HomeMy WebLinkAboutPLANSANCHOR
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SECTION A -AAA
SCALE: 3/4" I'-0"
-0" 8" 6'-0" 8" 6'-0" 8" 4'-0n 8n 4'_0n 8u 4'_®u a" bi_0" I 8" 6,_0u Sn
L L L L L L _... L L L L L L L L 1 L L L L L L
CONCRETE
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(1) 4" X 2Y4" LG. TAPCON PER SLOCK
Q (2) AT CONCRETE: 1&0 LBS,
1 1 1 1 1 1 T� PROVIDE I8"x,5'x4"
O O O O I 00 : O PRE -CAST CONCRETE
PAD UNDER EACH PIER
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8"
4'_0"
8"
V-0"
8"
6'-0"
8"
v_0"
�8"L8%
T I E D OLUN/F 1
SCALE: 1/4" I'-0"
NOTE:
THE FOUNDATION/PIER SYSTEM IS DESIGNED
TO RESIST FLOOD ELEMENTS OF FLOTATION,
COLLAPSE AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EX1005URE I'D" LOCATIONS,
MENTS
5'_4x
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
I--------------------------------------------------------- i `-------B
-------------------- x 6II-------------------------------------------------
EAM
PROVIDE J " MACHINE BOLT PROVIDE J4" MACHINE BOLT
TWRU I -BEAM W/ (1) TIE DOWN 1HRU I -BEAM W/ (2) TIE DOWN
y STRAP AT BOLT W/ (1)MICS2 STRAPS AT BOLT W/ (2) II -- JI I_IIII11II� IIII III_nI I I I 1I I ANCHOR INTO CaROUND _ ANCHORS INTO GROUND
(SEE SECTION A -A) (SEE SECTION A -A) IilIii1 I I
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MOBILE HOME
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--------------------------------------------------------___________________—_—_------------------_—__—_------------_—__—____—______—
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d bG�� ANCHOR ANCHOR d b
❑ ❑ ❑ ❑ ❑ 0` ❑ ❑ ❑ ❑ ❑
4'_0" - - 4'-0" 4'-0" 5 -4" 5'_4" 5'_4" 8"
UNIT WT. 360 LESS.
35-3 # FT
CONDENSING UNIT
SIMPSON MSTC52
SXI6 BLOCK
4 COURSE
(2) #14 SHEET METAL
SCREWS TO CONDENSING:
UNIT. 200 LB. SHEER
WORKING CAPACITY
A/C TIE -DOWN DETAIL
WIND AGAINST FACE OF UNIT:
28.625 x 46 = 10.2 SQ. FT. x 45 P.5.F. = 459 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 U' IN PLACE.
A 4" SLAB, 4211 X 521I WEIGHS 795 LBS. � �J
A -BOLT
SCANNED
BY
St. Lucie County
a` ,I(` '�/� •T. LUCIE CoU Tf
T _ I I 117) T I � � I I I� I I /\(0—'= I^ I N T BUILDING DIVISION
TREVIEWED
SCALE: 1/4" 1'-0"
FOR C NCE
REVIEWED BY
DATEn1.10,1v
PLANS D PERMIT
MUST BE EPT ON JOB OR
NO INSPECTION WILL BE MADE
BOLT 5/6"-II X 2-3/4'
/ N�2C TES:
2-GALV. BOLTS %"-Il X 2-%` LG.
W/ HEX. SO. NECK W/ NUTS
TENSION BOLT LABELED (A) FOR
FRAME ATTACHMENT ONLY.
TENSION BOLT LABELED (B) FOR
VERTICAL TENSION.
Cno rvoE I SOIL US�li16!e}j
H% PARTS': 5W51
DD, I'-&" HELIX rmAR"!�
4% PART •: S9094
:0,P-6" HELIX
�E 2 SOIL USE:
01 PART a 59099
OD, 1'-T" HELIX
E 1 AIL
COMMENDED MOBILE HOME ANCHORING ORDINANC
E O IS � V E
JAN - 9 Rn
a oil
FOR PURPOSES OF EVALUATION 4 PERFORMANCE, EACH GROUND ANCHOR WHEN
INSTALLED 4 LOADED N THE DIRECTION OF THE EXPECTED FORCE SHALL BE
NOT LESS THAN 4,150 POUNDS N THE SOIL TYPE FOR WHICH IS SPECIFIED.
ALL MOBILE HOMES SHALL BE ANCHORED TON�VIDED ANCHOR ON THE HOME
AND SHOULD BE N COMPLIANCE WITH EXISTI Hl,lp. OBILE HOME GONSTIiUCTION
A
AND SAFETY STANDARDS. NEW HOMES SHALL RED TO THE SPECIFICATIONS
AS PROVIDED BY THE MANUFACTURER OF THEM E HOME.
NOTE: GROUND ANCHORS FOR FLORIDA ONLY: FOR PURPOSES OF INSTALLATION OF
MANUFACTUREDMEI LE HOMES N THE STATE OF FLORIDA, THERE WILL BE TWO SOIL
CLASSIFICATIONS. ALL ANCHORS AND STABILIZER PLATES MUST BE GALVANIZED,
SOIL CLASSIFICATION ANALYSIS: COLOR CODE PROBE VALUES
TYPES OF SOIL (IN LBS.)
"4A" - LOOSE TO MEDIUM DENSE SANDS, FIRM TO GREEN 215-350
TTPE I STIFF CLAYS AND SILTS, ALLUVIAL FILL.
"4B„ - VERY LOOSE SANDS, FIRM CLAYS AND RED 115-215
TYPE 2 SILTS. ALLUVIAL FILL.
THE TEST PROBE IS THE DEVICE USED TO MEASURE TORQUE VALUES OF SOILS TO
ASSIST IN THE DETERMNING P.S.I. HOLDNG CAPABILITY OF THE SOIL N WHICH
THE ANCHOR IS INSTALLED. THE PROBE HAS A HELICAL SECTION 10.15" LG. X 125"
MAJOR DIA. X 0BI MINOR DIA. X 1.15" PITCH. THE CONNECTING SHAFT MUST BE OF
SUITABLE LENGTH FOR OVERALL ANCHOR PENETRATION.
THIS SETUP HAS BEEN DE61GNED
FOR A FLOOD ZONE INSTALLATION
DESIGN CODE FRC 20I0
REVISIONS
BY
REVISED PER
BLDG. DEPT.
BGM
01-OS-14
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Date:
01-02-14
Scale:
V4" -
r-v
Drawn:
MM/BGM
Job:
081BORM
Sheet:
Of
Sheets
TIC52 ANCHOR
SEE DETAIL)
SECTION A —A
SCALE: 3/4" = I'-0"
----------------------------------------------------------------
L 6'-0" IS�� 6l-0° LB��L 6'-0° L811L 4�_0'� 511 4'-0" 8�� 4'-0" 8ll6'-0' I w 61-011 a.
O O O • O O O
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PROVIDE IS"x18"x4"
O O O PRE -CAST CONCRETE
PAD UNDER EACH PIER
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1
MOBILE HOME
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O I C55 BLOCK
O O O CBS BLOCKK
PIERS
61-0" La"I 6'_0° 1811� 6'_0" Isnlsul
------------------- ---J
TIE—DOWN/FIER REQUIREMENT&.
SCALE: 1/4" = I'-0"
NOTE:
THE FOUNDATION/PIER SYSTEM IS DESIGNED
TO RESIST FLOOD ELEMENTS OF FLOTATION,
COLLAPSE AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS.
V-4" 5'-4" 5'-4" 5'-4" 4'-0" 4'-0" 4'-0" 5'-4" 5'-4" 5'-4" 5'-4" 8"
L L L L L L L L L L L L
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
------------------------------------------- - - - - - - - - - - - - - - - - - - - - - ----------------------------------------------------------
_ _1
-- --------------------------------------------------------------
2'-2'" II I II II 211'-0°
I I I 1-BEAM II I I
j PROVIDE )4" MACHINE BOLT PROVIDE)," MACHINE BOLT I i II
if if THRU I -BEAM W/ (I) TIE DOWN THRU I -BEAM W/ (2) TIE DOWN II If
1 If STRAP AT BOLT W/ (1) MICS2 STRAPS AT BOLT W/ (2) r i I
1 1 I ANCHOR INTO GROUND ANCHORS INTO GROUND I I IC_
If III (SEE SECTION A -A) (SEE SECTION A -A) Ii III I MOBILE HOME
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fill
I I I I II I III II I
I II I
_1---------------------------------------------------------._----------------------------------------------------__---___________________1 -L_- J_� I
--1--------------------------------------------------------------------------------------------------------- 4--L-1--
I d �� ANCHOR ANCHOR d b l
—5 =4— - t 4 -0 � - - 4'_011 4,_0" � 5 _4' � 5 _411 1 5j_4` � 5'_4` $
TYP. MULTI -WIDE TIE -DOWN PLACEMENT
SCALE: 1/4" = 1'-0"
(2) 014 SHEET METAL SCREWS
200 L.B. SHEER WOWING CAPACITY
Y4" X 2Y4" LGTAPCON
TO CONCRETE: 150 L55.
CONDENSING UNIT
(4) HOLD DOWN STRAPS
Ida" WD. x 53/e" LG. x 0.035" THK
ZINC COATED STEEL 45TM D,
TYPE I, GRADE 1, FINISH B,
3150 L55 WORKING LOAD
(MOBILE HOME STRAP)
CONCRETE PAD
A/C TIE -DOWN DETAIL
WIND AGAINST FACE OF UNIT:
20L25 x 4ro = 10.2 SQ. FT. x 45 P.S.F. = 459 L5. UPLIFT
144
459 - 360 LH. UNIT = 99 L55. UPLIFT ASSUMINCa EQUAL LOAD D15TR,
TAPCON WILL HOLD 100 L55. AND 2 SCREWS WIL I_ HOL ^ 200 1-55.
AT EACH OF THE 4 CORNERS. _
THEREFORE STRAP, TAPCON AND SCREWS WILL HOLD UNIT IN PLACE.
A 4" SLA5, 42" X 52" WEIGH16 195 L58,
A -BOLT
B-BOLT /- 5/6"-II X 2-F/4'
NOT
2--GAL BOLTS
��jj�__ j�
/
%"-II X 2A4" LG.
6_
"
_ _
W/ HEX. SO. NECK W/ NUTS
TENSION BOLT LABELED (A) FOR
FRAME ATTACHMENT ONLY.
----------
TENSION BOLT LABELED (B) FOR
VERTICAL TENSION.
FOR TYPE 1 SOIL USE:
MODEL: M12W% PART#: SW51
���"""
����,./�_
48" X %I' ROD, 1'-6" HELIX
_OR_
fffryQQQ777fid������///Y
MODEL: 111214% PART #: 59094
-
48" X 3/," ROD, I'-6" HELIX
` tt4*01i
FOR TYPE 2 SOIL USE:
MODEL: M601 PART #: 5WSS
60" X %" ROD, 1'-7 HELIX
ANCHOR DETAIL
N.T.S.
TIE DOWNS CERTIFIED TO 140 M.P.H.
EXPOSURE "C" MOBILE TIE -DOWNS
4 DECKS ARE ENGINEERED FOR USE
IN A "FLOOD ZONE"
COMMANDED MOBILE HOME ANCHORING ORDINANG
FOR PURPOSES OF EVALUATION 4 PERFORMANCE, EACH GROUND ANCHOR WHEN
INSTALLED 4 LOADED IN THE DIRECTION OF THE EXPECTED FORCE SHALL BE
NOT LESS THAN 4,150 POUNDS IN THE SOIL TYPE FOR WHICH IS SPECIFIED.
ALL MOBILE HOMES SHALL BE ANCHORED TO EACH PROVIDED ANCHOR ON THE HOME
AND SHOULD BE IN COMPLIANCE WITH EXISTING DEPARTMENT OF HOUSING AND
URBAN DEVELOPMENT FEDERAL MOBILE HOME CONSTRUCTION AND SAFETY STANDARDS,
NEW HOMES SHALL BE ANCHORED TO THE SPECIFICATIONS AS PROVIDED BY THE
MANUFACTURER OF THE MOBILE HOME.
NOTE: GROUND ANCHORS FOR FLORIDA ONLY: FOR PURPOSES OF INSTALLATION OF
MANUFACTUREDIMOBILE HOMES IN THE STATE OF FLORIDA, THERE WILL BE TWO SOIL
CLASSIFICATIONS. ALL ANCHORS AND STABILIZER PLATES MUST BE GALVANIZED.
SOIL CLASSIFICATION ANALYSIS: COLOR CODE PROBE VALUES
TYPES OF SOIL (IN LB5.)
"4A" - LOOSE TO MEDIUM DENSE SANDS, FIRM TO GREEN 215-350
Trove I STIFF CLAYS AND SILTS, ALLUVIAL FILL.
"45" - VERY LOOSE SANDS, FIRM CLAYS AND RED 115-215
rrpe 2 SILTS. ALLUVIAL FILL.
THE TEST PROBE IS THE DEVICE USED TO MEASURE TORQUE VALUES OF SOILS TO SCANNED
ASSIST IN THE DETEf21'IINING PAL HOLDING CAPABILITY OF THE SOIL IN WHIG-I
THE ANCHOR IS INSTALLED. THE PROBE HAS A HELICAL SECTION 10.15" LG. X 125" MAJOR DIA. X 0.81 MINOR DIA. X 1,15" PITCH. THE CONNECTING SHAFT MUST BE OF pv
B i
SUITABLE LENGTH FOR OVERALL ANCHOR PENETRATION. St Lucie COLT*
THIS SETUP HAS BEEN DESIGNED
FOR A FLOOD ZONE INSTALLATION
DESIGN CODE F5C 2010
/3)/-619el
REVISIONS
BY
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Date:
01-02-14
Scale:
1/4" = v-0"
Drawn:
MM/BCTM
Job:
OSBORN
Sheet:
1
Of 1
Sheets