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r4TEFi NOTES:
I. ALL STRUCTURAL- STEEL WORK IS TO BE PER THE BEST PRACTICE OF
THE,,MANUAL OF STEEL CONSTRUCTION, LATEST EDITION', AMERICAN
INSTITUTE OF STEEL CONSTRUCTION (AISE).
2. ALL STRUCTURAL STEEL IS TO BE ASTM A36. FULL LENGTH MEMBERS,
NO SPLICES ALLOWED EXCEPT AS DETAILED.
3. ALL BOLTS ARE TO BE 3/4" DIAMETER A 325X.
4. ALL WELDING IS TO BE IN ACCORDANCE WITH THE AMERICAN
WELDING SOCIETY (AWS) SPECIFICATIONS USING E70XX EL.ETRODE.
ALL WELDERS SHALL BE CURRENTLY AWS CERTIFIED TO PERFORM
WELDS BEING MADE.
PAINT SPECIFICATIONS:
I. SURFACE PREPARATION: WHITE METAL BLAST SSPC-SPS ORNACEI.
2. PRR,4F COAT: ARMOR SEAL 33 EPDXY, PRIMER BY SHERWIN WILLIAMS.
3. TOPCOAT: 2 COATS SHERWINwa LIAMS ARMOR SEAL IOOOHS BY
SHERWIN WILLIAMS-
ALL WORK AND MATERIALS IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS.
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TOWER SUPPORT
DETAIL PLAN
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PLAN
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RRCIIS'I'ERED
PROFESSR)NAI.
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
AGI"� (501) 315-0786 FAX (501) 315-0'700
....._..
i
DATE: 9-8-2000
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TOWER SUPPORT
DETAIL PLAN
�4!
L_
PLAN
J*
RRCIIS'I'ERED
PROFESSR)NAI.
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6^°S 54zl C11 'YS N4 8
r r s
ROOF OF BUILDING NO. 2, RIVERCLIFF APARTMENTS
SCALE 1",= 10
EAST ELEVATION NORTH ELEVATION
NOTES:
1a)TESSCO 25G TOWER
0 TESSCO EB2525G EAVE BRACKET (2 Req'd )
O3 TESSCO BPC25G BASE PLATE
OMC 6X 12 HRS CHANNEL
O 12" X 1/4" X 1'6" HRS PLATE
�2 1/2" X 2 1/2" X 3/16" NRS ANGLE
O6" X 6" X 3/6"X 1'4" HRS ANGLE
11/16" DRILL 4 HOLES @ 2" CTRS.
Fasten to existing Roof Beam by welding or
with 2 @ 5/8" structural bolts. ( 2 REQUIRED )
O EXISTING STEEL ROOF BEAM
O9 BASE PLATE. 10" X 1/4" X 1'3" HRS PLATE
WITH 11/16" X 1- 9/16" SLOTTED HOLE. (2 REQ'D )
10 5/8" GALVANIZED ANCHOR BOLT SET IN CONCRETE
WITH EPDXY PER MFG. RECOMMENDATIONS
11 EXISTING CONCRETE ROOF BEAM
12 6" X 10-3/4" X 3/8" HRS PLATE WEBB STIFFENER
WELD ALL AROUND.
NOTE: ALL BOLTS TO BE 5/8" GALVANIZED STEEL
STRUCTURAL BOLTS.
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
AGI"� (501) 315-0786 FAX (501) 315-0'700
....._..
Y}i. 1"
DATE: 9-8-2000
C.A.D. BY: ,w
DRAWINGNUMBER: SHEET:
00-733 1 of 1
- �—
Y
S
y�3 d
6^°S 54zl C11 'YS N4 8
r r s
ROOF OF BUILDING NO. 2, RIVERCLIFF APARTMENTS
SCALE 1",= 10
EAST ELEVATION NORTH ELEVATION
NOTES:
1a)TESSCO 25G TOWER
0 TESSCO EB2525G EAVE BRACKET (2 Req'd )
O3 TESSCO BPC25G BASE PLATE
OMC 6X 12 HRS CHANNEL
O 12" X 1/4" X 1'6" HRS PLATE
�2 1/2" X 2 1/2" X 3/16" NRS ANGLE
O6" X 6" X 3/6"X 1'4" HRS ANGLE
11/16" DRILL 4 HOLES @ 2" CTRS.
Fasten to existing Roof Beam by welding or
with 2 @ 5/8" structural bolts. ( 2 REQUIRED )
O EXISTING STEEL ROOF BEAM
O9 BASE PLATE. 10" X 1/4" X 1'3" HRS PLATE
WITH 11/16" X 1- 9/16" SLOTTED HOLE. (2 REQ'D )
10 5/8" GALVANIZED ANCHOR BOLT SET IN CONCRETE
WITH EPDXY PER MFG. RECOMMENDATIONS
11 EXISTING CONCRETE ROOF BEAM
12 6" X 10-3/4" X 3/8" HRS PLATE WEBB STIFFENER
WELD ALL AROUND.
NOTE: ALL BOLTS TO BE 5/8" GALVANIZED STEEL
STRUCTURAL BOLTS.
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
AGI"� (501) 315-0786 FAX (501) 315-0'700
FOR USE AND BENEFIT OF,
Cricket Communications, Inc.
ROOF MOUNT TOWER SUPPORTS
LIT 040C RIVER FRONT
DATE: 9-8-2000
C.A.D. BY: ,w
DRAWINGNUMBER: SHEET:
00-733 1 of 1
- �—
REVISED:
CHECKED BY: 1 /1 e
--
SCALE: Noted
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6^°S 54zl C11 'YS N4 8
r r s
ROOF OF BUILDING NO. 2, RIVERCLIFF APARTMENTS
SCALE 1",= 10
EAST ELEVATION NORTH ELEVATION
NOTES:
1a)TESSCO 25G TOWER
0 TESSCO EB2525G EAVE BRACKET (2 Req'd )
O3 TESSCO BPC25G BASE PLATE
OMC 6X 12 HRS CHANNEL
O 12" X 1/4" X 1'6" HRS PLATE
�2 1/2" X 2 1/2" X 3/16" NRS ANGLE
O6" X 6" X 3/6"X 1'4" HRS ANGLE
11/16" DRILL 4 HOLES @ 2" CTRS.
Fasten to existing Roof Beam by welding or
with 2 @ 5/8" structural bolts. ( 2 REQUIRED )
O EXISTING STEEL ROOF BEAM
O9 BASE PLATE. 10" X 1/4" X 1'3" HRS PLATE
WITH 11/16" X 1- 9/16" SLOTTED HOLE. (2 REQ'D )
10 5/8" GALVANIZED ANCHOR BOLT SET IN CONCRETE
WITH EPDXY PER MFG. RECOMMENDATIONS
11 EXISTING CONCRETE ROOF BEAM
12 6" X 10-3/4" X 3/8" HRS PLATE WEBB STIFFENER
WELD ALL AROUND.
NOTE: ALL BOLTS TO BE 5/8" GALVANIZED STEEL
STRUCTURAL BOLTS.
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
AGI"� (501) 315-0786 FAX (501) 315-0'700
FOR USE AND BENEFIT OF,
Cricket Communications, Inc.
ROOF MOUNT TOWER SUPPORTS
LIT 040C RIVER FRONT
DATE: 9-8-2000
C.A.D. BY: ,w
DRAWINGNUMBER: SHEET:
00-733 1 of 1
- �—
REVISED:
CHECKED BY: 1 /1 e
--
SCALE: Noted