HomeMy WebLinkAboutWIDE TIE-DOWN PLACEMENTREVISIONS BY
A,(�REVISED PER
BLDG. DEPT. BGM
01-05-14
'1�
UNIT TO 5E
TIED DOWN
2X PT
W//
�71 ///�A/
TIE DOWN STRAP —
_ PER SPECIFICATIONS
8"XSit. X16" LL
CBS BLOCK Z
_ PIERS WIU
O O O
PROVIDE 18"x18"x4" J J
PRE -CAST CONCRETE
PAD UNDER EACH PIER ANCHOR
(SEE DETAIL)
An
SECTION A -A
SCALE: 3/4" = I'-0"
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6'-011 8u 4i_0n V. 4'_0n 8" 4'_0n 8" (o'_0n
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II
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I
II
CONCRETE
(I) Ya" X 2Y4" Lis. TAPCON PER BLOCK
4 (2) AT CONCRETE: 180 LBS.
PROVIDE 18"x18"x4"
PRE -CAST CONCRETE
O O O I O 00 PAD UNDER EACH PIER
I I
i
A
C� MOBILE HOME
1 O
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6'-0"
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SCALE: 1/4" = 1'-0.,
QUIREMEN7S
NOTE:
THE FOUNDATION/PIER SYSTEM IS DESIGNED
TO RESIST FLOOD ELEMENTS OF FLOTATION,
COLLAPSE AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS.
80
"
I
II s"xs"xl6"
J/ CBS BLOCK PIERS
'-d" 4'-0" 4'-0" 4'-0" 5'-4" 5'-4" 5'-4"
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I -BEAM
I I PROVIDE )4" MACHINE LT PROVIDE �" MACHINE BOLT
li
Ili THRU 1-5EAM W/ (U TIE OWN THRJ I -BEAM W/ (2) TIE DOWN li lu
i It STRAP AT BOLT W/ (1) iG82 STRAPS AT BOLT W/ (2) I I 1
I i it
INTO GROUND MOBILE HOME
ANCHOR INTO GROUNDII II (SEE SECTION A -A) (SEE SECTION A -A)
I I I l I
_____________________________________________________________________________________________________________________________—_____}_
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d� ANCHOR ANCHOR d b
❑ ❑ ❑ ❑ ❑ ❑Y ❑ ❑ ❑ ❑ ❑
8" W-4" 5'-4" 5'_4" 5'-4" 4'-0" 4'-0" 4'-0"
UNIT WT. 360 LBS-
35.3 ��FT
r
CONDENSING UNIT
SIMPSON MSTC52
SXICo BLOCK
4 COURSE
(2) 014 SHEET METAL
SCREWS TO CONDENSING
UNIT- 200 LB. SHEER
WORKING CAPACITY
A/C TIE -DOWN DETAIL
WIND AGAINST FACE Q UNIT:
28-625 x 46 = 102 SQ- FT. x 45 P.5F- = 45S LB. UPLIFT
144
459 - 360 LB. UNIT = 99 LBS. UPLIFT ASSUMING EQUAL LOAD DISTR.
TAPCON WILL HOLD 180 LBS. AND 2 SCREWS WILL HOLD 200 LBS.
AT EACH OF THE 4 CORNERS -
THEREFORE STRAP, TAPCON AND SCREWS WILL HOLD UNIT IN PLACE.
A 4" SLAB, 42" X 52" WEIGHS 195 LBS.
A -BOLT
Iu UCO8T LE
BUILDING DIVISI
ON
REVIEWED�UL sWI$I -' OW FLACEt*1ENT
FOR C NCE
REVIEWED BY
SCALE: 1/4" 1'-0" s DATE •A
PLAN�EPTONJOBOR
MUST BE
NO INSPECTION WILL BE MADE
5
B-50
"P-II X 2-%"
NOTES
2-GALV. BOLTS W-II X 2-%" La
W/ HEX. SQ. NECK W/ NUTS
TENSION BOLT LABELED (A) FOR
FRAME ATTACHMENT ONLY.
TENSION BOLT LABELED (B) FOR
VERTICAL TENSION.
PnIP TY== 1501E Ur.�1111Y1a1��
4% PAR"- 5WSI l
)D, 1'-6" HELIX /C3
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4-$/4 PART h 5S094
>D, I'-6" HELIX
'E 2 SOIL USE:
Dl PART a 59099
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60" X W/ ROD, P-1" HELIX
ANCHOR DETA«
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JAN ' 9 W)
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AA
W
A
OWNS CERTIFIED O 5
E D 16�PH.
TIW
EXPOSURE G MOBILE WN
W
Z
W
4 DECKS ARE ENGINEESED FOR USE
IN A "FLOOD ZONE"
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<C
I""I
O
O
MOBILE HOME ANCHORING ORDINANCE
x
1°'J
A
wRECOMMENDED
FOR PURPOSES OF EVALUATION 4 PERFORMANCE, EACH GROUND ANCHOR WHEN
FORCE SHALL BE
W
co
z
W
INSTALLED 4 LOADED IN THE DIRECTION OF THE EXPECTED
WHICH IS SPECIFIED.
04
�1
U
NOT LESS THAN 4,150 POUNDS IN THE SOIL TYPE FOR
ALL MOBILE HOMES SHALL BE ANCHORED t0 VIOED ANCHOR ON THE HOME
AND SHOULD BE N COMPLIANCE WITH EXISTI H.Up- %L£ HOME CONSTRUCTION A
M
I
AF;VS. NEW HOMES SHATHE AN REDE THE SPEGIFIGATIONS
OTHE
O
UO
HOME.TO
ASDPROVI PROVIDED B�YSAFETY
MANUFACTURER Or
M
O
NOTE; GROUND ANCHORS FOR FLORIDA ONLY: FOR PURPOSES OF INSTALLATION OF
MANUFACTUIRED/1105ILE HOMES IN THE STATE OF FLORIDA, THERE WILL BE TWO SOIL
G6
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Z
ALL ANCHORS AND STABILIZER PLATES MUST BE GALVANIZED-
CLASSIFICATIONS.
h+l
Go
SOIL CLASSIFICATION ANALYSIS: COLOR CODE PROBE VALUES
Z
't�
uz
TYPES OF SOIL (IN LBS.)
O
PQ
"4A" - LOOSE TO MEDIIF9 DENSE SANDS, FIRM TO GREEN 2'15-350
ryrE I STIFF CLAYS AND SILTS, ALLUVIAL FILL.
35_' - VERY LOOSE SANDS, FIRM CLAYS AND RED 115-215
Date:
01-0244
TYPE 2 SILTS. ALLUVIAL FILL.
THE TEST PROBE IS THE DEVICE USED TO MEASURE TORQUE VALUES OF SOILS TO
Scale:
1/4" =
I'-0"
ASSIST N THE DETERMINING P.S.I. HOLDING CAPABILITY OF THE SOIL N WHICH
THE ANCHOR IS INSTALLED. THE PROBE HAS A HELICAL SECTION 10.15" LG. X 125"
MAJOR DNA. X 0.01 MINOR DIA. X I-1S" PITCH. THE CONNECTING SHAFT MUST 15E OF
Drawn:
MM/BCsM
SUITABLE LENGTH FOR OVERALL ANCHOR PENETRATIOK
Job:
OSBORN
THIS SETUP HAS BEEN DESIGNED
FORA FLOOD ZONE INSTALLATION
Sheet:
DESIGN CODE F$C 2010
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