33 Cfld Set Manual-r-_ ~-.
CH AMP ION ®
MODULAR HOMES
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Liverpool, PA Operations
10642 South Susquehanna Trail
Liverpool, PA 17045
Phone : 717-345-2039
Main Contact : Delma Sheaffer, QA Manager
Dsheaffet@championmodularhomes.com
INSTALLATION MANUAL
The manufacturer certifies that the structure (serial# ) is not a manufactured home subject to the
provisions of the National Manufactured Housing Construction and Safety Standards Act and is 1) de signed only
for erection or installation on a site built permanent foundation ; 2) not designed to be moved once so erected or
installed; 3) de signed and manufactured to comply with a nationally recognized model building code or an
equivalent to building codes for site-built housing, or with minimum property standards adapted by the Secretary
pursuant to Title II of the National Housing Act; 4) to the manufacturer's knowledge not intended to be used other
than on a site-built permanent foundation .
General Note: All Information in this manual is suggestive only, sealed State set shall govern
over all designed details in this manual.
Prepared By :
Glenco, Inc.
217 East Main St., Middleburg, PA 17842
(570) 837-0577
Table of Contents
1.0 INTRODUCTION ............................................................................. 1.1
1.1 How To Use This Modular Installation Manual ........................................ 1.1
1.2 Pre-Installation Considerations .................................................................. 1.1
1.3 Safety .......................................................................................................... 1.1
1.4 Important Documents ................................................................................. 1.1
1.4.1 Data Plate ....................................................................................................... 1.1
1.4.2 Addendum ...................................................................................................... 1.1
1.4.3 Individual Plan Set ......................................................................................... 1.1
1.4.4 Air Barrier and Insulation Checklist .............................................................. 1.2
1.4.5 Sprinkler System Piping Inspection Checklist... ............................................ 1.2
1.4.6 Multi-Family Accessibility Checklist ............................................................ 1.2
1.5 Design Specifications ................................................................................. 1.2
1.6 Acceptance of Modules at Deliv ery ........................................................... 1.2
1. 7 Insurance .................................................................................................... 1.2
2.0 DEFINITIONS .................................................................................. 2.1
3.0 SITE PREPARATION ............................................. ; ....................... 3.1
3.1 Location ...................................................................................................... 3.1
3.2 Access .......................................................................................................... 3.3
3.2.1 ForTransporter ............................................................................................... 3.3
3.3 Support Requirements And Soil Capacity ................................................ .3.3
3.3.1 Requirements .................................................................................................. 3.3
3.3.2 Bearing Capacity ...... , ..................................................................................... 3.3
3.3.3 Removal of Organic M!lterial ......................................................................... 3.3
3.3.4 Trash Removal .................................................................. : ............................ 3.3
3.4 Moisture Protection ................................................................................... .3.4
3 .4 .1 Grading and Elimination of Depressions ....................................................... 3 .4
3.4.2 Ground Moisture Control ............................................................................... 3.4
3.5 Crane ..................................................................................................................... 3.4
3 .5.1 Crane Setting .................................................................................................. 3.4
Superior Wall Instruction for Modular Connection -Sill Plate I Blocking. ...... 3.5
3.5.2 Lifting Rig (Cradle) Instructions .................................................................... 3.6
4.0 FOUNDATIONS ............................................................................... 4.1
4 .1 Perimeter Foundation on Basement & Crawl Space ................................. .4.1
4.1.1 Footings UnderPiers ...................................................................................... 4.1
4.1.2 Steel Beams & Columns ................................................................................ 4.1
4.1.3 Clearance ........................................................................................................ 4.1
4 .1.4 Foundation Ventilation ................................................................................... 4 .1
4 .1.5 Foundation Verification ................................................................................. 4.1
4.2 Special Considerations .............................................................................. .4.2
4.2.1 Flood Prone Areas .......................................................................................... 4.2
4.2.2 Placement in Freezing Climates ..................................................................... 4.2
5.0 INSTALLATION PROCESS ........................................................... 5.1
5.1 Pre-Delivery Checklist ............................................................................... 5.1
5.2 Pre-Installation Procedures ................. ~··'APPROVED ........ 5.1
. DATE 11 /14 /16 Page i
PFS CORPORATION
Bloomsburg, PA
Tabl e of Co nten ts
5.3 Crane Installation ....................................................................................... 5.3
5.3.1 Ranch / Cape Set-Up Instructions ............................................................. 5.3-5.4
5.3.2 Raised Ranch / Bi-Level Set-Up Instructions ................................................. 5.7
5.3.3 Two-Story Set-Up Instructions ....................................................................... 5.9
5.3.4 Three Module Wide Set-Up Instructions ........................................................ 5.9
5.4 Reserved ...................................... .' .................................................................. .
5.5 Fastening ......................................... · ......................................................... 5.11
5.5.1 Module Aligning , Leveling, and Interconnection ......................................... 5.11
5.5.2 Securing to the Foundation ........................................................................... 5.12
5.6 Roof Set-Up Instructions .......................................................................... 5.13
5.6 .1 3/12 thru 7/12 Pitch Hinged Roof Set-Up Instructions ................................. 5.13
5.6.2 8/12 thru 12/12 Roof Pitch Set-Up Instructions ............................................ 5.15
5.6.3 Donner Installation ....................................................................................... 5.22
5.7 Closure ..................................................................................................... 5.27
5.7.1 ExteriorRoofs ............................................................................................... 5.27
5.7 .1.1 Optional Tiered Roof Set-Up ............................................................... 5.27
5.7.2 Interior Closure ............................................................................................. 5.28
5. 7.3 Exterior Trim ................................................................................................. 5 .29
5.8 Cross Section & Details ........................................................................... 5.34
5.8 .1 Detail Limitations .......................................................................................... 5.34
5.9 Ship Loose Fire Rated Walls ........................................................... 5.45-5.48
5.10 Hinged Vaulted Ceiling ................................................................. 5.49-5 .54
5.11 Panelized Hip Roof, Shed Dormer & Vaulted Ceiling .................. 5.55-5 .72
5.12 Optional Company Set ............................................................................ 5.73
6.0 OPTIONAL FEATURES ................................................................. 6.1
6 .1 Installation Of On-Site Attached Structures ............................................... 6.1
6.1.1 Garages and Carports ..................................................................................... 6.1
6.1.2 Porches & Decks ............................................................................................ 6.1
6 .1.3 Steps, Stairways, and Landings ...................................................................... 6 .1
6.2 Miscellaneous Lights And Fixtures .......................................................... 6.15
6 .2.1 Exterior Lights ............................................................... : ............................. 6.15
6.2.2 Ceiling Fans ................................................................................................. 6.15
6.3 Optional Panels, Siding, And Molding .................................................... 6.15
6 .4 Exterior Coverings ................................................................................... 6.15
6.5 Telephone And Cable Television ............................................................. 6.16
7.0 APPLIANCES ................................................................................... 7.1
7 .1 Heating Appliance ...................................................................................... 7 .1
7.2 Clothes Dryer Vent. .................................................................................... 7.1
7 . 3 Comfort Cooling Systems .......................................................................... 7 .1
7.3 .1 Air Conditioners ............................................................................................. 7 .1
7.4 Heat Pumps ................................................................................................ 7.1
7 .5 Chimneys and Air Inlets ............................................................................. 7.2
7.5.1 Fireplace Chimney Extensions Above the Roof.. ........................................... 7.2
7.5.2 Assembly and Sealing Sequence ..................................................................... 7.3
7.5.3 Combustion Air Duct Inlets ............................................................................ 7.3
7.6 Range, Cook-Top, and Oven Venting ........................................................ 7.3
~APPROVED
-DATE 11/1 4 /16 Page ii
P FS CO RPORATION
Bloomsburg, PA
Table of Contents
8.0 UTILITIES ......................................................................................... 8.1
8.1 Water Supply .............................................................................................. 8.1
8.1.1 Maximum Supply Pressure ............................................................................ 8.1
8.1.2 Connection Procedures ................................................................................... 8.1
8.1.3 Freeze Protection ............................................................................................ 8.1
8.1.4 Testing ............................................................................................................ 8.1
8.2 Drainage System ........................................................................................ 8.2
8.2.1 Connection Procedures ................................................................................... 8.2
8.2.2 Freeze Protection ............................................................................................ 8.2
8.2.3 Testing ............................................................................................................ 8.2
8.3 Gas Supply ................................................................................................. 8.3
8.3 .1 Type of Gas System Furnished with Home ................................................... 8.3
8.3.2 Power Supply Pressure ................................................................................... 8.3
8.3 .3 Orifice for Specific Gases .............................................................................. 8.3
8.3.4 Connection Procedures ................................................................................... 8.3
8.3.5 Testing ............................................................................................................ 8.3
8.3 .6 Gas Appliance Start-Up Procedures ............................................................... 8.3
. 8.4 Hot Water Baseboard Heat ......................................................................... 8.3
8.5 Electricity ................................................................................................... 8.4
8.5.1 Description And Rating Of Home Wiring ..................................................... 8.4
8.5.2 Grounding ...................................................................................................... 8.4
8.5.3 On Site Connections ....................................................................................... 8.4
8.5.4 System Test Procedures And Equipment.. ..................................................... 8.4
8.5.5 General Notes ................................................................................................. 8.5
8.6 Air Duct Crossovers ................................................................................... 8.7
8.6.1 HVAC Site Completion ................................................................................. 8.7
9.0 FINAL INSPECTION ....................................................................... 9.1
~AP PROVED
-DATE 11/14/16
PFS CO RPORATIO N
Bloomsburg, PA
Page iii
Index of Figures
FIG# PG#
3.1 Sample Data Plate-Liverpool, PA ......................................... , ................... 3.2
3.5A Crane Positioning ........................................................................................ .3.6
3.5B Crane Positioning ........................................................................................ .3.7
4. lA Perimeter Foundation Plan .......................................................................... .4.3
4. lB Perimeter Foundation Wall Details ............................................................. .4.4
4 .1 C Foundation at Dropped Floor/Sill Plate to Foundation Connection ............ .4.5
5.2 Pre-Installation Procedures .......................................................................... 5.2
5.3.lA Module Blocking .......................................................................................... 5.4
5.3.lB Reserved ........................................................................................................... .
5.3.lC Typical 2-Strap Lift for Boxes Up To 50 ft. Long ....................................... 5.5
5.3. lD Typical 4-Point Lift for Boxes Over 50 ft. Long ......................................... 5.6
5.3.2 .1 Bi-Level Stairs ............................................................................................. 5.7
5.3.2.2 Bi-Level Foundation Cut Out ...................................................................... 5.8
5.3.2.3 Cantilever Foundation .................................................................................. 5.8
5.6.1 3/12 thru 7 /12 Roof Set-Up ........................................................................ 5.14
5.6.2 8/12 thru 12/12 Roof Set-Up ...................................................................... 5.16
5.6.2A-B Ship Loose Bump Out Roof.. ............................................................ 5.17-5.18
5.6.2C-E Prow Roof .......................................................................................... 5.19-5.21
5.6.3 Dormer Installation .................................................................................... 5.23
5.6.3A-C Decorative Dormers .......................................................................... 5.24-5.26
5.7. lA Ridge Vent Installation .............................................................................. 5.29
5.7 .lB Valley Flashing .......................................................................................... 5.30
5.7 .1.lA Tiered Roof Flashing ................................................................................. 5.30
5.7.lC-E Ship Loose Roof Extensions & Ship Loose Drop-In Ridge Cap ...... 5.31-5.33
5. 8 .1 Typical Ranch Cross Section ..................................................................... 5 .34
5.8.2 Typical Cape Cross Section ....................................................................... 5.35
5.8.3 Typical Two-Story Cross Section .............................................................. 5.36
5.8.3A Typical Two-Story 3-Box Deep Cross Section .......................................... 5.37
5.8.4 Details ............................................................................................... 5.38-5.39
5.8.5 Gable Overhang Details ............................................................................. 5.40
5.8.6 Gable End Roof Panel Installation ............................................................. 5.41
5.8.7A-C Ship Loose & Hinged Eave Overhangs ............................................ 5.42-4.44
5.9A-D Ship Loose Fire Rated Walls ............................................................ 5.45-5.48
5.lOA-F Hinged Vaulted Ceiling .................................................................... 5.49-5.54
5.11.lA-D Panelized Hip Roof.. ........................................................................ 5.55-5.58
5.11.2A-H Panelized Shed Dormer ................................................................... 5.59-5.66
5.ll.3A-F Panelized Vaulted Ceiling ................................................................ 5.67-5.72
6.1.1 Garage / Carport Dwelling Separation ......................................................... 6.1
6 .1.2.lA-D Ship Loose Overlay King Post Porch ................................................. 6 .2-6.5
.PAPPROVED
-DATE 11/14/16 Page iv
PFS CORPORATION
Bloomsburg, PA
Index of Figures
6.1.2.2A-C Overlay Truss Porch ............................................................................ 6.6-6.8
6.1.2.3A-C Ship Loose Surface Mount Porch ..................................................... 6.9-6.11
6.1.2.4A-C Ship Loose Walk-Out Bay .............................................................. 6.12-6.14
6.4A Lap Siding Installation ............................................................................... 6.16
7.5.1
8.2.lA
8.5.3
Chimneys Extensions Above Roof .............................................................. 7 .2
Vent Through Roof Connections ................................................................. 8.2
Electrical On-Site Connections .................................................................... 8.6
~APPROVED
DATE 11 /14/16
PFS CORPORATION
Bloomsburg, PA
Pagev
1. Introduction
1.1 How To Use This Modular
Installation Manual
This installation manual contains
instructions for the proper installation of a
modular home. Please review this entire
manual before starting the installation process.
If you are professionally responsible
for overseeing or completing the installation of
this modular home, then you are the person to
whom we are writing and directing this
manual. This is not intended to be either a
training guide or a step-by-step "how-to"
instruction for the homeowner or the untrained,
inexperienced apprentice or handy man . We
assume that as a professional, you have the
necessary knowledge and skills gained from
experience and training that will allow you to
perform your job safely, competently, and in
accordance with the requirements of Local
Authority Having Jurisdiction (LAHJ).
This manual includes one method of
installing a modular home. There are several
pages of charts and tables that are necessary to
allow persons responsible for designing the
foundation the flexibility to consider · costs,
terrain, local requirements, and the intended
end use of the product.
References to field construction is the
responsibility of the builder.
1.2 Pre-Installation Considerations
Refer to the Data Plate and the design
loads to make certain that the home is suitable
for the geographic zone where it will be
installed. Before installing the home , obtain
all the necessary permits.
1.3 Safety
There are inherent hazards associated with
the installation of a modular home. We expect
that you or your supervisors, as experienced
professionals, recognize these hazards, are
qualified to work with them, and are capable of
providing safe work practices and equipment that
minimize the risks of injury . These hazards are
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg , PA
1. 0 Introduction
open and obvious, especially to experienced and
qualified persons who must be the only persons
attempting to install a modular home. VARIOUS
WARNINGS and NOTICES are published
throughout this manual as reminders. As
qualified professionals in the field of modular
housing installation, you are the experts and you
must be aware of the hazards and conditions that
you face, and that may result from what you do.
These published reminders may not represent or
identify all hazards, all potential hazards, or all
possible consequences of improper or unsafe
installation practices.
1.4 Important Documents
In addition to this Installation
Manual, the following documents must be
reviewed prior to the installation of this
home:
1.4.1 Data Plate
The Data Plate is an important
document located either at the main electrical
panel, in the utility area, in a bedroom closet,
or in a cabinet in the kitchen (See individual
floor plan for location). The Data Plate
provides various identification numbers for
the home and identifies the wind speed, snow
load and seismic zone for which the home
was designed. This home shall not be
located in an area which has requirements
exceeding those for which it was designed.
Refer to Fig . 3 . l for PA Exemption note .
1.4.2 Addendum
Supplemental addendum pages may be
included with this manual. Those pages
identify requirements for special features
included in the home which are not covered in
this manual, or which differ from the details
herein.
1.4.3 Individual Plan Set
Individual plan sets provided by
Champion Modular Homes, contain crucial
information about set up and connections
required for the structure . Review entire plan
Page I .I
set for support locations, inter-module
connections, and other field connection
requirements. Connections and instructions
indicated on the individual plan set supersede
information in this manual.
1.4.4 Air Barrier and Insulation Checklist
The 2009 / 2012 / 2015 IRC and IECC
Air Barrier and Insulation Checklist (NYS 2016
Uniform Code -2015 IRC Section N1102.4,
Table N1102.4 .l.1 Air Barrier and Insulation
Inspection Component Criteria) shall be copied
and one copy retained by Campion Modular
Homes and one copy sent to the builder for
completion on site. The completed form must be
returned to and retained by appropriate plant
location-
Champion Modular Homes , 10642 S.
Susquehanna Trail, Liverpool , PA 17045 .
1.4.5 Sprinkler System Piping Inspection
The Sprinkler System Piping Inspection
Checklist shall be copied and one copy retained
by Champion Modular Homes Group, LLC and
one copy sent to the builder for completion on
site. The completed form must be returned to
and retained by appropriate plant location -
Champion Modular Homes, 10642 S.
Susquehanna Trail, Liverpool, PA 17045.
1.4.6 Multi-Family Accessibility Checklist
The Multi-Family Accessibility
Checklist, if applicable, shall be completed by
the manufacturer. The completed form must be
retained by appropriate plant location -
Champion Modular Homes, 10642 S.
Susquehanna Trail , Liverpool, PA 17045.
1.5 Design Specifications
Please see specific plan set to verify the
following design specifications:
Ground Snow & Roof Dead Load
Attic Live Load
Floor Live & Dead Load
Wind Speed
Seismic Design Category
1. 0 Introduction
1.6 Acceptance of Modules at
Delivery
2 . The builder or his authorized
representative must be present upon
delivery at the job site.
3. Assurance must be made that the
house shipping papers match
specification ordered.
4. Ship loose items must be checked
and signed for by the builder or
authorized representative within
twenty-four (24) hours, allowing
time to check out the packaged items
under any given category.
5. Any damages , shortages or any
obvious discrepancies, including
weather related damage must be
noted on the shipping papers before
the drivers are released.
Champion Modular Homes disclaims any
responsibility for damages not documented
and reported prior to erection.
1. 7 Insurance
Upon delivery of units to site, the units are
covered by the builder's insurance policy.
~APPROVED
-DATE 11/14/16
PFS CO RPORATIO N
Bloomsburg, PA
Page 1.2
2. Definitions
Local Authority having jurisdiction
(LAHJ)-the state, city, county, municipality,
utility, or organization that has local
responsibilities that must be complied with
during the installation of a modular home.
Data plate -an information sheet located
at the main electrical panel, in the utility room,
in a bedroom closet, or in a cabinet in the
kitchen. It provides the various identification
numbers and identifies the wind speed, roof
snow load, and seismic zone for which the
home was constructed.
Footing -that part of the foundation
system that sits directly on the ground, below
frost line to support the foundation.
Labeled -equipment or materials to which
has been attached a label, symbol, or other
identifying mark of an organization that is
acceptable to the authority having jurisdiction;
that is concerned with product evaluation; that
maintains periodic inspection of production of
labeled equipment or materials; and that
provides labels, the use of which indicates a
manufacturer's compliance with appropriate
standards or performance in a specified manner.
Listed -equipment or materials included
in a list that is published by an organization
acceptable to the authority having jurisdiction;
that is concerned with periodic evaluation; that
maintains periodic inspection of production of
listed equipment or materials; and that
produces listings that state either that the
equipment or materials meet appropriate
standards or have been tested and found
suitable for use in a specified manner.
Must indicates a mandatory
requirement.
NIA -indicates not applicable.
Pier -That portion of the foundation
system between the footing and the home,
exclusive of caps and shims.
Qualified -has the necessary knowledge
and skills gained from experience and training
that will allow performance of the job safely,
competently, and in accordance with all
applicable codes , standards, rules and
regulations and meets all necessary
qualification tests including any license and
2. 0 Definitions
certification requirements that may be in effect
in the area where the home will be installed.
Should -indicates a recommendation
that is strongly advised but not required.
Shall indicates a mandatory
requirement.
Site for a home -a designated parcel of
land designed for the accommodation of one
home , its accessory buildings or structures, and
accessory equipment, for the exclusive use of
the occupants of the home.
Utility connections -the connection of
the home to existing utilities that includes , but
is not limited to, electricity, water, sewer, gas,
or fuel.
~APPROVED
-DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Page 2. I
3. Site Preparation
The integrity of the home depends on
proper site preparation. No matter how the
home was constructed or installed, it must
ultimately suit the site upon which it sits.
There are four primary considerations:
1. Is the home designed for the site?
2. Is the site accessible?
3. Is the site capable of supporting the
design loads?
4 . Is the site designed to prevent
moisture damage?
5. Protect curbing: If curbing is in place,
the builder is responsible to take
precautions to protect the curbing
from damage. Neither Champion
Modular Homes Group, LLC nor
the trucking company will accept
responsibility for curb damage.
6 . Refer to Figure 3.5A for Typical
Crane Positioning.
3.1 Location
The home is designed to meet wind,
snow loads, and seismic conditions for areas
marked on the home's Data Plate (Figure 3.1,
3. lA & 3. lB). Do not locate the home where
required loads exceed the loads for which it
was designed. Locations with lower design
loads are acceptable.
3. 0 Site Preparation
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
P age 3.1
SAMPLE DATA PLATE
DAT..\.PLATE
l\:lanafacturer's Name/Address ·Of Corporate & Manufacturing Facility
CH/U..,iPION MODULAR HOJ',,·IES
10542 SOu'TH SlJSQlJEH.~Di. TRAil..
3. 0 Site Preparation
·-------------------------------------------,--------______ UVERPOOL PA_ 17045 --------------------------.-------------------------------" ! Job/Name/Location : ,,,, r .. '?.:.0:J : PA 1
[ Unit Serial Number : : :Model ! Champion Series ! i Es..= ::=::::::=::i ! EE?E... +! -;.~=;~
6
,;;;~e=·-;-
1------i
! Type ofCoostruction : ! _Use Group--------------------: [ BldgHtlStoiyLimitation : 2 Story-, 35 ft. ! Floor .-\rea .;..! .;;f.;::._=:;..==4-----i
1PL.!\-Name and Address PFS CORPOR-.!\TION 1507 l\1att Pass_ Cotta2e Grove UlI 53527
Furnace: ~Vater Heater: c~~: _____________ __r " 1 !:'..~: __________ ! t i_;_j i
! J',,fodel ! I ! Model ! h,~~I !
Dr-\i:=~~~~~~~~~~;-~t =:---------------------------------------------Dispotti:~~~~~~~~ !-----------------------------------,
El;;-.;tricaIRatiiigi:-lo, 3\V, 120/240 V AC Fireplace: ____________ _
L~~-~~~J:!: __ _! 200 \ }:<1er------; f ,::-:j l
I iij;~~ .... == i!~:i&~=i ~ T --·············1~=:=~J
i (KTin:'_oiitpiit ______ i OfHeatiog Equipment r-&!t-i ! -BTuR _____ TFioorLoad ________ ! 40/30 ! -PSF"--1
I r--~~~~~?l----: ~' 1'l J !-~~;Jsr£: ___ ( ;LB AIR/ 15mins. 1-Fsicr~
i 1speciarEn~onme~ta1 Factors: None · -----------------------· ----------1
i .specii\l ~ens:------,--------------------------------------------------.-------------------------------------------------------------------------! Roof~ : ~I ! Wall~!~ ! Floor!w= : P~· J ! FireRatingExt\.Yalls= ! f ~i:.J
See Site Erection ~·la!mal. Section 210.8 (A) of NEC shall be comnlied with. Buildetr is resoonsible to do electrical
temng ofumt after all comi.ectiom a.e completed.
PA E:s:emption: The 11,fanofacturer certifies that the structure (seriali # ) is not a manufactured home
subject to the provisions of·the.National 11,ianufaclured Housing Construction and Safetv Standards Act and is:
1) Des:iened onlv for erection or inst allation on a si.te built permanent foundation:
2) Not desi=ed to be moved once so erected or ins.tilled:
3) Des:i!!ned and manufa.ctm;ed to como1y with a nationally recoirnized model buildm!'! code or an eguivalent to bui14i%:;
code~ for site-built housine-_ or 1.vith minimum nrooerj~l standards adapted bv the Secretary pursuant to Title Il of the
National Housine-Act
4) To the manufactu!'er' s knowle&!:e titis is not intended to be nsed other than on a site built permanent foundation.
REScb.eck used for energy recruircments. Builder is ::resoom;ible to pro,,ide a p-roperly sized heatiru< sy,;tem and minimum
R-floor insnl:ation and to movide additional :fastening oer installation specs to meet reowed DP ratiru! on ThermaTm
exterior doors. The ibuilder is res:ponstol e to comoly with the 2009 / 2012 / 2015 !RC r:egajrements. for .. -indow irua:rds_
Ins:tructi.ons for water/drain BuildeFto connect all D\VV & Supply from floor thru fonndation to services inclu4i%:;
connections any fue. stQ!!Pin~ to be completed on site_ D~lV & radon reducti'on system (if requged)
to be orm,ided gy builder_ Concealed fitt:irues are facton• tested. Completed system is
tested afteF the unit is set.
Sample Data Plate Only. See State Requirements for Data Plates in QA Manual
~APPROVED
DATE 11/14/16 FIGURE3.1
PFS CORPORATION
Bloomsburg, PA
Page 3.2
3.2 Access
3.2.1 For Transporter
Ensure that the transportation equipment and
home can be safely moved to the site without
damage. Fill any holes or soft places in the access
road, and make sure there is adequate space and a
strong enough surface between the road and the site
to support the home. Consideration must be given to
any berms, ditches or soft fields that may need to be
traversed. Minimum clearance of 15' high by 18'
wide is required to maneuver the home to the
foundation. Remove any overhanging branches, and
have a qualified person raise any overhead wires that
are in the way. Special transportation permits may be
required from LAHJ. Tow-in costs, shuttle trucks or
heavy equipment are the responsibility of the builder
and include idle crew labor costs while waiting for
adequate tow-in equipment to arrive.
3.3 Support Requirements and Soil
Capacity
3.3.1 Requirements
A . firm foundation is necessary before the
home is installed. If the site is on filled in soil, it
must be compacted to at least 95% of its maximum
relative density.
The unloading area (generally in front of the
house) should also be level and compacted or
undisturbed soil with adequate clearance for the crane
and all module units. It should also provide the
installation crew ample room to work in safety.
All access roads to the job site should also be
compacted or undisturbed soil, be smoothly graded
and have a clearance width of a minimum of 15' with
a clearance height of 14', and allow maneuvering of
the crane and transporter without right angle or sharp
turns to prevent damage to the house or lifting crane .
3.3.2 Bearing Capacity
The foundation shall be designed per local
soil conditions. Confer with the local building
3. 0 Site Preparation
authority for the recommended soil bearing capacity
in the area or consult a local geologist or a qualified
professional engineer for their analysis to determine
the bearing capacity. No responsibility will be
assumed by Champion Modular Homes Group, LLC
for damage to basement walls. It is the builder's
obligation to shore (brace) and backfill.
3.3.3 Removal of Organic Material
Removal of all organic material, such as
grass , roots , twigs , and wood scraps, from beneath the
home is required 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 home site to
prevent windstorm damage.
3.3.4 Trash Removal
Builder to provide an adequate sized
dumpster within 50' of the modules. The builder is
responsible to keep the dumpster compacted or
emptied as needed. If a dumpster or compactor is not
available, the builder is responsible for all trash
removal. The set crew is responsible to place all
disposed material in the dumpster. The set crew is
also responsible to run a magnet roller over the site to
remove all loose fasteners from the site surface.
:~APPROVED
DATE 11/1 4/16
PFS CORPORATION
Bloomsburg, PA
Page 3.3
3.4 Moisture Protection
Water must not be allowed to accumulate or
stand underneath the home. Excessive moisture
under the home may cause settling of the foundation,
dampness in the home, and structural damage or long
term deterioration to the home, including damage to
the siding and bottom covering, buckling of the walls
and floors, and problems with the operation of doors
and windows.
WARNING
Excessive moisture underneath the home
can cause structural damage and other
moisture-related problems, including the
growth of mold and mildew, which may be
hazardous to health.
3.4.1 Grading and Elimination of
Depressions
Grade the soil to the edge of the home at 5%
(1ft. per 20 ft) for a minimum distance of 10 ft, so it
slopes away from the perimeter. Depending on the
local landscape and local codes, drain tiles, ditches
and culverts may be needed to drain surface runoff
from the surrounding areas. If so, consult a qualified
professional engineer.
3.4.2 Ground Moisture Control
A uniform 6-mil polyethylene or equivalent vapor
barrier material installed on the ground surface
beneath the home is recommended. A vapor barrier
will not correct poor drainage and when used should
be in addition to proper drainage and grading. When
used, a vapor barrier should cover the entire area
under the home with the material overlapped at least
6 inches and sealed or taped at all seams. It is not
necessary that the vapor barrier be stretched tight.
3.5 Crane
The crane operator should be contacted prior
to delivery to visit the site and assure there are no
problems with the equipment operation or its
intended use.
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg , PA
3. 0 Site Preparation
3.5.1 Crane Setting
Level site to grade. This will allow halves to
be spotted at a location that is sufficient to crane the
home on the foundation without being repositioned.
Individual module weights vary depending
on length and amount of finishing material packed in
unit. Generally, a 46' unit weighs from 20-25 tons;
thus, a crane of sufficient load requirement is
recommended for setting modules. A crane having a
maximum safe distance from the boom foot to the lift
point center of the spreader bar (measured
horizontally) makes backfilling and close transporter
placement important.
Under ideal conditions, the crane should be
positioned near front center of foundation at
approximately 90 degrees to foundation. Place
transporters at approximately 45 degrees to crane, one
each side, exterior walls per drawing, and start with
back module first. This will avoid having boom or
spreader frame over unit not yet set, and having to lift
over any unit. Refer to Figures 3.5A & 3.5B.
Remove protective weatherproofing and
wood strips from center wall and overhangs (weather
permitting), being sure to pull all projecting nails
which may keep units apart. Do not remove any
Deadman Supports.
"B" side of home is the kitchen, bath side
(wet half) unless it is a reverse floor plan. "A" side
of house is the living room side. Center bearing wall
may be a split bearing wall. Each half has a 2" x 3"
wall and simply butt each other. Two story first floor
mate walls will be full 2" x 4" construction.
Sill Plate or Mud Sill. 2 x sill plates are
builder responsibility with every unit (see foundation
drawing for layout). These must be fastened with
anchor straps or foundation bolts set by builder.
Plates must be put down over sill seal material.
Single Sill Plates: Countersinking of nuts and
washers is not permitted, so anchor straps shall be
used. Bolts shall be located to not interfere with joist.
Cut off all bolts that extend past the top of nuts .
Double Sill Plates: Bottom plate is to have a hole
drilled 1/8" larger than bolt size (1 /2" bolt = 5/8"
hole). Nuts and washers shall be tightened, but not
recessed. Top plate is to have holes drilled 1/8"
larger than washer size. Top plate is to be fastened to
bottom plate via .131 x 3" corrosion resistant nails,
two rows at 12" o.c. per row, staggered. Comer
joints and plate ends shall be staggered so seams do
Page 3.4
not line up with bottom plate. Sill plate bolts may
only be recessed into the top plate if there is a double
sill plate on the foundation.
The foundation dimensions should be the
same as the rough floor of the actual unit. It is
suggested that the sill plates be laid on the foundation
square and to the actual dimensions of the rough floor
of the unit.
See kneewall details for installation
instructions.
Remove small wedges in sill plate with saw
approximately 12" wide on small side. The number
of wedge cuts will depend on the type of sling and
number of straps on sling. The reason for the wedge
cuts in sill plate is so that straps can be removed as
each half is set.
Type of sling to be used is contractor's
option.
Superior Wall Instruction for Modular
Connection -Sill Plate/ Blocking
The sill plate must be attached to the top of
the Superior Walls panel prior to the modular
placement.
When sill plate and required blocking are
completed during modular construction, refer to
Figure 19, Floor Connection : Joists Parallel to
Superior Walls Panels and Table 3, Fastening
Schedule in the Superior Walls Builder Guideline
Booklet to attach the modular construction.
Construction adhesive is recommended
between the bond beam and the sill plate.
Bolt the sill plate with minimum Yi'' x 5 Yi''
bolts using washers tightened to the wood sill plate
and the underside of the top bond beam concrete
through the precast holes provided; per Table 3,
Fastening Schedule in the Superior Walls Builder
Guideline Booklet.
When sill plate is attached to the top of the
Superior walls panel (separate from the modular), nail
each joist securely to sill plate with two 16d nails or
according to code, or use Superior Walls Framing
Straps where it is difficult to nail the joists to the sill
plate.
The Framing Strap lies between the band
joist and the sill plate and is fastened with 1 W'
(.148" x 1.500") galvanized nails provided. Use one
nail in every hole of the Framing Strap. Nail the
Framing Strap to sill plate before setting the structure.
Refer to Table 4, Framing Strap Requirements in the
Superior Walls Builder Guideline Booklet.
3. 0 Site Preparation
Nail 2 x 6 end wall braces securely to the sill
plate, every 48" on center, using five I Od nails.
(Braces must be within 12" from the interior of each
comer.) Refer to Figure 19 & Figure 20, Floor
Connection: Joists Parallel to Superior Walls Panels
in the Superior Walls Builder Guideline Booklet.
Add Solid Blocking per Table 3, Fastening
Schedule and Figure 27, Framing Strap Requirements
of the Superior Walls Builder Guideline Booklet.
A shear wall may be required in certain
uneven backfill or open floor plan conditions.
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Page 3.5
3.5.2 Lifting Rig (Cradle) Instructions
The cradle used to erect each modular unit
should be constructed so that it is capable of
telescoping to conform to both width and length of
the modular units being set. Straps or cables should
be used to undersling the modular unit to the cradle .
Straps should be plumb from the notch on the box sill
of the modular unit to the point of connection onto
the cradle. Outward pressure should be applied to
both prevent siding damage and ensure that the
modular unit remains centered on the straps . During
the craning operation, it is essential that the bottom of
each modular unit remain level to avoid lateral stress
on exterior walls which can rack the modular unit and
prevent proper alignment when the sections are
joined together .
-------f1+-----·
L ~-J
I
TYP ICAL
CRANE LOCATION
3. 0 Site Prepar ation
MODULES ARE TO BE LOCATED BESID E OR NEAR
CRAN E FOR PICKING (THIS Wl LL VARY W,TH CRANE
SI ZE AND SITE CONDITIONS) SOM E SITES MAY
REQUIRE A L ARGER CRANE TO REACH MODULE IF
NOT LOCATED BESIDE CRAN E.
TH E CRANE OPERA TOR IS RESPONSIBLE FOR
DE TERMINING CRANE LOCATION AT THE SITE
HOUSE FOUNDATION
FIGURE3.5A
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Page 3.6
MODULES ARE TO BE LOCATED BESIDE OR NEAR
CRANE FOR PICKING (THIS WILL VARY WITH CRANE
SIZE AND SITE CONDITIONS) SOME SITES MAY
REQUIRE A LARGER CRANE TO REACH MODULE IF
NOT LOCATED BESIDE CRANE.
' -------f33-------
3. 0 Site Preparation
MARRIAGE WALL SIDE
EXTER IOR WALL SIDE
TYPICAL CRANE
LOCATION
THE CRANE OPERATOR IS RESPONSIBLE FOR
DETERMINING CRANE LOCATION AT THE SITE
MARRIAGE WALL SIDE
E FOUNDATION
lltl?tllllil
EXTERIOR WALL SIDE
FIGURE3.5B
~APPROVED
DATE 11/14 /16
PFS CORPORATION
Bloomsburg , PA
Page 3.7
4.0 Foundation s
4. Foundations
Foundations are to be designed by a local professional engineer per all state and local codes.
The Foundation is the platform that connects the home to the ground. While a strong
foundation will not, in the long run, overcome a poorly prepared site, an inadequate foundation can
cause the home to fail in resisting the loads it was designed to meet. Failure can range anywhere from
difficult-to-open doors or windows to structural collapse. The Builder must comply with all state and
local code requirements.
4.1 Perimeter Foundation on
Basement & Crawl Space
See Figure 4. lA and 4. lB for sample
perimeter foundation and supporting details.
Check local building codes and regulations
when placing the home on a load-bearing
perimeter foundation with basement or crawl
space. Do not allow an open porch to be
installed over a basement or other enclosed
space.
4.1.1 Footings under piers
Footings shall be designed by a
professional engineer per individual approved
plan.
4.1.2 Steel Beams & Columns
All steel beams and columns shall be
designed by a professional engineer per
individual approved plan.
NOTICE
If clearance under the home is less
than 18 ", service provided through the
manufacturer's limited warranty for
components normally accessible from the
underside, including but not limited to
plumbing, electrical, and structural issues,
may require that means of access to the
components be provided at the
homeowner's expense.
~A P P ROVED
. DATE 11/14/16
P FS CORP ORATIO N
Bloomsburg, PA
4.1.3 Clearance
Wood floor joists shall be a minimum of
8 inches above exterior grade. Inside the
periphery of the foundation , wood floor joists
shall be a minimum of 18" above the exposed
ground, and wood girders shall be a minimum of
12 " above the exposed ground or shall be of an
approved species and grade of pressure treated
lumber. Additionally, sufficient clearance shall
be maintained to allow interconnection of multi-
section units .
4.1.4 Foundation Ventilation
Foundation windows or vents are
required to provide 1/150 of floor area as free
ventilation, except in full basement models . One
ventilating opening shall be located within 3' of
each comer. Ventilation openings may be
omitted when a continuous vapor barrier is
installed and a continuously operated
mechanical exhaust system or a conditioned air
supply system sized for the under floor area is
installed. Other requirements may apply per
LAHJ.
4.1.5 Foundation Verification
The dimensions and square of the
foundation shall be checked in accordance with
approved plans . The items to check:
1. A dimensionally correct foundation .
Measure for length and width as well as
diagonal dimensions . The tolerance is
+/-1/2".
2. Additional dimensional requirements
may include offsets and bump-outs .
Page 4.1
3. A level foundation. The tolerance is +/-
1/8", free of humps or depressions.
4. The sill plates must be installed and
properly fastened prior to the delivery of
the house. Apply sill sealer insulation and
termite shield to top of foundation wall
and secure sill plate to top of foundation
with approved fasteners or equivalent
alternative method. Fasteners should be
located l '-0" from each comer and spaced
at a maximum spacing indicated on
individual plan or by state and local codes.
Sill plate bolts shall not be recessed into
the sill plate and should not interfere with
floor joist. Sill plate bolts may only be
recessed into the top plate if there is a
double sill plate on the foundation.
5. The foundation code approved columns,
piers or bearing plate layouts shall be
verified so that the column loads and
locations plan are correct for the unit and
per the approved plans. All required center
girder support materials must be supplied
by builder and be on site the day of the
set.
6. Bracing and backfilling. The foundation
must be adequately braced and backfilled
for safety and to avoid delays during the
set. The foundation should be exposed a
minimum of 18" for a crane set.
4.2 Special Considerations
4.2.1 Flood-Prone Areas
If the home is intended to be located in a
river or coastal flood-prone area, consult a
qualified professional engineer to make sure that
the foundation design and construction conform
to applicable requirements ofLAHJ.
4.2.2 Placement in Freezing
Climates
To preclude the harmful effects of
ground frost heave, footings must be at or below
the frost line or otherwise protected from the
effects of ground frost heave. Consult local
4. 0 Foundations
authorities to determine the depth of the frost
line.
~APPROVED
. DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Page4.2
'ti ~ "" :"'--UJ .,, .,, CP U) on 3 0 :g. :::a C .,, ~o ~~ ;:I 0 z ~ il j1 "I~ ~ " !2 ~ VARIE;,]'_ER FLOOR PLAN -STlJ_D TO STUD IL\DIT,\llLE 11.00~IS IN MSEMEtffl MUST DE PROVTmmwm, !Jr.HT, VOO,ANO r:r.Rr:.~ OPENINGS TO ~IEETCODI:.. AL11!RNATECRA\V1.Sl'ACI! ACCESS 1,·d~· MIN ~ ~ 0: ~ ~ +-+H+-~ ---B----~I.OCTMERTYrtf.AlffiRALL PPORTSPACINC LINDI! CEN'Tl!.RDEAMl'fJl APPROVED PUN -===-)-~ 5 !al"' ~ g :E t'5 § ~ ~, .... .... --.... ,I:,,. --.... 0\ l:t. :g 1=-:, 'O I I~ il:I CRAWLSPAC'EMOOELS hl MIN.CONnNUOUSSIU. PLATE Sl!ESHEl!TUFORDETAIL m.acowt.tNmlCALFOR AU. MODl?UWml RJLLllASOIENTS FOUNDATION PLAN. FIGURE4.1A SVSTU{(SEEC.'R~!~~~ Notes I. All design notes and details on this foundation plan are for reference only. The actual foundation design is dependent upon unique site conditions and shall be designed by a professional engineer or architect. 2. See individual floor plan for actual foundation dimensions and loads. Verify all dimensions prior to construction. 3. All aspects of the foundation construction are to be performed on site, and are subject to local building code requirements and approval. 4. Individual plan sizes reflect wood to wood dimensions, allowing sheathing and siding to overhang the foundation. If additional exterior foam insulation is used, increase the foundation in length and width accordingly to maintain proper overhang. 5. Foundation sill plate shall be 2x6 min. pressure treated lumber, placed on foundation walls with a sill sealer. 6. Sill plates shall be anchored with Y," min. anchor bolts that extend 7" min. into masonry or concrete, spaced per individual foundation plan. There shall be a min. of two bolts per plate section with one bolt located not more than 12" or less than 7 bolt diameters from each end of the plate section. An additional anchor bolt shall be installed on both sides of center beam within 12" of beam. Top row of block cores shall be poured full with concrete at anchor bolt locations. 7. The min. compressive strength for all concrete work to be completed on site shall be determined by the professional engineer responsible for foundation design. 8. Type "M" or "S" mortar shall be used in all masonry. 9. All footings must extend below the frost line. Exterior footings shall be placed a min. of 12" below finished grade. I 0. Foundations may be full basement, crawl space or slab, or a combination thereof 11. Drainage and waterproofing as required by site conditions shall be provided on site. 12. The finished grade shall be a min. of 8" below top of foundation wall and shall pitch away from structure 6" min for first IO' (5% grade). 13. All on site support beams shall be designed by a professional engineer or architect. 14. For location and infonnation on basement stairs, see individual floor plan. 15. Full basement foundations shall have an egress opening where required by state and local codes. 16. Unless otherwise specified on individual plans, 16"x 24" min access to crawl space foundation shall be provided by builder through crawl space perimeter in compliance with all state and local codes. 17. Crawl space ventilation of 1/150 of actual enclosed crawl space area shall be provided with one opening within 3' of each comer. 18. A GFCI protected receptacle and a switched light fixture shall be provided at the crawl space access for service of .. . . . . . . . :-1:s.. c:::::, ~ ~ ;::s ~ .... 5· ;::s C,;
'"t:l ~ (I) :"' -Is.. GRADE TO PITCH AWAY FROM STRUCTURE6" PER FOOT MIN. (FORTHEFIRSI"H)') r-OOTINO SIZE& REINFORCING TO DE DETERMINED BY A LOCAL ENGINEER OR ARCHITECT BASED ON ACTUAL LOADS AND SOIL CONDITIONS 4"D1AM. PERFORATED FOOTING DRAIN LAIDONTTHICKBEDOF~iUNl!.COVl!R W/CRUSHED STOifi: EXrENDINO 6" ABOVE AND ITDE.YONDTUEOlJTSIDEl!DGEDF THE FOOTING. COVER ENTIREASSEMBL Y W/AJ'PROVEDFlLTERMAnAND OISCHARGE TO DAYLIGHT lfT ANCJIORllOLT@11'0.C.AND WITHIN 12"0FCORNER UNLESS NOTED OTIIER\VISF.ON lNDIVIDUAL PLJ.N. DETAILA-1 h6 t.llN. P.T.SIU. WISIU.SeALER FASTfiNEDTO f,QUNDATIONW/ ANCIIORllOLTS WATER PROOANG FDtltruATION COATING PER ALLSTATE k LOC'ALCODe REQUIREJ.IENn FOUNDATION WALL PERIMETER FOUNDATION WALL DETAIL FULL BASEMENT ~~l!!'ALL1llREADB0LTSWf(!) \VASliERS &. (2) NUTS@48" O.C. MAX. OR 3,,11' 1_.i.r,s )2" O.C. MAX. OVER LE.~GTH OF MODULE ORJ\DETOPITOIAWAYFROM STRUCTIJREi"PER F'OOTMIN. (FOR TIIE FIRST 10) GRADE FOOTING SIZE A REINFORCING TO lll!UL1Tl!ltt.llNl!U UY ALO<.:AL ENGINEER OR ARC.1flTECTBASED ONACTUALLOADSANDSOJL CONDITIONS DETAILA-2 lfl' ANCHOR DOLT@72'0.C.AND WITIIIN 1.2" OF CORNER UNLESS NOTED OTHERWJSE ON lNOJVlDUAL !'LAN. Notes I. Verify all dimensions and support locations with individual plan prior to construction. Modular 6'm.ro,.vin1,v1.,NHVAPOR manufacturer will not assume any responsibility if "'"'"":ove,1;1rs11,LLBn column/pier spacing exceeds max. spans shown on ~t;.f;Jo~~~u.o':-~":1"" individual foundation plan. For specific loads & load ~~~i~t='ii'.'JND points, individual plan must be referenced. 1~~~~~1,::'!i_ 2. Columns, piers and their footings to be sized by a professional engineer or architect per individual floor plan loads. 3. Type "M" or "S" mortar shall be used in all masonry. 4. Compressive strength for concrete footings shall be determined by professional engineer responsible for th PERIMETER FOUNDATION WALL DETAIL CRAWLSPACE foundation design. 5. All exterior footings shall be placed 12" min. below undisturbed ground surface and must extend below the frost line. FLOOR JOIST 1/2' AU. TI-IREADBOLTSw/(2) WASHERS&(?) NUTS it 4Jr O.C: MAX.ORWLAGS)2"0.C..MAX OVERLE.'iOTIIOFMODULE SIU. !'LATE ANCIIOR (2) Pl:R PIER DETERMINED BY A PROR:.SSIONAL • • ; REJNFORGNG AS REQUIRED PER ENOINEERORARCIIITECTDASEDON • ~ -~,· LOCALCODEANDlNDIVlOUAL 6. Interior crawl space footings may have bottom of footiqg at the finished grade of the under floor surface. 7. Insulation in floors or on foundation walls to be install by builder per individual Res-Check provided by manufacturer. 8. Provide 4" min gravel with 6 mil polyethylene vapor barrier under crawl space areas. ACTUALLOAOSANDSOlLCONOmDNS • " FOUNDATION DESIGN FtXmN<ISIZE&REINFORC.1N<iT0DE \& c.M.U ORCONCRCTEPIERW/ ~ 1 GRAVEL: ..... -~ . , COMPACTI!DANO I.EVELB>OFF VAl'ORDARRIER6MIL •:.~ ·: :. ·:·~ •. • POLYVAPORDARRIER,OVERL\P • 1 ' ' .,. DETAILB SIIAU.Dl!t.llN.OF6•AN0St1AU BESEAt.EDOR TAPED, EDGES OF VAPOR RETARDER SHAU. EXTENDATI.EASTCUPTHE ST'EJ.I WAU. AND SHALL OE ATTACHEOANDSEAL.ED1'01llE STEM\VAlL PERIMETER FOUNDATION WALL DETAIL ·---· ,.~ ...... . FULL BASEMENT-:SI t:.l:!LLULUMN FIGURE 4.lB DETAILC PERIMETER FOUNDATION WALL DETAIL CRAWLSPACE-PIER CONNECTIONS ON TIDS PAGE ARE LIMITED 90 MPH PRESCRIPTIVE WIND DESIGN. REFERENCE INDIVIDUAL APPROVED PLAN FOR CONNECTIONS REQUIREMENTS IN WIND ZONES OVER 90 MPH. "Tl . i CP(l)O. gn ~ _··~ 3 0 m . -Vl ;;:a ; g-,, "30 ..... :t. ~ ~ s :g -I ~ ~ t-1 ..... 0 0 O'I '...:::: z (g :l::s. a ~ l,:: ;::s 2-..... -. Cl ;::s VJ
SEE FLOOR PLAN
FOR DROP LO ATION
' 4
a
12"
4. 0 Foundations
TREATED MATERIAL
2x6 MIN TREATED SILL PLATE
DETAIL A
FOUNDATION AT DROPPED FLOOR
1!2' MIN . ANCHOR BOLTS W/7" MIN
EMBEDMENTS IN FOUNDATION , OR
APPROVED ALTERNATE UNLESS NOTED
OTIIERWISE ON APPROVED PLANS
DETAILB
2x6 MIN. PRESSURE TREATED
CONTINUOUS SILL PLATE
SILL SEALER AND TERMITE
SHIELD
CO NCRETE OR BLOCK
FOUNDATION
SILL PLATE TO FOUNDATION CONNECTION
~A PPROVED
. DATE 11/14/16
FIGURE4.1C
PFS CORPORATIO N P age 4.5
Bloomsburg, PA
5. Installation Process
5.1 Pre-Delivery Checklist
Before transporting the home to the site
location, make sure the following items are
checked:
1. The home is designed for the proper
geographic zone: wind, snow, seismic
(Chapter 3).
2. The site is properly prepared (Chapter
3).
3. All foundations and required supports
are properly constructed and located.
(Chapter 4).
4. Utilities are installed or available.
5. Any trenching for a crossover drain line
is complete.
5.2 Pre-Installation Procedures
1. Move the first section of the home into
the desired location.
2 . Remove the material used to weather
proof the module. Failure to do so could
affect the ventilation characteristics of
the home and result in moisture damage.
5. 0 Installation Process
3. Drive flush or remove all protruding
nails or staples or other objects that
could hold the sections apart along the
mating surfaces.
4. Refer to Figures 5.6.l & 5.6.2 to
determine if any portion of the roof
requires lifting before unit is set in place
before proceeding .
5. Before the fmal positioning of the
subsequent mating sections, make sure
that mating line gaskets are installed
according to Figure 5.2.
a. Material used for this purpose shall
not be placed in a position where it
could restrict the air ducts of the
heating system, supply or return air
ducts that might cross at the floor
line or through the ridge beam.
b. If there is an internal crossover duct,
make certain that a connection seal
is in place prior to joining the two
sections.
FIRE BLOCKING & INSULATION
(To be completed by Builder)
After the modules are set, the space
between the modules should be filled with
insulation or approved foam fill at the
following locations; (1) at floor between
mateline girders, (2) at ceiling between
mateline girders, (3) at matewall openings,
and (4) at exterior gable wall mating seams.
This is necessary to prevent air blowing
from the attic between the units and into
living areas of the modules.
6. Repeat steps 1-5 for all modules.
~APPROVED
DATE 11 /14/16
PFS CORP ORATION
Bloomsburg, PA
Page 5.1
5. D Installation Process
ROOF
CE ILING / ROOF PERIMETER
END OF MODULE
FLOOR PERIMETER
ANY OPENING BElWEEN MODULES
FIGURE 5.2
~APPROVED
DATE 11 /14 /16
PFS CORPORATION
Bloomsburg, PA
P age 5.2
5.3 Crane Installation
WARNING!
Homes weigh several tons and can fall during
installation.
FAILURE TO USE ADEQUATE SAFETY
MEASURES MAY RESULT IN SERIOUS
INJURY OR DEATH.
Never allow anyone under the home until the home
is safely installed.
Individual module weights vary
depending on length, width, and style of home.
This, along with the distance the crane has to
"reach out" to the foundation, drastically affects
the size of the crane needed to erect the home.
Consult your local crane companies to determine
what size will be needed for your particular
situation. Reference details in Section 5.6.1 and
5.6.2 for individual roof pitches.
If you have selected the optional factory
installation service offered by Champion
Modular Homes, the crane company will be
contacted by an Champion Modular Homes
representative prior to the installation date. The
Excel price estimate for factory installation
services includes a crane with site condition
assumptions that meet the mrnunum
requirements outlined in this manual. Any site
conditions that exceed minimum requirements in
this manual may result in additional charges.
5.3.1 Ranch/Cape Set-up Instructions
1. Drill holes 1" diameter, located 2" from
the bottom edge. If using straps, straps
must be approved for this use and used
rn accordance with manufacturer's
instructions.
a. For units 50' and under in
length, two lifting points are
required, located 20% of the
unit length in from each end.
See Figure 5.3.lC.
b. For units 50' to 70 ' in length,
four lifting points are required,
located 20% of the unit length
5. 0 Installation Process
in from each end and two in the
center. See Figure 5.3.lD for
recommended pick points.
c. Modules that have bump outs or
setbacks may require additional
cables for lifting and setting.
This requirement should be
determined by the crane
operator and/or set crew.
Note: Drilling or notching of clear
span beams for lifting purposes is
not allowed in the center third of the
beam span.
2. Spot the section of the house that needs
to be set first at a convenient location
for the crane.
3. If the module has a hinged roof that
overhangs the module mate line, the
roof may need to be lifted into position
at this time . Otherwise, the roof can be
lifted after the module is set in place.
See Figure 5.6.1 and 5.6.2 for necessary
instructions.
4. Unbolt carrier from module.
5. Temporary straps, posts or bracing
straps should not be removed until
modules are set on the foundation and
secure. Removal of temporary framing
is builde r responsibility.
6. Attach spreaders to the crane and lower
over the frrst module. Now, place the
cables to match the spreaders under the
home (be sure to place the cables
between the heat duct, plumbing and
waterlines if installed) and attach to
spreader. See Figure 5.3.lA for crane
installation. These figures are for
reference only, and the final decision &
responsibility lies with the installer.
Caution: Before lifting the module, check
for cable clearance.
~APPROVED
DATE 11 /1 4/16 Page 5.3
PFS CORPORATION
Bloomsburg, PA
7. If the cables will touch the siding or any
part of the module that can be damaged,
block them away from the module at the
appropriate locations with 2 x 4's or
larger.
8. Module must be lifted at a slight angle,
with sidewall side lower than the
marriage w all side. This will make it
easier to position the module on the
foundation.
9 . To set the module exactly square on the
foundation , mark the centerline of each
end wall on the sill plate ( or provide a
block at this location) and place the first
module to these alignment marks .
10. Place basemen t support columns w ith
half of the support plate under the center
beam of each half of the module .
TYPICAL
MODULE
'A '
5. 0 In s ta llatio n Process
11 . Unhook sling and remove cables and
repeat steps 1 through 10 for next
section.
12. Refer to Section 5.5.1 , step #3 regarding
use of "come-along".
TYPICAL
MODUL E
'B '
APPROVED
DATE 11 /14 /16
PFS CORPORATION
Bloomsburg, PA
L-------------------------------------------------~
NOTE: TO GET PROPER MODULE CENTER LINE (MARRIAGE LINE) HE IGHT.
(PRIOR TO SETTING MODULES ON FOUNDATION) A TIGHT MASONRY STRING
SHOULD BE FASTENED ACROSS THE TOP OF THE SILL PLA TE S AT THE
CENTER LINE (MARRIAGE LI NE) SO WHEN LOWERING THE MODULES IN TO
PLACE THE STRING CAN BE USED AS A STOP POINT.
FIGURE 5.3.lA
Page 5.4
/I
I I I I I I I V
%
II /'
I/
5. 0 I nstallation Process
-~APPROVED
DATE 11 /14 /16
PFS CORPORATION
Bloomsburg, PA
-PROVIDE PADDED BUMPE R
ALONG
UGH TO
BOARDS AT EACH STR AP
THE SOFFIT (THICK ENO
PREVENT DAMAG E)
I
" I I I I I I I I I I .A' I
I I I /I
I/ I I I I I I
I I I I I 11 I I I
l vv v.,,
I I I I I I vv
... v
""-ANY OPENING THAT EXTENDS_/
TO THE FLOOR SHALL HAVE A
20% L DBL STUD ADDED AT THE 20% L
LIFTING POINT OR THE LIFTING
POINT SHALL BE RE-LOCATED.
L
TYPICAL 2 STRAP LIFT FOR BOXES UP TO 50 ft . LONG
THE DETAILS SHOWN ARE SUGGESTED APPLICATIONS ONLY.
EACH HOME & JOB SITE ARE UNIQUE.
FIELD ADJUSTMENTS MAY BE REQUIRED.
NOTES:
1. MATEWALL OPENINGS MUST BE SUPPORTED AT PICK POINTS.
PROVIDE DOUBLE 2x4
BLOCKING AT ALL
DOOR THRESHOLD.
2 . RELOCATION OF P ICK POINTS MAY BE NECESSARY IF NOT ADEQUAT ELY SUPPORTED.
FIGURE 5.3 .lC
Page 5.5
I I
I
I I
I I
I
I I I
I I I I
I I I I
I I I I
I I I I
20% L
/
/ /0 /
I I I I I I ,I' /I
I I / I I I I I I /'1 I 1/1 I I r I
I I '..V I I V I II I V I I
I /I I I X I I I I/ I I
~ A /
I A ,/ /
I I I 1/1 I ,/ ./
II I I 1 11
I I I II
""-ANY I PENING TH AT EXTENDS_/
TO TH FLOOR SHALL HAVE A
DBL ~TUD ADDED n THE
LlnlNC PO INT OR THE LIFTING
POI NT SHAL L BE RE-LC CATED.
40% L
L
•
5. 0 Installation Process
-~APPROVED
11 /14 /16
RPORATION
DATE
PFSCO
Blo oms burg, PA
PROVIDE PADDED BUMPER
STRAP ALONG
ENOU GH TO
BOARDS AT EACH
THE SOFFIT (THICK
PREVENT DAMAGE)
I I I I I I
I B I I I I
I I I I I
I
I
I I
//
//
I
20% L
40% L
I
V
V PROVIDE DOUBLE
2x4 BLOCKING
AT ALL DOOR
THRESHOLD .
TYP ICAL 4 POINT LIFT FOR BOXES OVER 50 ft . LONG
THE DETAILS S H OWN ARE SUGGESTED APPLICATIONS ONL Y.
EACH HOME & JOB S ITE ARE UNIQUE.
FIELD ADJUSTMENTS MAY BE REQUIRED.
NOTES:
1. MATEWALL OPENINGS MUST BE SUPPORTED AT PICK POINTS.
2 . RELOCATION OF PICK POINTS MAY BE NECESSARY IF NOT ADEQUATELY SUPPORTED.
FIGURE 5 .3.lD
Page 5.6
5.3.2 Raised Ranch/Bi-Level Set-up
Instructions
The installation of a Raised Ranch / Bi-Level
Home follows all the same procedures described
for the single story Ranch / Cape Home.
Reference Section 5 .3 .1.
In addition, the following procedures should be
followed, and completed b y builder:
1. Remove temporary flooring in foyer
area and construct landing and stairs .
Note: Lower set stair riser height will
vary depending on overall foundation
height and concrete floor thickness.
This must be considered when
constructing stairs.
3'-0 "MIN
RATE D FLOO R
SHEATHING
2x FLOOR JOJST
RISER BOAR D
CONC REfE BAS EMENT
FLOOR
' ' ' ' '
' ' ' '
5 . 0 I nsta llatio n Process
2. Complete construction framing of area
surrounding exterior door. Install door.
3. If a cantilever floor system was
incorporated into this raised ranch
module, the module floor must be
insulated in the area extending beyond
the foundation. Install blocking to build
down soffit area, and then install "J"
channel and solid soffit.
4 . Install inside and outside exterior comer
posts in foyer area, and complete siding
installation.
RAIL ING INSTALLED
BY BUILD ER
36"MIN.
-+--+l-l:< STIJDS
RATED SHEATII ING
SID ING CORNER
EXTER IOR FINISH
SO UD SOFFIT
RATED FLOOR SHEATIIJNG
BY BUI LDE R
'1f=''======="=":iL--LAND1NG BY BUD.DER OR FA CTOI
SU PP ORT BY
BU D.DE R
SEE INDIVIDUAL PLAN SET
2x6 IN TREATED SILL PLATE BY BU
FOUNDATI ON BY
BUI LDER
~APPROVED Bl-LEVEL STAIRS
DATE 11/1 4/16 FIGURE 5.3.2.1
PFS CORPORATION Page 5. 7
Bloomsburg, PA
5. 0 Installation Process
lf------ENrRY MAY BE RECESSED
CUT OUT ON SITE
AFTER MODULE IS SET
HEADER
DOOR RO.
VARIES
SEE JND!VIDUAL PLAN
2'6 MIN PRESSURE TREATED
SIil.PLATE
Bl-LEVEL FOUNDATION CUT OUT
FIGURE 5.3.2.2
( completed by builder)
DRYWAil,
2xSTUDS
FIELD INSTALLED INSULATION
SEE INDIVIDUAL RES -CHECK
FOR REQUIREMENT
(3) 16d NAIL TOENAIL'i
JOIST TO SILL PLATE
EXTERIOR SHEATIIlNG
EXTERIOR FINISH
BLOCKING BE1WEEN JO!STS
AT FOUNDATION EDGE
2x6 MIN . PRESSURE TREATED
CONTINUOUS SILL PIATE SOLID SOFFIT
SILL SEALER AND TERMITE SIIlELD
~APPROVED
-DATE 11 /14 /16
PFS CORPORATION
Bloo msburg, PA
FOUNDATION ANCHOR BOLT OR APPROVED
FASTENER IN FOUNDATION
CANTILEVER FOUNDATION
FIGURE 5.3.2.3
Page 5.8
5.3.3 Two Story Set-up Instructions
In the installation of a two-story home,
the steps and field installation work varies with
each model, therefore the builder must consult
the individual approved building drawings for
module connection details and the systems
interconnection requirements. These, along with
the following procedures, should be used for the
setting of two-story modules.
1. Place the bottom modules on the
foundation by following "Ranch/Cape
Set-up Instructions" outline in Section
5.3.1.
2. First story modules must be leveled,
aligned and connected prior to installing
second story modules. For mating and
securing instructions, follow "Module
Aligning, Leveling and Inter-
Connections Procedure" in Section 5.5.
3. Secure the ceiling band joists of the
lower modules together per Figure 5.8.4
Detail F. Any gaps must be shimmed
solid before bolting or lagging so there
is wood-to-wood contact.
4. Check for exhaust fan ducts in ceiling
that may need to be run to exterior
sidewall for discharge. Hook up as
required.
5. Prepare upper story module for
installation. Insulate cantilevers, if
applicable, or between modules as
shown on Figure 5.2.
6. Attach crane and raise roof if required,
as outlined in Section 5.5. Raise module
into position over first story module.
7 . Locate wiring drops and position into
area provided to accommodate hookup.
8. Check for proper alignment at marriage
wall, comers . and clerestory areas, if
applicable, and lower into place.
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
5. 0 Installation Process
9. Attach upper module floor perimeter to
lower module ceiling perimeter with 16d
nails, toe-nailed at 6" o.c, unless
otherwise noted on approved plan.
10. Repeat steps "5" through "9" for next
module.
11. If the home has a flipped overhang
along the sidewalls, they should be
lowered into position at this time.
12. Builder / siding contractor shall secure
top modules to bottom modules by
installing an exterior sheathing band that
spans the second floor exterior perimeter
band and the first floor ceiling perimeter
band mate line. The exterior sheathing
band shall be a min. of. 7 /16" x 6" wide
OSB and attached to upper and lower
perimeter band with one row of 16d
nails or equal, at 6" o.c., unless
otherwise noted on approved plan.
13. Fire blocking shall be provided .and
installed at all ceiling and floor levels by
the builder, whenever the fastened
modules have gaps. The thickness, type,
and installation of material serving as a
barrier to the unobstructed movement of
flame and products of combustion shall
be in compliance with AS1M EI36 and
approved by the governing code official.
The integrity of all fire blocks shall be
maintained.
5.3.4 Three Module Wide Set-up
Instructions
In the installation of a three modular
wide home, the steps and field installation work
varies with each model, therefore the builder
must consult the individual approved building
drawings for module connection details and the
systems interconnection requirements. These,
along with the following procedures, should be
used.
1. Place one of the outer modules on the
foundation by following "Ranch/Cape
Set-up Instructions" outline in Section
5.3.1.
P age 5.9
2. Place the inner module on the
foundation by following "Ranch/Cape
Set-up Instructions" outline in Section
5.3.1.
3. Place the final outer module on the
foundation by following "Ranch/Cape
Set-up Instructions" outline in Section
5.3.1.
4. If erecting a two story home follow the
"Two-Story Set-up Instructions" using
the sequence above.
5. 0 In sta llation Process
~APPROVED
DATE 11/14 /16
PFS CORPORATION
Bloomsburg, PA
Page 5.10
5.5 Fastening
5.5.1 Module Aligning, Leveling, and
Interconnection
1. After the sections have been positioned
together, check that all modules are
aligned with the foundation, and that
walls and floors butt as tightly together
as possible.
2. Minor gaps between floors, roofs, and
column supports, up to 1 W' max., may
be closed with lumber or wood plywood
or osb shims fitted for the total length of
the gap. When shims are used, fastener
lengths shall be increased by 1.5 times
the shim thickness.
3. When gaps are too large to shim, use a
"come-along", secured to the perimeter
band joists, to draw the units together.
4. Starting at one end, level the floor at the
mate line by adjusting the !ally columns
or shimming the piers. Be sure that door
openings, floor, and gable end walls are
level and even. Adjustments should be
made at this time.
1. Sometimes, a misalignment may
occur. Misalignment may show up
on the end walls, mate wall
archways and/or doorways that are
not flush.
2. There are several reasons that
misalignments may occur: the
foundation was not level, the
basement center supports were not
adjusted correctly, or there may
have been movement of the module
framing through transportation or
during set-up.
3. The problem can be identified by
the following characteristics: The
modules will be flush at the end
walls and doorways at the floor, but
discrepancies start to become
evident toward the ceiling or roof.
5. 0 Installation Process
4. Misalignments can easily be
remedied at this time with the use of
a "come-along". Attach "come-
along" and chains to ceiling of
opposing module and apply pressure
to bring them back into alignment.
Secure in place with 16d nails and
perforated straps before releasing
"come-along"
5. Failure to take corrective
measures at this time will result in
extensive work later in the
construction process.
5. After the modules have been aligned
and leveled, a floor girder beam
connection shall be provided by
installing 1/2" thru bolts or 3/8" lag
screws (where permitted) to connect the
floors as shown in Figure 5.8.4 Detail B.
If the home has through-the-floor-
crossover air ducts, make sure the
spacing of the bolts or lags avoids the
duct area.
1. 1/2" Thru bolts -Drill 9/16" holes
in the center of the girder beam
under the mate walls beginning at
24" from each end and continuing at
48" o.c. along the entire length of
the girder. If there are any gaps
between the girder beams , the gaps
must be shimmed solid before
bolting so that solid wood-to-wood
contact is provided. Install W' bolts
with nuts and washers along the
length of the girder beam. Do not
use bolts to pull the home sections
together.
2. 3/8" Lags (where permitted) -Drill
Pilot holes to avoid splitting the
girder beam members. Lag length
shall be determined by the width of
the girder beam so that l"
penetration into last girder member
is provided. 3/8" lags shall be
installed at 32" o.c. along the length
of the girder beam.
APPROVED
DATE 11/14/16 Pag e 5.ll
PFS CORPORATION
Bloomsburg, PA
6. Align the ceiling and the end walls of
the sections with each other on the
inside of the home.
7. Fasten aligned end walls together with
0.13 lx3.5" nails, or equivalent, spaced
at a max. of 6"o.c.
8. Align interior wall openings. Verify that
walls are the same width at the top,
bottom, and center of the opening. Shim
wall apart or clamp together as needed
to align. Secure modules together at
interior opening using .13 l "X2.5" toe
nails at 6" o.c.
9. L VL beams projecting below ceiling
into living space or above ceiling into
attic cavity shall be fastened together
with 16d nails or #8 x 2 W' screws at
16" o.c . along each edge of beam for the
length of the beam.
10. Where adjoining modules have gaps,
fire stopping shall be provided and
installed at all ceiling and floor levels by
the builder on site. The thickness, type,
and installation of material serving as a
barrier to the unobstructed movement of
flame and products of combustion shall
be in compliance with ASTM E136 and
approved by the governing code official.
The integrity of all fire blocks shall be
maintained.
11. Builder shall repeat steps 1-7 for
multiple story structures. Access to
upper story bolt or lag locations shall be
provided by openings in the ceiling of
the story below or floor sheathing cut
outs in the story above. All access
openings shall be closed and repaired on
site after connections are completed.
12. When the end walls directly below the
roof are secured, make sure the roofs are
aligned and the ceilings line up. If they
are misaligned, the section may be
racked to bring the roofs and ceilings
into alignment.
5. 0 Installation Process
13. Secure adjoining roof sections together
per approved plan.
14. Remember that the fasteners are used to
secure the sections together and must
NOT be used as a way to pull the roofs
together.
15. Adjustments to be completed by builder.
After completing the leveling of the
home , check the door and window
operation. Minor adjustment of the
shims at some support columns or piers
may be needed to improve the operation
of a door or window.
5.5.2 Securing to the Foundation
1. Typical module to foundation
connection to consist of 16d toenails
angled through modular perimeter into
sill plate at 12" o.c. unless noted
otherwise on approved plan. Check for
additional local code requirements.
2. Center floor beam support shall be
provided by steel columns with
l/2"x6"x9" min . steel plates or masonry
piers. See approved plan for required
locations. Check local codes for
compliance.
3. Basement models -Secure floor center
girder to column plates with (4) 3/8"X
3" lag screws. Crawl space models -
Attach floor center girder to pier plate
with .131"x3" nails @4" o.c. both sides
of girder.
4. Fasteners for treated wood sills shall be
of hot-dipped zinc-coated galvanized
steel, stainless steel, silicone bronze or
copper.
APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Page 5. 12
5.6 Roof Set-up Instructions
5.6.1 3/12 thru 7/12 Pitch Hinged
Roof Set-Up Instructions
The following procedure is designed to set the
3/12 thru 7/12 pitch hinged roof system.
1. After home has been set and secured to
the foundation as described in Section
5.5.2, continue with the following
procedures.
2. Lift top hinged portion of roof to same
angle as lower portion. Use extreme
care not to raise roof too high or truss
/ sheathing damage may occur.
3. Swing hinged knee wall down into
place. The 2x truss knee wall plate
should rest on the 2x truss king post
plate. Secure knee wall plate to king
post plate per truss manufacturer's
instructions. Also refer to individual
approved plan for required fasteners and
connections
4. Where applicable, flip hinged top ridge
into position. Secure flip rail to hinged
top chord rail per approved fastening on
individual plan. Check that the roof is
straight and level. Shim knee wall or
ridge if necessary. Secure ridge to ridge
per individual approved plan. Fasten all
field installed sheathing as per
individual approved plan. Once both
flipped ridges are installed, there shall
be a 1" recess from upper tip ofrafter to
top edge of ridge boards to allow proper
attic ventilation.
S. Lift up the shingles at the hinged area
and nail overlapping roof sheathing to
bottom portion of truss or rafter as per
individual approved plan . Failure to
properly perform this step will allow
the roof sheathing to warp in this area
over a period of time, resulting in a
"wavy" look.
5. 0 In s tallation Process
6. Complete shingle installation at hinge
area and at peak. Install ridge vent. See
Section 5.7.1 for procedures.
7. Install gable end wall sections with
sheathing applied on each end of home
with 16d nails at 4"o.c. around the entire
perimeter, unless noted otherwise on
individual approved plan.
8. Builder shall install exterior siding,
soffit, fascia, "J" channel and drip edge
to overhangs.
The complete roof system may be site
installed by builder per all applicable
state and local codes.
Some homes may have top ridge
extensions shipped loose due to height
restrictions.
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
P age 5.I 3
5 . 0 I nstallation P rocess
ROOF IN SHIPPING POSITION
ALL TRUSS SHIPPING PLATES SHOULD BE REi\tO VE D.
VER IFY BEFORE LI FTING WITH CRANE.
SEENOTE#J
HINGED TOP CHORD
SEENOTE#I
STATIONAR Y TOP CHORD
BOTTOM CHORD
EXTERIOR WALL
ROOF IN ERECTED POSITION
1. FIELD CONNECTIONS REQU IRE D TIIF.SE LOCATIONS (TYP ICAL).
REFERENCE APPROVED PLAN SET FOR REQUIREMENTS.
~APPROVED
DATE 11/14/16
FIGURE 5.6.1
ACTUAL LAYOUT OF TRUSS MAY VARY
PFS CORPORATION Page5.14
Bloomsburg, PA
5.6.2 8/12 thru 12/12 Roof Pitch
Set-up Instructions
The following procedure is designed to set 8/12
thru 12 /12 roof systems. In addition, the builder
is required to review the individually approved
building drawings and instructions shipped with
each house.
1. After home has been set and secured to
the foundation, as described in previous
sections, continue with the following
procedures.
2. Lower hinged overhangs into position.
Lift top hinged portion of roof to same
angle as lower portion. Use extreme
care not to raise roof too high or truss
/ sheathing damage may occur.
3. As the roof is being raised into position,
the hinged knee wall should be
somewhat self-aligning. Check to
insure that there are no obstructions that
will prevent proper knee wall
positioning.
4. Adjust the knee wall so it is straight and
plumb. If a sheathing stop or alignment
plate has been fastened to the roof
bottom chord by the manufacturer, align
the knee wall with the sheathing or
plate.
5. Secure the knee wall in place with the
required connectors and/or fasteners per
individual approved plan .
6. Check to insure the height from top of
bottom chord, to bottom of top chord is
consistent.
7. Repeat steps "1" through "6": for
additional modules.
8. Check distance from module to module
at various points to verify consistency.
9 . Secure marriage wall perimeter rails per
Figure 5.8.4 Detail F. The gaps must be
5. 0 Installation Process
shimmed solid before bolting, so there is
wood-to -wood contact.
10. Builder shall install any required floor
decking that was not installed by the
manufacturer. Fastening shall be per
individual approved plan.
11. Install the gable end walls, sheathing
side out and flush with lower level wall
sheathing .
12. If a gap is apparent between the center
gable wall and the knee walls and/or top
chord, shim as necessary.
13. Flip hinged top ridge into position,
fasten flip rail to rafter rail per
manufacturer's instructions and per
approved plan. Check that roof is
straight and level. Fasten sheathing per
approved plan. Secure ridge to ridge per
individual approved plan. Fasten all
field installed sheathing as per
individual approved plan. Once both
flipped ridges are installed, there shall
be a 1" recess from upper tip of rafter to
top edge of ridge boards to allow proper
attic ventilation.
14. Lift up the shingles at the hinged area
and nail overlapping roof sheathing to
bottom portion of truss or rafter as per
individual approved plan. Failure to
properly perform this step will over a
period of time, allow the roof
sheathing to warp in this area over a
period of time, resulting in a "wavy"
look.
15. Builder shall install gable end wall
window(s) or doors, if applicable .
16. Install roof dormers, if applicable.
~APPROVED
DATE 11 /1 4/16
PFS CORPORATION
Bloomsburg, PA
Page 5.15
5. 0 Installation Process
17. Check all exterior roof sheathing to be
sure all sheets are secure and that seams
have not loosened. Apply ice guard,
shingles and ridge vent.
The complete roof system may be site
installed by builder per all applicable
state and local codes.
18. Builder shall locate plumbing waste
vents and exhaust fan ducts and extend
through roof. Install appropriate flashing
and caps.
19. Builder to install exterior sidino soffi1t ,:,, '
fascia, "J" channel and drip edge to
overhangs .
ROOF IN SHIPPING POSITION
ALl TRUSS SHIPPl/\0 PLATES SHOt.:LD BE REMOVED.
VERIFY BEFORE LIFTING wrra CRANE.
TOPRJPOII:
DROPINPA.,"EL
~APPROVED
DATE 11 /14/16
PFS CORPORATION
Bloomsburg , PA
i
SEENOiE#l
F1ELD ™51' AL.LEO COLLAR TIE
HINGEDTOPCHORD
SEENOTE#t HINGED KNEE WAll
SEENOTE#I
STATIONARYTOPOiORD
EX"l'ERJO R WALL
ROOF IN ERECTED POSITION
I. FJELD CONNECTIONS REQUIRED THESE LOCATIONS(TYr!CAL}.
REFERENCE APPROVED PLA.N SET FOR REOUIREMEhTS .
FIGURE 5.6.2
Page 5.16
I
5. 0 Installation Process
ON SITE SET UP INSTAUCTJONS FOR
SHIP LOOSE BUMP-OUT ROOF
t ) DETERM IHE HEI GH T OF HEADER BOARD AT TOP OF S!-IIP LOOSE ROOF Ot\' 1.100 . W . .1.LL
/1fl.1D CHl1LK LINE HGT. OM W1\LL.(SEE SH T. #2 -FI G. #i)
2.) Cil.REFUl.LY UFT ROOF TO ALIGN HU.DER BOARD WITH CHAL K. LI NE AND TEM PORAR IL Y NAIL
HEl1D ER TO EXTERIOR WALL STUDS. (SE E SHT. #2 -FI G. #2)
:5 .) WITH HEil.DER BOARD NAILED TO EXT. 'l,'A LL STUD LEVEL AND TEM PORARILY BRACE
MAIN PORCH HEADER.
+,) WITH ROGF TEM PORAR ILY IN PLACE FINISH FMi TEN INC ROGF TO MOD, WITH (1)
1/2'' L..!\G's PER CA',m OR En WALL STUDS. (SEE SMT. ii2 -DETA IL "A")
5.) INS T.~.LL corr. FLAS HI NG AT RIDGE OF ROOF / EXTERIOR W.I\LL CONt·H TI ON.
6.) r 1MISH ROOF WITH FELT PA PER, DRliJ t'.DGE , t.ND SHI NGLES.
7.) FINISH FAr.FS AMrJ lJNnFR SIDF wrn, FA1.SIA, CHM/MF! S, SOFFIT, A.Nl1 ANY Fl Fr.TRICAJ .
(SEE SH T. #2. -DETAIL "A)
CH AMP ION''
~APPROVED
DATE 11 /14 /16
PFS CORPORATION
Mo:o uLA R HOMES Bloomsburg, PA
FIGURE 5.6.2A
SHf. 11
P age 5.17
I
1/2" DI~. L\GS
{1) PER W/\!.l STUO
.,-co~ •. FUSHltlC
I , ---z;--., r-~IIUGt.C:".i
/ /'-•• ,-ICE MID WAITR 9JI ELD
/ _,}-ALL!1A, 'OoJP ED!:E
hrn-lPL-=-. /+?x 5UR ;'.>.SC1A
IP-+--<-___.,' '---j-"lU~. i.1Sf.1A
I
/ ;
' -"---IS.TEO VllYl. SOffll
16j tl~LS {KE ~m~
(1} rm w.,u. smJD DETAL 'A'
CH AMP ION"
MODULAR HOMES
FIGURE 5.6.2B
5. 0 Installation Process
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
FIGURE 12
SHT. i2
Page 5. 18
! 5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
PROW ROOF
1.) SET MODUL E SYS1IM P£R STD. SET INSTRU C!IONS AND FASTEN TO SILL PLATE.
2.) REMOVE ii.LL TEkl P. WEATHER SH IPPING MAlERIA L, ( IF MOT ALRE~.OY REMOVED) .
.3.) R,•\ISE rRUS SED ROOF SECTIO NS ,\ND lt~S T,'.1.,1,. l-liMCi;:D l<MEE WAI..!,..
4.) BOLT CEt·-JTER GIRDER TOGETHER PER STD. SET INSTR UC TIO NS.
5) INS TALL SH IP LOOSE GABLE H/0 WALLS PER STD. SET INS TR UCTI OMS .
0.) (I F HI NGED EXTUl 310N) CAREFULLY FLIP D T(N SIONS OVER (ON£ AT /., Tl~lE ) TC RE.ST
ON IN STALLED G.48LE WALLS . (SEE SHT . #3 FI C. #1 DETAIL "A'')
7.) AFTER EXTEt·lSIOMS .t.RE FLI P?ED INTO POSIT ION, FASTEM RJOCE BOARDS TOGETHER 'MTH
16d NAI LS (2) PER CAV ITY PER SIOE ACRCSS ROOF. (SEE SHT. #J -DETlliL "D"}
8.) FASTEN LOW =:R 2x OF EXTENS lON TO TOP 2x OF rnuss WITH 16,d NAILS (2) PER CAV ITY.
{S EE SHT. #3 -CH41L "D")
9.) (IF HIN GED E1\,',/'E FLIP) CAREFU LL Y FLIP ov::RHANG Off ROOF. (MAK E SU RE LOWER METAL
fAS TEN iNG STRAPS ARE FOLD UP TO ALLOW FA.STHJING TO MOD . WI.US ','1HEN FLI PPED)
(SE E SHT. #2 -FI G. ;1 -DETAIL ~ P..")
10.) AFTER OVERHANG IS FLIPPED INTO POSITIObJ, FASTEN OVERH.I\NG ROOF SHEATHING
TO TRUSS WITH 16d NAILS (2 ) PER TRUSS :'\CROSS ROOF. (SEE Slff #2 -DET.~IL "c"}
l i.} FASTEN LOWER METAL FASTENING STRAPS TO MOD . WALL WITH MEKI MUM OF Sd Nl1 !LS
(2) Pm STR.&.? (MAKE SURE STlxAPS P..R E ,.l,1.IGNED WITH STUD OF WA \.l.)
12.) '1~1"tH '"XTEN~ION S AN() OVERHANGS FASTEt ~O INTO PLACE, FINISH FELT FP..PER, ICE SHIELD
AMD SH IN GLE S AND INSTALL RIDGE VENT.
13 .) REMOVE TEMPORARY RAKE BOARD AND INSTALL FULL LENGTH FACE BOARD TO SPAN
ACROSS HINGE POINTS .
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
CHAMPION
PROW OVERHANG
MODU .LAR HOMES SHT: i1
FIGURE 5.6.2C
Page 5.19
5. 0 Installation Pro cess
ON SITE SET UP INSTRUCTIONS FOR
PROW ROOF
2:,:6 SU B-FA SC III
MFT~.I r.lNCF--,. __ -._
//).,'\ -~1 -.. ,\ FASCIA
'>.._...._ /,,,,-1 -\
1~~-\ _::f ' SOFFli , ...... .........._ ·,_\/' ,,
............. ~ I I . I
';===9 -~-~ \_ ___ J_ MHAL f'ASTRN li\'(j
I STRA P
\.
' ' '
DETAIL 'A"
FOLDED TRUSS
ROOF IN FOLDED
SHIPPING POSITION
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
/ 2x6 RIDG E 80NtD
,,,,.--1 -·-.. -.......
// ~~'.\ -',
I '\ \
! \ '
I \ \
METAL HIMGE __j___ \. UPPER EXTEN SION 1--.._ /\ \
\ ~-.......__ \ ~2~ lIDC.fR
\ ~ ~-~ ,,// \ \/ -~,, /
',._/x---< . _,,/ -L'--\C_
DETAIL '8' UPPER PORTION
OF TR USS
FIGURE 5 .6.2D
SHT. 12
Page 5.20
5. 0 Installatio n Proce ss
ON SITE SET UP INSTRUCTIONS FOR
PROW ROOF
).' 1/o.l I \:;1 ,--\~ -·.
'
. ...... ,
y ..,., -.....
lit·. err, -,i:,.,r c,·,n1 ;H e
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•:.::: ·:-;;-·-1.:-.11:~
,,~~ ~-'::':i
:_i) 'tj,: t .. \ -~
-U IIUSS
~APPROVED
DATE 11 /14 /16
PFS CORPORATION
Bloomsburg , PA
DETAIL 'D'
-___ ... ~
MODULAR HOMES
FIGURE 5.6 .2E
·,, ... ,,,.,.-··'
FIGURE #1
· ~d \l:'.I...::, '. :.!\ 'Hi ~t. ·.' ·:
;
-···
SHT. t3
Page 5.21
5.6.3 Dormer Installation
Dormers are constructed by Champion Modular
Homes and are shipped with the home as an
option. Do Not
install dormers until the roof has been
properly erected and completed as described
in Sections 5.6.1 thru 5.6.2.
The following general procedures should be
followed:
1. Remove all protective and necessary
shipping material from the dormer.
2. Remove roof sheathing and/or
protective covering in area framed out to
accommodate dormer.
3. Utilizing a crane, lift dormer into
position with bottom of front dormer
wall resting on sill in roof designed to
accommodate.
4. Secure dormer to floor/roof by nailing
with 16d nails at 6" o.c. on both sides
and front of dormer walls, unless
otherwise noted on individual approved
plan.
5. On the exterior, secure flashing,
installed under dormer siding, to roof.
6. Install "valley" flashing from dormer
roof to house roof.
7. Complete shingle installation on dormer
and house roof.
5. 0 Installation Process
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Page 5.22
"ti ~ v, N w >Tj i V, °' w "ti .,, OJ (I) on ~ 0 (/) ,cl g-"ti ~o ~~ -I 1-1 0 z 01 )> .. · I --i '-m .. .... .... ---.... .i:. ---.... 0\ l::i, :g !:ti 'o ~ tJ -~~~J J 2PCWAll. KNEE WAU IS SHIPPED LOOSE SET INSIDE ROOf'OPENING IPCFut.Ll-fTWAU SET INSIDE ROOF OPENING QQAMfB fflQNI WAl.1. QPDON9 FRONT FLASH INC INSTAll.ED OVER SHINGLES DORMER FLASHING CONNECT OORMER TO A.DOR FRAM INC WITH 16d NAILS 06• O.C. UNLESS NOTED OTHERWISE ON APPROVED ORAWINCS ROOF FRAMING AT DORMER 5"JS"iTSTEP FLASH INC WITH AZ' MIN.OVERLAP INSTALLED UNDER SIDING t~·d~" VENT HOLE WHEN RIDGE VENT IS NOT SUPPLIED CONNECT DORMER TO ROOF FRAMING WITH IGd NAILS OG' 0.C. UNLES'i NOTED OTHERWISE ON APPROVEOORAWJNCS SUB-FASCIA SUB-FA.!CIA BOTIOM CHORD/ CElUNCJOISf DORMER FRAMING AT ROOF ROOF FRAMING AT DORMER 80TTOMCHORD1CEIUNCJOl!if ~ <:::) ~ VJ ..... ,.:::i ~ ..... c3· ;::s ~ C) (') ~
5. 0 I nsta ll ation P rocess
ON SITE SET UP INSTRUCTIONS FOR
DECORATIVE DORMERS
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.... --·············
CH AMP ION '' ~~APPROVED
DATE 11 /14 /16
PFS CORPORATION SHT. i1 II MODULAR HOM ES
--------------========l==Bloomsburg, PA
FIGURE 5.6 .3A
Page 5.2 4
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
DECORATIVE DORMERS
r.nrr -.r,.-, T'l'f'. DECORATIVE DORMER
/ .. ,·\~ ---..... ,/ ":IJ'.i· f.ti'•U:i 1::<r ;.1-,.11·~~-, /->:: :•..11: ,;,•n v-:, I
;u I I'·,•: •• >( )~~·~··r~:.>~~··1r:;~~-.,.:, ~11-1:,..[:, /.1---.·=·:~;r ~"N,,.•; 1
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·-l-" ,~.-.• -,11··+': -~:.
~APPROVED
. DATE 11/14/16
FIGURE 5.6.3B
PFS CORPORATION
Bloomsburg, PA
,..,,.~,·
.,.,/ I""\ )(__ ,,·' ,,,. ..... ~£ ... ,-" IL .. ,,-.: .,-.i; ,'l •• t,
,.,' ,,,•' ,,•'
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;r.r~
~,B.;; •,,:u.
DETAIL 'A'
Qfmf.1/d. SHT. 12 r
Page 5.25
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
DECORATIVE DORMERS
TYP. DECORATM: DORMER
1 D.iJ 2•.G
TOP FRAMll'fG 8.EVATION
~APPROVED
.. DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
NOJE S·
l'~U.r.ASIDiDiG.•.NJl)EI..\I!.S,mCHA.'9CNMC!ltllAll.ECM.sstlllMlSSIONSUP.-IGE12A.!tUB
MODULA R HOMES
FIGURE 5.6.3 C
SHT. i3
Page 5.26
5.7 Closure
5.7.1 Exterior Roofs
1. Verify that ridge to ridge connection has
been completed. Reference approved
plans for connection requirements.
2. Install shingles at roof peak per
manufacturer's instructions, taking care
not to cover ridge peak (Covering peak
will prevent air flow required in attic
space).
3. Install continuous ridge vent per
manufacturer's instructions. Check that
felt paper and roof shingles do not cover
the ridge peak. See Figure 5.7.lA.
4 . Cover any remaining joints between
sections at roof peak with 8" wide
roofing felt or underlayment, nailed to
the underlying roof decking with 6" o.c.
roofing nails . Use 36"x12" shingles cut
into 3 sections for the ridge cap.
Overlap each ridge shingle per
manufacturer's instructions and secure
with roofing nails.
5. Flash any valley joints per Figure
5.7.lB.
Other roofing materials may be used in
accordance with their manufacturer's
installation instructions.
5.7.1.1 Optional Tiered Roof Set-Up
Before joining the halves of the house
together:
l. Raise tiered (high) sections first, and
properly secure all kingposts.
2. Raise non-tiered sections and properly
secure all kingposts as in Step 1.
NOTE: DO NOT attempt to perform
ANY work inside the roof until ALL
5. 0 Installation Process
kingposts are properly secured and
double-checked.
3. The gap between the tiered roofs and
standard roof at the hinged portion must
be properly closed-up using
manufacturer supplied 3/8" OSB
minimum sheathing cut into 16" strips.
Sheathing must be notched to provide
clearance for overhang supports. Now
join the halves of the home and close it
up per standard installation instructions.
4 . Cut off shipping straps flush with drip
edge and raise the porch section. Note:
the porch roof will require substantial
temporary support through the use of
jacks or other means.
5. Gauge the porch roof level by using a
straight 2x4, 10'0" in length, placed on
edge of the roof. Check for porch roof
level at 4'0" increments and adjust
temporary support heights accordingly.
6. If supplied, cut the treated 4x4 posts or
temporary posts to the proper length and
install per following attached porch
detail (Note 64" o.c. up to 60 # ground
snow load and 48" o.c. up to 120#
ground snow load).
7. Attach posts to the header using the
supplied brackets. Use a minimum of
(4) #8x2" screws to fasten "U" bracket
to header and then post to "U" bracket.
Posts at floor must be connected to
concrete piling per local codes.
8. Porch floor may be concrete or treated
joists constructed per local codes.
9. Builder shall finish off comer of main
roof that protrudes into porch area using
the supplied angle block, lx6 fascia
board, and decking per following detail.
~APPROVED
DATE 11/14 /16
PFS CORPORATION
Page 5.2 7
Bloomsburg, PA
10. Step flashing must now be installed
where main roof meets tiered area. See
Figure 5.7.1.lA.
11. Builder shall fmish and shingle all
hinged areas, including the installation
of any ridge , plumbing or appliance
vents.
12. Builder shall finish the area between the
tiered and main roof sections using
manufacturer supplied siding and fmish
materials. Take special care not to
"trap" the siding under the fasteners .
13. Builder shall fmish the porch ceiling
using manufacturer supplied materials.
5.7.2 Interior Closure (to be
completed by builder)
Interior trim should follow this sequence
after insulation and adhesive seal has been
complete at all center doorway cracks between
modules (jamb, header, threshold) and modules
are structurally tied together at floor and ceiling .
1. Draw center wall sections of each cube
together with "C" clamps or gluing
clamps. Tie doorway cripple studs
together using %" perforated banding to
achieve correct wall thickness.
2. Fold carpet back from threshold of
common wall doorways and build up
threshold to level of module floor decks.
This may require slight jacking of center
beam of one module and shims over
piers to level out decks . Therefore, be
sure that decks are level before bolting
of units is complete. To close the small
crack, use strips of felt paper, adhesive ,
shim shingles or plywood strips as
appropriate to get proper level.
3. If carpeting is on both sides of
doorway, it should be stretched with
"knee kicker" and tacked to floor with
small nails 6" from doorway threshold .
Overlap two pieces of carpet and, using
sharp carpet knife or razor knife with a
straight edge, cut through both segments
of carpet at once to give a neat butt joint
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
5. 0 Installation Process
in the center of threshold. Cut proper
length of carpet seaming tape and, using
seaming iron, tape carpet together from
underside . Do not remove nails until
tape has been allowed to cool and set.
Leave this operation until fmal cleanup.
4. If vinyl-to-vinyl opening is trimmed,
metal thresholds are installed . In closet
or bedroom doorways, carpet is turned
under and tacked securely. Metal
thresholds should be installed at top of
basement stairs and on vinyl -to-vinyl
seams between modules.
5. Door units are shimmed against cripple
studs for level and square door jamb
installation . CAUTION: Be sure that
casing trim at door headers lines up with
plant-installed door trim . This is a
special problem when installing
doorways in carpeted areas since pad
and carpet will force doorways higher
than doors over vinyl area. In these
cases , force jambs tightly against carpet
to minimize header differences. Never
change the reveal at headers to
compensate for these differences .
6. Door openings at marriage walls are
shipped loose as pre-hung with jamb
extensions. Reference individual floor
plan for door type.
7. Finish drywall cracks by raking 1/8"
groove out of all cracks, applying
drywall joint compound and , in some
instances , drywall tape. Top all cracks
and feather edges at least 4" on either
side of crack. After drying , sand and
paint to match wall texture. CAUTION:
Special paint is sprayed and rolled on
walls during plant fmishing . This
creates a unique pattern wall paint
finish. Touch up carefully. Comer
cracks can, in some instances , be
corrected with the application of
caulking and repainted. NOTE:
Sufficient paint from the dye lot used in
plant finishing is shipped with the
house . If this paint is allowed to freeze,
matching paint will be difficult. Age
and accumulated airborne dirt on paint
will make matching of paint difficult in
later repairs and entire walls may have
Page 5.28
to be painted for correct appearance.
Therefore, be sure to retain all paint left
from finishing operations.
8. Some models require wood trim boxing
at openings or ceiling and walls. This
trim is painted. After insulation, caulk
nail heads with latex caulk, then touch
up. Arches are to have jambs set and
cased.
9. Basement and split models require site
installation of stairs. Be sure to install
basement stair light for proper lighting
of stairwell. Install the vinyl threshold
at top of stairs and install handrail.
10. All doors and windows should be
checked to be sure they open and close
correctly. If doors will not latch, striker
plates may need to be adjusted. If bi-
fold doors bind on carpet, adjusting and
leveling screws need to be adjusted.
Cracks between bi-fold doors and other
doors and jambs should be equal at any
point. Bi-fold door track pin
adjustments and hinge screw adjustment
must be made for proper appearance and
function .
5.7.3 Exterior Trim
Builder shall install exterior trims and siding per
the manufacturer's installation instructions.
5. 0 I nstalla tion Process
RIDGE VENT
(SEE MAN UFA CTURES
INST ALLA TI O N I NSTRUCTIONS)
RIDGE VENT INSTALLATION
FIGURE 5.7.lA
~APPRO VED
-DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Page 5.29
~APPROVED
DATE 11/14/16
PFS CORPORATION
KICKOUT FLASHING
WITH 2" TOP LAP
Bloomsburg, PA
PREP AND FINISH VAL LEY
PER NORMAL CONSTRUCTION
PRACTICE AND ARMA OR SHINGLE
MANUFACTURE'S GUIDELINES
VALLEY FLASHING
FIGURE 5.7. IB
TIERED ROOF FLASHING
FIGURE 5.7.1.IA
5. 0 Installation Process
Page 5.30
5 . 0 Insta ll ation Process
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE ROOF EXTENSIONS
AND SHIP LOOSE DROP-IN RIDGE CAP
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(Sl:.I:. S-l . #:, -~:.l..'..L ·-i:r)
::. ·: r S 1:·p::: .c:::-3 : rnc:-I\ Rei ,:;:, • r-R [),:;: T O :v.c: :', '{: -.... '.~T:'"·. LO'l,[R 2~ ~ir ::i:::;: . ----, -~r -r1 C" ···r ·-'HJ -·-·· F--,.. . ,-·· prr -(j-,cor---r:~-r u • .1-.. ''X 1..1 • .. # .. )::-,, ,, • bl°. ··-1•'. ~:. ~-J Tl < ~3 ·._ °i1
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t·JS I :O.LL ,: t.:'.::I:. V: ···l •
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
CH AMP ION.,
MODULAR HOMES SHT. i1
FIGURE 5.7.lC
Page 5.3 1
5. 0 In stallation Process
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE ROOF EXTENSIONS
AND SHIP LOOSE DROP-IN RIDGE CAP
(f!/;!i...-: APPROVED
. DATE 11/14 /16
PFS CORPORATION
Bloomsburg, PA
\
' ····-.//FIGURE #1
MODULAR HOMES
FIGURE 5.7.ID
ROOF IN FOLDED
SHIPPING POSITION
.r--... =-=: F:.::.-,=r:<r-.·-;1"":\
11 Ll-'"LL' ·~~ r;ti ·,, .-:i...1. r,_ ;.L •.,: ;,;·-,.... / ,r-"'...,,' ,' I· 'i...,_
,,..-· ........... ,).
FIGURE #2
SHT. i2
Page 5.32
\
5. 0 I nsta ll ati on Process
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE ROOF EXTENSIONS
AND SHIP LOOSE DROP-IN RIDGE CAP
' '·
DETAIL ·e· .-
.... -· ··-·---
CET/il. 'C'
/
,
/
1. 0 rra ,,~n •.'.\
1)-~-J~:;.
'-".iHF L:C::o l\~L P~NL'.:i
""!) ~r ti~-.111 01 f)\ ~IF
CH AMP ION~ ~APPROVED
-DATE 11/14 /16
MOD ULAR HOMES PFS CORPORATION
Bloomsburg, PA -· fT.
FIGURE 5.7.lE
Page 5.33
5. 0 In stall ation Process
5.8 Cross Sections & Details
5.8.1 Detail Limitations
1. The details in this section have been
provided as a guide for typical
construction and on site connections.
Not all specific connections are detailed,
the builder must reference individual
approved drawings to insure that all on
site connections are completed correctly.
2. Connections indicated in this section
apply only to 90 mph wind zones, and
code prescriptive designs. All
connections for areas over 90 mph or
outside code prescriptive design must be
taken from the individual approved plan
set.
VENTED SOFFIT
DBL 2t TOP PLATE
RATEDSHEATmNG
EXTERIOR FINISH
2:1:WALLSTIJDS
INSUU.TION
PER INDI VIDUAL RES-CHECK
VARIES PER PLAN
RIDGEVEi.'IT
N
M DULE FR.A.\lE TO FRAME DIMENSI N MODULE FRAME TO FRAME DL\lENSION
VARIES PER PLAN
OVERALL FRAM E TO FRAME DIMENSION
TYPICAL RANCH CROSS SECTION
~APPROVED
DATE 11/14/16
PFS CORPORATION FIGURE 5.8.1
Bloomsburg, PA
ICESlllElD(IF REQUIRED ) CONSISTING or ATl.£ASTT\VO
lJ\ YERS OF UNDERlA YMEff CEMENTED TOGEIBER
OR A WA'TERPROOFMEMBRANESHALL EX'IBND FROM
THE EAVE'S EDGE TO A PO INT~' INSIDE THE
EXTERIOR WALLUNE
flXED OR FLIPPED
EAVEOVERHANG
Page 5.34
RATED SHEATHING
EXTERIOR FINISH
INSUI.ATION
PER INDMDUAL REs-CHECK
FLIPPED TOP CHORD EXTENSION
OR DROP IN RIDGE CONE
DETAILG~/--
12 8-121/,
VARIES PER PLAN
COUAR TIE CONNECTIONS
PER APPROVED PLAN
KNEEWALL CONNECTIONS
PER APPROVED PLAN
V
5. 0 Installation Process
ICE SHIELD (If REQUIRED) CONSISTING OF AT W
lA YERS OF UNDERlA YMENr CEMEN!lill TOG ETH
ORA WATERPROOFME.\IBRANESIW.L EXIENDF
TilE EA VE"S EDGE TO A POINf 24" INSIDE TilE
EXIERIOR WALL LINE
FIXED OR FLIPPED
EA VE OVERHANG
MODULEFRAMET EDIMENSI N MODULE FRAME TO FRAME DIMENS ION
VARI.ES PE R PLAN
OVERALL FRAME TO FRAME DIMENSION
TYPICAL CAPE CROSS SECTION
FIGURE 5.8.2
~APPROVED
DATE 11 /14 /16
PFS CORPORATION
Bloomsbu rg, PA
Page 5.35
;:.
DRIPEDOE
f.\lCI,\
VENTEDSOFFTT
0BL2IT0PPLATE
RATED SHEATHII\G
EXTERlORflNISH
bWAlLSTUDS
INSUL\TTON
PE R IND IVIDUAL RES-CHECK
UllL2lTOI' !'LAT!:
RATEDSHEATH!t>G
EXTERIOR FIN ISH
b\VAUSTIJDS
INSULATION
PEit INDMDUAL RES-OIECK
RrDGEVENT
DBL lt RIDGE BOARD
T&G RATED SHEArnING
DRYWALL
CENTER BEAM
VARIES PER PLAN VARIES PER PL.A.~
5. 0 In stallation Process
ICESHIFl.D (IF REQUIRED)CONSlm.'iG OF AT LEAST TWO
LA YERSOF UNDERlA YJ,fENTCEMENTEOTOOETHER
OR A WATERPROOFMl!MDRANC:SHAL.Li:X11;ND FROM
ntEEAVE'SEOGETOA POOON' lt,ISIDETHE
EXTERJOR WAll.UNf
FIXED OR FUP PED
EAVEOVERHAi'l/0
w "'
S10D0t£ FRAME 10 Fit4.ME DIMENSION MOOOlE FRX.\IE To FRA.,1E DIMENS ION
VARIES PER PLAN
OVERAll FRAME TO FRAME DIMENSION
TYPICAL TWO STORY CROSS SECTION
FIGURE 5.8 .3
~APPROVED
DATE 11/14/16
PFS CORPORATION
Blooms burg, PA
Page 5.36
orJlOHAL D0"1)$.\lt[!A
10:WY(Jll lt U."1 .'t
lfUUSA.U.\1:1'1."IWU:UA.."/0.\llU!TO Dt.~~=,~i:~-n:nur~n
f.QVtn'tDfflRO~'CR01,TIYl111 I.N :<fnl
UDS~~~~~~ft
TYP. TWO STORY 3-BOX DEEP SECTION
FIGURE 5.8.3A
5. 0 Installation Process
APPROVED
DATE 11 /14 /16
PFS CORPORATION
Bloomsburg, PA
Page 5.37
flEl.DIN>fAlL
7/lfr'MNsrnu:Jl.lW.SH!'GSIR!PL!iED
/>S l.R.IFTRESISTANJlCX]INECTICN
FPSIENEDW(2) IOA6CF.!3l"x2SJll6Jl.S
@fr'OC flJ.J:N;TCl'ElXECFSH!'GS!R!P
flEl.DJN,WL
.148'XjlOEJll6Jl.S@f,'OC
flElDIN>fAlL (l)IVN.13l"X2S'
Jll6Jl.S@fr' 0 C l.RlFTCXN\IECIICN
SH:.AJHIN:; TOSllLffAJE
FA>IEl'ERSIN!OTREAlEDv.aD
SILLSI-Wl.lECFfOr-CIF!'ED
ZN:cno.JIDG'II..VJ\NIZEDSIEB.
5rAll'IEi5Slm.S!ll!XM:
ll!OIIZECR<XH'ER Yr MNANJ-DROC'L1SID BE 72" a c
(M<\XIM.Ml'-0' F!Uv!CXRslER5)
flEl.DIN>fAlL
.1 48'XjJll6Jl.STCl:N'>JJ.S@fr'OC
flEl.DINITA!L
7/lfr'M!Nsrnu:Jl.lW.SH!'GSIR!P
ArnCSSWJELil'E Lm>/>S lR1FT
RESISTANJ;: CXN\IECIICN
FPSIENEDW(2)!0A6CF.13l"x2S'
rw!.S@fr'OCPJ.J:N:;lOPAND
OOITCMEIXBCFSH!'GSJRIP
1/Z' ClA 11-RJ.8:l.TS@480C
CR3'8''L'GS@32"0C
PUN;MI\TEW'IL(MN. f'
F8'ETRATI<l'I INLAST El'/,Q
~APPROVED
DATE 11 /14 /16
PFS CORPORATION
Bloomsburg, PA
CETAILC
CETAILE
FIGURE 5.8.4
DETAILSA-E
5. 0 I nstall ation P rocess
CETAILB
CETAILD
.Al ~lE CETAILE
1/Z'aA 1HRLJ.OC'L1S@48'0C
CRl'lr l.AG5 FR:MAL'IEm'illl\C
Slll:S@32"0CAUN:;M<'JEWA!L
(MIN I" ffi\EIRATICNIN!A5f BI\N:!
1/Z'aA 1HRLJ.OCI..1S@<18"0C
CRl'lr l.AG5 FR:MAL'IEm'illl\C
sa::ES @32"0CAUN:;M<'JEWA!L
(MIN I" PENEIRAlICNIN!A5f ill>l'Q
1/Z'aA 1HRLJ.OCI..1S@<18"0C
CR:WI.AG5FR:MAL1Em'illl\C
sa::ES@32"0CAUN:;M<'JEWA!L
(MIN I" PENEIRA1ICNIN!A5f B6N[)
Page 5.38
PRE-MANUFACTURED TRUSS
SHEATHING LAP ACROSS JOINT
STAPLES OR NAILS (IN PLANT)
(4) .131"x2.5" NAILS (IN FIELD)
PER FRAMING MEMBER
.131"X3" FACE NAILS
@8" O .C . FLIP BOARD
TO FLIP BOARD
.128" x 3" FACE NAILS
PER INDIVIDUAL RAFTER REQMT
COLLAR TIE TO TOP CHORD
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
DETAIL F
DETAILG
DETAIL I
5. 0 Installation Process
FACTORY FABRICATED RAFTER
SEE INDIVIDUAL APPROVED PLAN
FOR REQUIRED FIELD
CONNECTION THIS LOC ATION
DETAIL F -AL TERNA TE 1
.131"X3" FACE NAILS FROM
ALTERNATING SIDES
@8" O .C. RIDGE BOARD
TO RIDGE BOARD
(1) 1.5" X 20 GA STRAP
W/(7) .131" X 2.5" NAILS
EA END OF STRAP
DETAIL H
FIGURE 5.8.4
DETAILS F-J
SEE INDI VIDUAL APPROVED PLAN
FOR CONNECTION THIS LOCA TION
SEE INDIVIOUAL APPROVED PLAN
FOR CONNECTION THIS LOCATION
DETAIL J
Page 5.39
~APPROVED
DATE 11 /14 /16
PFS CORPORATION
(JJ.131-xl.25"
NALS -ENDGRAIN
Bloomsburg, PA
RJDGEBOARD
GABLEO.H.
K
SJMPS0NH2.5WI
(4).131X1.S'NAILSTO
OUTl.OOKER ANO (5)
.131X1 .5"NAfLS TO TOP PLATES
{3\.131"l3.25"
NAILS· ENO GRAIN
2XS UPRIGHT OUTLOOKERS
@16"0.C.
FRAMED GA8lE WALL
GABLE OVERHANG DETAIL C
UPRIGHT OUTLOOKERS @16" 0 .C.
7116' 0SB ROOf OECl<tlG
lAPPEO ONTO OVERHANG
18 X 3' WOOO SCREWS
(2) RONS OIRECTL Y OVER
EA OTHER~O.C.
2x4 lADDER BLOO<lNG
,r-,ri;,,,.,,...,,u::._ 2X6 FASCIA BOARD
S1MPS0NLSTA9
STRAPW~8)
tOdNAlS
2X4 AGAINST LAST RAFTER
7116"0S8S1iEATHING
illt~,~~~\~Y/~tW:'l~ow
GABLE OVERHANG DETAIL E
FLAT OUTLOOKERS @24" 0 .C.
NOTE: ROOF SHEATHIHG IS 10 LAP ONTO ~G LAOOER
5. 0 Installation Process
RIDGE BOARD
SIMPSON H2.5 WI
(4),131X1SNAA.STO
OUTLOOKER AND (5)
.1JtXI S ~S TO TOP PLATE S
p).1J1"3.25"
NAILS· 90GRAIN
2X4 FLAT OUTLOOKER
@48'0.C.MAX
@24"0,C. MAX CORNER AREAS
FRAMED GABLE WALL
GABLE OVERHANG DETAIL B
FLAT OUTLOOKERS
RDGEBOARO
(2),13 1-xl.2S"NAII.S
2X4 UPR IG HT OUTtOOKERS
@16"0.C.
FRAMED GAf!LE WALL
GABLE OVERHANG DETAIL D
UPRIGHT OUTLOOKERS @16" O.C.
18 X 3" WOOO SCREWS
(2) RO'tlS O~ECTL Y OVER
EAOTHER@6'0.C.
~ lADOER BLOCKlNG
.:Jr---''jt;jrn10f:;:__-b6FASCIA
1x6WOOOS0fRT
S~PSONLST.A.9 f=(8)
LOG SIOING FIT TIGHT
AGAINST OVERHA.'IG
SOFFJT TO COVER SEAM
LOGSIOINGITQSTOPA.T
UNDER SIDE OF OVERHANG)
7116"0SBSHEAT1-IING
GABLE TRUSS
GABLE OVERHANG DETAIL F
FLAT OUTLOOKERS @24" 0 .C.
NOTE! ROOF SHEATHING IS TOI.A.PONTO OVERHANG lAOOER
GABLE OVERHANG DETAILS
FIGURE 5.8.5 Page 5.40
1 1
~J
5. 0 Installation Process
1RUSS
TOP CHORD
~~~1:l~DGE
1RUSS
TOP CHORD
7/16" EXTERIOR SHEATHING
FASTENED W/ .ll3'x2 f NAllS
@ 6' 0 .C. EDGE -12' 0.C. FIELD
FIL LER WEDGE DETAIL
THJS DETAIL MAY NOT BE USED IN HIGH WIND AREA CONSTRUcnON
GENERAL NOTES:
1. TYP ICAL ROOF TRUSS OR RAITERABOVEEND-WALLS
2. TYPICAL FILLER WEDGE -VERTICALS OVER 60" IN LENGTH
SHALLBELATERALLYBRACED .
3. FASTEN FILLER WEDGE TO TRUSS TOP CHORD AND
TRUSS WEB WITH 7 /16" x 2-1 /2" x 15 GA STAPL ES AT 6" 0.C.
TOP Pl.ATE
2xSPF#Z FLAT
FILI.ER WEDGE
VERTICAL
2,ZSPF#Z
BOTIOM PLATE
TRUSS WEB
2, SPF#2 TOP Pl.A TE
/~ WALL TOP EDGE MAY BE LOWERED '--2x SPF#Z STUDS
/ TOACCOMODATEOVERHANG
--OUTLOOKERS
7/16" EXTERIOR SHEATHING
FASTENED W/ .113'x2 f NAILS
@ 6° 0 .C. EDGE -12" O.C. FIELD
FULL GABLE WAL L DETAlL
GENERAL NOTES:
I. TYPICAL INTERMEDIATE HINGED ROOF TRUSS OR RAFTER
2. TYPICAL FULL GABLE END WALL PANEL
2xSPF#2 BOTTOM PLATE
3. FASTEN GABLE END WALL PANEL TO WALL BELOW WITH .13l'x3"
NAILSTHRU BOTTOM PLATE TO TOP PLATES@6" O.C.
GABLE END ROOF PANEL INSTALLATION
FIGURE 5.8.6
~APPROVED
. DATE 11 /14 /16
PFS CORPORATION Page 5.41
Blooms burg , PA
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE AND HINGED
EAVE OVERHANGS
'.i c;rr 1.1r.,.1r :;Ys m.1 r--; .',T•. ~~rr r· .. :.:;nu:·:r,.~ .. ·-r , :.:-r : -,:.:-:m-1 -:~ -~ 1 -·1t.r.
1.J li:.;·.i:.-:· • .-:. :'.__ 1:.1.11-'. ,\':./..11-1:.-: ':iH 1-'-'I/·,,:; t.i:•.1:.1! !\_, ~ ~ t··.O :·,_.;:1:.:-..1.:Y ·,:l:.'•./i.N:. .. :).
-~-) 1-::;1 :J ···J H :;1-:l:H; I::,.;-H-,: -'-~ :-; 11 :. :i -···E ~;I..(. h)t·J::.
4) f,A1-:;: -"~IJ:,:;C::;, "{;:-,::;· -~:::.:ll:.;\S ,t.\C; '-i ;· . .:. __ 1 ·.J::.::; ~~.:: '!! . .:..LL
::.:: 1: -I lt··.·~rn r.~ r r P'. ;~,;:. ,n, I V r p o··nl IAt·-.1~ •;}T ""i(;;)f. l,J5E FROVIDEC STRAPPING.
(MAKE SURE LOWER METAL FASTENING STRAPS ARE FOLDED UP TOAL.OW
FASTENING TO MOD . WALLS WHEN FLIPPED) 1:SEE SHT . #2 -FIG . #2j
b.; A I ~ '.;·,: 1-: :O.i>J:; :; I 1-'I-' ; N O -t:•. I ('.\_ I !o.:: I \ c,,,; , 1:..t-.:; <•::,c ~ I :..1 I\(;
I;; I iU:-;:: ·;; I 'r:.c: • .. _.-, :; ,:"";'; -·1 ·: IH.!:;:; ;-.Cl-:::::;:; 1.1::,.-·, •
::~,::-::-SI-T. f':--r;=--. .i. I "!.."; .
,.; rn·:,-=-··-11 0'/IFR l,iFT.,;.1 f,:;;:,-;;· ... r·-.·~. ~,-R.:..r:: r:: l,K!O. ·,.·:..11 ·;,111-'·,'l\l '-i . .J'-.i ::)F ~:1 NAI S
(2; -::::; ~r.i;r-~ \l.;,,•,E S .. R: :,Fl,-:::; ~F.: .:.,Ll '.:M :~ '.': T-ST .. r. :,r 1~.!\L_,
}::: SI-T :;~. -[:::-,;,. L "~";:
J) 1:: ~:-l p-:::·: :::·.,,~F ::.-· • .-... r :·:·.:=-R-:,.w:. F'T c· ... ·:::rn:U· .. ~: lt·,T.t r·1 :··.c = ,•,·-.r: ::,'.~T ··J :.(; . .-.. :i:-.:::_
::s:: ':·:t-1 ;.:, -~ C, ~-."i)
·::i :: WTI-:'.':··:''::1'-M·.~ =-:..ST'::~,'::) H:'.• rL:..c:: "'i"JI SH ~-1 '·.,.:_:::: .:..T H WE --N-.T (:;Jf"'I-. =-.~.t;'.':IA .
.. ~:··JG ::·=::1-· :::GE S-f~:1 .. _[1 ,.:._L ~::.:._:,-., 3E lt·-.ST:..LL::r:;
;s •• SI I ~:, I i... ~4)
·~APPROVED
-DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
EAVE OVERHANG
CH AMP ION ''
:I------
MODULAR HOMES
/.-·
,'····, ...
............ ...
'·-.......... ..
/_ •.... --··-
-______ ... ,/
.., ....
~·~~ ~-· .,.•.,• ···~· _,,,, "·',,;•,,:<.• ,,,,,•,v,•,,
\l~i~{~Jttt ~lf!ffi!Jl ['·}d ~fJ!lfili.W£if!Jffjj ,' A'-''·'·~·~·,'·,.\\, ,,,~,,.h;.{,~,:-#J .,;.~-~-•-•;.,;.~,~-;..,;.,;.~.~,~•·· •• !,,?
·--~~~~~~····
SHT. i1
FIGURE 5.8.7A
P ag e 5.42
=-5. 0 In stallation Process
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE AND HINGED
EAVE OVERHANGS
(;f:11...: APPROVED
. DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
SHIP LOOSE WN..L PANELS
TO BE INSTN..l.ED ON SITE
2x6 SUB-F ASC!A
\ I
I
/
/
_../
METAIL FASTENIN G
STRAIP
\
' ' , ..... ---
DETAIL 'A'
CHAMPION
MODULAR HOMES
FIGURE 5.8.7B
UPPER ROOF EXTENSION
FOLDED TRUSS
ROOF IN FOLDED
SHIPPING POSITION
NOTE:
AFTER TRUSSES ARE RAISED NAILING OF SHEA TH ING
AT HINGE AREA IS REQ'D (t) 8d NAIL PER "TRUSS
FIGURE #2
SHT. #2
Page 5.43
5. 0 Ins ta lla tion Process
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE AND HINGED
EAVE OVERHANGS
// ,,. ',, (2) 16d NAILS
METAL HINGE 1---
/ \ PER TRUSS
~M-,MO,
FIGURE #3
FIGURE i4
CH AMP ION "
MODULAR HOMES
FIGURE 5.8 .7C
\ I FASCIA
' ' / '-"'~SOFFIT
', ~-'><__..,. METAL FASTENING
DETAIL 'B' STRAP
2) 16d NAILS
PER TRUSS
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
SHT. *3
Page 5.44
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE FIRE RATED WALLS
1.) SET MODULE SYSTEM PER STD . SET INSTRUCTIONS AND FASTEN TO SILL PLATE.
2.) REMOVE ALL TEMP . WEATHER SHIPPING MATERIAL, ( IF NOT ALREADY REMOVED).
3.) BOLT CENTER GIRDER TOGETHER PER STD. SET INSTRUCTIONS.
4.) RAISE TRUSSED ROOF SECTIONS AND INSTALL HINGED KNEE WALL .
(SEE SHT. #2 -FIG . #1)
5.) DO NOT INSTALL UPPER ROOF EXTENSIONS AT THIS TIME.
6.) WITH TRUSSES RAISED, SUPPORTED, AND FASTENED, LIFT FIRE WALLS INTO ATTIC AREA.
NOTE : FIRE RATED GYP. MAY NOT BE INSTALLED DUE TO LIFTING AND FASTENING
OF ATTIC WALLS (MA TERI A LS WILL BE SHIPPED LOOSE.)
(SEE SHT. #2 -FIG. #2)
7.) WHILE LIFTING WALLS TO ATTIC REMEMBER TO PLACE FIRE RATED MATERIAL IN ATTIC
BEFORE CLOSING UP ROOF.
8.) WITH FIRE WALLS LIFTED AND INSTALLED OVER FIRE RATED WALLS BELOW FASTEN
WALLS TO ATTIC FLR. OR WALL BELOW WITH 16d NAILS (2) PER CAVITY AND
THROUGH ROOF SHEATHING OR TO TRUSS WITH 16d NAILS 16" O.C .
9.) AFTER WALLS ARE SET, INSTALL UPPER ROOF EXTENSION AND GABLE WALLS.
(SEE SHT. #3 -FIG . #3)
10.) FINISH ROOF AND EXTERIOR OF MODULAR TO MAKE WEATHER TIGHT.
11.) INSTALL FIRE RATED MATERIAL TO WALL STUD IN ATTIC, SEE ENGINEERING DRAWINGS
FOR SPEC.'S AND INSTALLATION OF MATERIAL.
NOTE : REMEMBER FIRE RATING TO EXTEND TO UNDER SIDE OF ROOF SHEA THING.
SHIP LOOSE
FIRE SEP ERA TION \\'ALLS
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
MODULAR HOMES SHT. #1
FIGURE 5.9A
P age 5.45
5. 0 I nsta lla tion P rocess
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE FIRE RATED WALLS
RAISED ROOF TRUSSES
FIGURE #1
~APPROVED
DATE 11 /14 /16
PFS CORPORATION
Bloomsburg, PA
CH AMP ION' FIGURE #2
MODULAR HOM ES
FIGURE 5.9B
SHT. fl:2
Page 5.46
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE FIRE RATED WALLS
INSTALL UPPER ROOF
EXTENSIONS
FIGURE #3
~APPROVED
. DATE 11 /14/16
PFS CORPORATION
Bloomsburg, PA
MODULAR HOMES
FIGURE 5.9C
PARTIAL FIRE WAfl. MAY BE INSTAillD IN FACTOR Y
TO A HGT, OF THE HINGE POINT OF TRU SS
FIRE RATING TO EXTEND TO UNDER SIDE
OF ROOF 9lEATHING { SEE DETAILS 9lT. #4)
FIGURE =11=4
SHT.13
Page 5.47
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE FIRE RATED WALLS
FIRE RATED EXAMPLES
N'f'R<M:OARERESISTANT
CAU.KBOlli SlOES
t!Qll.: FOR 2 HOLR FIRE RA.TEO ASSEM8l. YWM...L SHAU 1!E
2:a9PLATES Wrtl-1 srAGGSIEO Zlt4 Sl1JOS AT 1r o.c. H<J
ttORIZONTAl.. .. ~GtfTE!RACIMl 2lA'l'ERSS.T
mECa:E. C'i"l"5W BCMDECTHSDf!! wmt~
STAGGER£D1rEN:HlAYERN«JSIDE. (~A.ENO.WP
lltlO•RC50TO~)
~APPROVED
. DATE 11 /14 /16
PFS CORPORATION
Bloomsburg, PA
FIGURE5.9D
(l'IP)
SEPN'VITE 2l4 PlATESwrrH2c4Sl\.OS AT 1&"0.C.
IKJHOR!Za4TALM!OHElGHTIIRACING. 2lAYERS
Mr fR£axJE G"l'PSllM BONID 80TH SIDES wrTH
JOINJS STAGGERED 1&· EACH lAVEA N.:J SICE.
(C.-.FI...ENO. WP:Js:21)-STCSSTO 58)
2 H'l. FR: SEPARAllON
PNIAI.La. TO~ WALL
(TENANT !ll>JRATIIIII)
SHT. fl:4
Page 5.48
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
HINGED VAULTED CEILING
1.:: s::-t,1:o[;-L::<:; . .:.:·n G.t..r: Rx•= ·r-"<.;T.: PER :'.T• <;ET t-JS-'i;.,ICl];~\:,
:;.) k :'.:I !~~·-1 H1 ,; H :H l:i,:;-+-: 'H ~,I:-. :·:~ I 1·.J<; -.:1..0:: l::OM::;,
1.) r.!-t.c··r .::. 1 n.1;,c,--;· . .:.k·-' ·,,,.'-.!..T -r.: p-~nl~T .J,~ -r.!:)U ··.::.11 r·: -re:·;:~ .,._r.:-."' ..
·1.) :'· I :\;;11 ;>;.-.. N ;; I I r,..,:: :' l·.:t·,i,.;:.; :!N L't:I ·! 11:\ C· ··;:\J 111) ·{I.Si ;','•Ji;
u=-r -R s·=. ;r1t J=-.:; [.,:'.' ,·,T ... 1·,T· r:"•' -w,-1--E :'.'j·, [I , .... = E .... , L~ 1'l·t. ::E t·.ST:\Ll:::
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.:.) I \S l.i,.L .i.t-J..: -1\l'i--l -~-1-.. SI_I_::. 1,:,1,J. 'J 1:_ .. :;1:·:R L~-.:y•;,.t,,LL I'\ I \C h ·-l. :..1:·:.
~APPROVED
DATE 11 /14/16
PFS CORPORATION
Bloomsburg, PA
ISO Cf~ CF House
st-rr. i1
FIGURE 5. l l.2A
Pag e 5.59
5. 0 I nstallation P rocess
ON SITE SET UP INSTRUCTIONS FOR
PANELIZED SHED DORMER
~APPROVED
DA"fl: 11/14/16
PFS CPRPORATION
Bloomsburg, PA
_,,,,·
u.: u_ ur1•_1; 1; ..._.Jo.I
:,r F-r.~r-'": r.:: ... ,::·.-=.
ht:ll
r_J-JsU'; ; ~' ~ J:£11! I•:• _t.t:-'! •;J: Ct ru:,:'1 1:~.:1·~:
;a_YJ>"j• 1 1:~;,c •:: ... 1J:u 11:.r-•L t-Ul','t'tt:.:
FIGURE i2
SHT. i2 I
FIGURE 5.l l.2B
Page 5.60
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
PANELIZED SHED DORMER
~APPROVED
-DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
FIGURE i3
FIGURE i4
SHT. *3 II
FIGURE 5.l l.2C
Page 5.61
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
PANELIZED SHED DORMER
~APPROVED
DATE 11 /14/16
PFS CORPORATION
Bloomsburg, PA
FIGURE i5
FIGURE:16
SHT. i4 I
FIGURE 5. l l.2D
Page 5.62
5. 0 I nstallation Process
ON SITE SET UP INSTRUCTIONS FOR
PANELIZED SHED DORMER
~APPRO\'ED
DATE 11 /14/16
PFS CORPORATION
Bloomsbu rg, PA
.,,... ..-s 1r NS:-.. II r1: J:::~= !l-r ... --H:: _,,.~,· ....... ·.x ..
....... ..::".~· .... ,,•'"" .... ~, ' ·. ·--~
.. tr .-·-.:ur·, --yF,':r'~-.,,., ... /' , .. :,-..~ .. " ,.,>'.,r ..... v ~·.. • .. -~.[!.:~.~~{'[d~
i ••• • .,. \ ....... (, ..... <.· .,-'4:"" .,J. .... " .. -"" ...
~I .. ,.~.'.LW: o1Hat.,~ ••• "',.,... .••••••• •·\ .. , ''·< ... __ '_),·~· -":.:::::~ ~
.-'·?-~.,,._ ~---· ,p,'J;' .. ,ic:~i'I·. ~ ,/
.. a ~~r:~1:;1;t~
:,-.f.·:-:if.":'-,f :~:<"}/ FIGURE i8
~::_ .. ,~_:.-.f-.-.'.J_~i;;;:.:f-'
'!Cl.A ,:i~t~. . .. ~
" ;i,,.r, '""
SHT. i5 I
FIGURE 5. l l.2E
Page 5.63
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
PANELIZED SHED DORMER
A.ASHNG DEf AL
l, .// .f,
I I
QETAL 'a'
FIGURE 18
OPT. DECO. RAKE WITH OVER HANG
:~APPROVED
. DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
SHT. i6
FIGURE 5 . l l.2F
Page 5.64
5. 0 I nstallation P rocess
ON SI TE SET UP INSTRUCTIONS FOR
PAN ELIZED SHED DORMER
~APPROVED
DATE 11 /1 4/16
PFS CORPORATION
Bloomsburg, PA
FIGURE 5.l l.2G
~t'l::.CIAL: 1x10 I.G.
8'-0 " CLG KGT
MEW LOWER HEEL
SHT.i7
Page 5.65
5. 0 I nstall ation P rocess
ON SITE SET UP INSTRUCTIONS FOR
PANELIZED SH ED DORMER
GABLE WALL DETAILS
~APPROVED
DATE 11/14/16
FIGURE 5.l l.2H
PFS CORPORATION
Bloomsburg, PA
SHT. #8
P age 5.66
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
PANELIZED VAULTED CEILING
·, .) SET t,H)WLES ·,~." 1\ND "9 " AND CAPE ROOF SYSTEt,·1 PER S1'D. SET iNSTRUGTIONS.
2.} REMOVE: ,1,.LL TEMPORARY SHIPPING WAi LS ii.MD SUPPORTS AS SH0\11N.
J.)-INST/I.LL IMTEF,1'.)R (;ABLE (.~) AT C.A.FE f VP,\J LT LINE. THESE f'Al'nlTIOl'I~, V•lLL H.IIVE
RL4M POCKFTS IN iH F TOP AT THF MATF \'/Al I I IHF TO RFCFIIJF RIDGF FlFM.!.
(SEE SHT. #2)
4.} INSTALL EXTER IOR GABLE PANEL (B) AN) CENTER '\111NO COLUMN (C). TIE INTERIOR ANO
EXTER tOf. GABL E PANELS TOGETHER t,,S SHOWN !N TiiE WALL/FLOOR FIELD
CONNFCT IOt--J flFTAII "A".(S EE SHT. #2)
5.} !/,!TH INTERIOR GAB LE PANEL. EXTERIO R •~ABLE PANEL. ANO \li1ND COLUMN IN
PLACE, ATTACH (1) L.V.L. RIDGE BEAM TO Ell.CH 1/AIJLTED CLG. ASSEMBL Y.
(SEE SW. #3)
6.} 1/,HH LS.L'S ATTACHED IO ROOF ASSEt,RY SLOWL Y LIFT ROOF PANELS TOGETHER.
TEMP ORAR IL Y FA STEN ROOF PANELS TOCHHER AT RIDGE BEAM IN ST.~N)ING "A" FORM .
ATTACH SHIP LOO SE 2x8 LIFTIN G CO LLAR TIE S TO VA.ULTED R.4FTERS WHllE
KEEPING VERIFIED DIMENSION .4 T 2x6 co·~T. P..T BOTTOM OF R/l.FTERS.
(SEE SHT. _U3}
7.} INSTALL APPROVED LI FT ING STRAP TO ERECTED 1/AULTED CLG . ,\MD LI FT COMP LETE
ROOF SYSTEM IN PU'..CE At~D F.t1 ST EM PER DETA.ILS (SEE SHT. #3-f,4-#5)
8.} FIN ISH f.OOFING ., INSULA 1101';, SOFFIT, 'Nlf.:lf{G, DR YWA LL , P.41MT, TRIM , ETC .
MODULAR HOMES
~APPROVED
. DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
SINGLE MODULE SHOWN
w/ TEMP. SHIPPING FRAMING
FIGURE 5.l l.3A
SHT. i1
Page 5.67
5. 0 Installation Process
ON SITE SET UP INSTRUCTIONS FOR
PANELIZED VAULTED CEILING
r '•iRTIC•l C'.J.Elf 'l.lti. fA5TEJlN1
t' f.:) J'£ (':?) l ~: t{'JI.!~ of), lli' I}.~
Tm. SHFFt/3 /
~~tf!C..,,.,,, I I
DATE
.--
1
t.aT!: l)J HCI UG 11£ LHER :lcCTI:tl Cf TIIE
'NW W..lt.lff lOC;.TK.R il-.1'L l:Fli?. THE = P.lll!l.S 1$,f_ !lJ. ( CU[ TO !OJ
ll ~;·· HEE!l 11£Y TO sir.EID /,,'.Ill, IHLE
. ~flf t;;i r.i;-c!'.~
PFS CORPORATION P age 5.68
Bloomsburg, PA
5. 0 In stallatio n P rocess
ON SITE SET UP INSTRUCTIONS FOR
PANELIZED VAULTED CEILING
~mrcn mu~, r.u.r hmu:;
IS TO D, A TT...ctl ED TO TIIE L'.l foO:£
~.W. 1l1JH (2} h:d K;.\l;S ?;ti 0.WY
DETAIL "C' DETAIL 'D"
~APPROVED
. DATE 11/14 /16
PFS CORPORATION
Bloomsburg, PA
FIGURE 5.l l.3C
SHf. i3
Page 5.69
I
5. 0 Installation Process
FASTENING AND FINISH of
5-7 /12 VAULTED CEILING
DETAIL ~F~
DETAIL "E·
VAULTED CLG. SECTION
DETAIL "G"
~APPROVED
DATE 11/14/16
PFS CORPORATIO N
Bloomsburg, PA I CHAMPION
MODULAR HOMES SHT. :11:4 I
FIGURE 5.11.30
Page 5.70
FASTENING AND FINISH of
9-12/12 VAULTED CEILING
5. 0 Installation Process
DETAIL "F
DETAIL "E'
VAULTED CLG. SECTION
HO,!". (. \•'.L. 'N / Z•:2 KIC,ER
2,6 BOiTOW t3CKCP.
16d N~JI.S (2) PS, CA'llT'I
ICE MO WAl'c-'< SlilEl.[l
/'-ALUl.t ORF me;:
y-\-l•~ ::AIB f . .\iCI.\
:;.,, ' ~lllH F 15£:1~
\ /
_\ ,...,..,,, '-',1N l1. 'l't.Nltu :::iUt-tJ ,J
\
\...."-Yl Ul:t;fl,:
DETAIL ·o~ ~APPROVED
DATE 11 /14 /16
PFS CORPORATION
Bloomsburg, PA
SHT. i5
FIGURE 5 . l 1.3E
Page 5.71
R:YALUE·&:30
R-VALIJE • R-30
,-~.C.Ll~ i' '°"'7=r F:l.l ~1rtc:/
~
!.1"-.u,a,:.,a:,".&11 0',:l'\.'(,o
~:JOCJ,:.~:'IR ~>Ir ;.:,..~
P,-VAL!E • ll-30
INSULATION OPTIONS
FOR VAULTED CE ILINGS
INSU U\Tl ON AN O BA FF LES TO BE SUPP LI ED
& IM STALL ED ON-SITE BY TH E BUILDER
(1-'t.l"<'. ALL ::i l /1, It. & U . ..'CA L CU Ut.~)
A•VALUE • A·S8
R·'IALlfE. R-:JO
..-r-=i..11J'b1 I ,~.i •:::f s..,~,
li t •ITI J' /'i~l.~:r; F:-X-! "/ .,/
R-YAUJE • FrS8
5. 0 I nstall at ion P roce ss
R·VALUE • R·!!O
~APPROVED
-DATE 11/14/16
PFS CORPORATION
Bloomsbu rg, PA
CH AMP ION ··
MODUL AR HOM ES I SHT. i6
FIGURE 5.l 1.3F
P age 5.72
5.12 Optional Company Set
See Champion Modular Home, Sales
Representative for optional installation by
Champion Modular Homes .
5. 0 Installation Process
~APPROVED
.DATE 11 /14/16
PFS CORPORATION
Bloomsburg, PA
Page 5. 73
6. Optional Features
6.1 Installation of On-Site Attached
Structures
Any structures, devices, accessories, etc.
added by others are not the responsibility of the
home manufacturer. Design all attached
buildings and structures to support all of their
own dead, live and wind loads, and to have fire
separation as required by LAHJ.
6.1.1 Garages and Carports
A garage or carport must be supported
independently of the factory-built portion of the
home and conform to LAHJ requirements.
Electrical circuits in garages shall be provided
with ground fault interruption.
LIVlNG SPACE
THE GARAGE SHAl.L BE SEPARATED FROM LIVING SPACE ABOVE
BY NOT LESS THEN 518" TYPE X GYPSUM BOARD APPLIED
TO GARAGE SIDE . THE STRUCTURE SUPPORTING THE CEILING
SHALL BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD
(518" GYPSUM-NEW YORK) OR EQUIVALENT.
THE GARAGE SHALL BE SEPARATED FROM THE LIVlNG SPACE
6. 0 Optional Features
6.1.2 Porches & Decks
Site-constructed porches and decks must
be self-supporting and must be constructed and
inspected per LAHJ requirements.
6.1.3 Steps, Stairways and
Landings
Steps, stairways and landings must be
constructed and inspected per LAHJ
requirements.
11----------:;T~S~~~'ii:C~~TGB~~~~t~fi~~~~;it'.;~~y
ATTC
LIVlNGAREA
WILL BE REQUIRED. IF LIVlNG SPACE IS OVER THE
GARAGE SPACE o/," GYPSUM IS TO BE APPLIED TO THE
CEILING UNDER THE LIVING SPACE.
AND ,rs ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD (518" TYPE X GYPSUM
BO ARD -NEW YORK & MASS .) APPLIED TO GARAGE SIDE, AND 1/2" TYPE X
GYPSUM APPLIED TO THE OPPOSITE SIDE .
OP ENINGS FRO M A PRJVATE GARAGE DIRECTLY
IN TO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH A 20 MIN. (NEW YORK -45 MIN
DOORS PROTECTED WITH SELF-CLOSING DEVICES)
FIRE RATED PROTECTION DOOR ASSEMBLY .
GARAGE OR CARPORT
FLR OF LIVlNG SPACE
APPROVED NON COMBUSTIBLE MATERIAL
IF USED FOR PARKING AUTOMOBILES OR VEHICLES
SHALL BE SLOPED TO DRAIN OR TOWARD VEHICLE
ENTRY DOORWAY .
GARAGE/ CARPORT DWELLING SEPARAT ION
FIGURE 6.1.1 ~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Page 6.1
6. 0 Optional Features
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE OVERLAY KING POST PORCH
1.} SET MQDl,U1R SYS TEM PER STD. SET INSTRU CTI ONS /1 ND F/1STEN TO SILL PLATE.
2.) REMOVE ,'.LL TEMPOR1\RY SHIPPING W1\LLS Mm SUPPORTS, IF N~Y .
• °\) Rm T CHlFR r.lRrlFR iiOGFTHFR PFR c;m SFT INS1R i lf:TiONS
4.) RAISE TRUSSED ROOF SECTICNS AND INSTALL OVERHA KGS, EXTENSIONS, J..ND GABLE WALLS
(SEE SHT. #2 -FI G. #1)
o.) l)l;.I U~MIN ::. HG I. 0~ ::iflll-' LOO~t Hb\UtP. 1\N!J ltMl-'OP..b,1-o:ILY SUl-'1-'0~ I.
(SEE SH T. i/2 -F'IG . ,lf2)
6.) CAREFULLY LIFT PORCH P . .I.MEL ONTO ROOt OF MOD . ANO SUPPORTED HEADER.
(SEE SHT. p -FI G. #3)
7.) WITH POR:H Pi\N SL IN PLACE, Fi',.STrn TCP 2x N1\ILER TO M,\IN TRUSSES W/ 16d
NAILS (2) PER lRUSS.{SEE SHT. #3 -FIG . 114)
B.) INSTALL '.>HIP LOOSE KING/KMEEWt'-.LL SO lHAT lHE FROtH CF THE WALL IS FLUSH
WITH THF' FN l1 OF' THF MAit-i TRUSS, MAKF SURF F<JR Pi lJldA AMf) F'ASTFt~ Tn MAIN R00F
.!,,ND PORCH RAFTERS W/ 15d NAILS (2) PER RAFTER OR TRUSS.
(SEE SHT. #3 -DETAIL "A") .
'9.) IF MORE THA N ONE SEC TJON OF PORCH PANELS ,\RE USED, ST/1RT f,T Gi'RE ENO
/,ND WOR~: ACROSS t.iCDULAR N/1 !Llt·l G /1ND BR/i,Cl ~l G /1S YOU GO.
10.) POSTS CR SI.JPPOR TS SHO \J LD BE INSTALl!.ED AT 8'-0" M.A.X. SPACING ANO AT .A.LL
PORCH Pt..NEL SPLICES (PANEL TO PANEL).
11.) TOE NAIL PORCH RAFTERS TO HEADrn WllH 16d NAl !.S (4} PER RAFTER ANO
INSi ALL LOWER SECTION OF SHU1THI NG.
12.) INSTP..LL 2)( PORCII CLG JOIST @ 16" o.c . W/ 16d NP..ILS (J) p[R mo
13.) INSTALL ~Ot~T. FLASHING A.T PORCH ROO"' / EXTERIOR WAL L CONNEC TI ON.
14.) FINI SH R•JOF \'/11H Flt:LT f'APE:R, DRJr' EDGE, AND SHIGLE:S.
15.) FIN ISH F.\CES MID UNDER SIDE \'11TH FASCIA, CHN-INELS, SOFFI T, AM D AMY ELECTRICAL.
(SEE SHT. #4 -DETAIL "E)
~APPROVED
. DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
MODULAR HOMES SHT. i1
FIGURE 6.1.2 .lA
Page 6.2
6. 0 Optional Features
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE OVERLAY KING POST PORCH
' ;-SHltlGU;S m El: S.TE?,=w
EA·:K ;, t P•J=t"...H .4REJ\
FIGURE #1 PFS CORPORATION
Bloomsburg, PA
FIGURE i2
SHT. 12
FIGURE 6.1.2 .IB
Page 6.2
6. 0 Optional Features
ON SITE SET UP INSTRUCTJONS FOR
SHIP LOOSE OVERLAY KING POST PORCH
CH AMP ION '
MODULAR HOMES
~/.! APPROVED
DATE 11 /14/16
PFS CORPORATION
Bloomsburg, PA
FA':lEN 2~ ti'.~laEH l~ MAIN 11i!J:i-~ts ',r/ 16d N~IL5 l2) FER lRUSS
FIGURE #4
FIGURE 6 .1.2.1 C
~,; TE; 111 HIGil ·~~ID ~J;C~3 AODITICtt~L
F~SlEtll~G AND .R~FTERS STRAPS
5HW LO BE llS8l
SHT.~
Page 6.4
6. 0 Optional Features
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE OVERLAY KING POST PORCH
FIGURE #5
\
\
CH AMP ION .. I ----------------------------1
MODULAR HOM ES
SiEP FL45H ltlG
SD: DETML
77 2, PClKH R~r.ER
;_-ROCf' SHfATHING
U."Jtl HEACER~/,.. / ·-,y-CRIP ED Gt
,.,._'::,._ / y-2x5 9J3 •,~S::IA
I--.~ -~--//\ ( --........ _., ·,
I i 1 .___ -F ,1;c1A
\/ / ~ /
SCfflr_J\ "'>-_1. -sc mr ,j " _ _,,,.I
,~ETAL F ~STENER-' ' , ''<._
---· -FOST
DETAB.. 'B'
IIAIN RiX:F-\
~.~ -:-·-, __ .,..oafiMi:P. l\"A!~
/' ·;'\.,. t\
. -, -: FLJ.9i1N G i \. ! \ . -. __ --, /
. ,·
. APPROVED
DATE 11/14/16 ' ,
/~~;,,\ /j\ o'xs· SE!'
'•-..... .. ___ _.-'-Fl8ER,L',$S £H1 N,l£S PFS CORPORATION
R.ASHING DETAIL Bloomsburg, PA
TYP. POCRH DETAIL
SHT. i4
FIGURE 6.1.2.lD
Page 6_5
..
'
6. 0 Optional Features
ON SITE SET UP INSTRUCTIONS FOR
OVERLAY TRUSS PORCH
i .) SET MQ[;U L£S ROOF SYS T£M PtR STD. SET li'~STRUCTIOMS ANO FASTtN -o Sll PLATE.
2.} REMOVE ALL TEMPORARY SH l;:,PING W.4LlS At--JD SUPPORTS, I~ At-JY.
3.} BOL T CEN TER GIRDER TOGETI--IER PER STil. SET INSTRUCTIO NS.
4.) RAISE TRUSSED ROO F SECTIONS, INS TALL FLI P EXTEMS IOl~S. AND FASTEN RIDGE ASSEMBLY.
S.} P..ITACH SHIP LO OSE 2x3's TO MAIN ROCiF @ 16" O.C. AS REQ'O
WlTH (2) 15d M,l1 fLS PER t.i.11 IM TRUSS. (::i :.t. ~H L f2. -LJ!;.[Al l ~A ")
6.} LIFT SHI:;, LOOSE OVERLA Y TRUSS INTO POSl110N , STP,RTiNG AT EITHER EM D OF oMmED 0.H.
ARE:A. ToJE: t~AIL 01/ERJ..W TRUSS TC-INSTALLED 2,:3 SP/,CERS w/ 16d NJ1JLS (2} PJ;;R TRUSS.
7.) FASTEN REM,i..lNING OVER LAY TRUSS @ Hi" 0.C . TO 2xJs. ADO HORIZOTAL S1JPPORTS UN TI L
SHEA THING CAN BE INSTALLED-
8.} AF'iER 1\.L L OVERLAY TRUSSES H.41/E BEEH INSTM .. LED, ATTACH 2K6 SUBFASCl1\. TO EAV E AND
At,D DESIRED OVER HAMG TO GABLE.
9.) INSTALL SHEATHING TO ROOF ARE.A .4ND GABLE ENDS.
10.) INSTALL FELT PAPER, DRIP EDGE , RIDGE VENT, ICE At~D WATrn SH,EL D TO ROOF ARE1I.
ANO SHl~J GL E.
11.) JNST/\LL J-CH:\NNEL, SIDING, N·lD STEP FL/·,SHIN G TO G./IBLE ENC-S.
(SEE SHT. #2 -FLASHING DETAIL)
12.) INSTA LL FIN ISHED F.4CSlA ANO SOFFI T TO ROOF AREA.
FIGURE 6. l .2.2A
DATE 11/14716
PFS CORPoRA!frxoN
Bloomsburg, PA
SHT. i1
Page 6.6
6. 0 Op t iona l F eatures
ON SITE SET UP INSTRUCTIONS FOR
OVERLAY TRUSS PORCH
...... -~;.r •:tr-1~~-·<f,t.:." ~~ l ~;. t. ~--~:t:
_ .• ./----.. l''JI ··~ ·· l"rr ri ::u_;, 1· 1i JF=
11 t: L."· IH~· .-,·
..,.,...... .. .. ~: . ,_
.
OETAL 'Er
'··-',.,./ , ..... ___ --·~
DETAIL 'A"
•._ ·:.,tJ ~:;:::~ -~ .. ~~
,.
/
~APPR VED
-DATE 11/14/ 6
PFS CORPORATION
Bloomsburg, PA
FLAS1-1¥J DETAIL
MODULAR HOM ES SHT.42
FIGURE 6.1.2 .2B
Page 6.7
6. 0 Optional Features
ON SITE SET UP INSTRUCTIONS FOR
OVERLAY TRUSS PORCH
TYi", OVl:R.AY TAU55
·~ ............. ..
··,.,., ..•...
.. ............ .
• ..
~~a.-------................
'· ..... ~ .....
OVERLJ\Y TFUSS CRC6S srn
APPROVED
DATE 11/14 /16
PFS CORPORATION
Bloomsburg, PA
CHAMPlON
MODU.LAR HOMES SHT. 13
FIGURE 6.l.2.2C
Page 6.8
6.0 Optional Featu res
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE SURFACE MOUNT PORCH
1.; .•~IHf·ilM -~r,HI ,::,-l':)H:;H ·'·,t-.l:1 1;-:1. C-HI·; -.-·.;;1:;--:Y N:-;1:-.11-1 ; -;:H i 'i ~:1 ,
'.~;--':I T. IP -1 ;,. #1 r;--.~ I "A";
1..) C . .:O.RT_l __ ·i _n p::R:::11 -13 AL Gr· .. 1::.:..(1]°( =·CAR:) ',',nl :::Iii:._{ LI \[ .i:.\(: T..-P ::RA f.: L"•' t· •.. .::..L
I C.i:.:CR T~ cxr:r. 1:,< 'i'i:.,LL sr .1:s. ('· SI 11 f/ J:; 'f:",=::
-~-) '/JI I I ;., )11 ,! I ::;:.J .:; °'I·'·' ;, 10 ;:: L ·:;: . .11 :; ..1 ; I ·.,: A,\I:= ..... JO(,,!.',!.! I v l!lii•,:;1
',iA \J ''._:'. ,c l_!o,1.U i,
, .} IF ··,!C,F ti/·,\ 1~·-1= :,FCl1N :;F :,,:-;,~-P!·J.F S ,·-<F _:,Fr.:, .,-.: .. -, T t,.T ·~:'-.:IF =\f;
.·".\I; •,\,•:_; {Y. ... '" .. :_;1-:~;~·::: M~;1; ... 1 /·. -: ··~.'·.I ~H:: _. ... _. .. ~; $1-~:\c.t-.. :.; :',":.~ y~;-,_;o.
: .. :, ·,1,n--,J~C-E'r1:R.:..RIL "·; lh rL.::.~:: FNI ::-f.!..SE\I \( '"·C".C-D f.1(.,[: WT-(2 ·:
.. :',;" L.:.,~·,.; PEf. , .. , .. ,,T'' ,r,o =··,r ... , L f.'TI [''; ,,.,, :; I ": 1·, ;. I ";"'• ..
.: -·" ., · •. "',.. I I ·.1 1·--·· I 11,a;._ .,.•JV .... , •.~> .. . J-' . .. . J
1'.) f;f,,'-'.·;,!-.;f, :\r. :, 1:-HI.ii+ I'+ (;-1 :;i, ~u11;-~ :·.,!-'1-'I -! p,:)~1:-; :;-; :;.Y ~rn -.:1:·, !•,\l:1 C.! .
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. APPROVED
DATE 11 /14 /16
PFS CORPORATION
Bloomsburg, PA
FIGURE 6.l.2.3A
SHT. +1
Page 6.9
6.0 Optional Features
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE SURFACE MOUNT PORCH
FIGURE 6 . l.2.3B
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~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
SHT. i2 ·
Page 6. JO
6.0 Optional Features
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE SURFACE MOUNT PORCH
~APPROVED
DATE 11 /14/16
PFS CORPORATION
Bloomsburg, PA
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MODULAR HOMES SHT.+311
FIGURE 6. l .2.3C
Page 6. Jl
6.0 Optiona l F ea tures
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE WALK-OUT BAY
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APPROVED
DATE 11/1 4/16
PFS CORPORATION
Bloomsburg, PA
MODULAR HOMES
FIGURE 6. l .2.4A
SHT.i1
Pag e 6.12
6. 0 Optional Features
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE WALK-OUT BAY
FIGURE #1
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CH AMP ION .. r . -----I
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FIGURE 6. l .2.4 B
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~APPROVED
DATE 11 /14/16
PFS CORPORATION
Bloomsburg, PA
SHT. +2 I
Page 6.13
6.0 Optional Features
ON SITE SET UP INSTRUCTIONS FOR
SHIP LOOSE WALK-OUT BAY
~APPROVED
DATE 11/14 /16
PFS CORPORATION
Bloomsburg, PA
FIGURE fl:3
C£TAJL 'C'
MODULAR HOMES SHT. iS
FIGURE 6. l.2.4C
P age 6.14
6.2 Miscellaneous Lights And Fixtures
(to be completed by builder)
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.
6.2.1 Exterior Lights
Remove any junction box covers and
make wire-to-wire connections using wire nuts.
Connect the wires as follows: black-to-black,
white-to-white, and ground-to-ground. Push the
wires into the box and secure the light fixture to
ensure a watertight seal to the sidewall. Install
the light bulb and attach the globe.
6.2.2 Ceiling Fans
To reduce the risk of mJury, install
ceiling fans with the lowest edges of the blades
at least 76 inches above the floor. Follow the
manufacturer's instructions for installation.
6.3 Optional Panels, Siding And
Molding (to be completed by
builder)
If the home came equipped with
optional panels, siding, or molding, refer to any
special installation procedures provided with the
materials.
6.4 Exterior Coverings
(to be completed by builder)
Install exterior coverings ( e.g. stucco,
metal, vinyl, lywood, hardboard exterior siding,
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
6. 0 Optional Features
and shingled roofs, etc.) according to the
material manufacturer's instructions. Reference
Champion Modular Homes Group, LLC
approved systems package for specific siding
and installation details.
Vinyl Lap Siding -Make sure the seams at the
marriage joint of the endwalls for the entire
height of the walls have air barriers installed to
the mate line and are completely sealed (by a
manufacturer specific house wrap sealant or
overlap per manufacturer's installation
procedures). Apply the sealant or overlap
directly over the sheathing.
The siding panels should be attached
using 7/16 x 1 Yz" x 16 gauge galvanized steel or
aluminum staples. (6d galvanized nails may
also be used.) Staples should be driven so that
there is a 1/32" clearance between the siding and
staple crown to allow some lateral movement.
Fasten to each stud.
Snap the bottom course of siding into
the starter strip and fasten to the wall. Leave a
W' space at comer posts and 'J' channels around
window and door openings to allow for
expansion. Do not fasten within 4" of an
accessory. Vertical butt joints in panels should
overlap 1 ". Do not fasten the panel within 4" of
the joint. Install vinyl, aluminum, felt or other
suitable material for flashing at bottom corners
of doors and windows per manufacturer's
approved systems package for specific siding
and installation details. 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.
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 top
lock of the lower course, then deduct W'.
Slide the cut panel into the undersill 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
Page 6.15
sections at the gable will need to be angle cut.
Use two scrap pieces of siding to make a pattern.
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 cutting gable pieces.
Install the gable pieces by interlocking with the
lower course, sliding into the gable 'J' rail and
fastening .
E XT. S HEATHING
INCO RRECTLY
A PPLIED
CORRECTLY
APPLIED
6.0 Optio na l Features
INCO RRE CT LY
APPLIED
FIGURE 6.4A
STAGGER PANELS
AS SHOWN
(to be completed by builder)
Exterior Painting -Painting of raw surfaces is
the last sequence for completing exterior finish .
If a garage is included in the unit package,
exterior painting is generally done after garage
erection and completion.
The following points will need painting or
touchup.
1. Decorative porch posts and porch soffit.
2 . Front door jambs and brick mold trim
adjustment. Nail holes should be
puttied before painting.
3. Siding frieze or band boards around
house (special elevations).
4. Doors need to be caulked at siding gap
next to trim mold.
5. General touchup on spots bruised
during erection and delivery.
6. Soffit under floor of overhang, i.e.,
floor overhang of split entry model.
6.5 Telephone And Cable Television
The walls and floors of the modular
home contain electrical circuits , plumbing and
ductwork. A void contact with these systems
when drilling through and placing cables within
the cavities. Only trained professionals shall
perform telephone crossover connection in
multi-section homes . Failure to follow these
instructions may result in serious personal
injury or death.
~A PPR OVED
-DATE 11/14/16
P FS CORPO RAT I ON
Bloomsburg, PA
P age 6.16
7. Appliances
(to be completed by builder)
7.1 Heating Appliance
Install heating appliances and all utility
connections per the appliance manufacturer's
installation instructions. Make sure the heatino b
system being installed matches or exceeds the
BTUH heating requirements listed on the
manufacturer's data plate, but keep in mind that
the manufacturer's data plate will only include
modular built portions of the home. Additional
requirements may have to be considered such as
living areas in the lower portion of a split level
and unfinished 2 nd floor living spaces of a cape.
Make certain the heating system installed in the
home is sized properly for all habitable areas of
the completed home.
7.2 Clothes Dryer Vent
The clothes dryer must exhaust outside
the exterior of the home or outside any perimeter
foundation, through a moisture-lint exhaust
system, as specified in the dryer manufacturer's
installation instructions . If flex duct is installed
on site, 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.
Gas supply piping and adequate venting
must be provided as specified by the gas dryer
manufacturer. Only a trained and experienced
person shall install a gas dryer. Cutting major
structural elements (such as trusses or floor
joists) to allow for a gas dryer installation is not
permitted.
WARNING!
Termination of the dryer exhaust
underneath the home can cause
condensation and moisture damage to the
home. Lint and dust accumulation can
ignite, causing a fire.
A FIRE MAY RESULT IN SERIOUS
INJURY OR DEATH.
Periodically check for and remove
accumulated lint and dust.
7. 0 Appliances
7.3 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 LAHJ requirements .
7.3.1 Air Conditioners
The home's electrical distribution panel
may contain optional factory-installed circuits
for air conditioning. The max imum full load
ampere draw for the desired air conditioning unit
must not exceed the circuit rating shown.
The Electrical distribution panel in the
home may not have been sized for the
additional load of 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.
Follow the air conditioner
manufacturer's installation instructions to install
a remote (self-contained) air conditioner (with
cooling coil and blower located outside the
home).
7.4 Heat Pumps
Install heat pumps according to the heat
pump manufacturer's instructions and all state
and local requirements. ·
~APPROVED
DATE 11 /14/16
PFS CORPORATION
Bloomsburg, PA
Page 7.1
7.5 Chimneys And Air Inlets
Fireplaces, wood stoves and gas water
heaters may require on-site installation of
combustion air inlets and on-site installation of
additional section(s) of approved, listed chimney
pipe , spark arrestor and rain cap assembly. Site
installations of vents, shall conform to the
appliance manufacturer's installation
instructions.
,~APPROVED
. DATE 11 /14/16
PFS CORPORATION
Bloomsburg, PA
7. 0 Appliances
7.5.1 Fireplace Chimney Extensions
Above the Roof (Non -power
Vented)
The fireplace chimney shall extend at
least three feet above the part of the roof through
which it passed and at least two feet above the
highest elevation of any part of the home within
10 feet of the chimney.
If the horizontal distance from the peak
of the roof is less than 10 feet, the top of the
chimney must be at least 2 feet above the peak
of the roof. If the horizontal distance from the
chimney edge to the peak of the roof is more
than 10 feet , a chimney height reference point is
established on the roof surface 10 feet from the
chimney edge. The top of the chimney must be
at least 2 feet above this reference point. In all
cases , the chimney cannot be less than 3 feet
above the roof at the edge of the chimney .
If the site has ob structions within 10 feet
of the chimney, the installer may have to provide
an additional section of chimney pipe. Refer to
Figure 7.5 .1.
,;======r-------------------->.-
1
I
I
I
I
I 10'-0"MIN .
12
CHIMNEY EXTENSIONS ABOVE ROOF
FIGURE 7.5.l
Page 7.2
7.5.2 Assembly and Sealing
Sequence
When a fireplace is factory installed
such that the firebox is in one section of a multi-
section home and the hearth in the adjacent
section, the hearth cannot be factory-installed.
Therefore, the hearth must be shipped with the
unit and field installed in strict compliance with
the fireplace manufacturer's installation
instructions.
WARNING!
Chimneys and hearths that are incomplete
could cause a fire if they are used prior to
completion.
A FIRE MAY RESULT IN SERJOUS
INJURY OR DEATH.
The chimney, combustion air ducts and
hearth must be installed before the
fireplace is used.
7.5.3 Combustion Air Duct Inlets
Completion of ducts and vents are the
responsibility of the builder when applicable.
Combustion air-intake ducts end just below the
bottom covering of the floor. They must be
extended to the outside when the home has a
basement or crawl space. These ducts must be
installed per fireplace manufacturer's
installation instructions. Do not allow the
combustion air inlet to drop material from the
hearth beneath the home. Locate the inlet
damper above the expected snow level.
7.6 Range, Cook-Top And Oven
Venting
If the home is equipped with a
combination range, cook-top/grill or oven that
contains its own exhaust system, route the
exhaust so that it does not discharge under the
home. Connect metallic duct between the elbow
protruding from the floor and the termination
7. 0 Appliances
fitting, and support it according to the
manufacturer's installation instructions.
~APPROVED
bATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
P age 7.3
8 . 0 Utilities
8. Utilities
(to be completed by builder)
Utility system connection and testing -Consult the local authority before connecting any utilities. Only
qualified installers, familiar with local codes and licensed where required, shall make utility connections
and conduct tests.
8.1 Water Supply
8.1.1 Maximum Supply Pressure
The water system for the home was
designed for a maximum inlet pressure of 80 psi.
The minimum pressure at the entrance shall be
40 psi. If the home is located where the local
water supply pressure exceeds 80 psi, install a
pressure-reducing valve.
8.1.2 Connection Procedures
Qualified personnel shall complete the
water supply system on site.
1. Individual Fixtures -Supply lines to
individual fixtures may be stubbed
through the floor. Site hook-up of
horizontal runs underneath the floor
between those fixtures may be
necessary.
2. Crossovers -Homes with plumbing in
multiple modules may have horizontal
supply lines that have been plant
installed. Connection of all horizontal
supply lines is required on site.
3. To supply main -Connect the home's
water system to the water source inlet.
8.1.3 Protection from Freezing
In areas subject to freezing
temperatures, protect exposed sections of water
supply piping, shut-off valves, pressure
reducers, and pipes in a water heater
compartment. Failure to do so may result in
burst pipes and costly damage.
1. Use of heat tape -Heat tape is an
electrical heating element designed to
protect exposed plumbing from freezing,
and is certified by UL, CSA or FMRC.
Install heat tape in strict conformance
with the tape manufacturer's
instructions.
2. Freezing protection for unoccupied
homes -If the home is to be left
unheated in cold weather tum off the
water heater, drain the water lines and
blow clear with compressed air to
prevent damage from freezing.
8.1.4 Testing
Although the manufacturer, prior to
shipment, performed testing of the water supply
system, leaks may sometimes occur as a result of
shipment, set-up, and on-site plumbing
connections. The system must be rechecked per
LAHJ requirements at the installation site after
all on site system hookups have been completed.
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Page 8.1
8.2 Drainage System
8.2.1 Connection Procedures
Qualified personnel shall complete the
drain, waste, and vent systems on site.
1. Individual Fixtures -Drain lines to
individual fixtures may be stubbed
through the floor. Site hook-up of
horizontal runs underneath the floor
between those fJXtures may be
necessary. Drain lines must slope at
least W' fall per foot of run unless
otherwise noted on schematic diagram.
Exception : 1/8" 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.
2 . Vent Lines -It may be necessary to
extend vent stacks through or above the
roof to the required height as mandated
by each individual state and the
applicable codes . See Figure 8.2. IA.
This requirement shall be completed on
site. Check roof for plumbing boots &
flash without VTR. Install VTR.
3. Crossovers -Homes with plumbing in
multiple modules may have horizontal
drain lines that have been plant installed.
Connection of all horizontal drain lines
is required on site.
SEE APPROV ED PE RM IT PLAN
SET FOR DISTANCE ABOV E ROO F
8. 0 Utilities
WARNING!
Improperly connected or modified fuel gas
systems can cause fire or explosion.
A FIRE OR EXPLOSION MAY RESULT IN
SERIOUS INJlJRY OR DEATH.
Qualified personnel must make all
connections to and alterations of fuel gas
systems, including installation of appliances.
8.2.2 Protection from Freezing
The floor insulation provides freeze
protection for fittings in the floor. If this
insulation is removed during assembly or
testing, replace it. If the home is left unheated in
cold weather, pour approved antifreeze into P-
traps at all fixtures and toilets. Fittings and
piping outside the floor insulation may need
insulation in cold climates.
8.2.3 Testing
Although the manufacturer, prior to
shipment, performed testing of th.e drain system,
leaks may sometimes occur as a result of
shipment, set-up, and on-site plumbing
connections. The system must be re-checked per
LAHJ requirements at the installation site after
all on site connections have been completed.
Repair any leaks and retest. The entire drain
system shall be tested at 5 psi for 15 minutes
upon completion.
INSTALL ATION ANO WEATHERPROOF ING
PER MAN UFACTURERS INS TRUCTIONS
3·vENT
MIN. DI STANC E AB8VE RO OF & ---1 VENT EXTEN SION MIN . DI STA NC E AB VE
ANTICIPA TED SNOW ACCUMULA TION
(PER INDIV IDUAL COD E REQUIREMENTS) ~
""-PI PE INCR EASER
RED UCER (OCCU RS
MIN 12" BELOW RO OF
~APPROVED
DATE 11 /14/16
PFS CORPORATION
Bloomsburg, PA
VENT THROUGH ROOF CONNECTIONS
FIGURE 8.2. lA
Page 8.2
8.3 Gas Supply
8.3.1 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.
8.3.2 Proper Supply Pressure
The maximum operating pressure for
p1pmg system for gas in the home shall not
exceed 5 psig. If gas from any supply source
exceeds, or may exceed this pressure, a pressure-
reducing valve must be installed. For LPG
systems, the operating pressure should not
exceed 20 psig.
8.3.3 Orifice for Specific Gases
Special orifices and regulators are
required for each kind of gas and for high
altitudes. See the manufacturer's instructions
accompanying each gas-burning appliance for
modification. 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.
8.3.4 Connection Procedures
Qualified personnel shall complete the
gas supply system on site.
1. Individual Appliances -Gas lines to
individual appliances may be stubbed
through the floor. Site hook-up of
horizontal runs underneath the floor
between those appliances may be
necessary.
2. Crossovers -Homes with gas appliances
in multiple modules may have
horizontal gas lines that have been plant
8. 0 Utilities
installed. Connection of all horizontal
gas lines is required on site.
3. Vents -Inspect gas appliance vents to
ensure they have been connected to the
appliance, and that roof jacks are
installed and have not come loose
during transit.
4. Hook-up -The gas system shall be
connected to the gas supply only by an
authorized representative of the Gas
Company.
8.3.5 Testing
Although the manufacturer, prior to
shipment, performed testing of the gas system,
leaks may sometimes occur as a result of
shipment, set-up, and on-site plumbing
connections. The system must be re-checked per
LAHJ requirements at the installation site after
all on site connections have been completed.
8.3.6 Gas Appliance Start-up
Procedures
One at a time, open shut-off valve of
equipments, light pilots and adjust burners
according to each appliance manufacturer's
instructions. Make sure the water heater is filled
with water before lighting its pilot. Check the
operation of the furnace and water heater
thermostats, and set them to the desired
temperatures.
8.4 Hot Water Baseboard Heat
All on site connections shall be made
with copper sweat fittings, copper unions or
other metal connections approved by LAHJ.
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
P age 8.3
8.5 Electricity
A large enough power supply must be
available at the site . An inadequate power supply
may result in improper operation of and possible
damage to motors and appliances. It may also
increase the electricity costs.
8.5.1 Description and Rating of Home
Wiring
The home is designed for connection to
an electrical wiring system rated at 120/240 volt
AC.
8.5.2 Grounding
The home must be properly grounded
per LAHJ requirements to protect the occupants.
8.5.3 On Site Connections
Crossover connections between modules
must be provided per the LAHJ requirements.
8.5.4 System Test Procedures and
Equipment
Pre-connection tests -Conduct both of
the following tests before any electrical power is
supplied to the home :
1. Circuit conductor continuity -Conduct
a continuity test by placing all branch
circuit breakers and switches controlling
individual outlets in the "on" position .
The test shall give no evidence of a
connection between any of the supply
conductors (including the neutral) and
the grounding circuit. A flashlight
continuity tester may be used.
2 . Grounding continuity Using a
continuity tester test non-current-
carrying metal parts to assure continuity
to ground. The parts to be checked
include:
a. Appliance enclosures, including
fans
b . Fixture enclosures and canopies
c. Metal siding and roofs ---------~A PPROVED
DATE 11/14/16
PFS CORPORATIO N
Bloomsburg, PA
8. 0 Utilities
d. Metal water supply and gas lines
and metal ducts ( except foil covered
insulated ducts) (see NOTE 3 below
regarding gas lines using corrugated
stainless steel tubing).
e. The home's frame if one is present.
NOTE 1: On multi-section homes, perform
this test only after completing all electrical
and bonding connections between the
sections.
NOTE 2: Grounding is not required on the
metal inlet of a plastic water system or on
plumbing fi xtures such as tubs, faucets,
shower risers , and metal sinks when they are
connected only to plastic water and drain
piping.
NOTE 3: A gas piping system that contains
any corrugated stainless steel tubing shall be
electrically continuous and shall be directly
bonded to the electrical service grounding
electrode conductor. No portion of the gas
piping system shall be used as or considered
to be a grounding electrode or a grounding
electrode conductor.
Post-Connection Tests -Conduct the
following tests after turning on the main
circuit breaker and each individual circuit
breaker.
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
fi xture bulb sizes and outlet
configurations . Investigate any
indication of reversed polarity, open
grounds or shorts , and correct them.
2. Install any smoke alarms shipped loose.
All smoke alarms must be inter-
connected to other smoke alarms in the
home . Follow the smoke alarm
manufacturer's installation instructions
provided. Test all smoke alarms,
Page 8.4
including alarms installed during the
setup process, following the smoke alarm
manufacturer's instructions. When
testing a series of inter-connected units,
test each unit individually. Make sure all
units alarm when each one is tested. Any
smoke alarm that does not meet the
inspection or test requirements of the
manufacturer shall be replaced and
retested.
8.5.5 General Notes
1. Champion Modular Homes will provide
the distribution panel in the factory per
house plan. For all basement models, the
distribution panel will be temporarily
hung from the floor joists or on end of
unit for field installation on back
basement wall. No conduit stubs or
outside holes are provided due to many
possible service entrance drops and sizes.
2. Builder is responsible for supplying and
installing the meter base, service mast or
riser, service entrances cable for meter to
panel (or conductors in conduit), etc.
Builder must also install #6 bare copper
ground wire (#4 for 200 amp panels) in
the panel and bring this wire into the
crawl space or basement and then outside
to grounding rod supplied by builder, or
to the water supply line. Installation
should be checked with local authorities
to comply with National Electrical Code
and local codes . Champion Modular
Homes provides #4 wire for crawl space
inside panels.
3. Mount exterior wall bracket lights
supplied by Champion Modular Homes
at front and rear entries. Wiring and
boxes for exterior lights have been
factory installed.
4 . Recheck all electrical devices, appliances
and circuits.
5 . Circuit protection breakers are marked in
the panel box . For specific outlet circuit
connection, consult with Champion
Modular Homes, as each model has
special schematic. CAUTION: No
basement wiring is provided except for
one stairwell light and one J-box for
8 . 0 Utilities
smoke detector. All labor and materials
are to be supplied by the builder for
basement outlets.
6. Dryer options: Crawl space models have
an integral 200 volt and two 110 volt
outlets pro vided in the laundry location.
Washer and dryer outlets are not
provided in the basement and must be
installed in the field. No dryer pigtails or
flex gas pipe is provided. If dryer is
located on external wall, Champion
Modular Homes will install dryer vents
as transportation requirements allow .
Otherwise, materials are shipped loose.
~APPROVED
DATE 11 /14 /16
PFS CORPORATION
Bloomsburg, PA
Page 8.5
ELECTRICAL CROSSOVERS
12<1V
THE COHN(CtORS ARE IHlEKlED F'CII fACTml' OR ON-SITE
IH1D!C(fflECOOi ~ MOOll!S CR ODIER UDNC COMPOHENTS.
THEYlilAYBEWiCEAl.!DORSURrACC·LIOONl[DASOESCRIIEDIN
ARna.E 545.IJ tF THE MATDIAL El£CIRC COOE.
~ BRANrn DUC T
~ MAJN DISCONNECT
FXTFRIOR MEW I PANEL Box COMBINATION
240V
TYPICAL ELECTRIC CROSSOVERS
METAL OR PLAS nc ~JNCnON BOX
ON[ ~OE
8. 0 Utilities
/\\1RECOIL
FlD< CONDUIT (If EXPOSED MUST BE PROPERLY LISTED
THE WIRES ARE COILED UP UNDER THE SHIPPING SEAL BEFORE THE UNITS
ARE PULLED TOGETHER PLACE THE WIRES FROM "U" HAUF INTO JUNCTION
BOX ON "x" HALF. WIRES \\1LL BE COLOR CODED AND/OR TAGGED TO
PREVENT MIXING OF CIRCUITS MAKE FINAL CONNECTIONS AFTER UNITS ARE
PULLED TOGETHER.
CONNECT THE FLEX CONDUIT TO lHE JUNCTION BOX ON THE "X" HALF. THEN
MAKE THE \\1RE CONNECTIONS USING APPROVED WIRE CONNECTORS. WIRES
WILL BE COLOR CODED AND/OR TAGGED TO PREVENT MIXING OF CIRCUITS.
MAIN PANa METER
BASE
OVERHEAD ENTRANCE
SERVICE ·DROP CONDUCTOR
CLEARANCES AND ATIAC~ENT SHALL
BE PER NEC 2.l0.24 ANO 2.l0.26 UND£RGROOND ENTRANCE
MAJN PANEL ENCLOSURE
GROUND
BUS BAR
SERVICE
ENTRY
METER BASE
BONDED TO
NEUTRAL
BUS BAR
CONDUIT OR --~ ,
CABLE Sl'R~CE
GROUNDING aECTROO[
MULTI-SECTION FRAME BONDING
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
CONDUIT
ENTRANCE BELOW ROOF LJNE
FIGURE 8.5.3
Page 8.6
8.6 Air Duct Crossovers
Multi-section homes may require a
Heat/AC duct connection below the floor.
Support all ductwork so it is not in contact with
the ground, and cover all exposed ductwork with
material having an insulating value of not less
than R-8 under a vapor barrier with a perm
rating of not greater than 1. Ducts in floor
trusses shall be insulated to a minimum of R-6.
Provide crossover per LAHJ requirements.
Perform Post-Construction Duct Test.
8.6.1 HV AC Site Completion
Modular home furnace & duct system options
with carriers ("FRAME OFF" installation):
Refer to print package provided specifically for
your home. Locate the duct layout for basement
or crawlspace installation as applicable. Locate
the areas for site installed crossover ducts.
8. 0 Utilities
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Page 8.7
9. Final Inspection (by Builder)
To make sure that no items have been
overlooked and that all work was done properly,
make a final inspection when the home
installation is complete. Place special emphasis
on the following "checklist" items :
1. All water and drain systems work
properly and do not leak.
2. Appliances have been tested and work
properly .
3. All windows, doors and drawers work
properly.
4. Exterior siding and trim contain no gaps,
voids, or missing fasteners, all seams are
sealed, and hardboard edges are sealed.
5. All stack head or vent pipe flashings are
properly attached and sealed.
6 . All shingles are properly attached, none
are loose or missing , and all holes are
filled.
7. The foundation wall or crawl space
foundation around the home has vents to
cross-ventilate and keep the crawl space
as dry as possible . See Notes in Figure
4. lA for the total vent area required.
8 . Check all exhaust fans for proper
operation and airflow.
9 . Inspect for and correct all interior
finishing details, such as loose molding,
carpet seams , etc.
10. Check all ceiling insulation is installed
properly and did not move during the
transportation process.
11. Removal of any bottom plates at door or
archway that crossover the marriage
line. (Use extreme precaution to not
damage floor coverings.)
9. 0 Final Inspection
12. Perform blower door test and
determination of house ventilation
requirements.
13. ConfllTil that first floor wood floor
assemblies using dimension lumber or
structural composite lumber less than
2"x10" or open joist including finished
basement and crawl space with storage
or fuel-fire appliances are protected with
Yz" gypsum wallboard membrane, 5/8"
wood structural panel membrane, or
equivalent, on the underside of the floor
framing member.
For PA only -Complete the PA Site
Installation form. Send a completed
copy to appropriate plant location -
Champion Modular Homes,
10642 S. Susquehanna Trail,
Liverpool, PA 17045
~APPROVED
DATE 11/14/16
PFS CORPORATION
Bloomsburg, PA
Page 9. I