HomeMy WebLinkAboutPLANS - 00-00012 - Newcom - Communications Equipment ShelterNEWCOM WIRELESS
COMMUNICATION EQUIPMENT SHELTER
DRAWING INDEX
AO ..........FRONT PAGE
A 0.1 ........ GENERAL NOTES
SITE:
CIA ..........TYPICAL TIEDOWN PIER PLAN, 100 PSF LIVE LOAD
ARCHITECTURAL:
CI -0001-20027 ..........EXTERIOR
ELEVATIONS
0I-0015-20027 ..........INTERIOR
ELEVATIONS
CF -0308-20027 .........
ROOF/WALL SECTION
CF -0309-20027 .........
FLOOR/WALL SECTION
CF -0310-20027 .........
WALL SECTION
CF -0311-20027 .........
CORNER SECTION
STRUCTURAL:
CF -0012-20027 ...... CUSTOM FRAME
S10 ................ TIEDOWN CLAMP
S11 ................ LIFT CHANNEL
ELECTRICAL:
MODEL 814
�PVS GINE R�0 PROpF
F. iO� �`,9 ��F �NGINFF91PJ'/G'
<u 8161 S � � t888iPE v
LL
E N
p
PRO fF Date // R2. 'Co
,pINLt wY0
4658 ORJOy9��
E o No. 00055,579 Z
r0 C. + ( or EXp'lgllla vrn
A
ISI tp�9TFOCivil-
F GAL
CI -0031-20027 ......... ELECTRICAL LINE DIAGRAM 8 LOAD CALCULATIONS
BY DWN I MHD I DATE 1 5/30/00
CHKDj I DATE
1APVD1 I DATE
®SHELTER
ONE
6867 MONUMENT DRIVE
rMUjL:I-1I UHIH
MANUFACTURER .................. SHELTER ONE, 5887 MONUMENT DRIVE
GRANTS PASS, OR 97526
OCCUPANCY ...............................................................
B
DESIGN ROOF LOAD ...................................................
70 PSF
DESIGN UNIFORM FLOOR LIVE LOAD ...........................100
PSF
DESIGN CONCENTRATED FLOOR LOAD ......................
2000 LBS. OVER 2-1/2'X 2-172'
DESIGN WIND LOAD.....................................................100
MPH EXPOSURE
SIESMIC HAZZARD EXPOSURE: ...................................
N -A
SEISMIC PERFORMANCE CATEGORIES: ......................
Zone 4 - UBC
SEISMIC:
Z = 0.40
Aa = N/A Na = 1.5 Source Type A
Av = N/A Nv = 2.0
THIS EQUIPMENT IS NOT INTENDED TO BE USED WHERE HANDICAPPED ACCESSIBILITY IS REQUIRED.
GROSS SQUARE FEET .........................................................
116
CONSTRUCTION TYPE ..........................................................TYPE
VN
FIRE RATING OF EXTERIOR WALLS.......................................0
HR
APPLICABLE CODES:
STATE OF OREGON
1998 Structural Specialty Code
1999 Oregon Mechanical Specialty Code
2000 Oregon Electrical Specialty Code
STATE OF IDAHO - -
1997 Uniform Building Code
1997 Uniform Mechan'Ical Code
1996 National Electrical Code
STATE OF WYOMING
1997 Uniform Building Code
1997 Uniform Mechanical Code
1996 National Eleotrical Code
STATE OF CALIFORNIA
1991 Uniform Building Code w/ California Amendments
1991 Uniform Mechanical Code w/ California Amendments
1991 National Electrical Code w/ Callomia Amendments
ACCESSIBILITY AND USE:
THIS EQUIPMENT IS NOT INTENDED TO BE USED WHERE HANDICAPPED ACCESSIBILITY IS REQUIRED.
THE INTENDED PURPOSE OF THIS SHELTER IS TO HOUSE ELECTRONIC AND COMMUNICATIONS EQUIPMENT. IT IS TO BE
USED ONLY BY MAINTENANCE PERSONAL ON AN OCCASIONAL BASIS. NO STORAGE OF MATERIALS ARE ANTICIPATED.
SETBACK REQUIREMENTS:
4�-
APPR0
AIF
BUILDING INSPECTOR
FRONTPAGE
NEWCOM WIRELESS MODEL 814
Iu
20027
M11
General notes:
1. All roof decking plywood to be douglas fir with outer faces C grade and fully plugged, exterior glue.
2. Caulk all joints between skin panels, edge caps and corner caps with "Vulkem" brand No.921 caulk or engineering approved alternate polyurethane.
3. Flooring to be solid vinyl tile, 1/8" nominal thickness, adhesive bonded to substrate.
4. All panel plywood nailers, skin panels etc., to be constructed flush to adjacent members.
5. Air conditioner to be installed per manufacturers recommendations.
6. All dimensions are in inches and fractions thereof.
7. Roofing material is heat applied, single coat. Base sheet shall conform to UL Classification G2 Base Sheet. Prep strip to be smooth modified bitumen membrane having a nominal
thickness of 140 mils. Roofing final membrane to be modified bitumen membrane having a nominal thickness of 180 mils with a granular surface. All roofing to be applied per
manufacturer's recommendations.
8. All insulation used in walls shall be two inch rigid, beaded polystyrene, with an R value of 4.75 per inch. Insulation material shall be separated by 1/2" gypsum or equivalent
thermal barrier material which will limit the unexposed surface to no more than 250 deg. F after 15 minutes of fire exposure. Ceiling insulation shall be Thermax brand foil faced
polyisocyanruate foam core sheathing manufactured by Celotex Corp. Floor insulation shall be kraft -faced fiberglass batts to a maximum thickness of 6".
9. Adhesive used is Franklin brand construction adhesive type "FS", meeting ASTM C-557-73 typical unless otherwise noted.
Structural Notes:
1. Exterior skin to be "ColorKlad" brand minimum 26 gauge G90 galvanized steel sheet, manufactured by Vincent Metal Goods, finished per customer request one side.
2. Trim and edge molding to be fabricated from skin sheet and supported by clips fabricated from 18 gauge galvanized steel sheet or screw fastened .
3. Fasteners for skin and moldings to frame construction to be stainless steel, #10, hex head with sealing washer as required, self -tapping, self -drilling screws.
4. All nuts and bolts to be steel, A307 grade.
5. Hold down reaction load at corner hold down assembly to be by ballast or other means. 1.244 pounds ballast for hold down reaction required for 100 mile per hour wind load.
6. Steel tube is minimum 2" x 2" x.120" wall, A500 Grade B. Heavier wall thickness are specified as required.
7. Floor/skid weldment utilizes C8x11.5 and structural tubing. Additional structure is provided in structure to support point loads. See detail.
8. All welding is gas metal -arc. Filler material (rod) is 0.035" diameter carbon steel, "Tri -Mark brand #/786-S meeting AWS A 5.18, ER 70S-6. Size as indicated.
9. All steel plate and structural shapes are A-36.
4658
r-
�v�
REV DESCRIPTION DATE I BY I DWN I MHD I DATE 1 4/20/00 SHELTER TITLE: NOTES DWG NO: 20027 APPROVED:
CHKD1 I DATE I ONE JOB: SCALE: SHEET:
APVD DATE U87U0NUMENTDRNE NEWCOM WIRELESS MODEL 814 NA A 0.1
_- GRAN73GAs5.OR %6i8-- --- _-
NO
103 1/24
CABLE ENTRY
BARD WA36
2EY-1 DESCRIPTION I DATE
EAST
LEFT
RYI
HVA(
36K BTL
COOL /
5 KW HEAL
. Iln M^V .1/.. ....
DWN I MHD DATE I 4/24/00 SHELTER
CHKDj DATE I ® ONE
ORM
APUD DATE F
GRANTS rA,ss. M nsy
NORTH
FRONT
EXTERIOR ELEVATIONS DATE: 4/24/00 DWG NO: CI -0001-2003V
SCALE: SHEET: SIZE:
20027 NEWCOM WIRELESS S X 14 1:25 I OF 2 B
REV DESCRIPTION DATE BY OWN I MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
EXTERIOR ELEVATIONS 4/24/00 CI-0001-20C®
CHKDj I DATE ONE JOB: SCALE: SHEET: SIZE:
APVD DATE �7F1O�^MENTORIVE 20027 NEWCOM WIRELESS 8 X 14 g
GRANTS PASS. OR 9150 1 1 1:25 2 OF 2
NOTES:
I. PERIMETER RACEWAY SHALL BE SCREW COVER TYPE, MINIMUM SIZE 4" x 4".
2. ALL CONDUIT TO BE TYPE EMT, MINIMUM SIZE 1/2" LINO.
3. ALL WIRE TO BE TYPE THHN STRANDED, SIZED PER NEC.
CABLE TRAY (BOTTOM)
x`1'1'0 M►v%
P
J
NORTH & EAST INTERIOR ELEVATIONSti�`1plNE�i��tM' ) q, No. 700 a
4658/z�/eern
ft
Of C
REV DESCRIPTION DATE—r BY OWN MHD I DATE I 4/24/00 SHELTER TITLE: DATE: DWG NO: V: APPROVED:
INTERIOR ELEVATIONS 5/30/00 CI -0015-20027 RE
CHKD DATE I ONE JOB: SCALE: SHEET: I SIZE:
5N7moNuMEwDRNE
APVD DATE CRANTBPASS. ORW520 20027 NEWCOM WIRELESS 8 X 14 1:25 3 OF 4 B
yr yEHT
PEnEiRAPfN TO E%T. LICJii
LJ
4TndlATE
cae� Eniar
£
CAiLE ENT
q
r
u,
Nino
30"
rcrr
48"��
g
_ r'srar
>
a
�
TE 4'
TELCO
BoaFO - oLwtEx rzo v aEcear (ma)24„
O a RETURN
Q`
0 4811
Lout coniacL
�
ME<MLWSn
60 1/2"
w
3' emr.
uE�E ENr"v
169"
91"
CABLE TRAY (BOTTOM)
x`1'1'0 M►v%
P
J
NORTH & EAST INTERIOR ELEVATIONSti�`1plNE�i��tM' ) q, No. 700 a
4658/z�/eern
ft
Of C
REV DESCRIPTION DATE—r BY OWN MHD I DATE I 4/24/00 SHELTER TITLE: DATE: DWG NO: V: APPROVED:
INTERIOR ELEVATIONS 5/30/00 CI -0015-20027 RE
CHKD DATE I ONE JOB: SCALE: SHEET: I SIZE:
5N7moNuMEwDRNE
APVD DATE CRANTBPASS. ORW520 20027 NEWCOM WIRELESS 8 X 14 1:25 3 OF 4 B
SOUTH & WEST INTERIOR ELEVATIONS
wYQMI�"
a
REV DESCRIPTION DATE BY OWN MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
CHKD DATE ® ONE INTERIOR ELEVATIONS 5/30/00 CI -0015-20027
APVD DATE MONW'EWD� JOB. 20027 NEWCOM WIRELESS 8 X 14 SCALE: 1.25 SHEET: 4 OF 4 SIZE: B
GRAM PASS. OR 07525
ALTERNATE
64"
ALTRNATE
CABLE ENTRY
CABL ENTRY
04
w
�
w
I I
-
i
I
• Qo I
J J
l u l l
200 AMP SINGL E
PHAS E LOAD C rR.
i
I j
I j
MANUAL XFER
SWITCH
u
SOUTH & WEST INTERIOR ELEVATIONS
wYQMI�"
a
REV DESCRIPTION DATE BY OWN MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
CHKD DATE ® ONE INTERIOR ELEVATIONS 5/30/00 CI -0015-20027
APVD DATE MONW'EWD� JOB. 20027 NEWCOM WIRELESS 8 X 14 SCALE: 1.25 SHEET: 4 OF 4 SIZE: B
GRAM PASS. OR 07525
THERMO-FUSED TO
ENCAPSULATE FLASHING
#10 X 1-1/4" S/S TORX WAFER
HEAD SCREW, TYP, 6" CC.
UPPER EDGE FLASHING
(BED IN VULKEM #921)
#10 SS SELF DRILL SCREW,
W. NEOPRENE WASHER,
6" CC.
TUBULAR STEEL FRAME
NAILER
#10 X 1-1/4" S/S TORX WAFER
HEAD SCREW, TYP, 10" CC.
EXTERIOR METALLIC SKIN
FINISHED ROOFING SYSTEM (ATACTIC
POLYPROPYLENE "TORCH -DOWN)
3/4" STAINLESS STEEL TRUSS SINGLE PLY BASE STRIP ALL AROUND
HEAD SHEET METAL SCREW, SHELTER. 10" WIDTH MINIMUM.
6" C -C
BASE SHEET (NAILED ON 1 FOOT CENTERS)
CAULK
CONSTRUCTION ADHESIVE
STAPLE
7/16" OSB
RIGID FOAM INSULATION
0.040 GLOSS WHITE
ALUMINUM SHEET
FULL COVERAGE ADHESIVE BOND,
TYP ALL PANEL COMPONENTS
ROOF SHEATHING, 19/32"
C -C PLUGGED EXT.
PLYWOOD
0.040 GLOSS WHITE ALUMINUM SHEET
4658
RIGID FOAM INSULATION 1/11
/ Iry
0
REV DESCRIPTION DATE BY I DWN I TES DATE 1 8/17/98 1 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
ROOFANALL SECTION 4/19/00 CF -0308-20027
CHKDj MHD DATE 1 8/3/99 1 ONE JOB: SCALE: SHEET: SIZE
APVD DATE 677 °N""Le"�DR1� NEWCOM WIRELESS FULL 1 OF 1 B
FULL COVERAGE ADHESIVE BONI
TYP ALL PANEL COMPONENT
EXTERIOR METALLIC S
FLOORING 1/8" SOLID VINYL
3/16" STEEL DECK PLATE
RIGID FOAM INSULAT
BLIND SEALING RIVET, 4" CC.
TUBULAR STEEL FFW
��R�,p PROFFs�,
�S ,NGINFF9
18881PE
n
0
REV DESCRIPTION DATE BY DWN TES DATE 8/17/98Lt: UAIt: "'NU: KtV: AYF'KUVtU:
SHELTER FLOOR/WALL SECTION 4/19/00 CF -0309-20027
CHKDJ MHD I DATE 1 8/3/99 1 ONE JOB: SCALE: SHEET: SIZE:
APVD DATE B°671A0N n"v�ss, ors M26QnD� NEWCOM WIRELESS FULL 1 OF 1 B
cwarrs
#10 TORX SCREW
10" CC. TYP
7/16" OSB
TUBULAR STEEL FRAME
FULL COVERAGE ADHESIVE BOND,
TYP ALL PANEL COMPONENTS
METALLIC EXTERIOR SKIN
0.040" GLOSS WHITE ALUMINUM SHEET,
BUTT SEAMS TIGHT (SEAMS MUST NOT FALL
ON JOINT IN SUBSTRATE)
CONSTRUCTION
ADHESIVE
RIGID FOAM INSULATION
PROFF�s
INC
1g891PE
EXTERIOR SEAM SEALED
WITH
POLYURETHANE
#10 SS SELF DRILL SCREW,
W. NEOPRENE WASHER, 4" CC.
REV DESCRIPTION DATE BY I DWN I TES I DATE 1 8/2/99 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
WALL SECTION 4/19/00 CF -0310-20027
CHKDJ MHO I DATE 1 8/3/99 ONE JOB; SCALE: SHEET: SIZE:
APVD DATE --w
7DRNE NEWCOM WIRELESS FULL 1 OF 1 B
GRANPASS. OR 975:
0
REV I DESCRIPTION
Bl_ti>i=1
FULL COVERAGE ADHESIVE BOND,
TYP ALL PANEL COMPONENTS
7/16" OSB
.040" GLOSS WHITE ALUMINUM SHEET
7/16" OSB
NAILER, TYP
NARROW CROWN STAPLE
CONSTRUCTION
ADHESIVE
0.040 GLOSS WHITE
BY OWN I TES DATE
CHKD MHD DATE
APVDJ IDATE
#10 SS SELF DRILL SCREW,
W. NEOPRENE WASHER, 4" CC.
#10 X 1-1/4" S/S TORX WAFER
HEAD SCREW, TYP, 10" CC.
TUBULAR STEEL FRAME
26 GA, G90 STEEL SKIN
F.
4658
9/2/99 ® SHELTER HILL: UAIE: DWG NO:
8/3!99 ONE CORNER SECTION 8/2/99 CF -0311-20027
se?:.E rtJOB: SCALE: SHEET: SIZE
ORANM PAW.
AW on 973 NEWCOM WIRELESS NONE 1 OF 1
PE
No. C055709
Exp. /0D
T
�O
E4f'
V
REV: APPROVED:
-1
r
NOTES
1. ALL T.S. IS 3 X 2 X .180 A500 GRADE B.
2. ALL PERIMETER CHANNEL IS C8 X 11.5, A36.
3. ALL ANGLE IS 1-1/4 X 1-1/4 X 1/8 A36. ANGLE
SUPPORTS BOTTOM SKIN ONLY AND IS NOT A
STRUCTURAL ELEMENT.
4. ALL WELDS ARE FULL LENGTH UNLESS
OTHERWISE NOTED.
SEE DETAILS, SHT 3
1/1 I\_.-'—\ vel/ 1-0 \-- /
16
B I -I/4 X 1/8 ANGLE (TYP)
H
8 X 11.5 (PERIMETER) T.S. 3 X 2 X .180 (JOISTS)
=3116rva (/)`O 81
LL
0
cac
174 3/16" �tG
Wyo
SECTION A -A
FLOOR/SKID FRAMING
DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE:
CUSTOM FRAME
CHKDj I DATE ONE JOB:
APVD DATE B8B7M10N "'GRAM PAW, OR WOR9155Y$ 20027 NEWCOM WIRELESS 8 X 14
4668
No. 0055 00
EXP -
DWG
DWG NO:
4/24/00 CF -0012-20027
1:25
SHEET:
I OF 5
----Fs
ZE: 8
f L-V*A� 'TA
f
@11, yj
IRF(JF(J
0
1/4 J/IV
261/4"
281/8"
B
231/4" 24" 24" 1513/16" 1513/16" 11 24"
24"
231/4"
�s
L
SI
3/16
3/16
3/15
3/16
A3/16
3/16 n,p
1
3/6
3/16
3
1D
3/16
�
P
io
d
3/16
I/L4
SEE DETAILS, SHT 3
1/1 I\_.-'—\ vel/ 1-0 \-- /
16
B I -I/4 X 1/8 ANGLE (TYP)
H
8 X 11.5 (PERIMETER) T.S. 3 X 2 X .180 (JOISTS)
=3116rva (/)`O 81
LL
0
cac
174 3/16" �tG
Wyo
SECTION A -A
FLOOR/SKID FRAMING
DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE:
CUSTOM FRAME
CHKDj I DATE ONE JOB:
APVD DATE B8B7M10N "'GRAM PAW, OR WOR9155Y$ 20027 NEWCOM WIRELESS 8 X 14
4668
No. 0055 00
EXP -
DWG
DWG NO:
4/24/00 CF -0012-20027
1:25
SHEET:
I OF 5
----Fs
ZE: 8
f L-V*A� 'TA
f
@11, yj
IRF(JF(J
0
NOTES
I. ALL FRAME MEMBERS T.S. 3 X 2 X .120 WALL, A500,
GRADE B
2. ALL WELDS FULL LENGTH UNLESS OTHERWISE NOTED.
3. WELDS ARE EQUAL FOR ALL SIMILAR JOINTS.
4. GRIND FLUSH ALL EXTERIOR AND MATING SURFACES.
REV
DATE
J
C
174"
BY IDWNI MHD
APVD
DATE 4/24/00
DATE
DATE
SHELTER
ONE
5887 MONUMENT DRIVE
GRANTS PASS. OR 91528
CUSTOM FRAME
20027 NEWCOM WIRELESS 8 X 14
DATE: DWG NO:
4/24/00 1 CF -0012-20027
SCALE: SHEET: SI
1:25 2 of 5
I_]
I REV
96" 17L'
EAST
LEFT
DATE I BY I DWN
APVD
DATE
DATE
DATE
1.4r F�FCAt�E '9Tciv�� o����I,�
SHELTER TITLE:
ONE ICUSTOM FRAME
Sm MONUMENT DRIVE JOB:
GRANTS PASS OR 97M 1 20027 NEWCOM WIRELESS 8 X 14
NORTH
FRONT
DATE:
4/24/00
SCALE:
1:25
CF -0012-20027
3 OF 5 SIZE: B
REV: (APPROVED:
NOTES:
I. SEE SHEET 3 OF 5 FOR WELD SYMBOL NOTATIONS.
WEST
RIGHT
TYP
3/16
I
L
174"
7W
T. s.3x2x.120
--- ---
24"
O
N
X
3/16
TYP
N
—
X
N
3/16
vi
F-
3/163/16
TYP TYP
111"
3/16 3/16
3/Ib
2 X 4 FIR FLUSH EXT.
(TYP 2 PLCS)
55"
TY
N
D`
TYP
3/16
3/16
--48"
T.s. 2 x I x .120
WEST
RIGHT
TYP
3/16
I
L
174"
REV DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
CUSTOM FRAME 4/24/00 CF -0012-20027
CHKDj I DATE ONE JOB: SCALE: 1.25 SHEET:4 OF 5 SIZE: B
APVD DATE .!LE
20027 NEWCOM WIRELESS 8 X 14
GRAMS PASS. OR 9751E
--- ---
3/16
TYP
I
2(�" I
3/16
TYP
3/Ib
N
TY
3/16
3/16
T YP
3/16
3/16
TYP
3/16
3/16
e
YP
..
3/16
O
N
X
N
X
N
N
I/E
�-3
F
TYP
3/16
REV DESCRIPTION DATE BY DWN MHD DATE 4/24/00 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
CUSTOM FRAME 4/24/00 CF -0012-20027
CHKDj I DATE ONE JOB: SCALE: 1.25 SHEET:4 OF 5 SIZE: B
APVD DATE .!LE
20027 NEWCOM WIRELESS 8 X 14
GRAMS PASS. OR 9751E
REV DESCRIPTION DATE I BY I DWN I MHD I DATE 4/24/00 1 SHELTER TITLE: DATE: DWG NO: REV: APPROVED:
CUSTOM FRAME 4/24/00 CF-0012-20027
CHKD DATEI I�fflONE JOB: SCALE: 1.4 SHEET: S OF 5 SIZE: B
APVD DATE 5W7M1GRAM PASS, OR 9r-6
ONWBff0R 20027 NEWCOM WIRELESS 8 X 14
j
NOTES:
I. RECOMMENDED TIEDOWN USING SUPPLIED GALVANIZED STEEL CLAMPS. (QTY 4 PROVIDED)
2. SUITABLE FOR SITE INSTALLATION AFTER PLACEMENT OF SHELTER.
3. ANCHOR BOLTS NOT PROVIDED
4. SEAL PERIMETER CHANNEL TO FOUNDATION PAD USING HEAVY BEAD POLYURETHANE SEALANT
LSWE# I DATE
9
4668�—
OF � s ./" I/4
ri AMD rAooirA-Tl^Kt DETAIL
O 6
d
APPD
No. + ` 3'
P• / 7�
PROJECT
20027 NEWCOM WIRELESS
TIRE DRAWN BY DATE
S90 - Tiedown I MHD 4/4/00
CAD FILE NAME
CI -0203-20027
ir-.
NOTES
I. FABRICATE LIFTING CHANNEL USING C4 X
5.4 FOR USE WITH MODEL 814.
2. FABRICATE LIFTING CHANNEL USING C4 X
7.25 FOR USE WITH MODEL 1216.
3. FINISH ALL WITH I COAT REDOX PRIME.
4. REMOVE UPON PLACEMENT ON SITE.
No. COS 790
Exp. l ,j,V
PREPARATION OF FLOOR FRAME WELDMENT FOR ATTACHMENT OF LIFTING CHANNELS
TACK WELD 3 FACES
W
c
PROJECT
Newcom Wireless
€
TRLE
P �3�
Lift Channel
y g
CAD ME NAME
Newcom lift 2.mcd
DRAWN BY
MHD
APPROVALS
SHEET SII
DATE
4127100
SZE
B
UTILITY POWER
METER BASE
DRY CONTACTS
ISMCXE I
OETECTC
� t
GENERATOR INLET
MANUAL TRANSFER SWITCH
LK EO ---._--------i
C ORN O
#S/0 TO L.C. NEUTRAL -- i
/0 AWG 0 4
K ED
• 200 AMP MAIN BREAKER L.C.
I A B I
SWITCH #2
SEE NOTE I PC
EXT.
UG
SEE NOTE 2 W
T'STAT
ANG YWI
HVAC
LI L2
O k10 GRN
2'1'0 M1Ni
465
3I
3;n
i
'ff OF
SURGE
rfp
�3s
3cn
ARRESTOR -
I—•
g1E
n}s
30/1
i
o
--•—I
lL37
30/1
#10 GRN
NOTES:
i
rL39
GO/��
#,D
I. PHOTOCELL TO BE PROVIDED ONLY IF REQUIRED BY
I G �A1
A2n
N
I--• --i
PWR. FAIL
I
m
LOCAL CODES.
DRY CONTACTS RELAY
2. LAMP TO BE COMPACT FLUORESCENT IF REQUIRED BY
LOCAL CODE.
I
0
#i2 vm'
I
i
m
#L AWG GRN
1 —•-----•—•—•---•—•.
—
5
12
i
0
r
i
• SIZE RSR SURGE ACRESiER KAMKACT R'S MOMMENOATON
REV
DESCRIPTION
DATE
BY
DWN
I MHD
I DATE
1 4/27/00
SHELTER
TITLE:
POWER SYSTEM DIAGRAM
DATE: 5/30/00
DWG NO: CI -0031-20027
REV:
APPROVED:
CHKD
DATE
® ONE
5887 MONUMENT DRIVE
�,A TQ,A� ,,,K,
APVD
DATE
JOB:
NEWCOM WIRELESS 814
SCALE: NONE
SHEET: I OF p
SIZE: B
Electrical Load Calculations
Item Qty
Watts
Total Amps
VA
Lights @ 80 W 1.25 3
300
2.50
300
Light, incandescent 1
100
0.83
100
Receptacles 4
720
6
720
HVAC 1
Power fail relay 1
5000
20.83
5000
Surge arrester 1
0
20
0.00
0
0.08
10
Total VA
Total load @ 240 V
6130
25.5
LOAD CALCULATIONS
NOTES:
I. HVAC LOADS ARE MAXIMUM UNDER HEATING OPERATION.
2. SURGE ARRESTOR IS PASSIVE DEVICE AND DRAWS MINIMAL LOAD.
3. POWER FAILURE RELAY DRAWS NO LOAD.
4. EXTERIOR LIGHT DRAW IS MAXIMUM WITH INCANDESCENT LAMP;
LESS WITH USE OF COMPACT FLUORESCENT.
ENGIM\
F. JOy
8161 S
NO.
C05570
Exp. /W 06
DATE BY DWN MHD DATE 4/27/00 ® SHELTER TITLE: DATE: DWG NO:
POWER SYSTEM DIAGRAM 4/27/00 CI -0031-20027
CHKD DATE ONE
APVD 5WMwNWEWDarvE JOB' SCALE: SHEET: SIZE: 8
DATE o�sv,Ws OR 97528 NEWCOM WIRELESS 814 NONE 2 OF 2
DREcyo�
0.2 .�`
R f F.
4658
APPROVED:
NOTE: FOUNDATION CONTRACTOR TO COORDINATE THE C -C
SPACING OF FOOTINGS TO ESTABLISH 6000 GRIP OF THE CHANNEL
SECTION BY THE CLIPS.
(SQUARE TYPE FOOTINGS SRO"; ROUND TYFE SAME C -C DIMENSIONS)
CORNER PIER FOOTINGS
SQUARE TYPE
IIT.
FOOTING DESIGN SUITABLE FOR 100 MPH WIND LOAD
a
100 PSF LIVE FLOOR LOADING
Win NOFE IN ONE (ENGIN OVER TOP
OF SHELTER AT BOTH EMS OF UNIT
GALVANIZED OR STAINLESS
1/4' x 6 x 7 WIRE ROPE
FRE -TENSION TO 1.000#
NENCOn d14
EOIFNENT $F'cLTEN
T4@NBUCRLE EACH SIM
�gm
rill —1111
SECTION
,�-D' naxllwn
VULCANIZED RUBBER BOOT CUT FRIRN
USED NYLON CASED CAR TIRE TO
PREVENT DAMAGE TD ROOF
4• HIMIS
THICK cci
R BY Iz—
BASE CORSE
W HEux ANCHOR WrzH MINInvn 6,000#
ULTIMATE PU1 WT CAPAIITY
B n. I,r.Ir.wmFan .l reN \
ezua.�e� vmrtN wlx NEWCgH 814
.-1111-IIII�III„�=
SECTION
TEMPORARY HOLD-DOWN OPTION
(GOOD FOR WINDS UP TO 100 MPA)
ALTFFNATE BASE:
B x B PRE�$I.pE TREATED
TIH6ERS, FLAG
PERIMETER: UTILIZE
SANE CABLE AND ANCHOR
SYSTEM.
0_1�_MDOI N LOCATION (TYF)
PLAN VIEW
I I
`r .,.!'.!:!-Iwc.:«.hlr N
L, xe EA
.s.la..-,.. EOUIiMERT NT SNELELTii
2'-0”
0 ,
CONTINUOUS FOOTING DESIGN
PRSECTION
OFFBr
u Y:aqu4 H+a f0 !'
V
CORNER
RFOOTING S Z
ROUND PP �
Q 4�176449F Dy V NIGH ' OFE$31
OTING SIZgy�(
ALTERNATE MER FOE 3'-0 DIA x 1'-v aFQ� ,,`��iE VIA R Z
p V O e
OkE N e N0. CF 98041
SIT SIT
1.«FOUN FOUNDATION DESIGNON ISE
BASED ON TABLE 18-1-A OF
THE 1997 UNIFORM BUILDING CODE. FOUNDATION
DESIGN ASSUMES SECIAL SOIL ROCK)EXIST AT THE SITE PER FOOTNOTE l0 CONDITIONS
RUBC
TABLE I6 -1-A.
2. ASSUMED ALLOWABLE VERTICAL DOWNLOAD ON
SOIL BELOW SPREAD FOOTING IS 1,000 POUNDS PER
SQUARE FOOT AT A DEPTH OF 12 INCHES BELOW
NATURAL GROUND SURFACE; PLUS A 1/3RD INCREASE
FOR WIND AND SEISMIC LOADS.
3, LATERAL RESISTANCE IS OFFERED BY A
PASSIVE RESISTANCE (EFP) OF 100 PCF PLUS A
I/3RD INCREASE FOR WIND AND SEISMIC LOADS
COMBINED WITH A LATERAL SLIDING COEFFICIENT OF
0.30 BETWEEN CONCRETE AND SOIL.
4. LATERAL AND OVERTURNING FORCES ARE
RESISTED BY A FORCE COUPLE ACTING ON THE
BUILDING STRUCTURE AND THE SUPPORTING
FOUNDATIONS.
5. CONCRETE SHALL HAVE AN ULTIMATE
COMPRESSIVE STRENGTH OF AT LEAST 2,500 PSI AT
28 DAYS AND SHALL CONTAIN 6.5 SACKS OF CEMENT
PER CUBIC YARD, MINIMUM. AN AIR ENTRAINING
AGENT SHALL BE USED WHICH SHALL RESULT IN A
MINIMUM OF 5% AND A MAXIMUM OF 7% ENTRAINED
AIR AT TIME OF CONCRETE PLACEMENT. CEMENT
SHALL CONFORM TO ASTM C-150, TYPE 11, LOW
ALKALI CEMENT. THE RATIO OF WATER TO CEMENT
(W/C) SHALL NOT EXCEED 0.50 BY WEIGHT.
CONCRETE AGGREGATES SHALL CONFORM TO ASTM
C33.
6. REINFORCING BARS SHALL CONFORM TO ASTM
A615 - GRADE 60 MINIMUM. PROVIDE 3- MINIMUM
CLEARANCE AT ALL SIDES UNLESS NOTED OTHERWISE
CUI ON PLANS.
7. STRUCTURAL FOOTING EXCAVATIONS SHALL BE
CLEANED OF ALL LOOSE MATERIAL PRIOR TO PLACING
CONCRETE. A REPRESENTATIVE OF THE LOCAL
BUILDING AUTHORITY AND THE OWNER SHALL OBSERVE
ALL FOUNDATION EXCAVATIONS BEFORE REBAR OR
CONCRETE PLACEMENT. FOUNDATIONS SHALL BEAR
AGAINST FIRM, DRY, UNDISTURBED NATURAL GROUND
OR ROCK.
WHERE8. WELDING REINFORCING
REQURED,,SUCHWELDINGSHALSTEEL CONFORM WITH AWS
012.1 USING PROPER LOW -HYDROGEN ELECTRODES.
TACK WELDING OF OR TO REBAR IS STRICTLY
PROHIBITED.
REINFORCING STEEL SHALL FABRICATED
ACCORDING TO THE 'MANUAL OF STANDARD
FOR REINFORCED CONCRETE CONSTRUCTION' OF THE
CONCRETE REINFORCING STEEL INSTITUTE, LATEST
EDITION.
10, CONCRETE AND SOIL ARE CONSIDERED TO WEIGH
90 AND 150 POUNDS PER CUBIC FOOT FOR DESIGN
PURPOSES, RESPECTIVELY.
11. PREFABRICATED FOUNDATION ELEMENTS
(CONCRETE FOOTINGS) SHALL BE BEDDED ON V THICK
LAYER OF SAND, MINIMUM.
12. BACKFILL AND TAMP SOIL TIGHTLY AROUND
CONTINUOUS AND ISOLATED FOOTINGS.
SHEET CI -20027
PROJECT
NewCom Model 894
TIRE DRAWN BY DATE
Foundation Plan MHD 611/00
CAD FRE NAME APPROVALS
C1-20027 Rev A.mcd s� B