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7
-1 TYPICAL TIEDOWN PIER PLAN, 100 PSF LIVE LOAD
EXTERIOR EL,
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ROOFMALL SECTION
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DESIGN ROOF LOAD ...................
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f.. SECTION
PRC)JECT
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DESIGN FLOOR
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DESIGN WIND LOAD .....................................................
..............
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GROSS SQUARE FEET ........................
............................... -
f
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APPLICABLE :
STATE OIL OREGON
(@
tut l as
I
1999 or Mechanical Special
y Code
PRC)JECT
DATA ji mills noun=_
MANUFACTURER
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DESIGN ROOF LOAD ...................
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DESIGN FLOOR
DESIGN WIND LOAD .....................................................
..............
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CONSTRUCTION p.. {.
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A
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APPLICABLE :
STATE OIL OREGON
(@
tut l as
1999 or Mechanical Special
y Code
2000 Oregon Electrical specialty
Oode
STATE - IDAHO
1997 Uniform Building
1 7 n ° Mechanical
1 National 4 l Code
STATE F WYOMING
1997 Uniform Building
1997 Uniform Mechanical Code
1996 National Electrical Code
STATE OF CALIFORNIA
1991 Uniform Building l Ce
ifbrnia
1991 Uniform Mechanical Code
lif i Amendments
1991 I I I J
Ilf i Amendments
kCCESSIBIUTY
®I EQUIPMENT IS NOT I T ,
TO BE USED WHERE HANDICAPPED ACCESSIBILITY IS REQUIRED.
INTENDED PURPOSE OF THIS
ISED ONLY BY MAINTENANCE PEi
SHELTER IS TO HOUSE ELECTRONIC AD COMMUNICATIONS EQUIPMENT. IT IS TO BE
SONAL ON OCCASIONAL 1- STORAGE
'ETBACK REQUIREMENTS:
_
,r
APPROVED
EPJILDING INSPECTOR
jI
"SHEET.
I,
8.'
Tuctural Notes:
.1,quired for 100 mile per hour wind load.
Call.
4.
fS-6. Size as indicated.
m1pTorr"ll
;411,11,11
SHELTER
DATE:L� ONE
U67 MOMMENT OF04
:NEWCOM. WIRELESS MODEL 814
MUMS PAW OR STq!��j
iF
do
0. C05
Exp.
a", NO:
20027
"SHEET.
0.1
2
APPROX. 204
REV -DESCRIPTION DATE Y a Myp DATE l,/
SATE
APVD DA'L'E
EXTERIOR LIGHT
i im
WEST.
(RIGHT)
a
169"
co
No
POWER
PLANT
3000#
29 of
13/16 x ,i{tii "STRUT 'w
CABLE w A SUPPORTS
` a
m
CEILING PLAN & CABLE TRAY
co
CD
1. PERIMETER RACEWAY SHALL BE SCREW COVER TYPE, MINIMUM SIZE 4 x 4m.
2. ALL CONDUIT TO BE . j I
3. SIZED
IN v Kan p) .
0
m
M, jo-
TUBULAR STEEL FRAME
EXTERIOR M T A . , S
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HEAD. SCREW, TYP, 10" CC.
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DATE 4/24/00 SHE E.
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DATE, 4/24100
DWG NO. CF-0012-20027
low REV. APPROV
DATE ONE JOB- —
0
: "mm"ll'-,
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SHEET : I @ft I
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DATE 2002 ESS 1
X 14
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......... .
tl
NOTES"
1. SEE SHEET 3 OF 5 FOR WELD SYMBOL NOTATIONS.
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r® 3 x 2 x .120
REV DESCRIPTION
Typ
04
3/16
Typ
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DATE.* DWG NO: REV: APPROV
4/24/00 CF-0012-20027
man
.- SHEET: S IZE: ]B
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DATE 4124100 SHELTER TITLE,-
ITTE 0 TTL CUSTOM FRAME
r I
DATE BY DWN M�HD
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ONE
DATE ,-wpim JOB:
FJOB
5W7 MONUMEW ORNE 20027
NEWCOM WIRELESS
Nam
x 14
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0
17411
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3/16 \1 \ I I
TYP
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DATE.* DWG NO: REV: APPROV
4/24/00 CF-0012-20027
man
.- SHEET: S IZE: ]B
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ALL FRAME (TYP)
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MTLE DRAWN DATE
S 10 Tiedown MHD 414100
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SEENOTES
SHEET S11
PaoJECT
Newcom Wireless
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TME DRAVM BY
DATE
Lift Channel HD
4i27/Oa
----------
CADFLENAME APPROVALS
ME
Newcom I'M 2.mcd
B
NOT ES:
1® PHOTOCELL TO BE PROVIDEED ONLY IF REQUIRED BY
LOCAi,.- COD-MS.
20 LAMP TO BE COMPAC11- FLUORESCENT IF REQUIRED BY
LOCAL CODE.
0
LIGHMNG
OVERHEAD co ND. C0557
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((ZU5j E X P -
Im, m
#12
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SIZS PER SURGE ARREFS�MR M~ACnJWfiR'& MCoMHMAnw
DAT E.'
5/30/00 DWG NOO REV* APPROVE046
CI-0031-20027
SCA.E-9 NONE SHEET: I OF 2 S I ZE." B
0
Electrical Lead Calculations
Item Cat} _.. Watts total Amps VA
LI'ghts@,.8.OW, l..25"..
3 300
2.50
300
Light,. incandescent
1 100
x.83
100
Receptacles
A 720
6
720
HVAC
1 5000
20.83
5000
Power fail relay,
1 0
0.00
0
Surge arrester
1 20
0.08
10
Total VA
6130
Total load @ 2d0 V
25.5
0
a- CLZAa 4 EA 3'-0' EACH WAY AT 90TTON
CORNER PIER FOOTINGS
SQUA&E TYPE
-3 -0
CORNER PIER FOOTINGS
ROUND TYPE
ALTERNATE PISR FOOTING SIZE 3'-W DIAX P-T HIGH
FOOTING DESIGN SUITABLE FOR 100 MPH WIND
100 Psi LIVE FLOOR LOADING,
WIRE ROPE IN ONE LENGTH OVER TOP
OF SHELTER AT BOTH EMS OF UNIT
6 x 7 WiRE Rops
PR5-TENSION TO 1,000*
Tumsume eAcH sice
LWIF.Wic.5-W IN,
Erm
4w MINUS CRUSHED ROCK ErAm
THI COMPACTED SASSE C�!�
CK
NEWCOM $14
a.
EOUIP. SHELT
AP3 =NT1K1jV&A T*a I TTOM VWTH Q-
9cN0 EACH BAR aA.C- C
#5 %ERT AT 24�1 0 z T*fp
ti
'd PROJECT
NewCom Model
-44
8 7
jj
Tff LE
A�
dat1V*n Pla
CAD FILE NAME
APPROVALS
-20027 Rev A. mcd
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