06-104208 (2)PFn)SCTa
06-0996
OWNE711 BP
August 10, 2006
27202 PACIFIC COAST HVVT, S-
DRAtMNGa
B171043
FELPiAL WAY. WA
WND LOAD
18840
PSF
WIND SPED
too Dan
MPH CLIENT., SIGRESOLIRCE
a OOLLA44S
2.000 •
IBC 2003 6135 DISTRICT BLVD
ENGINEER
GAG
MAYWOOD. CA
SHAPE ` CENTROID TOTAL
TTEM
• HEIGHT •
WIDTH •'
FACTOR HEIGHT AREA , FORCE
MOMENT
SIGN
9.135
4-375 F
1 coo 4568 39 967 0.753
3.439
CLADDING
0240
A000
1000 0120 0.958 0.771
3.622
PEDESTAL
1.792
4500
1.0D0 0896 6.063 0.923
5.140
OAH
11,117
BOLT
CALCULATIONS
« --
OBLIOLE
BOLT
BOLTS/ TENSION BOLT ALLOW. • ALLOWABLE
TEEM`
MOh44T
SPACING
ATE BST DLAM- STRESS
TENSION
CLADDING
3 622
6 000
2000 5 548 0.625 19 100
5 860
ANCHOR BOLT PROJECTION ANCHOR. riJdEYAENT ANCHOR BOLT MN�L FNGTH
5 DDO
2 08B
8 ODD
USE1B"LON3AB:S
BOTTOM STEEL AREA REDO PER FT OF WIDTH
SPREAD FOUN3AT10N
MOMBVTATGRAOE
3936
•
TOP STEEL AREA REO'D PER FT OF WIDTH
TOTAL FORCE
0.707
2 80D
kip
kip LONG BOTTOM STEEL
REBAR S17E
WEIGHT OF SIGN
4.500
fl
W8GrF PER FT
SLAB WIDTH
2750
1t
SPACING
SLALE
•
LI
AREA PER BAR
SLAB OEE
B
25p0
460
kip BOTTOM STEEL AREA REQ'D Prig FT OF WIDTHTOTAL
WEIGHT
I
SLAB GFR
7 441
Ike
AREA PER rT
WEIGHT
5 703
EST NO REO'O
OVERTURNING MOMENT
� REO'D
FACTOR OF SAFETY
1 79a
LENGTH
e = OTMM1NT
0.766
e
0.609
WEIGHT
SOIL PRESSURE 2'WFI("(L/2-el'VdOTHI
161 1
EDGECONCRETE
REBAR SIZE
1.146
Vd' LONG TOP STEEL
1.375
yd'
PER FT
EXCAVATION
SPACING
UN, 71AC14`ESS W/O REBAR
6-131
In
AREA PER BAR
W1
SORT(AT12`6-13- 75/( 178-12DTH1
ACTUAL THk:KNESS
30•DDO
In TOP STEEL AREA RW'D PER FT OF kATDTH
AREA FEI2 FT
EST NO. RE(XD
NLIMBEi REO'D
LATH
WEIGHT
CROSS STEEL
EDGE
REBAR SEE
WEIGHT PER FT
SPACING
LENGTH
EST NO. REO'D
NLiMBER REO'D
EDGE
W1BGHr
TOTAL WE* fT
VERTICAL BARS EXTENDING iNTO PEDESTAL
W/ 3" HOOK ON BOTTOM ENDS (TYP•)
SEE�DE VIEW_
CV 1
q
W O) O
�E N f`!
CA
\ 4
,It
0.032
0W9
3 000 •
0 376
15,D00 in
BARS NOT GOING
0-t10 n'
INTO PEDESTAL
0-032
0.098 '
3 600
(SEE REBAR SCHEDULE)
4.000
2 250 Fl
3.384
4'%0 `
3-000
0 376
15 ON In
0 110 P
0 009
0-098
3 6D0
4 000
2.250 fl
3.394
4.5W
3.000
0.376
12-000 in
4 000 N
2.750
3 000
4,6DO In
9.024
15 792
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27202 PACIFIC COAST HWY. SOUTH tK prvhwod *h ul *R -ten cm�.nt W MF a Y A [ wML P•& Gmuxar
FEDERAL WAY, WA SignResource a nr gy Yx i°IxhwI C wl a �. � °
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SHT.
BY:
Project Number.
2
CJD
06-0906
OF
DATE:
Drawing Number.
2
08/10/06
8171043
GREGORYA. CAMPBELL, P.E.
9051 Executive Park Dr. -Ste. 200 • Knoxville, Tennessee 37923
(865) 539-4001 • fax:(865) 539-0851
�J RESUBMITTED
AUG 2 2 2006
CITB�LD DING DEPT.WAY
SIDE VIEW
SCALE :
END GAP
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1/2" FLEX
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CONNECTORS
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FRONT VIEW
SCALE = 3/4 -1-0`
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RECEIVED
.OLIO AL.SWT FORMED END CAP DETAIL "J"
SCALE 314 =l -0 A�� 1 8 2006 SALE , 3 �0"
CITY OF FEDERAL WAY
BUILDING DEPT.
P.O. Box 549 - Maywood CA g0270
800 423-4283 - 323 771-20% - Fax 323 560-7143
Website: www.Signresource.net
-e,er ryi DATE I BY
PARTS LIST
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4° ALUM. FLAT BAR 6 8 1/4'
' ALUM. EX7RU5. 9-BAR
'XI II7`X3116 ALUM, ANGLE / 3
ALUM. SNT. FRIlD, 137. PAN
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120 AC I
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RECEIVED
AUG 1 8 2006
CITY OF FEDERAL WAY
BUILDING DEPT.
Ec
P.O. Box 54q - Maywood CA g0270
800 423-4283 - 323 771-20% - Fax 323 560-7143
Website: www.Signresource.net
120 AC [I] ONE 17.28 AMP I C. ITO 05/11/06
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RECEIVED
AUG 1 8 2006
CITY OF FEDERAL WAY
BUILDING DEPT.
Sig flu Murce
P.O. Box 54q - Maywood CA g0270
WO 423-4283 - 323 771-204B - Fax 323 560-7143
Wabsile: www.Sigxesource.net —
IZO AG [I] ONE 7.28 AMP C. ITO 05/11/06
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MONUMENT SIGN
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NOTES:
N
I
w
1.77 CU. YDS. OF
CONCRETE REQ'D
4'-4 7/16"—�j
.�. 4 ,- 4
4 d-11
FRONT ELEVATION
OVER
TUR
NOTES:
SIGN CABINET, CLADDING,
AND CONNECTION DESIGN
BY OTHERS.
ELECTRICAL DESIGN
BY OTHERS.
7PED—ESTTAL�&, FOUNDATIONT(1TINUOUS POUR
1 '-9 1 /2"x4'-6"x2'-0"
CONCRETE PEDESTAL 2'-0"
PEDESTAL REINFORCEMENT —
VERTICAL — (4) #3 BARS ON 15" CTRS.
HORIZONTAL -- (3) #3 BARS ON 8" CTRS•
VERTICAL BARS EXTEND INTO FOUNDATION
AND HOOK ON BOTTOM ENDS
A. -
GRADE
4
SEE REBAR
SCHEDULE
3" HOOK ON BOTTOMS A
OF VERTICAL BARS —
EXTENDING THROUGH 2' 9
PEDESTAL & INTO
FOUNDATION SIDE VIEW
INSTALLATION ADDRESS: CLIENT: 6135 DISTRICT BOULEVARD
BP _•!�� MAYWOOD, CA 90270
27202 PACIFIC COAST HWY. SOUTH SignResource
FEDERAL WAY, WA 7
REBAR SCHEDULE
SPREAD FOUNDATION
PLACEMENT
SIZE
LONG BOTTOM STEEL
#3
LONG TOP STEEL
#3
BOTTOM CROSS STEEL
- #3
TOP CROSS STEEL
#3
SHT. BY:
NOTE: All designs and pions indicated on this drawing ore the We propertpo4 1 CJD
6REGpRY A CR4lP RL P.E., created speciricofty for The noted pra)ICt
these designs Or plans for any purpose other than the intended application shag ppTE
he prohibited without the written consent of GKGORY k CAMPBELL P.E. {lisdoM" OF • 08/10/06
of any of the information endosed within, 0hout consent of ormer, 15 a %'*Van 2
of intdlectaal property and small not be toerGted-
2
3.
4.
5.
6
7
Design is based on 100 mph 3 sec
gust design wind speed per IBC 2003.
Exposure C.
Foundation is based on a safe
lateral soil bearing pressure minimum
of 300 psf per foot of depth. Soil report
was not furnished. Allowable bearing
pressure should be verified prior to
placement of concrete. Do not place
foundation in fill.
Concrete shall be mixed to attain a
minimum compressive strength of 2500
psi in 28 days.
Anchor bolts shall be cut from A36
round stock. Exposed surfaces shall be
galvanized or coated to prevent corrosion.
All voids between column base plate
and foundation surface shall be
completely filled- with high strength,
non —shrink grout.
Steel reinforcing bars shall conform to
ASTM 615 grade 60 with deformations in
accordance with ASTM A-305. Welding of
reinforcing bars is prohibited.
This design is intended to be installed
at the address shown below and should
not be used at other locations unless
deemed suitable by a competent
Professional Engineer.
1 /2" DIA x 18" LONG
ANCHOR BOLT (4) REQ'D-
TOP OF PEDESTW-ZI EIV
AUG 1 8 200,
DO NOT WELD REBIaTy OF FEDERAL WAY
3" MIN. COVER R1 11 LDING DEPT.
SPACING QUANTITY
15" 4
15" 4
12" 3
12" 3
a
Project Number. r^{ � 't' GOR A CAMPBEL r' p, H,
06-0906 ■Li�LI{LL�illll� I �.1 1 lJ
Drcwirng Number. 9051 Executive Park Dr. —Ste. 200 . Knoxville, Tennessee • 37923
B.171043 (865) 539-4001 • fax:(665) 539-0851