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FOUNDATION PLAN POO 02/16/16
ADD 02/11/16
I'
I'
1 �.1
-T 2 -IOR" —i` 2 -10i3 3'2'-6'
ttP.—IF
IL 1
7" <,
W
c7' U ,
` %�`
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FOR PRODUCTION
FOR APPROVAL
DESCRIPTION
- REVISIONS
5 4
NATERM
VI-C IZ WLWMLNI - IM SMLLI J 11 / `.-` I
TOTAL WEIGHT - 6597.9 LEIS
HARDWARE REO'D
I. 3' NO . 4^ LG HEX HEAD BOLT AND HEX NUT WITH SPRING WASHER (x142) REO'D
Sow D
4)lg'o HOLES
' -4" n FOR IZ m
I \ r 2' 1 FOUNDATION BOLT
TYP
+ - b
A.
SCANI IED
SECTION A -A BASE PLATE B
z N 6A E 1:12 PL St. Lucie oun � SCALELE 1:12:12
I
C
>=77 4a (12)®0 HOLES�2� 53
1 FOR"0 BOLT \ 9 12
ru�
»'Rial�� 3' 4' i+ 4 THK. PL.-(8)j'o HOLES 1'-2_1FOR 3^0 BOLT
SPLICE PLATE TOP PLATE
3' PL.(.4 REO'D) 3" PL (x2 REO'D)
SCALE 1:12 SCALE 1:12
(10)g 0 HOLES 1^ 7' 2' 13" T" 7' 1 .N°
2•-3j'
^I
WINCH MOO MOUNTWG PLATE
3" PL
SCALE 1:12
NOTES:
1.. READ THIS SHEET CONJUNCTION WITH SHEET 2 OF 7 TO 7 OF 7
.^•� - Mid State Machine and Fabricatin�Corp. 0211111
2730 A. .d y0 RwxL LvkNa L FbeAa . Ot
AsCEMEX, FT. PIERCE o 2
1 - ss/NS AD AD a" :1 RAILCAR SHAKER
SEE B.OAL
1 - ss/Ns AD AD :.� '""x�1§0 G.A. & DETAILS -
IEET ZONE ORN CK'D APP'D JD-367607—SO1 s" �7
3 2 1
Mw
23'-3 11 /16'
16'-3 11 /16'
I
N , 6'
zI;Z
t�i1 i 4'-0'
X
I W
fr
I
Q W
d' _c
I
I
I
I
I
L--- -- — EXISTING 20' WALL —_----
20'-0'
a
A
FOUNDATON PLAN
SCALE: 1/4'=1'-O'
#6 @ 12' E.W.
T.&B.
(4) 11/2'Ox24' LONG
HEADED ANCHOR BOLTS
(FOR A.B. PATTERN
SEE DWG. JD-367607-S01)
SEE PLAN
SECTION A
SCALE: 1/2 =V0'
NOTES:
1. DES IG 9NFORMS WITH 2O14.FBC,
5TH EDITION CRITERIA F01-1"4,�0-MPH
WIND FORCES. -
ASCE/SEI 7-10 'MINIMUM :DESIGN
LOADS FOR BUILDINGS & OTHER
STRUCTURES
2.. CONCRETE 3000 PSI
3. REBAR 60,000 PSI
4. ANCHOR BOLTS A-36
5. WIND EXPOSURE FACTORdB'
6. SOIL COMPACTION 2,500 PSF.
=7.. RISK CATEGORY II.
MicF� '� p P. E.
MICHAEL A ROBINSOR PE
(Rusty)
%.�`
9 ':
STRUCTURAL ENGINEERING INC.
.
0
N � tO D L
wxWma - Commac w� end �etnai.
`LwKELMD. FLOR®A
? ;
:
SCALE. AS NOTED - -
N Z
C8690C - Fr. PIERCE
PALCAR SHAKER
r
01.."?
FOLMATION
DRAWN BY. MAR -
DRAWMNM)ER
REIISM
�i�-4 �•py l,'
rG� ```�.
CHEEt710ED RR
S-�
1
DARE. 2-17-16
.t 19l17"
(2) 11/2'Ox24' LONG
6' THREADED RODS
(FOR A.B. (PATTERN
SEE DWG. JD-367607-S01)
EPDXY REBAR & THREADED
ROD AS SHOWN Tr/#6 ® 12' E.W.
p T.&B.
II
n
u
n
0
n
T
Z `I
J
4'-0'
3 -
w 1
SECTION
ION B
SCALE: 1,2 =1'-O'
Ahoe ay.
sof& P. E.
MICHAEL A. RMNSON, PE
�
(Rusty)
STRUCTURAL ENGINEERING, INC.
N :
PIDZMAt CMMIE C RMAL
a m:Z-
RO
SCALE AS NOTED
.n
!n -
Q ��
RAALCAR SHAKER
0.< 9
4•.
FOLMATION
DRAWN BY: .MAR
DRAWM M WER
REVtffiON
,.�
J,�'�1
CHECKED: RR
S-02
1
DATE 2-17-16
8
7
6
541 4
3 2 1
BILL OF MATERIAL
_
PC MK OTY DESCRIPTION TTL WT
4" THK. (7T_6")
4j 2•-6"J}--3• 2•-1.35 2'-10j- "-{^3'----(-2'-6"�{
4" THK.501-i 1 WELDMENT - SEE SHEET 2 OF 7 TO 4 OF 7 3138.9
S01-2 2 WELDMENT -SEE SHEET 5 OF 7 TO 7 OF 7
1 L�
91"
6"
6 T1'3459
P. J•i I F^ I u
7.9
TOTAL WEIGHT - 6597.9 LBS
8
S12x35
HARDWARE REO'D
_ _
I
1. NO x 2 1/4" LG HEX HEAD BOLT, HEX NUT, & FLAT WASHER (040) REO'D A325 GALV.
D
D
.17
A , JL 1 •• �( ~ fi TM
7
1. NO x 3" LG HEX HEAD BOLT, HEX NUT, & FIAT WASHER (x35) REO'D A325,
m
3" LG HEX HEAD BOLT, HEX NUT, &LEVELING WASHER (x40) REO'D A325 GALV,cl
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GENERAL NOTES: c
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CODES AND STANDARDS
1. THE SPECIFICATIONS OF DISC 13TH EDITION SHALL GOVERN THE MIN. REQUIREMENTS FOR
IV
1 \
yo✓
,
DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL.
2. WELDING OF STRUCTURAL STEEL INCLUDING QUALIFICATIONS OF WELDERS AND OPERATIONS
m
S01-1 1 1
REQUIREMENTS PERTAINING TO ELECTRODES. WELD DETAILS, ETC. SHALL DE IN ACCORDANCE
WITH THE LATEST EDITION OF THE STRUCTURAL WELDING CODE OF THE AMERICAN WELDING
SOCIETY, AWS-D7.I -LATEST EDITION.
F F
I
3
m
N
TYP
I I SO1 -1
1/4
MATERIAL
I STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL BE ASTM A992
BE A36
!
\
n
2. ALL CHANNELS. ANGLES. MISC. STEEL AND PLATE SHALL
na <
1.ALL CONNECTIONS SHALL BE BOLTED WITH 3/4" HIGH STRENGTH BOLTS, UNLESS OTHERWISE
W6x25
-
TYP SCANNED
NOTED (2 BOLT MINIMUM).
OI
5•-, Dii"
,
1/4
BY
I St. Lucie County
3" 4• 87 LUCIE COUNTY
BUILDING DIVISION
\
1
4" .�--1}'
REVIEWED
C
C
+ ++ + �.
POR COMP C
42
/
++ f REVIEWED BY
+
HOLES � DATE • O
m
ro
o°
(B)g"m
�-'- 1'-z" -•{ N P NS AND PEWIT
FOR BOLT
SPLICE PLATE MUST BE KEPT ON JOB OR
ALL GUSSET
1
I ' ' I
NO INSPECTION WILL BE
y" PL. (x4 RE0'D)
E
PL. 2" THK.
/
^
2 3"
SCALE 1:12 (72)�"0 HOLES
FOR 3"0 BOLT 5•
° 1" °^�
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SECTION A -A TOP PLATE
SCALE 1:12 _x�
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SCALE 1:12
1" ]" 2•-1z" 7" 7" 1"
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- —
T--_ _
I
--_
_ --_
-
16
16'-9j"
_
(17')
-
VIEW (10)7"0 HOLES
ELEVATION
SIDE
"'22
(4)12"0 HOLES
WINCH MOUNTING PLATE FOR -BASE
• •
o
— - — -
_ - —
® ♦
-
® ®
4" PL F UNDA ON
SCALE 1:12
NOTES:
•
m
1. READ THIS SHEET CONJUNCTION WITH-S EEi v2 OF''FO OR7
-
A
A
I I
I
.''
GENARAL NOTES FOR PERMITTING i AW AD ADAl%j
m Mid -State MG6hine ari8"FabritatinQ orp. •-hz n 16
2730 Mine and iill 6aad. LoUelvd, M_10 3.901
36-7607
CEMEX, FT. PIERCE .`�"�°°'v
PLAN
F4/08/
FOR PRODUCTION 1 SS/NS AD AD
RAILCdR SHAKEriFOUNDATION
'V' SEE BDMFOR
G.A. & t)EiAILS
APPROVAL 1 - SS/NS AD AD.
.o5d2
DESCRIPTION SHEET ZONE DRN CK'0 APP'D
JD-367607-SO1
REVISIONS
8
7
6
5 4
3 2
m
v
8
7
6 5
4
3
2
1
501-1 BILL OF MATERIAL
MARK
OTY
DESCRIPTION MATERIAL THK I LENGTHR16
DIAMETER TTL WF
01
4
PLATE A36 3 4 1' 2"
286.3
02
1
W8x35 A992 9 -1 15/16320.6
03
1
W8x35 A992 9 -1 15 16320.6
04
4
PLATE A36 1 2 1 -1 3 4
- 87.4
05
4
L4x4x3/4 A36 6'-7 3 8-
122.4
06
2
PLATE A36 3 4" 1 -3 3 16'
- ]6.4
D
y"
THK. (17'-6")
2-6"
---6"
4 2 6AA+-3 2512x " 2TOP
y" THK.
07
08
o0&90A
4
2
PLATE A36 1 2 0'-4"
PLATE A36 3/4" 2'-0"
= 4.4
194.9
61245
D
9�
A FRAME
TYP. +I I-.-
11
11
PLATES A36A992 1/2" V 1635166
6" - 1123.6
7
PLATE A36 1 2 0 -10 15/16
6 11 16 94.4
12
13
1
PLATE A36 3/4 4 -0 1 2
I6 3 4 17S
- -- - —
- — -
14
4
PLATE A36 12 1 -1 5 I6
10 3 4 81.2
31
4
PLATE A36 1 2' 0'-6"
5" 18
I
AA
III(
I
05
TOTAL WEIGHT - 3138.9 LBS
na 1 (
r (
LEFT SIDE
i 7----(^ 2 7"
\
RIGHT SIDE I
FRAME 11�
FRAME
Cm
SECTION AA —AA
SCALE 1:8
5"
}—
C
I
I I
1
h r°ra
TYP
1/4
o
PART 31
r'sc
1/4 TYP
2'-7
13
B
5._.13..
'Si001
15 _9�•
PART —1
SIDE VIEW
ELEVATION
B
B
4 ♦
f
Ohm
V� 8'm
.
f f
f f
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f ♦
1. READ
AO THIS SHEET CONJUNCTION WITH SHEET 1 OF 7, 3 OF-7
& 4
A
A
PLAN VIEW
1alwa'sLMid—State Machine and; Fabricatingp Gurp. _02 11 ^4e
0,4 &O'
2730 Mine antl Mill Rood,
Luketud, •
m4
P01 04/08/16 NO CHANGE.
FOR PERMITTING 2 -
AW AD
AD
'a;x
'
CEMEX, FT.
�6 �17.
. b
PFERCE` °m
P00 02/i6/16
FOR PRODUCTION 2 -
SS/NS AD
AD
�
RAILCAR
SHAKER' `1'- "
�SEE B.O.M.A00
02/11/16
FOR APPROVAL 2 -
55/NSAD
AD
DETAILS
REV DATE
DESCRIPTION SHEET ZONE
DRN CK'D
APP'0
JD-367607-501
SH 2OF7 01
REVISIONS
8
7
6 5
4
3
2
1
8
7
6
5
4
3
2 1
46.. 4$..
45. a 6"
" THK. .• THK.
THK.'• THK.
(8�71Z"
"0 HOLES
J Y 08
08
08
Q$
w
FOR 40 BOLT w
p
r`xa
o6
06
06
D
+ +
07
07
07
�
07 I
F— t —2" � iv
t/a Tw
`L— — I —
P
t/a
PART 01
y" PL. (x8 REO*D)
I
I
SCALE 1:8
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N
1`v
"116b I
04
G4
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03
1
9A11..�
iii 02
I/a
ttP
09
PART 04
Pl.
SCALE 1:8 ALE 1:8
r
%xa
/10 1/4 TYP
TYP 1/4
L
SIDE VIEW
LEFT SIDE
FRAME
SIDE VIEW
RIGHT SIDE FRRAA`ME
CHAMFERrt
MUM0
B
B
04 #
a
%
%
PART 07
_ _ _ _ _ _ — — _ _ I
PL. (x4 REO•D)
�3
11T8"
T
_ _
_ I
SCALE 1:8
216" 3" 5" 12 ofi°
PLAN VIEW
PLAN VIEW
I
+
PLATE FAR SIDE
(12)''0 HOLES +
FOR"0 BOLT I
1� r
9._i15••
^�
04 I
1
PLATE FAR SIDE
I-2?6" `5
t16 —1 7
PART 0 •.l
PART 08
4" PL. (x2 REO'D)
2a"
PART03
q" PL. (x2 REO•D)
SCALE 1:8
SCALE 1:3 ^ 1
'1
A
=m
04
7j
PART 02
NOTREAD THIS SHEET CONJUNCTION
WITH SHEE8x 250E 7
10� �s uoxl
Mid —State Machine and Fabricating COfP.} 'P2 i1 16
2130 Mine and MITI Rood, LakeI'd, flaidn 901 ^. i
W8x35
P01 04/08/16
NO CHANGE, FOR PERMITTING 3 — AW AD
;;M ��
CEMEX, FT. PIERGE
POO 02/16/16
FOR PRODUCTION 3 — AD
.°�'
RAILCAR SHAKER seEs.D.u.:ADD
02/11/16
FOR APPROVAL 3 — AD
SL
�^ ."$
DETAILS
REV DATE
DESCRIPTION SHEET ZONE APP'D
JD-367607—S01
SH 30F7 01
REVISIONS
8
7
6
5
Ir 4
3
2 1
8 1 6 1 5 41 4 3 2 1
TYP,
IcITMp'
IB
I A
i
a
1/4 °
B
11 10 t�
12
+
1/4 I I
' 2
14
A
12 11 xx -•{ 116'
14 x 13 2._3 ..
2•_7�6"
a._SIS "�
'�1
3 xx 14
FF--als x 2'-71 '"
'�� T6
� " a'-`"
14
TIP
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6.- 4..
SECTION B-B IN
SCALE 1:12
(6)6"0HOLES
y
FOR 4"0 BOLT (5)78"0 HOLES
B
TOP FRAME
(6)91*0 HOLES
FOR"0 BOLT
��x M
6 -7j
3" 3' 1
+++ +++-f
PART 05
L4x4x8 (x4 REO'O)
x
x
I--------------
PLAN VIEW
I
ei
4i -- V; 721
—
I 116
177
-m ]3
` rrc
'I 2'- 14" - ]" 7" 5_7h• 5 ,3T6 �. 1
NOTE: WATCH KNIFE PLATE Fr-- NOTE: WATCH KNIFE PLATE 3' 2j�6" ]] "� o
ANGLE'DIRECTION. MAKES PLAN VIEW ANGLE DIRECTION. MAKES Ill
� �
WELOMENT OPPOSITE HAND WELDMENT OPPOSITE HAND _
17•_6.. av k( (3)8 m HOLES 5� B..
y
_ — _ _ _ — _ — _ _ — _ — _ — _ _ — _ � 09 FOR y'•0 BOLT "'•• -
x
x x
4'-51j"—I x x I PART 14 PART 14 (FLAT PATTERN
PART 10 & 10A a'-5'�" 1
� 10 AS SHOWN � 712 PL (x4 REO'D) PL (x4 REO'D)
5'-4�11l0A OPP. HAND 5-bib. SCALE 1:8 SCALE 1:8
(10)4110 HOLES 512x35
6 I 11 COPE TO FIT TO � r
t.
512x35 TYP. •� <p /—] -T 1
I 1.2 + + + —J, NOTES, x
1. READ THIS SHEET CONJUNCTION WITH SHEET 2 Of 7. A
PART 11 PART 12 a•_q•• �I��9•�-'"' Mid -$tote Mochine dnd FGbricetino Corp.._ oz n 1s
2770 Nine and MITI Road. Lakeland, FloriGa 601 �
�PL. (x11 REO'D) ]' PL. (x7 REO'D) own 36°W607
" 1• PART 13 POI 04/08/16 NO CHANGE. FOR PRERMITTING 4 - AW AD AD Km;r RX �� CEMEX, FT. PIERCE ✓ -;o• 1n2
4 PL' P00 02/16/16 FOR PRODUCTION 4 - 85/NS AD AD °� RAILCAR SHAKER
L. a SEE B.O.M.
A00 02/11 /16 FOR APPROVAL 4 - SS/NS AD AD .— w�x�blo" DETAILS -
REV DATE DESCRIPTION SHEET ZONE DRN CK'0 APP'D JD-367607-501 a 4ar7 D1
REVISIONS
8 7 6 5 4 3 2 1
=
7
Y
I C I
VIEW C—C
8 7 6
3 I 2
S01-2 BILL OF MATERIAL FOR ONE UNIT
owl DESCRIPTION I MATERIAL I THK LENGTH WIDTH DIAMETER
2 PLATE A}6 } 4' -
1 IW8x35 IA992 20-1 1 4 -
2 IPLATE IA66 1142 1 -6 1 16 14 1 8I-
11
63.6 1D
TOTAL WEIGHT - 1729.5 LBS
BILL OF MATERIAL FOR ONE UNIT
(X2) UNRS REO'D
FIL5 UMPT
1 I
}
j
C
PART S01-2
'-
—\� •�_,Ot�'b _
NOTES:
1. READ THIS SHEET CONJUNCTION WITH SHEET 1 OF 7, 6 OF.7 & 7 OF 7.-
1NlB l �L,�.I
Mid —State Machine and,'' FobricalirjA Corp: 0 1 1s
•�
2730 Mine and Mill Rood. Lokdand, Flo(do ZI y,.,.nc
04/08/16
NO CHANGE, FOR PERMITTING
5 - AW AD
Imo:
AD 'u"'�r wr A0%
36=7607
CEMEX, FT. PIERi-E; 0 1:16
02/16/16
FOR PRODUCTION
s — ss/Ns AD
AD m t°� »�
�z
RAILCAR SHAKER "`
�seE B.D.M.
-
02/11/16
FOR APPROVAL
5 - SS/NS AD
AD art�:•�r
DETAILS
DATE
DESCRIPTION
SHEET ZONE DRN CK'D
APP'D °'� r4
J D-367607-501
SH 5OF7 01
REvISICNS
5
4 1
3
2 �
8 7 g 5 -41 4 3
20'-14"
D 3 34 .8
ios
I
(8)9"0 HOLES
PLAN VIEW FOR y"0 BOLT
25"
OFILE Cur -A
20'-1j"
73.. 4
9 3"
3�.
♦ 4 + ♦ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
4 40
(s)j"O HOLES
FOR 43'0 BOLT PLAN VIEW
8.-5'S.. 2•-41" 8'-10•
lay"
_ -
2 1
2%"
41.
(3)$"o HOLES 8
FOR y"0 BOLT
5j �"
71"
4176,. 988"
PART 16
PL. (X2 REO'D)
SCALE 1:8
.8330..
�ll �6ire
C
pm n I e
41 7.
F"
(6)8"0 HOLES
16
7 Ts
FOR y"0 BOLT
6
977
2'-7y"
PART 17
21" PL. (x2 REO'D)
SCALE 1:8
F-1 O
B
re i
4
nm
g
2j-R.
�77
"8"
3)8"0 HOLES
9}.
FOR y"0 BOLT
Ar w x
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A :- ♦ L 16
-2"
16 —� 18 17 PART 18 '
D
I
PART 19 PL. (x2 REO'D11 \�r
WBx35 SCALE 1:8
NOTES: Ewa
1. READ THIS SHEET CONJUNCTION WITH SHEET 5 OF 7. L_,,,`0�aae�L,oxl Mid -State Machine: and FahtitatihCar(7. 02- Il 16
2730 Nine and Mill Road. Lakeland, Rand. r01,
amsr' „n. �� 1 ' 1 �6-7 607
POI 04/08/16 NO CHANGE, FOR PERMITTING 6 - AW AD AD 'M1,�' ,r : ; CEMEX, FT:, PIERCE ::.D 1:12
POa 02/16/16 FOR PRODUCTION 6 - SS/NS AO AD m :m RAILCAR SHAKER SEE B.O.M.
A00 02/I1/16 FOR APPROVAL 6 - SS/NS AO AO r ."�F' .^"�".+ DETAILS - -
REV DATE DESCRIPTION I SHEET ILUNLI )RN U APP'U JD 367607—S01 SH 60f 7 01
REVISIONS
8 7 6 5 4 3 2 1
8 7
6 5
4
3 2 1
1'_11rl"
10'-616 7j„
(6)8'0 HOLES
FOR y"0 BOLT
7.. 6'-6q•m�
1�
JF7211_i„
3• 11.
21'-4"
�(4)18"O
HOLESTYP
2�41/4
33" 3" 3" 12"
FOR 1i"0 FOUNDATION BOLT
2 1
0 4
(6)j"03 HOLES
$
FOR b"o BOLT
PART 22
PART 21
L4x44
SCALE 1:8
-
3-6
7 1
6'-71"
HOLES 0
ry
PART 0
1" PL. (x2 REDO)
3 3- 1
FOR
I -___-FOR-�"m BOLT
SCALE 1:8
T- $$ r
HOLES =�
«¢ -- ------ $.
3" 3 y^•'�'I �
C
FOR
R
FOR 4'0 BOLT
�I 3• �
5._1 11"
PART 23
PART 24
L4x4x
1-4x4H
29
W6x25
i
13
30 TYp 30 ,
5._11 7T7 5"
8'-95"
BB
1/4
TIE BEAM ASSEMBLY
i
( )8"
5'-112"
4µ
1/4 TYP FOR 4"0 BOLT
I
1f6 1"' FO)R "0 BOLT
26
i
B
B
PART 25
J
L4x4j
PART 29 PART 30
W6x25
2" PL.
—
Imo. �3
(6)1.0 HOLES 9 6 72
FOR 4 BOLT
�
$� ���
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5'_1116
_
11.. 3• 3• t1.
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SCALE 1:8
FILE CO2"
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FOR 4"m BOLT PART 27
PART 26
L4x418-
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SCALE 1:8
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6
NNTF-S:
SHEET 5 OF 7.
y 3"
3 h�
1. READ THIS SHEET CONJUNCTION WITH
A
22
3"
'---------------------_ __
3
_
10� x�
e Machine and Fabrica1�'n Corp. - - var¢s^' Mid State 1y' pp'' 0e 11 16
$ $
+ $ $.
27� Mine and Mil l Rudd. Lakeland, Dcr'�d}I 77801 mn
(6)8"0 HOLES
P01 04/08/16 NO CHANGE, FOR PRERM17ING
7 - AW
'V �m6-�fi07
AD AD "AS
,a CEMEX, FTC PfER6EC
FOR 3"0 BOLT"
4
PART 28
P00 02/16/16 FOR PRODUCTION
7 - SS/NS
AD AD m .,a RAILCAR SHAKER SEE B.O.N.
�.
L4x44
A00 02/I1/16 FOR APPROVAL
7 - SS/NS
AO AD aea�:. ems l�cs:'�J.'� DETAILS -
REV DATE DESCRIPTION
SHEET ZONE DRN
CK'D APP'0 JD-367607—S01 SH 7OF7 01
RENSIONS
8 7
6 5
4
3 2 1
23'-3 11 /16'
16'-3 11 /16'
I
1
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I
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I
V N
z'
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1
1
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x
1
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L------ EXISTING 20' WALL
� 0
20'-0'
A
FOUNDATON PLAN
SCALE: 1/4'=1'-0'
#6 @ 12' E.W.
T.&B.
(4) 11/2'0x24' LONG
HEADED ANCHOR BOLTS
(FOR A.B. PATTERN
SEE DWG. JD-367607—S01)
SEE PLAN
SECTION A
SCALE: 1/2 =1'-0'
-THESE PWJS AND ALL PROPOSSO 4'VtM
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FILM) INSPECTORS THAT
MAY BE NECESSARY IN Dom TO
COMPLY WITH ALL APPLICABLE CODES.
J
U
M
NOTES
1. DESIGN CONFORMS WITH 2O14 FBC,
5TH EDITION CRITERIA FOR 160 MPH
WIND FORCES.
ASCE/SEI 7-10 MINIMUM DESIGN
LOADS FOR BUILDINGS & OTHER
STRUCTURES.
AISC 360-10
^Opy 2. C
3000
TE
ILE3. ROBARE 0,000 PSISI
Cl 4. ANCHOR BOLTS A-36
5. WIND EXPOSURE FACTOR 'B'
0 6. SOIL COMPACTION 2,500 PSF.
7. RISK CATEGORY 11.
8. EXPOSURE C
Michael A. Robinson, P. E.
MICHAEL A ROBINSON, RE
(Rusty)
STRUCTURAL ENGINEERING, INC.
@IDUMRAI- COMMERCIAL, and RESIDENTIAL
LAIEELLAAND,FLORIDA
SCALE: AS NOTED
CEMEx - Fr. PIERCE
RAILCAR SHAKER
_
FOUNDATION
Florida Registrgtioii'
No. 2S3'!7
DRAWN BP MAR
CHECKED 17-R16
DATE
DRAWING NUMBER
%
REVISION
1
EPDXY REBAR & THREADED
ROD AS SHOWN
� I
I
0
Z J
J
I x�
w I
(2) 11/20x24° LONG
THREADED RODS
(FOR A.B. PATTERN
-SEE DWG. JD-367607-S01)
#6 ® 12° E.W.
p T.&B.
II
It
It
0
II N
4'-0'
SECTION KB
SCALE: 1/2 =1'-ON
} ' NMI-
,
u
Michael A. Robinson, P. E.
`
NIICHAEL A ROBINSON, PE
(Rusty)
STRUCTURAL ENGINEERING, INC.
UmUSTPoAL, COMMERCIAL, and RESIDENTIAL
LAKELAND, FLOFIDA
SCALE. AS NOTED
CEMEX - FT. PIERCE
`l
. �%`.� '• lle , '�`
RAILCAR SHAKER
Florida, Registration ^.'CHECKE
No: ,26317,t '"
FOUNDATION
DRAWN W: MAR
ED RR
DATE. 6-10-16
DRAWING NUMBER
5-02
REVISION
1
I