HomeMy WebLinkAbout10180327_2500 S. REDHILL - Plan6'-6.5"
24"
2'-11"
MASTERI.D
- 31'
THE CENTER FOR AUTISM
& NEURODEVELOPMENTAL DISORDERS - 3"
DETAIL
DESCRIPTION:
Aluminum cabinet with 1/2" thick computer cut aluminum
dimensional copy. Letters to be pin mounted flush to cabinet
surface. Cabinet is mounted on a poured-in-place concrete
base and footing. Sign is double faced.
IMmm Field verify all conditions.
13!Will Exterior flood illumination by others (NIC).
Imin" Dimensions and letter heights are approximate.
1
6'-0"
THE CENTER FOR AUTISM
& NEURODEVELOPMENTAL DISORDERS
1
8'-0"
Tall, City Required Address Numbers.
2500
APPROVED
PLANNING DIVISION
940 -liMI
' -il
»,4 (-_LD
THE CENTERTPANEFIEMRED BY
& NEURODEVELOPMENTAL DISORDERS
PLANNING INSPECTION REGJIRED:
COLORS:ROUGH FINAL A 14' 1
A SIGN TYPE 4,27LEGEND/COLOA*ME Uk€ 026&54. (714)CO C MONUS€@I
O Aluminum Cabirr,eAl,4 *#0..1?$89750?t,1*048·RE\'19!0§|PN
G 1 /2" Aluminul'fllhD-1319@ OFfM@E?®f@RDKED AND GONDITIONS® 1/2"Aluminum*®14 Red (PMS 186).8-22-13
1/2" Aluminum CGby)POF*Ng@ OPIVEL¥44).REVISED: 12-3-13
[1 •In r--7-1,-4- • o -r-,- ATIONS/MODIFICATIONSG 1/2" Aluminum C yPGr@'eh(PMS'382*
e Concrete Base, tl#El *ATERIALE To· p.ovi-CH EXISTINGbOR=ENING !4303:'.dic)
SUBMIT LANDSCADE PLANS
3 COJ &3 - 1 QUANTITY
CONDITIONS„ 11 1 EACH3 6 3"
|| SCALE
3/8" = 1'-0"
O-JOB NUMBER
4467-13mz
31-9,PROJECT
CARNEGIE
CENTRE
1 '-7"Incorporated
Zee Sign Systems
0-
8 Choate Street
Irvine, Ca. 92620
949/552-4060
FAX 552-3701
DATE
DATE
frEM-
ELEVATION ----END
The designs, concepts, and features depicted or dgihed.hereiFFile 1* *cljive '32'WtM*JeeIS,gjystems,Inco£red (ZSS). Permission to use or reproduce in anyway this proprietary information is expressly witfiheld by ZSny diss£·n'Saen to *helk)*lind eneablapplicable laws. All artwork, ideas and materialsremain the property of ZSS until fees have been.paid in full.1*,e ever'prly-lifbatiolihld'bifratibrgirelired te.infc,rctltese terms, the prevailing party shall be entitledto reasonable attorney fees and costs. · 2 6.02 % 1 3 24 6% 1 :C \1 3 21% Ss i.& izm 1 = \10 19 0 8 CA)/7 I %&1 F %1% 32 9 5% i
5 Ove- a p rn m i
b.
PAGE
S2.1
2500 Red Hill Avenue, Santa Ana, CA - Google Maps 10/24/13, 4:34 RM
To see all the details that are visible on the
screen, use the "Print" link next to the map.
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https://maps.google.com/maps?hi=en&tab=wl Page 1 of 2
LEGEND:
) The Center for Autism Monument Sign Location. (1)
J Field verify all conditions.
J Existing Real Estate Sign to be moved.
Ed
ITEM
PROJECT ADDRESS:
2500 Red Hill
SIGN TYPE
4
6.
SIGN LOCATION
PLAN (DETAIL)
DATE
8-13-13
City required planter QUANTITY
SHOWN
SCALE
3/64" = 1 '-0"
JOB NUMBER
4467-13mz
PROJECT
CARNEGIE
CENTRE
Zee Sign Systems
North Incorporated
\1
150'-0"8 Choate Street
Irvine, Ca. 92620
949/552-4060
FAX 552-3701
SITE PLAN (DETAIL)
PAGE
The designs, concepts, and features depicted or described herein are the exclusive property of Zee Sign Systems, Incorporated (ZSS). Permission to use or reproduce in any
way this proprietary information is expressly withheld by ZSS. Any dissemination to others is prohibited and enforceable by applicable laws. All artwork, ideas and materials
remain the property of ZSS until fees have been paid in full. In the event any litigation or arbitration is required to enforce these terms, the prevailing party shall be entitled
to reasonable attorney fees and costs.
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|ULEJ Existing Signs at Carniegie entreit o
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Pole Design ROUND COLUMN
WL=21.00 (Wind Load) OR SQUARE TUBE
Area =30.00 (Surface Area of Sign)
hl =4.13 (Height from Grade to Middle of Sign) ..1 0
P=WL
Mom = P
r=Mom
Totals
P=630.00
Mom =2598.75
ir =4.13
B=2.5
dt=3.8
* AREA =630.00 3.5" STD PIPE OR Mt. f -- 3/8" BOLTS,
hl =2598.75 SQ. COL
TYP.
/ P = 4.13 (Tw=0.226) MIN.L 2"x2"xl /40 min.
SM =1.3125 -_TYP. or SQUARE TUBE
OK to use:3.5" I.D. STD PIPE COL .-I
S=2.4 Tw=0.226 - -4 /
Footing Design MIL STL.
(alternate)(BaseNmeol) NTS L 2"x2"xl /4" min.DETAIL
TYP. or SQUARE TUBE(Depth Dimension of Footing)
- 1/2" THRU BOLT (A307)
C
4
:41.- 6[•11
dtl =3.8 /3 = 1.2666667
alt. dtl = 0 /3=0
S=2 ' 100 -1.33 *1.26666667
S = 336.933333
alt.S = 2 * 100 *1.33 * 0
alt.S = 0
A=2.34 *630.00 _1474.2 -1
2.5 *336.9333 842.33333 f
alt. A =2.34 *630.00
0 * 0
DF =(A/2)(1+SQRT(1+(4.36)0/A»
DF =3.81
alt.DF = (A/2)(1+SQRT(1+(4.36xyA»
1805.7.2.1 CBC2010 alt.DF =#DIV/0!
OK to use: 2'-6" Dia OR SQ.x 4'-6" Dp
alternate:MIN.
Angle Design
WL=21.00 (Wind Load)
h=2.5 (Height of Sign(Top to Middle of Sign)
4 (Width of Sign(Side to Middle of Sign)
w-SQUARED
r"-7 " 14303- .
CO
.f .1,=1 -1,-*...
,1 A
...A- "4 - f t/.4 4'. 4
..
I .
I .
1474.2 h -1. I . .. . I.
alt.A = #DIV/01
4
= 16 4 an the jc
C l'I lrlae ,
*INEELLIZES
1. ALL WORK PER 2010 CBC.
2. THE CONTRACTOR IS TO VERIFY ALL CONDmONS AND DIMENSIONS.
3. SOIL TYPE: CLAY, SANDY CLAY, SILTY CLAY AND CLAYEY SILT.
(TABLE 1806.2 CBC2010)
4. CONCRETE: 2500 PSI CBC 2010 - CHAPTER 19
5. STEEL
U - - 1 0 A. ALL STRUCTURAL STEEL PER ASTM STANDARD A-36,
MINIMUM YIELD STRENGTH 36.000 PSI.
SECONDARY MEMBERS SUPPORTING THE DISPLAY
SURFACE MAY BE UGHT GAUGE COLD FORMED GALVANIZED¥X< STEEL PER CBC 2210 & SECTION 2209.
B. ALL PIPE PER AS™ STANDARD A-53 TYPE 'B FY- 36 KSI
C. ALL STEEL TUBE PER ASTM A-500 GRADE "13" FY- 46 KSI
D. ALL BOLTS PER ASTM A- 307
E. ALL STEEL 3/16" THICK OR LESS MUST BE GALVANIZED.
F. ALL HOLES DRILLED OR PUNCHED, UNO
G. ALL STEEL SHALL BE FABRICATED BY A CODE APPROVED &
UCENSED FABRICATOR PER SECTION 1702.
. FABRICATION, ERECAON AND PAINTING OF STRUCTURAL STEEL TO
CONFORM TO CBC CHAPTER 22
. APPROVED PLASTIC MATERIAL, OTHER THAN FOAM PLASTIC
(SECnON 207) SHALL BE CLASSIFIED AS EITHER CCI OR CC2
PER CBC SECTION 2606.4
. ELECTRICAL SIGNS PROJECTING OVER A PUBUC PLACE OR STEEL
SHALL DISPLAY THE NAME OF THE SIGN ERECTOR AND DATE OF
ERECTION PER [CBC APPENDIX H104.1]
. 9. CONSTRUCTION IN A PUBUC PLACE OR STREET SHALL CONFORM
' TO CBC CHAPTER 33. PROVIDE PEDESTRIAN PROTECPON DURING SIGN
.ERECTION PER SECnON 3306, CBC.
11. CAL/OSHA PERMIT IS REQUIRED FOR SIGNS OVER 36' HIGH.
CD
6
7
7 0 Xt-
8
WL * h =52.5 CY'«l«/«< «1
P * (w)2 * 63r = -0.12450593 ..
40480
:ilt<X,: ··
OK to use:L/TUBE 2"x2-x3/16" .....:
ALT:(S=0.247,0.668) MIN. -
0 .....
...
. 1 % 4
4
..
12. CONTRACTOR MUST VERIFY THE DIMENSIONS OF THE FOOTING2'WW I<6 <il<:ilitic tr, ftom thi 1/4" BASE BEFORE INSTALLATION OF SIGN.
13. FRAMED CONNECTIONS NOT SHOWN SHALL USE AT LEAST ONE
.% 0, ,-%"1/2" A307 BOLT. WHERE REQUIRED USE 1/4" THICK GUSSETS- PLATE AT WEI-DED TO MATCH STRENGTH OF BOLT.. (D L -b 14. SIGN SHALL COMPLY WITH ARTICLE 600, 2004, CEC.SHA 4 Alo 15. SIGN SHALL BE ON SEPARATE UNDERGROUND CIRCUIT.7. .-- I -<3<2<Xk<f<k<X< 1 ator of an>
17. SIGN SHALL BE 6' HORIZONTAUY AND 2' VERTICAL FROM ANY HIGH
BOTTOM OF COL.16. SIGN SHALL BE U.L. LABELED OR EQUAL.
DIA. OR SQUARE VOLTAGE WIRES.i
18. WELDING SEQUENCE AND PROCEDURE TO BE SUCH ™AT DISTORnON AND HEAT
+ STRESSES BE MINIMIZED. WELDS TO BE PLACED IN 1/8» MAXIMUM PASSES BY
SHIELDING ELECTRIC ARC PROCESS ACCORDING TO ™E LATEST EDITION OF
SPEGFICATIONS FOR STRUCTURAL ¥,ELDING OF A.W.S.
ELEVATIONI
... t- - SCALE: 1/2" = 1 '-0"19. ALUMINUM POLE SHALL BE ALLOY 6063-T6 NON WELDED WITH
YIELD STRESS FY-25 KS, SMEAR MODULUS 14 KS AND MODULUS
OF ELASnCITY E=10.000 KSI MIN.\_ 1/4" BASE r -.=J
PLATE AT COMPANY NAME ZEE SIGN SYSTEMS
BOTTOM OF COL.JOB TITLE MONUMENT SIGN
S ECTI O N SCALE: 1/2" = 1'-0"2500 REDHILL JOB ADDRESS SANTA ANA, Ca.
THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE
PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED AH Consulting Engineers DRAWN BY: GREG A. PAGE(S)1 OF *
Nkk:z=:2920WITHOUT CONSENT OF GILBERT HERNANDEZ P.E.2500 W Orangethorpe Ave. Suite 120 Fullerton, Ca. 92833 PH (714)-626-0720 FAX (714) 626-0719 DATE -10-22-13 JOB #13078
Z -0
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