Plans ' 04/13/2009 11:25 15032953012 E C COMPANY PAGE 04
• Product Data Sheet EE75T3H
Energy Efficient Transformer , 75kVA, Primary:
480VAC Delta r_
i N C-
111 L '---)
by ikh ader elm APR - 2009
co`N - D NIS 0�
• ,c30150
Technical Characteristics
Haight 3/.00 inches .
-Depth 20.00Incthaa . , , , .
.
Vlfuiding Materiel Aluminum
Catalog Reference Nina -
i,ynber 74i]o
1Rfid8h 30.00 tnehas
Mower's Tye
y po floor " Calling or Wed with mounting txackete
Enaoeure Material Painted Steel
p 76kVA
Mounting Brackets Wall: WMS3B33a4 - CattUip CMS364 n �/ ' /
iyp:... , �. urn its �. _..... 1l?
Enclosure NF-MA 2 —, Approved, L-1.---
Insulation Temperature 220 Degrees C
Temperature Faso _ 150 Degrees C tXX FO Ity1lY
Prtntly u 480vAC Delta .. .1PCfl1fft r ,, - , M # .1)11w .4:
vvaatlrarehlsEd WS364 (purchase se a.m '!411 ) �'�e
- ..
Fvu C T aw (6)2.5% 214. .. . •
Enclosure Code 200 ••�' • C.�►
r '�
Phase 3-Phase
seoonesry 2psv11z0v
Shipping and Ordering
Cef58ury 16285-
Discount Schedule PE2E
Miele Number 765901786840
Weight 485 Iba.
Availability Code S
RetiRnab91 Y
Ae standards, epecifiwitons, and designs change from time to time. please ask for conNrcnation of the information given in this document
OFFICE COPY
Ovnerstea: 0410s/2009
a 200a Schneider Electric. NI WOO rreeeroee.
Electric
04/13/2009 11:25 15032953012 E C COMPANY PAGE 05
i
r / +rIQi d) •
.
a I
PA 1
V
►���W.�..1011
Ti
X
LP
lf'
Qm
F z
in
(.
ri 1 1
RI c�
r
0,
E ff r
1
o ,, , ,
/ ,.„
// cl,
// / t
......
"/ , /
O v 7
i g° � o
+
Cr H
N , — j a 7 NL'dS f sni�
n
a
S
'04/13/2009 11:25 15032953012 . . . E C COMPANY PAGE 06
.. . .
. .
YOB
id
. 81 ....._
.-gii:,..,..) . AZH CONSULTING ENGINEERS ,
10176 SW SAREILIR gimp.
•urre 200111
PORTLAND. OR 97219
PH: 603•Eg2.9700 SHEET NO. RIL
TED I3Y .- II , OF
CALCULA
546 . DATE *JO 7 .
FAX: 503.6132.979/ CHECKED F3Y DATE
Consulting Engineers mama NO. _.,0
. : . • : .
r : .• . .
I . ;
, , • .
■VT '. - • — t`' • : • '.
. ,
•
. a .• : - 7 1 O. .
. .
. ,.'
i r , .h. , ‘444
. , . . .
,• • • • ••• ,•• • • . . , •
• •
•
• , ; -i 4. .
i 17* 1(:).
. i rle..
.
. • . ,. ..., . 7.'0, A.. .. if.)._.....,....
•
. . .
. .
.• . .• : :
..., , • :
, . . .
: •
• ,
: . • ..,:: • ,_ , : ., • . e••,.b... i•• •. •••
• ,....,.
.
• , .‘
..„
0 . ; 9...
# •
:
• .....III -: '11.110111111111.11 .
x c
4 .
. , .
: .
vittrr :
•
. . domor■imiliMumm131 =I. 511 ..
• 4 " 6.1.10MINEW
. .
. •-f
i .
'A
.... • 111111 . ,
. . •
. • . i „,
. :
wkii
•
, ,
. . "
4415a- 44.wwi .
.
, : •
. : ... . • -: • .i...."..i.. ,.,,,,,.:.• - -.. :
f
1 '
, . .
• . . •
' ' •
. . •
: . : : : : : • . ;
• . :
1 ::• : - 2 ‘:: . s
. :
. .
. . . :
.• ,
•
, • '!" .
-----.-.i .7.41- V A,
. :
, ; •
. .
• : .
4 1.
S 1 • tI 111.S..:. . ;..... . ....:...., ....
- - • 01 '...,-,•• c .. .
: • , : : ..... .
, .
. . .
. . : . . • • . . • ••
. . . . . •
. .
. . .
.. .,. •:
: .
. . , • . 4, • • ..
. ,
.. • . .
. .
, • :
. .
• . . . . _
. , •
. ,
. :
, .
,
1 i i i
. : • ' :,
- 05■01TRucnota umAGgkorr . - Srmnot ISMONG - , curaloptiNG OurfluG -
04/13/2009 11:25 15032953012 _ E C COMPANY PAGE 07 •
JOB 3C. ?t1
A21-1 DaN9ULTINO ENa1NEERS SHEET NO., 5 l� OF
1 0 176 SW 9AQ9Ute BLVD. Q�� //,
■ U ITB ;DOS CALCULATED B Y �KJ/ DATE 4 1 o,
PORYLAND, OR 97219
PH: 699.892.970D
FAX: 809.992.979 CHECKED BY DATE _
Consulting Engineers PROJECT NO.
.
_ _.., .
.• :
• .�.� Ili - Ill ��P
_
I VIII .Il1111111.II IMMO. �IIMMISM
L■I1R�1 ■ ■I I
. ;811
' 1 .. .. :.•• • 4 •y go IL ,•.,....., ...
I
l � , : ea t ` . • ,
sin . .
,
F 8 li t •,
r r CV� ' X 5'. ;
ill r ..
el
. : ' 411.. I JI AI ' S Si7 g '
i, L ...r. kiiiiiii111111.11,rw : . ik . is'a. •,
' y-
•• .
- 'Thom.- • 001871WCTKIN • • - ft1D41c I • 6IG01M4G MO M& •
04/13/2009 11:25 _ 15032953012 , E C COMPANY PAGE 08
•
• •
•
. • •
•
; mAx-ii •
--- BRACE ARM ADARTER
in. LT ,„ sTEELINEB.Joar.
- FN •
<81
•. z
ISAT SEISMIC BRACKET
• •
SIDE VIEW SECTION
. .
CONNECTION TO STRUCTURAL STEEL SUBJECT TO
PRIOR APPROVAL FROM ENGINEER OF RECORD.
JOIST BRIDGING, CHORD BINDING AND TRANSFER OF
LOADS INTO THE STRUCTURAL DIAPHRAGM ARE TO BE
• DESIGNS) BY THE ENGINEER OF RECORD.
•
•
. . •
PERPENDICULAR SEISMIC BRACE CONNECTION
TO TOP CHOR,DS OF OPEN WEB STEEL JOIST •
•
FP" ME" AMP
. Seismic Application Technology
• 14848 where Street LA Mirada, CA 80838
• 8774894728 (Td Fr) 714-23480 (ix)
wwolmmbmorn
_ ••••■,
v mato
11/07108
Page
_ Model Lew Structural Engineer • NCEES No. 20875 • • • • 05.1
•
•
04/13/2009 11:25 15032953012 , . E C COMPANY PAGE 09
.,., .
,, -
•
•
is — •
. - 1'1 - - •
2. ,
. ...._
. _
..,
• „.=....
. . 8" MAX BRACE ARM ADAPTER _
S It',L WEB JOIST. .
AFCON #086
•
, trn �� re •
J rr .
• ` . i 1' 1R" HEX BOLT _____,I Il •
' SIDE VIEW � • • V
a
' ISAT SEISMIC BRACKET
' NO SUBSTITUTIONS
SECTION
• CONNECTION TO STRUCTURAL STEEL SUBJECT TO '
•
PRIOR APPROVAL FROM ENGINEER OF RECORD. •
. JOIST BRIDGING, CHORD BENDING AND TRANSFER OF
LOADS INTO THE STRUCTURAL DIAPHRAGM ARE TO BE •
DESIi3NED BY THE ENGINEER OF RECORD; •
• •IN-LINE SEISMIC BRACE CONNECTION
•
TO. BOTTOM OF CHORDS OF OPEN WEB. STEEL JOIST
•
•
•
ilia lialirillif --
bihen U naI Seismic Application 7ichnoloat
14848 Northam Street La Mirada, CA-912338
' • 077489 -4720 (roll Fms) 7144214645 (foot)
' www.laatab.00m
•
11/117/06
7 , - . • a v ‘-‘,...0.,
. , .
Model Lear Strums' Engineer '
NCEE$ No. 20075 - 05.2
•
• 04/13/2009 11:25 15032953012 . . E C COMPANY PAGE 10
•
•
•
• 2'i �•
4" i
MAXIMUM
SPACING 4' MAX .. -
— BETWEEN ROD = DIM 'Al -MI
STIFFENER
CUPS DIM.18" 4 MAX :�: 2' MAX.
, -.
:, 1 R0015
4' MAX 4' MAX CONTINUOUS
,. ,, , ., 2 MAX
- DETAIL
, I TAIL AT SYSTEMS
2' MIN. '
CHANNEL 15/8' x 1 5/8' x 12 GA.
. -
FOR MAX LENGTH OF 9'-0'
CHANNEL 1518'x1 Mix 12GA.
•
BACK TO BACK FOR MAX LENGTH
•
Rod stiffener OF 16-0' (NOT SHOWN)
Dim. A Dim. B - aw RGi ROD S11FFENER
Maximum Maximum it 111 ; i (3/8" THRU 5 / 8 '
Threaded Rod Length Spacing " ; ROD DIAMETER)
• Rod Without Between �"
• Diameter Stiffener Rod Stiffeners CHANNEL 1 519" X 15/8' x 12 GA.
Inch Inch Inch FOR MAX LENGTH OF g'
3/8 16 20 ""' L - -- --- _ ,- CHANNEL 1518' x 3114" x 12 GA.
1/2 1e 22 % � FOR MAX. LENGTH OF 15
8/8 24 28. % (NOT SHOWN) .
_ 914 30 30
7/8 40 40 - C RC ROD STIFFENER (518" THRU
46 -. _ — 1 1/2' ROD DIAMETER)
1 1/8 54 . S4
1 1/4 , 5e 58 • NOTICE: ROD S11FFENING REQUIRED ONLY FOR HANGER
1.3/8 88 66 RODS TO WHICH SEISMIC BRACING HAS BEEN INSTALLED,
1 1/2 12 " 72 .TIGHTEN STIFFENER NUT TO FINGER •
TIGHT PLUS 2 FULL TURNS OF THE NUT
ROD STIFFENING REQUIREMENTS
• Intenlitional Sahsmlb Applioatlan Tiohnology
• 14848 Wham Street. La Mirada, CA 90638
en-MOM (Toll Frac) 714-523-0845
• •wwwJ5atab com
•
Rev. 0
V 11/01/08 ,
Model L w Sbuch EEn f
• NCEES No.20675' •