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THESE FLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
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MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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PART-26 PART-25 PART-24 PART-23 PART-22 PART-21 PART-20 PART-19 PART-18
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VIEW A -A
PLAN VIEW - LEVEL 2 & 3
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REFERENCES:
ALU-3414-C-GENERAL REVIEW - Rov.D - GENERAL PLANT LAY OUT
ALU-ITEP-MC-PR-04 - PIPE RACK PR04-STRUCTURAL CALCULATION NOTE
MASTER-M-GEN-DISERO SKIDS -BASES DE DISEAO PARR ESTRUCTURAS METALI
RELATED DOCUMENTS:
ALU-ITEP-M-PR-04 (Sht 1/6) -PIPE RACK PR04-STEEL STRUCTURE GENERAL & DETAIL DWG -PARTS 1 to 4
ALU-ITEP-M-PR-04 (Sht 2/6) -PIPE RACK PR04-STEEL STRUCTURE GENERAL & DETAIL DWG -PART 5
ALU-ITEP-M-PR-04 (Sht 3/6) -PR04-STEEL STRUCTURE GENERAL & DETAIL DWG -PARTS 6 TO 16 & 19 TO 25
ALU-11TEP-M-PR-04 (Sht 4/6) -PIPE RACK PR04-STEEL STRUCTURE GENERAL & DETAIL DWG -PARTS 17 & 18 B
ALU-ITEP-M-PR-04 (Sht 5/6) -PIPE RACK PR04-STEEL STRUCTURE GENERAL & DETAIL DWG -PART 26
0
FOR CONSTRUCTION
24/10/07
ITEP
REP
A
FOR APPROVAL
23/10/07
REP
REP
REV
DESCRIPTION
DATE
DRAWN
APPROVED
REVISIONS
ORDER # ALU 3414
THIS DRAWING IS THE PROPERTY OF
CONVEdrAVS INC. AND THE INFORMATION
CONTAINED HEREIN IS PROPRIETARY
INFORMATION WHICH IS NOT TO BE
DISCLOSED TO ANYONE OR REPRODUCED
WITHOUT THE PRIOR WRITTEN CONSENT OF
CONVE&AVS INC.
CONTRACTOR
Conve & AVS Inc.
10691 North Kendall Drive, Suite 303B
Miami, Florida, 33176-USA
/--�
CONTRACTOR
ALLIED NEW TECHNOLOGIES INC.
FLORIDA - USA
PIPE RACK P R04
STEEL STRUCTURE GENERAL ERECTION DWG
DRAM" ITEP
23/10/07
CHECKED IT P
23/10/07
ISSUED EP
23/10/07
SIZE
D
DWG NO.
ALU-ITEP-M-PR-04 (Sheet 6/6)
REV
0
SCALE 1/111I
SHEET 1/1
/�� of 2
11
C
RI , _ 5Ox5
2D [ 161 (AISI 316)
L 5 96"
1O0 [3 1. 96'1 I .100_L3 15/161 TYP}—•B-l� 3 [
69 r3 3 161 81 3 3/161 DETAIL 5
SCALE 1" - 1'
PART
M
POV
PLAN VIEW - LEVEL 4
PLAN VIEW - LEVEL 3
PLAN VIEW - LEVEL 2 ()
1a PL 5 16"
1
DETAIL 12
PART 3 PART 2 PART 1 I
EW - LEVEL 1
Sul
10 [3/8 J" 94 [3,11/in
q 10
74 2
80 [3 I 80 1/8
135 [5 5/161
-I-
DETAIL 8
WA 100 SCALE 1" - V
f0
GR 51
! I L7 1180x80x8
- HEA 160 r . PULTRUDED
HOLES 619 8"
FOR {5 1BOLT —
160 8
A
B ' F HEA 20o fao 95,
6 , 21 I DETAIL 3
SCALE 9" - 1'
p HEA160
6 w
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SECTION E-E
te . II w -I
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DETAIL I I moil
6096 (201 6096 [201 ONO [20] 1 [3'-6 V21
VIEW A -A
7 6 5
100
DETAIL 7
SCALE 1" - 1'
8 � rn
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I 1 1219 [4]I golf
I .' R
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100 3 15 161 DETAIL 9
IJCAAM nn" � .• J
2438 [81 HUES 61
SECTION B-B
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DETAIL 6
SCALE 1' - 1'
1219 P
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_ 1000 3�15/i f g
_v 1-L. 5• 100
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DETAIL 4
SCALE 1a - i'
§I T
STEEL MATERIAL LIST
SHAPE
LENGTH
WEIGHT
PL 3/4"
0.76m 11 771i)
15 Kg.
PL 3/8"
5m (7750Tn
373 Kg.
PL 5/10"
1.93m
-(2-9-9-2in'y
120 Kg.
PL 1/4"
0.16m (250i
8 Kg.
PL 1/2"
O.1OmT_(_1W__nT
10 Kg.
HEA 200
32.94m (1G8')
1393 Kg.
HEA 240
50.94m (167')
3071 Kg.
L 75x5
6.40m (21')
47 Kg.
IPE 160
25.61m
(841
404 Kg.
HEA 160
166.73m
(5471
5075 Kg.
T07AL
0614 Kg.
SHAPE
LENGTH
WEIGHT
L5Ox5
5.10m (16--9")
19 Kg.
TOTAL
19 Kg.
WA 200 PL 3 8"
.ass BOLT LIST
I
*1 3 B"
I/1 p 3/81 DETAIL 2 3 [ HOLLs n1 16" g TYP.
=[6 SCALE 1' - 8
TYPE
LENGTH
I QTY.
BOLT 05/8.
1 1/2•
228
BOLT 05/8'
2"
176
BOLT 01/2"
1 1/4"
288
BOLT 01/2"
1 1/20
1"
PULTRUDED MATERIAL LIST
SHAPE
LENGTH
WEIGHT
1160x80x8
87.78m (288')
394 Kg.
L 75x5
14.63m (48')
23 Kg.
TOTAL
417 Kg.
HOLES /1 1/4" FOR 61'
THREADED ANCHORS HAS-E 1 [ 1 t 11 [4 t
NR_,�HESIVE DETAIL 10
g SCALE 1' - 1'
(ONLY IN EASE PLATE) REFERENCES:
= ALU-3414-C-00d AL REVIEW - GENERAL PLANT LAY OUT
550 [1'-9 5/81 ALU-REF-110-PR-04 - PIPE RACK PR04-STRUCTURAL CALCULATION NOTE
ALU-REP-M-PRi (Sht 6/6) - PPE RACK PRD4-STM MRUCTURE FACl10N DWG
- - 1 WSIER-Y-GEN-06ER0 9i DE DISERO PAPA ESIRUCRIRAS IIEPAUCAS
7 FOR Owl'
1 RELATED DOCUMENTS:
BOLT Nl!-REP-N-PR-04 (Sht 2/6) -PIPE RACK PRO4-STEEL STRUCTURE OENERAL R DETAL DYIG-PARi 5
• • AL-ITEP-N-PR-04 (Sht 3/6)-PR04-SIEEI. STRUCTURE GENERAL R Di DWG -PARTS a TO 16 & 19 TO 75
F E E ALU-KEP-1111-PR-04 (Sht 4/6) -PIPE RACK PR04-STEEL STRUCTURE GENERAL k DECAL DWO-PARTS 17 6: 18
AW-nEP-•M-PR-04 (sht 5/6) -PIPE RACK PR04-s1EEL STRUCTURE GENERA. 6: DETAL DWG -PART 2e
g E ho
1-A1 rTEI!% AOOCRDN9 m ARs Dr1 sTTalcTtxuL wEnNcOIIE�1 TYP. --��-�#4-- 2-9MPES 'RATES JM %NRES : ACCOROND TO Aslll A-36 sTEa
3-AL sTRucnnaL BDus ACCORI N9 70 ASNN A325-x
4-HGH STRENGRI BOLIs ASIY A326 SIMLL IIIWiE A 4 mm FUT IIAROEtED WAVER
s0¢ [71 7/111 6-HIGH STRENGTH BOLTS ASDA A325. NUTS AND WAVERS SHOULD E ZINC COAXED
PL 3 4" FOR COOPER GROUND W HOT NP PROCESS To AM A1S3
LW15 DUAL 6-0010=IDNS FOR HAN RAIS SHALL E EGMUTD 9RN 9 1/2' BOLTS N AM 316 tWSEE DWG N0. 7-NOT ND CANED WFSDNGS SIMLL E OONI111110 . WITH LEG � EAUAL TO RE CODT-064 MATERIAL ISOM RN6-SNUC UMAL STEEL SHALL E ODGED ACOOTDNO TO DOCUEIR: AD�7414- M-PA1011DN
STEEL SIRUCIURES)
— $ 9 IWER& �NNA.'ORMNCE Win SIROIIOWFIL
THREADED ANCHORS
im
i
R Art;
cow MANUAL
B.D.I. - 0011TO 1 OF STEEL
T.O.S. - TOP OF STEEL MATERIAL ADHESIVE DIAMETER LENGTH QTY.
TOF 0111011110
T.DAt - IOP OF CONCREM WAS-E (Grade 5.8) HTT-Hy 150MAX(HILTI) 1' 14' 20
6 AS SHOWN
I
C
5
AS SHOWN
31/01/08
REP
4
AS SHOWN
28/12/07
REP
s DETAIL 1
3
AS SHOWN
19/12/07
REP
2
AS SHOWN
22/11/07
REP
SCALE 1" - 1
1
AS SHOWN
14/11/07
REP
0
FOR CONSTRUCTION
24/10/07
REP
1219 [4'] 1219 [4]. _.
A
FOR APPROVAL
22/10/07
REP
IP 0
REV
DESCRIPTION
DATE
DRAWN
APPROVED
pp
u f0 f0
•
oe 1
„1 $
'-' DETAIL 12 s
66THIS
REVISIONS
ORDER # ALU 3414
DRAWING IS THE PROPERTY OF
CONVEdAAVS INC. AND THE INFORMATION
CONTRACTOR
COnve & AVS Inc.
CONTAINED HEREIN IS PROPRIEURY
I 24M IV]
VI EW F- F
INFORMATION WHICH IS NOT TO BE
DISCLOSED TO ANYONE OR REPRODUCED
WIMOUr THE
CONVE6AAVS INC. TOR WRITTEN CONSENT OF
10691 North Kendall Drive, Suite 3038
Miami, Florida, 33176-USA
A
CONTRACTORALLIED
}
NEW TECHNOLOGIES INC.
I THESE PLANS ANI) ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
1 COMPLY WITH ALL APPLICABLE CODES.
FLORIDA -USA
PIPE RACK PR04 —PARTS 1 TO 4
STEEL STRUCTURE GENERAL & DETAILS DWG
DRAWN
ITEP
22/10/07
CHECKED
If EP
22/10/07
I 24M [81
SECTION C-C
4
ISSUED 22/10/07 SIZE DWG NO. REV
ITEP p ALU-ITEP-M-PR-04 (Sheet 1/6) 6
SCALE 1 /6"=1 " SHEET 1 /6
3 r- �y-(S 2 11
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2032
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7
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5016
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N
N
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10
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3
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8 HEA 16o n
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171
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160
8HEA 200
S
2 1
STEEL MATERIAL LIST
SHAPE
LENGTH
WEIGHT
L 75x6
4.27m
(14')
31
Kg.
HEA 160
21.64m (71')
659
Kg.
HEA 200
4.27m
(14')
180
Kg.
IPE 160
14.63m
(48')
231
Kg.
PL 1/4"
0.100
(155ini
5
Kg.
PL 5/16"
0.500
(775in�
31
Kg.
PL 3/8"
0.20m=
(31Oini
15
Kg.
PL 3/4"
0.1Om"
(155in�
15
Kg.
PL 1/2 12
0.02m'
(31 iii
2
Kg.
TOTAL
11169
Kg.
STEEL MATERIAL AISI 316
SHAPE
LENGTH
WEIGHT
L5Ox5
I 1.22m (4)
4 Kg.
TOTAL
4 Kg.
BOLT LIST
TYPE
LENGTH
QTY.
BOLT 05/8"
1 1/2"
76
BOLT 01 /2-
1 1 /4"
32
BOLT 01/2'
1 1/2"
16
PULTRUDED MATERIAL LIST
SHAPE
LENGTH
WEIGHT
1 160x80x8
9.76m (32')
44 Kg.
L 75x6
1.83m (6')
3 Kg.
TOTAL
47 Kg.
THREADED ANCHORS
MATERIAL
ADHESIVE
DIAMETER
LENGTH
QTY.
HAS-E (Grade 5.8)
HIT-HY 150MAX(HILTI)
3/4"
11"
4
0
LJ
C
AUU-3414-C- 11E E7e1L REVIEW - GF.1MM PIANf LAY OUT
ALII-REP-MO-PR-04 - PIPE Iii P111104-SIRIICNFNL CALICILl N NOTE
ALIT-ITEP-IhPR-04 (Sht 6/6) -PEE NAM PO4-MM SIRWillURE LRCIION DING
MASIFR-M-GEN-0115E1110 SKIDS -EASES DE DISEpO PARR E4RMMIAS ME11i
RELATED DOCUMENTS:
AEU-IIEP-N-PR-04 (sht 1/6) -PIPE RACK PRM-STEEL SrttUMM Gl7ENAL ! DETAIL DWG-PAl 1 to 4
ALU-011ii-M-M-04 (ft 3/6)-PR04-SFEELL STRUCTURE GENERAL ! DETNL DWG-PlAi 6 10 16 k 19 M 45
AL.U-NEVI-PR-O4 (Sht 4/6) -PIPE RACK PR04-5LEEL WNUMURE GEIIERAL ! DErNL DWG -PARTS 17 6: 16
NL-REP-M-PR-04 (Sht 5/6) -PPE RACK PR04-SEEEL 51RU=FtE MEW 4 DETAIL DWG -PART 26
NOTES:
I -ALL WELDS A0001110I0 1 Ars m-1 5n61CR Al. WFIONG CGOE
2-S NPES ,FLAPS ,BYES /WIALES : ACCOF N9 m AM A-36 Snit
3-ALL Sn61CIUW BOLTS ACO1010M ro AM A325-x
4-160H Srlli BOLTS AM AM SNAIL MAE A 4 mm FLAT IIARDOED WAWER
5-HON SnEWGIH OM35 AM AM EMS AND WASHERS SHOULD E ZIMC C00ED
BY HOT OP PIDCl33 ro A153
6-00HECIgNS FOR ENtDRNS WALL E COMM WM E 1/2' 801M N N9 316 MAT. R
7-IDf 6DIGIEO INFIDNOB sHN1 E 00NINWI/S. WIRI LEG SlE EDIIv. ro 1FE WHEMm U
MMERNL 10 W TINE
6-SR6ICRIIW. slFil 9EIML E OOArm AOCOPONO ro DOCUMENT AEU-3414-Y-PANT 9PECE1GWI611
(PROIEcnvE COMM SPEOInCA w FOR SEF1. SR6ICRI M
9- PULL NDED WIFRML - SUPPLIED N ACORDANDE Vi S"UMMI E L
OEM MANUAL
SA4 - BOTRN4 OF Sill
- TOP OF STEEL TAA Q
taa - tGP OF GRAtNa 5
oG - 10P OF CONCREIE
5 AS SHOWN 0 /03/08 ITEP
4 AS SHOWN 31/01/08 ITEP
3 AS SHOWN 28/12/07 REP
2 AS SHOWN 16/11/07 nEP
1 AS SHOWN 14/11/07 REP
0 FOR CONSTRUl 23/10/07 REP
B FOR APPROVAL 22/10/07 REP
A PRELIMINARY ISSUE 16/10/07 REP
REV DESCRIPTION DATE DRAWN APPROVED
REVISIONS
ORDER # ALU 3414
THIS DRAWING IS THE PROPERTY OF CONTRACTOR
CONVE&NVS INC. AND THE INFORMATION Conve & AVS Inc.
CONTAINED HEREIN IS PROPRIETARY
INFORMATION WHICH IS NOT TO BE 10691 North Kendall Drive, Suite 303B
DISCLOSED TO ANYONE OR REPRODUCED Miami, Florida, 33176-USA
WITHOUT THE PRIOR WRITTEN CONSENT OF A
CONVEdEAvs INC. CONTRACTORALLIED NEW TECHNOLOGIES INC.
FLORIDA - USA
DRAWN 1e/10/07 PIPE RACK PR04 - PART 5
ITEP
CHECKED I P 16/10/07 STEEL STRUCTURE GENERAL & DETAILS DWG
ISSUED 16/10/07 SUE DWG NO. REV
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PARTS 06 TO 16 do 19 TO 25
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G
LO
\ L/471FOR COOPER GROUND BUS DETAIL
SEE DWG NO. ALU-ALAS-E-DT-064
07 1
OR 03 8 BOLT
"
So
w
115!11 [4 1 21
L 7535 HEA 160
N
C
n
u
4' 11/161
u
DETAIL 7
- s
DETAIL 6 I " TYPICAL FOR EARTHING LUG (AISI 316)
DETAIL 1
SECTION B-B
5
OPOSED WORK
P1 P`NS ADD All PR ORREC110N5
�'HESE
AND SUBJEC110 ANY C 1HA1
BY FIELD It' ORDER TO
REgUIRED
MAY BE t4ECESSARP IN
CODES
W11H ALL A 1219 [41
COMPLY -- -- —
1 I n
u
I�
iA
I o
i 1 160x80x8 - PULTRUDED
to
I I�
24M [81
SECTION C-C
4 I 3
2 1
STEEL MATERIAL LIST
SHAPE
LENGTH
WEIGHT
PL 3/4" 1.67m= (2592in� 250 Kg.
PL 3/8"
2.320 (3600in�
173 Kg.
PL 5/16"
4.71 m2 (731 Oin�
292 Kg.
PL 1 /4"
0.580 (900in2)
29 Kg.
PL 1 /2"
0.02m' (31 in:)
2 Kg.
HEA 200
70.15m (230')
2967 Kg.
HEA 160
427.61 m (1402")
13000 Kg.
IPE 160
95.46m (313')
1508 Kg.
L 75x5
17.38m (57")
127 Kg.
TOTAL
18480 Kg.
STEEL MATERIAL AISI 316
SHAPE
LENGTH
WEIGHT
L5Ox5
12.60m (41'-4")
46 Kg.
TOTAL
46 Kg.
PULTRUDED MATERIAL LIST
SHAPE
LENGTH
WEIGHT
1 160x8Ox8
219.6m (720')
984 Kg.
L 75x6
36.29m (119')
57 Kg.
11041
TOTAL
Kg.
BOLT LIST
TYPE
LENGTH
I QTY.
BOLT 05/8"
1 1/2"
864
BOLT 01/2"
1 1/4"
720
BOLT 01/2"
1 1/2"
360
THREADED ANCHORS
MATERIAL
ADHESIVE
IMAMETERI
LENGTH
I QTY.
HAS-E (Grade 5.8)
HIT-HY 150MAX(HILTI)
3/4"
11"
72
�i
C
REFERENCES:
ALU-3414-C-GENERAL REVIEW - GENERAL PUNT LAY
Alll-REP-NC-PR-04 -PIPE RIVCK PR04-STRUCTURAL CALCUTATKIN NOTE
ALU-ITEP-M-PR-04 (Sht 6/6) - PIPE RACK PR04-STEEL STRUCTURE ERCIION DWG
MASTER-M-GEN-DISERO SKIDS -BASES DE DISERO PARR EsTRUCTIRAS NETALICAS
RELATED DOCUMENTS:
All-REP-M-PR-04 (Sht 1/6) -PIPE RACK PR04-STEEL STRUCTURE METAL k DETAIL DWG -PARTS 1 to 4
ALU-ITEP-1111-PR-04 (Sht 2/6) -PIPE RACK PRD4-STEEL STRUCTURE M ERAL A: DETAIL DWG -PART 5
&U-ITEP-1111-13R-04 (Sht 4/6) -PIPE RACK PR04-STEEL STRUCTJRE GENERAL k DETAIL DWG -PARTS 17 6: 18
ALU-REP-M-PR-04 (Sht 5/6) -PPE RACK PR04-STEEL STRUCTURE W ERAL & DETAIL DWG -PART 26
NOTES:
1-ALL WELDS ACCORDRIC 70 AWS D1-1 STRUCTURAL01G WELDCODE
2-SWM ,PUTTS ,BAiiS A40M : AIXx0111146 TO Al A-36 STEEL
3-ALL STRIICNRAL BOLTS ACCOMMG To AM A325-x
4-HIGH SRIENGIH BOLTS AM A325 SFVLL HAVE A 4 mm MT HARDENED WASHER
5-HIGH STNDM BOLTS ASIII A325. NUIS MID WASI#RS SHOULD BE ZINC COATED
BY HOT DIP PROCESS TO ASIM AIWI
6—RECTIONS FOR INN MILS SHALL BE EXECUIm WITH 6 1/2" BOLTS M AM 318 MAT.
7-NOr NDM70 WELEGM SHA1 BE CONIMUOA WITH LED SIZE T90UAL TO THE CONVECTED
Milli MHU M THK
g
Sl STRUCTURAL STEEL OWL BE MATm ACOORDMG TO DOCUMENL• &U-3414-1111-PANR SPECF7GTION
(PROTECIWE COMM SP8*rA7KN FOR STEEL SIRI nAM)
0-PIIL7RUDED AN7ERK - SUPPLIED M ADGRDANM WTIH SIRONOWEM
DESING IMNUAL
B.OS, - BOTTOM OF STEEL
T.O.G. - TOP OF
T.oc. -TOP of GRATMI 5
GRAT Q
D.C. - TOP OF CONCRETE
5
AS SHOWN
03/03/08
T1EP
4
AS SHOWN
31/01/00
REP
3
AS SHOWN
28/12/07
REP
2
AS SHOWN
16/11/07
REP
1
AS SHOWN
14/11/07
REP
0
FOR CONSTRUCTION
23/10/07
REP
A
FOR APPROVAL
22/10/07
REP
REV
DESCRIPTION
DATE
DRAWN
APPROVED
REVISIONS
ORDER # ALU 3414
THIS DRAWING IS THE PROPERTY OF
CONVEdrAVS INC. AND THE INFORMATION
CONTRACTOR
Cone & AVS Inc.
CONTAINED HEREIN IS PROPRIETARY
INFORMATION WHICH IS NOT TO BE
10691 North Kendall Drive, Suite 303E
DISCLOSED TO ANYONE OR REPRODUCED
WITHOUT THE PRIOR WRITTEN CONSENT OF
Miami, Florida, 33176-USA
4
CONTRACTOR
ALLIED NEW TECHNOLOGIES INC.
CONVEdAVS INC.
FLORIDA - USA
PIPE RACK PR04 - PARTS 06 TO 16 & 19 TO 25
DRAIN"
ITEP
19/10/07
STEEL STRUCTURE GENERAL & DETAILS DWG
CHECKED
IT
19/10/07
ISSUED
SIZE
DWG No.
REV
P
22/10/07
D
ALU-ITEP-PR-04 (Sheet 3/6)
5
iY-dj-,
SCALE 1 /2"=1 "
SHEET 3/6
2
I1
8
1
7
6
4
3
901%=IN
1�0 [5 , 1
1/2'J � I
B DUAL
g
I
C,
1
FOR B1
HEA160
HEA 160
00
ANCHOR BOLT
IYP.
— — — —
90
3 9/161
49
50 [1 15 16')5.7
r
I
•—•
---_—_
---_--
--------
411 [1'-4 3/16'
d`
R_
HOLES f7 16"
F
°
i
I
P 8
EA200
FOR f3 8 BOLT
$
-
I
DETAi 8
,
'
I
_�
�
�
!0
_
I
-
_
x
I
HEA160
o
a
�
a
I
N
13
_f
DETAIL
3
u
am 5
•
�-
• w
I
FOR f5 8 BOLT
7
10
I
�
� r, 75x6
1160x80x8
2 1 1
111-9 5/81 STEEL MATERIAL LIST
HOLES f1 1/4' FOR 01•
rE THEM ANCHORS Hill
GRADE 5.8 FDOD Ill Him
HR-W ,50NAX ADHESNE
(ONLY N BASE PIAIE)
SHAPE
LENGTH
WEIGHT
PL 3/4" 0.185m` (287in� 28 Kg.
PL 3/8"
1.125m' (1745in2)
84 Kg.
PL 5/16"
0.5550 (861 in�
34 Kg.
PL 1/2"
0.080m' (124in�
8 Kg.
IPE 160
2.44m (8')
39 Kg.
HEA 200
12.20m (40')
516 Kg.
HEA 160
36.60m (120')
1113 Kg.
L 75x5
1.220m (4')
9 Kg.
TOTAL
1831 Kg.
I ---- — HEA760 -- -- -----_ I HE W'i 10 3 HO f 1 16' au Ln 1/0 I
r PULTRUDED FOR f5 8 BOLT � / * BUS D�A<
g * 120 4 ,1/18'J SEE DWG NO. II AW-ALAS-E-DT-084
I i I _ �J ' " H�►1so PULTRUDED MATERIAL LIST
2032 [gam 2032 [6' r 25 [11 HOLES 1N9 16
I I ee 3 t rl .. 5Q SHAPE LENGTH WEIGHT
6 I C " 5' [1'-8 3/4� 50 [1 15/1 FOR f1 2 BOLT u 1160x80x8 19.52m (64') 87 Kg.
I I L516' DETAIL 5 L 75x6 4.27m (14') 7 Kg.
HEA160 = �� H 09 16" N
L.-.—.— — - —_ •—•—•—•—•—•—•—•—•— 1�i3 FOR f1 2 BOLT .: : .:. - TOTAL 94 Kg.
—.—.—.—.—. —.—.—.—.—. BOLT LIST
``
1219 4 1219 [41 6oee [� _ : • . . , . . •
� 70 2 3 4� 50 [1 15 18') •.
A PLAN VIEW — LEVEL 3
"F"160 .• DETAIL 1
2�38 [8') 6098 [20'J 2 1 $ n H 1 SCALE 1' - 1'
DETAL 4 B DETAL 7 I Ci L o M L 5OX5 HEA 160
HEA200 I �' 5
TYPE
LENGTH
l
BOLT 05/8-
1 1/2"
56
BOLT 05/8"
1 3/4"
24
BOLT 01/2"
1 1/4-
56
BOLT 01/2-
1 1/2"
48
HEA160 p " FOR Lmminia x (A9 316)
$ 20 [1318� -- r* THREADED ANCHORS
HEA 160 V,
cy ,
ao
$ 31 HOLES 011 16" o
FOR 05 8 BOLT 11 1 \ = 10 3
MATERIAL
I ADHESIVE
IDIAMETERI
LENGTH
OTY.
WAS-E (Grade 5.8)
1 HTT-HY 15011AX(HILn)
I 1'
1 14'
1 8
1 16OXBox8 1 160x60x8 I ] / 3 8 7s ^ R _ GR 50 1 1 soxBOXB 0 T EL MATERIAL AISI 316
_ PULTRUDED _ PULTRUDED $ 8 1 31516'J N� n $
_--- - I I I I I I HEA2oo HEA16o'^ N N HEA200 1 x _ HEA 16 PULTRUDED
J J ' T
^ FOR f3 8 BOLT
C
x 118ox1i0x8 1 18ox8Ox8 x DID � ° a'6 I v P 161, - - g 152 [� 7 x N� [3 1/21 [i
PULTRUDED PULTRUDED x a a3 $ P�SL7 $ P. 160 = H 16"
-- - --- -- I I $ I I I I 1 •• FOR f1 2 BOLT
nP7AII 7
DETAL 2 1 [5 1 DETAIL 4 94 [ 11/161 REFERENCES:
NA-M14�}-0BE1tAL MIEN - 004M FWR LAY OIR
I = _ NL-RFP-MC-PR-04 - PIPE RAC( REW-SRUICNRN. CALCULATION NOTE
HEA200 - a HEAl6o 0 6r. DETAIL 6 �-�-M-PR-04 (SIN 8/8) - PPE RAC( PR04-SfEE1 SRiUCNRE WnDl 011
--_--- ---- --- —_-- ---- _--- -- _ I FOR 05 8 BOLT W►SIER-Y-ODI-DISENO SIODS-BASES DE DISENO PAPA LSRtuCTuRvis LErmim
J RELATED DOCUMENTS:
03MK ! OEDL 1/0) -PPE •• MM-IRPiFPR-04 (StWGf Mill SIRUCRDE OMG-PARIS 1 b 4
1219 [41 1219 [4'] 1016 [3'-41 1018 [3 -41 1016 [3 -41 1016 [3 -41 O16 -41 1018 [3 -4' PL 'Al&U-REP-m-M-04 (sit am -PPE Mail PN04-sm SIIax w well ! all DN r iii; 5
3 [ FILE 104 [4 1 110 [5 /21 ALAI- U"1111-PR-04 (SIN 3/6) �IOhSRII. SIRICOIRE OBEIML t DETN. ONG-PROS 6 TO 16 ! 10 TO 25
A I B PLAN VIEW —LEVEL 2 I A s , [4 , AlU-11EP� PR-04 (W 5/6) -PPE 1= PM4-STEEL SIRUCUE OBENN. k DEVIL DINT -PARE S
2438 [8] 8096 [201 �, ` — NOTES:
i-ALL WELDS ACCORDING 70 ANS DI-1 SIRIICNRAL WELDING CODE
PART-18 PART-17 HEA200 ♦ "'� HEAT so HEA , 60 '� F 2-SHAPES ,PLATES AVIS JANGLES : ACCORDING M AS1M A-36 sIm
.—.—.—.—.—..—.—•—•—•—.—•—•—•—•—•—•—•—.—•—•—•—.—.—.—.—---�--- PL 3 8" r "� � 3-ALL-X
is r 4-HIGH SIRRGIH BOLTS ASOA A325 SHALL HWE A 4 mm FLAT HAROM WASHER
54M SIRENGIH BOLTS ASIM AM NUTS AND WASHERS SHOULD SE 2NC COATED
E i 10 OD 3 15/16� FOR 03f8 ' BOLT 50 [1 1 In � BY HOT DP PROCESS m ASIM A153
300 [1113�300 1181' 13 1 5 I i PL 3 8" [3 FOR 05f8 BOLT 1 118 [4 9/18'J �m 7� WELDINGS SHALL BE C NTINIL . WITH LED SIZE EW& TO THE OONNEM
/2' BOLTS IN All 316 WT.
'� MATERIAL MINU M TAN(
[ I I W11115
TYP SHEB. SHALL BE WA7ED ACCORDING M DOWNIER: AW-3414-M-PNNF SPECF1CA71ON(PROIEMIVE COATNG SPECI ICATION FOR STEEL SIRUCRMTYP s I 1 3 18� =ii
o L7RUDFD tMTF]RAL - s1PPum IN ACaRpWCE wmN S1RONcrrel
I PIPE RACK PR04 I -- EA160 H DD N TMP &I 3 1/8 ass -DESING
MANUAL
Bor,DM sIm
PARTS 17 do 18 I FV \ T.O.S. - MP OF Srm
or ' n e L J FOR f5 8 BOLT T.O.G. - TOP OF GRARNG 5
�' �J N is 11.O.C. - TOP OF CONCRETE
i DETAL 1 I HEA200 PL 5 16" I
I $
TYP 3 [ 7 P
P. 3 [ :Lys PLANS AND ALL ROPOSED WOks
DETAIL 8 5 As SHOW 03/03/08 �P
CORRECTIONS 4 AS SHOWN 31/01/08 REP
®—.---•—•—.— ®.—•—•—•—•—•—•—•—•— — — — — — — — — — — —[E-1
DETAIL 2 AND5UBJEGTTOANY 3 AS SHOWN ze/,2/o7 ITEP
Ffi Trt�7 RE6ZUIRED BY FIELD INSPECTORS TAT
2 AS SHOWN 22/11/07 ITEP
PLAN VIEW — LEVEL 1 MAY BE NECESSARY LI ORDER T 1 AS SHOWN 14/11/07 ITEP
1212 [41 12119 [41 OMPLY WITH ALL APPLICABLE CODES. 1219 [41
0 FOR CONSTRUCTION 23/10/07 ITEP
LEVEL 3 �� 6 81 [3 3 18'j 'UAL 5 LEVEL 3 LEVEL 3
A FOR APPROVAL 23/10/07 ITEP
HEA180 HEA160 HEA160 P 1 0 REV DESCRIPTION DATE DRAWN APPROVED
REVISIONS
_ I 1I1
$ I $ 11j �• $ DETAL 2 $ u ORDER # ALU 3414
p�7/ OETALL 8
w x I x I LEVEL 2 DETAL 7 too [5 1 III e. = 3/1 [t'-2 5/8� LEVEL 2 4 = LEVEL 2 I " COINVEd WVS" INC. THE PROPERTY OF AND THE INFORMATION
CONTRACTOR Conve & AVS Inc.
OLTAL 2
° HEA200 HEA160 I 1 j •I'rlr CONTAINED HEREIN IS PROPRIETARY
o HEA200 t 116OX80XB - PULTRUDED INFORMATION WHICH IS NOT TO BE 10691 Noun Kendall Drive, suite 303E
A = = i I DISCLOSED TO ANYONE OR REPRODUCED Miami, Florida, 33176-USA
tit tit _ S 2 _ _ F �° WITHOUT THE PRIOR WRITTEN CONSENT OF
CONTRACTOR
hL y$ I e �� g$ 1 1 $ $$ CONVEdrAVS INC. ALLIED NEW TECHNOLOGIES INC.
LEVEL , I Z�, OL7AL 3 LEVEL 1 ti��� i I DETNL 7 FLORIDA -USA
dL
III tX I
DETAIL 1 Tit`. i DRAWNITEP z2/1o�07 PIPE RACK PR04 - PARTS 17 & 18
.w15� t ..ri.
2�8 6 2�8 6 CHECKED ITE 2z/1o/o7 STEEL STRUCTURE GENERAL & DETAILS DWG
1219[47 ,219[4� [7 I [7
2438 [8'] B098 [2G) •IF ISSUED SIZE DWG N0. REV
VIEW A —A SECTION B—B SECTION C—C IT 23/'0/07 ALU-ITEP-M-PR-04 (Sheet 4/6) 5
8 7 6 SCALE 1/2-1-1" SHEET 4/6
I ,log 2 1
SHAPE
LENGTH
WEIGHT
L5Ox5
1.52m (T)
1 6 Kg.
TOTAI
1 6 Kg.
C
N
0
h
8 I 7 I 6
I IC DEVL 6 I ID I IC
HEA780
-- ----- HFA160
11
A I j a a A , a �,
011 I r g l r
® g HEA160 ��, = HEA780 N
B 13 t2'-g1 I I I B
18" [61 1, 2032 [6'-81 1 2032 [6'-81
f_._._._. ._._._._._ I ......
HEA180 I
C D
5893 [19'-41
PLAN VIEW - LEVEL 3
5893 [1s'-41
I IC DEVIL a I ID
HEA160
I
�
A
r
l
t D
813 [2'-81 I 1016 [3'-41 1 1016 [S-41 l 1016 (S-41 /1I D[
0 PLAN VIEW -LEVEL 2
5
v5893 [19'-41
t 781
[7 7/81
N
I MTAL 1 PIPE RACK PR04 - PART 26
:-9. - ._._._._._._._._.—.—.—.—•—•—.
PLAN VIEW -LEVEL 1
DETAIL 5
5
HOLES 01' FOR f3/4'
1HRE4DED ANCHORS Hill
IC
I
Hrt-HY 15MO ADHESIVE
(ONLY IN BASE PULE)
$
�I
u
2.
—
A d
A —
w II w
g B 813 [2'-81
PLAN VIEW - LEVEL 5
III
813 [2'-81
PLAN VIEW - LEVEL 4
HEA 160
fill
8 = 10 3 81
GR 50 1 1 /161
L75x6
EL L75x8
1160x80x8 r
HEA 1 PULTRUDED - r
� m
[3 1/21 1 $
DETAIL
11 5/81
. EA 200
OLT 3 Cr
1
r $ m
m
ua a 1 "'
— to N
g a
HEA 200 100 [3 15/16'J
DETAIL 3
FOR
i3
CL SECTION B-B
t9
V1
9
35 [1 3/81
SECTION A -A SECTION C-C
8 7 6 5
atv
0
PL 3/4"
BOLT
a,: hu�fua:ZF;Zd1I:DM,,I&VI]AT:l�
SEE DWG NO. ALU-ALAS-E-DT-064
m Z
M 5
n
DETAIL 1
IPE160 n
j I I wx80x8 - PULTRUDED I o
. I
24M [81
SECTION D-D
4
m
M
N
PL 3 8"
HEA 2DO
.100 L3 1515 161
.n Ell I III I
3
20 [13 161
TEA 160 1!7m
m
LJ
)LT
115 [4 1121
HEA 160 a
u
4'[ 11/161 W
- -
LT DETAIL 6
TI'. IIr HOLE 011 18"
FOR 9 BOIJ
8 95 3 3 41 1 5
DETAIL 5 -
• t'
20 [t3/161 coo
2 I 1
STEEL
MATERIAL
LIST
SHAPE
LENGTH
WEIGHT
PL 3/4"
0.0931l (144il
14 Kg.
PL 3/8"
0.268m' (416inl
21 Kg.
PL 5/16"
0.2761l (427inl
18 Kg.
PL 1/4"
0.0321l (50in')
2 Kg.
HEA 200
11.96m (39'-3")
506 Kg.
HEA 160
24.22m (79'-8")
737 Kg.
IPE 160
10.32m (33'-10")
163 Kg.
L 75x5
1.68m (5'-61
12 Kg.
TOTAL
1 1688 Kg.
STEEL MATERIAL AISI 316
SHAPE
LENGTH
WEIGHT
L5Ox5
1.02m (3'-4")
4 Kg.
TOTAL
4 Kg.
PULTRUDED MATERIAL LIST
SHAPE LENGTH WEIGHT
1160x80x8 12.20m (40') 55 Kg.
L 75*6 2.135m (7') 4 Kg.
TOTAL 59 Kg.
BOLT
LIST
TYPE
LENGTH
QTY.
BOLT 05/8"
1 1/2"
62
BOLT 01/2"
1 1/4"
40
BOLT 01/2"
1 1/2"
20
THREADED ANCHORS
MATERIAL
ADHESIVE
JDAMETERI
LENGTH
L QTY.
HAS-E (Grade 5.8)
HIT-HY 150MAX(HILTI)
3/4'
11'
4
0
A
u
REFERENCES:
r�
ALU-3414-C-GENERAL RENEW - GENERAL. PLANT LAY OUT
�.
ALU-REP-MC-Il - PIPE RACK PR04-STRUCTURAL CALCULATION NOTE
ALU-REP-M-PR-04 (Sht 6/6) - PIPE RACK PR04-STEEL STRUCTURE ERCTION DWG
MASTER-M-GEN-DISEAO SKIDS -BASES DE DTSERO PARR ESTRUCTUll METALICAS
g TYP.
RELATED DOCUMENTS:
ryg1 3 [1 81
ALU-ITEP-M-PR-04 (Sht 1/8) -PIPE RACK PR04-STEEL STRUCTURE GENERAL k DETAIL DWG -PARTS 1 to 4
IPEt 0
ALU-TTEP-M-Pl (Sht 2/6) -PIPE RACK PRD4-srEEL STRUCTURE AL
ALU-REP-M-PR-o4 (Sht 3/6) -PPRO4-STEEL STRUCTURE DETAIILDWG-PARTS°6 O 10 & 19 TO 25
ALU- P-M-PR-04 (Sht 4/6) -PIPE RACK PR04-STEEL STRUCTURE GENERAL k DETAIL DWG -PARTS 17 h 18
NOTES:
1-ALL WELDS ACCORDING TO AWS D1-1 STRUCHIRAL KLDING CODE
2-SHAPES .PLATES .BARS ,ANGLES : ACING TO ASIM A-38 STEEL
011 a 8
3-ALL STRUCNRAL BOLTS ACCORDING TO ASTM A325-x
FOR 95 8 BOLT
4-HIGH STRENGTH BOLTS ASTM AM SHALL HAVE A 4 ram RAT HARDENED WASHER
80 3 1 81
5-HIGH STRENGTH BOLTS ASTM A= NUTS AND WASHERS SHOULD DE LAIC IODATED
D ETAI L 4
BY HOT DIP PROCESS TO ASTM A153
6-CONNECTIONS FOR HAIDRAIS SHALL BE DEMED WITH 9 1/2' BOLTS N AS 316 WT.
THESE PLANS AND ALL PROPOSED W
RI?- INDMATEO N DINGS SHALL BE OONTKJOUS, WITH LED SUE EOUNL TO THE CONNECTED
AND SUBJECT TO ANY CORRECTI
S �i 1W
REQUIRED BY FIELD INSPECTORS T
T STEEL SHALL BE caoo TED ADD RDING TO mww. ALU-3414-M-PANT SPEOmTON
MAY BE NECESSARY IN ORDER T
O-PULTRUDED MATERIAL - RIPPUED IN ACORavrrE WITH STR0NGKLL
COMPLY WITH ALL APPLICABLE CO
S. DESING K w K
I.O.& - BOTTOM OF STEEL.
T.Oa - TOP OF STEM
,%
T.O.a - 70P OF GRATING 5
5
.aG - TOP OF CONCRETE
r1P
5 AS SHOWN 03/03/08 REP
a
4 AS SHOWN 31/01/08 ITEP
O -
3 AS SHOWN 28/12/07 REP
43 1/
2 AS SHOWN 16/11/07 REP
?; L.
1 AS SHOWN 14/11/07 REP
DETAIL 8
0 FOR CONSTRUCTION 23/10/07 REP
A PRELIMINARY ISSUE 23/10/07 REP
REV DESCRIPTION DATE DRAWN APPROVED
REVISIONS
ORDER # ALU 3414
THIS DRAWING IS THE PROPERTY OF CONTRACTOR
CONVEArAVS INC. AND THE INFORMATION Conve & AVS Inc.
CONTAINED HEREIN IS PROPRIETARY
INFORMATION WHICH IS NOT TO BE 10691 North Kendall Drive, Suite 303B
DISCLOSED TO ANYONE OR REPRODUCED Miami, Florida, 33171l
WITHOUT THE PRIOR WRITTEN CONSENT OF
Q
CONVE&AVS INC. CONTRACTOR
50 [1 15/161
ALLIED NEW TECHNOLOGIES INC.
1 `'
FLORIDA - USA
Hol 09 16"
DRAWNPIPE RACK PR04 - PART 26
L 5W
ITEP 22/10/07
TYPICAL FOR (An 316)
CHECKED STEEL STRUCTURE GENERAL & DETAILS DWG
EARTHING LUG
' P �/'°/°'
ISSUED EP 23/10/07 SIZE DWG NO. REV
ALU-ITEP-M-PR-04 (Sheet 5/6)
D 5
SCALE 1/2"-1" ISHEU 5/6
3
i IY47 2
11
I
14
PLAN VIEW - LEVEL 4
PLAN VIEW — LEVEL 3
M �
I � u
I
1 I e
ST-141 q
1 1
1 1Al
W
I n
N
B � —w �
1 DETAIL 14
I 8
PLAN VIEW - LEVEL 2
T I
n
7
PART 28
PART 27
L03
pm
PLAN VIEW -LEVEL 1
8 7 6
69
AL
A
5
SECTION A
1220
4 I 3
'-4 7/81 1220
4
Lf
2
M
0
I
C>
G
a
to
P
IT"t
O
N
�
\
�
M
3
N
�Oi
rj
C
w
N
u
Cl
3
Do
ST
14 A
SHAPE
LENGTH
WwIT
HFA 2 00
2O4m (
862
HFA 1 00
259m (85
788
PE 100
toDm 33
158
L 75e5
Dim
5
UPNI5O
15.2m
266
L f-311ir
6.1m
22
PL 3
1 (310110
1 304
PL 1/4
~
1 29
PL 5 it
I Ure 1
50
PL 3/8"
I O1
11
0
SECONDARY
BUILDING
S-14
UTTIOTwe
S-11
s [12'-9 3j,
LAY OUT
-1 3/8-j
N:63215 N:56845
-- -4 3 4 186 -6
sTm IIIATFRIAL asl 316 C
�
LN
X.
"M
G
WE1DIR
BOLT I5
1 3 4'
56
15O5
IZft 5
6 Kg.
BOLT
1 1 a
104
TOGY 8 Kg.
BOLT H
1 1 4
104
BOLT B1
1 1
100
MATERIAL I ADHESIVE
IDLAMETERI
LENGTH I
Q!a.
HAS-E (Grade 5.8) HIT-HY 150MAX(HIL11)
3/4'
11'
IPE160
I I
REFERENCES:
1
AWU-179" CN N RACK PR04 RR-SiRUCIURAI CALgUTM NOTE
mom-M-'D+ 1-0ISFAO ww-BASES DE DSEND PARA ESIRUCRIRAS NEfx=
DETAIL 3
a l DETAIL 4
a 1 DETAIL 5
LEVEL 3
w
RELATED DOCUMENTS:
TYP.
TYP.
I I
AIM-REP-M-PR-44 Kr(Sht 2/2) - PPE RACK PRO4 PARTS 27 t 2B-STEEL SIRUCRIRE DETAILS OW
I
NOTES:
I
1--ALL WELDS ACING TO AWS D1-1 STRUCTURAL WELDING CODE
H 00
1 180180x8 - PULTRUDED
I
2-SHAPE ,PLA7E 'BARS ANGLES : ACCORDING ro ASTM A-36 Sim
3-ALL SIRUCRKAL BOLTS ACCORDING ro AM AM GRADE 80 (CLASS 2)
V[1'-4
791 [2'-7 3/16� 1649 [5 -4 7/89
4AlL DOLTS ,NUTS d WASHERS SHALL ICE IN ANSI 304 MAIEIM
5-PUI.TRUDED Milli - SUPPLIED N ACORD ANCE WRM FIBE%N1EANUAL
791 [2 1649
[5'-4 7/81
1 2440 [8'-0 1/161
� auwANTEE THEE CORRECT CONNECTION AND Y aF THE WHOLE SM
I
440 [8'-0 1/16'
STRUCTURE6-N
�NECLMm4S1MATERIAL) AISf BE FDD NEAR TO EKLr
CONNECTIONS BEIMEN COLUMNS A SIE4
_ NINTO SHALL BE COUOUS, WITH LED SIZE BMW THE CONNECTED
7
1
MATERIAL. M INIIIIIUM
1
1 L
6-snwuRAL STEEL SHALL BE COATED ACCORDING ro DOCUMENT: AL-3414-M-PANT SPEDFICIDION
[1
2
[1 2
PROPOSED WbRK
( COAL SPopRDARON FOR SEa STRUCIURES)
THEE PLANS ANLR ALL
CORRECTIO
9-PULIRUDED INTERK - SUPPLIED IN ACORDANCE WITH SiRONOWEtL.
DESING MANUAL
I
A D SUBJECT TO ANY
INSPECTORS TV
10-N ORDER 70 GUARANTEE THE CORRECT CONNECTION AND CONTINUITY OF THE WHOLE STm
STRUCTURE EARTHING LUG, AN L5"50 00 316 MATEIW MUST BE I = NEAR TO BOLT
REQUIRED BY FIELD
CONNECTIONS BEAN COLUMNS AND Ell
MODULE I
I MODULE
IN ORDER T
S-11
I
I
S-14
WAY BE NECESSARY
ALL APPLICABLE COI ES.
M
01/04/08 ITEP
FOR CONSTRUCTION31/03/oe
ITEP
1
I
WITH
I
I
CQMPLY
e
AS SHOWN REP
REP
g
I
I I
I I
g
g
D
AS SHOWN 07/03/08 REP
REP
I=
I
I I
I I
C
AS SHOWN 29/02/08 ITEP
REP
8
AS SHOWN 11/01/08 ITEP
REP
A
FOR APPROVAL 30/11/07 ITEP
REP
I
I I
I DETAIL 9 DETAIL 10 I
REV
DESCRIPTION DATE DRAWN APPROVED
DETAIL
11 I I
LEy L 2 1
REVISIONS
•
I
ORDER #
ALU 3414
I
THIS DRAWING IS THE PROPERTY OF CONTRACTOR
CONVEArAVS INC. AND THE INFORMATION Conve & AVS Inc.
I
1160x8Ox8
CONTAINED
HEREIN IS PROPRIETARY
"
I PULTRUDED I "
INFORMATION WHICH IS NOT TO BE 10691 North Kendall Drive, Suite 3D3B
}
y
DISCLOSED TO ANYONE OR REPRODUCED Miami, Florida, 331 ]6-USA
WITHOUT THE PRIOR WRITTEN CONSENT OF
q
;•
CONIE&AVS
INC. CONTRACTOR
ALLIED NEW TECHNOLOGIES
INC.
95 [
/4' , 649 [5' 7/81
95 [ /41
[5' 7/8� /4�
t /+1 1649 95 [
FLORIDA -USA
919 [3'4 3/161 919 [3'-0 3/161
919 [3'-0 3/161 919 [3'-0 3/161
1839 161-0 3/81
183E [6'-0 3/8-1
DRAWN
PIPE RACK PR04 INT - PARTS 27
& 28
ITEP 30/11/07
VIEW B
SECTION C
CHECKED
IT 30/11/07 STEEL STRUCTURE GENERAL DWG
ISSUED
SIZE DWG NO.
REV
I 30/11/07
D ALU-ITEP-M-PR-04 INT (Sheet 1/2)
0
SCALE 1/4"= 1 ISHEEr
1/2
5
4
3-v
j 2
11
FBI
no
I
N
I
7
! 889 [2856 [2'-9 11/161 856 L7-9 11/161 856
1 10[/8'J 10[/81 10[/a1 10[/81
s7 [ 13/18' 31a r-o 5 16'
i m m
I �
Mo
'2'-9 11/161 _ 856 [2'-9 11/161 . 856 L�-9 11/161 _ 891 L7-11 1/161
10 [/87 10 r
10 [ /B7
369 [1'-2 1,11
m
I * m
I
CID
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I
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i
1
i
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I
ARM
amI
m
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--
a+
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i
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—
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-I
m
�
97 [3 13/ [2'-0 1/2 Mf 312 1' S 16' 75 [1 13/16�
11 6 11/16' 2 [10 9 161
174 6 8' 216 2' [8 1
2D [1 16' 4 6 [1'-6 3/8'
2118 [6'-ll 3/81 1946 [6'-4 5/8'
PL 5 16"
151111
[2 5/16'
�
. I HEA
� n
200
f1
FOBOLT
R f5 8
m
�
r
to
w
IL 911'
- Yo
n
g
� m
HEA 200 1
[3 15/16'
DETAIL 4
PL , 4"
SCALE 1' - 1'
T.00.
:2 II N
[
HOLES #in FOR 0/4'
THREADED ANCHORS HAS-
HIT-HY 150MAX ADHESIVE
(ONLY IN BASE PLATE)
M11
I6OX80X8
PULTRUDED
3896 F12'-9
10 [3/81 TYP.
L75OR 50 [21 GRATING GR 41 1 5/8' GRATING
�s r 7 ' 16
u u
n m 12
PULTRUDE'8 1 16 DES
TYP. A 1' HOLES f9 16 88 17 16� HOLES f9 16"
FOR ft 2 BOLT a l: FOR f1 2 BOLT
107 4.3 16'
in
DETAIL 9
SCALE 1' - 1'
FOR COOPER GROUND BUS DETAIL
SEE DWG NO. ALU-ALAS-E-DT-064
4 •1 u N
S. ;• #•
DETAIL 1
SCALE 1' - 1'
8
DETAIL 3
o SCALE 1 - 1'
n
HOLES 0 1 16"
FOR f5 8 BOLT
m 1 [5 ,
30 [,
u � m
HOLES Oil 16
FOR 05 8 BOLT
DETAIL 2
SCALE 1• - 1'
7 I 6
.F
-2 1 2-1
2591[10 31161
5
[1 15/16'
m
�
!P=
a
z
a
8
=
Al 2 BOLT
HOLES 09 16 "
I7 Ye
)s1 ra
1/1R9
FOR f1 2 BOLT
5, [21 DETAIL 10
1 16OXBOX8 SCALE 10 - l'
PULTRUDED
HEA 160
00
0
a GR 50 1 15/161
1180X80X8 u
PULTRUDED �
7 115 [4 1 2'
HEi1160
u � u
.. 4� [ 11/161 in
16
R f5 B BOLT in
DETAIL 8
SCALE 1' - 1'
Lo
i
3
8 [5 16-j
m
� m
°O � UPN160 � I I
u W
o —
$ g 31 I
10 [3/8' 56 f 1
ro 7 48 [11-p7-/81
I I UPN160
GR 1 9/16'
DETAIL 12
SCALE 1" - 1'
LR':fi�?7
50 (11 155/161
I I �
i3
L 504
(AISI 316)
TYPICAL FOR EARTHING LUG
7/81
� rvrt �a�u uvY.� I
GRATINGI I
� II
DETAIL 1
SCALE 1• - 1'
I
�i
3/161
[1 3/16'
THESE PLANS AND ALL PROPOSED WOR1" DETAIL 13
O ANY CORRECTION
SCALE 1• — V
AND SUBJECT T
REQUIRED BY FIELD INSPECTOR TO T
MAY BE NECESSARY IN Of CODES.
COMPLY WITH ALL APPLICABLE
h--
�
z
[
15/161
C m
r,
c' 2
1
FOR 01,
STAIR
�-
et
r tl
ST-14
1 180XBOX8
u
r,
II
PULTRUDED
w
z
IL
m
m
HOLES
FOR 01
L J
DETAIL 14
[2'
5,
SCALE 1 - 1
[2
4 I 3
1 [3 3/16' _m
u
HEA 160
i
DETAIL 6
1S
2
HEA 160
n
wo w-7
I,
I $ "
P 6" 1
G
05 8 BOLT 8 `j''
TYP
.
x 4!/
DETAIL 5 95 3 3441
SCALE 1' - 1'
FRP GRATING (FABCOGRATE) C
TH-1 1 2" BAR SPACE-1 1 2' 1 1 2•
Orr
MEASURES
wBCDI
2
2'-11" X S-9 1 16"
39
10
2'4 11 16" X S-9 1 16"
179
2
Y-11 1 16" X S-9 1 18"
37
TOTAL
2%
REFERENCES:
ALU-3414-C-SECUNIM BUILDING
NA-REP-Y-CN-PR 04 INT - PIPE RACK PR04 INT-SIRUCRIRAL CALCULATION NOTE
MASTER-Y-GFN-DISFAO SKDS-BASS DE DISEAO PAPA ESIRUCfM IETNJCAS
RELATED DOCUMENTS:
ALU-ITEP-"-.04 INT (Sht 1/2) - PPE RACK PID4 PARIS 27 a 28-STEEL SIRIICRRIE GE7EIK DWG
NOTES:
1-ALL WELDS ACDD DNG TO AWS D1-1 STRUCTURAL WELDING CODE
2-SHAPES ,PLATES BARS ,ANGLES : ACCORDING TO ASTM A-36 SIM
3-Al. SLRUCIUIK BOLTS AOCOIM TO ASIM AM GRADE BB (CLASS 2)
4-ALL BOLTS ,TUBS a WASIERS SHALL BE N ANSI 304 MIOEIK
5-PULTRIIDED MATETBAL - SUPPLED N ACON)ANCE WON FORK
DESNG MANUAL
8-IN ORDER TO GUARANTEE THE CORRECT CONNECTION AND COtRNUIIY OF THE WHOLE STEEL
STRUCRIIE EARRING M AN 15005050 (AIR 316 MATERIAL) MUST BE FRED NEAR TO BOLT
OOMECTIONS BEIWEOI COLUMNS AND STEEL BEAMS
7-NOT INDICATED WB.DNGS SHALL BE CONTINUOUS, WITH LEG SIZE EgML TO THE CONNECTED
11A,E'RIAL M1N9UIY TI#C
8-STRUCTURAL SIEn SHALL BE COALED ADGORDNG TO DOCUMENT: A11-3414-M-PARR SPECIFDIITION
(MTEDIWE COATING SPEMUTION FOR STEEL SIRUCIURES)
9-PULTRUDED MATERIAL - SUPPLED N ACORDANCE WITH STRONG u
DESING MANUAL
1041 ORDER TO GUARANTEE THE CORIECT °DNIECIION AID CONRNUIY OF THE WHOLE STEEL
SIRUCRME EARIFMIG LUG, AN M05M (AR 316 MAfllW LUST BE I= TEAR TO BOLT
COTNECIIOHS BETWEEN COLUMNS AND STEEL BEAMS
B.O.S. = BOTTOM OF STEEL
T.O.S. = TOP OF STEEL
T.O.G. = TOP OF WAM
T.O.C. = TOP OF CONC(ET
0
FOR CONSTRUCTION
01/04/08
ITEP
REP
D
AS SHOWN
31/03/08
REP
ITEP
C
AS SHOWN
07/03/05
ITEP
REP
B
AS SHOWN
29/02/08
REP
ITEP
A
FOR APPROVAL
11/01/08
REP
REP
REV
DESCRIPTION
DATE
DRAWN
APPROVED
REVISIONS
ORDER #
ALU 3414
THIS DRAWING IS THE PROPERTY OF
CONVE#AVS INC. AND THE INFORMATION
CONTRACTOR
Conve & AVS Inc.
CONTAINED
HEREIN IS PROPRIETARY
QD
INFORMATION WHICH IS NOT TO BE
10691 None Kendall Drive, suite 303E
DISCLOSED TO ANYONE OR REPRODUCED
WITHOUT THE PRIOR WRITTEN CONSENT OF
Miami, Florida, 33176-USA
CONTRACTOR
ALLIED NEW TECHNOLOGIES
INC.
CONVEaAVS INC.
FLORIDA - USA
PIPE RACK PR04 INT - PARTS 27
& 28
DRAWN
ITEP
11/01/0e
STEEL STRUCTURE DETAILS DWG
CHECKED
IT O
11/01/08
IssUtt
I P
"/01/Oa
sD
D
DWG NO.
INT (Sheet 2/2)
REV
RO
SCALE 1/4"=1"
SHEET
2/2
2 1
1
See Sheet
LD-02 for
Typical Detail
z
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PArCEL No, 4201-113-0001-020/9
OCCUPIED PROPERTY LINE
- --- Q-----o--------o----a----o-------0----0----0----a---- c-----o----c-- ���----o----o---- o----
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POWER NC
------------------------
PROPOSED COVERED CONCRETE
I j SALT STORAGE AREA - __
I 13,000 S.F. CONST. CONCRETE r tiF r-
f / LOADING AREA \` \ ------- U \ I III li) I Limit of
I F.F.E. = 28.00 \ ---� \
Fr = a \ \ \ I \ I Landscape o e,
In
Jz
z 3 Additional Landscape I; II 11 11
rea
_ - PROPOSED SATURATOR PITS it EXIST.
I� I COVERED CONCRETE
STORAGE
DOCK & I ;-�
j z (2,234 sf Total)----------
I ' I F.F.E =3L5 I 1 I
EXIST. CONCRETE , 1 1 EXIS I 1 1
0 WITH TANK 1 CONC. �AD I EXIST. 2' PVC K
' ' ' ' ENC. IN 4' PVC 1 1
iv I ' II I , J
RIRE I. PRC�GS=D I _--'Trr-7I-T-T-- 1� i I --------
(ACID)\
( �.. ONE
�---------- I I I 1
STORY�---_------�-J I\ 1 > 1
I I � BUILDING i L,
2SF0.0 i L JI L------ j
L-_-_--__1 II II I I 1lL. I)Z
PROPOSED EE=28.5 n l l a l
a I 2.000 S.F. aJI d G I i i a i i i CONCRETE
DRAIN FIELD on FOR TANKS y l I I \ I I \
° l l „cPvcfI- i i B i i S J \ i \ 11�n I [ n
L _ i_11_J - I IZ 1
4 CPVC 4" CPVC ' I in
30,000 GAL
CONC.
N N --� I i I EXIST. I SLAB
I F.F.E. 2j 3 TANKS
• • • • 7 • • • • •
/ i LP GAS
L
Landscape Data:
Exterior Landscaping
Vehicular Use Area along R/W/PL:
Rangeline Road. 866' 46' = 820'® 1tree/30' = 27 trees
Additional trees for Buffer not provided. 8 trees
Other PL: 2,15fol tree/30' = 72 trees
Total Exterior Trees required.'
113 trees
Landscape Area required along Rangeline Road.
866'x15' =
12,990 sf
Landscape Area provided.(3865(15)+(4805(10)
10,590 sf
Additional Landscape Area required. 4805(55r1.5 n
3,600 sf
Addtional Landcape Area provided-
3,879 sf
Interior Landscaping•
Vehicular Use Area: 185,577
sf
Interior Landscape Area required (1/18sf),•
10,310 sf
Interior Landscape Area in Islands required,
2,700 sf
Interior Landscape Area provided,
229,243 sf
Total Interior Trees required. (11180 sf, inc
1 per island) 57 trees
Total Trees required-
170 trees
Addtional Trees for Mitigation.
23 trees
Addtional trees for smaller Pine trees:
27 trees
Total Trees provided:
220 trees
Interior Trees Provided.
57 trees
Tree Mitigation.•
Native trees removed:
36'
Native trees preserved,
16•
Mitigation required.
40'
Mitigation provided.-
(7) Pine trees, 6' ht, 1' cat 7
(7) Pine trees 8' ht, 1.5' cat 10.5'
(9) Pine trees 12' ht, 2.5' cat 22.5'
Existing Cabbage Palms removed.'
6 trees
Cabbage Palm Preserved,
1 tree
1 ----- i - -- A° �o I \ I( 49Proposl C,,4iP ms for replacement 10 trees
TANKS _----� 6' 1
rv.,
1
I
I II
1 _ �
2•c
I Q
zU-7501 DPAN
k BRINE SKID
I j I
FM41,1111,
g w al I
I
I I N I
I
COVERED
CONCRETE
I
1
I I U I
--
, a I
I I
EXIST. 1
STORY
1 I ---� ALUMINUM
BUILDING
I--
'
CONCRETE SLAB
UTILITY AREA PLANS
All
eI _
:,eb •I,i1 g'��%% I �� W NIB
� Ali 14" CFVL
-RAW WAM! ■
is
� • ��'�.. • • • • ®� sir •i ,D�-
PLANT BUILDING
eG III- ;I
(TYP CAL)
!y •. �, "��
Palm,Exlstin� Cabbage
IN ELECT. ROOM
. •cremoved
r.
1%
.,.. . ...., o 's%I,IGivrGic ,. , v„ ir.L\vc�iul, - :..�.- ✓ '
4
\ \
F--------- --------------------
i CPVC--} \ ,
z------- - _. \ I I _
I ,
I
II
I
A
I � � I�
EXIST.
ALUMINUM BUILDING I
ON CONCRETE I I —
F.F.F.=29.85 YYY'-"`���"��'"'-�" I I
� 6 r--i I EXIST. CONC. SLAB
I < I I
------------
I EXIST.
I RAMP 1-
I I
EXIST. ALUMINUM BUILDING I I
UNDER ROOF , I EXIST. CONC. SLAB ' __
NORTH/WEST/EAST SIDES OPEN I I W/ TANKS _,
— I F.F.F.-29.83
1 '
I
------------1-------------------,
See Sheet 10' Landscape Buffer
I- —UMI OF CANAL REGRADING--]TGI- --LIMITS OF BCANAL REGRADING
TOB-1
LD-02 for
801 801 SO1 Gal.001 BILL e01 801
Typical Detail
I
92+00 90+00 B OO §8+60
93-4-00
+oo i -- -
N 25
22+-Ob-----------------------23+_CTJ_-----------^ -- --- 4+06-----------------i5+-ti6---------------------�� - - 27+156--- o� -
------------------------------------75-------=---------------------------------------------------------- -
901 —
15' Landscape Buffer
Toe 708 TOO Toe
901
TOB Toe
Landscape Legend,
QTY SYM Trees:
30 Red Maple
O Acer rubrum, FG, 12' ht, 6' Spr, 25' DBH
59 Wax Myrtle
Myrica cerifera, FG, 12' Ht, Multi -trunk 2.5' DBH (cumulative)
36 Slash Pine
Pinus eliottii 'Dena, FG, 6' Ht, 3' Spr., 1' DBH
37 ,A Slash Pine
Pinus eliottii 'Dena, FG, 8' Ht, 3' Spr, 1.5' DBH
32 Slash Pine
Pinus eliottii 'Dena, FG, 12' Ht, 5' Spr, 2.5, DBH
1 I1 Existing Slash Pine
Pinus eliottii 'Dena, 14' Ht and up, 10' cal and up
ll` Cabbage Palm
10 Saba/ palmetto, FG, 18' ht, 10' C.T. Min, matched
1
Existing Cabbage Palm
'`
Saba/ palmetto, 10' C.T. Min
Bald Cypress
19 Taxodlum distichum, FG, 12' Ht, 5' Spr, 25' DBH
Shrubs:
2511 ® Wire Grass
Aristida ,BR, 18' o.c.
1966 O Fire Bush
Hamelis patens, 3 gal, 24'x18; 36' o.c.
955 Muhly Grass
Muhlenbergia capillaris, 1 gal, 24' o.c. �IIF� ",;
198 ® Wax Myrtle,
Myrica cerifera, 7 gal, 4' ht, 48' o.c. SIDES
693 O Wax Myrtle, CNR SIDfS
REAR
Myrica cerifera, 1 gal, 12' ht, 24' o.c ZNG, 111
126 O Cabbage Palm`. -
Saba/ palmetto, 3 gal, as.
883 Saw Palmetto
Serena repens, 1 gal, 12' ht 48' o.c
5' Additional Landscape
Area
(1,645 sf Total) DATE: y Z Oa
5PTRC REP.
--+oa------------- I_ --------- 3a(56---------------------- 7T+a7--- Note: All mulch to be Pine
Straw Mulch.
Graphic Scale
z 40 20 0 40
Scala; F = 40'
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MAWM MIA IL LAW A•!
LD-01