HomeMy WebLinkAboutZ-6660 Map 4L 4" x3"
(TYP C
GALV. STEEL PLATE
4'-0" x6'-1 /4'
5/5'0 BOLT TO CONNECT
STEEL T TO STEEL
ANGLE (TYP. OF 4)
a
(E) BI
PLATFORM ELEVATION
NC- ==-ILE
EQUIPMENT PLATFORM SECTION
NOT TO SCALE
3
-1
5/5'0 A325 BOLTS (TYP.)
SECTION
NOT TO SCALE
'T0 A3325 BOLTS (TYP.)
STRUCTURAL NOTES
A. GENERAL
1) DESIGNS OF ANTENNA, COAX -CABLE, EQUIPMENT INSTALLATIONS SHALL COMPLY
WITH TIA/EIA-222-F-1996 STRUCTURAL STANDARDS FOR STEEL ANTENNA 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 COORDINATE ALL WORK WITH BUILDING OWNER'S ROOF
CONTRACTOR WHO WILL COMPLETE ALL WORK ASSOCIATED WITH THE ROOF. THE
CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE BUILDING OWNER'S ROOF
CONTRACTOR BEFORE INSTALLATION OF ANY ROOF MOUNTED EQUIPMENT.
4) 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.
ITELECORP
900 S. SHACKLEFORD
SUITE 600
LITTLE ROCK, AR 72211
OFFICER (501) 312-2455
&Al
GEM ENGINEERING COMPANY
10970 Stancliff
Houston, Texas 77099-4206
Phone 281 561-9225
Fax 281) 561-9399
PROJECT NOR LTR052B
DRAWN BY. AT
CHECKED BY- TA/HM
SUBMITTALS
DATE DESCRIPTION REV.
4-21-98 PRELIM. CONST. REVIEW
4-29-98 PERMIT
go�,s.1 A 0'00��
ARKANSAS �b
GIST * D
FF
8795
SCALER
01/2 1 2
Li i 1
GRAPHIC SCALE IN INCHES
LTRO52B
WOODLAND HEIGHT
8700 RILEY DR.
LITTLE ROCK AR 72205
SHEET TITLE
SECTIONS
AND DETAILS
SHEET NUMBER
SHEET 4 OF 8 SHEETS
2'-2"
_-C8X11.5
/
/
EQUIPMENT PLATFORM SECTION
NOT TO SCALE
3
-1
5/5'0 A325 BOLTS (TYP.)
SECTION
NOT TO SCALE
'T0 A3325 BOLTS (TYP.)
STRUCTURAL NOTES
A. GENERAL
1) DESIGNS OF ANTENNA, COAX -CABLE, EQUIPMENT INSTALLATIONS SHALL COMPLY
WITH TIA/EIA-222-F-1996 STRUCTURAL STANDARDS FOR STEEL ANTENNA 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 COORDINATE ALL WORK WITH BUILDING OWNER'S ROOF
CONTRACTOR WHO WILL COMPLETE ALL WORK ASSOCIATED WITH THE ROOF. THE
CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE BUILDING OWNER'S ROOF
CONTRACTOR BEFORE INSTALLATION OF ANY ROOF MOUNTED EQUIPMENT.
4) 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.
ITELECORP
900 S. SHACKLEFORD
SUITE 600
LITTLE ROCK, AR 72211
OFFICER (501) 312-2455
&Al
GEM ENGINEERING COMPANY
10970 Stancliff
Houston, Texas 77099-4206
Phone 281 561-9225
Fax 281) 561-9399
PROJECT NOR LTR052B
DRAWN BY. AT
CHECKED BY- TA/HM
SUBMITTALS
DATE DESCRIPTION REV.
4-21-98 PRELIM. CONST. REVIEW
4-29-98 PERMIT
go�,s.1 A 0'00��
ARKANSAS �b
GIST * D
FF
8795
SCALER
01/2 1 2
Li i 1
GRAPHIC SCALE IN INCHES
LTRO52B
WOODLAND HEIGHT
8700 RILEY DR.
LITTLE ROCK AR 72205
SHEET TITLE
SECTIONS
AND DETAILS
SHEET NUMBER
SHEET 4 OF 8 SHEETS