HomeMy WebLinkAboutZ-6609 Map 4STRUCTURAL NOTES
A. GENERAL
1) DESIGNS OF ANTENNA, COAX -CABLE, EQUIPMENT INSTALLATIONS SHALL COMPLY
WITH TIA/EIA-222-F-1996 STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS
AND ANTENNA SUPPORT STRUCTURES. THE BASIC WIND SPEED FOR DESIGN IS
70 MPH. ICE THICKNESS IS 1/2 INCH.
2) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS & EXISTING
CONDITIONS AND NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. ENGINEER/
ARCHITECT'S APPROVAL IS REQUIRED FOR ANY CHANGES TO THE DESIGN.
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF
CONSTRUCTION AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH OSHA
SAFETY REQUIREMENTS.
B. STEEL
1) STRUCTURAL STEEL FABRICATION, ERECTION AND CONNECTION DESIGN SHALL
CONFORM TO THE LATEST EDITION OF THE AISC ASD SPECIFICATION.
2) 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.
3) ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES
SHALL CONFORM TO ASTM A307 OR ASTM A36, U.N.O. ALL EXPOSED FASTENERS,
NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE
EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED.
4) WELDING SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS)
D.1.1-92. STRUCTURAL WELDING CODE -STEEL WELD ELECTRONICS SHALL BE E70XX.
C. CONCRETE
1) ALL CONCRETE CONSTRUCTION SHALL BE PER ACI 318 AND ACI 301 LATEST
EDITIONS.
2) ALL CONCRETE SHALL ATTAIN THE FOLLOWING 28 DAY COMPRESSIVE STRENGTHS
OF MINIMUM 3,000 PSI.
3) REINFORCING STEEL SHALL CONFORM TO A615-GR60.
4) REINFORCEMENT PROTECTION TYPICAL U.N.O.:
CONCRETE PLACED AGAINST EARTH 3"
CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH:
(a) BARS #5 AND SMALLER 1 1/2"
(b) BARS LARGER THAN #5 2"
5) NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR
AUTHORIZED. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL -
1994", PUBLICATION SP -66 AND "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE", ACI 318-95.
D. FOUNDATION AND EARTHWORK
1) FOUNDATIONS ARE DESIGNED TO BEAR ON ENGINEERED FILL OR NATURAL SOIL
WITH A CAPACITY OF 2,000 PSF. THIS VALUE IS TO BE VERIFIED IN THE FIELD
BY A QUALIFIED INSPECTOR OR TESTING AGENCY.
2) ALL EXCAVATION ON WHICH CONCRETE IS TO BE PLACED SHALL BE
SUBSTANTIALLY HORIZONTAL OR UNDISTURBED AND UNFROZEN SOIL AND BE
FREE FROM LOOSE MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR
EXCESS GROUNDWATER SHALL BE PROVIDED IF REQUIRED.
3) CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF
SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH. THE
UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE
REPLACED MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE
EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR
THE FOUNDATION.
—8" CONCRETE SLAB W/
V'
#4@12 O.C. EA WAY
-- 8" #57 STONE OR CR -1
i
N I BROOM FINISH
0
COMPACTED SOIL TO
MIN. 95% MODIFIED MAX.
DENSITY PER ASTM D1557
METHOD D)
NOTE:
CONTRACTOR TO VERIFY LOCAL CODES FOR REBAR
AND CONCRETE AND TO VERIFY WITH TELECORP
THIS INSTALLATION AS IT DIFFERS FROM LUCENT
TECHNOLOGIES SPECIFICATIONS.
FOUNDATION SECTION -
NOT TO SCALE
POWER
CABINET
PRIMARY FUTURE
GROWTH
RADIO CABINET GROWTH
CABINET CABINET
1'-3" 2'-7" 1 1" 2'-4" 2'-4" 2,-4,. 1`3"
13'--0"
NOTES:
1. CONCRETE FOR SLAB ON GRADE SHALL BE AIR ENTRAINED, fc' = 3000 PSI AT 28 DAYS.
2. ALL EXPOSED CONCRETE CORNERS SHALL HAVE A 3/4" CHAMFER.
3. REINFORCING BARS SHALL BE ASTM A615 GR 60.
4. MINIMUM CONCRETE COVER REINFORCING STEEL SHALL BE 2" IF CONCRETE IS PLACED IN FORM,
3" IF CONCRETE IS PLACED AGAINST EARTH.
FOUNDATION PLAN �
NOT TO SCALE
HILTI HIT C -100 -
(OR EQUAL) 112"0
W/ 4 112" EMBED. MIN.
(TYP. 4 PLACES)
TS 3 1/2" OR
3 112"0 STD
PIPE
PIPE, & BOLT PATTERN
t
Z 3/16
0
�- _ 8" x8" x3/8"
O O
1 1/2" _-
TYP.
ICE BRIDGE BASE PLATE DETAIL
NCT T-, SC LE
v
ICE BRIDGE PIERS
ICE BRIDGE SECTION
NOT TO SCALE
Pti G�O� G
C5
Q
O 0
II o
a w (N) RADOME COVER
V)
i
(N) MONOPOLE
(BY OTHERS)
(N) EMS ANTENNA
# RR90-17-04DP
(3 TOTAL)
ANTENNA ORIENTATION
NOT TO SCALE
(N) MOUNTING BRACKET
BY EMS OR EQUAL
(N) EMS ANTENNA
(3 TOTAL)
DETAIL
NOT TO SCALE
MICROFLECT
B509 PIPE HEAD
8"
(N) MONOPOLE
WIDE GALV
11 GA BENT T
11/16"0 HOLES
T TO SUIT
MICROFLECT B1190
HALFSTRAP W/ 1/4" 0
STAINLESS STEEL SCREW
(OR EQUAL)
MICROFLECT B1752 SNAP
-IN HANGER BRACKET,
BOLTED TO CHANNEL
-(12) 3/4" HOLES FOR
SNAP -IN HANGERS
-COAX CABLE W/ SST
SNAP -IN CABLE HANGER
3 1/2"0 O.D. PIPE
(MICROFLECT B130)
I
I
3000 PSI
CONCRETE PILE
( --
fT
NOTE:
ALL STEEL IS GALVANIZED. ALL BOLTS
TO BE FURNISHED W/ WASHERS AND NUTS.
ICE BRIDGE PIER
NOT TO SCALE
REALTY, LLC
900 S. SHACKLEFORD
SUITE 600
LITTLE ROCK, AR 72211
OFFICE, (501) 312-2455
GEM ENGINEERING COMPANY
10970 Stancliff
Houston, Texas 77099-4206
Phone 281 561-9225
Fax 281 561-9399
PROJECT NO- LTR061B
DRAWN BY- VD
CHECKED BY- TA/HM
SUBMITTALS
DATE
DESCRIPTION
REV.
12-17-98- CONSTRUCTION FINAL
r
0
i
8"
(N) MONOPOLE
WIDE GALV
11 GA BENT T
11/16"0 HOLES
T TO SUIT
MICROFLECT B1190
HALFSTRAP W/ 1/4" 0
STAINLESS STEEL SCREW
(OR EQUAL)
MICROFLECT B1752 SNAP
-IN HANGER BRACKET,
BOLTED TO CHANNEL
-(12) 3/4" HOLES FOR
SNAP -IN HANGERS
-COAX CABLE W/ SST
SNAP -IN CABLE HANGER
3 1/2"0 O.D. PIPE
(MICROFLECT B130)
I
I
3000 PSI
CONCRETE PILE
( --
fT
NOTE:
ALL STEEL IS GALVANIZED. ALL BOLTS
TO BE FURNISHED W/ WASHERS AND NUTS.
ICE BRIDGE PIER
NOT TO SCALE
REALTY, LLC
900 S. SHACKLEFORD
SUITE 600
LITTLE ROCK, AR 72211
OFFICE, (501) 312-2455
GEM ENGINEERING COMPANY
10970 Stancliff
Houston, Texas 77099-4206
Phone 281 561-9225
Fax 281 561-9399
PROJECT NO- LTR061B
DRAWN BY- VD
CHECKED BY- TA/HM
SUBMITTALS
DATE
DESCRIPTION
REV.
12-17-98- CONSTRUCTION FINAL
Y
460000001
F
ARKAN S
•
FESI NAL •
ENGINEER
No, 8796
� 7 �
SCALE -
0 1/2 1
GRAPHIC SCALE IN INCHES
LTR061B
MARKET STREET/
POWER HOUSE GYM
1428 MERRILL DR.
LITTLE ROCK
ARKANSAS 72211
SHEET TITLE
STRUCTURAL NOTES
SECTIONS
AND ELEVATIONS
SHEET NUMBER
S-1
SHEET 4 OF 8 SHEETS