PMT16-01735 City of Meniffee Permit No.: I MTi 6-01 S 3g
29714 HAUN RD. Type: Sign-Permanent
<A—CCEL/-> MENIFEE,CA 92586
MENIFEE Date Issued: 07/20/2016
PERMIT
Site Address: 30007 HAUN RD, MENIFEE,CA 92584 Parcel Plumber: 360-080-062
Construction Cost: $42,796.00
Existing Use: Proposed Use:
Description of INSTALL 3)WALL ILLUMINATED SIGNS,2) DIRECTIONAL SIGNS, 1)CLEARANCE POLE, 1)
Work: SPEAKER POST, 1)MENU BOARD,3 INTERIOR NEON WINDOW SIGNS
Owner Contractor
HAUN/NEWPORT SUPERIOR ELECTRICAL ADVERTISING INC
1000 N WESTERN AVE#200 1700 W ANAHEIM
SAN PEDRO, CA 90732 LONG BEACH, CA 90813
Applicant Phone:5624953808
JOHN STERK License Number:271598
SUPERIOR ELECTRICAL ADVERTISING INC
1700 W ANAHEIM
LONG BEACH, CA 90813
Fee Description LQgt Amount($
i".ri R'r tripyi
Building Permit Issuance 1 27.00
Building --
GREEN FEE 1 2.00
r_3i -,_... ,Iainlenance Fee-Building ..
$502.87
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise staled,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA_Bldg_Permit_Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractors)pursuant to the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and o I am exempt from licensure under the Contractors State License Law for
Professions Code and my license is in full force and effect. the following reason:
License Class cry{ License No. By my signature below l acknowledge that,except for my personal residence
Expires 7- 2 Signature in which I must have resided for at least one year priorto completion of
improvements covered by this permit.I cannot legally sell a structure that I
WORKER'S COMPENSATION DECLARAJICIN have built as an owner-builder if it has not been constructed in its entirety by
D I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for worker's 7044 of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website:
by Section 3700 of the Labor Code,for the performance of work for which w,ww.leainfo.ca.eov/calaw.html.
this permit is issued.
Policy N Date
rrml have and will maintain worker's compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT
section 3700 of the Labor Code,for the performance of the work for which D By mysignature below I certifyto each of the following:I am the property
this permit is issued.My worker's compensation insurance carrier and policy owner or authorized to act on the property owner's behalf.I have read this
number are: application and the Information I have provided Is correct.I agree to comply
with all applicable city and county ordinances and state laws relating to
Carrier Tv.wk� On-o m.m(..0s r.,.t-,t it, .0 ,({s.,.,...��L�� building construction.I authorize representatives of this city or county to
Policy#b'R2��z�„iA Expires 41 enter the above identified property for inspection purposes.
(This section need not to be completed is the permit is for one-hundred Date
dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT
D I certify that in the performance of the work for which this permit is issued,I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE p O 3 -i' 4 j ( 4
worker's compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subject to the worker's compensation provisions of Section 3700 of the Labor
Code,I shall forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material ora
Applicant _ Date mixture containing a hazardous material equal to or greaterthatthe
amounts specified on the Hazardous Materials Information Guide?
WARNING:F ILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes Pr No
UNLAWFUL,AND SHALL SUBIECTAN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguldelines
CONSTRUCTION LENDING AGENCY DYes ¢No
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit is Issued outer boundary of a school?
(Section 3097 Civil Code) D Yes pNo
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
permitting checklist.I understand my requirements under the State of
I hereby affirm under penalty of perjury that I am exempt from the California Health&Safety Code,Section 25505 and 25534 concerning
Contractor's License Law for the reason(s)indicated below by the hazardous material reporting.
checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 gYes D No
Business and Professions Code).Any city or county that requires a permit to Date -7-4 �-
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY 0 NER OR AUTHORIZED AGENT
issuance,also requires the applicant for the permit to file a signed statement
that he or she is licensed pursuant to the provisions of the Contractor's State EPA REND ATION,REPAIR AND PAINTING IRRPI
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)or that he or she is exempt from licensrre receiving compensation for most work that disturbs paint in a pre-3978
and the basis for the alleged exemption.Any violation of Section 7033.5 by residence or childcare facility to be RRP-certified firms and comply with
an Applicant for a perm it subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property
than($500). managers who do the paint-disturbing work themselves or through their
D I,as owner of the property,or my employee with wages as their sale employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.¢ov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Code,The Contractor's State License Law does not apply to an owner of a a An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No.:
completion,the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required forthis project because:
o I,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractor's State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
y.,
BUILDIN & SAFETY PERMIT/PLAN CHECK APPLICATION
Menifee
DATE 46 PERMIT/PLAN CHECK NUMBER M'ka O 11155
TYPE: ❑COMMERCIAL [:]RESIDENTIAL MULTI-FAMILY ❑MOBILE HOME ❑POOL/SPA ®SIGN
SUBTYPE: ❑ADDITION ❑ALTERATION ❑DEMOLITION ❑ELECTRICAL ❑MECHANICAL
[]NEW ❑PLUMBING ❑RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK / I /� I 9
PROJECTADDRESS ppp C -
ASSESSOR'S PARCEL NUMBER LOT TRACT
PROPERTY OWNER'S NAME R/�' eY
ADDRESS Q p p o .5 v` 2ao 4L t 73Z
PHONE _ 31-3- 54 33 2-6 EMAIL j _" 4 v
APPLICANT NAME
ADDRESS
PHONE S(o2-7SS-(ot�o( EMAIL -6t j w ° -5
CONTRACTOR'S NAME - �,. EIe ,�. OWNERBUILDER? ❑YESONO
BUSINESS NAME
ADDRESS p ta, Lcvc rJ (3
PHONE go671 7'p9' EMAIL
CONTRACTOR'S STATE LIC NUMBER Z-4/,SgA LICENSE CLASSIFICATION <
VALUATION$ K �.c r . SO FT L SO FT
APPLICANT'S SIGNATURE__ DATE !c
DEPARTMENTDISTRIBUTION CI OMENIB�S ES$,LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN �� SMIP {o(
INVOICE _�-1
AMOUNT w PAID AMOUNT OCASH 0CHECK# OCREDITCARD VISA/MC
PLAN CHECK FEES PAID AMOUNT OCASH UCHECK# OCREDITCARD VISA/MC
OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES O NO
City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586 951-672-6777
www.cityofinenifee.us Inspection Request Line 951-246-6213
NIF
Conditions of Approval
NAME: Krispy Kreme
PLAN CHECK No: PMT16-01735
ADDRESS: 30007 Haun Rd
DESCRIPTION: Exterior Signage
DATE: 6/9/16
1. 600.6 Disconnects.Each sign and outline lighting system. feeder, circuit or branch circuit supplying a sign-
outlinelighting system, or skeleton tubing shall be controlled by an externally operable switch or circuit breaker
that opens all ungrounded conductors and controls no other load. The switch or circuit breaker hall open all
ungrounded conductors simultaneously on multi-wire branch circuit in accordance with 210.4(B), Signs and
outline lighting systems located within fountains shall have the disconnect located in accordance with 680.12.
Craig Carlson
Building and Safety Manager
City of Menifee
cca rlsonCcDcityofinenifee.us
951-672-6777 ext. 119
ffi Copy
For"c1q1USe0q1Y.,Project Number.ice 'Cop Date Received: /
r
E N I F� Received By:
Case Planner.
CITY OF MENIFEE
Community Development Department
APPLICATION FOR MINOR PLOT PLAN
MCOMPLETEAPPUCA77ONS WILL N0T 8EACCEP7E0
CASE NUMBER: DATE SUBMITTED:
APPLICATION INFORMATION
Applicant's Name: 5+.t -(_ E-Mall: S �e-rl< 3 o�rT .sra�rl. fogr�
Mailing Address: t JL a o na fr e-,,
Street
497 1, Reams (-4 90 T13
GZY State ZIP
Daytime Phone No: 6z 753- f m I Fax No: S 2 Y95 _I X�7-
Engineer/Representative's Name: E-Mail:
Mailing Address:
Sheet
Gty State ZIP
Daytime Phone No: ( ) Fax No:
Property Owner's Name: E-Mail: I A r;"'lle X,t ,
Mailing Address l A o i, y. Lt .,_,i:,_,_,. �u J:. "d J Ar
Street
City State ZIP
Daytime Phone No: ( 3<o) 5 4°;-- �S Z c Fax No: (_)
20 4
If the property is owned by more than one person, attach a separate page that reference the application
case number and lists the names, mailing addresses, and phone numbers of all persons having an
interest in the real property or properties involved in this application.
29714 Naun Road
Menifee,California 92586
(951)672-6777 • Fax (951)679-3843
STATE OF CALIFORNIA of Menifee
SIGN LIGHTING City
CEC-NRCC.LTS-o -E Revised 01/16 Building & Safety Dept. ,q
CERTIFICATE OF COMPLIANCE el CALIFORNIAENERGYCOMMISSION
Sign Lighting L NRCC-Lf5-01-E
Prcl°""°re°° (Page 1 of 51
� ea[e Prepared:
A.General Information
Project Address:
z �-2 New o R
Location of Sign ' C
Phase of Sign Construction 23 Outdoor Signs ❑Indoor Signs
�New Signs ❑Sign Alterations
T e of Lighting Control ❑New Lighting Controls ElReplaced Lighting Controls
This Certificate of Compliance Includes the following components(check all that a I Not Installing Lighting Controls
❑Mandatory Measures(Lighting Controls) ❑Maximum Allowed Lighting Powery},g g PSpecific Lighting Sources
I.Mandatory Sign Lighting Controls
NOTES:
1. The same responsible person may install both the sign lighting power and the sign lighting controls, or a different responsible
Person may install the sign lighting controls than the responsible person installing the sign lighting power.
2. The Mandatory Measures (sign lighting controls) ore required for compliance with the sign lighting Standards. If the person
responsible for installing the sign lighting power is not also responsible for the sign lighting controls, then the owner of the sign,
general contractor, or architect shall be responsible to have the sign lighting controls installed.
3. If more than one person has responsibility for compliance, each responsible person shall prepare and sign a Certificate of
Compliance and an installation Certificate applicable to the portion of construction for which they are responsible;alternatively,
the person with chief responsibility for construction shall prepare and sign the Certificate of Compliance Declaration Statement
for the entire construction.
la.Statements of Responsibility
Any person signing the Certificate Of Compliance Declaration Statement on this NRCC-LTS-01-E shall complete Part la.Check Yes or
No for all of the following statements:
rhereareeWstingsir
e responsibility for installing the sign lighting controls:
s, complete pants 1a and 1b of this formNo,cam lete part 1a of this form
e are no exising sign lighting controls and I will be installing compliant sign lighting controls:
se are no existing sign lighting controls and someone else will be responsible to install compliantsign lighting controls;
s ❑No
are existingsign lighting controlsthatdo notcomplywith the applicable provision of§110.9 and§130.3 and Iwill be
lling compliant sign lighting controls:
sNo
are existingsign lighting controls that do not comply with the applicable provision of§110.9and§130.3and someone
ill be responsible to install compliant sign lighting controls;
s ¢PNo
Now
O
Office Copy
CA Building Energy Efficiency Standards-2016 Nonresidential Compliance
January 2016
STATE OF CALIFORNIA
SIGN LIGHTING
CEC-NRCC-LTS I-E Revised 01116 ��?;r
CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGY COMMISSION
Sign Lighting NRCC-LTS-01-E
vroien Name: (Page 2 Of 5)
0aoe vrewea:
a
lb.Mandatory Sign Lighting Controls
If the person signing the Certificate of Compliance Declaration Statement on this NRCC-LTS-01-E is responsible for complying with
the sign lighting control requirements,that person shall answer all of the following questions:
If there are construction documents,indicate where on the building plans the
mandatory measures(sign lighting control)note block can be located:
1 §330,3(a)1.All indoor sign lighting is controlled with an automatic time-switch control or astronomical time- Y N NA
switch control.
§130.3(a)2A. All outdoor sign lighting is controlled with a photocontrol in addition to an automatic time- ❑
switch control,or an astronomical time-switch control. Y N NA
2 EXCEPTION to Section 130.3(a)2A:Outdoor signs In tunnels,and signs in large permanently covered outdoor ❑ ❑
areas that are intended to be continuously lit,24 hours per day and 365 days per year. Y NA
§130.3(a)2B. All outdoor sign lighting that is ON both day and night is controlled with a dimmer that provides ❑
the ability to automatically reduce sign lighting power by a minimum of 65%during nighttime hours.Signs that y N NA
3 are illuminated at night and for more than 1 hour during daylight hours shall be considered ON both day and ❑ fa ❑night.
EXCEPTION to Section 130,3(a)2B:Outdoor signs in tunnels and large covered areas that are Intended to be illuminated both day and night. Y NA
§130.3(a)3. Demand Responsive Electronic Message Center Control.An Electronic Message Center(EMC) ❑
having a new connected lighting power load greater than 15 kW has a control installed that is capable of Y N N/A
4 reducing the lighting power by a minimum of 30%when receiving a demand res onse signal. ❑ ❑ ia
EXCEPTION to Section 130.3(a)3: Lighting for EMCs that is not permitted by a health or life safety statute, y ordinance,or regulation to be reduced by 30%. NA
Field Inspector Notes: ❑
CA Building Energy Efficiency Standards-2016 Nonresidential Compliance
January 2016
STATE OF CALIFORNIA
SIGN LIGHTING
CEC-NRCC-LTS-01-E Revised 0111613
• CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGYCOMMISSION
Sign Lighting NRCC-LTS-OS-E
Project"am (Page 4 of 5)
f H
3.Specific Lighting Source Method of Compliance
Certificate of Compliance and Field Inspection Energy Checklist
Complete this part if there are signs using the Specific Lighting Source method of compliance4below
ete part 2 of this Certificate of
Compliance if there are signs using the maximum allowed lighting power method of complia
A B C
E.
Symbol OPTIONAL Specific lighused for
y ENERGYVERIFIEDField;Ins Inspector
or Description label comCheck that Sign
Code Shall inclughting
(see instructions technologibelow Compliesist allly) ❑❑.°❑
A Symbol or code used on the plans(when plans are re uired)and other°documents. °
B A narrative description of the sign,or location of sign on the building;and the location of sign on construction documents
OPTIONAL-Check this box only if this sign has a permanent,pre-printed,factory-installed ENERGY VERIFIED label,confirming that this sign
complies with the Section 140.8 of the California 2016 Title 24,Part 6 Standards,using the Specific Lighting source Method of Compliance. The
only labels that will be recognized for this purpose are ENERGY VERIFIED Certification Marks authorized by Underwriters Laboratories(UL)or
C other Product Certification Body accredited to ISO/IEC Guide 65 by the American National Standards Institute in accordance with ISO/IEC
17011.Surveillance by the Accredited Certification Body shall be an ongoing annual inspection program carried out by a Type A Inspection body
in accordance with ISO/IEC 17020.For signs with such an ENERGY VERIFIED label,column'D'is not required to be filled out.Note: Using an
ENERGY VERIFIED label Is an optional method to validate compliance.An ENERGY VERIFIED label is not needed for compliance.
Specific Light Source Compllance Method. The sign(s)identified above use only the following lighting technologies:
List all applicable numbers(1 throw h 9)that ap ly in column D above for each row.
1 High pressure sodium lamps
Metal halide lamps that are pulse start or ceramic served by a ballast that has a minimum efficiency of 88%orgreater,
2 Ballast efficiency is the measured output wattage to the lamp divided by the measured operating input wattage when tested
according to ANSI C82.6-2005.
Metal halide lamps that are pulse start that are 320 watts or smaller,are not 250 watt or 175 watt lamps,and are served by
3 a ballast that has a minimum efficiency of 80%.
Ballast efficiency is the measured output wattage to the lamp divided by the measured operating input wattage when tested
according to ANSI C82.6-2005.
D Neon or cold cathode lamps with transformer or power supply efficiency greater than or equal to a minimum the
efficief
4 transformer or power supply rated output current is less than 50 mA.The ratio of the output wattage to the Input wa ncy o ttage is at 10 75%when en
tubing load.
Neon or cold cathode lamps with transformer or power supply efficiency greater than or equal to a minimum efficiency of 68%when the
5 transformer or power supply rated output current is 50 mA or greater.The ratio of the output wattage to the Input wattage is at 100%
tubin load.
6 Fluorescent lighting systems meeting one of the following requirements:A.)Use only lamps with a minimum color rendering index(CRI)of
80;Or B.)Use only electronic ballasts with a fundamental output frequency not less than 20 kHz.
7 Light emitting diodes(LEDs)with a power supply having an efficiency of 80%or greater.
Single voltage external power supplies that are designed to convert 120 volt AC Input into lower voltage DC or AC output,and have a
8 nameplate Output powerless than or equal to 250 watts,shall comply with the applicable requirements of the Appliance Efficiency
Regulations(Title 20).
9 Compact fluorescent lamps that do not contain a medium screw base sockets(E24/E26).
E This page doubles as a field inspection checklist.
Field Inspector Notes:
CA Building Energy Efficiency Standards-2016 Nonresidential Compliance
January 2016
STATE OF CALIFORNIA
SIGN LIGHTING
CEC-NRCC-LTS 01-E Revised 01/16 CALIFORNIA ENERGY COMMISSION
CERTIFICATE OF COMPLIANCE
NRCC-LTS-01-E
Sign Lighting (Page 5 of 5)
Pralect Name:
!�✓' ( Date Preparetl:
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation Is accurate and complete.
Documentation Author Name: Documentation Author Si ature:
Compan�i: ` Sgnature Date:
ce
Addre s:
CEA Certifkation ltlen anon lifapplicahlej:
>n S
CM1y/S[ate/Zip: Phone:
3z G o a S6_z- S _
RESPON ISLE PERSON'S DECLARATION STATEMENT
I certify the fallowing under penalty of perjury,under the laws of the State of California:
I. The information provided on this Certificate of Compliance Is true and correct.
2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design
identified on this Certificate of Compliance(responsible designer).
3. The energy features and performance specifications,materials,components,and manufactured devices for the building design or system
design identified on this Certificate of Compliance conform to the requirements of Title 24,Part Land Part 6 of the California Code of
Regulations.
4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information
provided on other applicable compliance documents,worksheets,calculations,plans and specifications submitted to the enforcement
agency for approval with this building permit application.
5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s)issued for the
building,and made available to the enforcement agency for all applicable inspections.I understand that a completed signed copy of this
Certificate of Compliance is required to be included with the documentation the builder provides to the ilding owner at Occupancy.
Responsible Designer Name: Responsible Desgner Signature:
Company:.51 / Date Signed:
e r �a Address:
F license:
Oty/State/iip: w Z��
Pho(re:
CA Building Energy Eff-ciency Standards-2016 Nonresidentia Compliance January 2016
Y. J INC . SIGN ENGINEER
April 18,2016
Structural Calculations
Prepared For:
Superior Electrical Advertising, Inc.
1700 West Anaheim Street
Long Beach, CA 90813
Project:
1029_8816
Krispy Kreme-Menuboard
SWC of Hann&Newport Rd.
Menifee, CA
Prepared By:
YJ Inc.
25379 Wayne Mills Place #272
Valencia, CA 91355
??,0 ESS/ 9l
�ti�\gyp
U 2319IVIL
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OHO
sTglF F CAL1F0 Q�N%
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Total 5 - pages including covet
YJ INC Project Title: Krispy Kreme
25379 Wayne Mills Place#272 Engineer: RG Protect ID: 1029_8816
Valencia,CA 91355 Project Descr: Menuboard
661-259LO700
wwv y.yjinc.com
FYM:18 APR 2016,11:19AM
General FootingRIz:1YJ416E-111029hEnercatc11029_8.2,EC6
ENERCAI-C,INC.1963-2016,Build:6.16.4.IZ Ver.6.16.4.12
KW-06009182 Licensee:YJ INC.
Description: Meuboard Conc.Footing
Code References
Calculations per ACI 318-11, IBC 2012, CBC 2013,ASCE 7-10
Load Combinations Used :ASCE 7-10
General Information
Material Properties Soil Design Values
fc:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf
fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = Yes
Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 100.0 pd
Concrete Density = 145.0 pd Soil/Concrete Friction Coati. = 0.250
cp Values Flexure = 0.90
Shear = 0.750 Increases based on footing Depth
Analysis Settings Footing base depth below soil surface = 3.0 ft
Min Steel%Bending Reinf. = Allow press.increase per foot of depth = ksf
Min Allow%Temp Reinf. = 0.00180 when footing base is below = It
Min.Overturning Safety Factor = 1.50 :1
Min.Sliding Safety Factor = 1.50 :1 Increases based on footing plan dimension
Add Fig Wt for Soil Pressure Yes Allowable pressure increase per fool of depth
Use ftg wt for stability,moments&shears Yes = ksf
Add Pedestal Wt for Soil Pressure No when max.length or width is greater than
ftUse Pedestal wl for stability,mom&shear No
Dimensions
Width parallel to X-X Axis = 4.0 ft
Length parallel to Z-Z Axis = 3.50 ft z
Footing Thickness = 36.0 in
Pedestal dimensions...
px:parallel to X-X Axis = in
pz:parallel to Z-Z Axis = in
Height = in a
Rebar Centerline to Edge of Concrete...
at Bottom of tooting = 3.0 in o
Reinforcing 4' °
Bars parallel to X-X Axis
Number of Bars = 9.0
Reinforcing Bar Size = # 5 ppll-
Bars parallel to Z-Z AxisUl RIM
Number otBars = 110 II=1II h
Reinforcing Bar Size = # 5 riul I IIII01 ifilll—
pi CI
Bandwidth Distribution Check (ACI 15.4.4.2) UIIII
Direction Requiring Closer Separation 1g Z-Z Axis — = II- IIIII
#Bars required within zone 93.3% iil Iilr s
#Bars required on each side of zone 6.7%
Applied Loads
D Lr L S W E H
P:Column Load = 0.370 k
OB:Overburden = ksf
M-xx = 3.580 k-ft
M-zz = k-ft
V-z = 1.075 k
YJ INC Project Title: Krispy Kreme
25379 Wayne Mills Place#272 Engineer: RG Protect ID: 10293816
Valencia,CA 91355 Project Descc Menuboard
661-259-0700
www.yjinc.com
Nlnled:18 APR 2016,fl:19M1
General FootingFile=z:1YJ416E-1110291Enemalc11029-8-2.EC6
ENERCAl-C,INC.1963.2016,euild:6.16.4.12,Ver.6.16A.12
KW-06009182 Licensee:YJ INC.
Description: Meuboard Conic.Footing
DESIGN SUMMARY •
Min..Ratio Item Applied Capacity Governing Load Combination
PASS 0.4934 Soil Bearing 0.9547 ksf 1.935 ksf +D40.60W+H about X-X axis
PASS 1.661 Overturning-X-X 4.083 k-ft 6.783 k-ft 40.60D+0.60W+0.601-1
PASS nla Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning
PASS We Sliding-X-X 0.0 k 0.0 k No Sliding
PASS 4.293 Sliding-Z-Z 0.6450 k 2.769 k +0.60D+0.60W+0.60H
PASS Na Uplift 0.0 k 0.0 k No Uplift
PASS 0.000643 Z Flexure(+X) 0,0740 k-ft 115.012 k-fl +1.40D+1.60H
PASS 0.000643 Z Flexure(-X) 0.0740 k-ft 115.012 k-ft +1.40D+1.60H
PASS 0.008972 X Flexure(+Z) 1.101 k-ft 122.749 k-ft +0.90D+W40.90H
PASS 0.006011 X Flexure(-Z) 0.7378 k-ft 122.749 k-ft +1.20D+0.50Lr+0.50L+W+1.60H
PASS n/a 1-way Shear(+X) 0.0 psi 75.0 psi n/a
PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi n/a
PASS n/a 1-way Shear(+Z) 0.0 psi 75.0 psi n/a
PASS n/a 1-way Shear(-Z) 0.0 psi 75.0 psi n/a
PASS n/a 2-way Punching 0.1851 psi 75.0 psi +0.90D+W+0.90H
Detailed Results
Soil Bearing
Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual I Allow
Load Combination... Gross Allowable (in) Bottom -Z Top +Z Left -X Right +X Ratio
X-X,+D+H 1.935 n/a 0.0 0.4614 0.4614 n/a nla 0.239
X-X.+D+L+H 1.935 n/a 0.0 0.4614 0.4614 n/a rile 0.239
X-X,+D+Lr+H 1.935 n/a 0.0 0.4614 0.4614 n/a n/a 0.239
X-X.+D+S+H 1.935 n/a 0.0 0.4614 0.4614 n/a n/a 0.239
X-X,+D+0.750Lr+0.750L+H 1.935 Na 0.0 0.4614 0,4614 n/a n/a 0.239
X-X.+D+0.750L+0.750S+H 1.935 Na 0.0 0.4614 0.4614 n/a n/a 0.239
X-X.+D+0.60W+H 1.935 n/a 7.585 0.0 0.9547 n/a We 0.493
X-X.+D+0.70E+H 1.935 n/a 0.0 0.4614 0.4614 nla Na 0.239
X-X.+D+0.750Lr+0.750L+0.450W+H 1.935 n/a 5.688 0.09271 0.8301 n/a n/a 0.429
X-X.+D+0.750L40.750S+0.450W+H 1.935 n/a 5.688 0.09271 0.8301 n/a n/a 0.429
X-X.+D40.750L+0.750S+0.5250E+H 1.935 n/a 0.0 0.4614 0.4614 n/a n/a 0.239
X-X,460D46OW+030H 1.935 n/a 12.641 0.0 0.9144 n/a n/a 0.473
X-X.+0.60D+0,70E+0.60H 1.935 n/a 0.0 0.2769 0.2769 n/a nla 0.143
Z-Z,+D+H 1.935 0.0 n/a We nla 0.4614 0.4614 0.239
Z-Z,+D+L+H 1.935 0.0 nla Na n/a 0.4614 0.4614 0.239
Z-Z,+D+Lr+H 1.935 0.0 nla Na n/a 0.4614 0.4614 0.239
Z-Z,+D+S+H 1.935 0.0 n/a nla n/a 0.4614 0.4614 0.239
Z-Z.+D+0.750Lr+0.750L+H 1.935 0.0 We n/a n/a 0,4614 0.4614 0.239
Z-Z.+D+0.750L+0.750S+H 1.935 0.0 n/a n/a n/a 0.4614 0.4614 0,239
Z-Z,+D+0.60W+H 1.935 0.0 n/a n/a nla OA614 0.4614 0.239
Z-Z.+D+0.70E+H 1.935 0.0 n/a n/a n/a 0.4614 0.4614 0.239
Z-Z.+D+0.750Lr+0,750L+0.450W+H 1.935 0.0 n/a n/a n/a 0.4614 0.4614 0.239
Z-Z.4D+0.750L+0.750S+0.450W+H 1.935 0.0 n/a n/a n/a 0.4614 0.4614 0.239
Z-Z,+D+0.750L+0.750S+0.5250E+H 1.935 0.0 n/a nla n/a 0.4614 0.4614 0,239
Z-Z.+0.60D+0.60W+0.60H 1.935 0.0 nla Na n/a 0.2769 0.2769 0.143
Z-Z.+0.60D+0.70E+0.60H 1.935 0.0 n/a Na n/a 0.2769 0.2769 0,143
Overturning Stability
Rotation Axis&
Load Combination... Overturning Moment Resisting Moment Stability Ratio Status
X-X,+D+H None 0.0k-ft Infinity OK
X-X.+D+L+H None 0.0k-ft Infinity OK
X-X,+D+Lr+H None 0.0k-ft Infinity OK
X-X.+D+S+H None 0.0 k-ft Infinity OK
X-X,+D+0.750Lr+0.750L+H None 0.0k-ft Infinity OK
X-X.+D+0.750L+0.750S+H None 0.0k-ft Infinity OK
X-X,+D+0.60W+H 4.083 k-ft 11.305 k-ft 2.769 OK
X-X.+D+0.70E+H None 0.0k-ft Infinity OK
X-X,+D+0.750Lr40.750L+0.450W+H 3.062 k-ft 11.305 k-ft 3.692 OK
X-X.+D+0.750L+0.750S+0.450W+H 3.062 k-ft 11,305 k-ft 3.692 OK
YJ INC Project Title: Krispy Kreme
25379 Wayne Mills Place#272 Engineer RG Protect ID: 1029_8816
Valencia,CA 91355 Project Descr: Menuboard
661-259-0700
wwW.yjinc.com
Pnnled:18 APR 2016,11 19AM
General Footin File=zAYJ416E-111029iEne calc11029-6-2.ECG
g ENERCALG INC.19WO16,Budd:s1Z48.12,V"..6.16:4.12
UcTW',�IKW.06009182 Licensee:YJ INC.
Description: Meuboard Conc.Footing
Overturning Stability
Rotation Axis&
Load Combination... Overturning Moment Resisting Moment Stability Ratio Status
X-X.+D+0.750L+0.750S+0.5250E+H None 0.0k-ft Infinity OK
X-X,+0.60D40.60W+0.60H 4.OB3 k-ft 6.783 k-ft 1.661 OK
X-X.+0.60D+0.70E+0.60H None 0.0k-ft Infinity OK
Z-Z.+D+H None 0.0k-ft Infinity OK
Z-Z.+D+L+H None 0.0k-ft Infinity OK
Z-Z.+D+Lr+H None 0.0k-ft Infinity OK
Z-Z.+D+S+H None 0.0k-ft Infinity OK
Z-Z.+D+0.750Lr+0.750L+H None 0.0k-ft Infinity OK
Z-Z.+D+0.750L+0.750S+H None 0.0k-ft Infinity OK
Z-Z.+D+0.60W+H None 0.0k-ft Infinity OK
Z-Z.+D+0.70E+H None 0.0k-ft Infinity OK
Z-Z.+D+0.75OLr+0.75OL-r0.450W+H None 0.0k-ft Infinity OK
Z-Z,+D+0.750L+0.750S+0.450W+H None 0.0k-ft Infinity OK
Z-Z,+D+0.750L+0.750S+0.5250E+H None 0.0k-ft Infinity OK
Z-Z,+0.60D+0.60W+0.60H None 0.0k-ft Infinity OK
Z-Z,+0.60D+0.70E+0.60H None 0.0k-ft Infinity OK
Sliding.Stability All units k
Force Application Axis
Load Combination... Sliding Force Resisting Force Stability Ratio Status
X-X.+D+H 0.0 k 3.190 k No Sliding OK
X-X.+D+L+H 0.0 k 3.190 k No Sliding OK
X-X,+D+Lr+H 0.0 k 3.190 k No Sliding OK
X-X,+D+S+H 0.0 k 3.190 k No Sliding OK
X-X,+D+0.75OLr+0.750L+H 0.0 k 3.190 k No Sliding OK
X-X,+D+0.750L+0.750S+H 0.0 k 3.190 k No Sliding OK
X-X.+D+0.60W+H 0.0 k 3.190 k No Sliding OK
X-X.+D+0.70E+H 0.0 k 3.190 k No Sliding OK
X-X,+D40.750Lr+0.76OL40,450W+H 0.0 k 3.190 k No Sliding OK
X-X.+D+0.750L+0.750S+0.450W+H 0.0 k 3.190 k No Sliding OK
X-X,+D+0.750L+0.750S+0.5250E+H 0.0 k 3.190 k No Sliding OK
X-X,+0.60D+0.60W+0.60H 0.0 k 2.544 k No Sliding OK
X-X.+0.60D+0.70E+0.60H 0.0 k 2.544 k No Sliding OK
Z-Z,+D+H 0.0 k 3.415 k No Slidina OK
Z-Z,+D+L+H 0.0 k 3.415 k No Slidina OK
Z-Z,+D+Lr+H 0.0 k 3.415 k No Slidina OK
Z-Z,+D+S+H 0.0 k 3.415 k No Slidina OK
Z-Z,+D+0.750Lr+0.750L+H 0.0 k 3.415 k No Slidina OK
Z-Z.+D+0.75OL+0.750S+H 0.0 k 3.415 k No Slidina OK
Z-Z,+D+0.750L+0.750S+0.450W+H OA838 k 3.415 k 7,059 OK
Z-Z,+D+0.750L+0.750S+0.5250E+H 0.0 k 3,415 k No Slidina OK
Z-Z.+0.60D+0.60W+0.60H 0.6450 k 2.769 k 4.293 OK
Z-Z.+0,600+0.7OE460H 0.0 k 2.769 k No Slidina OK
Z-Z.+D+0.60W+H 0.6450 k 3.415 k 5.295 OK
Z-Z.+D+0.70E+H 0.0 k 3.415 k No Sliding OK
Z-Z.+D+0.75OLr+0.750L+0.450W+H 0.4838 k 3.415 k 7.059 OK
Footing Flexure
Flexure Axis 8 Load Combination Mu Side Tension As Req'd Gym.As Actual As PhrMn Status
k-ft Surface inA2 inA2 inA2 k-ft
X-X.+1.40D+1.60H 0.05666 +Z Bottom 0.7776 Min Tema% 0.8525 122.749 OK
X-X,+1.400+1.60H 0.05656 -Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
X-X.+1.20D+0.50Lr+1.60L+1.60H 0.04856 +Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
X-X.+1.20D+0.50Lr+1.60L+1.60H 0.04856 -Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
U.+1.20D+1.60L+0.50S+1.60H 0.04856 +Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
X-X.+1.20D+1.60L+0.50S+1.60H 0.04856 -Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
X-X.+1.20D+1.6OLr+0.50L+1.60H 0.04856 +Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
X-X,+1.20D+1.60Lr+0.50L+1.60H 0.04856 -Z Bottom 0.7776 Min Two% 0.8525 122.749 OK
X-X.+1.20D+1.60Lr+0.50W+1.60H 0.4738 +Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
X-X.+1.20D+1.6OLr+0.50W+1.60H 0.3766 -Z Too 0,7776 Min Temo% 0.8525 122.749 OK
X-X,+1.20D+O.50L+1.60S+1.60H 0.04856 +Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
X-X,+1.20D+0.50L+1.60S+1.60H 0.04856 -Z Bottom 0.7776 Min Two% 0.8525 122.749 OK
YJ INC Project Title: Krispy Krems
25379 Wayne Mills Place#272 Engineer: RG Project ID: 1029_8816
Valencia,CA 91355 Project Descr: Menuboard
661-259-0700
www.yjinc.com
Pd*d:10 APR 2016.11:19AM
General Footin File=z:lYJ416E-1\70291Enercalc110'-' ,EC6
g ENERCALC,INC,1983-2016,Build:6.16.4.12,W6.12 6.4.12
r.r0
Description: Meuboard Cone.Footing
Footing Flexure
Flexure Axis&Load Combination Mu Side Tension As Req'd Gvm.As Actual As Ph?Mn Status.
k-a Surface inA2 inA2 102 k-ft
X-X.+1.201)+1.605+0.50W+1.60H 0.4738 +Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
X-X.+1.20D+1.605+0.50W+1.60H 0.3766 -Z Top 0.7776 Min Temp% 0.8525 122.749 OK
X-X,+1.20D+0.50Lr+0.50L+W+1.60H 0.9630 +Z Bottom 0,7776 Min Temp% 0.8525 122,749 OK
X-X,+1,20D+0.50Lr+0.50L+W+1.60H 0.7378 -Z Too 0.7776 Min Temp% 0.8525 122.749 OK
X-X.+1.20D+0.50L+0.50S+W+1.60H 0.9630 +Z Bottom 0.7776 Min Temo% 0,8525 122.749 OK
X-X,+1,20D+0.50L+0.50S+W+1.60H 0.7378 -Z Too 0.7776 Min Temp% 0.8525 122.749 OK
X-X,+1.20D+0.50L+0.20S+E+1.60H 0.04866 +Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
X-X.+1.20D+0.50L+0.20S+E+1.60H 0.04856 -Z Bottom 0.7776 Min Temp% 0.8525 122,749 OK
X-X.40.90D+W+0.90H 1.101 +Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
X-X.+0.90D+W+0,90H 0.5995 -Z Top 0.7776 Min Temp% 0.8525 122.749 OK
X-X,+0.90D+E+0.90H 0.03642 +Z Bottom 0.7776 Min Temo% 0.8525 122.749 OK
X-X.+0.90D+E+0.90H 0.03642 -Z Bottom 0.7776 Min Temp% 0.8525 122.749 OK
Z-Z.+1.40D+1.60H 0.0740 -X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z,+1.40D+1.60H 0.0740 +X Bottom 0.7776 Min Temp% 0.7971 116,012 OK
Z-Z,+1.20D+0.50Lr+1.60L+1.60H 0.06343 -X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z,+1.20D+0.50Lr+1.60L+1.60H 0.06343 +X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z,+1.20D+1.60L+0.505+1.60H 0.06343 -X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z,+1.20D+1.60L+0.505+1.60H 0.06343 +X Bottom 0.7776 Min Temo% 0.7971 115,012 OK
Z-Z.+1,20D+1.60Lr+0.50L+1.60H 0.06343 -X Bottom 0.7776 Min Temp% 0.7971 115.012 OK
Z-Z,+1.20D+1.60Lr+0.50L+1.60H 0.06343 +X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z.+1.20D+1.60Lr+0.50W+1.60H 0.06343 -X Bottom 0.7776 Min Temp% 0.7971 115.012 OK
Z-Z.+1.20D+1.60Lr40.50W+1.60H 0.06343 +X Bottom 0.7776 Min Temo% 0,7971 115.012 OK
Z-Z.+1.20D+0.50L+1.60S+1.60H 0,06343 -X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z,+1.20D+0.50L+1,605+1.60H 0.06343 +X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z.+1.20D+1.605+0.50W+1.60H 0.06343 -X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z,+1.20D+1.605+0.50W+1.60H 0.06343 +X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z.+1.20D+0.50Lr+0.50L+W+1.60H 0.06343 -X Bottom 0.7776 Min Temp% 0.7971 115.012 OK
Z-Z,+1.20D+0.50Lr+0.50L+W+1.60H 0.06343 +X Bottom 0.7776 Min Temp% 0.7971 115.012 OK
Z-Z,+1.20D+0.50L+0.50S+W+1.60H 0.06343 -X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z,+120D40.50L+0.50S+W+1.60H 0.06343 +X Bottom 0.7776 Min Temp% 0,7971 115.012 OK
Z-Z,+1.20D+0.50L+0.205+E+1.60H 0.06343 -X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z.+1.20D+0.50L+0.20S+E+1.60H 0.06343 +X Bottom 0.7776 Min Temo% 0.7971 115012 OK
Z-Z,+0.90D+W+0.90H 0.04757 -X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
Z-Z,+0.90D+W+0.90H 0.04757 +X Bottom 0.7776 Min Temo% 0.7971 115,012 OK
Z-Z.+0.90D+E+0.90H 0.04757 -X Bottom 0.7776 Min Temp% 0.7971 115.012 OK
Z-Z,+0.90D+E+0,90H 0.04767 +X Bottom 0.7776 Min Temo% 0.7971 115.012 OK
One Way'Shear
Load Combination... Vu @-X Vu @+X Vu @-z Vu @+z Vu:Max Phi Vn Vu 1 PhlAVn Status
+1.40D+1.60H 0 psi 0 osi 0 osi 0 osi 0 psi 75 osi 0 OK
+1.20D+0.50Lr+1.60L+1.60H 0 osi 0 psi 0 psi 0 psi 0 osi 75 osl 0 OK
+120D+1.60L+0.505+1.60H 0 osi 0 osi 0 psi 0 psi 0 osi 75 psi 0 OK
+1.201)+1.60Lr+0,50L+1.60H 0 osi 0 osi 0 psi 0 psi 0 osi 75 psi 0 OK
+1.20D+1.60Lr+0.50W+1.60H 0 osi 0 osi 0 osi 0 osi 0 osi 75 osl 0 OK
+1.20D+0.50L+1.605+1.60H 0 osi 0 osi 0 psi 0 psi 0 psi 75 psi 0 OK
+1.20D+1.60S+0.50W+1.60H 0 osi 0 osi 0 osi 0 osi 0 psi 75 osi 0 OK
+1.20D+0.50Lr+0.50L+W+1.60H 0 osi 0 osi 0 psi 0 psi 0 psi 75 osi 0 OK
+1.20D+0.50L+0.50S+W+1.60H 0 osi 0 osi 0 osi 0 osi 0 psi 75 osi 0 OK
+1.20D+0.50L+0.20S+E+1.60H 0 osi 0 osi 0 osi 0 psi 0 osi 75 osi 0 OK
+0.90D+W+0,90H 0 osi 0 psi 0 psi 0 osi 0051 75 osi 0 OK
+0.90D+E+0.90H 0081 0 osi 0 osi 0 psi 0 psi 75 osi 0 OK
Punching Shear All units k
Load Combination... Vu PhtAVn Vu 1 Pht'Vn Status
+1.40D+1.60H 0.05232 osi 150psi 0.000349 OK
+120D+0.50Lr+1.60L+1.60H 0.04485 osi 150osi 0.000299 OK
+1.20D+1.60L+0.505+1.60H 0.04485 psi 150osi 0.000299 OK
+1.20D+1.60Lr+0.50L+1.60H 0.04485 osi 150osi 0.000299 OK
+1.20D+1.60Lr+0.50W+1.60H 0.04485 osi 150osi 0.000299 OK
+1.20D+0.50L+1.605+1.60H 0.04485 osi 150osi 0.000299 OK
+1.20D+1.60S+0.50W+1.60H 0.04485 osi 150os1 0.000299 OK
+1.20D+0.50Lr+0.50L+W+1.60H 0.1067 osi 1501)81 0.000711 OK
+1.20D+0.50L+0.50S+W+1.60H 0,1057 osi 150osi 0.000711 OK
YJ INC Project Title: Krispy Kreme
25379 Wayne Mills Place#272 Engineer. RG Protect ID: 1029_8816
Valencia,CA 91355 Project Descr. Menuboard
661-25H700
ww.w.yjinc.00m
P,W.18 APR 2015,11:19AM
General Footing File=z:IYJ416E-111029Wmrcalc\7029_8-2.EC6
g ENERCALC.INC.19834016,Buip:6.16.4.12,Ver.6.16.4.12
r.11•
Description: Meuboard Conc.Footing
Punching Shear All units k
Load Combination... Vu Phi'Vn Vu I Pht'Vn Status
+1.20D+0.50L+0.20S+E+1.60H 0.04485 osi 150osi 0.000299 OK
+0.90D+W+0.90H 0.1851 osi 150osi 0.001234 OK
+0.90D+E+0.90H 0.03364 osi 150osi 0.000224 OK