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NM 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
-I-BEAM APPROVED TIE-
LONGITUDINAL DOWN STRAPS
PPROVED ANCHOR WITH
TIEDOWNS PER CROSSMEMBER-1
PAGE 4.19. SINGLE TENSIONING HEAD
PIER BEYOND
ANGLE OF ANCHOR TO
o GROUND o BE IN LINE WITH STRAP
UNLESS APPROVED
FOOTING STABILIZER PLATE#1
INSTALLED.
.6.
MAX.
INSET
TYPICAL TIEDOWN REQUIREMENTS JA
99M 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
i"� — TREATMENT (i.e. BUCKLE).
STRAP SHOULD NOT _6�_SSMEMB_ER-----t�
INTERFERE WITH
CONTENTS IN BELLY. PIER BEYOND
I API CARJ�N/__/
GROUND
APPROVED ANCHOR
WITH TWIN TENSION
HEAD. 2 372
ALT. FOR SINGLE WIDES: STABILIZER PLATES
STRAP MAY LOOP COMPLETELY AROUND I-BEAM MUST BE INSTALLED
AND ATTACH TO DOUBLE-HEADED ANCHOR ON WITH DOUBLE HEADED .......
OTHER SROVIDEIDE. SHA PEAR
DETAIL CORNER PRO INS
TECTION MUST ANCHORS 16 MAX; CA00';
BE PD BELOW. ET I I I I
TYPICAL TIEDOWN REQUIREMENTS-CROSS-STRAPPING IB
NOTES
1. SEE PAGES 4.14 TO 4.19 FOR TIEDOWN SPACING REQUIREMENTS. APPROVED TIEDOWN APPROVED TIEDOWN STRAPPING
—J'
2. TiEbOWN 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 I-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 STRAPPING7%
TO PROTECT STRAPS AGAINST SHARP CORNERS AT I-BEAMS OR
4. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PRO- CROSSMEMBERS, CUT A PIECE OF STRAPPING TO WRAP AROUND THE
TECTED WITH AT LEAST 0.30 OZ. OF ZINC PER SQUARE FOOT OF STEEL I-BEAM BEFORE THE TIED'OWN STRAP IS WRAPPED AROUND THE
MEMBER.
5. ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A REGISTERED PROFESSIONAL
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 D3953- 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 10
8. STRAPS MUST BE TENSIONED PER TIEDOWN MANUFACTURER'S INSTRUCTIONS SO WIND ZONE 1
THEY WILL PERFORM AS DESIGNED. Strapping &Anchoring
9. OVER-THE-ROOF TIEDOWN STRAPS ARE OPTIONAL AND NOT REQUIRED. THESE
OVER-THE-ROOF STRAPS MAY BE USED TO PROVIDE ADDITIONAL STABILITY Requirements
FOR SINGLE-SECTION HOMES, ABOVE AND BEYOND THE MANDATORY FRAME
TIEDOWNS. bRAWN BY: JBm HR_ON LmPanufactudn"'
10.LONGITUDINAL TIEDOWN, STRAPS ARE ATTACHED TO PLANT WELDED BRACKETS ON THE DATE:11/30/98
MAIN I—BEAMS OR WRAPPED AROUND THE ENDS OF CROSSMEMBERS, MAXIMUM 3-
FROM THE [—BEAM. SEE PAGE 4.19 FOR SPACING AND ALTERNATE DETAILS. RFv-. 4/15/02 1-4.12
NOTE: LONGITUDINAL TIEDOWNS ATTACHED TO THE
CROSSMEMBERS SHALL BE NO MORE THAN 3" FROM THE
1—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 IF
NECESSARY TO MEET SPACING REQUIREMENTS.
APPROVED BUCKLE BRACKETS ARE INSTALLED ACCORDING TO PAGE 4.21). @
]-BEAM APPROVED TIE— &
DOWN STRAPS
CROSSMEMBER z APPROVED ANCHOR WITH
TWIN TENSIONING HEAD g
PIER BEYOND
N
GROUND
FOOTING
STABILIZER PLATES .MUST
BE INSTALLED WITH APPROVED 6"
DOUBLE HEADED ANCHORS.
MAX.
INSET
TYPICAL TIEDOWN REQUIREMENTS—NEAREST I—BEAM JA
NOTE: LONGITUDINAL TIEDOWNS ATTACHED TO THE
CROSSME_MBERS SHALL BE NO.MORE THAN 3" FROM THE
1—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 IF
MEET SPACING
_Jr1—BEAM REQUIREMENTS. BRACKETS ARE
INSTALLED ACCORDING TO PAGE 4.21).
STRAP SHOULD NOT -
INTERFERE WITHCROSSMEMB
CONTENTS IN BELLY. AT 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:
I.-SEE PAGES 4.14 TO 4.19 FOR TIEDOWN SPACING REQUIREMENTS.
2. SEE PAGE 4.12 FOR STRAPPING do ANCHORING GENERAL NOTES AND TYPICAL
SHARP CORNER PROTECTION DETAIL.
ftE
3
f!lln111IM'
WIND ZONES 2 & 3
Strapping &Anchoring
Requirements
DRAWN BY: ,1BM ■�YW MPa�►rfaclurlrg
DATE:1 1/30/98
REV: 6/30/00 1-4.13
Ld
w
W, axv_t
_j
gg
cr CONNECTED t _j
FLOOR ASSEMBLY STRAP 4 FLOOR-ASSEMBLY STRAPS CONNECTED
3: TO BOTH BEAMS.
CHASSIS NEAREST 1-BEAM 1 HASSIS
1 ONLY, -1 00 ANCHORS. HEADED
'w cl i-gn'n ANCHORS.
vi(a [f FLOOR
(n If nrxl
(n
m
2
WIND ZONE 1 TIEDOWN SPACING CHART WIND ZONE I TIEDOWN SPACING CHART
HOME BOX I-BEAM MAX. TIEDOWN MAX. FLOOR
SIZE
4 WIDE
1 6 WIDE WI .
HOME
6WIDE0 190' 99 1/2" 32' 1
HOME BOX 1-BEAM MAX. TIEDOWN MAX. FLOOR ANCHOR 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. 61* 14 WIDE 168- 99 1/2- 12 ft. 80 In. 48*
14 WIDE 168" 99 1/2" 10 ft. 31'In. 5T 16 WIDE 190" 9§ 1/2" 12 f 1. 80 In. 4W
14 WIDE 168" 112" 8 ft. 32 In. 61' 1 q 14
14 WIDE 1 168" 112" 10 ff. 23 In. 52" *INDICATES MAX. SIDEWALL HEIGHT OF 9*-7'
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 WIDE 190" 112" 10 ft. 35 In. 52'
16 WIDE 1 190- 112- 12 ft. 25 In. 43'
*INDICATES MAX. SIDEWALL HEIGHT OF 9'-7"
TIEDOWN SPACING SPACING REQUIREMENTS-NEAREST I-BEAM TA .TIEDOWN SPACING REQUIREMENTS-CROSSED STRAPS B
TYPICAL SIDE ELEVATION SHOWING TIE-DOWN SPACING TO OPPOSITE ANCHOR
I m
MAIN I-BEAM
To OPPOSITE
E ANCHOR
W
MAIN I-BEAM
TM fill IE EM -711111111EM, if , EACH STRAP MUST BE
LOOPED AROUND THE I-BEAM
AND SECURED TIGHTLY TO
EACH ANCHOR.
DOUBLE HEADED ANCHOR.
TIE60WN
AN, HORS STR XP' &M- SHARP CORNER PROTECTION MUST
BE PROVIDED BY WRAPPING A PIECE OF
STRAP AROUND THE BEAM UNDER THE
MAX MAX. TIEDOWN SPACING PER CHARTS ABOVE MAX TIE-DOWN STRAP.
TYPICAL SIDE ELEVATION SHOWING TIEDOWN SPACING 01 CROSSED STRAP DETAIL lb
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-. %N%%jjIII
//CARO
3. MAX. SIDEWALL HEIGHT AS NOTED. .......... /,
ss
4. B S IZE OX WIDTHS STATED ABOVE REPRESENT MAXIMUM WIDTHS FOR EACH HOME CNNi. s WIND ZONE 1
.
SINGLEWIDE SIDEWALL
=�72 TIEDOWN REQUIREMEN7
DRAWN BY: JBM Manufacturing,
DATE,11/30/98 LP
Nwill AEA: 10/25/00 1-4.14
FLOOR ASSEMBLY /—STRAP CONNECTED vi a FLOOR ASSEMBLY STRAP CONNECTED
CHASSIS TO NEAREST x CHASSIS TO OPPOSITE I-SEAM.
I-BEAM.
Z VERTICAL TIES
REQUIRE
VERTICAL TIES
REQUIRE
WIND ZONE 2 TIEDOWN SPACING CHART WIND ZONE 2 TIEDOWN SPACING CHART
HOME BOX I-BEAM MAX. TIEDOWN MAX. FLOOR ANCHOR HOME BOX 1-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- 99 1/2- 6 ft. 65
5 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 ft. 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 IM MAX. TIEDOWN MAX. FLOOR ANCHOR
SIZE WIDTH SPACING SPACING HEIGHT (H) ANGLE' SIZE WIDTH SPACING
NG 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 WIDEI 190- 199 1/2- 5 ft. 65 In. 53'
71EDOWN SPACING REQUIREMENTS-NEAREST I-BEAM IAi TIEDOWN SPACING REQUIREMENTS--OPPOSITE I-BEAM IB
TYPICAL SIDE ELEVATION SHOWING TIE-DOWN SPACING
—TIEDOWN STRAPS &
ANCHORS
2'
MAX MAX. TIEDOWN SPACING PER CHARTS ABOVE MAX
TYPICAL SIDE ELEVATION SHOWING TIEDOWN SPACING Ic
NOTES
I. REFER TO PAGE 4.13 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS.
ROOF SLOPE MAY NOT EXCEED 20 DEGREES. MAX. EAVE IS 1 1/2-.
S. MAX. SIDEWALL HEIGHT IS 7'-10" UNLESS OTHERWISE NOTED.
I. BOX WIDTHS STATED ABOVE REPRESENT MAXIMUM WIDTHS FOR EACH HOME S WIND ZONES 2 & 3
SIZE.
SINGLEWIQE SIDEWALL
E
.372 TIEDOWN REQUIREMEN7
DRAWN BY: .IBML FID MOO Manufacturing,
LP
DAM 11/30/98
REV: 9/25/00 1-4.15
FLOOR INSULATION DETAILS
FLOOR FRAMING
00
OUTRIGGER AREA BASEMENT (BELLY) AREA
CD
OUTRIGGER
co MAIN-1-BEAM�S R-33
*-4- 1-4 FLOOR I SU 0
(24 FLOOR)
o
BOTTOM BOARD
R-22
cm r--
L I
(26 FLOOR)
C?4co CID
<
R-19
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) 9/9E OP 32099
EXTERIOR WALE INSULATION DETAILS
-7(/.( -3 1/2" -AIIIz 3 1 g, /I -5 1/2"
TOP PLATE
(Tf ICAL)
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
siding and any sheathing that may be used is not shown
for sake of clarity. Refer to the Insulation Disclosure Form
for specific information regarding the insulation.
— Compressed slightly.
FORM FTC-003 09 16 93 (ALL) 9198 DP 32099
SINGLE WIDE VENTED ROOF INSULATION DETAILS
INSULATION REDUCED
.x TO PROVIDE FOR
VENTILATION.
($2)
z
MMIMUM FLAT CEILING
THICKNESS AREA BLOWN IN INSULATION
INSULATION REDUCED
TO PROVIDE FOR
VENTILATION.
(*2)
Z
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 . rega-r.din g the insulation.
( } — ADVERTISED VALUE
(*2) — R—VALUE AND THICKNESS WILL. BE LESS THAN ADVERTISED
AT SHALLOW END OF ROOF.
FORM FTC-W4 09/.16/93 (M,P,N,B.R.1,H) 9/98 DP 32099
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