HomeMy WebLinkAboutMULTI-WIDE TIE DOWN PLACEMENT SPECIFICATIONSI
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NOTE:
tHE FOUNDATION/PIER SYSTEM IS DESIGNED
TO RESIST FLOOD ELEMENTS OF FLOTATION,
COLLAPSE AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EXPOSURE I'D" LOCATIONS.
3'-0..
TO VENT
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SCALE: 1/4 = I 0
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C56 BLOCK
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A MINIMUM OF 4" OF CONCRETE
FLATWORK BETWEEN MODULAR
UNIT 4 PROPERTY LINE.
(NOT TO EXCEED PROPERTY LINE.)
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TO
VENT
OWN/PIER REQUIR
E1'*o1ENT5
PER 3222.2. (1) 50. IN.
FOR EACH Sa FT. OF
ENCLOSED AREA.
EACH VENT COVERS 221 50. FT.
PER PRODUCT APPROVAL.
1081 Sia FT. / 221 ■ 5 VENTS
Will T
I -BEAM PART 05SO02
FRAME ATTACHMENT FOR FACTORY BRACKETS STRAP/SWIVEL
CONNECTOR
SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE I -BEAMS FACTORY
FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO $RA 4 eT
THE FACTORY BRACKETS USING A J" GRADE 5 BOLT 4 NUT. ANCHORS/TIES
MUST BE INSTALLED TO PROVIDE A 459 OR LOWER STRAP ANGLE.
4" 6'-2" 6'-2" 6'_2"
=XfB ING 4" CONCRETE SLAB (3000 PSI) OVER
6" X 6" X 10/10 W.W.M, OR FIBRE MESH OVER
6 M L POLYETHYLENE VAPOR BARRIER OVER
CLE N, POISONED, COMPACTED (TO 2500 PSF
OR 851/6 DENSITY) FILL.
m�
3'-ID"
TO VENT
STRUCTURAL NOTES:
SOIL BEARING CAPACITY MIN. 2500 PSF
ALL STRUCTURAL CONCRETE SHALL DEVELOP
A MIN. COMPRESSIVE STRENGTH OF 2500 PSI
AT 2S DAYS.
ALL REINFORCING STEEL SHALL BE GRADE 60
MEETING ASTM SPECS A-615
MIN. CONC, PROTECTION FOR RE -BARS:
FTGS: 3" BEAMS: 0i2" SLABS: I"
LAP REINFORCING BARS 30 INCHES MINIMUM
EX_POSIIRF "C" - 110 MPH 3 SEG Gill
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ATTACHED W/ (2) fl0x3'
GALV DECK SCREWE
AT EACH BEARING POINT
- UNIT Wt 360 LBS.
353 C/FT
2X6 SYP STRINGEF
CONDENSING U41T
(2) Yell' GALV LAG SCREWS
SIMPSON LU25 AT STAIR
STRINGERS TO 2X8 DECK
JOIST SUPPORTS OR
t• (2) gV GALV LAG SCREWS
SIMPSON MSTC52
AT STRINGER TO POST
SXI6 BLOCK
4 COURSE
4X4 PT POST W/
SIMPSON AB44
N
�
CONCRETE \ r
v
��a m
W
C2) 0I4 SHEET METAL
W
SCREWS TO C0N0EN51WG;
CI)Ya" X 24" LG. TAPCON PER BLOCK
UNIT. 200 LB. SHEER
-
U N
4 (2) AT CONCRETE: IW LE.5.
WORDING CAPACITY
V
-
PROVIDE 3OX3ID
ACCESS A/C TIE -DOWN DETAIL
DOOR
TO VENT 2 2X6 SYP DECK
w��t�C JOISTS m Ib" OC
NOTES: LENGTH VARIES AT COMPOSITE DECKING
2-GALV. BOLTS g/g"-11 X 2 V4" LG, ATTACHED W! C �WS
GALV DECK SCREWS
AT EACH BEARING POINT
TENSION BOLT LABELED (A) FOR
FRAME ATTACHMENT ONLY,
TENSION BOLT LABELED lB) FORSIMPSON
M?512 SIMP50N FACE MOUNT
VERTICAL TENSION. 4 HANGER LU26
$
B-BOLT /- 5/8"-11 X 2-3/4" JOIST SUPPORT W/ 2X0 SYP DECK
STRAP W Q
UJ
(2)" GALV LAG SCREWS N
= 5*'x1" WEDGE ANCHOR
(RED HEAD)
I I
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M I C52 ANCHOR
BY: TIE DOWN ENGINEERING
MAX UPLIFT PER 2X SYP -
DEVICE IS 4,150 LBS
TIE DOWN STRAP -
PER SPECIFICATIONS
1-BEAM s
all Xail X16"-
CBS BLOCK
PIERS
4" SLAB W/ RB
SEE T E OiiA�l/
(� -8 GALV SCREWS
_oNORETE J- { (2) EACH SIDE
" WEDGE ANCHOR L 4X4 SYP POST ATTACHED TO GONG
W/ 3" EMBEDMENT MIN W/ SIMPSON 4544 POST BASE
DECK CONNECTION DETAIL DEC< FRA1„IIlilli
SCALE: 1/2" = 1'-0" SCALE: 1/4" 1'-0"
UNIT TO BE
TIED DOWN
PROVIDE (2) 05 X 24,
!� DECK SCREWS TOE -NAILED
AT EACH VERTICAL MEMBER
OF KNEE WALL
` WALL COMPLIES WITH UNIT
MANUFACTURER'S PERIMETER
� WALL BLOCKING REQUIREMENT
I
HYDRO VENT
SEE PLAN
2X4 P.T. SYP KNEE WALL W/ STUDS o 16" OC
_JZW/Y4"x3" TAP -CONS 9 24" OG
(BOTTOM PLATE) W/ r:" CDX PLYWOOD W/ 5/6"
W/ VINYL LAP SIDING
4 TYPICAL ELEVATION
l ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ (l
D L } N.T.S. (FOR VISUAL PURPOSES ONLY)
PIER REQUIREMENTS O
_________________ r��'- -- __________________ -- _
--1,� ---- A
<
EXTERIOR FINISH
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-------- - ,t---------------- ' ���------------ --------
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ED E
CONCRETE HIG0NRB
C NTE
MICS2 ANCHOR 5/e"x"' WEDGE a'D X a"W W
(SEE DETAIL) ANCHOR (RED HEAD) CAULKING
PROVIDE Y)" MACHINE BOLT THRU I -BEAM
6' 0" W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR
OR LESS WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETEAS
/` fin`
SECTION
SHOWN
J""t lam'
(SEE E DOWN ENGINEERING FOR DETAILED INFORMATION)
Q
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SCALE: 3/4i e I _IDii u
r - ------- =----
-------
��-- ---C --
WEND AGAINST FACE OF UNIT:
' ---- -rT-
�,j l� - - tr- ----
EJ-------------------
TS
2XI2 SYP STRINGER
2XI2 SYP STEP
IXS SYP W/
DECK SCREWS
Nil" X 3" GALV.
HEX SCREWS
4-REQ'D.
R
NGLE
APCONS
_ TREAD
. I" NOSE
STAIR DETAIL
N,T.S,
PROVIDE (3) 010x3" DECK
WS AT EACH 2X6 SYP DECK
2X6 SYP DECK FJOIST6)�ANLEDG2X6 5YP STRINGER
JOISTS o 16" OC
2X COMPOSITE DECKING
2XS SYP - ATTACHED W/
STRINGER GALV DECK SCRR EWSW$
� '�, AT EACH BEARING POINT
4'-1
z_
E
M
n A'
SEE STAIR
DETAIL
4X4 $YP-
POST
RIPPED 4X4-
SYP BLOCKING
FOR 2X6 5YP
ANGLED 9TRINC 91O
2X6 SYP
ANGLED
STRINGER
TAI
6 - - - — - r 0 MID WOOD SCREW
- o - — o _ -�� ❑ - ❑ r--, ❑ ❑ -,,625 x 46 10.2 SCE. FT. x 45 P.SF. = 459 L8. UPLIFT (3) PER SIDE
r -,J -
- — '�,-++ - - - - - - ,� — - - — - - -- - - ` , 144 THRI,I FRAME TO WGOD FRAMING
❑ ❑ "' ❑ ❑ " ❑ ❑ 45S - 360 LB, UNIT JS LBS. UPLIFT ASSUMING EQUAL LOAD DISTR, MIN IS" EMBENDMENT
TAPCON WILL HOLD 160 S. AN 2 SCREWS WILL HOLD 200 S.
_________________ _________ ___ __________ ________________ '_;" ------ --- LL LD LB D RE L LBXTRIOR DOOR
_ - - --------- AT EACH OF THE 4 CORNERS.
_.,�_______1��T_________________�_��_____---__-_---_-y. _____________________________ __ �F1___ ____________ .�._______ >rJ
_____ (METAL FRAME)
�_, , .o 4:9- THEREFORE STRAP, TAPCON AND SCREWS WILL HOLD UNIT IN PLACE.
PROVIDE �" MACHINE BOLT THRU I -BEAM PROVIDE �" MACHINE BOLT THRU I - SEAM A 4" SLAB, 42" X 52" WEIGHS -I85 LBS.
0.1 W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR W/ (2) TIE DOWN STRAPS SWIVEL CONNE TOR
OR L
R LESS WITH RADIUS CLIP (2) MIC62 ANCHORS AT CONCRETE WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE 6 -0
OR LESS
AS SHOWN ASS OWN
O (SEE TIE DOWN ENGINEERING_ FOR DETAILED INFORMATION) (SEE TIE DOWN ENGINEERING ER DETAILED INFORMIA ION) O
--------------i'-�L----------------- ,----------------- �'--------------- ------------------��T---------------- ?��`-------► -_j
-------- ALL LU 5ER &HALL 5E 6"1 PRE55URE TREATED
_ _ __ _ _
----------------- -- ----
ALL MATERIAL 5ELOW BLOOD MUST PE CONSTRICTED
WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH
tYP Mlll tl-WIDE tIE-DOWN PLACE ENT E° SECTION R322 OF THE 2011 RESIDENTIAL BUILDING CODE.
SCALE: 1/4" = 1'
I
ST. Lucie County, Permit-ti.„ "
HAIL BRACKETS OR BALUSTERS
SHALL NOT BE CONSIDERED TO BE
OBSTRUCTIONS TO GRASPABILITY. SCANNED
50TTOM OF HANDRAIL SHALL CONTINtV gp BY
TO SLOPE FOR A DISTANCE OF THE 1)EP�Tl=7�"por4m*
OF ONE TREAD FROM BOTTOM RISER
HANDRAIL HAS CIRCULAR
CROSS-SECTION
ROTE,W/ I1-
XV TO 2" DIMENSION.
GUARDRAIL SHALL COMPLY W/ FBC - 5TH ADDITION
W■ ■'' 2-410 X I" NON -CORROSIVE
N� 5M.S. e EACH PICKET
POST -� I CONNECTION.
PICKET TOP PLATE TO P057 <
POST TO CHANNEL W/
_L4_LL 010 X W- ,, S.M.S.
H,4ND SAIL DETA1L
N.T.S.
VINYL 2X2 RAIL POST
MOMIN. ATTACHED TO VINYL
EMBEDMENT. CASTERS
4-REQ'D, ay rt
1
Ya" S.S.S. MIN. I"
EMBEDMENT.
C 4-REQ'D.
2X6 SYP 2X6 SYP
DECKING STRINGER
MAILING 5 5E
N.T.S.
THIS SETUP HAS BEEN DESIGNED
FOR A FLOOD ZONE INSTALLATION
DESIGN CRITERIA
PER FBC - 2011 6TI4 EDITION FREt,P
REVISIONS
BY
PER BLDG.
JB
DEPART, S/5/I5
PER BLDG.
JB
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Date: 07-11.201a
Scale: I/4" - v-v
Drawn: MM/BGM
.IO b: 5 STAR LOWREY
Sheet:
.f Sheets
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