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BURLINGAME PLNG. DEPARTMENT
This plan chnrk ch^!+ �+n+ �� rnnstrued to be a permit
for, or an a; ;�tion af the provisions
of the Burli� �.
APPROVAL �� � FIE�n 1t�"'"` a:`
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SEE TECHNI�AL�DRAW INGS
FOIt FA6RICATION
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� MOLDEU TAGO (_1'-91/2'H x 9'-7013/16'1N)
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WHITE ACRYLIC FACE COLORED BY SILK-SCREENED
I TRANSLUCENT YINYL APPLIED ON FIRST SURFACE
MUUNTED ON A WHITE ALUMINUM CABINET
`I I I ROUTED OUT AND BACKED-UP WITH 3/16" GLEAR LIXAN
I LETTERS (_7 5J16"H) W ITH 3M 3655-22
TRANSLUCENT BLACK VINYLAPPLIED ON FIRST SURFACE
� AND WHITE VINYL 3635-10 APPLIED ON SECONO SURFACf
�y' I ILLUMINATE� BY WHITE NEON
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ALUMINUM 3D PANEL PAINTEU TOYOTA WHITI
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BURL{NGAME PLNG. DEPAR7MENT
ma ptan ct�ics� noc ne ca,st�ea to ne. permit
for, or m �ppror�! of� my riolation of the provisions
of the Burfingame Zarng Cudes
APPROYAL PEN�,ING FlEtD INSc�
Revierred b r,� � Dat� LI �p
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f PATTISON
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5% Ellesmere Road
Torortm, Ontnrio, Cnnadn M1H 4E9
Tel!416�759-1111
Faa� �41ti1 75��49ti5
Tnl/ Frae 7-8C0�268�6536
www.pa[tis �nsi yn. corn
A U�visi'en o/��m P.itti�on lii�lust�,es Lrtl.
Dam Date
A. HollWak Sales Rep
Designer�s Name Desi�nz.•
1/6'= 1'-U" Scale
03OWO Desipn No.
Revision Note
Jnb No.
See techniul drnvin85 �o. Nbricanon
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Dealer Code
Dealer Name
Address
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�IAR -� � 2008
:ITY OF �'RLINGAME
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S�GN �"ABINETS
A?1D CONVECTIGtiS
EY CTH:RS
NOTF:
MANU=F�C�fUR4R '0
PKOVIDE G!_ECIRICAL
PIGTA'L EGUAL ?0
� OVER ALL HEIGHT OF
r
SIGN + '0'-0".
^ TS 6X6X1/4
SEE DEiAIL A
1-1/2' DIA. X 36"
ANCHOFi BOLTS
(4 RE�UIRED)
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--� � - 70 1 /A"
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E_ECTRICA� DU �OT USE :HE SPREAD FOOIING I
�r om[r�s sEE RE�nH scHE�u�E OPTION FOR EXTREME FRCST PEVETRATION DEPTHI
3J8 CU. YD. REBAR SCHEUULE 3� MIN. COVcR EXCtEDING 3�-0��.
CONC. RcQ'D. SPREAD FOUNDA710N UO NOT WELD REBAR �
PLACEAIENT SIZE SPACING QUANTITY
LONG BOTTOM STEEL 4 18� 3
LONG TOP SiEEL 18� 3
CROSS STEEL 18� 12
uorEs
1. Design is bcsed upon 140 mPh 3�econd
gust desig� wind speed per IBC 2000.
Ezposure C.
2. Spread foundation analysis �s bosed upon
a safe vertical soil beanng pressure min—
imum of 2000 psf. Caisson and vertical
slab foundations are based upon a safe
laiewl soil bearing Pressure of 3C0 psf
per foot of depth. Soil report was not
furnished. Allowable bearing pressure
should be verified prior to placement of
concrete. Do not place foundaGon in fill.
3. Concrete shall be mixed to attain a
minimum compressive strength of JD00
psi in 2B days.
4. Support members shall be free from
defects ond shall meet ASTM A500
grade 8 with a minimum yield strength
of 46000 psi for tube. Plate and
angle shall meet ASTM A:i6.
5. All fasteners shall be A325 zinc coated
unless otherwise noted.
6. Mchor bolis shall 6e cut from A36
round stock. Exposed surfaces shall be
galvanized or coated to prevent corrosion.
7. All voids between column hase plote
and foundation surface shall be
completely fil;ed with high strength,
non—shrink graut.
612 PYLON 140 MPH
8. Welds shall be made with E70xx
eiectrodes by persons qual��fied in
accordonce with AWS standards within
the past two years.
9. Steel reinforcing bars shall conform to
ASTM 615 grade 60 with deformations in
occordance with ASTM A-305. Welding of
reinforcing bars is prohibited.
10. This installation was dasigned to be
installed at sites where the wind loading
conditions do not exceed those specified
in note $1. Applicability o( this design
for a specified site should be verified
by a competent P�ofessional Engineer.
612-140
DESCPIPTION:
TOYOTA 612 PYLON
140 MPH DESIGN
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THE INSITE GROUP
7675 OAK RIDGE HWY
KNOXVILLE, TN 37931
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t-1/2" DiA. X 30'
ANCHOP. DOLTS
(4 REQUIREO)
N
GRADE
VFR_
URN?
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;� USE (4) /4 BARS
� m 1 B� O.C.
VERTICAL (PER SIDE)
USE (4) �4 BARS
O 18" O.C. I I
f- - 5'-0" � -1 3�-�� I`
1-1/2" DIA. X 36"
ANCHOR BOLTS
(4 REOUIRED)
25` X 25" X
1" THK. BASE
PLAiE
HIGH STRENGTH,
NON-SHRINK GROUT
� GRADE
1--1/2" 0'A. X 36"
AYCHOR BULTS
(4 REQUIRED)
N
GRADE I
MA : v 2008
��ITY B�!RLINGAME
�! a rnnic, er_�T,
A
HORIZONTAL (PER SIDE) .
i� r .'. >'.,.
3" MIN. COVER � ��.
DO NOT WELD REBAR in :�• ,
(6) /4 BARS ON • •
2.78 CU. Yo. �R7i('ai SLAB FOUNDATION A 33' PAT7ERN •
CONC. REQ'D. N17H /3 SiIRRUPS f..'
qJ 6' CEN7ERS FOR
TOP 19' AN� 16' '. • .• •' ,�
SEISMIC HOOK 1-1/2 DIA. X 36� CENTERS THEREAF7ER.
ANCHOFt BOLTS 3' Mw COVER. � 3�-6"0 —�
"� (4 REQUIRED)
DO NOT WELD REBAR.
2.23 CU. YD.
PARTICULAR CARE SHALL BE CONC. REO"D.
' � . TAKEN TO PROVIDE SUFFICIENT
PREHEAT OF THE THICKER
� ELEMENT FOR THE SOUNDNE55 CAISSON FOUNDATION
� a� OF h1E WELD. OTHERN1SE, USE
�� d� 1 5/16� MIN. WELD. 1' THK. A36 BASE
^� .� ��. d L - PLATE
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� a a d� a :,. 3� TUIy�E �io7PpL�TE
M � � d e O O 3/16' Iwa1SSET TO PNi.IBiT
4 � •
.�o S 9� �+1'� . M 6' X 6' X S/4' 1HK.
p � . STEEL NBE
�9 �. � STEEL REINFORCF�IENT i I
•o N �
- -1 3/4' DIA HOLES FOR
` �pp I 1-1/2" OIA. ANpiCR BOLTS
SFCTION A-A - ` O
e'xa'xi/2'
A36 GUSSET 2' ELEC7RICAL HOLE
I I SECTION 8-B
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Af�(CHOR BOLT DETAiL
o[x�urrax:
TOYOTA 612 PYLON
140 MPH DESIGN
t�_ , _,^� :.
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THE INSITE GROUP
��.NG. DE��;� 7675 OAK RIDGE HWY
f he �^�� � w KNOXVILLE, TN 37931
' i011 Of til�
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C ms o. xq. na.., .
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� y � s e3(L �� DJB 113803
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