRY D. CLARK
Plaintiffs
NO. 99-6253 Civil Term
VS.
DRB, INC., t/a and d/b/a
SUPERIOR HOMES and CRAIG
E. DALLMEYER, t/a and d/b/a
ROLO COURT
Defendants
ANSWER
Defendant Craig E. Dallmeyer, by and through his counsel L.C. Heim,
hereby files an Answer to the Complaint of the Plaintiffs as follows:
1. & 2. Admitted.
3. Admitted in part and denied in part. It is averred to the contrary that
Craig E. Dallmeyer has not owned or operated Rolo Court Mobile Home Park
since August 19, 1997, when he conveyed his interest to persons not a party to this
action.
4. Denied. It is averred to the contrary that Defendant Dallmeyer has not
owned or operated Rolo Court Mobile Home Park since August 19, 1997.
5. - 15. After reasonable investigation Defendant is without knowledge or
information sufficient to form a belief as to the truth of the averments set forth in
Paragraphs 5 through 15 of Plaintiff's Complaint, said averments, therefore, being
denied. Proof thereof is demanded at the trial of this case.
16. Denied. It is averred to the contrary that Plaintiff's counsel attempted
to contact Defendant on one occasion regarding grading of the lot, however
Defendant Dallmeyer has not owned or operated Rolo Court Mobile Home since
August 19, 1997, therefore he has no responsibility to the Plaintiffs.
COUNTI
17. - 20. Paragraphs 17 through 20 of Plaintiff's Complaint contain
allegations pertaining to Defendant DRB, Inc., no response thereto being required
from Defendant Dallmeyer.
COUNT II
21. - 25. Paragraphs 21 through 25 of Plaintiffs Complaint contain
allegations pertaining to Defendant DRB, Inc., no response thereto being required
from Defendant Dallmeyer.
COUNT III
2G.-31. Paragraphs 26 through 31 of Plaintiff's Complaint contain
allegations pertaining to Defendant DRB, Inc., no response thereto being required;
from Defendant Dallmeyer.
COUNT iv
32. - 35. Paragraphs 32 through 35 of Plaintiffs Complaint contain
? AARR
.il ?tfl?e?
allegations pertaining to Dcfendant DRB, Inc., no response thereto being required
from Defendant Dallmeyer.
COUNT V
36. Paragraphs 1 through 35 are incorporated herein be reference thereto.
37. Denied. It is averred to the contrary that Defendant Dallmeyer has not
owned or operated Rolo Court Mobile Home since August 19, 1997, and does not
lease space to Plaintiffs.
38. Denied. Defendant Dallmeyer has no lease with Plaintiffs nor has he
ever advised them as to the suitability of any lot.
39. Denied. It is averred to the contrary that Defendant Dallmeyer has not
owned or operated Rolo Court Mobile Home since August 19, 1997.
40. After reasonable investigation Defendant Dallmeyer is without
knowledge or information sufficient to form a belief as to the truth of the
averments set forth in paragraph 40 of the Complaint, said averments, therefore,
being denied. Proof thereof is demanded at the trial of this case.
41.43. The averments set forth in paragraphs 41, 42 and 43 of the
Complaint are mere conclusions of law, no response thereto being required.
44.45. After reasonable investigation Defendant Dallmeyer is without
knowledge or information sufficient to form a belief as to the truth of the
averments set forth in paragraphs 44 and 45 of the Complaint, said averments,
therefore, being denied. Proof thereof is demanded at the trial of this case.
46. Denied. It is averred to contrary Defendant Dallmeyer has not owned or
operated Rolo Court since August 19, 1997, therefore he is not responsible for the
present condition of the lot.
47. It is Admitted Defendant Dallmeyer has refused to do any grading to
the lot since he has not owned or operated Rolo Court since August 19, 1997.
48. The averments set forth in Pargraph 48 of the Complaint are mere
conclusions of law, no response thereto being required.
49. Denied. Defendant Dallmeyer has not owned or operated Rolo Court
since August 19, 1997 and further, he has not made any direct representations to
Plaintiffs pertaining to the lot.
NEW MATTER
50. Defendant Dallmeyer has not owned or operated Rolo Court since
August 19, 1997 when it was conveyed by deed recorded in Cumberland County
Record Book 163, page 659.
5l. Defendant Dallmeyer is not a party to any contract with Plaintiffs that
would create an obligation on the part of Defendant Dallmeyer to make the
corrections requested by Plaintiffs in their Complaint.
51. Plaintiffs' Complaint fails to state a cause of action against Defendant
Dallmeyer upon which relief can be granted.
KATHERMAN & HEIM
nZ,
Lk. Heim
345 East Market Street
York, PA 17403
Attorney for Defendant Dallmeyer
I. D. No. 23155
I, Craig E.Dallmeyer, hereby verify that the statements in this Answer and
New Matter are true and correct to the best of my knowledge information and
belief. I understand that false statements herein are made subject to the penalties
of 18 PA.C.S. Sec. 4904, relating to unswom falsification to authorities.
DATE:
Craig E.
:a
CERTIFICATE OF SERVICE
The undersigned hereby certifies that a true and correct copy of the foregoing
was served upon the following person on this date by depositing a copy of same in
the United States mail, postage prepaid, addressed as follows:
Andrew C. Sheely, Esquire
127 S. Market Street
P.O. Box 95
Mechanicsburg, PA 17055
DATE: 11-11-q9
L. .`flem
orncy for Defendant Dallmeyer
1. . No. 23155
KATHERMAN & HEIM
345 E. Market Street
York, Pa 17403
(717) 854-5124
U
r
N
Y
4
4 ?? ro
z
z A
W
I dub H in
D 7
Uu' ro mro >
o?':U w b4 row
Hx
iC 1x
I
0
q g
3
0 ,
as
4 '
?wq ?,
93 C%
HUH o
> NN V
?-4 0
:
`
5 (yn
•
° aW qo
za
1N r7 it
Hou o o
°
°
z a
iwa
IN THE COURT OF COMMON PLEAS OF CUMBERLAND COUNTY, PENNSYLVANIA
CIVIL ACTION - LAW
RANDY L. CLARK and s
TERRY D. CLARK, s
Plaintiffs :
vs. s
e
DRB, INC. t/a and d/b/a s
SUPERIOR HONES and CRAIG s
E. DALLMEYER, t/a and d/b/a s
ROLO COURT, s
Defendants s
PRAECIPE
No. 99-6253 Civil Term
Please enter the appearance of Melvin E. Newcomer, Esquire,
and KLUXEN & NEWCOMER as attorney for DRB, Inc. t/a and d/b/a
SUPERIOR HOMES. Please serve all papers at P. 0. Box 539,
339 North Duke Street, Lancaster, Pennsylvania 17608-0539.
To: Curtis R. Long
Prothonotary
BY:
malv)?n I- owcomer, Esquire
Attorney Defendant,
DRB, INC. t/d/b/a
SUPERIOR HOMES
Attorney I.D. No. 27605
P.O. Box 539
339 North Duke Street
Lancaster, Pennsylvania 17608-0539
(717) 393-7885
_
Dated: %timickq
`= Q
c.. 4 '' ti
z ii5
L
un.
ON
w
IN THE COURT OF COMMON PLEAS OF CUMBERLAND COUNTY,
CIVIL ACTION - LAW
RANDY L. CLARK and s
TERRY D. CLARK, s
Plaintiffs s
vs. :
s
DRS, INC. t/a and d/b/a s
SUPERIOR HOMES and CRAIG s
E. DALLMEYER, t/a and d/b/a s
ROLO COURT, s
Defendants s
No. 99-6253 Civil Term
ANSWER AND NEW MATTER OF DEFENDANT DRS, INC.,
t/d/b/a SUPERIOR HOMES
1. Admitted.
2. Admitted.
3. No answer required.
9. The allegation concerning the lot number which
Plaintiffs lease is admitted. The remaining averment concerning
the ownership of the park is denied, because Defendant, after
reasonable investigation, is without knowledge as to the truth of
the averment, and strict proof thereof, if relevant, is demanded
at the trial of this case.
5. Admitted.
6. Admitted.
7. Admitted.
8. Admitted in part, denied in part. The document
attached as Exhibit "S" is a Liberty Homes installation manual
which was included with Plaintiffs, purchase of the home. It is
denied that the manual sets forth requirements or specifications
which must be followed in the installation of a home. On the
contrary, Defendant avers that the installation manual contains
recommendations for the home; however, other procedures may be
followed in installing a home.
9. Denied. After reasonable investigation, Defendant is
without knowledge sufficient to form a belief as to the truth of
the averment, since Plaintiffs never made any complaints to
Defendant about this situation during their occupancy of the
home. Strict proof of the truth of the averments is required at
trial.
10. Denied. It is denied that Plaintiffs were advised that
the mobile home installed by Defendant was defective and
deficient. By way of further answer, the Pennsylvania HUD Code
Housing Administrator has no jurisdiction over this matter and
has no authority to render any opinion or make any determination
that the mobile home installed by Defendant was defective. By
way of further answer, Defendant specifically denies that the
installation and/or home was deficient and defective. On the
contrary, Defendant avers that the home was properly installed on
the lot which Plaintiffs leased from the mobile home park.
11. Denied. After reasonable investigation, Defendant is
without knowledge sufficient to form a belief as to the truth of
2
what Plaintiffs discovered, and strict proof thereof, if
relevant, is demanded at the trial of this case. By way of
further answer, Defendant avers that there is no requirement
mandating that the home be installed in strict conformity with
the Liberty Homes installation manual; rather the manual contains
recommendations from which deviations may be made. Defendant
also believes and therefore avers that the manufactured home was
properly installed on Plaintiffs' lot.
12. Denied. The averment of when Plaintiffs were contacted
by officials of Upper Allen Township is denied because the means
of proof are within the exclusive control of Plaintiffs. By way
of further answer, Defendant believes and therefore avers that
the manufactured home does comply with the 1993 Building Code of
Upper Allen Township, to the extent that the Code governs mobile ;r
homes. Defendant continues to believe that the home is in
compliance, notwithstanding any action taken by Upper Allen:
Township to the contrary.
13. Denied. Defendant is without knowledge sufficient to ;sy
form a belief as to the truth of whether Plaintiffs were advised that the home was defective and deficient for the reasons set
forth in subparagraphs (A) through (J), and strict proof thereof,
if relevant, is demanded at the trial of this case. By way of '
further answer, Defendant believes and therefore avers that the
mobile home was not deficient and defective and was properly
3
installed in accordance with any applicable statutory
requirements.
14. Denied. The averments set forth in Paragraph 14 are
denied because the means of proof are within the exclusive
control of Plaintiffs. By way of further answer, Defendant avers
that Plaintiffs never contacted Defendant or complained about any
of the conditions which are set forth in Paragraph 14.
15. Admitted in part, denied in part. Defendant admits
and is aware that Upper Allen Township has initiated proceedings
alleging a violation of its building code, which proceedings
include Plaintiffs. As of the date of answering this Complaint,
the averment concerning Plaintiffs failure to obtain an occupancy
permit from Upper Allen Township is denied because, after
reasonable investigation, Defendant is without knowledge
sufficient to form a belief as to the truth of that averment, and
strict proof thereof, if relevant, is demanded at the trial of
this case. By way of further answer, Defendant does acknowledge
that Plaintiffs had not previously obtained an occupancy permit;
however, the failure to obtain the occupancy permit may also have
been the fault of Plaintiffs.
16. Admitted in part, denied in part. It is admitted that
Plaintiffs have made certain demands upon Defendant. It is
denied that the mobile home or the installation of it was
4
deficient or defective for the reasons set forth above and
hereinafter.
COUNT I
17. Paragraphs 1 through 16 of Defendant's Answer are
incorporated by reference herein.
18. Denied. On the contrary, Defendant believes and
therefore avers that there are no errors, omissions or
deficiencies for the reasons previously stated herein. Defendant
also denies that it breached the Purchase and Installation
Agreement. On the contrary, Defendant fully complied with said
Agreement.
19. Denied. On the contrary, Defendant believes and
therefore avers that Plaintiffs may have failed to properly
obtain a building permit for the home.
20. Denied. On the contrary, Defendant believes and
therefore avers that there was no breach by Defendant of the
Agreement between the parties. Defendant also denies that it is
in any way liable to Plaintiffs for any of the amounts identified
in subparagraph (a) through (1). By way of further answer,
Defendant believes and therefore avers that the home is complete
and properly installed.
WHEREFORE, Defendant DRB, Inc., t/d/b/a Superior Homes
requests this Court to enter judgment in its favor and dismiss
Plaintiffs' Complaint against it.
5
COUNT II
21. Paragraphs 1 through 20 of Defendant's Answer are
incorporated by reference herein.
22. Denied. On the contrary, Defendant did not negligently
install and erect the mobile home. By way of further answer,
Defendant avers that the mobile home was properly erected and
installed.
23. Denied. On the contrary, Defendant believes and
therefore avers that it properly complied with the provisions of
the Upper Allen Township Building Code. By way of further
answer, Defendant avers that if special provisions are required
for this home in order to make it comply with those requirements,
Plaintiffs are responsible for the costs of those changes as more
fully identified in the written Agreement entered into between
the parties.
24. Denied. On the contrary, Defendant properly installed
and erected the manufactured home consistent with common
installation procedures.
25. Denied. On the contrary, Defendant does not believe
that Plaintiffs have suffered any damages as a result of any
actions of Defendant. To the extent that Plaintiffs have set
forth a specific averment concerning the amount of damages, said
averment is denied because, after reasonable investigation,
Defendant is without knowledge sufficient to form a belief as to
6
the truth of those averments, and strict proof thereof, if
relevant, is demanded at the trial of this case.
WHEREFORE, Defendant DRB, Inc., t/d/b/a Superior Homes
requests this Court to enter judgment in its favor and dismiss
Plaintiffs' Complaint against it.
COUNT III
26. Paragraphs 1 through 25 of Defendant's Answer are
incorporated by reference herein.
27. Paragraph 27 of Plaintiffs' Complaint states a legal
conclusion to which no responsive pleading is required. To the
extent that any factual averments are set forth therein, said
averments are denied because the means of proof are within the
exclusive control of Plaintiffs.
28. Paragraph 28 states a legal conclusion to which no
responsive pleading is required. To the extent that any factual
averments are set forth in Paragraph 28, said averments are
denied. On the contrary, Defendant believes and therefore avers
that there were no deficiencies or defects in the construction
and completion of the manufactured home sold to Plaintiffs.
29. The averments of Paragraph 29 are denied because the
means of proof are within the exclusive control of Plaintiffs.
By way of further answer, Defendant denies that there are defects
and deficiencies in the installation and erection of the
7
manufactured home. On the contrary, Defendant avers that the
home was properly erected and installed.
30. Paragraph 30 states a legal conclusion to which no
responsive pleading is required. To the extent that any factual
averments are set forth in Paragraph 30, said averments are
denied. On the contrary, Defendant believes and therefore avers
that any failure to obtain an occupancy permit is either a result
of a misapplication of the law by Upper Allen Township, or,
alternatively, Plaintiffs' failure to pick up the building permit
and obtain an occupancy permit in a diligent and timely fashion.
31. Denied. On the contrary, there is no financing
Agreement with Defendant.
WHEREFORE, Defendant DRB, Inc., t/d/b/a Superior Homes
requests this Court to enter judgment in its favor and dismiss
Plaintiffs' Complaint against it.
COUNT IV
32. Paragraphs 1 through 31 of Defendant's Answer are
incorporated by reference herein.
33. Paragraph 33 states a legal conclusion to which no
responsive pleading is required.
34. Denied. On the contrary, Defendant did not engage in
any unfair and deceptive trade practices:
8
(i) Denied. On the contrary, Defendants made no
representation concerning the installation and completion of the
home relative to installation procedures and manuals.
(ii) Denied. On the contrary, Plaintiffs elected not to
have footers installed with the home, as more fully detailed in
the averments set forth in Defendant's New Matter.
(iii) Denied. On the contrary, adequate tie downs were
provided based on the prevailing practice in Upper Allen Township
and elsewhere.
(iv) Denied. On the contrary, Defendant properly
installed the vinyl skirting for the home.
(v) Denied. On the contrary, Defendant properly
installed drain lines and sewer connections for the property.
(vi) Denied. On the contrary, Defendant properly
constructed and completed floor materials for the manufactured
home.
(vii) Denied. On the contrary, Defendant properly
installed electrical connections, to the extent possible. In the
event that there were any electrical problems, said problems were
the responsibility of the mobile home park owner.
(viii) Denied. On the contrary, the bonding materials for
the completion and installation for the chassis were properly
installed.
9
(ix) Denied. On the contrary, construction and
installation with respect to the flash rings was properly
completed.
(x) Denied. On the contrary, Defendant was not
responsible for grading of the lot, since grading of the lot is
the responsibility of the mobile home park owner.
(xi) Denied. On the contrary, Defendant properly
ventilated the home in accordance with customary installation
procedures.
(xii) Denied. On the contrary, the exterior stairways
with Defendant at any time any complaints concerning any of the
items set forth in Paragraph 34 of this complaint during their
period of occupancy in excess of one (1) year after installation
r
of the home.
35. Paragraph 35 states a legal conclusion to which no
responsive pleading is required. To the extent that a factual "
averment is set forth in the conclusooy statement of
Paragraph 35, said factual averment is denied. On the contrary,
Defendant did not in any way violate the Unfair Trade Practices
Fx
and Consumer Protection Law. .?'
1 Ky
were completed according to the terms of the Agreement. By way
of further answer, Defendant avers that Plaintiffs did not raise
10
WHEREFORE, Defendant DRB, Inc., t/d/b/a Superior Homes
requests this Court to enter judgment in its favor and dismiss
Plaintiffs' Complaint against it.
COUNT V
36. - 49. No answer required by Defendant DRS, Inc.
NEW MATTER
50. Paragraphs 1 through 49 of Defendant's Answer are
incorporated by reference herein.
51. At the time that Plaintiffs entered into the Purchase
Agreement with Defendant, Defendant gave to Plaintiffs the option
of whether to have footers installed for the home.
52. Plaintiffs declined to purchase footers, indicating
that they did not want to absorb the additional cost for that
item.
53. Prior to purchasing the home in question from
Defendant, Plaintiffs resided in another manufactured home within
Rolo Court.
54. Plaintiffs indicated to Defendant that footers were not
necessary for the home; therefore, as a result of that indication
and Plaintiffs' election not to purchase footers, Defendant did
not supply footers.
55. Plaintiffs were responsible for securing the building
permit from Upper Allen Township, as reflected in Paragraph 12 of
the written Agreement.
11
,..
56. Defendant believes and therefore avers that Plaintiffs
applied for the building permit from Upper Allen Township but
failed to pick up that permit from the Township.
57. By building permit dated November 26, 1997, Upper Allen
Township indicated that basement walls or foundation were not
applicable.
58. The manufactured home purchased by Plaintiffs was
delivered to Plaintiffs' lot on October 30, 1997, and set up by
Set Rite Construction, Defendants subcontractor, on or about
October 31, 1997.
59. As of the date of installation of the manufactured
home, there was no statutory or ordinance requirement that a
mobile home be installed in accordance with any specific
installation instructions or manual.
60. Defendant's installation of the manufactured home was
in accordance with industry standards and accepted installation
procedures.
61. Pursuant to Paragraph 12 of the Purchase Agreement
Plaintiffs acknowledged that Defendant is not responsible for
making any construction changes required by special building
Y
ordinances or laws.
62. Pursuant to Paragraph 12 of the Agreement, Plaintiffs
are responsible for any changes that are required for compliance
Ar:
with any local, county or state laws or zoning requirements. ;
12
63. To the extent that there are any statutory or ordinance
requirements which necessitate changes to the installation of the
home, Plaintiffs are responsible for the costs of those changes.
WHEREFORE, Defendant DRB, Inc., t/d/b/a Superior Homes
requests this Court to enter judgment in its favor and dismiss
Plaintiffs' Complaint against it.
By:
Miyin-?E comer, Esquire
Attorney efendant,
DRB, INC. t/d/b/a
SUPERIOR HOMES
Attorney I.D. No. 27605
339 North Duke Street
P.O. Box 539
Lancaster, PA 17608-0539
(717) 393-7885
13
r?Y
i .
D. Ray Broderick verifies that he is President of DRB, Inc.;
that he is authorized to execute this Verification on its behalf;
and that the facts set forth in the foregoing Answer and New
Matter are true and correct to the best of his knowledge,
information and belief. The undersigned understands that false
statements herein are made subject to the penalties of 18
Pennsylvania C. S. §4904, relating to unsworn falsification to
authorities.
Dated:
D. RAYRODERICK
14
CERTIFICATE OF SERVICE
I hereby certify that on November 29, 1999, a copy
of the foregoing Answer and New Matter of Defendant DRB, Inc.
t/d/b/a Superior Homes was served via first-class mail, postage
prepaid, on the following persons:
Andrew C. Shealy, Esquire
127 South Market Street
P. O. Box 95
Mechanicsburg, Pennsylvania 17055
Craig E. Dallmeyer
4775 N. Sherman Street Extended
Box 1, R.D. N1
Mt. Wolfe, Pennsylvftl?a 17147
By:
14,plvi? E owcoilsr, Esquire
D. No. 27605
Attorne
Attorney fo Defendant,
1?
DRB, INC. t/d/b/a
SUPERIOR HOMES
P. 0. Box 539
339 North Duke Street
Lancaster, Pennsylvania 17608-0539
(717) 393-7885
Fax No. (717) 393-0382
Dated: November 29, 1999
w -t
,[?'?71 t1
.r
i'l l
fl??
w8N°n? ° ac
I
P4
S.
ro?v
\
?"icitn
Z
s.
? •.?'+?
w 0Z
C: C-4
g
O 1
P4
z
.0 -0 9 a
?
'ro
ro
y
W y
w
d
uS
< a
r' 'O
Cl p za? a Vat Q z° y
U
ro
a m ?
w
u w
a
o 14
W
6. a
oooHCCC
O D u u !
i7
E r. Wp
t?oosCe? A
cn O cC
ny
•'G
a o 0 C <•"'
t? p
c
P p
to W z ?
S
S
w E 11
l
l
??
Am
Na. zo O
a zw
6 9
„? 1.
o 0
C6d f
M
g
.y
41 IN ss C .,7
? I ?
AyWa4 ?
T d as
tf
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
VS.
DRB, INC. t/a and d/b/a
SUPERIOR HOMES and CRAIG
E. DALLMEYER, t/a and d/b/a
ROLO COURT,
Defendants
: IN THE COURT OF COMMON PLEAS OF
: CUMBERLAND COUNTY, PENNSYLVANIA
99 - 6253
CIVIL ACTION - LAW
s
REPLY TO NEW MATTER OF DEFENDANT CRAIG E DALLMEYER. T/A
AND D/B/A ROLO COURT
Plaintiffs, Randy L. Clark and Terry D. Clark, by and through
counsel of Andrew C. Sheely, Esquire, hereby submit this Reply to
the New Matter of Defendant Craig E. Dallmeyer, t/a and d/b/a as
Rolo court and respectfully state as follows:
50. Denied. To the contrary, Defendant Craig E. Dallmeyer was
trading and doing business under the assumed or fictitious name of
Rolo Court as officially registered with the Department of State
as of the date of filing the above-captioned complaint.
51. Denied. To the contrary, Defendant Craig E. Dallmeyer
was trading and doing business under the assumed or fictitious
name of Rolo Court as officially registered with the Department of
State as of the date of filing the above-captioned complaint. By
way of further reply, Plaintiffs have made all rent payments to
Rolo Court since residing in the park at request of Defendant Rolo
Court.
52. (Sic 51) The allegations contained in paragraph 52 of
the New Matter of Defendant Craig E. Dallmeyer constitute
conclusions of law to which no response is deemed necessary. To
the extent a response is necessary, the allegations are denied and
strict proof thereof demanded at hearing, trial or arbitration. By
way of further reply, Defendant failed to raise the issue of his
demurrer by way of preliminary objection and therefore the issue
is waived.
WHEREFORE, Plaintiffs respectfully request that judgment be
entered against Defendant Craig E. Dallmeyer, trading and doing
business as Rolo Court, as requested in the Complaint.
Date: December 6, 1999
Respectfully submitted,
0 r
Andrew C. Sheely
I.D. No. 62469
127 S. Market Street
P.O. Box 95
Mechanicsburg, PA 17055
717-697-7050
Attorney for Plaintiffs
2
i verify that the statements made in this Reply to the New Matter
of Defendant Craig E. Dallmeyer, t/a and d/b/a Rolo court, are true and
correct to the best of my knowledge and belief. i understand that
unsworn statements herein are made subject to the penalties of 18 Pa.
C.S.A. Section 4904, relating to unsworn falsification to authorities.
DATE: December 7, 1999
Randy L. Clark
CERTIFICATE OF SERVICE
I, Andrew C. Shealy, Esquire, hereby certify that I am this
day serving the foregoing Plaintiffs' Reply to Defendant Craig E.
Dallmeyer's Answer and New Matter to Plaintiff's Complaint upon
the following named individual this day by depositing same in the
United States Mail, First Class, postage prepaid, at
Mechanicsburg, Pennsylvania, addressed as follows:
L.C. Heim, Esquire
Katherman & Heim
345 East Market Street
York, PA 17403
Date: December 8, 1999 #V(,tj
Andrew C Sheely, E&INFre
r co
ti
C J
G s.
j
W
,t ?
!? t. •? 7-1
00
i?li" U1 i^
(L
l .S
? u
p -
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
Vs.
DRB, INC. t/a and d/b/a
SUPERIOR HOMES and CRAIG
E. DALLMEYER, t/a and d/b/a
ROLO COURT,
Defendants
IN THE COURT OF COMMON PLEAS OF
CUMBERLAND COUNTY, PENNSYLVANIA
99 - 6253
CIVIL ACTION - LAW
REPLY TO NEW MATTER OF DEFENDANT DRB. INC..
t/a and d/b/a SUPERIOR HOMES
Plaintiffs, Randy L. Clark and Terry D. Clark, by and through
counsel of Andrew C. Sheely, Esquire, hereby submit this Reply to
the New Matter of Defendant DRB, Inc., t/a and d/b/a Superior
Homes, and respectfully state as follows:
50. Paragraphs 1 - 50 of Plaintiffs Complaint are
incorporated herein as if set forth at length.
51. Denied and strict proof demanded thereof at hearing,
trial or arbitration. To the contrary, Plaintiffs were advised by
Defendant that footers were not required because the manufactured
home would be placed in a mobile home park.
52. Denied and strict proof thereof demanded at hearing,
trial or arbitration. To the contrary, Plaintiffs were advised by
Defendant that footers were not required because the manufactured
home would be placed in a mobile home park.
53. Admitted.
54. Denied, and strict proof demanded thereof at hearing,
trial or arbitration. To the contrary, Plaintiffs were advised by
Defendant that footers were not required because the manufactured
home would be placed in a mobile home park.
55. Admitted in part/Denied in Part. It is admitted that
Plaintiffs secured a building permit from the Township of Upper
Allen. The remaining allegations set forth in Paragraph 55 of
Defendant's New Matter constitute conclusions of law to which no
response is necessary. To the extent a response is necessary, the
allegations are denied and strict proof thereof demanded at trial,
hearing or arbitration.
56. Admitted with clarification. It is admitted that
Plaintiffs applied for a building permit prior to installation of
the manufactured home and that Plaintiffs received a building
permit from the Township of Upper Allen subsequent to the
installation of the manufactured home.
57. The allegations set forth in Paragraph 57 of Defendant's
New Matter constitute conclusions of law to which no response is
necessary. By way of further reply, the allegations set forth in
Paragraph 57 of Defendant's New Matter contain averments of fact
to which Plaintiffs are unable to admit or deny as Plaintiffs
cannot speak for official of Upper Allen Township.
58. Admitted in Part/ Denied in Part. It is admitted that
the manufactured home was delivered to Plaintiffs' lot on or about
October 30, 1997. Plaintiffs are without sufficient information
to form an opinion as to the veracity of the remaining allegation
set forth in Paragraph 58, and such allegations are denied.
59. The allegations set forth in Paragraph 59 of Defendant's
2
New matter constitute conclusions of law to which no response is
necessary. To the extent a response is deemed necessary, the
allegations are denied and strict proof thereof demanded at
hearing, trial or arbitration.
60. Denied. To the contrary, the manufactured home was not
installed in accordance with industry standards and accepted
installation procedures as alleged in Plaintiffs' complaint.
61. The allegations set forth in Paragraph 61 of Defendant's
New Matter constitute conclusions of law to which no response is
necessary. To the extent a response is deemed necessary, the
allegations are denied and strict proof thereof demanded at
hearing, trial or arbitration. By way of further reply, reliance
on Paragraph 12 of the Purchase Agreement is unwarranted as such
language is void as against public policy.
62. The allegations set forth in Paragraph 62 of Defendant's
New Matter constitute conclusions of law to which no response is
necessary. By way of further reply, Defendant's reliance upon the
Purchase Agreement is unenforceable as violative of public policy
as such language constitutes an adhesion contract.
63. The allegations set forth in Paragraph 63 of Defendant's
New Matter constitute conclusions of law to which no response is
necessary. To the extent a response is deemed necessary, it is
specifically denied that Plaintiffs are responsible for the costs
of compliance with ordinance requirements and strict proof thereof
is demanded at hearing, trial or arbitration.
3
WHEREFORE, Plaintiffs, Terry D. Clark and Randy L. Clark,
respectfully request this Honorable Court dismiss any and all
defenses raised in Defendant's New Matter and that judgment be
entered against Defendant DRB, inc., trading and doing business as
Superior Homes, on all counts, as requested in the Complaint.
Date: December 6, 1999
Respectfully submitted,
Andrew C. She y, Es u
I.D. No. 62469
127 S. Market Street
P.O. Box 95
Mechanicsburg, PA 17055
717-697-7050
Attorney for Plaintiffs
Y
zr,#
4
VERIFICATION
i verify that the statements made in this Reply to the New Natter
of Defendant DRB, Inc., t/a and d/b/a superior Homes, are true and
correct to the best of my knowledge and belief. I understand that
unsworn statements herein are made subject to the penalties of 18 Pa.
C.S.A. Section 4904, relating to unsworn falsification to authorities.
DATE: December 7. 1999
Randy L. Clark
r
noeTIFICATE OF BERVICE
I, Andrew C. Sheely, Esquire, hereby certify that i am this
day serving the foregoing Plaintiffs' Reply the Answer and New
Matter of Defendant DRB, Inc., t/a and d/b/a Superior Homes, upon
the following named individual this day by depositing same in the
United States Mail, First Class, postage prepaid, at
Mechanicsburg, Pennsylvania, addressed as follows:
Melvin E. Newcomer, Esquire
Kluxen & Newcomer
329 North Duke Street
P.O. Box 539
Lancaster, PA 17608-0539
'
Date: December, 1999 Andrew C Shee
y, Esqu
SHERIFF'S RETURN - REGULAR
CASE NO: 1999-06253 P
COMMONWEALTH OF PENNSYLVANIA:
COUNTY OF CUMBERLAND
CLARK RANDY L ET AL
VS.
DRB INC ET AL
SHAWN HARRISON Sheriff or Deputy Sheriff of
CUMBERLAND County, Pennsylvania, who being duly sworn according
to law, says, the within COMPLAINT was served
upon _DALLMEYER CRAIG E T/D/B/A ROLO COURT the
defendant, at 13:50 HOURS, on the 28th day of October ,
1999 at 110 ROLO COURT
MECHANICSBURG, PA 17055 ,CUMBERLAND
County, Pennsylvania, by handing to LAVERNE YOHE
a true and attested copy of the COMPLAINT ,
and at the same time directing His attention to the contents thereof.
Sheriff's Coats: So answers:
Docketing 18.00
Service 6.82 isnr? 1..c2
Affidavit .00
Surcharge 8.00 RAF : Ifl',15
$32.82 A RE
q?q
by
Sworn and subscribed to before me
this 01 day of ??w w
19? A.D. ??? clLy -L"7
STEPHEN L. BANKO, JR., ESQUIRE
Pa. Supreme Court I. D. No. 41727
MARGOLIS EDELSTEIN
P.O. Box 932
Harrisburg, PA 17108-0932
3510 Trindle Road
Camp Hill, PA 17011
Telephone: (717) 975-8114 Attorney for Additional
Defendant Set-Rite
FAX: (717) 975-8124 Construction
IN THE COURT OF COMMON PLEAS OF
CUMBERLAND COUNTY, PENNSYLVANIA
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
V.
DRB, INC. t/a and d/b/a SUPERIOR
HOMES and CRAIG E. DALLMEYER, t/a
and d/b/a ROLO COURT,
Defendants
V.
SET-RITE CONSTRUCTION,
Additional
Defendant
CIVIL ACTION - LAW
NO. 99-6253 Civil Term
1. Denied. After reasonable investigation Additional
Defendant, Set-Rite Construction ("Set-Rite"), is without
knowledge or information sufficient to form a belief as to the
truth of the averments contained in this paragraph and,
therefore, they are denied.
2. Denied. The answer contained in paragraph 1 hereof is
t
incorporated herein by reference as if set forth in its entirety.
3. Denied. The answer contained in paragraph 1 hereof is
incorporated herein by reference as if set forth in its entirety.
4. Upon information contained in Exhibit A to original
Defendant's Complaint, the allegations set forth in this
paragraph are admitted.
5. Admitted.
6. Admitted.
7. Admitted.
8. Admitted.
9. Admitted.
10. Denied. It is specifically denied that Defendant was
responsible for any decision concerning the installation of the
manufactured home. To the contrary, they were engaged by
original Defendant who provided specific information as to the
manner in which the manufactured home was to be placed.
11. Admitted.
12. Denied. The allegations contained in this paragraph
state a legal conclusion to which no response is necessary. By
way of further answer, it is specifically denied that Set-Rite is
responsible to any party in the instant action for the manner in
which the manufactured home was installed. To the contrary, at
all times, Set-Rite was acting at the specific direction of
original Defendant which method of installation was specifically
2
Y
selected and paid for by Plaintiffs.
WHEREFORE, Additional Defendant, `Set-Rite ' Construction,
demands judgment in its favor and against the original Defendant.
MARGOLIS EDELSTEIN
Date: \ \ BY
Steph n L. Banko, Jr.
Attor ey I.D. No. 41727
P. 0. Box 932
Harrisburg, PA 17108-0932
3510 Trindle Road
fiF_ Camp Hilly PA' 17011
(717) 975-8114
U
(717) 975-8124 FAX
Counsel for Additional, Defendant,
} Set-Rite Construction
t
3
I, MERVIN BUTT, state that I am the of
Additional Defendant Set-Rite Construction; that I am authorized
to execute this Verification; that I have read the foregoing
document; and that the facts stated therein are true and correct
to the best of my knowledge, information and belief.
I understand that any false statements herein are made
subject to penalties of 18 Pa. C.S.A. 54904, relating to unsworn
falsification to authorities.
Date: /.? "ZPW &V pl ; 6L.
MERVIN RUTT
I hereby certify that a copy of the foregoing was served
upon counsel of record on the 46,1- day of ??& ,
2000, by United States First Class Mail, postage prepaid,
addressed as follows:
Andrew C. Sheely, Esquire
127 South Market Street
P. 0. Box 95
Mechanicsburg, PA 17055
(Attorneys for Plaintiffs)
L. C. Heim, Esquire
Katherman & Heim
345 East Market Street
York, PA 17403
(Attorneys for Defendant _
Craig E. Dallmeyer)
Melvin E. Newcomer, Esquire
Kluxen & Newcomer
P. 0. Box 539
339 North Duke Street
Lancaster, PA 17608-0539
(Attorneys for Defendant DRB, Inc. t/d/b/a
Superior Homes)
rT;?
Barbara J. Smith
(Secretary) ;t
,nr
Y
- a.
?• r
t?
?...
r?l . ?._
. ,.n
1
:1. `' -
Lt
? '
? V
? 4
!(. fJ
!„i i..J
. r
1
STEPHEN L. BANKO, JR., ESQUIRE
Pa. Supreme Court I. D. No. 41727
MARGOLIS EDELSTEIN
P.O. Box 932
Harrisburg, PA 17108-0932
3510 Trindle Road
Camp Hill, PA 17011
Telephone: (717) 975-8114
FAX! (717) 975-8124
Attorney for Additional
Defendant Set-Rite
Construction
IN THE COURT OF COMMON PLEAS OF
CUMBERLAND COUNTY, PENNSYLVANIA
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
V.
-DRB, INC. t/a and d/b/a SUPERIOR
HOMES and CRAIG E. DALLMEYER, t/a
and d/b/a ROLO COURT,
Defendants
V.
SET-RITE CONSTRUCTION,
Additional
Defendant
CIVIL ACTION - LAW
NO. 99-6253 Civil Term
JURY TRIAL DEMANDED
DEMAND FOR TtRY TRTAI
Pursuant to Pa. R.C.P. No. 1007.1 Additional Defendant, Set-
Rite Construction, demands a jury trial on all claims and demands
set forth in Plaintiffs, Complaint and in the Complaint of sg
Defendant, DRB, Inc., t/d/b/a Superior Homes against Additional
FY 5 r
4
ly'tLt ?t
iyf. 'L, l
i
? ~M
Defendant Set-Rite Construction.
MARGOLIS EDELSTEIN
0 ? [?)
Date: February 2000 By:
St hen Banko, Jr.
Attorney I.D. No. 41727
P. 0. Box 932
Harrisburg, PA 17108-0932
3510 Trindle Road
Camp Hill, PA 17011
(717) 975-8114
(717) 975-8124 FAX
Counsel for Additional Defendant,
Set-Rite Construction
2
I hereby certify that a copy of the foregoing was served
upon counsel of record on the _0 day of February, 2000, by
United States First Class Mail, postage prepaid, addressed as
follows:
Andrew C. Sheely, Esquire
127 South Market Street
P. O. Box 95
Mechanicsburg, PA 17055
(Attorneys for Plaintiffs)
L. C. Heim, Esquire
Katherman & Heim
345 East Market Street
York, PA 17403
(Attorneys for Defendant
Craig E. Dallmeyer)
Melvin E. Newcomer, Esquire
Kluxen & Newcomer
P. O. Box 539
339 North Duke Street
Lancaster, PA 17608-0539
(Attorneys for Defendant DRB, Inc. t/d/b/a
Superior Homes)
Barbara J. Smith, Secretary
?, __.?_
?. .
:: ;
.
a,, ,
} ,,.,
t`f ;' ".
e:'
?
??,
k ..':-. _. _
y`.
}
?, .;
,,
?:
r' _.
?.
?.• r?
,t
-.(
i rte);; ?.,
?
... ` 1
V'1
1. ? '
? .... . ,
i t'.
is . : ?
?? (,
f'
? k1?`?
?Y
3c
i 4 ?'?
.
.
fkq
t x
i
y?
x n?
,
i} S
''$i?;
'. r ? Grp...
h?'1}
r
1 ??
+i k
d ?
y
f
k, a
?????n
y;
1???.
'
aF?}(?yyh?
A }P?W?`1
jSl
.
v?:
?Yt h%:i?
{tk??
r
$L
r ?
- - n ?
ha
1 f
?n
- s
r?
Y`S'
S
.
t-: <,?`
f;
+ s?
,'Ps
"='?
i
.
`?
*
?
T
'
• i?y'q_ ,
s
? .. s
ue',
SHERIFF'S RETURN - OUT OF COUNTY
CASE NO: 1999-06253 P
COMMONWEALTH OF PENNSYLVANIA:
COUNTY OF CUMBERLAND
CLARK RANDY L ET AL
VS
DRB INC ET AL
R. Thomas Kline , Sheriff or Deputy Sheriff who being
duly sworn according to law, says, that he made a diligent search and
and inquiry for the within named ADD'L DEFENDANT , to wit:
SET RITE CONSTRUCTION
but was unable to locate Them in his bailiwick. He therefore
deputized the sheriff of LEBANON County, Pennsylvania, to
serve the within COMPLAINT & NOTICE ADDL D
On January 19th , 2000 , this office was in receipt of the
attached return from LEBANON
Sheriff's Costs:
Docketing 18.00
Out of County 9.00
Surcharge 8.00
Dep. Lebanon Co 44.90
.00
79.90
01/19/2000
KLUXEN & NEWCOMER
So answers
ly: Thomas Kline
Sheriff of Cumberland County
sworn and subscribed to before me
this S?4 day of &A A A AA
' Pi?bthonotar
1?q
?,. a 1n a Co u of £, .
'Randy If. cla ?>, 4tConj'?Pleas
oC u?b e..r .,,,.
pond '
.
n?srPe ?1
$ tr' ror,•• r, ur, 11BOX"
ct 3ti
beret,' arputtzc the S{ri
141t - F U.F Ct4??6iii,
of r ,ur, AND Cpl
r
depulat
ron being .na r • _. _ ? •F'A, do
c,e • nty
i rty t ar,d
the u4A ti:;r, u( U,c -_ Cou to exerute.Wis:Wri .
Ni?inuff ?his
'Icnfr of
t
:SNt•ti?ice
Within -, g
_ 't •
upoll
ScrVed-the
by handitag lr? _ ` !
and Made krrott•-
n Of Ole urt
y
I'
file
?onteuts thereof 'd
Su :,n4lvets,
SiVutu uu1 cl.. ,..
as .
t , t r
5hr+ftfof ;Z-VlLe_o-
1.'11
S 7.S ;
1f'??[C3,?y11._._...__
Previous Image
Refillmed to Correct
possible Error
In The Court of Common Pleas of Cumberland County, Pennsylvania
Randy L. Clark, et. al.
vs.
DRB, Inc., et. al.
Serve: Set Rite Construction
No. 99-6253 Civil
Now, 12/29/99
Z x, I, SHERIFF OF CUMBERLAND COUNTY, PA, do
hereby deputize the Sheriff of Lebanon
County to execute this Writ, this
deputation being made at the request and risk of the Plaintifi
P
Sheriff of Cumberland County, PA
Affidavit of Service
2CFC
Now, ,/ ;, u,r.• ?, G ,-}9 , at ?' ao o'clock _ . M. served the
within
?/
upon
I 7 6-"
at Ze /' l ..lye
by handing to /
a ?'Gc' `Y c:. 73le SIC
and made known to '/'r,
So answers,
the contents thereof.
Sheriffof lC .:.n,•?• County, PA
Sworn and subscribed, before
me this //'- day of f9
N'
AQ AL SFA!_
A?4NFR .hi
copy of the original /?!,// ????/ •??;.,t
COSTS
SERVICE S
N41LEAGE
AFFIDAVIT
S
NOTICE & COMPLAINT TO JOIN ADDITIONAL, DEFENDANT
No. 79-6253 CIVIL PERM
RANDY L. CLARK, ET AL
Vs.
Lebanon, PA., January 17, 2000
(RETURN TO CUMBERLAND CO. SHERIFF)
DOCKET PAGE 14627
SET-RITE CONSTRUCTION
STATE OF PENNSYLVANIA )
COUNTY OF LEBANON ) SS:
David A. Heath, Deputy Sheriff, being duly sworn according to law,
deposes and says that he served the within NOTICE & COMPLAINT TO JOIN
ADDITIONAL DEFENDANT upon SET-RITE CONSTRUCTION, the within named
DEFENDANT, by handing a true and attested copy thereof, personally, to
Sharon Rutt, she being the wife of the owner and person in charge at
the time of service, on January 6, 2000, at 9:00 o'clock A.M., at the
place of business, P..D.01, Box 282, Newmanstown (Heidelberg Twp.),
Lebanon Cc:.:tty, Pennsylvania, and by making known to her the contents
of the same.
Sworn to and subscribed before me
this 17th day of January, A.D., 2000
r?/ Notary Public
SHERIFF'S COSTS IN ABOVE PROCEEDINGS
Advanced costs paid on 1/05/00 Check No. 26998 Amount 75.00
Costs incurred: wnount 49.94
Refund: Check No. 7677 Amount 30.06
All Sheriff's Costs shall be due and payable when services are
performed, and it shall be lawful for him to demand and receive from
the party instituting the proceedings, or any party liable for the
costs thereof, all unpaid sheciff's fens on the same before he shall be
obligated by law to make return thereof.
Snc. 2, Act of June 2J, 1911, P.L. 1072
SO ANSWERS,
M .. , %
IN THE COURT OF COMMON PLEAS OF CUMBERLAND COUNTY, PENNSYLVANIA
CIVIL ACTION - LAW
RANDY L. CLARK and :
TERRY D. CLARK, i
Plaintiffs s No. 99 - 6253 Civil Term
s
vs. i
DRB, INC. t/a and d/b/a :
SUPERIOR HOMES and CRAIG s
E. DALLMEYER, t/a and d/b/a s
ROLO COURT, s
Defendants s
s
vs. s
SET RITE CONSTRUCTION, i
Additional Defendant s
NOTICE TO DEFEND
You have been sued in Court. If you wish to defend against
the claims set forth in the following pages, you must take action
within twenty (20) days after this Complaint is served, by
entering a written appearance personally or by attorney and
filing in writing with the Court your defenses or objections to
the claims set forth against you. You are warned that if you
fail to do so the case may proceed without you and a judgment may
be entered against you by the Court without further notice for
any money claimed in the Complaint or for any other claim or
relief requested by Plaintiff. You may lose money or property or
other rights important to you. y
YOU SHOULD TAKE THIS PAPER TO YOUR LAWYER AT ONCE. IF YOU
DO NOT HAVE A LAWYER OR CANNOT AFFORD ONE GO TO OR TELEPHONE THE p
OFFICE SET FORTH BELOW TO FIND OUT WHERE YOU CAN GET LEGAL HELP.
,Y
CUMBERLAND COUNTY BAR ASSOCIATION
2 LIBERTY AVENUE x
CARLISLE, PENNSYLVANIA 17013
Telephone Number: (717) 249-3166 ?.
, ,
AVISO
Le han demando a usted en la Corte. Si usted quiere
defenderse de estas demandas expuestas en las paginas siguientes,
usted tiene veinte (20) dial de plazo al partir de la techa de la
demands y la notificacion. Hace falta ascentar una comparencia
escrita o en persona o con un agbogado y entregar a la Corte en
forma escrita sus defensas o sus objeciones a las demandas en
contra de su persona. Sea avisado que si usted no se defienda,
la Corte tomara medidas y puede continuar la demands en contra
suya sin previo aviso o notificacion. Ademas, to Corte puede
decidir a favor del demandante y requiere que usted cumpla con
todas las provisiones de esta demanda. Usted puede perder dinero`
o sus propiedades u otros derechos importantes para usted.
LLEVE ESTA DEMANDA A UN ABOGADO INMEDIATAMENTE. SI NO TIENE
ABOGADO O SI NO TIENE EL DINERO SUFICIENTE DE PAGAR TAL SERVICIO.
VAYA EN PERSONA 0 LLAME POR TELEFONO A LA OFICINA CUYA DIRECCION
SE ENCUENTRA ESCRITA ABAJO PARA AVERIGUAR DONDE SE PUEDE
CONSEGUIR ASISTENCIA LEGAL.
CUMBERLAND COUNTY BAR ASSOCIATION
2 LIBERTY AVENUE
CARLISLE, PENNSYLVANIA 17013
Telephone Number: (717) 299-3166
I
By:JI V
Mel i wcomer, Esquire
Attorney fo Defendant,
DRB, INC. t/a and d/b/a
SUPERIOR HOMES
Attorney I.D. No. 27605
339 North Duke Street
P. O. Box 539
Lancaster, PA 17608-0539
(717) 393-7885
r
IN THE COURT OF COMMON PLEAS OF CUMBERLAND COUNTY, PENNSYLVANIA
CIVIL ACTION - LAW
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs s
vs. s
DRB, INC. t/a and d/b/a s
SUPERIOR HOMES and CRAIO :
E. DALLMEYER, t/a and d/b/a
ROLO COURT, s
Defendants s
s
vs. s
SET-RITE CONSTRUCTION, s
Additional Defendant s
OF
No. 99 - 6253 Civil Term
1. Plaintiffs in the original action are Randy L. Clark
and Terry D. Clark, adult individuals residing at 78 Rolo Court,
Mechanicsburg, Pennsylvania.
2. One of the Defendants is Craig E. Dallmeyer, an adult
individual trading and doing business as Rolo Court, with a 4
principal place of business at 4775 North Sherman Street
Extended, Box 1, R.D. N1, Mount Wolf, Pennsylvania.
3. One of the Defendants is DRB, Inc., a Pennsylvania
Corporation trading and doing business as Superior Homes, with
its principal place of business located at 2187 Lincoln Highway
East, Lancaster, Pennsylvania 17602.
4. Plaintiffs have initiated an action against Defendants
DRB, inc. and Dallmeyer, involving a manufactured home which
Plaintiffs purchased from Defendant DRB and which is located in
Rojo Court Mobile Home Park, which park is owned by Defendant
Dallmeyer. A true and correct copy of Plaintiffs' Complaint is
attached hereto, incorporated by reference herein and marked as
Exhibit "A"
5. Defendant DRB, inc., filed an Answer and New Matter to
Plaintiffs' Complaint. A true and correct copy of Defendant's
Answer and New Matter is attached hereto, incorporated by
reference herein and marked as Exhibit "B"
6. Additional Defendant Set-Rite Construction is believed
to be a business entity with a principal place of business
located at R.D. N1, Box 282, Newmanstown, Pennsylvania 17073.
7. At all time pertinent hereto, Additional Defendant was
in the business of installing manufactured housing.
8. In October, 1997, Defendant DRB, Inc., entered into an
oral agreement with Additional Defendant wherein Additional
Defendant agreed to set the manufactured home purchased by
Plaintiffs from Defendant on the mobile home park lot located at
78 Rojo Court, Mechanicsburg, Pennsylvania.
9. Pursuant to the oral agreement entered into between
Defendant DRS and Additional Defendant, Additional Defendant set
the manufactured home at 78 Rojo Court on October 31, 1997. A
true and correct copy of Additional Defendant's Invoice to
Defendant DRB evidencing the date on which the work was completed
is attached hereto, incorporated by reference herein and marked
as Exhibit "C".
10. In connection with the agreement reached between
Defendant and Additional Defendant, Additional Defendant was
entirely and solely responsible for all decisions concerning the
installation of the manufactured home.
11. Plaintiffs have made various allegations against
Defendant DRB arising out of the installation of the home.
12. To the extent that Plaintiffs' claims against Defendant
DRB, Inc., arise out of the installation of the manufactured
home, which claims have been and are specifically denied,
Defendant DRB believes and therefore avers that Additional
Defendant Set-Rite Construction is either solely liable to
Plaintiffs, or, alternatively, jointly liable with Defendant DRB,
or liable over to Defendant DRB for all claims relating to the
installation of the mobile home.
a r ?"
WHEREFORE, Defendant DRB, Inc., requests this Honorable
Court to determine that if Plaintiffs establish facts sufficient
to prove their case that Additional Defendant Set-Rite
Construction be found solely liable to Plaintiffs.
Alternatively, in the event that Defendant DRB is found to be
liable to Plaintiffs, Defendant DRB requests this Honorable Court
a
g
to find Additional Defendant Set-Rite construction to be jointly
`i
liable with Defendant, or, alternatively, liable over to
Defendant DRS, Inc.
KLUXEN NEWC MER
BY:- I
Me n wcomer', Esquire
Attorney r ,Defendant,
DRB, INC. t/a and'd/b/a
SUPERIOR HOMES
Attorney I.D. No. 27605
339 North Duke Street
P. 0. Box 539
Lancaster, PA 17608-0539
(717)`393-7885
$R
4
,
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
Vs.
DRB, INC. t/a and d/b/a
SUPERIOR HOMES and CRAIG
E. DALLMEYER, t/a and d/b/a
ROLO COURT,
Defendants
: IN THE COURT OF COMMON PLEAS OF
: CUMBERLAND COUNTY, PENNSYLVANIA
99 - (9353 0 ,,;JQTerm
CIVIL ACTION - LAW
N O T I C E
You have been sued in court. If you wish to defend against
the claims set forth in the following pages, you must take action
within twenty (20) days after this complaint and notice are
served, by entering a written appearance personally or by attorney
and filing in writing with the court your defenses or objections
to the claims set forth against you. You are warned that if you
fail to do so the case may proceed without you and a judgment may
be entered against you by the court without further notice for any
money claimed in the complaint or for any other claim or relief
requested by the plaintiff. You may lose money or property or
other rights important to you.
YOU SHOULD TAKE THIS PAPER TO YOUR LAWYER AT ONCE. IF YOU DO
NOT HAVE A LAWYER OR CANNOT AFFORD ONE, GO TO OR TELEPHONE THE
OFFICE SET FORTH BELOW TO FIND OUT WHERE YOU CAN GET LEGAL HELP.
CUMBEPS,AND COUNTY BAR ASSOCIATION
2 LIBERTY AVENUE
CARLISLE, PENNSYLVANIA 17013
(717) 249-3166 ,f
BY kAU4r('
Andrew C. Sheely, Es ire
PA. I.D. No. 62469 196
127 S. Market Street
P.O. Box 95
Mechanicsburg, PA 17055
717 697-7050
Attorney for Plaintiffs
TRUr COPY FROM REMR3
to Te,&,1wq wr:srnrrt, I t•.9ra trio Ort MY 113110
and Mt mil of said u^ at C3!A 3? Pa.
I dv7 - 7Gt. 1
? tJ 1?' USQAnn_ ,
Prothonotary
EXHIBIT "A"
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
V8.
DRB, INC. t/a and d/b/a
SUPERIOR HOMES and CRAIG
E. DALLMEYER, t/a and d/b/a
ROLO COURT,
Defendants
s IN THE COURT OF COMMON PLEAS OF
: CUMBERLAND COUNTY, PENNSYLVANIA
s 99 -
z
:
s CIVIL ACTION - LAW
s
s
z
. •i.4V
.
Plaintiffs, Randy L. Clark and Terry D. Clark, by and through
counsel of Andrew C. Sheely, Esquire, hereby file this Complaint
against the named Defendants and respectfully allege as follows:
1. Plaintiffs, Randy L. Clark and Terry D. Clark, are adult
individuals who reside at 78 Rolo Court, Mechanicsburg, Cumberland
County, Pennsylvania.
2. Defendant is DRB, INC., a Pennsylvania Corporation
trading and doing business as Superior Homes, with a principal
place of business at 2187 Lincoln Highway East, Lancaster County,
Pennsylvania 17241.
3. Defendant Craig E. Dallmeyer is an adult individual
trading and doing business as Rolo Court with a principal place of
business at 4775 N. Sherman Street Extended, Box 1, RD #1, Mt.
Wolfe, Pennsylvania, and operating the Rolo Court Mobile Home Park
in Mechanicsburg (Upper Allen Township), Cumberland County,
Pennsylvania.
4. Plaintiffs currently lease lot No. 78 in the mobile home
park operated by Defendant Craig E. Dallmeyer, trading and doing
business as Rolo Court.
5. on or about October 16, 1997, Plaintiffs and Defendant
DRB, Inc., trading and doing business as Superior Homes, signed a
written retail sales contract (hereinafter referred to as
"Purchase and Installation Agreement") for the purpose of selling
and installing a new manufactured home and appurtenances thereto
on Plaintiffs' leased lot in the Rolo Court Mobile Home Park in
Mechanicsburg, Cumberland County, Pennsylvania. A copy of the
Purchase and Installation Agreement is attached hereto as Exhibit
"A".
6. In exchange for Plaintiffs agreement to pay Defendant
DRS, Inc., trading and doing business as superior Homes, Forty-
Eight Thousand, Nine Hundred Fifty.dollars ($48,950.00), Defendant
DRS, Inc., trading and doing business as Superior Homes, agreed to
sell, install and set up a new 1998 Liberty manufactured home,
together with tie downs, front and rear steps, skirting along with
other equipment as specifically set forth in Exhibit "A".
7. In addition to installing and setting up the mobile home,
Defendant DRS, Inc., trading and doing business as Superior
Homes, agreed in the Purchase and Installation Agreement to
connect water and sewer and connect 200 amp service as
specifically set forth in Exhibit "A".
8. The manufactured home purchased by Plaintiffs and sold by
Defendant DRB, INC., trading and doing business as Superior Homes,
included a Liberty Homes Installation Manual which set forth
specifications for the installation of the manufactured home. A
2
copy of the installation manual is attached hereto as Exhibit "B"
9. Subsequent to installation of the manufactured home,
Plaintiffs began noticing shifting of the home which resulted in
bowing and movement of walls, buckling of connections and doors
which were impaired by shifting door frames.
10. on or about February 9, 1999, Plaintiffs discovered and
were advised by an agent of the Pennsylvania HUD Code Housing
Administrator that the mobile home installed by Defendant DRB,
Inc., trading and doing business as Superior Homes, was defective
and deficient in that:
A. The manufactured home was not protected from the
effects of frost; and
B. Concrete block piers supporting the manufactured home
were not properly constructed or installed with the approved
design; and
C. The manufactured home was not properly protected from
windstorms; and
D. Vinyl skirting enclosed the crawl space below the
manufactured home was not properly vented; and
E. A sewage drain line was not properly supported; and
F. Materials were deficient for proper floor
installation; and
G. Electrical cross-over connection devices were not
protected from damage and moisture; and
H. The chassis of the manufactured home was not properly
bonded together; and
I. No flash rings were installed between porch light
canopies and vinyl siding; and
J. The exterior grading of the lot was improperly
constructed so as to allow moisture to develop under the
home.
3
11. Upon further investigation and review of the Liberty
Homes Installation Manual, Plaintiffs discovered the following
defects and deficient conditions:
A. The manufactured home was not installed in accordance
with proper footer placement in violation of Section 4.2.2 of
the Liberty Homes Installation Manual so as to protect the
manufactured home from the effects of frost; and
B. The manufactured home was not installed in accordance
with proper pier placement in accordance with Chapter 4 -
Foundations as specifically provided for in the Liberty Homes
Installation Manual so as to protect against wind damage; and
C. The manufactured home was not installed in
accordance with proper tie-down and anchoring placement in
accordance with Chapter 5 - entitled Set-Up Procedures as
specifically provided for in the Liberty Homes Installation
Manual so as to protect against wind damage; and
D. The manufactured home was not installed in
accordance with proper skirting requirements in accordance
with Section 5.6.4 of Chapter 5 - entitled Set-Up Procedures
as specifically provided for in the Liberty Homes
Installation Manual; and
E. The manufactured home was not installed in accordance
with proper drainage system requirements in accordance with
Section 8.3.1 - 8.3.2 of Chapter 8 - entitled Utility System
Connection and Testing as specifically provided for in the
Liberty Homes Installation Manual; and
F. The manufactured home was not installed in
accordance with proper installation requirements so as to
prevent moisture, air and weather elements from the interior
of the manufactured home as specifically provided for in the
Liberty Homes Installation Manual; and
G. The manufactured home was not installed in
accordance with proper electrical cross-over connection
systems and requirements in accordance with Section 8.3.1 -
8.6 - 8.6.5 of Chapter 8 - entitled utility System Connection
and Testing as specifically provided for in the Liberty Homes
Installation Manual; and
H. The manufactured home was not installed with chassis
bonding materials in accordance with Section 5.3 - 5.5 of
Chapter 5 - entitled Set-Up Procedures as specifically
provided for in the Liberty Homes Installation Manual; and
I. The manufactured home was not installed with proper
electrical flash rings between light canopies and vinyl
siding in a quality and workmanlike manner and in accordance
with requirements as specifically provided for in the Liberty
Homes installation manual;
J. The manufactured home was not installed with proper
grading and site preparation requirements in a quality and
workmanlike manner and in accordance with Chapter 3 of the
Liberty Homes Installation Manual.
12. on or about February 12, 1999, Plaintiffs were contacted
by officials of the Township of Upper Allen who advised Plaintiffs
that the manufactured home installed by Defendant DRB, Inc.,
trading and doing business as superior Homes, did not comply with
the 1993 Building Code of the Township of Upper Allen.
13. Plaintiffs were advised by an agent of the Township of
Upper Allen that the mobile home installed by Defendant DRB, Inc.,
trading and doing business as Superior Homes, was defective and
deficient in that:
A. Footings were not installed in accordance with
the Liberty Homes Installation Manual; and
B. Footings were not protected from frost action;
and
c. Support piers for the manufactured home were not
installed in accordance with the Liberty Homes Installation
Manual; and
D. Tie downs and anchoring devices were not
installed in accordance with the Liberty Homes Installation
Manual; and
E. ventilation was not provided to cross-ventilate
the space under the home; and
F. Plastic piping under the home was not installed
properly; and
5
G. Electrical connections and bonding were not
inspected or approved.by a third party electrical inspection
agency; and
H. Stairs to and from the manufactured home did not
provide sufficient handrails; and
I. Stairs to and from the manufactured home were
not stable; and
J. Exterior grading on the lot was improper.
14. Subsequent to installation of the mobile home, the
mobile home shifted causing doors to stick and damages to the
interior walls caused by improper installation by the Defendant
DRB, Inc., trading and doing business as superior Homes.
15. Plaintiffs have been unable to obtain an occupancy permit
from the Township of Upper Allen which has initiated proceedings
to cite Plaintiffs for violations of the Township building code.
16. Plaintiffs have repeatedly requested that both Defendants
correct the defects and deficiencies discussed above and no
efforts have been made by Defendants to correct said defects and
deficiencies.
COUNT 1
BREACH OF 'CONTRACT
CLARK v. DRB, INC., TRADING AS AND DOING BUSINESS AS
SUPERIOR HOMES
17. Paragraphs 1 - 16 are hereby incorporated by reference
as if fully restated herein.
18. As a result of the aforesaid errors, omissions and defic-
iencies, Defendant DRB, Inc.,trading and doing business as
6
Superior Homes, breached the Purchase and Installation Agreement.
19. Plaintiffs substantially fulfilled all of their
obligations pursuant to the provisions of the Purchase and
Installation Agreement attached as Exhibit "A".
20. As a result of Defendant DRB, Inc., trading and doing
business as superior Homes's, breach of the Purchase and
Installation Agreement, Plaintiffs are required to spend the
following amounts in order to substantially complete the
installation of the new manufactured home in a quality and
workmanlike manner, and Defendant DRB, Inc., trading and doing
business as Superior Homes, is liable to Plaintiffs for the follow-
ing amounts:
a. 'An amount of 57.000.00 for failing to
substantially complete and install footers to the
manufactured home in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building Code.
b. An amount
substantially compli
to the manufactured
manner according to
specifications, and
Code.
of 5 500.00 for failing to
ate and install tie downs and anchors
home in a quality and workmanlike
installation plans and
the upper Allen Township Building
c. An amount of S 150.00 for failing to
substantially complete and install vinyl skirting in a
quality and workmanlike manner according to installation
plans and specifications, and the Upper Allen Township
Building Code.
d. An amount of $-19-0 0.0 for failing to
substantially construct and complete drain lines and
sewer connections in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building code.
7
e. An amount of S 125.00 for failing to sub-
stantially construct and complete floor materials to the
manufactured home in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building Code.
f. An amount of ,-150.00 for failing to
substantially complete and construct electrical system
and electrical cross-over connections to the
manufactured home in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building Code.
g. An amount of S 100.00 for failing to
substantially complete or install bonding materials for
the chasis to the manufactured home in a quality and
workmanlike manner according to installation plans and
specifications, and the Upper Allen Township Building
Code.
h. An amount of S 75.00 for failing to sub-
stantially construct and complete flash rings to the
manufactured home in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building Code.
i. An amount of $ 2,500.00 for failing to
substantially complete and construct grading at the lot
so as to prevent the accumulation of water from damaging
the manufactured home.
j. An amount of S 150.00 for failing to substan-
tially complete and construct proper ventilation below
the manufactured home in a quality and workmanlike
manner according to installation plans and
specifications, and the Upper Allen Township Building
Code.
k. An amount
substantially compl,
to the manufactured
manner according to
specifications, and
Code.
of S 350.00 for failing to
ate and finish exterior stairways
home in a quality and workmanlike
installation plans and
the Upper Allen Township Building
1. An amount of $ 150.00 to repair and correct doors
and cracked walls in the manufactured home.
8
WHEREFORE, Plaintiffs, Randy L. Clark and Terry D. Clark,
demand judgment against Defendant DRB, INC. t/a d/b/a superior
Homes, in the amount of S 11.350.00, an amount within the
arbitration under the local rules of Court.
COUNT 2
NEGLIGENCE
CLARK V. DRB, INC., TRADING AS AND DOING BUSINESS AS
SUPERIOR HOMES
21. Paragraphs 1 - 20 are hereby incorporated by reference
as if fully set forth herein.
22. Defendant DRB, INC., t/a and d/b/a Superior Homes,
negligently installed and erected the manufactured home without
adherence to a specific instruction and installation manual.
23. Defendant DRB, INC. negligently installed and erected the
manufactured home without adherence to the upper Allen Township
Building Code.
24. Defendant DRB, INC. negligently installed and erected the
manufactured home in derogation of common installation and
accepted procedures.
25. As a result of Defendant DRB, INC.'s negligence,
Plaintiffs have suffered losses in excess of $11,350.00.
WHEREFORE, Plaintiffs, Randy L. Clark and Terry D. Clark,
demand judgment against Defendant DRB, INC., t/a and d/b/a
Superior Homes, in the amount of $11.350.00, an amount within
the arbitration under the local rules of Court.
9
COUNT 3
BREA; OF WARRANTY OF HABITABILITY AND MERCHANTABILITY
C ARit DRB INC TRADING AS AND DOING BUSINESS AS
SUPERIOR _HONES
26. Paragraphs 1 - 25 are hereby incorporated by reference.
27. The sale and installation of a new manufactured home is
subject to all express and implied warranties of habitability and
merchantability.
28. As a result of the aforesaid defects in the construction
and completion of the new manufactured mobile home, Defendant,
DRB, INC., t/a and d/b/a superior Homes breached the express and
implied warranties of habitability and merchantability with Plain-
tiffs.
29. As a result of the aforesaid defects and deficiencies in
the installation and erection of the manufactured home, Plaintiffs
have been unable to sell the manufactured home.
30. As a result of the aforesaid non-issuance of an occupancy
permit, Plaintiffs have sustained complete losses and are unable
to sell the manufactured home in its present condition.
31. Plaintiffs have paid $960.00 per month to Defendant DRB,
Inc., trading and doing business as Superior Homes, in accordance
with the agreement addressed above.
WHEREFORE, Plaintiffs, Randy L. Clark and Terry D. Clark,
demand judgment against Defendant DRB, INC., t/a and d/b/a
Superior Homes, in the amount of S48.900.00, together with
10
interest and previously paid installment payments, plus costs, an
amount which exceeds the arbitration under the local rules of
Court.
COUNT 4
UNLAWFUL ACTS AND TRADE PRACTICES
9LARK V DRB INC TRADING AS AND DOING BUSINESS AS
SUPERIOR HOMES
32. Paragraphs 1 - 31 are hereby incorporated by reference.
33. The offering of services primarily for personal, family
and household purposes is governed by the Unfair Trade Practices
and Consumer Protection Law, 73 P.S. Section 201-1 et sea.
34. Defendants engaged in unfair and deceptive trade
practices in the following manners:
J. Representing that the new manufactured home
could be substantially installed and completed according
to installation procedures and manuals, and agreements
according to the agreed upon contract price of
$48,950.00, without substantially completing and
constructing a dwelling according to those agreements,
plans, and specifications; and
ii. failing to substantially complete and install
footers to the manufactured home in a quality and
workmanlike manner according to installation plans and
specifications, and the Upper Allen Township Building
Code; and
iii. failing to substantially complete and
install tie downs and anchors to the manufactured home
in a quality and workmanlike manner according to
installation plans and specifications, and the Upper
Allen Township Building Code; and
iv. failing to substantially complete and install
vinyl skirting in a quality and workmanlike manner
according to installation plans and specifications, and
the Upper Allen Township Building Code; and
v. failing to substantially construct and complete
11
drain lines and sewer connections in a quality and
workmanlike manner according to installation plans and
specifications, and the Upper Allen Township Building
Code; and
vi. failing to substantially construct and
complete floor materials to the manufactured home in a
quality and workmanlike manner according to installation
plans and specifications, and the Upper Allen Township
Building Code; and
vii. failing to substantially complete and
construct electrical system and electrical cross-over
connections to the manufactured home in a quality and
workmanlike manner according to installation plans and
specifications, and the Upper Allen Township Building
Code; and
viii. failing to substantially complete or install
bonding materials for the chasis to the manufactured
home in a quality and workmanlike manner according to
installation plans and specifications, and the Upper
Allen Township Building Code; and
ix. failing to substantially construct and
complete flash rings to the manufactured home in a
quality and workmanlike manner according to installation
plans and specifications, and the Upper Allen Township
Building Code; and
x. failing to substantially complete and construct
grading at the lot so as to prevent the accumulation of
water from damaging the manufactured home; and
xi. failing to substantially complete and
construct proper ventilation below the manufactured home
in a quality and workmanlike manner according to
installation plans and specifications, and the Upper
Allen Township Building Code; and
xii. failing to substantially complete and finish
exterior stairways to the manufactured home in a quality
and workmanlike manner according to installation plans
and specifications, and the Upper Allen Township
Building Code so as to allow Plaintiffs to obtain an
occupancy permit.
35. As a result of the aforesaid statements of fact and
actions, Defendant DRB, Inc., t/a and d/b/a superior Homes
12
violated the Unfair Trade Practices and Consumer Protection Law,
73 P.S. Section 201-1 et seg.
WHEREFORE, Plaintiffs Randy L. Clark and Terry D. Clark,
demand judgment against Defendant DRB, Inc., t/a and d/b/a
Superior Homes, in the amount of $48.900.00, plus reasonable
attorney fees and court costs, and an amount determined by this
Honorable Court which in its discretion may award a judgment three
times the amount of the award which fairly represents the losses
sustained by Plaintiffs and any additional relief as deemed ne-
cessary and proper pursuant to 73 P.S. Section 201-9.2 et seg., an
amount which exceeds the levels of compulsory arbitration.
COUNT 5
BREACH OF IMPLIED WARRANTY OF HABITABILITY
PLAINTIFFS V. CRAIG E. DALLHEYER TRADING AND DOING
BUSINESS AS ROLO COURT
36. Paragraphs 1 through and including 35 are incorporated
herein as if set forth at length.
37. Defendant Craig E. Dallmeyer, trading and doing business
as R010 Court, leases lot space to Plaintiffs at a rate of $235.00
per month in the mobile home park in which Plaintiffs reside.
38. At all times before and after the execution of the lease
with Defendant Craig E. Dallmeyer, trading and doing business as
Rolo Court, Plaintiffs were advised that the lot upon which their
home was located was suitable for the installation of a mobile
home.
13
39. Defendant Craig E. Dallmeyer, trading and doing business
as Rolo Court, and his agents have been repeatedly provided with
notice from Plaintiffs and the Township of Upper Allen of the
defective conditions set forth above.
40. The Township of Upper Allen has advised Plaintiffs that
it will not issue a certificate of occupancy until the
deficiencies indicated in paragraph 9 above are corrected.
41. The defective and deficient conditions as outlined above
constitute material defects of a nature and kind which prevents
the use of lot 78 in the mobile home park for the use in which it
was intended.
42. Plaintiffs are entitled to an abatement of rent do to the
aforesaid defects and deficiencies.
43. Plaintiffs are entitled to termination of the obligation
to pay lot rent until the correction of the aforesaid defects and
deficiencies.
44. Plaintiffs are unable to relocate the manufactured home
absent of incurring substantial costs and fees in excess of
$1,500.00 to move the manufactured home.
45. Plaintiffs have continued to pay lot rent in excess of
$235.00 notwithstanding the refusal of the township to issue an
occupancy permit.
46. Defendant Dallmeyer is responsible for the grading and
condition of the lot upon which Plaintiffs mobile home is located.
47. Defendant Dallmeyer has refused to correct defective
grading on the lot as addressed above.
14
48. Defendant Dallmeyer has been unjustly enriched as a
result of the failure of the lot to meet the reasonable
requirements for rental purposes as a mobile home lot.
49. At all times Plaintiffs were advised by Defendant
Dallmeyer, his agents or representatives that the lot was suitable
for use as a mobile home lot.
WHEREFORE, Plaintiffs Randy L. Clark and Terry D. Clark,
demand judgment against Defendant Dallmeyer, t/a and d/b/a Rolo
Court, in an amount in excess of $6,600.00, together with
suspension and abatement of the current lot rent, or in the
alternative, an appropriate reduction in rent as determined by the
court, together with court costs and any additional relief as
deemed necessary and proper, an amount requiring compulsory
arbitration.
Respectfully submitted,
Dates October 12, 1999 T fi1FJ"i ?'ur
Andrew C. Sheely
I.D. No. 62469
127 S. Market S r et
P.O. Box 95
Mechanicsburg, PA 17055
717-697-7050
Attorney for Plaintiffs
15
VERIFICATION
I verify that the statements made in this Complaint are true and
correct to the best of my knowledge and belief. I understand that
unsworn statements herein are made subject to the penalties of 18 Pa.
C.S.A. Section 4904, relating to unsworn falsification to authorities.
DATE: Octoberiz, 1999 lvoj?. A d"'^ k,
Te ry Clark
i
SUPEHIUR. HOMES
2187 Lincoln Hwy. Dnsl
LANCASTEnJIENNSYLVANIA 17602
(717) 394.0360 - FAX. (717) 397.6684
• .' I i
E:••n.c•"^: lE?'NEW ? USED
EQUIPMENT, LABOR AND ACCESSORIES
I
PRICE OF UNIT
- OPIIfINAf fUUfI811N1 _
1141 Is i4
? __ _ _ ___ NPN MYAOIt lil415 __
?114??_ ? _ ._ ___ V,lfllI lP5 f[15 ANIIIN.SI/lf•INCf,-_
1.cnsitvmce._
IIIIN IN JIIIIM ihll _---'?--?---
Nl1411 08'ANCI _ f
1'1'II IVVIN fAi 1,IR1 _ asw _ -
.?t4rn5?
r11
IISS f01Af TIIII111S
`till
5411.5 W(01 Nor IcdunrJ Ah/n e)
3 IlnpAld Balance of CRSf I Snle PI
mNAn.s: --
OVA
3(,0 M(AAAS
1/6 0, Uu two NOTL AEI ES AND TIDES ARE NOT INCLUDED IN SELLING enICE.
BALANCE CARRIED TO OPTIONAL EQUIPMENT S IIIE1' ARE n1funnfo rnn nraCLI"n.
;a1rr10N,N lame IN Irv
GTA1N1 This alpeemenl contains the entire understanding between you and me and
no other representation or Inducement, verbal or written, has been made
which is not coninined In this contract.
1. OR WE, ACHNOWL EDGE RECEIPT OF A COPY OF TIIIS ORDER AND THAT
TRADE-IN OED[ 10 CIE PAIL) BY I.I OFALER I. I III n I-11 I. (Off H, HAVE MAD ANb uni15En5YAN6 ?€BA?R3F7Ti1? a?iE?AiENT.-
0'^'? _-_- _... _.. .._ _. •.rr um.Pr '?h ilil l)1 ???? /?+' Ili n,fn
:r11 I v' L QN? j d. { A?A 1' RInfR
I I ADDITIONAL TERMS AND CONDITIONS ?'?\ ?? •'?
In this conwmcl the Word I. 1114. and lily lalul 111 Ihu II17yu1 .,fill CU 1111yel n1 jimI, dlr. cunh.,. 1 1114 vital Is Y. NI and V Iit wlm l1. Uw x411111,!.
I lullhuf agleU (caduauNl little 0111411 1110 0f CUnllucq '
11' IF f)OT A CASH 1HANSAC 11UN. It I dU ma cumPlotu Ibu puh.haw its 41 c.Cll Haub.. 111.16, 1 %,111 hLldle nlu wuu al Iballvafy ill the Unit ptdcbidud, eMur
d f411u11 mstalleNlnl abdmCl d1W,eign n slNAUlty JUMUn10111 ill •Idwf Igpdua'-1lw •e. Nwy 1.0 lugmlull w h11:vlyd lily iN111.11.1tu. . •.\,
2. TITLE. Tdly in 11w saw Immimsull W.ll lull.. 1011 its YINI Ill lilt 11.0 J1jwu11111x11.1 it, Ilal .t 1,111.1 w p•dd is 116111ill ca'h 111 I I W VJ JIJGIIUII d 11111611 {I41d1I111U111 fAll•
It of d sicu11ly 4iuona: -1 Well p.m and II h.n. IIt u4.N ..?ld l l I ; 0111.11. 11 10.x0. .IN V IIF 111.1... till,, fu IWO IO Ut pn9:.nu W lilt, I% -it Iho date 111 u{tiwf till Caul '{hay
Id 1.t un the 4lgllblg 01 I..INI Lmdd mhtl aww IAV 11111. Algh Ilia .111,1"1 pl rl:d.. it J. UV.aY I .. •V u. , 1111 101,00 Irl.nl J 44141 dMe. . .
3 THAOF.•INS It I Jul hddhng a,., 11q.xl r.10 u'.OUJ,,, 11.1. is 1.' 11.1 Ilwl. 4 III ,It" I r. 6F L 1 .AI .p,., YJa dw 4aynwl till III bald, ill Ilw title 11. IUe 11ada•111. I
U11W Ilbd illy lddlrNl Whx II 1 ipw la Uv0.Or41 b; 111U.111.1 0. 11. 1...I . n r; bs4 m .41. 1 . Lm111 III.e. n Ih•:.III x d m.lu ill Ili p; moilawl. I prondue that all tatiol
efllly 1'Nl levied dg'br.1 this lf.ldu-m INrru t., ,.a l,dly 1.1111 11 •1.r a.n"unu,ul 1.7..1.,.y nl.J.. 1..., .... Ln11. s W. Ix.u al lk.u1,INI ,11,11 iLl the 11adu.w,'yupmay,
r.40 (411NN). 01111sa p0y it .611.1111111 is h1Axn'+1 lull n111..nLUF 1 y.1. Iu.,Y s bl II.J ....I l . IW m . 1 .u It II hodla+lll U11g11Nllly IIN Itill`d.
4, HI'GI:i71tA1 it it 111111 lt;lIPA- 111 1It'll a ill 11111.1 ,?I .. 11.10.. 1,.010111 .:. I- I,p I. WA 11•1r. Lna'1.11.1410:141U 4I Ilk) also Wt10w ihli Ulihil is Wntlull,
11 NIbl4Nb:ddty huwl 11411dUa Ill 11411.I11.:.l w. 1.,.'1'.1 d 11111. .I,.;1, It'd.. 1.L , axl I.,,It µ. 1.I;411.iJn0,..., .IIIJIu!li'll.IINNI IN IlwPN'd ldOy laijullad. If
IIMINVI, IINI ludlshnlN.11,N IN U,Ib11xi 1.f 1111. h.n b.'I a41I4 wd.u:. ;.•11 La Ilx 1•I•'u .w.h .n. ltd .: '11I...Y,.NIto 1.61 dolUnM la lhih IIN 111,C11U$Ili I `i ti0tal
glully tl Nilailwl.
O IWAI'1111AIta\I I Al 11111111. 111 111 -1111 111A.m1l .1 1.1.0.111 L. $-1 .L.Ir. a..., 1., ,..10 ,1 IINI Iulx..11 IINI bUtyllal alryuuttAl brut It Mies. till Its dulwfy. II
pdalubly.NldblldNl,1'h,'.l1lNnallaJhil.J.1..0by''.W..drIll w. bN,lJJ1Fi.1a.I'•.:'..an.....Nb,lb.'11111...111,61:.4i1'UINNILa',Yml may 11140 it 16ldppralspl,71111
4r apyulFal sallow 1100 Il.nl 0,hil,ll N, IIN• .III•Ilr.,x 4 l1. tit' it, rl I i it... I.ad I NI , •
It- 1'11111.1IA51° 111 1 III it, whr I• I....... 11. 1.• ILL. pun 6.' 111„ bun 11.111" :'pw 111011(ry Ilia dumed utAN1 iunlla U llliy c011•
117 FAII.IIIiL' Tlj Ch1.1P1 I
Ici of its specified lit IIN, II,NWI'11, _Ulll,llru:ha 1 1.11, 111 lip! :.l 0 nl "It's pol ill. 11,41 .a '• nLa, .111 nryiY.r.1 nlxN. •.•LAIJon 111 lilt v. lnt'any fan Yen (ohm Ihdn rail.
lltlunnhUC.1Ule at an nut' wlit I0b.w.11.11111.11 I•.,ql n...t p•au •,I ,1.q III 1,.1. ix.,a •..iw it ,.ill1.'1.61.I A.16 III...jhmm u.IMI1tINtl hems tuimisel fd11iaW
(IIt11d1o my pufchNSe 111166, ,pW:u ya'1 .' Ila. 1. at ,1111 1,1.1, 1, It,,, 11...1, u, .d pill Al' L.A. II' ...114 alnl?111 x•. 11101.0 Ill' IINNWy IBGIIVad ail 11110111111 04tptl In
0 eXpel110s and IOludb Islas 11.1.11 IIb:Il11dl lnn:dlL..: 11.,1..11... 1' 1111. 1,.,. h., ..'. 11,.. I ' I .II I ,,"I :1.. 11I...,. wi lips 1x1111+ 1.t It sel it Ulhal plabell0l willaLi,
Niel ma UndOnn CINnitwi lal c,Ntu Ij Ij'L rlNl .• / Ill, W •d IIx• 1 ,A.m1 ' J,... l1. 1 .... , pplb' 11.4:1 111 It.. . Tall IINI.d J .Imil it, IIrINUjlll by Use dualur for Ilia
11U(1;e11100 el the Wawa •4 Ow. pjI4.wawId .11 Ili, IN, pun h''..' .III ••...... Id :IN.II I.., 1. h w .I I...... ..W.m"...1..1.J.. IN.tual11..Illy IIwama, tit a ilimco Said agrad•
bill. pUnJWtWI NWeut 111 p,y llwa,1.•dAu , dI...... l.ur..,1x11 and .....1'.. 1111 unLd b1161 d J..
7 f.IIANl.ES U'f LIANlllve,llll ll II I un.ll I LuFI ll. d n. 10111 ..11.1,1 nn..1 ux.y 10...1.. •. , ... .I .Ip nI u. 1.I .1..1 till 1611 d.•:dgn:., 111 wry u1:cA:i'N Ulds OUd (NUW
Nil 1111161 In INnu, and:d Oily 1111148 11111, u..1111.Ln 1.141 d,FS, .1I„1,-, kal.)1.y n, Hit'!, ..,1 1. . a ..,.J I. L., I.N. .1111, 111111 mill. lilts L M.: 0I.OlujUb 41 Ilia 1011
o i l N 1ILIM711N,j solid kimat.I Iry lhla nulul. 4m.cl hr b.10 -11 .11111 11 .. 1I.AIV,w 110 Up:
l tt
d. IIELAY $: I'W1111Ad INAd IsNN11,1 b: L, d• 1 .; . • 41.,• 11 Ib. 111.14. J.L 1111.1 .11'1'6 LAJ' L:. 1... ••1 u•;' •dle'1 I;,U 1..11 i ;"1111 Yalll fnnhi ' • f
d IfItipLf:ih dl Ib.".'.1.•.NIn11Ullln yl.•(.,.1 •.na Ir, Id ..1.p I1.I.n LIr l•1.h•IJd I 11.. nII 'l l'j .1111 IY.111111iIL1t.111 S,.•I III.I N:f.I14111f1 ll 14,11•
A0111,111 Ili UI IK6ai.iIAN1. .pId111y I)l, 11x1 :1,'•.1.11 I. nl .4.1...• . 1 •. ,Jib 1.•11 .1.y IN q..., le a •.I .L, 111 i+.•I Ox•L.i• .1 III., 111'0 IIIII04 0141 IMllluhlp nMV11f Ihe lia 11( sou
i.111h ia,U.l.lI 11. y141 II/ Ili, t..U.111.1, 1uu.1 11, w:Il,Fw ill- dl.. . 1. 1• I.M. 1. . '6.' 1,,.1 d. I A ...1..I Ile . r FL ••I 161 ..1•p•u',I'el.l is I
10 MANUFA(:IUld+11S'WAHHAlIT1L11.I1111111i11SIAf11101-.I;iUlIt !111AII!.IU01II11 L1N11wIt, 01101'SIll 15411li,Afll)ULAI.EfISTOENDWISE.
. WHITI I'll WARRIAtllY CflVt.ldfl(i 1ILM LI(Mll l'IIn111111•':I11,tl111111I.W..''1•Itv'11 I't'IVr•I Lo In IIU IYpli Nl'YJAId1A11l Y COVEI11I147HIS NEW
I061I.EIMAIIUFAC171II1 U 116MC. bEFAA.,IL II;AilliAlm: Idei ill titI 40Y1'il lilt nl•p111,111 1 •. 7 It It %V1111 lilt IILW M0114 EtIMMI11FACTUHEU
IUME. MERE IS HO I•XPlikiWi WAIIIlyd11Y Illl lirl.l. , 11.4111 I^66dilil M. 1011111 Ihmu.:. W1114I 11.11.1 It h WA1111/IIIHES I/fl IIEW ANUlON USED
AOUILE/MANUFACTUM U IIUMUS Iditi UL In 11101111.11 U.' :.1,1111011Y I hN '.11111 11'!111 tit it pi,t,Yt01: Ally WUirmt, nt.GAHUING IMPIAEII WAII-
tANTIES
II 111' 1111th'..%till III AI:I 1.11 III II ': .. it.r 1't. it. 1.. 11... . J at. ....a f.a. 61 Imlb. I. 1.I i•r: .141 ?tnni1..r11•d,.hal,Pr 1'O 1 1,I.w1y+1.1 my duu'
In.dIJ11 Ynld Nul4411N.dI•• II•av.1x N l l Is. 11.1 .41 11116.,•• 1'I npI.I',I,•,'pl,, ,11111n .I', 14..1•I.0•.Io.1.1,.IIN Lill1,.4:11l.1.V,It I11Ai IMJ)t."111110.Abit WU, it lI
n II .14x1 a11.u4:.II N.' 11..16 w1 1 1" _?
l 1111,.011 IiftikA lolly Ix' I'' 1 .1. 1 ,...it rnpui0n' ill ill 41,I4f l1. 11, 1141.1 ArNI p4'co this will
711'1 tl hlUiIma4mir11 UI blr 10.11.11141 11.1x11111. i. i. ,11'11.x..11 11. Un.1 I'II I In U . I ..It I It... /. r. 41.1 I In' 1 ,• t I .1,n{. 1 .LdFt sip J Vial da will lf1, d.lI1lUU 1111111x'1 pf.iCe11611
y.l•. I.•Y, 1 III. annYa.r11 rallu 1ft sty 111111 scl•
7111111auP,I au Iola 11 L. Lou h'llu 1.,i,xd 1A^:,1.a Ili •1. 11,. ,I .11 1 110, if II. d I Alt. •. 1 1 IIll II .i. , ...11. '1' 16.1 1..
d111e1Ydrt. Iltli4111'.41,x1... kkv d.p 1., b1.. 6.,.h. I 1 1O .1 .... 1. 1 ..1.U. 111, .1 '.. ..... ... I..1. ' 101.. 11•. I; • Anxl sib t:..l 'IINF. nN1.Nw.ail,.•1
V 111111.1111111111.:•.11 uiLUlNlk 1.IN
alp$I.la41d.116g la•d111NIq lIN 1'.1 . It I I' .', .1 I .... •Ib. Ip.... 1u1u4
ill, I'l.11%.11 11ulII,N,..• L1,'... IIl1e1,110'111 ' 1..dl.n, 6 i . u . .1. q.,al'x.wd .
N4 d u1. Ilxl 1111x:1 lr..1 14,'..1 1 ,Al.n .. 1• ,•• •
ILI COIINLCII. III:, I'I 1 IIAI I'I At lit 111111.6 •I..., ,.,.•I.1.., ..1. ,v 1„ 11••....1-11 .'. ? .•L••1'I•Ln'4:,IInauna.Los. . 11,....111111LI4411,] 1,41.011
nattllal gds in pW{MI11. .,111dLJN.1.. Wwx" !A.J. • 1 L.. A • rl. n .Iwo 11. 1aI d sA.n A 1 .••11?1111I11N'1•ALLII1 1 11 1 1.•11 V. III 11116 Nd WN1a 111111116
kit 11hIJ11111NJ 116.41111 ill %,,$1111ib1111MlliaN, Iwl 'n .111.1 Lx•dl . 4.111 ". •.1 111 1'.'Urll. u.g11u..11....,1 ..1 1•
It's I11.011ig LIN111tp1N 1s11hwJa10.11dw h11'•d Ix I.NLJ, 1. INAI.nnrq' p44d 61 hiNll.ll 1,61.11.1 nn111.,11 ..'•u'.•'1•lnt p.IY Ila. L'a:.H id ally I.MilNwa 11l:utb)d 111
c4111p11dIN•n with lx:Ul ..ally ill t611a LOW:. u' n001.y „'. p..1....• 14 . ... I L .., .1. sa.,ws 11x111. 1..y .0b1 I .0p• a bl ININI yxw
. 13 INSUHANCI: 1116x1.0 x1111111111.111 am 41 A Lit .I, .1 I.7 111 +6.01.. INI It... 1411 1..., O ..Ina. • 1+
hJ111JJb4 111x11 JINy JIFI Id11 LOUL, 11,11 IU 4.x,. w, d'ugiu 111.11 L. .a.....pb1lx 1 u1u I ^.... Im.d 1.n. unepan
14 NCIIILE 111- Y:1111111 IIIIIIAIb dl'. 111 .,4, 1.11116 N6 ..... II a It I NAII mi I ..1't' I" 0L111.a1 'd ll. 11.0.• 1•I Il .11.11.01 1. If•a. 1 101,41 Irl 1111110 bwel.11
bl"I'm al plowlfwN (J I.1111n,11, i1. 11x.•1 1111.1 1pI.ly Id Ilia',. Is 111 .41 111..1111111 nil, 1 L..I.. .... , h... 111 61 In..b1•. n., ,..,J III 1, 1.11.1 did r'.1.4 ItIIII Isilb aw IJIJayI
rugnnod I unllafxlJ11d 111.4 :I(OIN: W.d1:L w it.. pW\ux I 1,1 . .I.' .11 .1 ,.r; 'ltd yL...I I" ,.. d s. . 1 f . 1, a1. .. , ... nx .1..11.
.•.111 Ih1 1411 puu.hd•,rd. A a 11
Y.111 •.16.1 Y.111f J+1x01......11 111.1 AL.,IU11 I.... I .. I d A I, ,, ..1• • .', .II 11 .d
m" I .L ? .. .
eu.,a.I.. the illllll Ji4N.. •'1.x.11 dl, Ixd., 0 In q 1 .Jl 1 l•, 1 ... 1
EXHIBIT 'B"
LIBERTY
HOMES
INSTALLATION
MANUAL
A copy ol'this manual must remain N? ith the home for
rci?ronee by the home owner.
L?I?I3??T1'
REIIISED 6/17/97
(#90.10.0000.1)
Table of contents
Chapter 1- Introduction
1.1 How To Use This Manual ...............................1
1.2 Pre-Installation Considerations ....................... 1
1.3 Safety ............................................................. 1
1.4 Consumer Information Card ...........................1
1.5 Alterations ...................................................... 1
Chapter 2 - Definitions ..................................... 2
Chapter 3 - Site Preparation .......................... 3
3.1 Location And Layout, Use Of Zone
Maps ............................................................... 3
3.1.1 Access For Transporter ................................. 3
3.1.2 Encroachments And Setback Distances
... ....................
3
3.1.3 Issuance Of Permits ...................................... 3
3.2 Soil Conditions ............................................... 4
3.2.1. Requirements ............................................ .:.. 4
3.2.2. Bearing Capacity ........................................... 4
3.2.3. Soil Bearing Testing Methods And
Equipment ..................................................... 4
3.3 Removal Of Organic Material ........................ 4
4.2.2. Footer Placement ............................................. 6
4.2.3. Proper Sizing Of Footings ................................ 6
4.2.4. Other Fooling Design Consideration ................ 6
4.3 Permanent Foundations ................................... 6
431. Flood-Prone Areas ........................................... 6
4.3.2. Severe Wind Areas .......................................... 6
4.3.3. Special Snow Load Conditions ..........................6
4.4 Important Reference Documents ..................... 6
Required Footing And Pier Blocking ................. 8.
Required Footing And Pier Blocking
(With Perimeter Blocking) .................................10
Chapter 5 - Set Up Procedures
5.1 Moving Home To Location ...............................13
5.2 Leveling And Blocking (Singlewides) ................13
5.3 Leveling And Blocking (Multisections) ..............14
5.4 Crossover Connections For Multi-Section ........15
5.4.1. Utility Crossovers ............................................15
5.4.2. Ductwork Crossovers .......................................15
5.5 Tiedown Requirement for Single And Multi-
Section Homes .................................................20
5.5.1. Anchoring Instructions .....................................20
5.5.2. Severe Climatic Conditions ..............................20
3.4 Drainage ........................................................ 4
3.4.1. Purpose ......................................................... 4
3.4.2. Elimination Of Depressions ........................... 4
3.4.3. Drainage Structures ...................................... 4
3.5 Ground Moisture Control .............................. 4
3.5.1. Importance .................................................... 4
3.5.2 Acceptable Type Of Ground Cover ............... 4
3.5.3. Proper Installation ......................................... 4
Chapter 4 - Foundations
4.1 Piers .............................................................. 5
4.1.1. Importance .................................................... 5
4.1.2. Acceptable Types ......................................... 5
4.1.3. Design Requirements ................................... 5
4:1.4. Design Procedures ....................................... 5
4.1.5. Location And Spacing ................................... 5
4.2 Footings ........................................................ 6
4.2.1. Acceptable Types Of Footings ....................... 6
5.6 Installation Of On-Site Attached Structures .....20
5.6.1. Attached Garages ............................................20
5.6.2. Porches ............................................................20
5.6.3. Steps, Stairways And Landings .......................20
5.6.4. Skirting .............................................................20
5.7 Protection Of Window And Doors ....................26
Chapter 6 - Installation Of Optional Features
6.1 Awnings And Carports .....................................28
6.2 Accessory Windows ........................................28
6.3 Miscellaneous Lights And Fixtures ..................28
6.3.1. Exterior Lights .................................................28
6.3.2. Ceiling Fans .....................................................28
6.33 Whole House Ventilation .................................28
6.4 Telephone And Cable Television .....................28
. .
Table of contents, continued
Chapter 7 - Preparation Of Appliances
7.1 Clothes Dryer Vent ........................................... 29
7.2 Comfort Cooling Systems ................................ 29
7.2.1. Air Conditioners ............................................... 29
7.2.2. Heat Pumps ..................................................... 30
7.2.3. Evaporative Coolers ........................................ 30
7.3 Fireplace, Chimneys And Air Inlets .................. 30
7.3.1. Minimum Extensions Above Roof .................... 30
7.3.2. Required Components ..................................... 30
7.3.3. Assembly And Sealing Sequence .................... 30
7.3.4. Combustion Air Dud Inlets ................................30
7.4 Range, Cooktop And Oven Venting ................. 30
Chapter 8 - Utility System Connection And
Testing
8.1 Proper Procedures .......................................... 33
8.2 Water Supply ................................................... 33
8.2.1. Maximum Supply Pressure And Reduction ..... 33
8.2.2. Connection Procedures ................................... 33
8.2.3. Freezing Protection ......................................... 33
8.2.4. Testing Procedures ......................................... 33
8.2.5. AntlSlphon Frost-Proof Sill Cock (Faucet) .... 34
8.3 Drainage System .............................................. 34
8.3.1. Assembly And Support ..................................... 34
8.3.2. Proper Slopes And Connector SIZes ................. 34
8.3.3. Crossovers ....................................................... 34
8.3.4. Solvent Welding Procedures ............................ 34
8.3.5. Protection From Freezing ................................. 34
8.3.6. Flood-Level Test Procedure .............................. 34
8.4
8.4.1. Gas Supply ......................................................
Type Of System Furnished With Home ............ 34
34
8.4.2. Proper Supply Pressure .................................. 34
8.4.3. Orficing For Specific Gases ............................ 35
8.4.4. Crossovers ....................................................... 35
8.4.5. Testing Prior To Connection To Mains ............. 35
8.4.6. Connection Procedures .................................... 35
8.4.7. Gas Appliance Startup Procedures .................. 35
8.5 Heating Oil Systems ......................................... 35
APPROVED BY
AFEB 7 1997
IN INC.
i.q .a. Ih1M Alf) tA11,1? sUl,ll•Ir •.
86 Electricity ........................................................ 35
861. Description And Rating Of House Wiring ........ 35
8.6.2. Grounding Of Homes With Feeder
Connections ..................................................... 36
8.6.3. Connection Methods ....................................... 36
8.6.4. Crossover Connections ................................... 40
8.6.5. System Test Procedures And Equipment ....... 40
Chapter 9 - Final Inspection
9.1. Water And Drain System ................................ 44
9.2 Appliance Function And Operation .................. 44
91. Windows, Doors And Drawers ....................... 44
9.4. Exit Windows ................................................. 44
9.5. Exterior Siding And Trim ................................. 44
9.6. Stack Heads And Vent Pipe Flashings
On Roof ............................................................ 44
9.7 Composition Roof ........................................... 44
9.8 Skirt Venting ................................................... 44
9.9 Low-Hanging Trees And Bushes .................... 44
9.10 Exhaust Fan Operation And Air Flow .............. 44
9.11 Bottom Board .................................................. 44
9.12 Ground Cover ................................................. 44
913 Anchors And Straps ....................................... 44
9 14 Interior Details ................................................ 44
Chapter 10 - Relocating The Home
10.1 Relocation Of Home ..................................... 44
10.1.1. New Zones ................................................... 44
10.1.2. Tires And Axles ............................................ 44
10.1.3 Appliances .................................................... 44
10.14 Dust Caps ..................................................... 44
1015 Blocking During Storage ............................... 44
1016 Transit Of Furniture And Belongings ............ 44
10.11 Multisection Homes ...................................... 44
INTRODUCTION
Thank you for purchasing one of our manufactured homes. This Installation Manual contains Instructions that must
be followed for the proper Installation of your home. PLEASE READ ALL INSTRUCTIONS PRIOR TO SET-UP.
1. Chapter One - Introduction
1.1. How To Use This Manual. This manual 1 9 SAFETY. ONLY
TRAINED
contains detailed Installation Instructions, .
Cr2't_:wS SHOULD INSTALL
Including specifications and procedures
for erection and hookup of your TH1~ HOME.AKSIAI I FRS
manufactured home. It has been written S.hO.V_LD_.._ E0LL Q.W__hE
In an objective and easy-to-understand Sr,i LT? INSTRU
?TI
Q?J$
manner so it can be understood by .
.
people without extensive technical I'RS1YtQkD.__._If?__.
THIs
training. It discusses the set-up of the . _
MANUAL
home from preparing the site through final
inspection. It Includes many tables and
figures giving Important data for proper
set-up. Careful adherence to this manual 1.4. Consumer Information Card. Fill out
by the homeowner and installation crew the CONSUMER INFORMATION
will assure you of a quality, safe and CARD located at the rear of your
affordable home for many years to come. Homeowners Manual and return it to
the plant which manufactured your
Pre•Installatlon Considerations. Prior
1
2 home, so that you may be notified of
.
. revised instructions or new products.
to locating or relocation of your home,
contact the local authority having
jurisdiction for installation to see if permits I.S. Alterations. Prior to altering this
for such procedures as blocking, home after installation, (such as
anchoring, or utility connections are modifying the electrical, plumbing or
required. Inspections may be required healing systems, adding a room,
during installation. On private property, carport, garage, or major repairs) be
zoning or development covenants may sure to contact the authority having
apply and should be taken into jurisdiction as a permit or plan
consideration. (NOTE. Preparations of approval may be required. ALSO
the site, when accomplished by someone SUCH ALTERATIONS MAY VOID IN
other than the home installer, may not be WHOLE OR IN PART THE LIMITED
In accordance with these instructions I WARRANTY CONTAINED IN THE
HOMEOWNER'S MANUAL.
THIS HO(.IE Wcl"h5_SCyt'_F,,,l. TONS
USE EnGuvn Tr:iai"ORARY WGOD 6LOCKIi+c: TO SUPPORT THE HOME
DURING SET-UP tilt WHEN LOCATED AT Dt=;-Egli LOTS OR FACTORY FOR
AN EXTENDED PERIOD OF TIME. NO ONE °NCULD BE ALLOWED UNDER
THE HOME UNLESS THE BLOCIflNG 1S SECURLLr" IN PLACE, EVEN IF THE
HOME IS NOT MOVING.
Set 1111 fdanurd . Pavle 1
2. Chapter 2 - Definitions
Anchoring Equipment* Straps, cables,
tumbuckles and chains, including tensioning
devices, that am used with ties to secure a
manufactured home to ground anchors.
Anchoring System: A combination of ties,
anchoring equipment, and ground anchors
that will, when properly designed and
Installed, resist the wind which might overturn
ft home or move it sideways.
Footing., The part of the support system that
sits directly on the ground at, below or partly
below grade to support the piers or
foundations.
Foundation: That part of a building that Is an
engineered structure designed to transfer the
weight of the building or structure to the soil.
Elsa That portion of the support system
between the footing and the manufactured
home, exclusive of caps and shims. Types of
piers include, but are not limited to, the
following:.
1.Manufactured steel stands
2.Manufactured concrete stands, and
3.Concrete blocks
Site. Manufactured Homes: A parcel of land
designed and designated for the location of
one manufactured home, its accessory
buildings or structures, and accessory
equipment for exclusive use of the home's
occupants.
Stahlllzing_System: A combination of
property Installed anchoring and support
system.
Stand. Manufactured Home: That area of a
manufactured home she which has been
reserved for placement of a manufactured
home.
SypRort gyetem: A combination of footings,
piers, caps and shims that will, when properly
Installed, support the manufactured home.
Srbllp Manual . Page 2
C -Chapter 3 - Site Preparation -?
3.1. Location and Layout - Use Of Zone Maps. Your
home Is designed for certain weather conditions and
roof bads (see zone maps in a bedroom closet or
near main electrical panel and Figure 3.1 of this
manual). Do not site or relocate your home in a zone
requiring greater wind, roof bad, or heating/cooling
capabilities than those for which it was designed.
However, it is safe to locale your home in an area
with low load or weather requirements. For
example, a home designed for a northern roof bad or
40 psf may be sited in the southern roof bad zones.
ElGUREM
3.1.1.
3.1.2.
Access For Transporter. Before attempting
to move your home to the Installation site, be
sure the transportation equipment can get
through. Remove any overhanging branches
and contact your local utility company to raise
any overhead wires. Special transportation
permits may be required from state, county or
city officials.
Encroachments And Setback Distances.
Obey local laws regarding encroachments in
streets, yards and courts, and permissible
setback distances from property lines and
public roads, Consider future additions, such
as awnings and screen rooms.
Issuance Of Permits, Be sure that' all
necessary local permits have been obtained
and fees paid.
3.1.3.
ZONE MAPS OF THE UAIIrFn ST'AT a
WIND ZONE 1 11 S P9Fl
IndlJdes area of Ihs United States and Its temtones that are
not otherwise InGuded 9 being in Wind Zone 2 or 3.
This home has not designed for the higher wind pressure and anchors;
provisions required for oceanrooastat areas and should not be bated
with 1,800' of the Coastline in Wind Zones 2 and 3, unless the hams and
Its anchoring and foundation syslem have been designed for the
increased requirements speUM1ed for Exposure D In ANSUASCE 7-08
F00014" ale M 50011 eowmlenb. sued by data (opuses a parww, unless speDeed
otherwise) 1MacJ1 am wars Wrid Zone 2:
ALABAMA-Bad v%Moose
FLORIDA - All couea "amps trloaa IdWW'd u berg wlewl MAIM Zee 7
OEOROIA - Bryan, CWWn, COMM Wrm. Le". Mchtim
LOUISIANA - Acau, Alen, Aa01nston, Asua rtim, Cal01seu. Common, East Baton
Rouge, Ear Felc ue, Evangwrle, bare, tow,". JeReraon Dam. LaFay u. LWV,im,
Pant Coupaa, SL Herne, St James, SI John ore Baptist St Landry, St Mum. St
Tamrrry, Tarpipaltoe, VemaaorL Wastrpton, Wass Baton Rouge. Wet Fe11crla
MAINE - HarNmcA, Washington
MASSACHUSETTS • Barnstable, Bristol, Dukes, Nantucw. Pbnoue
MISSISSIPPI -George, Handmdt Hanson, Jed", Pad RNr, Slone
NORTH CAROLINA - Banat Srunawidt CanWn. Ctwwrl, CoLanaxu, Craven,
Curr*JCK Jones. New Hanover, Onabw, Paraa, PasquMM. Pander, Pen unans, Tyre,
Washington
SOUTH CAROLINA • Beaubt Beasley. CnrMSbn. Colteton, Dorchester, GeerguoAn,
Horsy, Jasper, WASnubtrg
TEXAS -Arrsas, Bnma. Caetolah, Cameron, Chambm. Govestm, Jefferson, Kenedr,
KMbrg. Matagorda, Nuaoes, Orrlpe. Rehqu. San Pablao, vaaty
VIRGINIA 46M)Cheapaka. Notdk. PortsnrM. Pmoess Arne, Vln; is Beads
1
ZONE 7
ZONE 2
E2
ZONE 1
C
VANO Z?1
E 1.
i
•--v ZONE 2
¦
YARD ZONE 3
I A 104ov" our govrer," Lsw by State, (Ca nbea or
aglow Wrww) are wew Wind zone 3: pemtw, Wigs
LORIDA . Brawrd, Chrloeo. Corr. Dade, Franklin. Cue, Hertly, Lae.
Moron. w V W. Monroe. Palen Beedl PMrees. Sarsaaa
LOUISIANA. Jefferson, LaFwct,. OrMre, Plapuem'rw, St Bernard, St
Charles. SI Mary, Twsoo na
NORTH CAROLINA- Garret Dana, Hyde
...............................................
The loac Ai g'sates and Mr %oem Am WdW Wrld Zone 7:
State of HAWAll
At ALASKA Coastal regions WMearl ee 90 mph Ma111 an ANSVASCE 7•
ore wed map and the cow
Us TERRITORIES: Arlen Selma, Guam NaNem Mrlru IdrW
Puerto RICO, Trust Ter'" of Poodk I"Ids, U S. Vwpn Islands
q?SF
NORTH
ZONE
Lf `.:7
1"'A
30 PSF
MiOOLE
ZONE
(
1. __?
20 PSF
60WH ZC
CLIMATIC ZONE MAP ROOF LOAD MAP
Set-Up Manual - Paste 3
BASIC WIND ZONE MAP
3.2, Solt Conditions
3.2.1. Requirements. To help prevent settling of your
home, site It on firm, undisturbed soil or fill
compacted at least 90% of Its maximum relative
density. Installation on loose, uncompacted fill
may cause the home to shift and settle in such a
way as to damage the home which may invalidate
the home's limited warranty.
3.2.2. Bearing Capacity. Test the bearing capacity of
the soil at the depth of the footings after completing
any grading and filling (see 3.2.3). If you can't test
the soil but can Identify its type, use the foundation
bearing pressure shown in Figure 3.2 as a guide.
If you cannot Identify the soil, use the lowest value
(1,000 psf from Figure 3.2). Under unusual
conditions, or if the soil appears to be peat or
uncompacted fill, consult a local geologist or
professional engineer.
3.2.3. Soil Bearing Testing Methods And EquipmenL
A pocket penetrometer (available from engineering
supply houses) or other methods acceptable to
local jurisdictions may be used.
3,3. Removal Of Organic Material. Remove all
decayable material such as grass, roots, and wood
scraps from beneath the home, especially in areas
where footings are to be placed, to minimize
settling of footings and Insect damage. Remove
shrubs and overhanging branches from the
immediate vicinity of the homesite to prevent
windstorm damage.
Drainage.
Purpose. Drainage prevents water buildup under
the home which may cause settling of the
foundation, dampness in the home, damage to
siding and bottom board, buckling of walls and
floors, problems with the operation of doors and
windows, AND COULD VOID YOUR WARRANTY.
Elimination Of Depressions. Grade the
homesite to permit water to drain from under the
home and away from home for a minimum of 10
feet from the side of the home. See Figure 3.3.
3.4.3. Drainage Structures. Depending on the local
landscape, ditches and culverts may be needed to
drain surface runoff. If so, consult a registered
professional engineer.
3.5. Ground Moisture Control.
3.5.1. Importance. If the crawlspace under the home Is
to be enclosed with skirting or other material, a
vapor retarder ground cover shall be installed that
keeps ground moisture out of the home. Where a
concrete pad Is installed (solid) under the entire
home floor area, the vapor barrier is not required, if
the concrete is a minimum of 4N thick.
3.5.2. Acceptable Types Of Ground Cover. Use
polyethylene sheeting or its equivalent, at least six
mils thick.
3.5.3. Proper Installation. Cover the entire area under
the home with the sheeting and overlap it at least
6' at all joints. Where soil and frost condition
permit placement of footings at grade level, place
the sheeting directly beneath them.
FIG. 3.2 GENERAL DESCRIPTION OF SOILS
SOIL TYPE BASEDON The UNIFIED ALLOWABLE PRESSURE
CLASSIFICATION SYSTEM (POUNDS PER SQUARE FOOT)
ROCK OR HARD PAN 4.000 AND UP
BANDY GRAVTL AND GRAVEL 2.000
SAND SILTY SAND, CLAYEY SAND. 1
500
SR TY GRAVEL. OR CLAYEY GRAVEL ,
CLAY SANDY CLAY. SRrY CLAY. OR 1.000
CLAYEY Sit T
UNCOMMITTED FALL (TYPES OF SOIL SPECIAL ANALYSIS IS REQUIRED
NOT USTEDN
PEAT OR ORGANIC CLAYS SPECIAL ANALYSIS IS REQUIRED
NOTE: THIS TABLE IS TO BE USED ONLY WHEN NONE OF THE POLL01NNgn
AVAILABLE:
A SORTrlTWG INVESTIGATION AND ANALYSIS OF THE SITE.
B COUPE LANCE WITH THE LOCAL BURDWO CODE.
C COMPETENT OPINION BY A LOCAL ENGINEER OR BUILDING OFFICIAL
.
• NO ALLOWANCES MADE FOR OVERBURDEN PRESSURE, EMaEDUENT DEPTH,
WATER TABLE HEIGHT SETTLEMENT PROBLEMS
FIGURE 3.3 - ELIMINATION OF WATER BENEATH THE HOME
BMW Swm
Evgr Swm
I
I I, ?
.i7,1 7j, 1?i?:iMl Gir'
WI Swm I WIT, Swcn
D? Crown and grade 1,16 to
elope away from Rome and Cover DON'T Grade On so that Waler
vein a III thICk F+nremylene COllerll M'nealh hnrne Of place
Sheeting or edmvalenl fooled.Abn hmI I'M
SRIIIrYint. .I Pagf?.1
14. Chapter 4- Foundations
4.1.
4.1.1.
4.1.2.
4.1.3.
4.1.3.1
NOTE; This chapter covers only foundations.
Figure 4.1 and Table 4.1 summarizes the usual
types. Set-up procedures and methods for
securing the home to Its foundation are discussed
in Chapter 5.
Piers.
Importance. Incorrect size, location or spacing of
piers may cause serious structural damage to your
home. It Is Important to Install piers around the
perimeter, H required for your home. Failure to do
so may lead to sagging floors, wails and roofs, and
could vokf your limited warranty.
Acceptable Types. Piers are to be concrete
blocks capped and shimmed with wedges, or
adjustable manufactured metal or concrete stands
(See Figure 4.1).
Design Requirements.
Load-Bearing Capacity. The load that each pier
must tarty depends on factors such as the
dimensions of the home, the roof live load, the
spacing of the piers, and the way they are used to
support the home. Center beamlmardage wall
blocking is required for multi-section homes.
See tables 4.2 and 4.3 for pier loads. Piers must
be rated to resist the noted loads (see 4.1.3.2).
4.1.3.2. Configuration. Figure 4.1 shows the
recommended arrangement of concrete block piers
constructed on-site. Concrete blocks are to have
nominal dimensions of at least 8" x 16". They must
be stacked with their hollow cells aligned vertically.
When piers are constructed of blocks stacked side-
by-side, every layer must be at right angles to the
previous one (see Figure 4.1).
Cap hollow block piers as shown in Figure 4.1 to
distribute the structural load evenly across them.
Caps shall be of solid masonry or hardwood, and
of the some length and width as the piers they rest
upon. Avoid plywood, as it may lead to unwanted
settling or movement.
Use 4" x 6" hardwood shims to level the home and
fill any gaps between the base of the I-beam and
the top of the pier cap. Always use shims in pairs
(see Figure 4.1). Drive them in lightly so they do
not occupy more than 1" of vertical space. When
the space to be shimmed Is less than the minimum
thickness of available caps or concrete blocks,
pressure treated hardwood dimension lumber may
be used under the caps.
Select manufactured pier heights so that their
adjustable risers do not extend more than 3" when
finally positioned.
All piers must be set on footings (see Paragraph 4.2)
that are Installed in such a manner so as to provide e
stable environment for your home.
4.1.3.3. Clearance Under The Home. After the
home is leveled, the resulting distance
between the bottom of the chassis and the
ground must be no less than 12" for 75% of
the home. The remainder of the home may
be less than 12" above the ground but may
not touch the ground. The maximum
clearance should be no more than the
maximum described In Figure 4.1.
4.1.4. Design Procedures,
4.1.4.1. Piers Up To 36" High. You may construct
piers less than 36" high out of single, open or
closed-cell concrete blocks, 8" x 8" x 16".
Install them so that the long side' is at right
angles to the supported I-beam (see Figure
4.1). Position open cells at right angles to the
footers. Horizontal offsets should not exceed
112" lop to bottom. Mortar is not normally
required. Manufactured piers should be listed
and labeled. Do not extend their adjusting
studs beyond the limits specified by the
manufacturer of the pier.
41.4 2. Piers 36" To 80" High. Construct all piers
between 36" and 80" high, and all comer piers
over three blocks high, out of double,
interlocked concrete blocks (see Figure 4.1).
Mortar will not normally be required.
4.1.4 3. Piers Over 80" High. Where permitted by
local codes, lay them in concrete mortar with
steel reinforcing bars Inserted in the block
cells and fill the cells with concrete. Where
such construction is not permitted by local
codes, have piers over 80" high designed by
a registered professional or structural
engineer.
4.1 5. Location And Spacing. The location and
spacing of piers depends upon the
dimensions and weight of the home, the roof
load zone, the type of construction and other
factors such as the locations of doors or other
openings and heavy pieces of furniture In
general, locate piers no more than 2' from
either end (unless specified). Place piers of
your home as follows:
Set Up Manual • Page 5
4.1.5.1. Single And Multi-Section Homes.
A) Homes not requiring perimeter support
Figure 4.2 shows the recommended location
and spacing of piers for homes not requiring
perimeter blocking generally located at south
(20 PSF) and middle (30 PSF) roof zone areas.
B) Homes requiring perimeter support. See
Figure 4.3 for homes requiring additional
perimeter supports (generally at 40 PSF or
higher roof load zones).
4.1.5.2. Under Doors And Heavy Furniture.
Place piers on both sides of all exterior doors,
sidewail openings wider than 4' (such as entry
and sliding glass doors), under porch posts,
fireplaces and wood stoves, and under the
expected locations of heavy pieces of furniture
such as pianos, waterbeds, etc. This additional
blocking is required with all types of foundation.
4,2. Footings. Support every pier with a property
designed footing as follows:
4.2.1. Acceptable Types Of Footings.
4.2.1.1. Concrete. Footings may consist of precast of
poured-in-place concrete, pads slabs, or
ribbons with a 28-day compressive strength of
at least 3,000 psi (see Figure 4 4 for minimum
footer thickness).
4.2.12. Other Materials. You may also use other
materials approved for this use by local
authorities if they provide equal load-bearing
capacity and resistance to decay
4.2.2. Footer Placement. For homes which are to be
set In areas susceptible to frost, in order to
prevent the potentially harmful effects of host
heave, footings should be placed below the
frost line or the home must be installed in such
a manner as to provide a stable environment.
4.2.3. Proper Sizing Of Footings. Proper sizing of
footings depends upon the load-carrying
capacity of both the piers and the soil. See
Table 4.4 for recommended footing sizes based
on pier load (Table 4.2 and 4.3) and minimum
soil bearing capacity.
4.2.4. Other Footing Design Considerations. You
should check with applicable slate or local
building authorities concerning any other
requirements they may have concerning
design, construction or placement of acceptable
footings.
4.3. Permanent Foundations. Check local
building codes and regulations and consult a
registered professional or structural engineer
when you are setting your home on a
permanent foundation (such as a full basement,
crawl space or load-bearing perimeter
foundation). You may get a permanent
foundation design that meets most local codes
by writing to the address located on back cover
of manual, Attention Customer Service.
4.3.1. Flood-Prone Areas, We do not recommend
setting your home in river or coastal flood-prone
areas. Special local regulations or flood
Insurance provisions may apply. Special
elevation and anchoring techniques are
required when locating in a flood-prone area.
Consult a registered professional or structural
engineer to make sure that home design and
construction conform to applicable federal,
state and local codes and regulations. The
FEMA publication listed in Section 4.4.3
contains design and construction
recommendations.
4.3.2. Severe Wind Areas. Special foundation and
anchoring techniques are required when your
home is located in a severe wind area. Consult
a registered professional or structural engineer.
HUD foundations design guide listed in Section
4.4.4 contains recommendations for designing
foundations and anchoring systems. Do not
place your home in a wind zone more severe
than the one indicated on your home's Data
Plate.
4.11 Special Snow Load Conditions. Homes
designed for and located in heavy snowfall
areas or subject to other extreme loading
conditions will require special piers or footings.
See Table 4.2 for pier loads up to 50 psi roof
load. For higher roof load consult a registered
professional engineer for your foundation
design. Do not place your home in a roof zone
more severe than the one Indicated on your
home data plate.
4.4. Important Reference Documents.
4.4.1. ANSUNCSBCS A225.1 - 1987, "Manufactured
Home Installations," NCSBCS, 505 Huntmar
Park Drive, Hemdon VA 22070 (703) 437-
0100.
442, ANSI A58.1 - 1982, "Minimum Design Loads
for Buildings and Other Structures," ANSI, 1430
Broadway, New York NY 10018.
443 FEMA 85, "Manufactured Home Installation in
Flood Hazard Areas" FEMA, Washington DC
20472 (202) 646.2708, September, 1985.
4.4 4. HUD Handbook 4930.3 (1989), "Permanent
Foundations Guide for Manufactured Housing"
HUD, 415 7th Street, SW, Washington DC
20036, June, 1976.
445 "Frost-Free Shallow Foundation Design
Guidelines," Energy Design Update, March,
1989.
Set-Up 6lanuat - Page 6
FIGURE 4.1 -TYPICAL FOOTING & PIER INSTALLATION
SHIM
1 f? CAP --? I
PIER
FootwG
Single blocks, maximum ..-..- +
L
height of 36 Inches
Double interlocked
concrete grouting blocks, maximum
height of 80 Inches
MANUFACTURED
PIER
FOOTING -
Steel or concrete
manufactured pier
Pier
For piers exceeding 80' in height, the concrete blocks
must be filled with concrete grouting and steel bars must
be utilized.
Footing
TABLE 4.1
TYPE OF CONCRETE BLOCK MAXIMUM PIER HEIGHT
SINGLE STACK 36
DOUBLE INTERLOCK 1 80" 1
NORMAL MANUFACTURED HOME INSTALLATION
Type of Foundation System
1.
2.
3.
4.
Piers - Ground Anchors - Home rests on piers of concrete block, formed-in-place concrete, permanent
wood or steel pedestals on permanent wood, crushed stone or concrete footers. Ground anchors In soil
angled to resist straps or embedded in concrete deadmen soil. Straps tied to the frame, with or without
overdhe-top straps.
Concrete slab or continuous footing. Home rests on a concrete slab or ribbons of concrete. Straps fled
between frame and perimeter footers or concrete slab. Recommend installing earth anchors prior to
pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home.
Pile/post system. Home rests on piles/posts. Place sufficiently deep in the ground to resist all wind,
snow, frost heave and earthquake forces. Straps fasten home to piles/posts or caps placed thereon.
Concrete or concrete block load-bearing perimeter walls (basement or crawl space), Home rests on
exterior load bearing walls which sit on concrete footings, suffirienily heavy to hold down home to resist all
external forces.
So IJp 1.1;.nual - I'a-le 7
REQUIRED FOOTINGS & PIER BLOCKING
(For Homes NOT Requiring Perimeter Blocking)
In Table 4.2 below are the design loads used to'determine the support structure for homes not requiring
perimeter blocking. The minimum values to be used for pier and footing design based on the indicated roof
live load and a floor live load of 40 pounds per square foot (PSF) are specified In Table 4.2. See Figure 4.2
for typical pier layout.
All load bearing pier supports and footings may be subject to approval by the local enforcement agency. As
specified in Table 4.2, each pier shall have adequate capacity to support the design load shown. The
required sizes of footings will depend on soil bearing capacity test results. In lieu of soil tests, confer with
the local building authority for recommended soil bearing capacity In your area. The areas beneath the
footing shall have all grass and organic materials removed before installation. All footers must be placed on
either undisturbed soil or compacted fill.
PIER LOADING UNDER MAIN I•BEAMS
(When only frame blocking is required.)
12' or 24' WIDE HOMES 14' or 28' WIDE HOMES 16' or 30' WIDE HOMES
Pier Pier Pier Pier Pier Pier Pier Pier Pier Pier
Spacing Load Load Load Load Load Load Load Load Load
Under (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs)
Main 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF
I•Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof
(Fl) Load Load Load Load Load Load Load Load Load
(S
outh (Middle (North (South (Middle (North (South (Middle (North
Zone) Zone) Zone) Zone) Zone) Zone) Zone) Zone) Zone)
4 2130 2420 2560 2410 2740 2940 2700 3060 3320
5 2260 3020 3190 3020 3420 3670 3370 3830 4150
6 3190 3620 3830 3620 4110 4410 4050 4590 4980
7 3720 4230 4470 4220 4790 5140 4720 5360 5810
8 4250 4830 5110 4820 5480 5880 5400 6120 6640
9 4780 5440 5750 5430 6160 6610 6070 6890 7470
10 5320 6040 6380 6030 6850 7340 6750 7650 8300
12 6390 7250 7660 7250 8250 8800 8100 9200 9950
NOTES:
1. See Table 4.4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The tooting
sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the
pier it supports or 256 square Inches.
2. The maximum spacing of supports Is not to exceed 12 feet
3. Where it is impractical to maintain spacing, such as in the axles area, the average of the distance to each adjacent
support may be used to determine support requirements, for example, if the distances to the adjacent supports were
6'-0' and 8'-0', the average spacing would be 7'.0"
4 Homes located in the north (40 PSF) root had runes MUST have penmeler blocking per Table 4 3 unless indwated
otherwise by a letter from plant of manufacturing
?Io! Up Manual - Page 8
FIGURE 4.2 PIER LAYOUT FOR HOMES @ SOUTH AND MIDDLE ROOF LOAD ZONES.
ARQ ESECLONISI LAYOUT
)MIN I-BEAM PER BLOCKING. SEE NOTE N BELOW (rAMW BEAMS) qq??
3"V- 11C' Intl Ira +TP +r0 1zQ a`,
- - (NO) I ILA j .. I -- iMAr-- ---ILu - -`1? I) I 1 )
II I I II `SEE NOTE PI II I I I I I I I I I I I
F- Ir
PIER m«KRIGI MAINRAN$1 I I I i 1 II
r-- -11 1 -__)- ,= =mow - I-.? -4 _-1 T-
I I I I I I I i I I? I ?I I I
6EE NOTE n
?
MULTISECTION19A LAYOIQ
MAIN I BEAM PIER BIKING. SEE NOTE 64 BELOW HA+AIN BEAMSI
rR. IrC
-I 1rS _+r0 •__ Ir0__•__ +r0'__
(MAKi - I I?AAKI I IMAKI ' ILIA) ? IT&
i - jYAN) I ( )
I I I / ll I I I I I I I I I I I I
II I aEE NGT[ n
P WIEMS1t P COCKING I" :ERA
AM; I I I I I
I
I
7- -1
I_ I I I 14. I I
TYP COLUMN SUPPORT PIERS AT EACH SIDE OF MARRIAGE WALL OPEN WG
rill
I `
i
ZR
2l I I I I
T'fP ( I I
E
S
LOCKING
I I I
I I I I I I I I I i
GENERAL NOTES. - SEE NOTE III
1. PERIMETER PIER BLOCKING MUST BE PROVIDED AT BOTH SIDES OF ALL EXTERIOR DOORS (EXCEPT AT FRONT OR REAR ENOWALLS -
OF THE HOME) AND ANY OPENING IN AN EXTERIOR WALL 4 FEET OR WIDER (INCLUDING PATIO DOORS, RECESSED ENTRIES, SAY
WINDOWSANOPORCHES.)
2. FOOTINGS AND PIER SUPPCRTS MUST BE DESIGNED TO SUPPORT TILE LOAD VALUES SHOWN t
3. COLUMN SUPPORT PIERS, LOCATE ONLY AT BOTH SIDES OF CENTER LINE WALL OPENING
a. THE TABULATED PIER LOADS INCLUDE THE INDICATED LIVE 1 OAOS PLUS HOME DEAD LOADS (INCLUDING CHASSIS AND WALLS.) 1!
-."-?
a. RECOMMENDED MAXIMUM LAIN I-BEAM SPACING FOR THE FOLLOWING I-BEAM SIZE 15
- --- -- a'6BEAM... Y4.OC +O'IBEAM,.. 10'-0'00. IrISEAM, Ir-WOC.
ItY?1) \I111111111NM/I
CAP
TIC! HOME FLOOR PERITA'P)
a,
(- --FBOTINGITYPI ?t
t ; fl19fY1119 ? _ '
HOMETLODR -.-_ T rwN[rtUU
xv
Set-UP Manual - Page 9
REQUIRED FOOTINGS & PIER BLOCKING
(For Homes Requiring Perimeter Blocking)
In Tablq 4.3 below are the design loads used to determine the support structure for homes requiring perimeter
blocking. The minimum values to be used for pier and footing design based on the indicated roof live load and a
floor live load of 40 pounds per square foot (PSF) are specified in Table 4.3. See Figure 4.3 for typical pier layout.
All load bearing pier supports and footings may be subject to approval by the local enforcement agency. As
specified in Table 4.3, each pier shall have adequate capacity to support the design load shown. The required sizes
of footings will depend on soil bearing capacity test results. In lieu of soil tests, confer with the local building
authority for recommended soil bearing capacity In your area. The areas beneath the footing shall have all grass
and organic materials removed before installation. All footers should be placed on either undisturq foil or
compacted fill. .a`t;;v Ik T06-10
No.
PIER LOAD
FRAME PLUS PERIMETER BLOCKING
(When Both Frame And Perimeter Blockin Are Required. See Note
Maximum pier loads:
Max imum pier spacing
Section
Width Roof Live Load
Ft. PSF Pier Location 4' 6' 8'
12', 14', or 16' 20 Frame 1400# 2100# 2800#
Sin lewides Perimeter 1470# 2206# 2941#
30 Frame 1400# 2100# 2800#
Perimeter 1800# 27010 3601#
40 Frame 1400# 2100# 2800#
Perimeter 2130# 3196# 4261#
60 or 80 Frame 1100# 2100# 2800#
Perimeter See note 2 See note 2 See note 2
28' or 30'
24' 20 Frame 1400# 2100# 2800#
,
Doublewides Perimeter 14700 2206# 2941#
Center Line 2941# 4411# 5882#
30 Frame 1400# 2100# 2800#
Perimeter 1800# 2701# 3601#
Center Line 3601# 5401# 7202#
40 Frame 1400# 2100# 2800#
Perimeter 2130# 3196# 4261#
Center Line. 4261# 6391# 8522#
60 or 80 Frame 1400# 2100# 2800#
Perimeter 27909 4186# 5581#
Center Line See note 2 See note 2 See note 2
NOTES:
1. Perimeter blocking is required at North Zone (40 PSF) or higher roof load areas. Use above loads
when optional perimeter blocking is provided at South (20 PSF) and Middle (30 PSF) roof load zones.
2. Homes at 60 and 80 PSF roof load areas MUST have a continuous perimeter foundation support.
fled I Ip I'A,anual • PnOn 10
FIGURE 4.3 PIER LAYOUT FOR HOMES @ NORTH ROOF LOAD ZONES.
BelOIE SECTION PER LAYOUT
WA I-OEM PIER BLOCKING. SEE NOTE M BE(OW tIA MN BEAMS)
r""r I r+.^r I r+?r 1 r...,.r 1 .+..r 1 r....y 1 1-, 1 ,7r
I I I I I I $91 NOTE n I I I I + I I I I
?tT?'°'?r-?1JPP1?`?
ER noclGNa I e "us
rL? -1d,-,-?p=k= -,
p?4= 4--:,,
I I I 1_ 1 1_ I I_ h I I_ I'
-1? SEE NOTE el
WATISECTION PER LAYOUT
MAIN 1lEAM PER BLOCWNO. SEE NOTE N BELOW (/MAN BUMS)
I I 11 I 1 1 I
II I I 11 I I 'SEE NOTE #I
C. R
IIIIOL ?KWG I 14=8 Rf I ,? I• I I I I I 0
r- r ---•I ! ! =iii =i' -?T = B!= = i .?,!
CENTE 1QEBL6CKING7dEMAX V W CTFI TO CIA SPACWO AND UNDER EACH SUPPORT CO MANN TION.
1z -- 1 4111. -19
t al
d OIOC UNG I EAY3 S i l l l l l l 0
; 1
1 I I I ,{, I I I tS,EEE NOTE H
m_! at-- --
PERIMETER PIER SLOCKINO. A SERIES OF MAX f-W CIA TO CTR SPACINGS IVOTH SIDES(
GENERAL NOTES:
1. Peknler pier bloc" must be provided at both odes of .N extend, dod,s (except It 110111 Of rest.rldweds of VIA Mme) and ? Op
pO ,H TC
OA%
In an extwW WAR A (W or . Ldfou n and PP Suppo tstst? onryw?? S u VA load oqn MOKn. send porches)
suppod piers, S
` vSyT..
?
e. The ta"ted pNK beds WKkj a the IIOK:atad We IWI Plus Rene dead made (vldldaq tlMss11 end W W 1). ?P?- IN.
r rl Dorf _ z
GIMSS13 ?_i _- ? 6HIM(1YP1
(rAP(TYP) .E
PICA MP) 4 ?
r __Y
FOOTINGMP)
?J
CnAb510 __1 /? I??___ 1 -__ CIMSSI7
FRONTVNW ?:...?.1 f
Set Up Manual Page 11
TABLE 4.4
E00TING.SIZES
Den 7uv'vueee
SOIL CAPACITY (PSF) MINIMUM PAD SIZE
IN X IN) FOOT CAPACITY SINGLE STACK
PIER DOUBLE STACK
PIER
1000 20 X 20 2778 4' 4'
24 X 24 4000 4' 4'
30 X 30 6250 4' 4'
1500 16 X 16 2667 4' 4'
20 X 20 4167 4' 4'
24 X 24 6000 4.5' 4'
30 X 30 9375 6.5' 4'
2000 16 X 16 3556 4' 4'
20 X 20 5556 4' 4'
24 X 24 8000 5.5' 4'
2500 16 X 16 4444 4' 4'
20 X 20 6944 5' 4'
24 X 24 10000 6' 4'
3000 16 X 16 6222 4' 4'
20 X 20 8333 6' 4'
3500 16 X 16 5333 4' 4'
20 X 20 9722 5' 4'
4000 16 X 16 7111 4' 4'
20 X 20 11111 6' 4'
Foundations In soil with a bearing capacity of less than 1,000 PSF or more than 4,000 PSF must have soil
capacities verified by a local Registered Professional Engineer familiar with local site conditions.
TABLE 4.5 PIER LOADINGAWDER_CERMLINE-RIMM DOUBLEWIDEHOMES
24' WIDE HOM ES 26' & 28' WIDE HOMES 30' WIDE HOM ES
Span
Between
Columns
(FT.)
See
Note 1 Pier
Load
(Lbs)
20 PSF
Roof
Zone Pier
Load
(Lbs)
30 PSF
Roof
Zone Per
Load
(Lbs)
40 PSF
Roof
Zone Pier
Load
(Lbs)
20 PSF
Roof
Zone Pier
Load
(Lbs)
30 PSF
Roof
Zone Pier
Load
(Lbs)
40 PSF
Roof
Zone Pier
Load
(Lbs)
20 PSF
Roof
Zone Pier
Load
(Lbs)
30 PSF
Roof
Zone Pier
Load
(Lbs)
40 PSF
Roof
Zone
6 1080 1440 1800 1260 1680 2100 1440 1920 2400
10 1800 2400 3000 2100 2800 3500 2000 3200 4000
12 2160 2880 3600 2520 3360 4200 2880 3840 4800
14 2520 3360 4320 2940 3920 4900 3360 4480 6600
16 2880 3840 4800 3360 4480 5600 3840 5120 6400
18 3240 4320 5400 3780 5040 6300 4320 5760 7200
20 3600 4800 6000 4200 5600 7000 4800 6400 8000
24 4320 5460 7200 5040 6720 8400 5760 7680 9600
NOTES:
1. Where a column is located between two openings or when two columns are too
close for separate piers, sum the loads for each opening to obtain the required pier loa
2. See Table 4.4 for minimum footing sizes based on pier loads and allowable soil
bearing capacities.
3. The concentrated loads consists of roof loads only
4. Pier locations at the marriage wall are marked with paint or metal indicator straps
(or see specific foundation plans for pier locations.)
SCI I Ili Manual P i^e 12
5. Chapter 5 - Set-Up Procedures .
5.1. Moving Home To Location. Make sure the
following items are completed before placing the
home:
1. The site is property prepared. See Chapter 3.
2. All concrete work necessary to setting the home is
finished.
3. Utilities are installed or available.
4. Any trenching, for crossover drain lines or for wheels
that will be left in place, is complete.
6. Items that cauld be difficult to install after the home Is
sited (such as anchors and ground moisture retarders)
are in their proper locations.
CAUTION: THE HOME WEIGHS SEVERAL_WNS. USE
ADEQUATE TEMPORARY SUPPORL-BLOKINPLLQ
SAFEGUARD WORKERS. WOOD At QCWNG FOR YOllB
HOME IS RECOMMENDED.
5.1.1. Positioning the home. When not placing the home
on a concrete slab or poured-in-place footings, mark
the comers of the home and lay out footings, and
support devices close to where they will be used.
5.1.2. Then move the home or first section into position.
5.2. Singlewide Homes - Leveling and
Blocking
5.2.1. Before doing any jacking, place support piers for the
home in the locations under the home as specified in
the home installation instructions.
5.2.2. Use a minimum of two jacks, each with a rating of at
least ten tons.
5.2.3. Jack only on the main chassis I-Beam. Locate the
Jack directly under the vertical web of the I-Beam. Do
not Jack on the seam Qoint between flanges) of a twin
1-Beam.
5.2.4. Use a large 3/8 Inch thick steel plate, C-channel or
other equivalent plate between the main chassis (-
Beam and the lack head to distribute the load.
5.2.5. The Jack base, and any blocking, must be located on
firth ground.
5.2.6. Do not operate the jacks while you are under the
main I-Beams of the home.
5.2.7. Use jacks only for raising the home. Do not rely on
the jacks to support the home.
5.2.8. Place 4" x 6" x 48" minimum safety timbers between
the I-Beams and ground in case of Jack failure.
Timber should be hardwood.
5.2.9. Raise the home in small Increments and provide
additional blocking between the home and the piers
and safety piers as the home is raised.
52.10. Do not go under the home while it is supported on the
jacks.
EAILURESQ-MLLOW THESE WARNINGS MAY
RF5UL7JNL5ERI0IIS INJURY OR DEADt.
Reminders before jacking...
1. Use only jacks in good condition with ,
minimum rating of 10 tons.
2. Use a Minute Man C-Channel jacking plate c
equivalent between Jack and steel I-Beam to distribute th,
concentrated loads from Jack to I-Beam.
3. Use a firm support under the Jack base to•prever,
tipping or settling of the lack. A 12" x 12" or larger pad I.
recommended.
4. Always follow the sequence of jacking outlined below b
avoid overstressing structural members.
5.2.11. The jacking procedure is as follows:
5.2.11 A.After the home Is located in Its final position
you can preliminary level it by using the hitd
Jack but only after adequately wheel blocking
the home so it does not roll.
5.2.11.2.Jack up one side of the home by placing ont
jack just forward of the front spring hange
and the other just behind the rear spdni
hanger of the same I-Beam. These twc
jacks must be operated simultaneously It
raise the home. Jack low side of the horx
first. Install footings and piers; one Jus
forward of the front jack and another Jus
behind the rear Jack (taking pre not k
exceed the cored spacing selected fron
Table 4.2.
5.2.11.3.Next, jack the main I-beam at the front anc
position a pier within 2'-W of the and of the I
Beam. At the completion of this step, thh
side of the home should be approximateh
level.
5.2.11.4.Repeat Steps 5.2.11.2 and 5.2.11.3 for tht
other side of the home. At the completion o
this step, the home should be roughly lave
from front to rear and from side to side.
5.2.11.5.Place the remaining pier supports under the
main I-Beam on each side taking care tc
maintain a maximum distance of no mort
than the spacing determined from Table 4.:
with piers located as specified at each and o
each I-Beam (see Figure 4.2).
5.211.6.1-evel the home within reasonable
tolerances, using a 6 foot carpenter's level
water level or similar equipment The Ana
height adjustment is obtained by jacking tht
I-Beam and placing hardwood shim,
between the piers and I-Beam or other
approved methods such as adjustable piers
THIS LEVELING PROCESS IE
IMPORTANT FOR THE APPEARANCE
Set-Up Mamiai - Page 13
5.3.
5.3.1
AND IS ESSENTIAL FOR THE PROPER
OPERATION OF DOORS, WINDOWS AND THE
DRAINAGE SYSTEM.
5.2.11.7.Place additional supports at each side of 5.32.
eldewall openings over 4'-W wide and each
side of exterior doors,
5.2.11.8.Within 90 days after Initial set-up, the home
should be releveled, if necessary, to 5.3.2.1
compensate for any pier settlement. Following
the procedure in Item 5.2.11.6. above.
5.2.11.9.NOTE: DURING THE LEVELING OR
RELEVELING PROCESS, LOOSEN FRAME
TIES AND OVER-THE-ROOF TIES (IF
PROVIDED) PRIOR TO JACKING THE
HOME.
Multi-Section Homes
Blocking and Leveling
With the exception of the requirement for support
under the marriage wall of doublewide units, leveling
and blocking procedure are the same as for
singlewide units. Prepare the site as previously
described. It may be desirable to construct the
footing and piers (to grade height) prior to moving the
home to its final location. Figure 4.2 and 4.3 illustrate
the typical pier layouts, making special note of
additional piers required at center beam support
locations.
Leveling and blocking the U Half. Figure 5.1
shows the way we recommend you level the home.
To prevent lipping or settling, use a firm support
under jacks. Use a steel channel or plate between
jacks and steel beams to distribute the load. Use
equipment in good working condition and strong
enough to handle the loads. Work safely whenever
you are under, in, or around a home that is being set.
Use the following jacking sequence:
5.3.1.1. Using the water level described in Figure 5.1
or a 6' level, check the level of the floor
crosswise in the axle area. If the floor is not
level from side to side, place the 10 ton jack
under the low side I-beam at the axle area and
carefully raise the I-beam until the floor is level.
Place blocks under the 1-beam, on each side,
at the pier points closest to the jack. Insert
wedges, as shown on Figure 5 1, so that the
blocks bear the weight.
5.3.1.2. Place the level lengthwise on the floor, and
working towards each end of the home, place
blocks and wedges under both 1-beams, at
selected pier spacings. Make continuous
checks with the level, both lengthwise and
crosswise. If you must jack.
5.3.2.2.
5.3.2,3.
5.3.2.4
5.3.2.5
5.3 2.6
the U-side to keep It level as you work towards
the ends, jack it only under the I-beams and
only enough to make it level.
Leveling and Blocking the X Half. CAUTION: Do
not proceed with the X-half until the U-half Is
completely level and property blocked. After it Is,
proceed as follows:
Remove the plastic used to close up the open side
of each half during transportation, but DO NOT
remove the wood supports holding up the ceiling at
the open sides. Park the X-side as closely as
possible to the U-side. At this point, insert a mating
gasket between the two halves at the floor line, '
endwalls and roof. We suggest use of 6" fiberglass
Insulation or an equivalent sill sealer. Slide the X-
half sideways to the U-half by using two come-a-
longs, placing one end on the U-half I-beam and the
other end on the X-half I-beam. Use one come-a-
long at the front and one at the rear, or more If
necessary at Interim locations.
Place a 10 ton jack under the X-half inside I-beam
about 113 of the floor length from each end.
Carefully jack the X-half Inside I-beam until the X-
half floor edge is about even with the U-half floor
edge, as shown in Figure 5.3.
Loosely lag the X-half floor joists to the U-half floor
joist using 3l8" x 5" lags, 36" o.c. at Wind Zone 1
and per Figure 5.13 for Wind Zone 2 and 3. To
prevent the splitting of rim joist pre-drilling of holes
may be required. Do not tighten these lags at this
time.
Temporarily block the X-half Inside I-beam at
selected pier spacings, removing the jacks and
place them under the X-halt outside I-beam about
113 of the floor length from each end.
Carefully jack the X-half outside I-beam unfit the X-
half floor is approximately level crosswise.
Temporarily block the X-half outside I-beam at pier
points. The X-half should be very close to the U-
half, and the small space (if any) between the floors
and ceilings of the X and U halves should be the
same. The two sides should now be loosely
attached at the Poor joists. The U-side is
completely level and blocked. The X-side should be
nearty level because the ceilings and floors were
made to match up. You are now ready to level the
X-half so that it is even with the U-half, and to
permanently block it.
. Place a 10 ton jack under each I-beam of the X-half
at the axle area. Carefully adjust the floor to the X-
half until it is level with the floor of the U-half. Go to
the outside I-beam of the X-half and adjust it so that
the X-half floor is level crosswise. The X-half floor
should now he level crosswise and even with the U-
half floor.
Cct.Up rd.inual Pair. 14
5.3.2.7. Place blocks under the I-beams, on each side of tho
X-half at the pier points closest to the Jacks. Insert
wedges, as shown on the drawing, so that the
blocks bear the weight
5.3.2.8. Work towards either end, placing blocks and
wedges under the I-beams on both sides, at
selected pier spacing. Make continuous checks
with the level to be sure that the floor of the X-half is
level and even with the U-half. CAUTION: Do not
over jack the X-halt or you will strain the tags
attaching the two halves together, make the floor
unlevei or cause other problems.
5.3.2.9. Both halves should now be blocked and level.
Before tightening the lags through the floor joists
underneath the home, check all alignments. Are
the front and rear end walls flush? Are the floors
and ceilings flush? Tighten the lags through the
floor joists, starting in the center and working
towards each end.
NOTE: When the two sections are In place, aligned
and leveled, gaps between floors or ridge beams,
1 1/2" wide maximum, which DO NOT extend the
full length of the home may be closed up with
plywood or lumber shims. The lag screws in the
shimmed portion may need to be Increased in
length to ensure that they engage both the floor rim
or roof ridge beam with the some penetration as
area's without gap.
5.3.2.10.Now that each half is property leveled and blocked,
and the floors are securely lagged together, you are
ready to move to the ridge beam.
5.3.3. Roof Ridge Fastening. See Figure 5.4 At Wind
Zone 1 And Figure 6.13 At Wind Zone 2 And 3.
5.3.4. End Wall Fastening.
5.3.4.1. Secure the end wall studs, where the two halves
come together, by driving 16d nails every 6" Into
both sides of the matching end wall studs at
Wind Zone 1 (Ref. Figure 5.13 at Wind Zone 2 &
3.)
The home should now be level, properly blocked
and properly and securely fastened together,
CAUTION: Once again, use the level and be
sure that the floor is property level throughout
the home. Many problems will result if the floors
are not level or if the home is not property
fastened together. This is your final check for
level. Adjust the wedges between the blocks
and the 1-beams so that the floor is level.
5.3.5. Shingle Roof Close-Up. (see Figure 5.5)
5.3.6. Interior Closure.
516.1. Carefully remove the ridge beam
supports used to brace the ridge beam
during shipment. Do not damage the
ceiling.
5.3.6.2. Interior marriage column support studs at
each end of open span area must be toe-
nailed together wi',h 16d nails 12" O.C. of
#8 x 4" wood screws at 24" O.C
staggered. (see Figure 5.6).
5.3.6.3. Install the center beam fumished with the
home.
5.3.6.4. Fit and secure carpet. Use your carpe
stretcher. Bond carpet seams with you.
heat bond tape and seaming Iron. Put tht
tape (glue side next to carpet) under th(
seam and apply heat to the top of th(
tape, pressing the carpet Into the glue
(NOTE: You must stretch the carpet ul
to the seam and tack it down temporarih,
until you get the carpet seamed.)
5.3.6.5. Install interior trim moldings, a:
necessary.
5.3.6.6. Adjust for proper operation all cabins
doors, interior and exterior doors on,
sliding or folding doors, as necessary.
5.3.7. Exterior Closure.
5.3.7.1. The house-type exterior lap siding
applicable) needed to close-up the end
has been furnished with the hoax
Starting at the bottom, install each cours
of siding, cutting to fit as necessary (se
Figure 5.7).
5.4. Crossover Connections For MultlSoctio
Homes.
5.41. Utility Crossovers. Connect wale
drainage, gas, electricity, telephone or
utility crossovers as outlined in Chapter t
5.4.2. Ductwork Crossovers. Clamp U
flexible air conditioning and/or heafir
ducts to the sleeves projecting throut
the bottom covering, seal the duc
adjustable collars with several wraps
duct tape, and "s"and them above tf
gmupd. If sleeves are not Installed, c
opening for one sleeve and attach
main duct close as possible djt=%1 and
furnace (see Figure 5.8); oppos
sleeve(s) should be attached to the rM
duct(s) at a point where there a
approximately as many registers forwa
as there are to the rear. Inspect to ins(,
that duct work is not crushed or louchi
the ground and Is as level as possible.
Set-Up Manual - Page 15
FIGURE 5.1 - USE OF WATER LEVEL
PLACEMENT
FIGURE 5.2 - WATER LEVEL
q
Ws \ \
r'ONTA- • - - - WEDGE
MACE AT ANY MwTA1roOND rroaa
1 wet _
E MORTOEVIC
Material to Make Level 'How to Use a Water Lever
Five gallon pall with lid Unroll tubing: Position level where it Is to be
Plastic tubing -100 feet x 318' or 12' used. Take care not to have kink in it, step on 8
Cork -1.12' or lay anything on IL..
MEN barbed filling - 318' x 314'
Check for air bubbles: To remove bubbles;
Steel washer - 718' lower valve below bottom of container and open.
Nut - 314• Close valve when bubbles are out...
Female barbed filling - 31W x 120
Male valve -12' Container location: Located so valve an reach
pipe aslant all areas of home. Build up container so water
Food coloring .8 oE. line In valve and of tubing Is at the
Use RV solvent in aid weather.... predetermined height support devices will be
wt...
Leveling: Secure valve above determined
FIGURE 5.3 - CAREFULLY JACK THE X HALF height and open. Adjust device as needed.
INSIDE I-BEAM UNTIL THE X HALF FLOOR EDGE Close valve and move to next leveling location...
IS ABOUT EVEN WITH THE U HALF FLOOR EDGE. NOTE: Level all support devices before
lowenno home.
EaTEO TT?.
ROLLER 8vETEM
Set-Up Manual - Page. 16
FIGURE GA - ROOF RIDGE FASTENING (WIND ZONE 1)
FIELD
INSTALLED
SHINGLES
ROOESEAMS
FIGURE 5.5 - SHINGLE ROOF CLOSE-UP
RIDGE CAP SHINGLES ARE 36 x 12 CUT IN
THREE SECTIONS, FASTEN WITH MINIMUM
V I.G. GALV. FASTENERS, APPROX. (4)
FASTENERS PER SHINGLE.
FIELD INSTALLED SHINGLES
(1) ROW EACH IIMf
(APPROX Irma)
IW FELT CAP
4 • W . 30 GA (0127 YIN) DAM GPM FASTEN TO
RAFTERS AT EACH END OF ROOF AND EVERY fR
FASTEN NAM (4) 104 HALT OR (4) It GA t THNY • 2.1?
STARES AT EACH END OF EACH STRAP INTO RAFTLII.
1. INSTALL 150 FELT RIDGE CAP OVER PREVIOUSLY
INSTALLED 4 x 10 METAL STRAPS.
2. ADD TWO ROWS OF SHINGLES AS SHOWN BELOW
OVER 150 FELT RIDGE CAP.
3. INSTALL RIDGE CAP SHINGLES ALONG THE ROOF
PEAK AS SHOWN ABOVE BEGINNING AT EITHER END
OF THE ROOF AND OVERLAP EACH PIECE APPROX. 60.
NOTE:
RIDGEBEAMS
SHINGLE FASTENING DETAIL
1' z 1' x /6 GA (MIN) GALV. STAPLES 12B
0.407 x 1' x 12 GA. (MIN) ROOFING NAILS
(4 PER SHINGLE, MIN.) ® WIND ZONE 1
(6 PER SHINGLE) G WIND ZONE 2 AND
X•V+/•1'
Y 1' FROM END OF SHINGLE
r R RM• FROM EDGE OF SHINGLE
FASTENERS ARE NOT TO BE ABOVE TAR STRIP
OR BELOW RAIN SLOTS
WHEN SHIPPING STRAPS ARE REMOVED
FROM THE ROOF THE NAIL OR STAPLE
HOLES MUST BE SEALED WITH A ROOFING
CEMENT. LIFT THE SHINGLE TAB WHERE
THE HOLE IS AND APPLY CEMENT ON THE
UNDER SIDE OF THE FASTENER HOLE.
(OR FOLLOW INSTALLATION INSTRUCTIONS ON SHINNE%%P' R)
Set-Up Manual - Page 17
WAND ZONE 1 YANG ZONE 2 S 2
TYPICAL SHINGLE TYPICAL SHINGLE
4-FASTENERS 64ASTURM
FIGURE 5.6 TYPICAL FASTENING AT MARRIAGE WALL COLUMNS
INTERIOR MARRIAGE WALL COLUMN SUPPORT STUDS
(AT EACH END OF OPEN SPAN AREA)
TOE NAIL TOGETHER WITH 18d NAILS 12' O.C.
OR 8 8 z 4' WOOD SCREWS AT 24'0.C. STAGGERED
\_ HOME CENTER LINE
FIGURE 6.7 - FIELD APPLIED HORIZONTAL LAP SIDING
Step 1- Pradasten ridge vent base to roof with
shipped loose 1 3140 rooliing nails each skis. (SHIP LOOSE)
RIDGE VENT
Step 2 - Install Rkigs ap shloglee Over Fkige vent SHINGLES
bass and fasten to each trust at each skis with
sho W loose 1314* corrosion resistant nails. DECKING
(OPTIONAL) RIDGE VENT
INSTALLATION
INSTALL SIDING PER FOLLOWING DETAILS A THROUGH E ON PAGE IS
r OR FOLLOW MANUFACTURERS INSTALLATION INSTRUCTIONS
WINDOW O DOOR INSTALLED
INSTALLED PORCH LIGHT vm J RAIL
VAIN J RAL
AROUND INSTALLED
HOME INSTALLER TO
REMOVE ALL PLASTIC
COIINER TRANSIT PROTECTION
JII SHEETING USED FOR
TRIN -
INSTALLED
CORNER
TRIM
INSTALLED
DOUBLE-SECTION HOMES WITH HORIZONTAL LAP SIDING MAY BE SHIPPED WITH NO
SIDING ON THE FRONT AND REAR END WALLS. THE FOLLOWING ITEMS WOULD BE
INSTALLED: DOORSAMNDOWS TRIMMED WITH J-RAIL; CORNER TRIM; AND COVER
WITH PLASTIC SHEETING FOR TRANSIT. ALL SIDING, STARTER TRIM, FASTENERS AND
VENTS WILL BE SHIPPED LOOSE IN THE HOME FOR INSTALLATION ON SET UP.
HOME INSTALLER TO COMPLETE INSTALLATION AFTER HOME IS SET UP. THIS WOULD
INCLUDE THE INSTALLATION OF ROOF VENTS, IF REQUIRED.
Set-Up Manual - Page 18
FIGURE 5.7 (CONTINUED) LAP SIDING INSTALLATION
Apply a 2' wide strip of dud tape at the marriage joint of the
94COMECTLY CORRECTLY INCORRECTLY endwalls for the entire height of the walls. Apply the dud
APPLIED APPLIED tape directly over the sheathing.
The siding panels should be attached using 7118 IF 1 12' IT
18 gauge galvanized steel or aluminum staples. (8d
galvanized nails may also be used.) Staples should be
DETAILA driven so that there Is a 1132' clearance between the siding
aTAGOERPANELS and staple crown to allow some lateral movement. Fasten
As ,, every 18' to each stud. See Detail A for proper fastening.
DETAIL B
LUM ANGLE FOR CUT 2 SCRAP
PIECES OF
aWWO
- PATTERN FOR
ANOLK
DETAIL C
J.TRaF
r(OPROx)
t? Yid
MEATIER
lTRN
.C
ALL ?URI° TRIM
DETAIL D
FIGURE 5.8 CROSSOVER DUCT INSTALLATION
FURNACE
DUCT
Snap the bottom course of siding Into the starter strip and
fasten to the wall. Leave a 114' space at comer posts and'J'
channels around window and door openings to allow for
expansion. Do not fasten within 4' of an accessory. Vartial ,
butt joints in panels should ovedap 1'. Do not fasten the
panel within 4' of the joint. Install vinyl, aluminum, fell or
other suitable material for flashing at bottom comers of doom
and windows per Detail E. Apply caulk around siding and
light blocks, water faucets, or other small penetrations.
Install successive courses similarly to the first. Butt Joints In
adjacent courses should be offset by at least 24'. Joints In
alternate courses should be aligned vertically (see Detail B).
Panels will have to be cut at headers and sills. A single
panel should extend without joints across the width of the
opening. When cutting a panel at a sill, measure the
di5tana between the bottom of the opening and the top lock
of the hover course, then deduct 1/4' (see Detail C.)
Slide the cut panel Into the under sill trim and install. Note
that the undersill trim piece may have to be furred to
maintain the proper pitch of the aiding.
Measure and cut the header panel in the some manner as
Indicated above.
The lop sections at the gable will need to be angle cut. Use
two scrap places of siding to make a pattern (see Detail 0).
Interlock one plea with the siding panel below. Hold the
other place on lop against the gable. Mark a line on the
bottom piece and cut. Use this plea as a pattern for c Ating
gable pieces. Install the gable pieces by Interlocking with
the lower Course, sliding into the gable 'J' rail and fastening.
DUCT ADAPTER
AS POSSIBLE
USE ADEQUATE DUCT SUPPORTS AT
LEAST EVERY 10 FEET TO PREVENT
GROUND CONTACT WIN CLEARANCE
TO GROUNO TO BE r)
IC FI EXXILC 1 W SULATEOI CROSSOVER
DUCT WI OPERM MAX VAPOR BARRIER
Set-Up Manual - Page 19
5.5. Tie Down Requirements For Single And Multi designed is not recommended. (See data
Section Homes. plate.)
5.5.1. Anchoring Instructions. After blocking and leveling, 5.5.2.3. Flood-Prone Areas. Installation of our
the Installer should secure the home against the wind manufactured homes in food pron6 areas are
bads. The type of installation determines how this not recommended. Foundation
should be done, as follows: considerations are discussed In section 4.3.1
and the FEMA document referenced In
CAUTION! In order to avoid electrocution and the Paragraph 4.4.3. Unconventional anchorage
possibility of damage to underground services, prior to and tiedowns often are needed In designing
digging for the purpose of searing anchors, make and constructing the special elevated
sure that the location of underground electrical cables, foundations that may be required In flood-
gas lines, sewer lines, and water lines are clearly prone areas. Consult a registered
marked above ground, professional or structural engineer.
5.5.1.1. Number And Location Of Anchors. Select the 5.6. Installation Of On-Site Attached
number and location of straps and anchors from the Structures. Design all attached buildings
chart and diagram of Figure 5.9. Only listed and and structures to support all of their own live
approved ground anchors capable of resisting at least and dead loads, and to have fire separation
the minimum loads given In the chart must be used. as required by state or local ordinances.
5.5.1.2. Installation Of Anchors. Tie down systems are 5.6.1. Attached Garages. Attached garages must
designed using anchors with minimum working be Installed according to the manufacturer's
capacity of 3150 lbs. Installation of anchors (angle, instructions and to all applicable local codes.
stabilizer plates, type of soiling, ...) should be per They must be supported Independently of the
anchor's Installation Instructions. factory-built portion of the home. Electrical
circuits in garages should be provided with
Install the anchors at the locations selected from
ground fault Interruption.
Figure 5.9 and 5.10 at Wind Zone 1 and Figures 5.11, 5.6.2. Porches. Site-constructed porches must be
5.12 and 5.13 at Wind Zones 2 and 3. When constructed and Inspected according to
connecting more than one strap to a single anchor, applicable local building codes. They must be
lining the shaft of each anchor between the two straps
'
supported
of the factory-built
is recommended (refer to anchor
s installation portion of f
p.
the home.
Insbuction.)
5.5.1.3. Tie-Down Instructions. Because high winds can 5.6.3. Steps, Stairways And Landings. Steps,
occur anywhere, the home should be "lied down to stairways and landings must be constructed
the ground in order to withstand sliding and/or and inspected according to applicable local
overturning. See Figure 5.9 and 5.10 for anchor and building codes.
be down strap at Wind Zone 1 and Figure 5.11 5.6.4. Skirting. Skirting installed around the home
through 5.13 for anchor and be down strap must have non-closing vents located at or
requirement at Wind Zone 2 and 3. Vertical ties or near each tamer and as high as possible to
straps positioned at studs are available as an optional cross-ventilate the entire space under the
Item for additional stability in Wind Zone 1 (standard at home. Open vent area must be equal to at
Wind Zone 2 and 3). When provided, attach to ground least one square foot for every 150 square
anchors with 3,150# minimum rating. feet of the home's floor area, and this area
Severe Climatic Conditions.
2
5
5 must be further increased when insect
.
.
. screens, slats, etc. are used over the open
vent area. In freezing climates, Install skirting
5.5.2.1. Freezing Climates. Be sure anchor augers so as to accommodate 1-2 Inches of frost
are installed below the frost line. During heave uplift in prevent budding of Ifao
period of host heave, be prepared to adjust be
Take care to insure that rainwater cannot be
tension on the straps to take up slack channeled or trapped between the skirting
5.522. Severe Wind Zones. Installing your home in and siding, and that normal movement of
sidin
is not rep
;tact
any zone that requires greater wind-resisting g
,.
.
capabilities than those for which it was
Set-Up Manual - Page 2 0
FIGURE 6.8 - WIND ZONE 1 TIE DOWN REQUIREMENTS
MAXIMUM
STRAP ANCHOR MIN ANCHOR
METHOD WORKING SPACING
CAPACITY ZONE 1
SINGLE
STRAP 7150 LOS. 1w.
FRAME I-BEAM
--r--_F --i---r-
O O O O o
O O O O O
- } ERAME FEEAM -
MCUOR
-? --'T---- - I--- f
O O O O O
DOUOUWlDE
Set-Up Manual - Page 21
0 .
rd' MAXIMUM TO' MAXIMUM
6WArME
T-0W MAXIMUM TQ MA%IMUM
FIGURE 5.10 - WIND ZONE 1 TIE DOWN INSTRUCTIONS
APPROVED
TlLOWNN
STRAPS
3W To 5W
?a
ANCHOR
APPROVED TIEdOYM
atwv3
30' TO 4r
ANCHOR
• NO ADDITIONAL STRAPS AT
INSIDE MM LOCATIONS
ARE REQUIRED.
HOME
?!?.. ?6IS NAW
PIER PIER
BLoCWW BLOCKING
DouRt I;WoE
CROSSMEMBER REAM
PIER
BLOCXW0
eiN_yw,y? -
APPROVED TIE00W N
sTRAPs
?w• To m
s?
ANCHOR
CENTERLINE BLOCKING FOR CLEAR SPANS
APPROVED
THE4WM
STIWS
30• TO 50'
-I,
ANCHOR
NOTE. FRAME AND MARRIAGE NULL
BLOCKING INSTALLED WITH HOLES
VERTICAL
SEE TABLE 4.1 FOR TYPICAL
PIER CONSTRUCTION.
FACTORY INSTALLED HURRICANE STRAPS
(MEN PROVIDED DUE TO MARRIAGE WALL
A
DESIGN) TO BE TIED TO AN ANCHOR WITH A
3150 MIN RAT14M ANCHOR
_?
'k IAL_S p"
1. Other methods approved by local building authorities may be used. '?i?sIONAI)nF?v`%',
2. Steel anchoring equipment exposed to the weather shall be protected with at least 0.30 oz. of zinc per square foot of steel.
3. Anchoring equipment shall be capable of resisting an allowable load of 315011 and should be certified by a registered
professional engineer or architect to resist these Specified forces in accordance with testing procedures In ASTM standard
specification D3593.91, standard specification for strapping flat steel and seals.
4. Anchors 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 of diagonal tie and/or vertical tie loading and angle of anchor
Installation, and type of toll In which the anchor Is to be installed.
5. Ground anchors should be Installed to their full depth and embedded below the host line and be at least 12• above the
water table.
5. Tledowns must start no more than 2'•0• from each and of unit (i.e. open end anchorage). Protection shall be provided at
sharp comers where the anchoring system requires external straps or cables. In all eases, no exposed part of anchoring
system shall protrude past edge of floor.
Set-Up Manual - Page 22
w .. .
FIGURE 6.11- WIND ZONE 2 & 3 TIE DOWN INSTRUCTIONS
INSTALL HUMCJINE STRAPS (VERTICAL A DIAGONAL) PER
DETAR •A' ONLY AT AREAS YMERE ANCHOR a STRAP
INSTALLATION DIRECTLY UNDER SS)EWALL IS NOT
POSSIBLE out! TO CUT FLOOR AT ENDS (02M
CORNERS) OR RECESSED ENTRY AT SIDEINALL
DETALW %t ARUwr'
SEE TABLE FOR MINIMUM A MAxSAN
HEIGHT (FOR PIER HEIGT SUBTRACT THE
HEIGHT OF HEM)
SW
?./ aTM?A
22 TON
'ANCHOR 22 TO SO
L J mur/MN'
I Ld r,1 r`
0R!OE
-
2ZONE i ? I
• ANCHOR TO BE RATED 21 NO
TOTAL FOR BOTH STRAPS
(INSTALL PER MANUFACTURERS
/-_?_INSTALLATIONINSTRUCTIONS)
SEE TABLE FOR
IAAxaNM HEIGHT
HEIGHT SUBTRACT
OF HEM)
YANG ZONE 2
FROM ? /
L:1101RID r,1 ?
J
I- STRAP ANGLE I -
-
ANCIgR• 22TONpwwOZONE2
22 TO SO 0 WIND ZONE 2 ' ANCHOR
MIN. 6 MAX. HEIGHT FR OM GROUND (SEE ABOVE) WIND ZONE
WIDTH ZON
75.1121BM SP E2 ZON
9 s•112' BM SP )S--1Q• all sP ES
9a55*BM SP
12' 14' TO 36* -
- 14' 19* TO 480 5 1 4
- 15, 21' TO 54' 19" TO 62*
4
161 23' TO 59* 21" TO 68' 12* TO 52*
4' IXTO 32* A 12' TO 38* /
FEE 120 12' T
, 12" TO 58' 17 TO 64* - 12* TO 5o,
STRAP ANGLE
22TO410~20NE2
22 TO SO 0 NAN0 ZONE 2
1, Vertical ties are required In addition to frame
tiedowns. Frame tiadowns and anchors are not supplied.
Z Steel anchoring equipment exposed to the westher
Shall be protected with at bast 0.30 oz. of zinc per
square foot of steel.
3. Anchoring equipment shall be capable of resisting an
allowable load of 31500 and should be certified by a
registered professional engineer or architect to resist
these specified forces in accordance with testing
procedures in ASTM standard specification 03593.91,
standard specification for strapping flat steel and seals,
4. Anchors 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 of diagonal tie and/or
vertical tie loading and angle of anchor Installation, and
type of soil in which the anchor Is to be installed.
S. Ground anchors should be installed to their full depth,
and embedded below the frost line and be at least 12•
above the water table and
t. Tiedowns must start no more than 2'-V from each
end of unit (i.e. open and anchorage).
7. protection shall be provided at sharp comers where
the anchoring system requires external straps or cables.
9. In all cases, no exposed part of anchoring system
shall protrude past edge of floor.
9. Design based on 7512' or 9912' I-beam spacing 8
a maximum sidewall height of 7'-8•.
Set-Up Manual - Page 23
FIGURE 5.12 - LONGITUDINAL TIE DOWN DETAIL
(WIND ZONE 2 AND 7)
awN LeEAM I
II AMLElfdCE ALTERNATE TEDOV
C1TRM • EEE a[LOA
W,..... r 11
S' Im w a1A1MM TRDgW ee1AAa Pa srACNO ' /
LONOITUOWAL TEDOVM CANES
SEE BELOW FOR REOUNEMENTS
?- -
WJN MEAN I
?
II CALTERNATE TEDONN II
AW
EA ISTRM. SEE BELOW
Y
M
H
QQlJHLE- =1=
- I
Fr -MANIaLAM= _ _I_
atAN LaUVA I
?I
ALTERNATE LONGITUDINAL TIE DOWN DETAIL
LONORUONAI
TIEDOVMCI=I I I 'A'
L T J
1 Wote
LEVEL
RL TO SUPPORT
EYEBOLT,
NUT E WASHER
NOT NCLUOILD.
STRM
NT
FROM OR REM
CROSSNIEMeEA
R[AR
FROM OR REM FROM OR REM LOCATE STRAP NOT MORE TIWr 1'd FROM
CROSEMEMSE01 OF NaT INSIDE OF MAW REAMS
[DG! OF ?--y
EDGEOF
MAN NFANI sIDEWALL SINGLE I I iDEYML
MANI W MNN NEA I
LONGITUDINAL aEW ?DOUOU
TEDOYM STRAP I "'1 'A' L HAD!
I °"01"10 -11 _ , j NOW
WOUND r, FRONTORREAR
LOCATEANCHOR eACNFROMENOOF LEVEL I I CROSSMEMSER I iGROUND LEVEL
UIIRA DISTANCE APPROXIMATELY EQUAL
Wa1110 TO SUPPORT HEIGHT STRAP STRAP
ANCHOR ,A,
1 _ . _ . . . _ . . . . . . . _ . . . . . . . . . . _ . . . . . . . .
Notts:
1. Longitudinal UsEwna, when required, an in addition to diagonal tis4owna along the
main beams. Locate anchor back from each and of house a distance approximately equal
to tit support height.
It,
2. Ground anclora, straps, and cables (Including eyebolts, nuts, etc.) shag be capable of
resloting an ultimate bad of 47251bs. (3150 lbs. design load). Instal ground anchor
In aoaord&no@ with the anchor manufacturer's Installation Instructions.
2. Anchor system subMd to local kapeNon at fire of Installation.
4. Other rtalhods approved by local suthonges having (urlsdiction may be used.
LorgltuEInal tiedown regUYamenls (home length given as box site. not including hich): fill L
Si glewides:
Wind Zone 2 • homes less than W brg, 2 tledwns In front, 2 tkdwns in rear. Homes 50' or longer no liedwns required. See note 1.
WVId Zone 3 - Instal2 tledowns in font, 2 lledwns in rear for all single 6 double wide homes. Sea note 1.
Doublewides:
WEnd Zone 2 • Aortas lose than 55' long, 2 0edwns N font, 2 tlodowns In rear. Homes 55' or longer no tiedwns required. See note 1.
W nd Zone J • Instal 2 tlodowns In Irml, 2 OMwns in rear for as single A double wide homes Saa rota 1.
STANDARD ANCHOR
INSTALLATION
FRONT OR
REM OF
MAW 14EAM
Set-Up Manual - Page 24
FIGURE 5.13 - ROOF RIDGEIFLOOR FASTENING
ANDTIEDOWN REQUIREMENTS FOR .
WIND ZONE 2 3 AT MARRIAGE WALLS
ENDwALL AT CENTERLINE
M. r SCREWS AT r oc rwAx)
ATZON!2ANO
6A? oC OW)
AT ZONE I
(MAY BE TOED)
ANCHOR
COLUMN STUD
Tftfn
AIE Ir I Ir
r ANGLE MACH HALF)
WHEN SPECIFIED IS ON
OPPOSITE BIDS OF PIER AT
COLUMN
NOTE POSITIONWO OF
ANCHORS FROM EACH
OTHER TO BE PER ANCHOR
INSTRUCTIONS.
ALT. #1
CENTERLINE
STRAP DETAIL
(SEE NOTE 02)
]/8- X S- Lag
Scrtr0
(Pre Drill)
11Y OC Zone 2
14.OC Zone 2
(Staggered)
ANCHOR -BCE DETAILS BELOW
COLUMN STUD
FACTORY ?
.. BOTTOM RATE
INSTALLED ?
?
O Mya I-1W
HURRICANE
STRAP 1 FOR
? : TYPICAL PIER
., ON
Iv V
NE
STPAAPISREOU*tED
ON EACH HALF AT
SAME ANCHOR
31WIMIN LOCATION, BOTH
ANCHOR - STRAPS MAY
CONNECT TO ONE
DOUBLE HEADED
ANCHOR.
Notes:
1. Marriage wall anchors to be rated at 31508 minimum capacity (47258 ultimate).
snIOs
COLUMN
RY
JOISTS
ALT. 02
CENTERLINE
STRAP DETAIL
(SEE NOTE #2)
2. Optional angles or 1-1/2'x 1.12' x 11 ga. (min.) steel angle with two (2) 7118' du, hobs 314' minimum from each end and 2'
to 3' between hole canters. Angle Is tagged to antadine joist with (2) Y11' x 3-12' lags. Maximum opening at Zone 2 for 1 set t
angles a 23.11*; maximum opening at Zone J for 1 set of angles • 17'-S'; N optional angles are used, angles are required Bt al
column batons.
Set-Up Manual - Page 25
. 6,7 -t PROTECTION OF WINDOWS & SLIDING GLASS DOORS BY HOME OWNER
Exterior
Siding
For homes designed to be located in Wind Zones 2 & 3, the homeowner should Install shutters or
equivalent covering devices. It is strongly recommended that the home be made ready to be equipped
with these devices with the following recommended methods:
a) Window clips - Optional aluminum clips may be provided with certain windows. The clips are designed
to hold the protective plywood In place. If your home is equipped with this type of window, the Instruction
for attaching the plywood and the clips will be shipped with your home. For plywood type and attachments
follow the Instructions provided to you by the window manufacturer. If clip attachment and plywood
specification are not provided, use Table 5.1 below for plywood and the figure shown below for a typical
application of this type of protective covering.
Wall studs
Aluminum clips
Plywood as per window
manufacturer specifications
b) Direct plywood attachment - If your home is not equipped with any of the previous types of protective
window covering provisions, then the following Instructions apply to your home. This type of wind storm
protective window and door covering is plywood Installed over the window and doors. Plywood is to be
bolted to the window frame with a 0.19' dia. bolt with 5/8' washer, and a common nut. The bolts are
spaced 8' on
center along the long sides of the window frame. Holes will have to be predrilled Into the window frame.
Use plywood listed in table below for the application of this type of window covering. For doors, sliding
glass doors and windows without flange, remove mounting screws holding the door or window frame to
exterior wall. Place the required plywood (from table below) over the door or window framing and fasten
the plywood and framing back Into the wall studs through the same holes in the door or window frame.
Use 984' screws 8' O.C. for windows, and *8x4' screws 6' o.c. for sliding glass doors. See Figure 5.14
for a typical application of this type of protective covering.
MAXIMUM
WINDOW
SIZE Table 5.1
WIND ZONE
2 3
PLYWOOD TYPE REQUIREMENTS
14.5' 3/8' APA rated ply. 20/0 span ratio 3/8' APA rated ply. 2010 Span ratio
24.5' 3/8' APA rated ply. 24/0 span ratio 112' APA rated ply. 32116 span ratio
30.5' 518' APA rated ply. 32116 span ratio 5/8' APA rated ply. 4020 span ratio
36.5' 5/8' APA rated ply. 4020 span ratio 7/8' APA rated ply. 4824 span ratio
40' 7/8' APA rated ply. 4824 span ratio 3/4' APA rated ply. 4824 span ratio
46.5' 3/8' APA rated ply. w/wood framing 318' APA rated ply. w/wood framing
72' 3/8' APA rated ply. w/wood framing 3/8' APA rated ply. w/wood framing *
See Figure 5.14 for wood framing construction
Set-Up Manual - Page 26
FIGURE 5.14 • PROTECTION OF WINDOWS AND SLIDING DOORS BY HOME OWNER
.018 dwrl.w boa with US' washer and
Common nA at e• Be.. (mAKknum) Wind
Zorw 2 S S' a d(ma.Mnxn) at W nd Zone
$a t. o. 1 x ecir char beMwn boa head and
kanbw
a" i
TDW - VAndow hamE
51 Plywood him table 51 (pope 2e)
=?, 1 x lumbar (any grade SPF)
n.woao rAG BECTON as ,
/ 212 ANY GRAM FASTEN TD:
DaAar 4"s a EACH WTanstcri N
Ix
EUEIaEit \
FLYWODO PER WINDOW SmNO CHART
•a a r WOOD
SCREWS a r
O c.
2 a a 82 SPF Ir O.C. LAID FIAT
FOR wJ r OR LARDER VA OOV
N a t fir WOOD SCKM as
RECE"4 MEMBER
SEE NOTES BELOW
DOOR FRAME WALL ST OS
arwooo 'tea
scREws r
O C ID4e it1
FRAMWO
BOX OW FOR AMY MIOT11i ON DOOR
SECTION AA
Notes:
q 3/8' plywood APA rated exterior sheathing with 20/0 span rating
2) Locate plywood seam over 2 x 4 member
J) Fasten plywood to 2 x framing members with lull PVA white glue and
6d nails or e8 x 2' screws @ 6' o c. all around
Set-Up Manual • Page 27
Donn 512E
{}---SEE TABLES 51
?s Chapter 6 - Installation of
Optional Features
6.1. Awnings And Carports. Choose free-standing
products with columns to support their weight.
6.2.
6.3.
6.3.1.
6.3.2.
Accessory Windows, Install accessory windows
or components with the Installation materials
supplied, and follow the manufacturers installation
Instructions.
Miscellaneous Lights And Fixtures
NOTE: Circuits must be turned off to eliminate the
risk of shock.
Some exterior lights, ceiling fans and chain-hung
fixtures may not yet be installed when the home is
delivered. All of these fixtures must be grounded
by a fixture-grounding screw or wire. For chain-
hung fixtures, use both methods. When fixtures
are mounted on combustible surfaces such as
hardboard, install a non-combustible ring to
completely cover the combustible surface exposed
between the fixture canopy and the wiring outlet
box. If siding has not been installed at a fixture
location, remove the outlet box and install the
siding with a hole for the outlet box. Then reinstall
the outlet box and proceed as for other fixtures.
Exterior Lights. Remove the junction box covers
and make wire-to-wire connections using wire
nuts. Connect wires black to black, white to white
and ground to ground. Caulk around the base of
the light fixture to ensure water tight seal to the
sidewall. Push the wires into the box and secure
the light fixture to the junction box. Install the light
bulb and attach to the globe. Refer to Figure
6.1(a).
Calling Fans. Follow manufacturers installation
Instructions. To reduce the risk of injury, install
ceiling fans with the trailing edges of the blades at
least 6'4" above the floor (see manufacturers
Instructions). If no Instructions are available,
connect the wiring as shown in Figure 6.1(b) (max.
35# ceiling fan).
FIGURE 6.1- INSTALLATION OF EXTERIOR LIGHTS
codmv
a"
Cob cadw%*$a fravN Me
NM" I fA . Sfrana
Oro" Nti
W" 11" I Airxign Box
Obw
Nommnbuwtl.
wa Ix?wr.a)
6.3.3. Whole House Ventilation. Your house is
equipped with one of the following to introduce outdoor
air to interior environment.
A) Fresh air through furnace. (Philips-Ventline)
How It works-
When the furnace air Grculator Is ON, a negative
pressure (suction) is created in the furnace plenum.
This suction draws in fresh air which Is mixed with the
return air from the room, and distributed through the
home duct system. The fresh air supply to your
home may be energized at any time by switching the
furnace control (or thermostat control, if so equipped)
to ventilation.
B) Fresh air by an exhaust fan.
How it works:
Inside air Is exhausted outside by a mechanical fan
allowing fresh air in through the lowered grill installed
in exterior wall. Exhaust fan is operated by a manual
switch.
6.4. Telephone And Cable TV. CARELESS
INSTALLATION OF THE TELEPHONE AND CABLE
TELEVISION LINES MAY BE HAZARDOUS. The
walls and floors of your manufactured home contain
electrical circuits, plumbing and duct work Avoid
contact with these home systems when drilling
through and placing cables within these cavities. Only
trained professionals should handle such work
FAILURE TO FOLLOW THESE INSTRUCTIONS
MAY RESULT IN SERIOUS PERSONAL INJURY
OR DEATH. Figure 6.2 shows one procedure for
telephone crossover connections in multi-section
homes.
FIGURE 6.2 - TELEPHONE WIRING FOR MULTI-
SECTION HOMES Ndw
n Co r bko
b bLw, IW b rK
YOM IQ Yom.
?Fvmnwqvmn
2)DOM mot"
4 Cona tea. rNMarw«.
F7 C.d. 1. a) bxwr to sal e
o rrxM x.b ft
mxrem. ern
eo w, ury drrrrl bd
_ ph". pw ft
mrM who b
j M" H
L comWxn
RW UR SaDkh Lock
Cows" (TYP)
r"nr" Yovx.p
sa..
room Croxtl
Me
a) Exterior Light Fixture b) Chain hang fixture or cmbng fan (350 max )
Set-Up Manual - Page 28
7. Chapter 7 - Preparation of
Appliances
7.1. Clothes Dryer Vent. Your clothes
dryer must exhaust to the exterior of the home,
or of any perimeter skirting installed around it
through a moisture-lint exhaust system, as
shown In Figure 7.1 IMPORTANT. DO NOT
LET THE EXHAUST SYSTEM END UNDER
THE HOME WHERE EXCESS MOISTURE OR
FLAMMABLE MATERIAL CAN ACCUMULATE.
Install a flex duct after the home is set up at the
site. The access for the dryer vent is located
under the home In the bottom board at the dryer
location (bottom board is taped and marked with
paint or colored tape for access). Hold the duct
In place with metal straps spaced 2' on center
secured to the bottom of the floor joists or frame.
Vent openings are located in either the wall or
the floor. After the duct is Installed, seal the
openings, both inside and outside. Follow the
dryer manufacturer's Instructions for Installing
the exhaust system.
If your home did NOT come equipped for a gas
dryer, remember that installing one requires
substantial alteration to the home. You must
provide gas supply piping and adequate venting
as specified by the gas dryer manufacturer.
Only a trained and experienced person should
install a gas dryer. Cutting major structural
elements (such as rafters or floor joist) to allow
for gas dryer Installation is not permissible.
Home manufacturer is not responsible for any
weakening of the home's structural soundness
resulting from dryer installation.
NOTE: Some dryer manufacturers require that
metallic duct be connected to the dryer and
vented through floor and or sidewall.
7.2. Comfort Cooling Systems. Only
qualified personnel may install any comfort
cooling system not provided with the home.
Follow the manufacturer's Installation
instructions and conform to all local codes.
7.2.1. Air Conditioners. The air distribution
system of this home has been designed for a
central air conditioning system. Equipment you
install must not exceed the rating shown on the
home's compliance certificate.
The home's electrical distribution panel may
contain optional factory installed circuits (Figure
7.2) for air conditioning. The maximum full bad
amperes draw for the desired air conditioning
unit must not exceed the crcuit rating shown.
On the other hand, electrical circuits within the
home may NOT have been sized for additional
load or non-factory-installed air conditioning, and
a separate outside electrical supply may have to
be provided.
Any field-installed wiring beyond the junction box
must Include a fused disconnect located within
sight of the condensing unit. The maximum fuse
size is marked on the condenser data plate.
Local codes will determine the acceptability of
the air conditioning equipment rating, location of
disconnect means, fuse type' branch circuit
protection, and connections to the equipment
"A" coil air conditioning units must be compatible
and listed for use with the furnaces in the home.
Follow the air conditioner manufacturer's
instructions.
If a remote (self-contained, packaged) air
conditioner (cooling coil and blower located
outside the home, Figure 7.3) is to be connected
to the heating supply duct, install an automatic
damper between the furnace and the home's air
duct system, and another between the remote
unit and the home's air duct system. Secure the
duct system leading from the remote unit to the
home and do not allow it to touch the ground.
Insulate ducts with material of thermal
resistance (R) no less than 4, and a Penn rating
of not more than 1 perm. Connect the duct
carrying air to the home to the main duct at a
point where there are approximately as many
registers forward of the connection as there are
to the rear. Locate the return air duct in the
center of the home.
Do not cut or damage floor joists. Returnair and
supply ducts are sized to fit between floor joists.
Replace insulation removed during the
installation, and seal the bottom board around
the duct connection.
Set-Up Mamial • Page 29
Direct all condensation runoff away from the home by
connecting a hose to the equipment runoff outlet or
other means specified by the equipment
manufacturer.
7.2.2. Heat Pumps. Install heat pumps according
to the heat pump manufacturer's installation.
7.2.3. Evaporative Coolers. Install a roof-mounted
cooler following the manufacturer's instructions.
7.3. Fireplace Chimneys And Air Inlets.
Fireplaces require on-site Installation of additional
section(s) of approved, listed chimney pipe, a spark
arrestor and a rain cap assembly. See Figure 7.4.
7.3,1. Minimum Extensions Above Roof. To
assure sufficient draft for proper operation, extend the
finished chimney at least 3' above the highest point
where it penetrates the roof and at least 2' higher than
any Wilding or other obstruction located within a
horizontal distance of 10'. If the site has obstructions
extending higher than the home's peak within 10' of
the chimney, the installer may have to provide an
additional section of chimney pipe If required by local
codes.
7.3.2. Required Components. The required
components of a correctly-installed chimney are as
Shown in Figure 7.4.
FIGURE 7.1 • DRYER
EXHAUST SYSTEM
ow&o mm?
Fr.cr 010 wnrd r 6u
CAUTION: INSTALLATION OF
THE EXHAUST SYSTEM MUST
BE IN ACCORDANCE WITH THE
DRYER MANUFACTURER'S
INSTRUCTIONS.
EdW,W road a pwsb4 nd, drnW
CAUTION: THIS EXHAUST
SYSTEM MUST NOT TERMINATE
UNDER THE HOME.
? Ea w
EdWM hood n 0%^* Ord, d? PW
7.3.3. Assembly And Sealing Sequence.
Assemble and seal your fireplace chimney in
accordance with the fireplace manufacturer's
Instructions supplied with the home. Avoid cutting
any roof trusses or floor joists when Installing chimney
pipes or combustion air Intakes. Carefully seal all roof
penetrations to avoid leakage. Periodic Inspections
and resealing of all roof penetrations are required.
7.3.4. Combustion Air Duct Inlets. Combustion
air intake ducts end just below the bottom covering of
the floor. You must extend them to the outside when
your home has a basement or crawlspace. These
added ducts are not supplied, but may be purchased
at your local hardware store. The fireplace
manufacturers Instructions for Installing combustion
air ducts are in the fireplace or with the chimney parts.
Do not allow the combustion air inlet to drop material
from the hearth beneath the home. Locate its inlet
damper above expected snow level, as shown In
Figure 7.4.
7.4. Range, Cook Top And Oven Venting. if
your home is equipped with a combination (cooktop)
rangelgrill or oven that contains its own exhaust
system, route the exhaust so that it does not exhaust
under the home. Connect flexible metallic duct
between the elbow protruding from the floor and the
termination fitting, and support it according to the
manufacturers installation instructions.
Dw dud
Set-( Jr, Manual . Page 30
FIGURE 7.2 - OPTIONAL FACTORY-INSTALLED AIR CONDITIONING CIRCUITS
NOTE. REFER TO NEC AND AIR
CONDmONWO INSTRUCTIONS FOR
INSTALLATION REQUIREMENTS
DISTRIBUTION
PANELBOARD
ITEMS BELOW LINE FIELD
PROVIDED AND INSTALLED
.... FUSED DISCONNECT
ANC11011 BOX / REMOTE
COMDENSRO
UNO
CONDUIT
Note: Electrical connections made to energize
air-Conditioning equipment should be made
only by qualified personnel. The Gompletec
Installation must conform to Article 440 of the
National Electric Code and applIcahle Iota
codes. When the electrical connection it
made at the Junction box, the field Instailatior
wiring beyond the Junction box mus
Incorporate a disconnect (sized in accordance
with NEC Article 440) located within sight o
the condensing unit.
The acceptability of all air-condltioninl
equipment and Its installation are to bR
determined by the local Inspection authorities.
FIGURE 7.3 - TYPICAL INSTALLATION OF SELF-CONTAINED OR AIR CONDITIONING EQUIPMENT
REMOTE AIR CONDITIONING OR HEATING EQUIPMENT
FLEXIBLE DUCT SMALL NOT
Be IN CONTACT WITH THE
GROUND
SINGLE SECTION
AR CONDITIONING
on
HEATING EORPMENT
USE ADE DUCT AT LEAST EVERY UY TO
PREVEN TGRLOUND CONTACTR MNYLRA CLEARANCE To
.
GROUND TO BE 41
AR CONDmONNO
DUCT
FLEXIBLE DUCT SHALL NOT
BE IN CONTACT WITH THE
GROUND
MULTIJECTION
Sel•Up Manual . Page 31
FIGURE 7A • FIREPLACE CHIMNEY AND AIR INTAKE INSTALLATION
ROUIO•TOP ASIEMIlLr
RAIN CAP
IPARKAWITOR WINDOW" TRw"TN
MRITAWAL
Tam eNMMEY w ADAPTER INEMI V n n
DIFFICULTY0
M nJ%8H
TMI MALL PIPE ITORM COLLAR f MAKE NO
LAY FIAT AT ON oN
ETORM COLLAR / ROOF
Sf00T M#dl" L /
FLAMING
. \ tauuula
FIRISTOP THIMBLE \ FLASHING
CRAWL. MACK
DAMPER KINDLE
CLOUD
" jj/ I I "
OPEN
AN I LIT DAMPER KW/0LE
ovlR IAIELKEKT OR
MOVE
SNOW
LIMEL
I
Set-Up Manual • Page 32
8. Chapter 8 - Utility System
Connection and Testing
1. Proper Procedures. Consult local, county or stale
authorities before connecting any utilities. Only
qualified service personnel, familiar with local codes
and licensed where required, should make utility
connections and conduct tests.
2. Water supply.
2.1. Maximum Supply Pressure And Reduction. The
water systems of your home were designed for a
maximum inlet pressure of 80 psi. If you are
located In a water district where the local water
supply pressure exceeds 80 psi, install a pressure-
reducing valve.
2.2. Connection Procedures.
2.2.1. To Supply Mains. Connect the home's water
system to the water source through the inlet located
under the house, usually below the water heater
compartment. A tag on the side of the home marks
its location. The connection is via a single 314 Inch
Inlet beneath the home. A master shut-of full flow
valve must be installed in the water supply line
adjacent to the home; this valve should be a full port
gate or ball valve with threaded or solder joints.
After removing the aerators from all the faucets,
open all the faucet valves and allow the water to run
for 15 minutes, This should remove any foreign
particles left In the line that might cause an
unpleasant taste or become lodged at faucet
washers and cause dripping faucets.
2.2.2. Remove the shipping caps from the crossover
water line connectors, provided with the home, and
install as shown (see Figure 8.2).
2.3. Freezing Protection.
2.3.1. Necessity. In areas subject to subfreezing
temperatures, protect exposed sections of water
supply piping, shut-off valves and pressure
reducers, and pipes in water heater compartments
with uninsulated doors, from freezing. Otherwise,
burst pipes and costly damage may result.
2.32. Use Of Heat Tapes. Heat tape3 (either automatic
or non-automatic) can protect exposed plumbing
from freezing. USE ONLY HEAT TAPES LISTED
BY A NATIONALLY RECOGNIZED TESTING
LABORATORY FOR USE VNTH
MANUFACTURED HOMES, AND INSTALL THEM
ONLY IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTION. Plug the 3-
'Nire, grounded cordset of the heat tape into the
nutlet under the home near the water supply (Figure
P..1) .
FIGURE 8.1 TYPICAL WATER CONNECTION
WARNINGI HEAT TAPE RECEPTICAL IS NOT GFC
PROTECTED. 00 NOT USE THIS OUTLET FOR AN
CONNECTION EXCEPT THE HEAT TAPE.
WASTER SHUT-OFF
VALVE
VMAP VM HEAT TARE
If NECESSARY FOR
LOCAL FREEZING
CONDITION, a. INSTALL
HEAT TAPE N
ACCOROANCETHTH
INSTALLATION
INSTRUCTIONS. HEAT
TAPE IS TO BE LISTED
OR APPROVED FOR
MANUFACTURED HOMI
USE
TO HEAT TAPE
RECEPTACLE
UNOERHOWE
FIGURE 8.2 TYPICAL WATER LINE CROSSOVER
CTION
R THE
MO
INSULATION
CAUTION. If rreezine conditions exist wmP water connector
with insulation. Use water connectors supplied by
manufacturer, where epPICeble.
2.3.3. Freezing Protection For Unoccupied
Homes. If the horse is to be left
unhealed in cold weather, drain the water
lines and blow them dear with
compressed air to prevent damage from
freezing.
2.4. Testing Procedures. Even though the
water system was tested at the factory, It
must be rechecked for leaks at the
installation site. Close all water faucets,
spigots and stool tank float valves, and
use the following procedure:
2.4.1. Hydrostatic. Be sure the water heater
tank is full of water. Pressurize the
system with water at 100 psi, and then
isolate it from the pressure source. The
system must hold this pressure for at
least 15 minutes without any loss. If the
pressure falls off, re-pressurize the
system and locate and correct leaks.
Set- up Manual - Page 33
HOLES N SIDE ME
8.2.5. AnHSlphon Frost-Proof Sill Cock (Faucet) - 8.3.3.
All Materials Provided
8.2.5.1. Locate area on home for installation of faucet. 8.3.4.
8.2.5.2. Remove access panel, cover, etc. underside of
home at this location.
8.2.5.3. Place putty tape material to back side of faucet
(between mounting flange of faucet and home).
8.2.5.4. Position siding wedge between faucet and side of 8.3.5.
home.
8.2.5.5. Insert shaft of faucet through hole provided in side
of home from outside.
8.2.5.6. Position faucet so the outside spout is pointing
down and in a slightly downward angle to the
outside (so it will drain property).
8.2.5.7. Secure faucet to side of home with two (2) #8 or
#10 wood screws (provided). Make sure that
putty tape is between faucet mounting flange and 8.3.6.
side of home to provide weatherproof installation.
8.2.5.8. Remove plug from end of factory Installed tubing.
8.2.5.9. Thread on end of factory installed tubing to end of
faucet tightly.
8.2.5.10. Pressurize water tubing system with air to 100
PSI and hold for 15 minutes. Check field installed
connection at exterior faucet.
8.2.5.11.Remove 100 PSI air from system and fill with on.
site water and again check field installed
connection for water leak.
Replace access panel, cover, etc making sure
the insulation is positioned between faucetnubing
and access panel cover.
8.3. Drainage System.
8.3.1. Assembly And Support if portions of the
drainage system were not installed at the laciory,
all materials and diagrams requxed to complete it
have been shipped as loose derns in the home.
Assemble the drainage system following these
specific Instructions and diagrams. Start at the
most remote end and work toward the outlet,
supporting the piping with temporary blocking to
schieve the proper slope (see Paragraph 8.3.2).
When the entire system has been completed,
Install permanent drain line supports at 4' on
center, as shown in Figure 8.3.
8.3.2. . Proper Slopes And Connector Sizes. Drain
lines must slope at least 1/4" fall per foot of run
unless otherwise noted on the schematic diagram
(see Figure 8.4).
Exception 1/8" fall per foot is allowed when a
cleanout Is installed at the upper end of the run.
Conned the main drain line to the site sewer
hookup using an approved elastomer coupler
(Figure 8.5).
Crossovers. Connect multi-section home
drain line crossovers as shown in Figure 8.6.
Solvent Welding Procedures. The solvent
cement used to connect drain lines must be
compatible with the pipe Installed In the home.
Follow the manufacturer's instructions on the
container.
Protection From Freezing. Fittings in the
drainage system subject to freezing, such as
P-traps In the floor have been insulated.
Replace this Insulation if removed during
assembly or testing. Insulate drain lines
installed below the bottom board in areas
subject to freezing as shown in Figure 8.7. If
the home is to be left unheated In cold
weather, pour an approved antifreeze Into P-
traps at all fixtures and stools.
Flood Level Test Procedure. You must
conduct a flood level test on the completed
drainage system before connecting It to the
site sewer. With the home In a level position,
all fixtures connected, and all tub and shower
drains plugged, connect the drainage piping
system to the site water Inlet and fill the
system with water to the rim of the toilet bowl
through a higher fixture. Release all trapped
air. Allow the system to stand at least 15
minutes. Check for leaks. Drain the system.
Plug all fixtures, sinks, showers and tubs and
fill with water. Release the water in each
fixture simultaneously to obtain the maximum
possible flow in drain piping. Check all P-traps
and the drain system for possible leaks.
Repair any leaks and retest.
8.4. Gas Supply.
8.4.1. Type Of Gas System Furnished With Home.
All gas appliances in this home, Including the
heating system, are equipped for natural gas.
If LP gas is to be used as the gas supply
instead, a qualified service person must
convert the appliances to LP gas following the
instructions provided by each appliance
manufacturer.
8.4.2. Proper Supply Pressure. THE GAS PIPING
SYSTEM IN YOUR HOME HAS BEEN
DESIGNED FOR A PRESSURE NOT TO
EXCEED 14" OF WATER COLUMN (8 OZ
OR 112 PSI). IF GAS FROM ANY SUPPLY
SOURCE EXCEEDS, OR MAY EXCEED
THIS PRESSURE, YOU MUST INSTALL A
PRESSURE REDUCING VALVE. To operate
gas appliances safety and efficiently, do not
exceed the design pressure limitations Fui
natural gas systems, the incoming gas
pressure should remain between 6" and 8" of
S.=I Up Manual • Page 14
water column. For LP gas systems, the pressure
should lie between 12" and 14" of water column.
8.4.3. Orificing For Specific Gases. SPECIAL
ORIFICES AND REGULATORS ARE
REQUIRED FOR EACH KIND OF GAS AND
AT ALTITUDES ABOVE 3,000 FEET. SEE
THE INSTRUCTIONS ACCOMPANYING
EACH GAS-BURNING APPLIANCE FOR
MODIFICATION INSTRUCTIONS. BEFORE
MAKING ANY CONNECTIONS TO THE SITE
SUPPLY, CHECK THE INLET ORIFICES OF
ALL GAS APPLIANCES TO ENSURE THEY
ARE CORRECTLY SET UP FOR THE TYPE
OF GAS TO BE SUPPLIED.
8.4.4. Crossovers. Install the gas line crossover in
multi-section homes as shown in Figure 8.8
before performing any system tests or
connecting the system to the gas supply. All
crossovers and fittings must be listed for
manufactured housing exterior use and be
properly sized. Do not use tools to connect or
remove the flexible connector quick disconnect.
Flex connector with shut off valve when used
must be listed for outside use. Shut off valve
(nondisplaceable rotor type) must conform to
ANSI 2.21.15 - 1992.
8.4.5. Testing Prior To Connection To Mains.
Even though the gas system was tested at the
factory, it is essential that it be rechecked for
leaks at the site. DO NOT APPLY PRESSURE
IN EXCESS OF THOSE SPECIFIED BELOW
OR YOU MAY DAMAGE GAS VALVES
AND/OR PRESSURE REGULATORS.
Conduct the following lest prior to any gas line
connection to main supply hook-up..
8.4.5.1. Test Of Gas Appliance Connections. Close
all gas equipment controls and pilot light valves
according to the Individual gas equipment
manufacturer's instructions. Assure that gas
shutoff valves for all gas equipment are in the
OPEN position. Attach a pressure gauge
calibrated In ounces at the home gas inlet.
Pressurize the system with air to at least 6 oz.
and no more than 8 oz. Check all gas shutoff
valves and flex line connections to valves and
appliances for leaks, using soapy water or
bubble solution. DO NOT BUBBLE CHECK
BRASS FITTINGS WITH SOLUTIONS
CONTAINING AMMONIA. Repair any leaks
found and retest. Close all equipment shutoff
valves upon completion of testing.
8.4.6. Connection Procedures. Inspect gas
appliance vents to ensure they have been
connected to the appliance and make sure that
roof jacks are Installed and have not come
loose during transit Have the gas system
connected to the gas supply only b
authorized representative of the gas comp,
8.4.7. Gas Appliance Start Up Procedures. O
a time, open each equipment shutoff Light pilots and adjust burners accordir %
each appliance manufacturer's Instruct
MAKE SURE THE WATER HEATEF
FILLED WITH WATER BEFORE LIGH'
ITS PILOT. Check the operation of the fur
and water heater thermostats and set the
the desired temperatures.
8.5. Heating Oil Systems. Homes equipped
oil burning furnaces must have their oil st
tankage and piping installed on site. Ti
Items are not supplied with your home. Co
the oil furnace manufacturer's Instructiont
proper pipe sizing and installation procedt
ALL OIL STORAGE TANK AND PIP
INSTALLATIONS MUST MEET
APPLICABLE LOCAL REGULATIONS
SHOULD BE MADE ONLY BY EXPERIEW
QUALIFIED PERSONNEL.
8.6. Electricity. A large enough power supply in
be available at the site. An inadequate po
supply may result in Improper operation of,
possible damage to, motors and appliances
may also Increase your electricity costs. '
current rating In amperes of your home can
found on the tag located outside next to
feeder or service entrance and also on
electrical distribution panel.
8.6.1. Description And Rating Of Housing Wiri
Your home is designed for connection to
electrical wiring system rated at 120240
AC. PROPER AND SAFE CONNECTI,
DEPENDS ON THE TYPE OF SUPF
SYSTEM YOUR HOME IS EQUIPPED WI':
The connection to this home requires fee,
wiring at the site. The following paragraf
describe the wiring and grounding of electri
feeders; if your home is equipped with a sere,
meter base, skip directly to Section 8.63.4.
8.6.1.1. Proper Feeder Wiring And Junction B
Material And Size. The main breaker and t
label on the electrical distribution panel give t
feeder current capacity and amperes. Usi
this information, determine the required feet
size from the tables at Figures 8.9 and 8.1
These sizes are based on an ambit
temperature of 86°F and do not take volts
drop into consideration.
8.6.1.2. Overhead Feeders. Homes equipped w
overhead (mast weatherhead) feeder entrant
contain all necessary conduit to the electric
distribution panel. However, you must inst
feeder conductors (not provided) on site Rel
to Figure 8.9.
Set- Up Manual - Page 35
8.6.1.3. Underside Feeder:. Homes with an under-the-floor
entrance come with a permanently-attached conduit
raceway that runs from the electrical distribution panel
to a point under the floor. Install an approved conduit
panel to a point under the floor. Install an approved
conduit fitting or Junction box at the termination point.
Refer to Figure 8.10.
8.6.2. Grounding Of Homes With Feeder Connections.
8.6.2.1. Necessity. The home must be grounded property to
protect the occupants. The only safe and approved
method to ground your feeder-connected home is
through the grounding bar In the electrical distribution
panel. This bar grounds all noncurrent-carrying metal
parts of the electrical system at a single point
8.6.2.2. Procedure. The ground conductor of the power supply
feeder cable connects the grounding bar to a good
electrical ground. Follow the feeder connection
procedures described in 8.6.3.1, - 8.6 3.2, or -8.6.3.3 to
achieve proper grounding.
Insulate the grounded circuit conductor (neutral or white
wire) from the grounding conductors (green wires) and
from equipment enclosures and other grounded parts.
Insulate neutral circuit terminals in the distribution panel
board - and in ranges, clothes dryers, and counter-
mounted cooking units - from the equipment enclosure.
Bonding screws, straps or buses in the distribution
panel board or In appliances should have been removed
and discarded at the manufacturing facility. (Bonding
screws, straps, etc. in appliances must be removed on
appliances to be installed by persons other than the
manufacturer.) You may provide the required continuity
of ground between sections of multi-section homes by
bolting outriggers together. When the outriggers or
other overlapping metal !oink of adjoining units are not
bolted together on houses with shingle roofs and non-
metallic siding, Install a ground wire connection between
the chassis. This bonding connection is commonly
made with a #8 AWG bare copper wire or other
approved positive connection between parts (Figure
8.11), using approved grounding lugs with bolts, star
washers and nuts, or self-tapping screws that are
shipped with the home
8623 Unacceptable Methods Of Grounding Homes.
Grounding to a rod, a water pipe, or through the home's
hitch caster will riot sabsty the important grounding
requirement NEVER USE THE NEUTRAL
CONDUCTOR OF THE FEEDER -CABLE AS A
GROUND WIRE. DO NOT GROUND THE NEUTRAL
BAR IN THE ELECTRICAL DISTRIBUTION PANEL.
8.6.3. Connection Methods. Connections should be made
only by a qualified electrician. Connect homes
equipped for 100 amp or greater service by one of the
three following methods.
8.6.3.1. A Feeder Cord. Your home may be equipped
with a permanently-connected 50 amp feeder
cord stored in a compartment under the floor. If
so, it is ready to be plugged Into a 5 amp, 3-pole,
4-wire, 120240 volt grounding service receptacle
after electrical tests have been completed (see
8.6.6). WARNING! MANY HOMES ARE
EQUIPPED FOR 100 AMP OR GREATER
SERVICE. UNLESS YOUR HOME IS
EQUIPPED FOR ANY 50 AMP SERVICE, DO
NOT ATTEMPT TO USE A FEEDER CORD OR
'PIGTAIL' CONNECTION.
8.6.3.2. Mast Weatherhead Feeder. The routing,
connection and support of the service drop must
meet local codes. Homes equipped this way
contain all necessary conduit to the electrical
distribution panel. However, feeder conductors
(not provided) must be installed on site in
accordance with Figure 8.9. If the masthead is
located above the roof overhang, allow a
minimum 8' clearance above all roof points the
conductors pass over. There are two exceptions
to this rule: 1) The vertical clearance may be
reduced to 3' if the roof has a minimum slope of 4
In 12; and 2) The vertical clearance may be
reduced to 18" if no more than 4' of service-drop
conductors pass above the roof overhang, and if
they terminate at a through-the-roof raceway or
approved support. A minimum clearance must
also be provided from the final grade to the
service-drop conductors. This measurement
may vary from 10' to 18' depending on the types
of traffic anticipated below the service drop (refer
to the National Electric Code), Unless
impractical, locate service heads above the point
of attachment of the service-drop conductors and
make them rain-tight. If individual conductors do
not extend downward, form drip loops.
863.3. Underside Junction Box Feeder. A raceway
from the main panel board to the underside of the
home allows for Installing an approved Junction
box or fitting, which must be used to connect it to
the supply raceway (see Figures 8.10 and 8.12).
Install properly-sized conductors from the main
power supply to the panel board. Refer to Figure
8.10 for conductors and junction box
requirements. The homeowner or installer must
provide the supply connection Including the
feeder conductors, junction box and raceway
connectors. Protect conductors emerging from
the ground from a minimum 18" below grade to 8'
above grade, or to the point of entrance to the
home. The distance measured from the top
surface of a buried cable, conduit or raceway to
the finished grade must meet minimum burial
requirements outlined in the National Electric
Code Use a moisture-proof bushing M the end
of the conduit from which the bun •.1 cable
emerges
Sut 01) Manual - Page 36
8.¢.3;4. Service Equipment Motor Base. Either an
overhead or underground entrance may be
provided. The exterior equipment and
enclosure must be weatherproof, and
conductors must be suitable for use in wet
locations. When a meter is provided on the
home, connect the neutral (white) conductor to
the system grounding (green) conductor on the
supply side of the main disconnect. Refer to
Figure 8.13 for typical meter base installation
and on method of grounding the service
equipment The homeowner must provide the
grounding electrode conductor(s). The
grounding electrode shall be an 8' length of 1/2"
diameter copper rod or 3/4" galvanized steel
pipe. Drive it into the ground at least 12" below
the surface and 2' from the foundation, or bury
it horizontally in a 2 12' deep trench, Connect
the grounding conductor wire to the grounding
electrode with a grounding clamp. For added
protection, homes with metal frames or siding
should be connected to earth by means of an
additional bonding wire to underground metallic
water pipes, ground rings, additional ground
rods, etc. to prevent buildup of hazardous
voltages.
8.6.4. Crossover Connections. Refer to Figure 8.14
for typical crossover wiring connections, for
multi-section homes (located along the
centerline between sections). Crossover
locations can be distinguished by metal junction
boxes or access cover panels. Remove these
panels and connect the enclosed wires as
illustrated. Some crossover connectors plug
together and do not require junction boxes.
8.6.5. System Test Procedures And Equipment
8.6.5.1. Pre-Connection Tests. Conduct both of the
following tests before any electrical power is
supplied to the home.
8.6.5.1.1.Clrcult Conductor Continuity. Conduct a
continuity test by placing all branch circuit
breakers and switches controlling individual
outlets in the "on" position. The test should give
no evidence of a connection between any of the
supply conductors (including the neutral) and
the grounding circuit. You may use a flashlight
continuity tester.
8.6.5.1.2.Grounding Continuity. Using a continuity
tester, test all noncurrent-carrying metal parts
to assure continuity to ground. The parts to be
checked include: appliance enclosures,
including fans; fixture enclosures and canopies;
metal siding and roofs; metal water supply and
gas lines; metal ducts (except foil-covered
insulated ducts); and the home's frame. On
multi-section units, perform this test only after
completing all electrical and bonding
connections between the units. NOTE:
Gmu_nding i's not required on he metal Inlet of a
plastic w+ter svstem or on In umbinp h rea
Si1GtLLi?sba fa ? eta show r ri rs and ma ^I
sinks when they are connected only to plastic
water and drain oloina.
8.6.5.2. Post-Connection Tests. Conduct the
following three tests after turning on the main
circuit breaker and each individual circuit
breaker. CALITIONs Allow the water heater to
fill comoletely before activating the water heater
circuit. Failure to do so will ruse the water
heater element to bum out an event not
covered by the warranty..
8.6.5.2.1. Polarity And Grounding Of Receptacles.
With receptacle and lighting circuits energized,
check the polarity and grounding of each 120-
volt receptacle and light socket using a polarity
tester capable of determining an incorrect
wiring configuration. A conversion device may
be required to test various fixture bulb sizes
and outlet configurations. Investigate any
indication of reversed polarity, open grounds or
shorts and correct it
8 6.5.2.2.Ground Fault Circuit Interruption (GFCI).
Make certain that all receptacles requiring GFCI
protection are in fact on the correct circuit(s).
Check each ground fault circuit Interrupter
device by pushing the test button to determine If
the power route to all receptacles requiring
GFCI protection has been Interrupted, and
follow the manufacturer's Instructions. Replace
any GFCI that does not operate properly.
8.6.5.2.3,Operational Checks. Check all light fixtures
by placing a bulb in the socket and turning the
switch on and off. Using a pigtail light, check all
240 volt receptacles to determine if both legs of
the circuit are powered. Check all 120 volt
receptacles to be sure that each is operational.
Switched receptacles require the switch to be
turned on and off. It is not necessary to check
appliances, but their power sources must be
assured. Failure of electrical wiring or fixtures
requires repair and re-testing.
Set- Up Manual - Page 37
FIGURE 8.3 - DRAINPIPE SUPPORT METHODS
T.e tee nr m eowkr+
orw pq
IOt~I of t. Uxh
s4wh eemw
\ Teo l4anWlYM roarpM
Rl+odrrrwme
napM ewe oNo
6Wwa"w
awww%M e
FIGURE 8A - DRAINAGE SLOPES AND CONNECTIONS
mmowdrop
tl?q'p eop
D
' _ - Te aa.w
0
04,wvsd w
MMUe"
IN rou
aa.woa w
FIGURE 8.5 CONNECTION TO SITE SEINER
Typew aww"aV
POa wrd Mop. (ml
rcp.a by er
ffimd w)
Fleldanstalled, slops 114 Inch per foot
MOPw+.Yp w manna of
44001 w "
Mixond aloo+MW melw
site sever hook-up
Note: Fittings system pro ected with IInsulation by themanufacturer. e Insulation must be replaced if Pit is removed to gain access to subject to freezing, such as the P•trap.
Set-Up Manual • Page 38
FIGURE 8.6 - DRAIN LINE CROSSOVER CONNECTION
4
NOME
Slew 114 r,rA pY lop
FIGURE 8.7 - DRAIN LINE FREEZE PROTECTION
Coo w aM
S,OPmI Ww M mim and
4. IMH ft
atAWrY ilOp piY
Sw OYNA \ Sw OMYS
NMAYw dM
lrr \ ` IbYn
/ `ibppul •\\•
S,gpal .? ?\
?'Ni
?` `mot\\?\\
DETAIL A
FIGURE 8.8 TYPICAL GAS LINE CROSSOVER
ASS Oww liw
S,gpwa orwwrv f1rx
rr fPowel L" w
wed for wooor uwl
ASS DrM Ito
DETAIL 8
NOTE: Rr,wrA /
fr ? cpn.p.y ?yI
Simm"lls
/ FLOW
E.ipwa Yucca rYw loorrormro to ANSI MIAS.IM
1wnrF/ owmat car Yawl
IORI
NOTE fl e
Aut ppr EYOw
timummumit
aNbrNfJ flow --------
Set-Up Manual • Page 39
NOTE: Meg
Panel box Is wired with the grounding. N
system Insulated from the neutral E
system. Connect the grounding through 0
T
a properly sited green-colored insulated R
conductor to the service -entrance A
equipment (motor bass) located on or L
adjacent to the home. Do not use a 3 a
wire feeder system that does net connect A
to the Wound bar. R
To service while • Neutral
entrance Black . Power
IMetar base Black av red • Power -/
Green • Wound ..-'
aunts • type
service hood.
a
R
0
u
N
0
B
A
R
Ground to metal frame
E lectrical feeder siting
Msin Junction Min. site raceway Feeder conductors
breaker Box Conduit diameter Copper conductors / sites Aluminum conductors / sites
site In min. with With
panel site Capper Ahrntktum black I nd Whit- arson black I M wblte ar..n
box: (Inches) eortduaaa conductors Irowerl INrmre4 IGroun 1 1?eworl lNonlran hoftweengo
100 arms. 1 Ox10x4 1.26 ' 1.6 ' 84
4
0
/B
/2
12
IB
126 amp. 10xt2x4 1.6' 2' 12 I2 /B /110 0110 /0
160 emo. 1Ox12x4 80 0210 0210 04
200 onto.
12x12x4
2'
2'
/2/0
/1
f6
/410
1210
I4
Electrical to list L utWtYlervle. connection
cola coded
conductor • Md.
black. wh to a
green.
/ Root Me.
CAUTION: Be sure to connect
double • section chassis together
with bonding wire and full.
Connect wits with screw terminal
an each and to frame parts on each
half of the double • section home.
Bushing by - Elec. raceway
other.. _-?
Junction bon. it reeuked by other.. y / Cauua wnu of um. COW
Bee above cMn nor min. blue. together with epgowd
connector., a hooked up
color coded wiles to I \? I i direct.
distnbubon panel by
other. _...,_..._.... nos electrical conduit
autumns by with colorKodsd wiles
fins by others.
FIGURE 0.10
TYPICAL UNDERSIDE FEEDER ASSEMBLY
Sel-Up Manual • Page 40
FIGURE 0.0
TYPICAL OVERHEAD FEEDER ASSEMBLY
FIGURE 8.11 - MULTI-SECTION FRAME BONDING
FRAW PART
U
NMF
GROUND CLAMP
WITH ICREW
FIGURE 8.12 -TYPICAL UNDER CHASSIS FEED
CONNECTIONS
0
FLOOR ,
c
A FLEX CONDUIT
B. FEEDER CONDUCTORS A
C. ANCTgN SOIL
D. RACEMMY i
E. CONDUIT CONNECTOR B
F. APPROVED ELECTREAL
CONUCTORS JAS
G. INSULATED BUSHING
FIGURE 8.13 -TYPICAL METER BASE INSTALLATIONS AND GROUNDING
DUCT
BRAN'
MVIVOR METER I PANEL EOE COUSNATION
MINI PANEL ENCLOSURE
AIAPER
GROUNL
Bus
BAR
C/N661SO
BONON
WIRE
GROUNDING
LUG ON CHASSIS
TO
GROUNDING
ELECTRODE
LIMA EASE
MAIN
PANEL
I?
OROUNONO
GROUNDING ELECTRODE
ELECTRODE \
OVERHEAD ENTRANCE SERVICE. DROP
CLEARANCES M
SERVICE BHAIl SC P[R N
ENTRY 7S6M
80NOED TO
ENCLOSURE • I IIJ
BASER
BUS BAR d? II?
CONDUIT OR
.CABLE
SERVICE
GROUNDING ELECTRODE
Set-Up Manual - Page 41
r
1
6
B
MAN PANEL
Y
?e.r
ill/
n
MAN
R
r-PANEL
SERVIC{
r-NAM HEAD y
STRAP
CONDUIT
GROUNDING
ELECTRODE
ENTRANCE BELOW A" LINE
noon ,
FIGURE 8.14 - ELECTRICAL
CROSSOVERS
,IDv
Slow
I
ww?
P
1 1 sre?
Comwrbp ftm epteUwn
Pty bWA W?wrttl h
jwe bm
Ancm M
ennn cmd cwdlci . M
ftff ? wvm b uewowr
am h pmm? ka
Armen ka
Em C:3
f r.ew ooMw orppwa row
b blo tiWOrt
Commp kpm Ewtt m
jww w" rmwr,w h
jw? b.
X:? kom awaAa, Pr b d
blwrrChjw,0Mba
w W W b er.M100... M
\ fts r bqh b aaWM1f aid
oeow www P"
DoEe)owbwaW J -`.• crr we Pa *WW
bow b kw nrprm
T T
Aoow pr I&WWWd to 10w Mwrw?
Vft -Wataro-ponesWprrr.
IN FLOOR -ALTERNATE A (SIDE VIEW)
THIS HOME MAY BE SHIPPED WITH ONE OR MORE
PLUGaN CONNECTORS. THESE CONNECTORS ARE TO
BE SNAPPED TOGETHER ON SET-UP. CONNECTORS
WILL BE COLOR-CODED ANDIOR TAGGED TO PREVENT
MIXING OF CIRCUITS
Fbp Dwlry
1? -
AP Prw
Ibce bb-d oo?A.M
ftww r rrpkb awuswr
COW wow aro WW
NW prorWC b m am /
AadenEa 51Ww proWcG
po.?w I b ab owl m
T T
A=8$PYw fW~1*kw"MwW' OM. Mb 'obp
mw-pmodmpr .
IN FLOOR - ALTERNATE B (SIDE VIEW)
(PERIMETER TYPE FRAME)
THE CONNECTORS ARE INTENDED FOR FACTORY OR
ON-SITE INTERCONNECTION OF MODULES OR OTHER
BUILDING COMPONENTS. THEY MAY BE CONCEALED
OR SURFACE-MOUNTED AS DESCRIBED IN ARTICLES
545.13, 550.10(1) AND 551.15(A) OF THE NATIONAL
ELECTRIC CODE.
Sal-Up Manual • Page 42
T
IN WALL-ALTERNATE
FIGURE 8.14 - TYPICAL
ELECTRIC CROSSOVERS
THE WIRES ARE COILED UP UNDER THE
SHIPPING SEAL. BEFORE THE UNITS ARE
PULLED TOGETHER PLACE THE WIRES
FROM 'U' HALF INTO JUNCTION BOX ON
•x- HALF. WIRES WILL BE COLOR COOED
ANOMR TAGGED TO PREVENT MIXING OF
CIRCUITS. MAKE FINAL CONNECTIONS
AFTER UNITS ARE PULLED TOGETHER.
Mons" WY
ALTERNATE ELECTRIC
CROSSOVER
• •
CONNECT THE FLEX CONDUIT TO THE
JUNCTION BOX ON THE 7C HALF. THEN
MAKE THE WIRE CONNECTIONS USING
APPROVED WIRE CONNECTORS. WARES
WILL BE COLOR CODED AND/OR TAGGED
TO PREVENT MIXING OF CIRCUITS.
I
I
I
I
Caw at
Daft?a
IN ••wwa e a prcpoM AmM
1100
Arown
a
THIS HOME MAY BE SHIPPED WITH ONE
OR MORE PLUG-IN CONNECTORS.
THESE CONNECTORS ARE TO BE
SNAPPED TOGETHER ON SET-UP.
CONNECTORS WILL BE COLOR-CODED
AND/OR TAGGED TO PREVENT MIXING OF
THE CONNECTORS ARE INTENDED FOR FACTORY OR ON-SITE INTERCONNECTION OF MODULES
OR OTHER BUILDING COMPONENTS. THEY MAY BE CONCEALED OR SURFACEWOUNTED AS
DESCRIBED IN ARTICLES 545.13, 550.10() AND 551.18(0) OF THE NATIONAL ELECTRIC CODE.
d/ shw* Coto
1
\. wamo
Wnues Wol
Set-Up Manual - Page 43
19. Chapter 9 - Final Inspection
Make a final Inspection when home installation is complete
to make sure that no items have been overlooked and that
all work was done property. Place special emphasis on the
following "checklist" items.
9.1. Water and Drain Systems. All water and drain
systems work property and do not leak.
9.2. Appliance Function and Operation. Appliances
have been tested and work property.
9.3. Windows, Doors and Drawers. All windows,
doors and drawers work property.
9.4. Exit Windows. One window in each bedroom is
designated as a secondary exit to be used in case
of emergency. Each exit window is labeled as
such with operating Instructions. All shipping
hardware should be removed, and the window
should operate as explained in the window
manufacturer's instructions.
9.5. Exterior Siding and Trim. No gaps, voids or
missing fasteners and all seams are sealed.
9.6. Stack Heads and Vent Pipe Flashings on Roof.
All stack head or vent pipe flashings are property
attached and sealed.
9.7. Composition Roof. Shingles are property
attached, none are loose or missing, and all holes
are filled.
9.8. Skirt Venting. (See Page 20, 6.6.4)
9.9. Low-Hanging Trees and Bushes. If there are
any low-hanging trees or bushes near your home,
trim or cut them. Think about the plants' possible
movement during windy conditions or under snow
or Ice bads in limiting their future growth.
9.10. Exhaust Fan Operation and Air Flow. Check all
exhaust fans for proper operation and air flow.
9.11. Bottom Board. Carefully Inspect the bottom
covering of the home for loosening or tears from
Installation of pipes or wires. Seal openings
around the floor perimeter, pipes or pipe hangers
and splits or tears with weather-resistant tape.
9.12. Ground Cover. Repair any cuts or tears in the
ground cover with tape.
9.13. Anchors and Straps. Be sure the correct number
of anchors have been installed at the proper angle,
and that all straps have been tightened.
9.14. Interior Details. Inspect for, and correct, all
Interior finishing details, such as loose molding,
carpet seams, etc. The retailer's representative
should Inspect the home with the homeowner, give
the homeowner a copy of the Homeowner's
Manual, and brief the homeowner about
maintaining the home.
10. Chapter 10 - Relocating the Home
10.1. Relocation of Home. If it Is necessary to move
your home, have it moved by a professional
manufactured home mover, making sure he uses
enough temporary wood blocking, and check the
following items:
10.1.1. New Zones. Check the roof and wind bad and-the
temperature requirements at the new location. If the
new requirements are greater than those shown on
your home's compliance certificate, check the cost of
adapting the home before moving. Otherwise any
resulting damages will not be covered under your
warranty, and you may be held liable for any failures.
Check with home's plant of manufacturing, your
retailer, or a qualified manufactured home mover
about making these home Improvements.
10.1.2. Tires and Axles. Replace any removed tires or
axles as required by the manufacturer. Be sure that
tires are Inflated correctly, have at least 1/16" tread,
and do not have any cracks or splits. Check and
repair bearings and brakes as necessary.
10.1.3. Appliances. Secure appliances to prevent
movement during transportation.
10.1.4. Dust Caps. Place dust caps on the ends of all pipe
connections.
10.1.5. Blocking During Storage. Any home placed in
storage, Including those on sales lots, must be
Immediately blocked under each I-beam, both at the
rear of the home and midway between axles and
hitch, to prevent excessive deflection and possible
structural damage.
10.1.6. Transit of Furniture and Belongings. Substantial
damage may result if furniture, personal belongings,
set-up materials or other items are stored In the
home during transit. TRANSIT DAMAGE IS NOT
COVERED UNDER YOUR WARRANTY.
10.1.7. Multi-Section Homes. Re-install temporary
structural supports and bracing materials before
moving the home. Cover open sides of sections with
weather-proof material such as 6 mil plastic
sheeting, After the sections have been separated,
secure 2' x 6" shipping braces at the front end and in
the axle area. Place ridge beam supports in open
areas or at a maximum of 4' on center.
Set-Up Manual - Page 44
H??i/?3S
Corporate Office: P.O. Box 35
Goshen, Indiana 46527-0035
\I i-
a
}
y
IN THE COURT OF COMMON PLEAS'OF CUMBERLAND COUNTY, PENNSYLVANIA
CIVIL ACTION - LAW
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
va.
DRB, INC. t/a and d/b/a
SUPERIOR HOMES and CRAIG
E. DALLMEYER, t/a and d/b/a
BOLO COURT,
Defendants
s
s
No. 99-6253 Civil Teri
V -?
t =-
Cj
I
:7
r, ... t. , a
ANSWER AND NEW MATTER OF DEFENDANT DRB, INC.,
t/d/b/a SUPERIOR HOMES
1. Admitted.
2. Admitted.
3. No answer required.
4. The allegation concerning the lot number which
Plaintiffs lease is admitted. The remaining averment concerning
the ownership of the park is denied, because Defendant, after
reasonable investigation, is without knowledge as to the truth of
the averment, and strict proof thereof, if relevant, is demanded
at the trial of this case.
5. Admitted.
6. Admitted.
7. Admitted.
8. Admitted in part, denied in part. The document
attached as Exhibit ,E" is a Liberty Homes installation manual
EXHIBIT "B"
which was included with Plaintiffs, purchase of the home. It is
denied that the manual sets forth requirements or specifications
which must be followed in the installation of a home. On the
contrary, Defendant avers that the installation manual contains
recommendations for the home; however, other procedures may be
followed in installing a home.
9. Denied. After reasonable investigation, Defendant is
without knowledge sufficient to form a belief as to the truth of
the averment, since Plaintiffs never made any complaints to
Defendant about this situation during their occupancy of the
home. Strict proof of the truth of the averments is required at
trial.
10. Denied. It is denied that Plaintiffs were advised that
the mobile home installed by Defendant was defective and
deficient. By way of further answer, the Pennsylvania HUD Code
Housing Administrator has no jurisdiction over this matter and
has no authority to render any opinion or make any determination
that the mobile home installed by Defendant was defective. By
way of further answer, Defendant specifically denies that the
installation and/or home was deficient and defective. On the
contrary, Defendant avers that the home was properly installed on
the lot which Plaintiffs leased from the mobile home park.
11. Denied. After reasonable investigation, Defendant is
without knowledge sufficient to form a belief as to the truth of
2
what Plaintiffs discovered, and strict proof thereof, if
relevant, is demanded at the trial of this case. By way of
further answer, Defendant avers that there is no requirement
mandating that the home be installed in strict conformity with
the Liberty Homes installation manual; rather the manual contains
recommendations from which deviations may be made. Defendant
also believes and therefore avers that the manufactured home was
properly installed on Plaintiffs, lot.
12. Denied. The averment of when Plaintiffs were contacted
by officials of Upper Allen Township is denied because the means
of proof are within the exclusive control of Plaintiffs.. By way
of further answer, Defendant believes and therefore avers that
the manufactured home does comply with the 1993 Building Code of
Upper Allen Township, to the extent that the Code governs mobile
homes. Defendant continues to believe that the home is in
compliance, notwithstanding any action taken by Upper Allen
Township to the contrary.
13. Denied. Defendant is without knowledge sufficient to -,
form a belief as to the truth of whether Plaintiffs were advised
that the home was defective and deficient for the reasons set
forth in subparagraphs (A) through (J), and strict proof thereof, s
if relevant, is demanded at the trial of this case. By way of
further answer, Defendant believes and therefore avers that the
mobile home was not deficient and defective and was properly
installed in accordance with any applicable statutory
requirements.
14. Denied. The averments set forth in Paragraph 14 are
denied because the means of proof are within the exclusive
control of Plaintiffs. By way of further answer, Defendant avers
that Plaintiffs never contacted Defendant or complained about any
of the conditions which are set forth in Paragraph 14.
15. Admitted in part, denied in part. Defendant admits
and is aware that Upper Allen Township has initiated proceedings
alleging a violation of its building code, which proceedings
include Plaintiffs. As of the date of answering this Complaint,
the averment concerning Plaintiffs failure to obtain an occupancy
permit from Upper Allen Township is denied because, after
reasonable investigation, Defendant is without knowledge
sufficient to form.a belief as to the truth of that averment, and
strict proof thereof, if relevant, is demanded at the trial of
this case. By way of further answer, Defendant does acknowledge
that Plaintiffs had not previously obtained an occupancy permit;
however, the failure to obtain the occupancy permit may also have
been the fault of Plaintiffs.
16. Admitted in part, denied in part. It is admitted that
Plaintiffs have made certain demands upon Defendant. It is
denied that the mobile home or the installation of it was
4
deficient or defective for the reasons set forth above and
hereinafter.
COUNT I
17. Paragraphs 1 through 16 of Defendant's Answer are
incorporated by reference herein.
18. Denied. On the contrary, Defendant believes and
therefore avers that there are no errors, omissions or
deficiencies for the reasons previously stated herein. Defendant
also denies that it breached the Purchase and Installation
Agreement. On the contrary, Defendant fully complied with said
Agreement.
19. Denied. On the contrary, Defendant believes and
therefore avers that Plaintiffs may have failed to properly
obtain a building permit for the home.
20. Denied. On the contrary, Defendant believes and
therefore avers that there was no breach by Defendant of the
Agreement between the parties. Defendant also denies that it is
in any way liable to Plaintiffs for any of the amounts identified
in subparagraph (a) through (1). By way of further answer,
Defendant believes and therefore avers that the home is complete
and properly installed.
WHEREFORE, Defendant DRB, Inc., t/d/b/a Superior Homes
requests this Court to enter judgment in its favor and dismiss
Plaintiffs' Complaint against it.
5
COUNT xx
21. Paragraphs 1 through 20 of Defendant's Answer are
incorporated by reference herein.
22. Denied. On the contrary, Defendant did not negligently
install and erect the mobile home. By way of further answer,
Defendant avers that the mobile home was properly erected and
installed.
23. Denied. On the contrary, Defendant believes and
therefore avers that it properly complied with the provisions of
the Upper Allen Township Building Code. By way of further
answer, Defendant avers that if special provisions are required
for this home in order to make it comply with those requirements,
Plaintiffs are responsible for the costs of those changes as more
fully identified in the written Agreement entered into between
the parties.
24. Denied. On the contrary, Defendant properly installed
and erected the manufactured home consistent with common
installation procedures.
25. Denied. On the contrary, Defendant does not believe
that Plaintiffs have suffered any damages as a result of any
actions of Defendant. To the extent that Plaintiffs have set
forth a specific averment concerning the amount of damages, said
averment is denied because, after reasonable investigation,
Defendant is without knowledge sufficient to form a belief as to
6
the truth of those averments, and strict proof thereof, if
relevant, is demanded at the trial of this case.
, Defendant DRS, Inc., t/d/b/a Superior Homes
requests this Court to enter judgment in its favor and dismiss
Plaintiffs' Complaint against it.
COUNT III
26. Paragraphs 1 through 25 of Defendant's Answer are
incorporated by reference herein.
27. Paragraph 27 of Plaintiffs' Complaint states a legal
conclusion to which no responsive pleading is required. To the
extent that any factual averments are set forth therein,.said
averments are denied because the means of proof are within the
exclusive control of Plaintiffs.
28. Paragraph 28 states a legal conclusion to which no
responsive pleading is required. To the extent that any factual
averments are set forth in Paragraph 28, said averments are
denied. Cn the contrary, Defendant believes and therefore avers
that there were no deficiencies or defects in the construction
and completion of the manufactured home sold to Plaintiffs.
29. The averments of Paragraph 29 are denied because the
means of proof are within the exclusive control of Plaintiffs.
By way of further answer, Defendant denies that there are defects
and deficiencies in the installation and erection of the
manufactured home. On the contrary, Defendant avers that the
home was properly erected and installed.
30. Paragraph 30 states a legal conclusion to which no
responsive pleading is required. To the extent that any factual
averments are set forth in Paragraph 30, said averments are
denied. On the contrary, Defendant believes and therefore avers
that any failure to obtain an occupancy permit is either a result
of a misapplication of the law by Upper Allen Township, or,
alternatively, Plaintiffs' failure to pick up the building permit
and obtain an occupancy permit in a diligent and timely fashion.
31. Denied. On the contrary, there is no financing
Agreement with Defendant.
WHEREFORE, Defendant DRB, Inc., t/d/b/a Superior Homes
requests this Court to enter judgment in its favor and dismiss
Plaintiffs' Complaint against it.
COUNT IV
32. Paragraphs 1 through 31 of Defendant's Answer are
incorporated by reference herein.
33. Paragraph 33 states a legal conclusion to which no
responsive pleading is required.
34. Denied. On the contrary, Defendant did not engage in
any unfair and deceptive trade practices:
8
(i) Denied. On the contrary, Defendants made no
representation concerning the installation and completion of the
home relative to installation procedures and manuals.
(ii) Denied. On the contrary, Plaintiffs elected not to
have footers installed with the home, as more fully detailed in
the averments set forth in Defendant's New Matter.
(iii) Denied. On the contrary, adequate tie downs were
provided based on the prevailing practice in Upper Allen Township
and elsewhere.
(iv) Denied. On the contrary, Defendant properly
installed the vinyl skirting for the home.
(v) Denied. On the contrary, Defendant properly
installed drain lines and sewer connections for the property.
(vi) Denied. On the contrary, Defendant properly
constructed and completed floor materials for the manufactured
home.
(vii) Denied. On the contrary, Defendant properly
installed electrical connections, to the extent possible. In the
event that there were any electrical problems, said problems were
the responsibility of the mobile home park owner.
(viii) Denied. On the contrary, the bonding materials for
the completion and installation for the chassis were properly
installed.
9
(ix) Denied. On the contrary, construction and
installation with respect to the flash rings was properly
completed.
(x) Denied. On the contrary, Defendant was not
responsible for grading of the lot, since grading of the lot is
the responsibility of the mobile home park owner.
(xi) Denied. On the contrary, Defendant properly
ventilated the home in accordance with customary installation
procedures.
(xii) Denied. On the contrary, the exterior stairways
were completed according to the terms of the Agreement. By way
of further answer, Defendant avers that Plaintiffs did not raise
with Defendant at any time any complaints concerning any of the
items set forth in Paragraph 34 of this Complaint during their
period of occupancy in excess of one (1) year after installation
of the home.
35. Paragraph 35 states a legal conclusion to which no
responsive pleading is required. To the extent that a factual
averment is set forth in the conclusory statement of
Paragraph 35, said factual averment is denied. On the contrary,
Defendant did not in any way violate the Unfair Trade Practices
and Consumer Protection Law.
10
WHEREFORE, Defendant DRH, Inc., t/d/b/a Superior Homes
requests this Court to enter judgment in its favor and dismiss
Plaintiffs' Complaint against it.
COUNT V
36. - 49. No answer required by Defendant DRS, Inc.
NEW MATTER
50. Paragraphs 1 through 49 of Defendant's Answer are
incorporated by reference herein.
51. At the time that Plaintiffs entered into the Purchase
Agreement with Defendant, Defendant gave to Plaintiffs the option
of whether to have footers installed for the home.
52. Plaintiffs declined to purchase footers, indicating
that they did not want to absorb the additional cost for that
item.
53. Prior to purchasing the home in question from
Defendant, Plaintiffs resided in another manufactured home within
Rolo Court.
54. Plaintiffs indicated to Defendant that footers were not
necessary for the home; therefore, as a result of that indication
and Plaintiffs' election not to purchase footers, Defendant did
not supply footers.
55. Plaintiffs were responsible for securing the building
permit from Upper Allen Township, as reflected in Paragraph 12 of
the written Agreement.
11
56. Defendant believes and therefore avers that Plaintiffs
applied for the building permit from Upper Allen Township but
failed to pick up that permit from the Township.
57. By building permit dated November 26, 1997, Upper Allen
Township indicated that basement walls or foundation were not
applicable.
58. The manufactured home purchased by Plaintiffs was
delivered to Plaintiffs' lot on October 30, 1997, and set up by
Set Rite Construction, Defendants subcontractor, on or about
October 31, 1997.
59. As of the date of installation of the manufactured
home, there was no statutory or ordinance requirement that a
mobile home be installed in accordance with any specific
installation instructions or manual.
60. Defendant's installation of the manufactured home was
in accordance with industry standards and accepted installation
procedures.
61. Pursuant to Paragraph 12 of the Purchase Agreement
Plaintiffs acknowledged that Defendant is not responsible for
making any construction changes required by special building
ordinances or laws.
62. Pursuant to Paragraph 12 of the Agreement, Plaintiffs
are responsible for any changes that are required for compliance
with any local, county or state laws or zoning requirements.
12
63. To the extent that there are any statutory or ordinance
requirements which necessitate changes to the installation of the
home, Plaintiffs are responsible for the costs of those changes.
WHEREFORE, Defendant DRB, Inc., t/d/b/a Superior Homes
requests this Court to enter judgment in its favor and dismiss
Plaintiffs' Complaint against it.
By:
Md'1`trin `E1rccomer, Esquire
Attorney efendant,
DRB, INC. t/d/b/a
SUPERIOR HOMES
Attorney I.D. No. 27605
339 North Duke Street
P.O. Box 539
Lancaster, PA 17608-0539
(717) 393-7885
13
¦
D. Ray Broderick verifies that he is President of DRB, Inc.;
that he is authorized to execute this Verification on its behalf;
and that the facts set forth in the foregoing Answer and New
Matter are true and correct to the best of his knowledge,
information and belief. The undersigned understands that false
statements herein are made subject to the penalties of 18
Pennsylvania C. S. 54904, relating to unsworn falsification to
authorities.
Dated: 4?iJ?
D. RAY BRODERICX c?
14
CERTIFICATE OF SERVICE
I hereby certify that on November 29, 1999, a copy
of the foregoing Answer and New Matter of Defendant DRB, Inc.
t/d/b/a Superior Homes was served via first-class mail, postage
prepaid, on the following persons:
Andrew C. Sheely, Esquire
127 South Market Street
P. 0. Box 95
Mechanicsburg, Pennsylvania 17055
Craig E. Dallmeyer
4775 N. Sherman Street Extended
Box 1, R.D. #1
Mt. Wolfe, Pennsylvpi a 17147
By:
14'plviki E ewcozaer, Esquire
Attorne D. No. 27605
Attorney fo Defendant,
DRB, INC. t/d/b/a
SUPERIOR HOMES
P. 0. Box 539
339 North Duke Street
Lancaster, Pennsylvania 17608-0539
(717) 393-7885
Fax No. (717) 393-0382
Dated: November 29, 1999
•- o? v)
OI
Z
O
W
O <
z o
O O S
z > a
z z r
? C
u. ? ?
r
O rl C I?
? 1 'r
'
0 0,10
°J G
U K lrN
lu o N CYl?-C
a
r1
W cc z 0'
O„ IIHIHR3
0
w
ti
u?
o
?
v
0
i
d
Q0
r9
6
x
5
8
VXRIlICATION
The undersigned, D. Ray Broderick, verifies that he is
President of DRB, Inc., t/d/b/a SUPERIOR HOMES, and that he is
authorized to execute this Verification on behalf of the
Corporation. The undersigned verifies that the facts set forth
in the foregoing Complaint are true and correct to the best of
his knowledge, information and belief. The undersigned
understands and acknowledges that false statements herein are
made subject to the penalties of 18 Pennsylvania C. S. 54904,
relating to unsworn falsification to authorities.
Dated, 1L1dJ4f
D. Ray Broderick, President
DRB, Inc., t/d/b/a
SURIMOR RONXG
CERTIFICATE OF SERVICE
I hereby certify that on December @:L, 1999, a copy
of the foregoing Complaint was served via first-class mail,
postage prepaid, on the following persons:
Craig Dallmeyer
ROLO COURT CENTRAL OFFICE
4775 North Sherman Street Extended
Mt. Wolf, Pennsylvania 17347
Andrew C. Sheely, Esquire (as Counsel for Plaintiffs)
127 South Market Street
P. 0. Box 95
Mechanicsburg, Pennsylvania 17055
By:
Me4v1n EWewcomer, Esquire
Attorney tor Defendant,
DRB, INC. t/a and d/b/a
SUPERIOR HOMES
Attorney I.D. No. 27605
339 North Duke Street
P. O. Box 539
Lancaster, PA 17608-0539
(717) 393-7885
Dated: December 27, 1999
t,
k_
tw
+: rn
c?
rn
°
z
ppE? ?
?j 10 (a
44 P4
44 w 93
14
LA z
P4 nt
? '9 93 93
'
'
oE .4 i44
w
A ?a 44
0 -Z w
o ro
00 a0 ?
°
° oo
H
? a
SEi
?
+
?
m
(n
.
iw
H u
4a zb ° A?a <b3
1
U 93
4 61
Z V)
u cc .0
P
1-)
?
1
-
)
C ? Y M
?
r
P 3
q
y
D {
m APItO
V7
b?
I " \,
GAM
In The Court of Common Pleas of
Cumberland County, Pennsylvania
fie do solemnly swear (or affirm) that we will support, obey and defend
the constitution of the United States and the Constitution of this Common-
wealth and that we will discharge the duties qj 9ur oyfice with fidelityr
,tied/
AWARD
We, the undersigned arbitrators, having been duly appointed and sworn
(or affirmed), make the following award:
(Note: If damages for delay are awarded, they shall be
separately stated.)
cry-, ^a K 7 d -
Arbitrator,
applicable.)
Date of Hearing: /D b? ?)o
Date of Award:
NOTICE OF ENTRY OF AWARD
Now,
award was
parties or
the.22x4ay of ck='- , 14.Z2? at L=, lp.:t.,
entered upon the docket and notice thereof given by mail
their attorneys.
Arbitrators' compensation to be
paid upon appeal:
S n__
the above
to the
,.
6)
dissents. (Insert name i_'
cagy GjvcJ-4a A44Y
JoL Mgor
J
w llol(?s KoL(ys? k c - ,
nn'' II U) r' h? ? L,
a{{•c? .i
RANDY L. CLARK and
TERRY D. CLARK,
Plaintiffs
va.
ORB, INC. t/a and d/b/a
SUPERIOR HOMES and CRAIG
E. DALLMEYER, t/a and d/b/a
ROW COURT,
Defendants
va.
SET RITE CONSTRUCTION,
• Additional Defendant
IN THE CCURT OF 7WON ALFAS
• ;OMBERIAP*' OOmMe, FBNNBIM1ANIA
No. 99-6253
NOTICE OF APPEAL
FROM AWARD OF BOARD OF ARBITRATORS
TO THE PROTHOTTCTARY:
tTotice is given that DRB, INC. appeals from
the award of the board ofarbitrators entered in this case on
October 22. 2001
A jury trial is demanded d (Chealtk box if a Jury trial•is
demanded. Otherwise jury trial is !waived. )
I hereby certify that '
(1) tre compensation of tPe arbitrators ras been paid, or
(2)' application *.w been made for permission to proceed iw
forma pauperis. (Strilm outfit" Lnap1licable clause.)
AppeUailt or-AttbFrd?-for Appellant
NOTE: The•demand for jur7 trial on appeal
fromm ccoompul ry( ;.itraticn is Somrned
(b) No affidavit or verification is recuired.
4
3
uhf` N ?r2 C_ fd ?
Q 9L
+s
PRAECIPE FOR LISTING CASE FOR TRIAL
(Must be typewritten and submitted in duplicate)
TO THE PROTHONOTARY OF CUMBERLAND COUNTY
Please list the following case:
(Check one) ( XIX) for JURY trial at the next term of civil court. (July 8, 2002)
( ) for trial without a jury.
--------------------------------
CAPTION OF CASE
(entire caption nust be stated in full) (check one)
RANDY L. CLARK and TERRY D. CLARK,
(XX) Civil Action - Law
(XX) Appeal from Arbitration
(other)
(Plaintiff)s
VS.
DRS, INC. t/a and d/b/a SUPERIOR HOMES
and CRAIG E. DALLMEYER, t/a and d/b/a
ROLO COURT,
The trial list will be called on 6/11/02
and
(Defendant)
VS.
SET-RITE CONSTRUCTION,
(Additional
Defendant)
Trials commence on 7/8/02
Pretrials will be held on 6/19/02
(Briefs are due 5 days before pretrialS.)
(The party listing this case for trial shall
provide forthwith a copy of the praecipe to
all counsel, pursuant to local Rule 214.1.)
No. Civil 99-6253 19
Indicate the attorney who will try case for the party who files this praecipe:
Stephen L. Banko, Jr., Esquire, Margolis Edelstein, P.O. Box 932 Harrisburg, FA 17108;
(717)975-8114 - Attorney for Set-Rite Construction, Additional Defendant
Indicate trial counsel for other parties if known: Andrew C. Shealy, Esquire (attorneys
for Plaintiffs); L. C. Heim, Esquire, Katerhman b Heim (attorneys for Craig E. Dallmeyer,
Defendant); Melvin E. Newcomer, Esquire, Kluxen b Newcogf\ir A gt\torneys for Defendant DRB,
. ?JUJUJu Juytl,lua nuWan/
This case is ready for trial. Signed:
Print Name: I STBPHEN L. BANKO, JR., Esquire
Date: April a. 2002 Attorney for: Set-Rite Construction, Additional
e en an
Cr N
a IM
?
o
RANDY L. CLARK and : IN THE COURT OF COMMON PLEAS OF
TERRY D. CLARK, : CUMBERLAND COUNTY, PENNSYLVANIA
Plaintiffs
99 - 6253
VS.
DRS, INC. t/a and d/b/a CIVIL ACTION - LAW
SUPERIOR HOMES and CRAIG :
E. DALLMEYER, t/a and d/b/a
ROLO COURT,
Defendants
s
Vs.
SET-RITE CONSTRUCTION
Additional Defendant
PRAECIPE TO SETTLE AND DISCONTINUE
To: Curtis R. Long, Prothonotary
Cumberland County Courthouse
one Courthouse Square
Carlisle, PA 17013
Kindly mark the above-captioned case settled and
discontinued, with prejudice.
46 W -s4
Andrew C. Sheely,, Esquire
Attorney for Plaintiff
127 South Market Street
P.O. Box 95
Mechanicsburg, PA 17055
717-697-7050
July lI , 2002
* ?* ?(' SYgsLt +<v?ij?'B ? d .4??ryr???y?S.f y,
Y Y{YES DmS. 1??? t'44T 49.x1* h-
Y
?N??+f•?4?MIRI
x. 4*" a ,
,a `-aZ ?u of r'-??r
?. iY .. 54YtFlj^?i tY#t lF
. + + YY ?Y tYk ?k
Y < ?
CERTIFICATE OF SERVICE
I, Andrew C. Sheely, Esquire, hereby certify that I am this
day serving the foregoing Praecipe upon the following named
individual this day by depositing same in the United States Mail,
First Class, postage prepaid, at Mechanicsburg, Pennsylvania,
addressed as follows:
Melvin E. Newcomer, Esquire
339 North Duke Street
P.O. Box 539
Lancaster, PA 17608-0539
L.C. Heim, Esquire
Katherman & Heim
345 East Market Street
York, PA 17403
Stephen L. Banko, Jr., Esquire
Margolis Edelstein
3510 Trindle Road
Camp Hill, PA 17011
Date: July 2002 0
Andrew C SheelyCCCC,, Esquire
C
IJ10 fV
L) N
O