HomeMy WebLinkAboutOmnipoint - Site Plan Review - Structural PlanDOWNTIL I BRACKET j ,PIPE CLAMP 3 FT. STANMcc Tnu,co
EQUAL TO MICROFLEC TEC DOWNTILT KIT" MOUNTING B
ANTENNA
I TOWER ANGLE LEG
STABILIZING --�
STRUT
DOWNTILT BRACKET W/
PIPE CLAMP
ANTENNA ISEE
- ELEC. DRAWINGS)
FIELD COORDINATE
EXACT HIGHT WITH F.C.M
ANTENNA MOUNTING FRAME
2
3. ALL MOUNTING BRACKETS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS ANTENNA MONTIG PLAN
SCALE: N T.S S-1
NOTES.
( \\ , F- :, I \ COAX SHALL BE SUPPORTED EVERY 3 FEET
TEEL
PIPE -LEG
STANDOFF MOUNTS:
FOR
PIPE SIZE
PRODUCT
NUMBER
WEIGHT
2-7
8
OD
B1498
42
LB
3-1
2
OD
61499
42
LB
4 OD
81500
44
LB
4-1/2"
OD
81501
44
LB
5-9/16"
OD
81502
55
LB
6-5/8"
OD
B1503
55
LB
"
OD
81540
60
LB
10-3/4"
0
-
81617
„
RUCTUR AL S
1. DESIGN REQUIREMENTS ARE PER UNIFORM BUILDING CODE/1994,
ANSI/ASCE7. EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL
ANTENNA SUPPORTING STRUCTURES
THE BASIC GROUND WIND SPEED UTILIZED
FOR DESIGN IS 90 MPH,
2. REFER TO THE SITE PLAN FOR BOUNDARY SURVEY
AND SITE TOPOGRAPHY.
3. CONCRETE FOR CONCRETE PAD SHALL BE 3000 PSI NORMAL
WEIGHT CONCRETE, REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS.
4, CONCRETE PAD SHALL BE PLACED OVER UNDISTURBED OR WELL COMPACTED SOIL.
5. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36.
ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B.
ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE
HOT DIP GALVANIZED AFTER FABRICATION.
6. WELD,NG SH:,! L EE IN ACCORDANCE WTH THE AMERICA`; WELDIN3 Ss-'-'IETY
(AWS) D.1.1-92 STRUCTURAL WELDING CODE- STEEL 'WELD ELECTRONICS
SHALL BE E70XX.
7. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES
SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8n MINIMUM
DIAMETER BEARING TYPE CONNECTIONS WITH THREADS INCLUDED IN THE
SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE
GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS
SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED.
ICE BRIDGE
y
500 LB MIN. CAPACITY)
'2"0 STAINLESS STEEL BOLTS EA.
POWER PEDESTAL
ERICSSON SUB -BASE FRAME MOUNTED TO SLAB
W/ 4-- 5/ HILTI STAINLESS STEEL KWIK BOLTS.
SH149 IFR R T
EQUI ED 0 LEVEL SLAB BEYOND
(MIN. 3 1/2" EMBEDMENT)
FULTON TECHNOLOGIES POWER/TELCO PEDESTAL BASE
- PLATE MOUNTED TO SLAB W/ 4-5/8"0 HILTI STAINLESS
STEEL KWIK BOLTS (MIN EMBEDMENT 4 1/2
a UNDER BASE ATE NK GROUT LEVELING COURSE
PROVIDE 1 1/2" CHAMFER FOR ALL VERTICAL
CORNERS AND ALL HORIZONTAL CORNERS
ABOVE GRADE.
i
r -
-
Air
l
8"
12" MIN. CLEAN WASHED CRUSHED STONE/ 6'x8'x12" REINFORCED CONCRETE
UNDER BTS SUPPORT PAD. SUPPORT PAD W/#6 BARS @ 12" O.C.
TOP AND BOTTOM. MMAINTAIN MINIMUM 3"
CLEAR COVER FOR ALL REINFORCEMENT.
zNTRACTOR SHALL GRADE EXISTING GROUND TO PROMOTE
PROPER DRAINAGE AWAY FROM BTS SUPPORT PAD. GRADING
SHALL BE PERFORMED PRIOR TO CONSTRUCTION OF BTS
SUPPORT PAD MONOPOLE FOUNDATION AND INSTALLATION OF
CLEAN WASHEb CRUSHED STONE.
Ub" SUPPug"Rol" mr A D D E T "A' I L
SCALE N.T.S.
1/2" A36 STEEL PLATE TO BE
ALVANIZED. FASTEN PLATE TO TOWER
�L WITH 1/2" 0 HOT DIP GALVANIZED U -BOLTS
)VIDE 5/8" 0 HOT DIP GALVANIZED
3OLTS SIZE AS REQUIRED
EXISTING HORIZOINTAL TOWER STRUT
STING
3LES)
i
1. ALL FASTENERS AND "J" HOOKS TO BE STAINLESS STEEL.
2. ALL COMPONENTS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS
COAX I TI - G GRIP DETAIL 5
SCALE: N.T.S. S-1
2"0 PIPE 0 10' O.C.
z
1/4- THICK CAP PL
FULLY WELDED
L 3x3x1/4x2'-8" LG
1 i1/1g/97 ISSUED FOR CONSTRUCTION
1 11/10/97 ISSUED FOR REVIEW
MICROFLECT 26183
WAVEGUIDE COVER THE INFORMA11ON CONTAINED IN
THIS SET OF DOCUMENTS IS
--5/8"0 THREADED ROD PROPRIETARY BY NATURE. ANY
x 1 -4 LEG USE OR DISCLOSURE OTHER THAN
L 2x2x1/4x1'-8" LG THAT WHICH RELATES TO OMNIPOINT
W/3/4-0 HOLES 0 2 1/2" Q.C. ('()AAA#I WIPAT MIC CKf TCD00lCC"C 'I,.,
-- DOUBLE NUTS
& WASHERS
COAX CABLE W SST
SNAP -IN CABLE HANGER
s a
I 'e •d a
,,
NST
1. ALL STEEL TO BE HOT DIP GALVANIZED.
2. ALL BOLTS TO BE FURNISHED W/ WASHERS AND NUTS.
CABLE BRIDGE SEC ;71.0m6
SCALE N.T.S. S-1
FILE: 161832S1
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