HomeMy WebLinkAboutZ-6661-A Map 4M
0
x 19/e SWT
Fort ITEM 10
END VIEW
STEEL NOTES:
1. 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 ELETRODE.
ALL WELDERS SHALL BE CURRENTLY AWS CERTIFIED TO PERFORM
WELDS BEING MADE.
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PAINT SPECIFICATIONS:
1. SURFACE PREPARATION: R'HITE METAS BLAST SSPC-SPS OR NACEI.
2. PRIME COAT: ARMOR SEAL 33 EPDXY, PRIMER BY SHERWIN WILLIAMS.
3. TOP COAT: 2 COATS SHERWIN WILLIAMS ARMOR SEAL 1000HS BY -
SHERWIN WILLIAMS.
ALL WORK AND MATERIALS IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS.
--- ra3/ICD'
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HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF
Cricket Communications, Inc.
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C.A.D. BY: 4V
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CHECKED BY: /-�
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x 19/e SWT
Fort ITEM 10
END VIEW
STEEL NOTES:
1. 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 ELETRODE.
ALL WELDERS SHALL BE CURRENTLY AWS CERTIFIED TO PERFORM
WELDS BEING MADE.
i
PAINT SPECIFICATIONS:
1. SURFACE PREPARATION: R'HITE METAS BLAST SSPC-SPS OR NACEI.
2. PRIME COAT: ARMOR SEAL 33 EPDXY, PRIMER BY SHERWIN WILLIAMS.
3. TOP COAT: 2 COATS SHERWIN WILLIAMS ARMOR SEAL 1000HS BY -
SHERWIN WILLIAMS.
ALL WORK AND MATERIALS IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS.
--- ra3/ICD'
I
I
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF
Cricket Communications, Inc.
ROOF MOUNT TOWER SUPPORTS
LIT 040C RIVER FRONT
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C.A.D. BY: 4V
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i
REVISED:
TOWER SUPPORT
DETAIL PLAN
eTGI� L.
u
PLAN
AR»SAS
REGISI'ERED
PROFESSIONAL
EAST ELEVATION
U
ROOF OF BUILDING NO. 2, RIVERCLIFF APARTMENTS
SCALE 1 " = 10,
NORTH ELEVATION
NOTES:
OTESSCO 25G TOWER
TESSCO EB2625G EAVE BRACKET ( 2 Req'd )
O3 TESSCO BPC25G BASE PLATE
MC 6X 12 HRS CHANNEL
O5 12" X 1/4" X 1'6" HRS PLATE
�2 1/2" X 2 112" X 3116" HRS 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)
O8 EXISTING STEEL ROOF BEAM
O9 BASE PLATE. 10" X 114" X 1'3" NRS PLATE
WITH 11116" X 1- 9116" 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 518" GALVANIZED STEEL
STRUCTURAL BOLTS.
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF
Cricket Communications, Inc.
ROOF MOUNT TOWER SUPPORTS
LIT 040C RIVER FRONT
DATE: 9-8-2.000
C.A.D. BY: 4V
DRAWING NUMBER: SHEET:
00-733 of 1
REVISED:
_
CHECKED BY: /-�
_
SCALE: Noted