HomeMy WebLinkAboutPS 10-142; Hoehn Honda; Sign Permits/Programs (PS)REVIEW FOR SIGN
PERIVIIT
^ CITY OF P-11 CARLSBAD P-11
'^TION# K^-WIO PLANNING J^PUICATIQN # PS-^IO*
REC'D BVr
DATE /
SIGN FEE
SIGN PROGRAM FEE
RECEIPT NO.
All plans submitted for sign permits/sign programs siiall 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 constmcted 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
NAME OF PROJECT: •l'fc)g-f-\Nl 4-^0(40^
ADDRESS OF PROJECT: g^-g^ PSU Mc^gJF^ Q^eU^/^l^
ASSESSOR PARCEL NUMBER: OGO> H
RELATED PLANNING CASE NUMBER(S):
TYPE OF DEVELOPMENT:
jp) Residential (d) Hotel/Motel (g) Theater (j) Produce Stand
(fb)^ Commercial (e) Sen/ice Station (h) Gov't/Church (k) Nursey
(c) Office/Industrial (f) Prof. Care (i) Public Parte (I) P-U/OS Zone
SIGN PROGRAM AND/OR ^ IQ
SPECIFIC PLAN CRITERIA YesH^^ NoD Specific Plan Number t '
VILLAGE REDEVELOPMENT AREA YesD No0^ Requires VR Approval
P-11 Page 1 of 4 Revised 07/10
SIGN ORDINANCE: YesQ NoQ
COASTAL ZONE: YesQ NoQ
EXISTING SIGNS:
TYPE NUMBER SIGN AREA SIGN HEIGHT
Pole
Monument
Wall
Suspended
Directional
Canopy
Freestanding (Project Identity) \ 17'-6"
PERMITS ISSUED FOR EXISTING SIGNS: YesD NoD
PROPOSED PERMANENT SIGNS:
Date
TYPE
MAXIMUM
NUMBER
ALLOWED
NUMBER
PROPOSED
MAXIMUM
SIGN
AREA
PROPOSED
SIGN AREA
MAXIMUM
SIGN
HEIGHT
PROPOSED
SIGN
HEIGHT
Pole**
Monument** 1
Wall -
Suspended
Directional
Canopy
Freestanding**
(Project Identity) I \ 3S'
PROPOSED TEMPORARY SIGNS:
TYPE
MAXIMUM
NUMBER
ALLOWED
NUMBER
PROPOSED
MAXIMUM
SIGN
AREA
PROPOSED
SIGN AREA
MAXIMUM
SIGN
HEIGHT
PROPOSED
SIGN
HEIGHT
Construction**
For Sale**
Banner
**Prjor 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.
p-11 Page 2 of 4 Revised 07/10
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 Transportation Department, which will not allow sians to be approved
over the counter. Additional time will be required for on-site inspection.
Showbuilding/s
P/L
Show all property lines P/L
^ Sight Distance Requirement
Sjiow setbacks from all curbs
curb line
Sight Visibility Street Name(s) 0
North
21.41.080 Sign design standards
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.
EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA
TOTAL BUILDING STREET FRONTAGE _
TOTAL SIGNAGE ALLOWANCE _
EXISTING SIGNAGE (SQ. FT.) _
REMAINING SIGN ALLOWANCE AT PRESENT _
PROPOSED SIGNAGE (SQ. FT.) _
REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN_
P-11 Page 3 of 4
(80
3h0
Bl
IM.
33
_sq. ft.
. sq. ft.
, sq. ft.
sq. ft.
. sq. ft.
. sq. ft.
Revised 07/10
PROPERTY OWNER APPUCANT
NAME (PRINT OR TYPE) NAME (PRINT OR TYPE) €4^^^-
MAILING ADDRESS MAILING ADDRESS
112. v\). ^UCT-
CITY AND STATE ZIP TELEPHONE CITY AND STATE ZIP TELEPHONE
I CERTIFY THAT I AM THE LEGAL OWNER
AND THAT ALL THE ABOVE INFORMATION IS
TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE.
I CERTIFY THAT I AM THE REPRESENTATIVE
OF THE LEGAL OWNER AND THAT ALL THE
ABOVE INFORMATION IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE.
SIGNATURE
3 SIGNATURE
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 comer
5. Pole and monument signs to be checked by Transportation Engineering, for visibility issues.
6. When approved route copy to Data Entry
^Jlyl,^ S/h'id>^ Date: /P.-'^O'/O APPROVED: Planner:
p-11 Page 4 of 4 Revised 07/10
City of Carlsbad
Faraday Center
Faraday Cashiering 001
1036201-1 12/28/2010 32
Tue, Dec 28, 2010 09:51 AM
Receipt Ref Nbr: R103B201-1/0020
PERMITS - PERMITS
Tran Ref Nbr; 103620101 0020 0037
Trans/Rcpt#: R0082523
SET #: PS100142
Amount: 1 @ $56.00
Item Subtotal; $56.00
Item Total: $56,00
1 ITEM(S) TOTAL: $56.00
Check (Chk# 1181) $56.00
Total Received: $56.00
Have a nice day!
**************CUSTOMER copy*************
City of Carlsbad
1635 Faraday Avenue Carlsbad CA 92008
li
Applicant: CLARK ROB
Description
PS100142
5199 PASEO DEL NORTE CBAD
Amount
56 . 00
Receipt Number: ROO82523
Transaction Date: 12/28/2010
Transaction ID: R0082523
Pay Type Method Description Amount
Payment Check 56.00
Transaction Amount: 56.00
5454 paseo del norte carlsbad ca - Google Maps http://maps.google.com/maps?hl=enAtab=wl
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13 '
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Sign Proposal
10-M
PLANNING
BUILDING ING I
Photo rendition tor representational purposes only. Photo scales are close approximate. Actual sign may appear larger or smaller than shown. Color shown may vary due to ink jet printing interpretations.
HOEHN HONDA
5454 Paseo Del Norte,
Carlsbab, CA 92008-4426
Contents
Cover Page
Site / Vicinity Map
Site Plan
Proposed Signs
Structural Details
Calculation-1
Calculation-2
Pg.l
Pg.2
Pg.3
Pg.4
Pg.5
Pg.6
Pg. 7
112 W. Elm Court, Burbank, CA91502
Phone: 818.566.1850
Fax: 818.566.1821
www.megahertzsign.com
\
«.?-.-.» IB
t>j^r,
\
VICINITY MAP
SITE MAP
112 W. Elm Court, Burbank, CA 91502
Phone: 818.566.1850
Fax: 818.566.1821
www.megahertzsign.com
SALESMAN:
Rob Clark
PROJECT MANAGER;
Raul Alvldrez
DRAWING BY:
R. T. Furigay
CUSTOMER APPROVAL:
00.00.10
REV. No. DATE: BY:
Reajon ol revijion 00-00-10 RTF
Rearon ol revijion 00-00-10 RTF
Reawn ot reviJion 00-00-10 RTF
Reaion ol revixion 00-00-10 RTF
Reaion ol revision 00-00-10 RTF
JOB TITLE:
HOEHN HONDA
JOB ADDRESS:
5454 Paieo Del Norte
Carlsbad, CA 92008-4426
SHEET TITLE:
SITE/VICINITY MAP
JOB NAME:
Hon(la_Hoehn 11-23-2010
DATE:
11.23.10
SCALE:
Al Noled
Page: 02 Of: 07
OfcHERALNQTEa;
ALL IDEAS. DESIGNS, ARRAIGEMENTS. DRAWINGS AND
SPECIFICATIONS ARE OWNED BY, ANO ARE PROPERDr OF
MeOAHCRTZ ELECTRIC. INC. ANO WERE CREATED FOR THE
SPECIFIED PROJECT AND ARE INSTRUMENTS OF SERVICE NONE
OF THE SUCH IDEAS. DESIGNS. ARRANGEMENTS OR PLANS SHALL
BE USED BY OH DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE
WRITTEN PERMISSION OF MEGAHERTZ ELECTRIC. INC.
FABRICATOR AND CONTRACTOR MUST VERIFY AND CHECK ALL JOB DIMENSIONS, DRAWINGS, DETAILS ANO SPECIFICATIONS ON SITE
AND REPORT ANY ERRORS, OMISSIONS AND DISCREPANOES TO
THE DESIGNERS BEFORE PROCEEDING WITH WORIC
TME COLORS DEPICTED HERE ARE A GRAPHIC REPRESENTATION
ACTUAL COLORS MAY VARY
112 W. Elm Court, Burbank, CA 91502
Phone: 818.566.1850
Fax: 818.566.1821
www.megahertzsign.com
SALESMAN:
Rob Clark
PROJECT MANAGER:
Raul Alvidrez
DRAWING BY;
R. T Furigay
CUSTOMER APPROVAL:
00.00.10
REV. No. DATE; BY:
Reaion olreviiion 00-00-10 RTF
Reaion ol revliion 00-00-10 RTF
Reaion ol reviiion 00-00-10 RTF
Reaion olreviiion 00-00-10 RTF
Reaion olreviiion 00-00-10 RTF
JOB TITLE:
HOEHN HONDA
JOB ADDRESS;
5454 Paieo Del Norle
Carllbad,CA 92008-4426
SHEET TITLE;
SITE PLAN
SITE PLAN SCALE: 1/32" = 1'-0'
JOB NAME:
Honda_Hoehn 11-23-2010
DATE;
11.23.10
SCALE;
Al Noted
Page: 03 Of: 07
geweiVMNOTEa;
ALL IDEAS, DESIGNS. ARRAIGEMENTS. DRAWINGS AND
SPECIFICATK3NS AHE OWNED BY AND ARE PROPERTV OF
MEGAHERTZ ELECTRIC. INC, AND WERE CREATED FOR THE
SPECIFIED PROJECT ANO AHE INSTRUMENTS OF SERVICE, NONE
OF THE SUCH IDEAS. DESIGNS. ARRANGEMENTS OR PLANS SHAU
BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE
WRITTEN PERMISSION OF MEGAHERTZ ELECTRIC. INC.
FABRICATOR ANO CONTRACTOR MUST VERIFY AND CHECK ALL JOB
DIMENSIONS. DRAWINGS. DETAILS AND SPECIFICATIONS ON SITE
AND REPORT ANY ERRORS. OMISSIONS AND DISCREPANOES TO
THE DESIGNERS BEFORE PROCEEDING WITH WORK
THE COLORS DEPKITEO HERE ARE A GRAPMC REPRESENTAnON.
ACTUAL COLORS MAY VARY
8'-0" 2'-6"
I
Co
CNJ
1
CO
in in
1—
CD
cb
LO
OsJ
CD
cb
r\ SIDE ElEMKim/ F^?Pe?^v>
U Scale: NTS
FRONT VIEW END VIEW
r\ PYLON SIGN Manufacture and Install (1) One Set Illuminated D/F Pylon Sign
Scale: 1/4"=1'-0' SIGN TOTAL SQUARE FOOTAGE: 204.67 sq. ft.
EXISTING CONDITION
112 W. Elm Court, Burbank, CA 91502
Phone: 818.566.1850
Fax: 818.566.1821
www.megahertzsign.com
SALESMAN:
Rob Clark
PROJECT MANAGER:
Raul Alvidrez
DRAWING BY:
R. T Furigay
CUSTOMER APPROVAL:
00.00.10
REV. No. DATE: BY:
Reaion ol reviiion 00-00-10 RIP
Reaion ol reviiion 00-00-10 RTF
Reaion ol reviiion 00-00-10 RTF
Reaion ol reviiion 00-00-10 RTF
Reaion ol reviiion 00-00-10 RIF
JOB TITLE:
HOEHN HONDA
JOB ADDRESS;
5454 Paieo Del None
Cariibad, CA 92008-4426
SHEET TITLE;
NEW PYLON ELEVATION
JOB NAME:
Honda_Hoehn 11-23-2010
DATE:
11.23.10
SCALE:
AiNoled
Page: 04 Of: 07
aeNERALNOTEa;
ALL IDEAS, DESIGNS, ARRAIGEMENTS, DRAWINGS AND
SPECIFICATIONS ARE OWNED BY ANO ARE PROPERTY OF
MCOAHERTZ ELECTRK. INC. ANO WERE CREATED FOR THE
SPECIRED PROJECT AND ARE INSTRUMENTS OF SERVCE NONE
OF THE SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE
WRITTEN PERM1SSK>N OF MEGAHERTZ ELECTRIC, INC
FABRK>rOR ANO CONTRACTOR MUST VERIFY AND CHECK ALL JOB
DIMENSIONS, DRAWINGS. DETAILS ANO SPECIFICATIONS ON SITE
AND REPORT ANY ERRORS, OMISSIONS AND DISCREPANCIES TO
THE DESIGNERS BEFORE PROCEEDING WITH WORK
Scale: NTS
8-0
/7\ REVISED CONDITION-SIGN @ 8'-0" O.A. HEIGHT
Scale: 3/8"= 1'-0"
/T\ EXISTING POLE SIGN To be modified to maximum 8'-0" high as shown
Scale: 1/2"=1'-0"
r\ EXISTING CONDITION-SIGN (5) 11'-0" O.A. HEIGHT
112 W. Elm Court, Burbank, CA 91502
Phone: 818.566.1850
Fax: 818.566.1821
www.megahertzsign.com
SALESMAN:
Rob Clork
PROJECT MANAGER:
Raul Alvidrez
DRAWING BY:
R. I Furigay
CUSTOMER APPROVAL:
00.00.10
REV. No. DATE: BY:
/V Add sheet 4.a of 7 to
^—^ sign drawing
Reason of revision
12-23-10
00-00-10
RTF
RTF
Reason of revision 00-00-10 RTF
Reoson of revision 00-00-10 RTF
Reoson of revision 00-00-10 RTF
JOB TITLE:
HOEHN HONDA
JOB ADDRESS:
5454 Paseo Del Norte
Carlsbod, CA 92008-4426
SHEET TITLE:
NEW PYLON ELEVATION
® Scale: NTS
JOB NAME:
Hondo_Hoehn 11-23-2010
DATE:
11.23.10
SCALE:
As Noted
Page: 4.a Of: 07
ALL IDEAS, DESIGNS, ARRAIGEMENTS, DRAWINGS AND SPECIFICATIONS ARE OWNED BY, ANO ARE PROPERTY OF MEGAHERTZ ELECTRK. WC. AND WERE CREATED FOR THE SPECIFIED PROJECT AND ARE INSTRUMENTS OF SERVICE, NONE
OF THE SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLAWS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE
WRITTEN PERMISSION OF MEGAHERTZ ELECTRK. INC.
FABRKATOR ANO CONTRACTOR MUST VERIFY AND CHECKAU. JOB DIMENSIONS. DRAWINGS DETAILS AND SPECIFCATIONS ON SITE AND REPORT ANY ERRORS. OMISSIONS AND DISCREPANCIES TO THE DESIGNERS BEFORE PROCEEDING WITH WORK
THB COLOR* OePtCTTO HERC ARB A ORAPMK MPRBSeHTATlOR. ACTUAL COLORS MAY VARY.
253T9 Wayne Ivlills Pl ^ 272
Valencia, CA 91355
DATE 11/12-2010
TEL (661) 259-0700
FAX: (661) 259-0900
Sign Design Based on CBC 2007
Job*
Proi«cl
Jot) Locaton
INPUT DATA
JTS_46310
Hoenn Honaa Pyto<i
5454 Pa»eo D«l Norte
Csf s6»a CA
Exposure category (B. C or 0)
•
C
importaiKe tacJo* pg 73. (0 87. 1 0 or 1 15) 1 • 1.00 •..i'rj:-,
Banc wind »pood (3 sec gust wind) V 90 mpft
Topograptuc factor (Sec a 5 7 2. pg 28 4 45) <^ 1 Flat
Heigf^i 10 Top h 25 ft
Varlicai dmansion (fo^ wait s • h) s • 25 ft
Honzonlal dimension B • 8 ft
Dimension ol retum comer Ur • 25 ft
t.locnefil Arm A • 125 n
DESIGN SUMMARY
Max tMrtzontai wind preature P 23 psi
t.lax ic(W rxxizonui rorce at cenirod of Ma« F 4.600 • •r-
t.tax oerdirvj moment at centroid of base M 57.500
ANALYSIS
Ytl9<im Bouaa
« 0.002*6 K^KpK*V'l • 16.57
rttiere
q, • velocity pressure at mean roof f>etgW. ti (Eq 8^15. paga 27)
• velocity pressure exposure coefficient = 0.»4
evaluated al r>e.ghl h.<Tat> ft-3 Case 1. pg 7g|
K, • wind diiectJonaMy factor (Tab 8-4, for bui«ng page 80) 0.85
n • r>e*ghi ot top 25.00
Wind Force Case A" resulUnt force ttiouoti ttie oeometnc center (Sec 6 5 14 4 FKJ 6-201
p - <fc. G C, • -23
F-pA,
•
460
M - F (t> - 0.5s) (or sign, F (0.55fi) for wall • 57.50
Mnere G • gust effect factor (Sec 6 5 8. page 26) • 0.85
Ct • nel force coeffioeni (Fig. 8-20, page 731 1.61
A,>Ba
•
2000
Footing Design (Nonconstrained)
4K4XJ/:G' ST'L SO •uar TYP
S"L SO UJHC
psf
kips
SEE ATTACHED FOUNDATION ENGINEERING CALCULATIONS
Longtti-11--3- Width =8--0" Depth • 3*-0"
Pole Design sn Sq HSS
USE A500 Grade B
S 1250 HSS 8x8x3/16" S=14 6
Anchor Bolt Design St'l Headed Bons
TENSION Required USE ASTM F1554
Ten 14375 1-1/4" Dia.. 30" Long | T =27 680
Base Plate sn Plate
THICKNESS Required USE A36
Thick 0 92 PL 15"x15-x1" t=1 0-
XX
«3 BARS e 12* 3
CACM FACL/WAY 3* CLEARANCE
-C.JNSULI:;A'E J
CHNC r-c- ?5C0
L._LVA • :uK
•8'-C--
5'
AxAx.i/'.b'
SI'i SO TJBr
TYP
-»4--:--
1/4' DiA.
30' LG HFADED BG.TS
TYP
T^feK^^O XX
HSS 8x6x3/16'
ST-L Si 'JB-;
3 5' X :/2'
ST'L GuSSET
6" 'ALL CCNC PEDES"A_
gxANCHDR DETAI
112 W. Elm Court. Burbank. CA 91502
Phone: 818.566.1850
Fax: 818.566.1821
www.megahertzsign.com
SALESMAN:
Rob Clark
PROJECT tvlANAGER:
Raul Alvidrez
DRAWING BY:
R. T. Furigay
CUSTOIVIER APPROVAL:
00.00.10
REV. No. DATE: BY:
A
A
A
A
A
Reason ol reviJion 00-00-10 RTF
Reason ol reviiion
Reason ol revision
J-10 RTF
B-10 RTF
Reason ol revision 00-00-10 RTF
Reason ol revision 00-00-10 RTF
JOB TITLE:
HOEHN HONDA
JOB ADDRESS:
5454 Paseo Del Norte
Carlsbad. CA 92008-4426
SHEET TITLE:
NEW PYLON STRUCTURAL DETAILS
JOB NAME:
Honda_Hoehn 11-23-2010
DATE:
11.23.10
SCALE:
As Noted
Page: 05 Of: 07
ALL IDEAS. DESIGNS. ARRAIGEMENTS. DRAWINGS AND
SPECIFICATIONS ARE OWNED BY. AND ARE PROPERTY OF
MEOAHCRTZ ELECTRIC. IMC, AND WERE CREATED FOR THE
SPECIRED PROJECT AND A«E INSTRUMENTS OF SERVICE NONE OF THE SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL
BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MEGAHERTZ ELECTRIC, INC
FABRICATOR AND CONTRACTOR MUST VERIFY AND CHECK ALL JOB
DIMENSIONS, DRAWINGS, DETAILS AND SPECIFICATIONS ON STTE
ANO REPORT ANY ERRORS. OMISSIONS AND DISCREPANCIES TO
THE DESIGNERS BEFORE PROCEEDING WITH WORK
General Footing Analysis & Design Page 1
Description JTS_46310 Hoehn Honda Foundation Design Carlsbad, CA
General Information
Allowable Soil Beanng
Short Term Increase
Seismic Zone
Live & Short Term Combined
fc
Fy
Concrete Weight
Overburden Weight
1.500.0
1 330
4
psf
2.500.0 psi
40.000.0 psi
145.00 pcf
0.00 psf
Dimemions...
Width along X-X Axis
Lef>gth along Y-Y Axis
Footir>g Thickness
ColDtm Along X-X AXIS
Co< Dim Along Y-Y Axis
Base Pedestal Height
Min Steel %
Rebar Center To Edge Distance
J
11.250 fl
8 000 ft
36.00 in
0 00 in
0.00 in
0.000 in
0 0014
3.00 in
Loads
Applied Vertical Load...
Dead Load
Live Load
Short Term Load
Applied Moments...
Dead Load
Live Load
Short Temn
Applied Shears...
Dead Load
Live Load
Short Term
2 000 k
k
k
CrB«te8 RoWion about Y-Y Axis
(pressures @ left & t\gbV,
k-ft
57 500 k-ft
k-fl
Creates Rotalion about Y-Y Axis
(pressures @ left & right)
k
4.600 k
k
. ecc atong X-X Axis 0.000 in
ecc atong Y-Y Axis OOOO in
Creates Rotation about X-X Ax^
(pressures @ top & bot)
k-ft
k-fl
k-fl
Creates Rotation about X-X Axis
(pressures @ lop & bot)
k
k
Summary Footing Design OK
11.25ft X 8.00ft Footing. 36 Oin Thick, w/ Column Support 0.00 x O.OOin x O.Oin high
Max Soil Pressure
Alk>wab(e
"X" Ecc. of Resultant
•Y" Ecc, of Resultant
X-X Min Stability F^Uo
Y-Y Min. Stability Raiki
DL*LL
879 7
1.500 0
20.792 in
0.000 in
No Overtuming
3.246
DL^LL^ST
879.7 psf
1.995.0 psf
20.792 in
0 000 in
1 500 1
Actual MoviQfete
MaxMu
Re<?uired Steel Area
Shear Stresses
1- Way
2- Way
6.879 k-ft per fl
0.778 in2 per fl
Vu
3.669
0 588
Vn • Phi
85.000 psi
170.000 psi
Footing Design
Shear Forces ACI C-1 ACI C-2 ACI C-3 Vn • Phi
Two-way Shear 0 59 psi 0.59 psi 038 psi 170.00 pS4
Ooe-Way Shears.
Vu@ Left 3 67 psi 3.67 psi 236 psi 85.00 psi
Vu @ Right -2 99 psi -2 99 psi -1.92 psi 85.00 psi
Vu @ Top 023 psi 0 23 psi 0.15 psi 85.00 psi
Vu@ Botiom 0.23 psi 0 23 psi 0.15 psi 85.00 psi
Moments ACI C-1 ACI C-2 ACI C-3 Ru / Phi As Rea d
Mu @ Left -5.90 k-ft -5.90 k-ft -3.79 k-fl 6.0 psi -0.78 in2 per ft
Mu @ Right 6.88 k-ft 6 88 k-ft 442 k-fl 7.0 psi 0.78 in2 per ft
Mu @ Top 0.25 k-ft 0.25 k-ft 016 k-ft 0.3 psi 0.78 in2 per ft
Mu @ Bottom 0.25 k-fl 0 25 k-ft 0 16 k-ft 0.3 psi 0 78in2 per ft
112 W. Elm Court. Burbank, CA 91502
Phone: 818.566.1850
Fax: 818.566.1821
www.megahertzsign.com
SALESMAN:
Rob Clark
PROJECT MANAGER:
Raul Alvidrez
DRAWING BY:
R. I Furigay
CUSTOMER APPROVAL:
00.00.10
REV. No. DATE: BY:
A
A
A
A
A
Reason ol revision 00-00-10 RTF
Reason ol revision 00-00-10 RTF
Reason ol revision 00-00-10 RTF
Reason ol revision 00-00-10 RTF
Reason olreviiion 00-00-10 RTF
JOB TITLE:
HOEHN HONDA
JOB ADDRESS:
5454 Paseo Del Norte
Carlsbad, CA 92008-4428
SHEET TITLE:
CACULATION-1
JOB NAME:
Honda_Hoehn 11-23-2010
DATE:
11.23.10
SCALE:
As Noled
Page: 06 Of: 07
ALL IDEAS, DESIGNS, ARRAIGEMENTS, DRAWINGS AND SPECIFICATIONS ARE OWNED BY, AND ARE PROPERTY OF MEGAHERTZ ELECTRIC, INC. ANO WERE CREATED FOR THE SPECIFIED PROJECT ANO ARE INSTRUMENTS OF SERVICE NONE OF THE SUCH IDEAS, DESIGNS ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY Pl>RPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSK>N OF MEGAHERTZ ELECTRIC, INC
FABRICATOR ANO CONTRACTOR MUST VERIFY AND CHECK ALL JOB
DIMENSIONS, DRAWINGS, DETAILS AND SPECIFICATIONS ON SITE AND REPORT ANY ERRORS, OMISSIONS AND DISCREPANCIES TO THE DESIGNERS BEFORE PROCEEDING WITH WORK
THE COLORS DEPICTED HERE ARE A GRAPHIC REPRESENTATION ACTUAL COLORS MAY VARY
General Footing Analysis & Design Page 2
Description JTS_46310 Hoehn Honda Foundation Design Carlsbad, CA
Soil Pressure Summary
Service Load Soil Pressures Left Right Top Bottom
DL + LL 34.70 879.74 457.22 457.22 psf
DL • LL • ST 34.70 879.74 457.22 457,22 psf
Factored Load Soil Pressures
ACI Eq. C-1 48.59 1.231.64 640.11 640.11 psf
ACI Eq. C-2 46,59 1.231.64 640.11 64011 psf
ACI Eq. C-3 31.23 791.77 411.50 411.50 psf
ACI Factors (Pc^ ACI 318-02. applied internally lo entered loads)
ACI C-1 & C-2 DL
ACI C-1 8. C-2 LL
ACI C-1 4 C-2 ST
. seismic = ST '
1.400 ACI C-2 Group Factor
1.700 ACI C-3 Dead Load Factor
1.700 ACI C-3 Short Temi Factor
1 100 Used in ACI C-2 & C-3
0750
O900
1.300
Add"l "1.4" Factor for Seismk: 1,400
Add"l "0.9- Factor for Seismic 0.900
112 W. Elm Court, Burbank, CA 91502
Phone: 818.566.1850
Fax: 818.566.1821
www.megahertzsign.com
SALESMAN:
Rob Clark
PROJECT MANAGER:
Raul Alvidrez
DRAWING BY:
R. T Furigay
CUSTOMER APPROVAL:
00.00.10
REV. No. DATE: BY:
A
A
A
A
A
Reason ol revision
Reason ol revision
D-10 RTF
B-10 RTF
Reason ol revision 00-00-10 RTF
Reason ol revision
Reason ol revision
D-10 RTF
D-10 RTF
JOB TITLE:
HOEHN HONDA
JOB ADDRESS:
5454 Paseo Del Norte
Carlsbad, CA 92008-4426
SHEET TITLE:
CACULATION-2
JOB NAME:
Honda_Hoehn 11-23-2010
DATE:
11.23.10
SCALE:
As Noled
Page: 07 Of: 07
GENERAL NOTES;
ALL IDEAS. DESIGNS. ARRAIGEMENTS. DRAWINGS AND SPECIFICATIONS ARE OWNED BY. AND ARE PROPERTY OF MEGAHERTZ ELECTRIC, INC. AND WERE CREATED FOR THE SPECIFIED PROJECT AND ARE INSTRUMENTS OF SERVICE, NONE OF THE SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MEGAHERTZ ELECTRIC, INC,
FABRICATOR AND CONTRACTOR MUST VERIFY AND CHECK ALL JOB DIMENSIONS, DRAWINGS, DETAILS AND SPECIFICATIONS ON SITE AND REPORT ANY ERRORS, OMISSIONS AND DISCREPANGES TO THE DESIGNERS BEFORE PROCEEDING WITH WORK,
THE COLORS DEPICTED HERE ARE A GRAPHIC REPRESENTATION,
ACTUAL COLORS MAY VARY,