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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 z OHO sTglF F CAL1F0 Q�N% Q 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