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VERTICAL BEAM-FLANGE THICKNESS MUST BE 1/4"-3/4"
1/2-13 X 3.000 BOLT-BOLT THREAD MUST ENGAGE ENTIRE DEPTH
OF SPRING NUT. BOLT MUST BE TIGHTENED TO 40FT-LB TORQUE
1/2" LOCK WASHER
1/2"FLAT WASHER
I-BEAM CLAMP-ASSURE CLAMP IS TIGHTLY ENGAGED
TO I-BEAM AND NUT
- lifkik•
SPRING NUT
,0
SCOREBOARD
STANDARD MOUNTING METHOD
FRONT OF SCOREBOARD
MOUNTING INSTRUCTIONS:
• TOP VIEW 1. PLACE SPRING NUTS INTO SCOREBOARD r
CHANNEL IN APPROXIMATE LOCATION OF
VERTICAL BEAMS �r��'/,�.�''.„
2. LIFT SCOREBOARD INTO POSITION �.=, ,• S E
3. MAKE SURE THE 1/2-13 BOLTS AREAS •I- '\ ....
CLOSE TO THE I-BEAM FLANGES ASP•1•i✓ �.•'• •• '•• C,A
4. WHEN SCOREBOARD IS ADJUSTED T'�� ••.�A
FINAL DESIRED POSITION,TIGHTEN LICENSED
BOLTS FIRMLY Z _i_ : PROFESSIONAL
; 7
5. IF FLANGE THICKNESS IS MORE THA°3/4" ; ENGINEER
THICK LONGER BOLTS WILL BE REQ Z•ED *. '
AT THE CUSTOMER'S EXPENSE. t1�•'.• 41971 �4
--174,'... •••• 0 et%
AL
SHEAR-Y OF W •is
hereby certify that;this plan, specification, or j.
eport was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
11111:11:1E-1111/1111,11:1111111111111111State of Minnesota.
X i D b Print Name: K.Y .S; ; 7
1
5�0� w\�..•, ,, Signature: i�� r:/
_4
O bole: 051LS Vic. License # 1
leSPRING NUT
%,,l
A a ***CRITICAL*** `�>,A>�( ejo-G. cpIti3 #Id 0G4
�' MAKE SURE SPRING NUT cw�g�pN�
IS TURNED TO VERTICAL
POSITION INSIDE
SCOREBOARD CHANNEL
ALLOWABLE CAPACITY PER EACH CLAMP:
I-BEAM CLAMP SHEAR= 160 LBS
1/2"FLAT WASHER TENSION=2300 LBS
Y.
1/2"LOCK WASHER SHEAR AND TENSION LOAD r
DIRECTION ARE AS INDICATED ON r
1/2-13 X 3.000 BOLT REAR ISOMETRIC VIEW
I L
EXPLODED REAR ISOMETRIC VIEW DAKTRONICS, INC. ON 1 [
TTHE CONCEPTS HS DRAWINGA EEXPRESSED AND DETAILS CONFDENTALL AND PROPRIETARY.
RY .
BROOKINGS,SD 57006 DO NOT REPRODUCE BY ANY MEANS WITHOUT THE
EXPRESSED WRITTEN CONSENT OF DAKTRONICS,INC.
REV DATE: ADDED ALLOWABLE TENSION BY: DO NOT SCALE DRAWING COPYRIGHT 2013 OAKTRONICS,INC. F
04 6 JAN 14 AND SHEAR CAPACITY DETAILS JAVA PROJ: OUTDOOR SCOREBOARD
CHANGED BOLT TORQUE FROM BY:
REV DATE: 30 FT-LB TO 40 FT-LB NJM TITLE: p1647; I-BEAM CLAMP MOUNTING
03 23 OCT 13 PER EC-12382DATE: 06-JAN-14
DESIGN: MCARSRU DRAWN: MCARSRU
REV DATE: BY:
02 07 MAR 12 ADDED STADNARD MOUNTING METHOD NOTES KDD SCALE: 1/8 R
BY: SHEET: REV JOB NO: FDNC-TYPE-SIZE
REV01 210 FEB 12 CHANGED ROCKER TO I-BEAM KDD _ 1 OF 1 04 P 1647 E - 07 - A 1052565
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