HomeMy WebLinkAbout50 California Drive - PlansSITE PLAN
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� ILLUMINATED D/F PYLON (824sc) NEW LOCATION ''3�
SEE TECHNICAL DRAWINGS
fOR FA9RICATION
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EMBOTSED L06012'-i"H a 3'-113JQ'1N)
311i' 2447 WHITE ACRYLIC FACE WITH RED /r]630-77 VINYL
ALUMINUM CABINET PAINTED TOYOTA WHRE
ILLUMINATED BY RED LED SYSTEM
CHANNEL LETTERSIt10 7H'FiI
ALUMINUM RAN6E A40 PAINTED TOYOTA WHRE
F-TRIM RETAINER PAINTED TOYOTA WHITE
3/16'2447ACRYLIC FACES WITH RED k3630-T1
TRANSLUCENT VINYL APPLIED ON RRST SURFACE
ILLUMINATED BY RED LED SYSTEM
ALUMINUM ]D "SWOOSH" PAINTED 31 MEDIUM GRAY
AIUMINUM 3D PANEL PAINTED TOYOTA WHITE
6'-0' --!
(x)
EOUAL• •- • EDUAL
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(0.4175x)
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TOYOTA i
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I 12 1/4'
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� PRISMATIC LOG012'-1 1/1" H x 3'-1" WI - s125C
! r���� ', 1/E" THICK HEATFORMED VYVAG HT
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2,� ��2, FACE AND CABINET PAINTED GFl31 WITH SIZE D
PERFORATEO BLACK AND WHITE VINYL FOR'SCION"
ILLUNINATED BY 15 MM WHITE NEON
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BURLINGAME PLNG. DEPARTMENT
This plan chefk sh;�1 R�t �� rn���� � pe a perm�`.
for, or an ep� f the provisions
of the Burlin�
AP"�nVAI � ''� I�d,�°tC�' .'1
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f PATTISON
,.�' SIGN GROUP
555 El/ssmere Road
Toronto. Ontnno. Cenadn M1R IE8
iel I{ I6i 759- i l I 1
Far /tt6� 759 W65
Tol/ Froe 1 �M10 �2Q8-653A
M'�.Pat[�sons�pn. Com
A Orri�wn ollim P�M�un InJuxr:e� lrl.
D�tv Oere
A. Nollyoek Salac Rep
De�igner�Name Drriyner
t/�•- �•�o' scak
0.3 OU00 Deiipn Na.
Revisron Nofs
Job No.
SN flCAniC/1 A/lwinpi f0/ �lb�Gf�O�
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Vokaps: ❑720voM Qrn�
I1`�y
Dealer Code
Dealer Name
Address
RECEIVED
MAR 2 0 2007
CITY OF BURLINGAME
PLANNING DEPT.
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ELECTRICAL
BY OhIERS
2.35 CU. YD.
coNc. Reo'o.
AND CONNECTEtO�i�S
BY 07HERS
I NO7E:
MANUFACTURER TO
PROVIDE ELECiRICAL
PIGTAIL EQUAL TO
o OVER ALL HEIGHT OF
N SIGN + 10'-0'.
^ TS 6X6X1/4'
SEE DETAIL A
1 1/2" DiA. X 36'
ANCHOR BOLTS
(4 REQUIRED)
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REBAR SCHEDULE
REBAR SCHEDULE 3' MIN. COVER
SPREAD FOUNDA710N NOT R
PLACEMENT SIZE SPAqNG WANTITY
LONC BOTTOM STEEL 14' 3
LONG TOP STEEL 14' 3
CROSS S1EEL TOP 16� 5
CROSS STEEL BOTTOM 18' S
NOTES:
1. pesign is based upon 120 mph 3 second
gust design wind speed per IBC 2000.
Fxposure C.
2. Spread foundation analysis is based upon
a safe verticol soil bearing pressure m�n-
imum of 2000 psf. Coisson and verticol
slab foundations are based upon a sofe
laterol soil bearing pressure of 300 psf
per foot of dePth. Soil reporl was not
furnished. Allowable bearing pressure
shauld be verifiad prior to plocement of
concrete. Do not place foundation in fill.
3. Concrete shall be mixed to attain a
minimum compressive sVength of 3000
pei in 28 daya.
4. Support members sholl be free from
defects ond shull meet fSTM A500
grade B with a minimum yietd etrength
of 46000 psi for tube. Plate and
anqle shall meet ASTM A36.
S. All fasteners shall be A325 zinc coated
unless otherwise noted.
6. Mchor bolts sholl be cut (rom A36
round stock. Exposed surfaces sholl be
galwnized or cooted to prevent corcosion.
7. All voids between column base plate
and foundotion aurface sholl be
completely filled with high strength,
non-shrink grout.
612 PYLON 120 MPH
8. Welds shall be made with E70zx
electrodes by persons qualified in
occordance with AWS standarda within
the past two years.
9. Steel reinforcing bars shall conform to
ASTM 615 grode 60 with deformutiona in
otcordance with ASTM A-305. Welding of
reinforcing bars is prohibited.
10. This inetallation was designed to be
irutalled at sites where the wind loading
conditions do not exceed those apecified
in note t1: Appl'kability of this desiyn
for a specfiiad site should be verified
by o competent Profesaional Engineer,
DO NOT USE THIS FOUNDATION
OP110N WHERE EXTREME FROST
PENETRAiION DEPTH REQUIREMENT
EXCEEDS THE DEPTH OF THIS
FOUNDAl10N.
�=i�; :CEIVED
MAR 1 4 2007
�_ � � uF BURLINGAME
FIANNING DEPT.
612-120
D6CRATqW
TOYOTA 612 PYLON
120 MPH DESIGN
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PATiISON SIGN GROUP
555 ELLESMERE RD.
TORONTO, OUTARIO, CANADA
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A WAoly Owned $iLaid'ary ol The InSte Croup
�m o� +h� �v x�r. �..�. . .m.ti
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M..1 .a�w
1 JRB T0Y-600-120
� 2 � B/16/OS 6256394
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7-1�2' DIA. % 36�
ANCHOR BOLTS
(4 REQUIRED)
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DO NOT USE THIS FOUNDATION Cs) N B�RS oN _
A 33' PATTERN � ." .` �
OPTION WFIERE EXTREME FROS7 w�ni �a snRRUPs ��:`: •`
PENETRATION DEPTH REQUIREMENT ON 6� CENTERS fOR
EXCEEDS THE DEPTH OF THIS TOP 18' qNo ta'
FOUNDATION. CENTERS hiEREAFfER. �— 3�-6'0 ---I
3' MIN COVER. 1.96 CU. �.
CONC. REQ D.
1 1/2� DIA. X 36' R
ANCHOR BOLTS ��
(4 REOUIRED)
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@ W
USE (4) /4 BARS �".'} �:'
1 - 9 18' O.C. � 'h.4 ' .
VERTICAL (PER SIOE) '"i' ���: •
.. .. . 5 y.�.. �•. �.•: : USE (3) /4 BARS
�— —� O 18' O.C. --� .. 3-0�.. -�-
HORIZONTA� (PER SIDE)
2 � � 3" MIN. COVER
CONC. REO�D. � NOT WELD REBAR
VFRTIGAL SLAB FOUNDATION
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SECTION A-A
ETAI
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1/2' THK. S7EEL
(4 REQUIRED)
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GUSSET DETAIL
DO NOT WF1p REBAR.
1-1/2' Dla x se' P^RnCULP,R CnaE SHALL BE CAISSON FOUNDATION
ANCHOR BOLTS T'4KEN TO PROVIDE SUFFlCIENT
PREHEAT OF hIE THICKER
(4 REOUIRED) ELEMENT FOR 7HE SWNDNESS
OF THE WEIA. OTHERWISE, USE
5/16" MIN. WELD.
Z'_ 1'
1'-7' —
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3" HOOK
TYP. EACH
STRRUP O
STEEL REINFORCEMENT
e'x8"xt/2'
A36 GUSSET
e-XB•X,,2-
A36 GUSSET
(4 REOUIRED)
7-1/2' DIA. X 36"
a+cHOR ean
(4 REQUIRED)
25'X25'X
1' THK. BASE
PIATE
HICH SiRENGTH,
NON-SHRINK GRWT
GRA�E
TOP OF FOUNDAiION
SECTION B-B
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7" THK. A36 BASE
PLATE
ELECTR;CAI HOLE
iS 8XBX7/4'
-1 3/4' DIA HOLES
FOR 1 1/2' DIA.
ANCHOR BOLTS
1-1/2" DIA.
HEAVY HEX NUTS
� WASNER FOR 1 1/2'
DIA. ANCHOR BOLT
� ,-,�Z� o�,�C IVED
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� ANCHOR BOLT
�� IY,I"11\ 1 LOO!
� 7-1/2' DIA.
HEAW HEX NUT
CITY OF BU INGAME
PLANNIN DEPT.
ANCHOR BOLT DETAIL
orxp�rrow:
TOYOTA 612 PYLON
120 MPH DESIGN
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cu[wn
PATTISON SIGN GROUP
555 ELLESMERE RD.
TORONTO, OUTARIO, CANADA
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mwnoah o.nea s�e:arory d rn. insxe cro�
w-w . �.�+�. r.�.
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2 m JRB TOY-6�00-120
� 2 � 8/16/OS 8256394
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;,�,;i.��r�AME PLNG. DEPARTMENT
This ptan check shall not be c�nstrued to be a permit
for, or an �pproval of, mY violation af tlie p�ovisic�}s
of the Burlingame Iurnng Codes.
APPROYAL PENDI FI FlELD {NSPEC i:�;��
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