HomeMy WebLinkAbout210 Station Avenue Scoreboard Details and Sections-09NERAL NOTES
I. AN demlgh, fabrication. Installation and construction
shill conform to the fo lm*v unless
specifically now otherwise on �A
• The 2008 International Building Code
• American Concrete Institute Building Code
Requl emente for Reinke Concrete (318-05).
• American Institute of Steel Construction, hie
Manual of Steel Construction (13th Edition).
Struuatt rid Welding C ANSI/AWS
D1.1-2002
2 uAll nless steelscornponen be as listed below.
• AN �ASTM rallied
ppllates and bars shall be
• AN steel I-bearns shall be AM A57Z Grads 50,
or ASTM AM Grade 50. or equal.
• Afl shall meet lire tramente of ASTM
Uthe
nqu6smentf of Grade ads 2 oribetter.
with a minimum yield stress and wall thickness
that meets or exceeds the minimum values
apecifled fer that plus an this drmMg (ASTM
A252 thlolmees toferences ars not ollowed}
• M structural tubing droll be ASTM A500.
Grade B. or equal.
• All bolted connections shall be made with ASTM
A325 Belts and shill be In"od as per
AISC Specifications
• *exaweathering ms/srha%be %pxlr protected
3. AN In the d�I� welds pcaltlanhall bemads by a welder certified
• M welds shall be made with E70XX electrode,
or equal.
• All welds droll be mads N a sequence that will
balance the applied heat of welding while the
welding progresses,
4. Manconcrete 28shall of 3f01� compressive
str• Displacuyyse may be installed an the structure after
a minYmun ankrg time of 3 days, provided the
Inuringooanprools� orooerly motntenanced
5. No steel reinforcarnent to raWOSked in cube or
Isaugestile fookornn
ootings Deaded directly to�thethbottomanm� the footirig.
8 The structure has been dedgned to withstand a
120 mph (3 -ow gust) deei�m wind with a
tmaximum 4, m;g pressure o ASCE 7 oT)288 poi according
• This dodge N not valid for areas with special wind
requirement. In sees» of +roes listed above.
• H the proposed structure is located in the
proxi nRY of o bluff. the top or bade of a
steep hill. or any other rgapt�bd feature
that may affect the win flow around the slgn,
the installer shall contact Comerstone for
potantknl rededgn er re-evaluation.
7. The foundation has been dedgned assuming
the fallowing average sol tjorac
• Allowable Later! Bearing Prowse of 200 pef/ff
(This value b used for cubs and urger footings.)
The sell allow Is multiplied by two for Isolated
footYp as per IBC 1804.3.1.
• 200 psi/ft corresponds to a medium dense
sand, or egad.
• If wall conditions other than those assumed aro
encountered Including wft wits, unstable or
collapsing 4 eogforhshe sols, organic materials,
groundwater. od)ocent u or any other
condition of potantknt concem come excavation
Inmedlately and contact Comerstone w that the
foundation design am be re-evaluated
• H the obveturs N to be located In the proximity
of a building or any other sticture, Cornerstone
shalt be contacted prior to Installation to evaluate
any potential Impact on the adjacent footings.
• N the structure Is located an the side or top
of a dope In excemw of 3:1. the Installer duct
contact Cornerstone far re-evaluation The
foundation shill not be placed In or near a
fill dope without Comerstane s approval.
• All concrete daft be placed In &lett contact with
undlsbubed ea. There dab be no backfilled
eollplaced In er around the foundation witrthcr
written approval from Cornerstone.
B. Cornerstone Is In no way respormOlthe for the safety,
of the work elle duIn�q kistallation. The installer shall
takeate measures to maku
e se that the
Instill of tit foundation and the erection of the
structure Is per for.. ed using methods In compliance
with applicable OSHA regulations.
9. If exhrtIng proposed and ppruo�ppconditions aro not
as delated In this design drawing the Installer
droll cease work and notify Cornerstone Immediately.
• Cornerstone will not be per for mIng an -aft
Inspection or verification of conditions. It hr
Via responsibility of the Installer. the structure
owner, and the property owner to identify the
on-edkbacrceandidittionss and to contact Cameratanq with
any
oorro611ty to lo&e and mark Is
undergthe ownerround
utN
10. M deviation from thew ane or non- wilttoe apcoorrnopilana
Comthe
s o will render the entire design to bbee mold.
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NOTICE:
CORNERSTONE ENGINEERING, INC. IS
RESPONSIBLE FOR COLUMN AND FOOTING
DESIGN ONLY. SCOREBOARD COMPONENTS
AND ATTACHMENT ARE THE RESPONSIBILITY
OF THE SIGN MANUFACTURER.
28,-0"
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SCOREBOARD DISPLAYS I I I
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REAR BRACING NOTE:
THE TS3X3 REAR BRACING SHALL SPAN BETWEEN
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FLANGES AS SHOWN. THIS DESIGN ASSUMES THAT 0
THE FRONT FLANGE OF THE 1—BEAMS ARE LATERALLY
BRACED BY THE ATTACHMENT OF THE DISPLAYS. IF
LATERAL RESTRAINT IS NOT PROVIDED BY THIS J
ATTACHMENT, A SECOND TS3X3 BRACE SHALL BE
SIMILARLY WELDED TO THE FRONT FLANGE OF THE
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THE TS3X3 REAR BRACING SHALL SPAN BETWEEN
THE TWO I—BEAM COLUMNS AND WELD TO THE REAR
FLANGES AS SHOWN. THIS DESIGN ASSUMES THAT 0
THE FRONT FLANGE OF THE 1—BEAMS ARE LATERALLY
BRACED BY THE ATTACHMENT OF THE DISPLAYS. IF
LATERAL RESTRAINT IS NOT PROVIDED BY THIS J
ATTACHMENT, A SECOND TS3X3 BRACE SHALL BE
SIMILARLY WELDED TO THE FRONT FLANGE OF THE
' I—BEAM COLUMNS.
TYPICAL AT EACH COLUMN (3 PLCS) — DISPLAY NOT SHOWN FOR CLARITY
SECTION A—A
1/5•-1•
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JAMES E. WRIGHT, JR.
MA P.E. # 41140
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JAMES E. WRIGHT, JR.
MA P.E. # 41140
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