HomeMy WebLinkAboutREVISION (3)I I
I I
I I
I I
I I
I I
---------------- ------
I I I
• I —4�
I
p I
SEE FRIEM SHOP DRAWINGS
85445 8&7 FOR CERAMIC
WALL PENETRATION
0 0 0
4P lU I C/
M T
a os o
a;
r ;I
I 1
I
I
( Rectifier) O U, a CONFINEMENT
�-L � ,( Ih. �' AREA SEE CALCULITION
T
BIT -TT�4FFHLTI
"`U`f- ELECTRIC
PULL BO%
c
LT F-1
I
!�7
I I I I
LIV � I I
T'IF
w I
3 QI Q
— Of I
_ >� ti
e
a o
1 tit
OIL
CONFINEMENT <
-- I AREA SEE CALCULATIONS 1 i
eyF bra
a I
=u �T 1eox
0
• • .I I.
EF—II MDUNTED UNDER M 3 HOUR HREII DAMPER
--— — — — — — — — — — — — —
ELECTRIC �r7-E� 001 I
AREA MAIN 015-TIP 1ON I
-_ -- -i
PLAN VMW
SCALEJAR1=1'I
z
TOP OF
EL. +30'-8"
CALCULATIONS:
OIL MASS 8100KG OR 17,857#
VOLUME OF OIL CONFINEMENT 17,857# @ 57#/Ft' OR 314 Ft'
VOLUME OF OIL CONFINEMENT PROVIDED
19' x 21.67' x 2' OR 823 Ft3 ROCK
POROSITY FACTOR, 465 OR 383 Ft' > 314 Ft'
VAPORATION AREA
19' x 21.67' LESS 14'-6" x V-10" OR 248 Ft'
LAB DISTRIBUTED WEIGHT
TOTAL WEIGHT 29,300KG OR 64,000#
AREA OF BASE 14.5' x 8.33T OR 128 Ft2
BEARING IN #/Ft z 64,000/128 OR 500 #/Ft2 < 2,500 #/Ft2
(SEE AM TESTING REPORT PSL 1940-4)
HE CUSTOMER'S PRIVATE TRANSFORMER PAD AREA IS DESIGNED BASED ON
PL STANDARDS FOR OIL CONFINEMENT & EVAPORATION OF RAIN WATER
t"
REFER TO PRE—FAB SHOP DWGS
AND CALCS FOR SHEAR AND {S�.
BEARING CONNECTIONS
8-02" CONIC. TIE
BEAM w/ 4 #5 CONT.
AND #3 TES O 10" o
RAIN HOODS
3 HOUR F/D
REFER TO PRE—FAB SHOP DWGS
AND CALCS FOR SHEAR AND
BEARING CONNECTIONS
STARTER BARS c
CONCRETE PARAPET
(TYP.)
(2) #5 O 8" ox
CONT. BARS
j -4" GONG. SLAB w/# 4 O 12" o.c.
EACH WAY BOTTOM (TYP)
rEF-9 & EF-10 MOUNTED UNDER TO
12" PRE—FAB. CONIC. JOIST
W/4" COMPOSITE SLAB O 6'-8-
CELL MAINTANECE
ROOM
TyFSF PAN
RQDU� UB✓ECT vO AIL PROP
MAV eFD BV F/FLD NY C OR®RFD WORK
OOMPLY W/r/1 ESA y N C1 ITrN 4S
CABLE CODES,
d x1Y- GONG. IIt 4" GONG. SLAB w/# 4 O 12"
BEAM w/ 4 #5 CONT. EACH WAY BOTTOM (TYP)
AND #3 TIES O 10 ox.
EL.. +17'-11" 1
OF OF CONC.TIE BEAM EF-11 MOUNTED UNDER TO
)) <
12" PRE—FAB. CONC. JOIST
TRANSFORMER W/4" COMPOSITE SLAB O 6'-8"
-114' 0" �� AREA \
OF OF CONC.TIE IP 11 BEAM ..nl 3 HOUR F/D
L�+J 8"x24" GONG. BEAM
BEAM w/ 6 #6 CONT.
AND #4 TIES O 6" o.c.
GRAVEL B D
(011_ CONFN-VEN- AREA CASE OF
[BANS[ OR t-R RUP-UR1 AND RAIN WATER
EVAPORAT ON BASIN, SEE CALCULATIONS)
#6 ® 8" o/c E/W T
HOOK ALL TOP BARS
N. GRADE I I
(:.-. R -o FoolNc SC.- DUI-)
0
4 HOUR RATED WALLS FILE COPY
FILL ALL CELLS WITH GROUT
T WITH
CONCRETE MASONRY
UNIT WITH. 9 GAUGE LADDER
TYPE HORIZONTAL COURSE
REINFORC.
-- E
EVERY OR CO
/—RECTIFIER
I
PEEEI
b SIARIER BARS ALL SPLICES
HALL BE A MIN. 48 BAR DIAMETERS
WALL CONCRETE FOOTING
/11(RIFF '-R r0 ODING SCI-FDU.--)
SECTION
SCALE:3/8"=1'I
RECTIFIER
ROOM
PROVIDE VAPOR
COMPACTED FILL
BARRIER
WALL CONCRETE FOOTING —�
(REFER TO FOOTING SCHEDULE)
L
�I
�—
(1) #5 O 12" o.c.
STARTER BARS
CONCRETE PARAPE
(TYP-)
(2) 15 8" o.c.
RS
N BARS
#5
ON .
Conve AVS VegaMesa, LLC.
13105 SouthWest 132nd Street
Miami, Florida 33186
Tel: 305.220.6557
Fax: 305.220.6575
www.conveaysvegamesa.com
ALLIED NEW
TECHNOLOGIES
PLANT
'MAIN BUILDING"
Ft. PIERCE, FLORIDA
OWNER
ALLIED UNIVERSAL CORP.
3901 NW 115 AVE
DORAL, FL 33178
305,888.2623
DNB PROJECT NUMBER
07-120a
OWNER'S PROJECT NUMBER
ISSUED FOR:
TYPE OF DOCS:
CONSTRUCTION
DOCUMENTS
DRAWN BY: APPROVED BY:
AZ
DATE: SCALE:
10/9/08 AS SHOWN
Adolfo J. Gonzalez, P.E.
8TA7EOFRgiO1181RIICTLR*L9 ONEER Na ElA70
2050 Coal Way. Suite 400 Miami, Florida 33145
Phone:(305) 0558935 Fax: (305)656-6836
GERS USA
CONSULTING ENGINEERS
FL CERT. OF AUTHORIZATION No. 9596
2853 EXECUTIVE PARK DRIVE, SUITE 104
WESTON, FL 33331 Tel: (954) 384 8925
Fax: (954) 384 6650
www.gersusa.wm
SEAUSIGNATURE
This drawing is the property of
ConveAVS VegaMesa, LLC
and is not to be reproduced
or copied in whole or part. It
is not to be used on any
other project and is to be
returned on request.
COPYRIGHT02008
SHEET NUMBER
S1 10.1a