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;ENR IAL NOTES.: T UNDER HIE. SCHULT HOMES CORP..
ODEL # (N)8016-499 - _
PIER SELI
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NOTE: LONGITUDINAL TIEDOWNS ATTACHED TO THE "
CROSSMEMBERS SHALL BE NO MORE THAN 3" FROM THE
I—BEAM. LONGITUDINAL TIEDOWNS AND OUTRIGGERS NOT
SHOWN FOR CLARITY.
APPROVED BUCKLE g
—I—BEAM APPROVED TIE— &
LONGITUDINAL DOWN STRAPS
TIEDOWNS PER CROSSMEMBER APPROVED ANCHOR WITH
PAGE 4.19. SINGLE TENSIONING HEAD $
PIER BEYOND
`^ ANGLE OF ANCHOR TO
a GROUND BE IN LINE WITH STRAP
FOOTING UNLESS APPROVED
STABILIZER PLATE IS
INSTALLED.
6-
MAX.
INSET
TYPICAL.TIEDOWN REQUIREMENTS JA
NOTE: LONGITUDINAL TIEDOWNS ATTACHED TO THE
CROSSMEMBERS SHALL BE NO MORE THAN 3" FROM THE
I—BEAM. LONGITUDINAL TIEDOWNS AND OUTRIGGERS NOT
SHOWN FOR CLARITY.
APPROVED BUCKLE APPROVED TIE—DOWN
I—BEAM STRAP AND END
TREATMENT (i.e. BUCKLE).
STRAP SHOULD NOT /
INTERFERE WITH CROSSMEMBER
CONTENTS IN BELLY. i tittllllllttlJ
— < — PIER BEYOND r \�\�w AR0�///f/�
/ r
GROUND �`yQ 4�1 'ss
/ APPROVED ANCHOR
WITH TWIN TENSION - E�aJi £
j HEAD. 372 = __
ALT. FOR SINGLE WIDES: STABILIZER PLATES I �naroz `
STRAP MAY LOOP COMPLETELY AROUND i—BEAM
MUST BE INSTALLED
AND ATTACH TO DOUBLE—HEADED ANCHOR ON WITH
OTHERBE PROVIDED PER CORN R
SIDE. PROTECTION MUST ANCHORSUBLE HEADED 6" MAX �i/iOI CAMN.t�'�0��\
INSET 11111111100
TYPICAL TIEDOWN REQUIREMENTS-CROSS-STRAPPING B
Ram
1. SEE PAGES 4.14 TO 4.19 FOR TIEDOWN SPACING REQUIREMENTS.
APPROVED TIEDOWN ,---APPROVED TIEDOWN STRAPPING
2. TIEDOWN STRAPPING, BUCKLES, ANCHORS AND END TREATMENTS ARE NOT BUCKLE --'� COMES OFF THE TOP OF THE
SUPPLIED BY HOME MANUFACTURER. VERTICAL TIES ARE REQUIRED AT EACH [—BEAM.
HORIZONTAL TIEDOWN ALONG THE SIDEWALL FOR WIND ZONES 2 & 3.
3. GROUND ANCHORS AND FRAME TIES SHALL BE CAPABLE OF RESISTING AN
ULTIMATE TENSION LOAD OF 4725 LBS. (WORKING LOAD = 3150 LBS.) AND
MUST BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. THESE
ANCHORS ARE NOT TO EXTEND BEYOND THE SIDEWALL OF THE HOME. CUT PIECE OF STRAPPING
4. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER,SHALL BE PRO— CROSSMEMBERS,PROTECT STRAPS AGAINST SHARP CORNERS AT I—BEAMS OR
TECTED WITH AT LEAST 0.30 OZ. OF ZINC PER SQUARE FOOT OF STEEL. I—BEAM
BEFE CUT A PIECE OF STRAPPING TO WRAP AROUND THE
I—BEAM BEFORE 7N£ TIEDOWN STRAP IS WRAPPED AROUND THE
5. ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A REGISTERED PROFESSIONAL MEMBER.
ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCOR— ALTERNATE: WRAP THE TIEDOWN STRAP COMPLETELY AROUND
DANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION 03953— THE I—BEAM TWICE.
—91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
ANOTHER ALTERNATE FOR SHARP CORNER
6. ANCHORS SHALL BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL 'PROTECTION IS TO USE AN APPROVED CONNECTOR
ENGINEER, ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY INSTALLED PER MFG. INSTRUCTIONS FOR RATED
AS TO THEIR RESISTANCE, BASED ON THE INSTALLED ANGLE OF DIAGONAL TIE CAPACITY (3150 LBS. WORKING LOAD).
AND/OR VERTICAL TIE LOADING AND ANGLE OF ANCHOR INSTALLATION, AND
TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED.
7. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, EMBEDDED
BELOW THE FROST LINE, AND BE AT LEAST 12" ABOVE THE WATER TABLE. SHARP CORNER PROTECTION 1C
8. STRAPS MUST BE TENSIONED PER TIEDOWN MANUFACTURER'S INSTRUCTIONS SO WIND ZONE 1
THEY WILL PERFORM AS DESIGNED.9. OVER—THE—ROOF TIEDOWN STRAPS ARE OPTIONAL AND NOT REQUIRED. THESE Strapping &Anchoring
OVER—THE—ROOF STRAPS MAY BE USED TO PROVIDE ADDITIONAL STABILITY Requirements
FOR SINGLE—SECTION HOMES, ABOVE AND BEYOND THE MANDATORY FRAME
TIEDOWNS. PRAWN BY: JBM HBOS MPanufacturing,
IO.LONGITUDINAL TIEDOWN STRAPS ARE ATTACHED TO PLANT WELDED BRACKETS ON THE DATE:11/30/98
MAIN [—BEAMS OR WRAPPED AROUND THE ENDS OF CROSSMEMBERS, MAXIMUM 3"
FROM THE 1—BEAM. SEE PAGE 4.19 FOR SPACING AND ALTERNATE DETAILS. REv: 4/15/02 I-4.12
NOTE: LONGITUDINAL TIEDOWNS ATTACHED TO THE
CROSSMEMBERS SHALL 'BE NO MORE THAN 3" FROM THE w
'I-BEAM LONGITUDINAL TIEDOWNS AND OUTRIGGERS NOT
SHOWN FOR CLARITY. VERTICAL TIEDOWN -BRACKET IS INSTALLED IN, THE
PLANT. (CAN BE ADDED OR RELOCATED IN THE FIELD 1F
} NECESSARY TO MEET SPACING REQUIREMENTS.
APPROVED BUCKLE BRACKETS ARE INSTALLED ACCORDING TO PAGE=4.21)
-BEAM APPROVED TIE-
AL .
DOWN STRAPS
CROSSMEMBER z -APPROVED ANCHOR WITH -
TWIN TENSIONING HEAD $
PIER BEYOND
04
GROUND _
FOOTING
STABILIZER PLATES MUST. `
BE INSTALLED WITH APPROVED 6"
DOUBLE HEADED ANCHORS.
MAX.
INSET
TYPICAL TIEDOWN REQUIREMENTS-NEAREST I-BEAM A
NOTE: LONGITUDINAL TIEDOWNS ATTACHED TO THE
CROSSMEMBERS SHALL BE NO MORE THAN_3" FROM THE
[-BEAM. LONGITUDINAL TIEDOWNS AND OUTRIGGERS NOT
SHOWN FOR CLARITY. VERTICAL TIEDOWN,-BRACKET IS -
INSTALLED AN THE-PLANT. (CAN"BE
ADDED-OR RELOCATED IN THE FIELD IF
APPROVED BUCKLE NECESSARY.TO 'MEET'SPACING
I=BEAM REQUIREMENTS. BRACKETS ARE
STRAP SHOULD NOT
INSTALLED ACCORDING TO PAGE 4.21). "
INTERFERE WITH. CROSS
CONTENTS,IN BELLY. �'^•�., _APPROVED TIE-DOWN •
PIER BEYOND } STRAPS-AND END
TREATMENT,,(i.e. BUCKLE).
GROUND
APPROVED ANCHOR WITH .
TWIN TENSIONING HEAD
STABILIZER PLATES MUST
BE INSTALLED•WITH APPROVED
:DOUBLE HEADED ANCHORS. `
16- MAX.
INSET
TYPICAL.TIEDOWN REQUIREMENTS'-OPPOSITE I-BEAM B
NOTES
1. SEE PAGES *14 TO 4.19 FOR TIEDOWN SPACING REQUIREMENTS.
2. SEE PAGE 4.12 FOR STRAPPING & ANCHORING •GENERAL, NOTES. AND TYPICAL
•SHARP CORNER PROTECTION :DETAIL.
CAR '.
Q�:CAMP�Gi>>`�
- !hrN11ui111���, '
WIND ZONES 2 &3
Strapping-'&Anchoring
Requirements
DRAWN 9Y:.•dBM HBO.Mpnufactu,ha, ,..
DATE:11
REV, 6/30/90 1-4.13
LJ w
z z
tF W
V) Q 2(
t FLOOR ASSEMBLY /-STRAP CONNECTED
r- w FLOOR ASSEMBLY STRAPS CONNECTED
CHASSIS m HASSI
NEAREST I-BEAM s TO BOTH BEAMS.
ONLY. t 00 USE DOUBLE HEADED
ANCHORS.
z
z
4"�V
WIND ZONE 1, TIEDOWN SPACING CHART WIND ZONE 1 TIEDOWN SPACING CHART
HOME BOX I=SEAM MAX. TIEDOWN MAX. FLOOR ANCHOR HOME BOX I-BEAM MAX. TIEDOWN MAX. FLOOR ANCHOR
SIZE WIDTH SPACING SPACING HEIGHT (H) ANGLE SIZE WIDTH SPACING SPACING HEIGHT (H) ANGLE
14 WIDE 168- 99 1/2- 8 ft. 43 In. 6'1' 14 WIDE 168- 99 1/2- 12 ft. 80 In. 48*
14 WIDE 168" 99 1/2" 10 ft. 31 In. 52" 16 WIDE 190- 99 1/2- 12 ff. 80 In. 48*
14 WIDE 168" 112" 8 ft. 32 In. 1 61' 6 WIDE J 1.90- 99 1/2- 12 ft. 78 in.
3T
14 WIDE 168" , 112" 10 ft. 23 In. 52- *INDICATES MAX. SIDEWALL HEIGHT OF 9'-7"
6 6 0 D 6 6 8 8 X WI
DTH
16 WIDE 190- 99 1/2- 10 ft. 43 In. 52'
16 WIDE 190" 99 1/2- 12 ft. 31 In. 43*
16 WIDE* 190" 99 1/2' 8 ft. 51 In. 57*
16 WIDE* 190" 99 1/2' 10 ft. 35 In. 47-
16 D 190" 112" to ft. 35 In, 52
16 WIDE 1[90" 112" 12 ft. 25 In.
*INDICATES MAX. SIDEWALL HEIGHT OF 9'-7"
TIEDOWN SPACING REQUIREMENTS-NEAREST I-BEAM JAI TIEDOWN SPACING REQUIREMENTS-CROSSED STRAPS JB
TYPICAL SIDE ELEVATION SHOWING TIE-DOWN SPACING 'TO OPPOSITE ANCHOR
MAIN I-BEAM
To OPPOSITE ANCHOR MAIN I-BEAM
. . . . EACH STRAP MUST BE
flT . . . ! * . . . . T I_B
LOOPED AROUND THE I-BEAM
A S CU E I LY T
AND SECURED TIGHTLY TO
EACH ANCHOR.
TIE6OWN STRAPS DOUBLE HEADED ANCHOR.
ANCHORS N-QM- SHARP CORNER PROTECTION MUST
BE PROVIDED BY WRAPPING A PIECE OF
2 STRAP AROUND THE BEAM UNDER THE
MAX MAX. TIEDOWN SPACING PER CHARTS,ABOVE MAX TIE-DOWN STRAP.
TYPICAL SIDE ELEVATION SHOWING TIEDOWN SPACING F0 CROSSED STRAP DETAIL
NOTES:
1. REFER TO PAGE 4.12 FOR ALL STRAPPING,AND ANCHORING REQUIREMENTS.
2. ROOF SLOPE MAY NOT EXCEED 20 DEGREES. MAX. EAVE IS 1 1/2".
3. MAX. SIDEWALL HEIGHT AS NOTED.
..........
4. BOX WIDTHS STATED ABOVE REPRESENT MAXIMUM WIDTHS FOR EACH HOME 0, WIND ZONE 1
SIZE. Z� q7
z: SINGLEWIDE SIDEWALL
a 72 TIEDOWN REQUIREMENT
ORAWN ElY.- JBM Manufa
HRUM LP
DATE:11/30/98
REV: 10/25/00 1-4.14
' nFLOORASSEMBLY
J > .dWFLOOR ASSEMBLY STRAP CONNECTEDrn,,, STRAP CONNECTED
CHASSIS TO NEAREST aTO OPPOSITE 1—BEAM.
4 I—BEAM.
VERTICAL TIES = VERTICAL TIES
REQUIRE REQUIRE _
a-z-N
' p
WIND ZONE 2 TIEDOWN SPACING CHART WIND ZONE 2 TIEDOWN SPACING CHART
HOME BOX I—BEAM MAX. TIEDOWN MAX. FLOOR ANCHOR HOME BOX I—BEAM MAX. TIEDOWN MAX. FLOOR ANCHOR
SIZE WIDTH SPACING SPACING HEIGHT (H) ANGLE SIZE WIDTH SPACING. SPACING HEIGHT H) ANGLE
14 WIDE 168" 99 1/2" 6 ft. 36 in. 54' 14 WIDE 168" 89 1/2" 6 ft. 65 In. 53'
16 WIDE 190" 99 1/2" 6 ft. 52 In. 54' 16 WIDE 190" 99 1/2" 6 ft. 65 in. 51'
16 WIDE* 190" 99 1/2" 6 ft. 33 In. 45' 16 WIDE" .190" 99 1/2" 6 ff. 65 in. 33'
*INDICATES MAX. SIDEWALL HEIGHT OF 9'-7" *INDICATES MAX: SIDEWALL HEIGHT OF 9'-7"
WIND ZONE 3 TIEDOWN SPACING CHART WIND ZONE 3 TIEDOWN SPACING CHART
HOME BOX I—BEAM MAX. TIEDOWN MAX. FLOOR ANCHOR HOME BOX I—BEAM MAX. TIEDOWN MAX. FLOOR ANCHOR
SIZE WIDTH SPACING, SPACING HEIGHT (H) ANGLE' SIZE WIDTH SPACING SPACING HEIGHT (H). ANGLE
14 WIDE 168" 99 1/2" 5 ft. 36 In. 54' 14 WIDE 168" 99 1/2" 5 ft. 65 In. 55'
16 WIDE 190" 99 1/2" 5 ft. 52 In. 54' 16 WIDE 190" 99 1/2" 5 ft. 65 in. 53'
TIEDOWN SPACING REQUIREMENTS-NEAREST I-BEAM JAI TIEDOWN SPACING REQUIREMENTS-OPPOSITE I-BEAM IB
TYPICAL SIDE ELEVATION SHOWING TIE—DOWN SPACING
` o
FM TE
TIEDOWN STRAPS &
= ANCHORS
MAX MAX. TIEDOWN SPACING PER CHARTS ABOVE MAX
TYPICAL SIDE ELEVATION SHOWING TIEDOWN SPACING Ic
NOTES;
1. REFER TO PAGE 4.13 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS.
?. ROOF SLOPE MAY NOT EXCEED 20 DEGREES. MAX. EAVE IS 1 1/2". \\111��7111I�AR/'jtt///
S. MAX. SIDEWALL HEIGHT IS T-10" UNLESS OTHERWISE NOTED. Q ,�/ ��ii
t. BOX WIDTHS STATED ABOVE REPRESENT MAXIMUM WIDTHS FOR EACH HOME Zti,.�4�ESS/�ti'��'� WIND ZONES 2 & S
SIZE. '�± SINGLEWIDE SIDEWALL
~_ 3722 S TIEDOWN REQUIREMEN
1116/00
��� DRAWN BY; ,IBM
HBM Manufacturing,
......( E DATE;11 30 98 LP
CAMA
RfiC��� nEv. 9/25/00 I-4.15
FLOOR INSULATION DETAILS
U_ FLOOR FRAMING
A ell
OUTRIGGER AREA BASEMENT (BELLY) AREA
C)S
OLITRIGGER
co
MN-1—BEAM
R-33
FLOOR INSULWAO
L L
.............I.....................
(2x6 FLOOR)
O co SO BOTTOM BOARD
R-22
(26 FLOOR)
U_ 8,1
R-19
Ch T��
R-7 R-9 R-1 1
The details shown above illustrate the use of fiberglass
insulation in 2x6 M and 2x10 floor construction.
Refer to the Insulation Disclosure Form
for specific information regarding the insulation.
*— Compressed area.
FORM FTC-002 09/16/93 (ALL) 919E DP32099
EXTERIOR 'WALE INSULATIONS DETAILS
, -3 1/2 --7(1(-3 1/2a r /�--5 1/2"
TOP PLATE
(TYPICAL}
INSTALLED
THICKNESS
INSTALLED INSTALLED
THICKNESS THICKNESS
INTERIOR INTERIOR INTERIOR
SURFACE SURFACE SURFACE
BOTTOM PLATE (TYPICAL)
2x4 2x4 26
(R-7) (R-1 1 MIN.) (R-19 MIN.)
The details shown above illustrate the use of fiberglass
insulation in 2x4 and 2x6 wall 'construction. The exterior
iding'.and any sheathing that may be used is not shown.
for sake of clarity., Refer to the Insulation Disclosure F&m
for specific information regarding the insulation.
— Compressed slightly:
FORA FTC-003 09 1 6 W (ALL) '9/98 DP 32099
SINGLE WIDE VENTED ROOF INSULATION DETAILS
INSULATION REDUCED
TO PROVIDE FOR
VENTILATION.
(*2)
5E
kMIMU FLAT CEILING
THICKNESS AREA BLOWN IN INSULATION
Mz
M.4
INSULATION REDUCED
TO PROVIDE FOR
VENTILATION.
(*2)
BLOWN IN INSULATION
CATHEDRAL CEILING
AREA
The details shown above illustrate the use of loose fill insulation
in the vented roof cavity of a single wide home. Refer to the insulation
Disclosure Form for specific information regarding the insulation.
ADVERTISED VALUE
(*2) R—VALUE AND THICKNESS WILL BE LESS THAN ADVERTISED
AT SHALLOW END OF ROOF.
FORM FTC-M 09/16/93 (M,P,N.B,R,L.H) 9/98 DP 32099
4 ,
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