HomeMy WebLinkAboutZ-4478-E Map 2STRUCTURAL 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) QRS #5 AND SMALLER 1 1/2"
(b) BAPS-�LARGER THAN 5 2"
5) NO SPLICES OF REINFORCEMENT -PERMITTED EXCEPT AS DETAILED OR
AUTHORIZED. DETAIL BARS IN ACCORDANCE, WITH "ACI DETAILING MANUAL -
19947, 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 NATURA
WITH A CAPACITY OF 2,000 PSF. THIS VALUE IS TO BE VERIFIED IN THE
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
FREE FROM LOOSE MATERIAL AND EXCESS GROUNDWATER. DEWATERING
EXCESS GROUNDWATER SHALL BE PROVIDED IF REQUIRED.
3) CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL.
SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH.
UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND E
REPLACED MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE
EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIE
THE FOUNDATION.
- -8" CONCRETE SLAB W/
#4®12 O.C. EA WAY
--8" #57 STONE OR CR -1
BROOM FINISH
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
FUTURE
GROWTH
CABINET
L — —
GROWTH
CABINET
PRIMARY
RADIO
CABINET
POWER
CABINET
2'-4" _! 2'-4" 2'-4"__� 11
131-0"
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 [QUAL) 1/2"0
W/ 4 1/2" EMBED. MIN.
(TYP. 4 PLACES)
TS 3 1/2" OR -
3 1/2"0 STD
PIPE
PIPE, & BOLT PATTERN
3/16
- 8" x8" x3/8"
ICE BRIDGE BASE PLATE DETAIL 3
NinT Tn crAI c S-1
10'-0" (TYP)------�
A -
C-2
GALVAN I Z E D
PLATFORM W/
HANDRAIL
GB #4
ICE BRIDGE SECTION
NOT TO SCALE
IVA
GB #3
NOTE:
1. MONOPOLE AND PLATFORM ARE DESIGNED BY OTHERS.
2. SEE ELECTRICAL DRAWING FOR GROUNDING DETAILS.
ANTENNA ORIENTATION �
NOT TO SCALE
ANTENNA -SEE
SCHEDULE ON SHEET
A-1. SEE ELEVATION
ON SHT A-2
ANTENNA
MOUNTING
BRACKET
DOWNTILT
BRACKET
ANTENNA MOUNT
AND HANDRAIL
2 1/2"0 PIPE
GALVANIZED
- PIPE TO PIPE
CLAMP
SEE NOTE 1
SEE NOTE 2
PIPE INLET-
GRATING
MONOPOLE
PORT ON
MONOPOLE
NOTES:
1. SECURE CABLES TO GRATING W/ TIE WRAPS 3'-0" O.0
2. PROVIDE KELLOMS GRIP AROUND CABLES AND
FASTEN TO (E) J -HOOKS INSIDE MONOPOLE
SECTION
MICROFLECT -
B509 PIPE HEAD
f--
0
.I
NOT TO SCALE
WIDE GALV
GA BENT
11/16"0 HOLES
F TO SUIT
MICROFLECT 81190
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
5 O.D. PIPE
LECT B130)
ivv i E:
ALL STEEL IS GALVANIZED. ALL BOLTS
TO BE FURNISHED W/ WASHERS AND NUTS.
ICE BRIDGE PIER r
3000 PSI
CONCRETE PILE
NOT TO SCALE
TELECORP
REALTY, LLC
900 S. SHACKLEFORD
SUITE 600
LITTLE ROCK, AR 72211
OFFICE, (501) 312-2455
&Al
GEM ENGINEERING COMPANY
10970 Stancliff
Houston, Texas 77099-4206
Phone 281 561-9225
Fax 281 561-9399
PROJECT NO- LTR0188
DRAWN BY- GVS1
CHECKED BY- TAlHM
SUBMITTALS
(V.
DESCRIPTION
REV.
FINAL
- 1
_I
00
-_--__
- -8" CONCRETE SLAB W/
#4®12 O.C. EA WAY
--8" #57 STONE OR CR -1
BROOM FINISH
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
FUTURE
GROWTH
CABINET
L — —
GROWTH
CABINET
PRIMARY
RADIO
CABINET
POWER
CABINET
2'-4" _! 2'-4" 2'-4"__� 11
131-0"
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 [QUAL) 1/2"0
W/ 4 1/2" EMBED. MIN.
(TYP. 4 PLACES)
TS 3 1/2" OR -
3 1/2"0 STD
PIPE
PIPE, & BOLT PATTERN
3/16
- 8" x8" x3/8"
ICE BRIDGE BASE PLATE DETAIL 3
NinT Tn crAI c S-1
10'-0" (TYP)------�
A -
C-2
GALVAN I Z E D
PLATFORM W/
HANDRAIL
GB #4
ICE BRIDGE SECTION
NOT TO SCALE
IVA
GB #3
NOTE:
1. MONOPOLE AND PLATFORM ARE DESIGNED BY OTHERS.
2. SEE ELECTRICAL DRAWING FOR GROUNDING DETAILS.
ANTENNA ORIENTATION �
NOT TO SCALE
ANTENNA -SEE
SCHEDULE ON SHEET
A-1. SEE ELEVATION
ON SHT A-2
ANTENNA
MOUNTING
BRACKET
DOWNTILT
BRACKET
ANTENNA MOUNT
AND HANDRAIL
2 1/2"0 PIPE
GALVANIZED
- PIPE TO PIPE
CLAMP
SEE NOTE 1
SEE NOTE 2
PIPE INLET-
GRATING
MONOPOLE
PORT ON
MONOPOLE
NOTES:
1. SECURE CABLES TO GRATING W/ TIE WRAPS 3'-0" O.0
2. PROVIDE KELLOMS GRIP AROUND CABLES AND
FASTEN TO (E) J -HOOKS INSIDE MONOPOLE
SECTION
MICROFLECT -
B509 PIPE HEAD
f--
0
.I
NOT TO SCALE
WIDE GALV
GA BENT
11/16"0 HOLES
F TO SUIT
MICROFLECT 81190
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
5 O.D. PIPE
LECT B130)
ivv i E:
ALL STEEL IS GALVANIZED. ALL BOLTS
TO BE FURNISHED W/ WASHERS AND NUTS.
ICE BRIDGE PIER r
3000 PSI
CONCRETE PILE
NOT TO SCALE
TELECORP
REALTY, LLC
900 S. SHACKLEFORD
SUITE 600
LITTLE ROCK, AR 72211
OFFICE, (501) 312-2455
&Al
GEM ENGINEERING COMPANY
10970 Stancliff
Houston, Texas 77099-4206
Phone 281 561-9225
Fax 281 561-9399
PROJECT NO- LTR0188
DRAWN BY- GVS1
CHECKED BY- TAlHM
SUBMITTALS
DATE
101-27-991CONSTRUCTION
DESCRIPTION
REV.
FINAL
- 1
_I
1�P�Op
A www
f/,No. 6796
SCALE -
0 1/2 1 2
I - - I I I
GRAPHIC SCALE IN INCHES
LTRO16B
MORRISON RD.
TANK *16
13602 MORRISON RD.
LITTLE ROCK
ARKANSAS 72212
SHEET TITLE
STRUCTURAL NOTE
SECTIONS
AND ELEVATIONS
SHEET NUMBER
S-1
SHEET 4 OF 8 SHEETS