HomeMy WebLinkAboutSign PlanGEHESAL_ NOTES:
1. All design, fabrication, installation and construction
shall conform to the following specificatlons, unless
specifically noted otherwise on the drawing:
The 2000 International Building Code MThe1996BOCABuildingCode
American Concrete institute Building CodeRequirementsforReinforcedConcrete (318-99).
American Institute of Steel Construction, Inc CORNERSTONE ENGINEERING, INC. IS r-
Manual of Steel: Construction (9th Edition). RESPONSiBLE FOR COLUMN AND FOOTING" s American Welding Society ANSI/AIMS ®1.1•-2002 TS 6 X 6 1"0 ANCHOR BOLT
Structural Welding Code - Steel DESIGN ONLY. SIGN CABINET COMPONENTSSEE DETAIL yN
j 2. All steel components mall be as listed below, AND ATTACHMENT ARE THE RESPONSIBILITY
nom^,
unless noted otherwise: OF THE SIGN MANUFACTURER
All rolled shapes, plates and bars shall be
ASTM A36, or equal. .-+
All standard pipe shall be ASTM A53, T}9e S or E.
Grade B, or equal. io 0
All structural tubing shall be ASTM A500, "
Grade B, or equal. s
14 GROUND
Al! bolted connections shall be made with ASTM - r I I I ! ( UW4A325Bolts, or equal. , " 5 1 /2" 5 1 2" C11•
All anchor bolts shall be ASTM A307, or equal. 10--0 { (
f . twAllweldsshallbemadewithE70XXelectrode, 1PLATE
or equal. 8 -.-0 I
A I I` I I } (' I
8 BARWA
All exposed materials shall be properly protected (I I---) ( 7'®10" LONG
from weathering and/or corrosion. ( TS 6 X 6 _
3. All field welds shall be made by a welder certified
In the specified position. i —!
iv
p C, SIGN FACE i I --,- 11 ES4. .All concrete shall have a minimum compressive r- — _
strength at 28 days of 3000 pal. ® .-- I 12 C
Signage may be installed on the structure afteraminmurncuringtimeof7days, provided .the
curing process has bow properly maintenanced
s
In accordance with ACI 318-99. COMTRY
ACEI CONCERETU5. All reinforcement steel shall have a minimum` -•
teASTMdstrength of 60,000 psi and shall confomn FOOTING
A615. All reinforcement steel shall be 1 1/8"0 HOLES FORplacedinaccordancewithACI318-99," " " "
All reinforcement steel shall be prodded with a X $ X 3/8 1 0 A307 BOLTS (4)
minimum concrete cover of 3 when concrete j GUSSET PLATES (4} SEE A.B. DET 2
f Is cast against earth. p
Reinforcement steel shall not be 'tack' welded , 5/16 DIAM
at crossing pointe. e SEC A6. The structure has been Resigned to withstand A
o120mph (3•-sec gust) and 90 mph (fastest mile)
design wind speeds with an overall maximum design ' TS 6 X 6 X 3/1-- 0
pressure of 28.9 psf according to ASCE 7-98 and OR EQUIVALENTASCE7-93 respectively. (Exposure C) 01
This design is not valid for areas with special wind,
requirements in excess of those listed above. t.
1 "0 ANCHOR BOLTiftheproposedstructureislocatedinthepp
proximity of a bluff, the top or base of a 1"0 ANCHOR DOLT SEE DETAIL Isteephill, or any other geographical feature ,
that may affect the wind flow around the sign, SEE DETAIL 0
the Installer shall 'contact Cornerstone for CONCRETE PEDESTAL t»
potential redesign or re-evaluation. TS 6 X 6 ofPog27SQX22TALt..
4 ..BAR __ _., ___ _
M
7.... The foundation has been-designed assuming _ .. - . --_ ..
the following average soil conditions: 3'--10" LUNG a ®` a
Allowable Vertical Bearing Pressure of 1500 n9f CL
This value is used for spread type footings)
Allowable Lateral Bearing Pressure of 500 psf/ft0 ® 3E 2}
it 0
This value Is used for cube and auger footings.) 12 C/C CO500psf/fi corresponds to a medium clay, dens® GROUND _ GROUND04
sand, or equal. VU.
j CSI
If soil conditions other than thoseassumed are
encountered Including soft soils, unstable or
pajacentutilitiesoranyother (
I ( collapsing soi(s, expansive soils, organic materials,
ondwater, Pgr i i
pI75BAR )04conditionofpotentialconceniceaseexcavationto)
immediately and contact Cornerstone so that the 0 12"
1
C/C 0
foundation design can be re-evaluated.
If the structure is to be located in the proximity I 5 BAR ®12 C/C
a
of a building or any other structure, Cornerstone 5 --• #5 BAR - ( I I ; ALL FOUR SIDES
shall be contacted prior to installation to evaluate
any potential impact on the adjacent footings. CONCRETE PEDESTAL 12 C/C I AND IN PEDESTAL
If the structure is located on the side or top 27 SQ X 22 TALL i i 1 . •-
of aslope in excess of 3:1, the installer shat! 5',,,,®" - CONCRETE .
contact Cornerstone for re--evaluation. The CONCRETE
foundation shah not be placed in or near o FOOTING
FOOTINGfillslopewithoutCornerstonesapproval. ,
Copt
All concrete shall be placed in direct contact with ELEYA110 M 4
undisturbed soil. There shall be no backfilled SQUAREsoilplacedinoraroundthefoundationwithout ewrittenapprovalfromCornerstone. try
8. Cornerstone Is In no way responsible for the safety M-110AL CUBEM-110 EQQIINQ
of the work site during installation, The Installer shall
take appropriate measures to make sure that the s
installation of the foundation and the erection of the Co
structure is performed using methods in compliance%i .
I
with applicable OSHA regulations. 51-0" 7 #5 BAR ® 12" C/C (TOP)
9. if existing and proposed conditions are not"00
as detailed in this design drawing the installer 3" //,,/-7--5 BAR 12 C/C BOTTj
shall cease work and notify Cornerstone Immediately. BASE PLATECornerstonewillnotbeperformingon-site.a. ..
Inspections or verification of conditions. It is 5 #5 BAR 0 12" C/C (TOP) it
the responsibility of the Installer, the structure
owner, and the property owner to identify the 5 -• 5 BAR ®12" C/C (BOTT) _1>\ NON-a•SHRINK
on-site conditions (as per the limitations of i 0 ' GROUT CL. ® V)
j notes 6 & 7) and to contact Cornerstone with
any discrepancies or concerns. 1" ANCHOR BOLT TOP OF FOOTING
JAMES E. WRIGHT, JIB..
10. An deviation from these Ions or non--compliance SEE DETAILAnyp 'L ' with the general notes without written approval .from
Cornerstone will render the entire design certification H-
to be void. i C SIGN FACE w t f a,
CONCRETE
F001IN G
3 TIES (2) Win Ai12C%C LEVELING NUT ®-•
ejw •
4, 8 BAR d , • •
x3'-10" LONG 1"0 A307 ANCHOR BOLT
6" 4. --0 LONG W 7 THREAD 0 TOP' ;'• ,.••
CONCRETE CONCRETE PEDESTAL (3} NUTS do (2} WASHERS PER BOLT; z•••a•.•.-
y
FOOTING 22 `TALL ai sxu'
AB'I m, ELA ANCHOS 0LI DETAIL
N.T.S. CT P.E. # 21210