HomeMy WebLinkAboutPS 08-135; Rodeway Inn; Sign Permits/Programs (PS),. City of Carlsbad
1635 Faraday Avenue
Carlsbad, CA 92008
(760) 602-4610
PLANNING~LICJ\TION# PS 08-135
REC'D BY_ 'i;;1_ Vr-......,
DATEII/ o
SIGN FEE'~U.J-----------
SIGN PROGRAM FEE---------
RECEIPT NO.------------
REVIEW FOR SIGN PERMIT
Planning Department
All plans submitted for sign permits/sign programs shall consist of a minimum of a site plan and sign
elevations containing the following information:
1. North arrow and scale.
2. Location of existing buildings or structures, parking areas, and vehicular access points to the
property.
3. Location of all existing and proposed signs for the property.
4. Distance to the property line(s) for all proposed freestanding sign(s).
5. Provide an elevation for all proposed sign(s) which specifies the following:
A. Dimensions and area for all existing and proposed sign(s).
B. Materials the sign(s) will be constructed of.
C. Source of Illumination.
D. Proposed sign copy.
APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS, A COMPLETED
APPLICATION FORM, AND THE APPLICATION FEE.
The application must be submitted prior to 4:00 p.m. Average processing time: 2 weeks
NAMEOFPROJECT: 'i2CJf)EWP...,.,"f' l~J
ADDREss oF PRoJEcT: .. ~s 70 P1a P\C..D \)~.
ASSESSOR PARCEL NUMBER: =~---'---'5'""'---.:....{ Cf_..__D_-_?'(p,;:,__ __________ _
RELATED PLANNING CASE NUMBER(S): -----------------
TYPE OF DEVELOPMENT:
(a) Residential
(b) Commercial
(c) Office/Industrial
<:@I!!?"~~i!M~
SIGN PROGRAM AND/OR
SPECIFIC PLAN CRITERIA
(e)
(f)
(g)
(h)
YesD
VILLAGE REDEVELOPMENT AREA YesD
SIGN ORDINANCE:
COASTAL ZONE:
YesD
YesD
Service Station
Prof. Care
Theater
Govt/Church
(i) Public Park
(j) Produce Stand
(k) Nursery
(1) P-U/OS Zone
NoD
No.D
Specific Plan Number ____ _
NoD
NoD
Requires VR Approval
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
Form 10 Revised 3/08 Page 1 of4
(
EXISTING SIGNS:
TYPE NUMBER SIGN AREA SIGN HEIGHT
Pole
f.-{.; . ·--'"" • I ( ~--...£I' __c ::z_ r-1-=-----.,__._
Wall 2 3~fjl< ~ n:t>·· ~8f2f ZB
Suspended
Directional
Canopy
Freestanding (Project Identity)
PERMITS ISSUED FOR EXISTING SIGNS: Yes 0 No 0 Date ______ _
PROPOSED PERMANENT SIGNS:
TYPE MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED
NUMBER PROPOSED SIGN SIGN SIGN SIGN
ALLOWED AREA AREA HEIGHT HEIGHT
Pole** m<f-
Monument** l ' ~tzl J~ _{a_ (/?
Wall 2 'E:J<(S'flut, 1-~x.t~~ {pt)\lt l~iA~
Suspended
Directional
Canopy
Freestanding**
(Project
Identity)
PROPOSED TEMPORARY SIGNS:
TYPE MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED
NUMBER PROPOSED SIGN SIGN SIGN SIGN
ALLOWED AREA AREA HEIGHT HEIGHT
Construction**
For Sale**
Banner
**Prior to approval, all proposed pole, monument, and freestanding signs must be reviewed for
potential sight distance and visibility issues. Additional information must supplement this application
showing how the proposed signage will not encroach into the public right-of-way or present a traffic
hazard. Page 3 of 4 illustrates an example for what would be required for such proposed signs.
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
Form 10 Revised 3/08 Page 2 of4
SITE PLAN REQUIREMENT FOR POLE, MONUMENT, AND FREESTANDING SIGN
APPLICATIONS
The following example illustrates the information that is required for all pole, monument, and
freestanding sign permit applications. Prior to approval, all such proposed signs must be reviewed
for potential issues by the Traffic Engineering Department, which will not allow signs to be
approved over the counter. Additional time will be required for on-site inspection.
Show all property lines
cW'b line
PfL
: :
'----l
PfL
I :
I e
I :
I e
I l
I i
' . ' . • • / • --~~
~
Sight Visibility
21.41.080 Sign design standards
• Sight Distance Requirement
• I • : I • l I • • , I
I
Show setbacks from all cW'bs
Street N ame(s)
I
I
(i)
North
Relationship to Streets: Signs shall be designed and located so as not to interfere with the
unobstructed clear view of the public right-of-way and nearby traffic regulatory signs of any
pedestrian, bicyclist or motor vehicle driver
Sight Distance: No sign or sign structure shall be placed or constructed so that it impairs the sight
distance requirements at any public or private street intersection or driveway.
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
Form 10 Revised 3/08 Page 3 of4
EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA
TOTAL BUILDING STREET FRONT AGE
TOTAL SIGNAGE ALLOWANCE
EXISTING SIGNAGE (SQ. FT.)
REMAINING SIGN ALLOWANCE AT PRESENT
PROPOSED SIGNAGE (SQ. FT.)
I
_3-'-<-..':l-=...;.:S=:;....__ _____ ft.
_;e_,__ ________ sq. ft.
__:..l-::~:.._:-f~.....:ai=-------sq. ft.
~--------------------sq. ft.
--={:...:=:6::;...L[l~------sq. ft.
REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN ---------------------sq. ft.
PROPERTY OWNER APPLICANT
NAME (PRINT OR TYPE) NAME (PRINT OR TYPE)
----rltvt ~Md
MAILING ADDRESS MAILING ADDRESS
!Wcw. LAv..~~ 1120 ~~
CITY AND STATE ZIP TELEPHONE CITY AND STATE ZIP TELEPHONE
~~ CA ~7~'2..( -f(o'Z (o0,6-~(o tt
I CERTIFY THAT I AM THE LEGAL OWNER AND THAT I CERTIFY THAT I AM THE REPRESENTATIVE OF THE
ALL THE ABOVE INFORMATION IS TRUE AND LEGAL OWNER AND THAT ALL THE ABOVE INFORMA-
CORRECT TO THE BEST OF MY KNOWLEDGE. TION IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE.
& /ll[(j6t's
SIGNATURE DATE SIGNATURE DATE
PLANNER CHECK LIST:
1. Field check by planner.
2. Within maximum length, area.
3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable.
4. Location: •!• In right-of-way
•!• In visibility triangle at corner
5. Pole and monument signs to be checked by Traffic Engineering, for visibility issues.
6. When approved route copy to Data Entry
APPROVED: Planner: ~ ~~V' Date:/ I /t<f/"6
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
Form 10 Revised 3/08 Page 4 of4
DD SIGN SERVICE PAGE 02 I"' ... lljJ.412E!.0~.. ~_7: 52 5626905623
-
.....
-
-
DD SIGN 81RY10E FWE 81
Dat.DfG S1CM ~Oil ..-.rc: ILAJif stCft CUJ'DIA , TOTALBUJI.niNO S1Uit ftONTAG£ _"?,~??.:::_ ______ ft..
T01'AL SlONAGB ALLOWANCB ----~!""'-----tcf. l\,
IDDSUNG ~(SQ. FT.) ...o4J~'2kg&..al-------"l· ft.
I.BMAJNlNO SlON AU.OWANCB AT PllB8mn' = Ill• ft.
PROI'OSID sroNAGI(SQ. FT,) ...,.j~W~o~:.-~~f21=.----=--111· Q. JU!MAJNJNOQJN AIJ..()WANCB.AJ'l'B~IIGN ________ ~q. ft.
Pl.ANNII SH&Q; LJIT!
1. FilldoJieetb)' ........
.2, wtGaia'ltmximanl......... .
3. 11)'1•....._ w.a.. llp)I'Oinm c4/rlllplclle PIIIJ _... ft~
4. Loaadcln! • Ia ......,...,
• Ill \'lllbillty ...... II C01W
S. NeM~W-toW .... llyn.lle....,•4.,\llllltlilyt ....
i. WI-..,. .......... .., 10 Dllta..,.
~OVBD1 ~=-------------------------t:r.tee. _____ _
~ -....c:.s ~ •+t•wc. '4\."'-~aw:s
'V IU-sP.U... ,.. .. u """'pi AAOo~CJ........U'r sa,c-i
. . . . . . . . . ' . . . .
FGbn 10 A-.1-JJIJI ' t ~ • ' • • t • • • • t ' • • ' + ' • • • ' • ' ..... ~.
11/14/2008 07:52 5626905623 DD SIGN SERVICE PAGE 01
D&D IIIIIIERVICI
1282 W. Lambert Road Unit -A
· . (562) 690~622 Fax f562J 690~623
I(DO (o01. • ~S'Stl LICENSE# 8560(]6
FROM:~M
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PAGES: 2-
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..__---=p~-------:--~o-----,p~.-1 375' c 0
._
ir;,-MONUMENT
"c
ISTING SIGN TO BE REFACED
t
EXISTING SIGN TO BE REFACED
PARKING LOT
~I
'f'/1/M-
fGR. c/lll!.S.. S ~tf W ~
PR11f(}$fij} S/~111 TO 8~
r 1 Fll"H Dl1t 1/fW~Y
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/
_.=-------------------------lrL~==nmms;~~;E;;:;:i~~~~1~o~J0=Et;'
DATE
PLANNING IJ.:!~~~i..::l..!:J~.t..:...~-~-
B~DINGL_ ________ ~-----
D&D SIGN SERVICE
1282 W. LAMBERT RD. BREA, CA.
LIC. # 856006
LOCATION: KODE..WAYINN
ADDKE..SS: ;570 FlO FICO DK.
CARLS5AD, CA. 9 2008
DATE..: SCALE_:
BEFORE
3'-8"
v.o.
L
· .... ~ .. ·(:···:: Everbrite .......... ......... hJ r I t, y 1 ' I, I I l I
17'-8"
v.o.
Customer: CHOICE: Rodeway Inn
Project No: 244068-1 !Scale: 1/4"=1'-0"
Date: 9/24/08 I Drawn By: KW
Location Carlsbad, CA Site No: RODECAB95
------------------------~ AFTER
NOTE:
_...----Custom non-approved logo layout
(Requires approval from CHOICE)
DISCLAIMER: f~enr~w1ngs :Jn' fot gr'lnhiC pu1pnses only, ,nd 110~ 1n:enr!f~rl 'r•r ilrlunl rolh!tiJC!tnn firmen-. oJilS Fn· Wlnr!lrl;c,rl rP.fl.lll emcnts <:ClLnl r!1nlf'llSI0'1S nne •llnuntlng ~t'ldf_I4~~~~P.If'ft:r lO_Pil~leP•If~SJ s~~~_IC~li~llS ,l~rllilS~II ~l_•l',\1'1•J~ _ __ _ -~ __ _ _ --------~-~-~ ------~ ~------------These rlr ilWirlrJS .md rlP.,.Igtl', :1re the exclttSIVf~ rrope.ty of Evt:~ hrtiP., Inn Use nf or duplicillton m any lllilllllP.I w1thout exprt~"s wnlten pe,-rn,sslon (I(
Evetbnte Inc 1s prohrb1ted.
Description: New S/F Replacement Customer Approval: NOTE: Unless specified by customer, all depth of embossing will be
Face to fit existing retention system determined by Everbrite Engineering or existing customer specifications on file. Colors and graphics
on file will be used unless otherwise specified by customer.
Please read carefully, check appropriate box and fax 0 Sketch OK as is Revised: 10/1/08 back to Everbrite: 0 New sketch required
Revised:
Revised: SIGNATURE DATE
BEFORE
17' -8"
v.o.
3'-8"
v.o.
L
.~i~;.:~~· Everbrite
'"' .... ~ .. I t, r 11 v '. ' r' \Ill j
Customer: CHOICE: Rodeway Inn
Project No: 244068-1 jScale: 1/4"=1'-0"
Date: 9/24/08 I Drawn By: KW
Location Carlsbad, CA Site No: RODECAB95
-------------------------~
NOTE:
....-----Custom non-approved logo layout
(Requires approval from CHOICE)
AFTER
DISCLAIMER: l~<·nrlP•inq.:; .111" fnr grnr+nr purriC"•sr•s only .md nn! illlr!llrJPd 'rH :1r1ual cnn·.tnJr:tlnn r·nnPnc; nns. Fn1 Windl();;d requ11P111ents ;;ctu:1l Olill'~ns!n•ls :me •nntllllimJ
drl.1! r1!P.i1SP fl~h·i to PllCJIIlf'C"IOfJ •>[lP.ti!IC:<l\IC11lS c1r0 lfh ,11! di.IV,ng; ----~-----------~ ------------~ -----------~----~----~~~----------------~-
Tilt:'·"' dlil'A'IIlfj'· <~nrl rlPsi~Jns iliP. !lw exdus1ve picrpt-:dy of EVP.Ihnle Inc U"'" of or duplir:nlton 1n ilny 111ilnne1 Without exprP.ss wrrll.-:n pelrnhSiflll of
Eve1hnle Inc IS prohtb1ted.
Description: New S/F Replacement Customer Approval: NOTE: Unless specified by customer, all depth of embossing will be
Face to fit existing retention system determined by Everbrite Engineering or existing customer specifications on file. Colors and graphics
on file will be used unless otherwise specified by customer.
Please read carefully, check appropriate box and fax D Sketch OK as is Revised: 10/1/08 back to Everbrite: 0 New sketch required
Revised:
Revised: SIGNATURE DATE
•
I
I
3'-3/8"
1-1/2" retainer
. ' ... ~ ·~,.,,.~ Everbrite .... ~ •: ~ ..
...... ~!)-...... .......... 1,1 r ' ' '
BEFORE
6'-3/8"
Customer: CHOICE: Rodeway Inn
Project No: 244068-4 jscale: 1/2"==1'-0"
Date: 1 0/20/08 I Drawn By: KW
Location Carlsbad, CA Site No: RODECAB95
AFTER
11\( I ·\I \~Ul [-;, ·nd<'llllq' 'Ill' ill! q< ,\phlc p1.n>o 1" r >1 1!y 111\11 \\I\ ,,.,\•'1 d,•d f<-1 •.\ I' 11! I I "\1\l< 11 11 d•llln'1' 11 nl, m 1 1ll1dirJ.1d Jl'li\lirl mer I, .1 \u ;\ rl11nc 'l'IPil, lll<\ 'llOlilllll q d1• ,'II p\co1• r
Jdci l.n ''ilCJII '"' 1111 J sp ~CI(Juli"'' . "' dill t dl cJ, ,11 '"'l
~~ --------. ---
lf11 •'' didVdtl(j• dllli "'''I<Jii' .\It• iht• l'x< hl\<\1'' jll<lfll'I\V ,( [ \1 .,[,,<\•· i111 lht• nl, 111 d<q;lli dll<ll; Ill .IIIY-111«11111·1 ,\~lfl!<\11 <'•J>Ir, "II I I l'rl fl<'rrlll '•'>li lll n(
f If( II rill(', Inc "prnhibil<'d
Description: New D/F 3'x6' pylon sign Customer Approval: NOTE: Unless specified by customer, all depth of embossing will be
with cladding determined by Everbrite Engineering or existing customer specifications on file. Colors and graphics on file
will be used unless otherwise specified by customer.
Please read carefully, check appropriate box and fax back to D Sketch OK as is
Revised: Everbrite: 0 New sketch required
Revised:
Revised: SIGNATURE DATE
• ELECTRICAL DATA:
LAMPS: F T12 CIJ /HO ( ) REQ'D
BALLAST: (1)
TOTAL LOAD AMPS 120 VOLTS
LUMENS TOTAL
LUMENS / SQ. FT.
SQ. AREA OF SIGN 24
-
i"~
/II
BASE QADDING II
BY OlHERS
I I
A RELEASE FOR INSTALLATION
SYM DESCRIPTION
REVISION RECORD
10-16-08 P JL
DATE CHG
PLATE 1/2' X 6 3/4' X 8'
ASTM A-36 STEEL
(4) 5/8' DIA HOLES
X-AXIS I+ r-::::-~ ~ ~.::~ r 4 314' 6 3/4'
f
3/16V
SIGN MTG. PATTERN
<SCALE 2 X )
6'-0 3/8'
,. 4'-0' CLADDING •I
Illir»wrn3\}37&W
~
!
3'-0 3/8'
,~~~==~,~,,~==~~----~-
(4) 1/2' DIA. MT'G BOLTS / II 8' CONDUIT
(A 325 HI-STRENGTH) II PRIJJEfllJN 2'-11 5/8'
ECN
GRADE . II
!Wiffil:::: " . · II :~ .. m:: ffiiJ..I:L t llin1 'm . •• j I • . ~~ iTT
~ ··• . : : "· · ELECTRICAL
. ·" .l1· .~.. · PER CODE
5·-o· •• • .·1 K
L 4 .. H.~~.
· I .. I . . ~4 T .S 3' X 3' X .188'
· . ASTH A-500 GR B
1.. 2'-6' DIA .I
SIGN 'WEIGHT: 240 LBS.
POLE 'WEIGHT: 288 LBS.
EVERBRITE TO FURNISH:
1. 3 X 6 SIGN COMPLETE IN ONE PIECE 2. MOUNTING POLE IN ONE PIECE
3. TOUCH UP PAINT.
INSTALLER TO FURNISH:
1. CONCRETE BASE.
2. ALL ELECTRICAL COMPONENTS REQUIRED.
3. INSTALLER TO BE SURE SIGNS ARE PRDPERL Y INSTALLED, CONNECTED AND GROUNDED.
GENERAL CONTRACTOR TO FURNISH:
PRIMARY IJIRES FROM BUILDING
TO AND INCLUDING THE CONNECTION TO THE BREAKER BOX.
SIGN SPECIFICA liONS:
STANDARD SIGN CONSTRUCTION IS DESIGNED TO
IJITHSTAND \JINDS OF 35 PSF, <APPRDX 90MPH @ 40'-0' DAH)
DESIGN SPECIFICA TIDNS:
3000 P.S.I. CONCRETE. 90 CU. YDS.
DESIGN NOTE:
SIGN, POLE AND CONCRETE BASE ARE DESIGt£D TO \JITHSTAND A \JIND L[]AD [)f" 25 P.S.F
CONCRETE FOUNDATION DESIGNED USING AN ALLOWABLE LATERAL SOIL BEARING PRESSURE
OF 200 P.S.F.! FT.
IF THESE SOIL CDNDITIOOS DO NOT EXIST AT THE ~~~~~~~I~~Lh~c~yo~oT\}i1J~~B~rfE~l~~~s
PRIOR TO PERFORMING ADDITIONAL EXCAVATION
DR ANY CONCRETE PLACEMENT.
THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE
~TH THE REQUIREMENTS (J ARTICLE 600 OF THE
NATIONAL ELECTRIC CODE AND /OR OTHER APPUCABLE
LOCAL CODES. THIS INCLUDES PR(f[R GROUNDING AND
BONDING OF THE SIGN.
EVERBRITE TIESE IRAIII!liS ARE Tl£ EXll.USIVE PIOIERTY IF E~ LLC. ~!!'.t.llllllPI.ICATI114 1M AMY IWKR wu rw 1 EXPRESS \IRITT£N PERIUSSJIJj
IJ' EVERIIITE, LLC. IS PIOIIBITED.
TITLE RDDE\J AY 3 X 6 SIGN ON 2'-11 5/8" POLE
DRN HED DT 10-16-08 SCALE DR'./G NR I N 0 2 6 7 2 B
CKD P JL DT 10-16-08 1/40 -
•
Footing Design
(alternate) (Soil Pressure=100)
8= 2.51 a (Base Dimension of Footing)
cit= 4. 5 (Depth Dimension of Footing)
x= 4.50
dt1= 4.5 3 = 1.5
alt. dt1 = 0 3 0
S= 2 100 1.33 1.5
S= 399
alt.S = 2 100 1.33 0
alt.S = 0
A= 2.34 * 900.00 2106
2.5 399 997.5
A= 2.11
alt. A= 2.34 * 900.00 2106
0 0 0
alt.A = tiON/0!
OF= (AI2)(1+SQRT(1+(4.36x)IA))
OF= 4.44
alt. OF= (AI2)(1+SQRT(1+(4.36x)IA))
alt.DF = tiONIO!
OK to use: 2'-e0iax5'-0"Dp MIN.
alternate:
WIND LOAD PER [CBC2007-1609.1.1 ]
AND [ASCE-7, 6.4.2.1 (6-1) ]
qz
90 MPH EXP "C"
0.00256 Kz ~zt Kd y 2 I
Kz = 0.85 LT -6-3J
Kzt = 1
Kd = 0.85 [T -6-4]
V2 9rl = 8100
qz =
I = 1.0 [II T -1 -1]
0.00256x0.85x1.0x0.85x81 00x1.0
14.98 FROM FIG. 6-20
0.85 s/h = 1.0
qz =
G =
1.45 B/s=6/6 = 1.0
qz G Cf Af I Cf
IF =
F 14.98x0.85x1.45
p = 18.47 psf lw =
SIGNAGE AREA :
AI = (6x3+6x3) sq. ft.
TOTAL : = 36.00
p = 36 X 25 = 900 #
H = 4.5'
25 psf I
sq. ft.
M = 900 x 4.5 = 4050 #-ft
S Reg. : FOR HORIZ. ARM
M = 900 x 4.5 = 4050 #-ft
USE:
=
S = 4050 x 12 3"x3"x3/16" TUBE 22000 X 1.33 s = 1.66 S = 1.73 o.k.
THESE DRAWINGS AS INS"JRUMENTS OF SERVICE ARE THE
6'-o 3/8"
(-----------------------------~
PRE-MFGR.
AL.D/F SIGN
CABINET
OC)
'-..... I"')
0
I
I"')
<.0
OC)
'-..... L{) 3"x3" SQ.x3/16"
..--THK. TUBE
..--
N
.: ..... 4" ..
.· .... .
PlATE : -' ··:; ..
M -900 )( 3/2 -1350 1-ft ..
... • ...
41 •• ' •
p-M/d-1350 )( 12 I 3.75
L • d-oD/2 .. 3.75-3/2
-4.320 kips
-0.375
· .....• ... · .. ·· ....
Mpt• PxL -4.320 k-in
.------. . ... 6x 4.320 k-in
-USE:0.37·71 6.75x0.75x36 I 1 /2" THl< BASE PlATE. MIN:
t-
TENSION ON BOLTS
T • 1350 x 12
2 )( 3.75 -2160 I
As ,.. 2160 I
0.9x1 x0.8x24000 .. 0.125 sq. in • .-----------.
USE: 1/2"f BOLTS MIN.
As • 0.1963 sq. in.
BERNARD C. ADAMS
6 3/4 "xB"x 1 /2• PL.
w/(4)-1/2"• M.B.
ASll.f A307
AL. POLE COVER/CLADDING
CONCRETE
FOOTING
L{)
ELEVATION
NTS
90 MPH EXP "C"
PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED 1-----
WITHOUT THE CONSENT OF B.C.ADAMS CIVIL ENGINEER
11022 ACACIA PARKWAY SUITE E GARDEN GROVE, CA 92840 PH (114) 636-0294 FAX (114) 534-2494
5"
(4)-1/2"9) M.B.
3"x3"x3/16" TUBE 1.5
8"x6 3/4"x 1/2" PL. DETAIL
SEC A-A
1. All. WORK PER 2007 CBC AND LATEST EDITIONS OF USC, NEC &
LA CfTY AMENDMENTS. 2. THE CONTRACTOR IS TO VERIFY All. CONDITIONS AND DIMENSIONS.
3. SOIL l'tPE: CLAY, SANOY CLAY, SILlY CLAY AND CLAYEY SILT. {T18-I-A
CBC2007)
4. CONCRETE: 2500 PSI UNLESS NOTEO OTHERWISE CBC 2007-CHAPTER 19
5. STEEL
A. All. STRUCTURAL STEEL PER ASN STANDARD A-36 AND CBC
STANDARDS, STANDARD 22-1 MINIMUM YIElD STRENGTH
36,000 POl. SECONOMY MEMBERS SUPPORTING 1HE DISPLAY
SURFACE MAY BE LIGHT GAUGE COLO FORMm GALVANIZm
STEEL PER CBC 2250 & STANDARD 22.9
B. All. PIPE PER ASN STANDARD A-53 TYPE "B" FY-36 KSI
C. All. STEEL TUBE PER ASN A-500 GRADE "8" FY-46 KSI
D. All. BOLTS PER ASN A-307
E. All. STEEL 3/18" THICK OR LESS MUST BE GALVANIZm.
F. All. HOL£S DRIU£0 OR PUNCHm, UNO
G. All. STEEL SHALL BE FABRICATED BY A CODE APPROVED &
UCENSEO FABRICATOR PER SECTION 1701.7
6. FABRICAliON, ERECTlON AND PAINl\NG OF STRUCTURAL STEEL TO
CONFORM TO CBC CHAPTER 22
7. APPROVED PLAST1C MATERIAL, OTHER THAN FOAM PlASTIC
(SECTlON 207) SHALL BE CLASSIFIED N:. EITHER CCI OR CC
PER CBC STANDARD 26-4.
8. ELECTRICAL SIGNS PROJECONG OVER A PUBUC PLACE OR STEEL
SHALL DISPLAY THE NAME OF THE SIGN ERECTOR AND DATE OF
ERECTION PER USC 1302.2
9. CONSTRIJC110N IN A PUBUC PLACE OR STREET SHALL CONFORM TO UBC CHAPTER 33. PROVIDE PEDESTRIAN PROTECTION DURING SIGN
ERECTlON PER SECTION 3303, CBC.
10. LOS ANGEl..ES COUNTY: A CERTIFICATION OF FABRICATION FROM
1HE SHOP PE:RFORMING THE WELDING OR A REPORT FROM THE
SPECIAL INSPECTOR MUST BE FURNISHm TO THE JOB INSPECTOR
PRIOR TO FRAMING APPROIIAI...
11. CAL/OSHA PERMIT IS REQUIRED FOR SIGNS OllER 36' HIGH •
12. CONTRACTOR MUST VERIFY 1HE DIMENSIONS OF THE FOOTING
BEFORE INSTALLATION OF SIGN •
13. FJWotm CONNECTIONS NOT SHOWN SHALL USE AT LEAST ONE
1/2" AJl)7 BOLT. WHERE REQUIRED USE 1/4" THICK GUSSET'S
WELDED TO MATCH STRENGTH OF BOLT.
14. SIGN StW..L COMPLY WITH ARl1ClE 600, 2004, CEC.
15. SIGN SHALL BE ON SEPARATE UNDERGROUND CIRCUIT.
16. SIGN StW..L BE U.L LABELED OR EQUAL
17. SIGN SHALL BE 6' HORIZONTAI.l.Y AND 10' VERT1CAL FROM Nf'f HIGH
VOLTAGE WIRES.
18. WELOING SEQUENCE ANO PROCEDURE TO BE SUCH lHAT OISTORliON ANO HEAT
STRESSES BE lillliiMIZ£0. WELDS TO BE PLACED IN 1/8" MAlCIMUiol PASSES BY
SHIELDING ELEClRIC ARC PROCESS ACCORDING TO THE LAlEST EDiliON rE
SPECIFICA liONS fOR STRUC1URAl. WELDING rE A. W.S.
19. CONliNUOUS INSPECllON REQUIRED FOR FlBJ) WEl.DS
COMPANY NAME D & D SIGNS
08 TITLE ROADWAY INN
JOB ADDRESS 3570 PIO PICO DR.
CARLSBAD, CA.
DRAWN BY: GREG A. PAGE(S) 1 OF 1
DATE 11-05-08 JOB# S16, 129