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PMT15-02930 City of Menifee Permit No.: PMT15-02930 29714 HAUN RD. <ACCEL/4? MENIFEE, CA 92586 Type: Residential Addition MENIFEE Date Issued: 10/28/2015 PERMIT Site Address: 29664 VIA NARAVILLA, MENIFEE, CA Parcel Number: 336-282-014 92586 Construction Cost: $15,000.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 12'x 20' DETACHED PATIO COVER WITH HIP-STYLE ROOF WITH 8 LIGHTS, 2 FANS,2 Work: GFI OUTLETS,AND 15' L FT GAS LINE FOR BBQ ISLAND Owner Contractor WILLIAM RINDE E&A RAMOS INC 29664 VIA NARAVILLA 17945 WILDWOOD CREEK ROAD MENIFEE, CA 92586 RIVERSIDE, CA 92504 Applicant Phone:7142968788 MICHAEL RHINE License Number:910999 E&A RAMOS INC DBA NEW GENERATION CONSTRUCTIO 17945 WILDWOOD CREEK ROAD RIVERSIDE, CA 92504 Phone:9513146833 Fee Description Qtv Amount($) Receptacle, Switch, Outlet& Fixture 12 171.00 Plumbing Fixtures and Vents,fixtures 1 116.00 Gas System 1 116.00 Sewer 1 150.00 Building Permit Issuance 1 27.00 Deck/Patio, non-standard 1 133.00 Additional Plan Review Building 148 148.37 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 2.00 General Plan Maintenance Fee-Building 1 6.65 $871.02 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 stated,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 ❑ [am exempt from licensure under the Contractors'State License Law for th( I hereby affirm under penalty or perjury that I am licensed under provisions of following reason: Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that, except for my personal residence ii Professions Code and my license is in full force and effect. which I must have resided for at least one year prior to completion c License Class License No. improvements covered by this permit, I cannot legally sell a structure that I hav( Expires Signature built as an owner-building if it has not been constructed in its entirety by license( contractors. I understand that a copy of the applicable law, Section 7044 of th( WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application is submitted or at the following Web site: ❑ 1 hereby affirm under penalty of perjury one of the following declarations: htt fitted r i e following Web site: I have and will maintain a certificate of consent of self-insure for workers' t compensation,issued by the Director of Industrial Relations as provided for by Date rG z3-1S Section 3700 of the Labor Code, for the performance of work for which this permit is issued. Property Owner or Authorized Agent Policy# ❑ By my Signature below, I certify to each of the following: I am the property ❑ 1 have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read thi: section 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is correct. I agree to comply permit is issued.My workers'compensation insurance carrier and policy number are: with all applicable city and county ordinances and state laws relating to buildin( construction.I authorize representatives of this city or county to enter the above Carrier identified pro pe For pectin _ urposes. ££'' Policy# Expires Date Property O ner or Authorized Agent (This section need not be completed if the permit is for City Business License# one-hundred dollars($100)or less) ❑ I certify that in the performance of the work for which this permit is issued,I HAZARDOUS MATERIAL DECLARATION shall not employ any persons in any manner so as to become subject to the Will the applicant or future building occupant handle hazardous material or a workers' compensation laws of California, and agree that if I should become mixture containing a hazardous material equal to or greater that the subject to the workers'compensation provisions of Section 3700 of the Labor amounts specified on the Hazardous Materials Information Guide? Code,I shall forthwith comply with those provisions. ❑YES ❑NO Applicant; Date; Will the intended use of the building by the applicant or future building occupant require a permit for the construction or modification from South WARNING: FAILURE TO SECURE WORKERS' Coast Air Quality Management District(SCAQMD)?See permitting checklist COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guidelines SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS DYES El NO ($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed building or modified facility be within 1000 feet of the outer DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of a school? LABOR CODE, INTEREST,AND ATTORNEYS FEES DYES ❑NO CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.I understand my requirements under the State of agency for the performance of the work which this permit is issued (Section California Health&Safety Code,Section 25505 and 25534 concerning 3097 Civil Code) hazardous material reporting. OWNER BUILDER DECLARATIONS DYES ❑NO I hereby affirm under penalty of perjury that I am exempt from the Contractor's Date License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTY OWNER OR AUTHORIZED AGENT next to the applicable item(s)(Section 7031.5. Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, EPA RENOVATION,REPAIR AND PAINTING(RRP) or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors provisions of the Contractor's State License Law(Chapter 9 (commencing with receiving compensation for most work that disturbs paint in a pre-1978 Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firms and comply with she is exempt from licensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and property violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their a civil penalty of not more than($500).) employees.For more information about EPA's Renovation Program visit: www.epa.gov/lead or contact the National Lead Information Center at ❑ I, as owner of the property, or my employees with wages as their sole 1-800-424-LEAD(5323). compensation,will do( )all of or( ) porting of the work, and the structure is not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, Certified Firm Name: the building or improvement is sold within one year of completion,the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). Firm Certification No.: ❑ I, as owner of the property an exclusively contracting with licensed ❑No EPA Lead-Safe Certified Firm is required for this project because: contractors to construct the project(Section 7044, Business and Professions Code:The Contractor's License Law does not apply to an owner of a property who builds or improves thereon, and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). If your project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. BUILDING & SAFETY PERMIT/PLAN APPLICATION A2 l Men'f2e DATE7 PERMIT/PLAN CHECK NUMBER �— q TYPE: C% COMMERCIAL PRESIDENTIAL 0 MULTI-FAMILY C` MOBILE HOME C: POOL/SPA SIGN SUBTYPE: >60DITION C%ALTERATION 0 DEMOLITION .ELECTRICAL C% MECHANICAL 0 NEW 'O PLUMBING C% RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK /Z y - ' K 2cf,;- �xs, p _ City of Menif ept. PROJECTADDRESS 7- GG/ ASSESSOR'S PARCEL NUMBER LOT TRACT OWNERNAME ;� 2 RecoiV d ADDRESS 'v52 PHONE EMAIL APPLICANT NAME „ ADDRESS PHONE Cj'� S — Z6 �' EMAIL 4r7'5_ZjCZ7= /Jjj �G Lf'!Ii1 CONTRACTOR'S NAME ��, ,// OWNER BUILDER? C YES A,"NO BUSINESS NAME ADDRESS f G -S_ , '14 PHONE ��/— 3/ �C,s 2 Z - EMAIL CONTRACTOR'S STATE LIC NUMBER LICENSE CLASSIFICATION VALUATION$ ,S CX " SO.FT L SO.FT APPLICANT'S SIGNATURE DATE DEPARTMENT DISTRIBUTION ^^ CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN 1 SMIP O1 INVOICE PAID AMOUNT AMOUNT ,LC tCA %CHECK# CREDIT CARD VISA/MC PLAN CHECK FEES PAID AMOUNT %CHECK# 0 CREDIT CARD VISA/MC OWNER BUILDER VERIFIED YES C% NO DL NUMBER NOTARIZED LETTER C YES C% NO City of Menifee Building&Safety Department 29714 Noun Rd. Menifee, CA 92586 951-672-6777 www.cityofinenifee.us InspectionWReqqyet Line 951-246-6213 City of Menifee Owner: Contractor: Builtling & Safety Dept. William Rinde New Generation OCT 13 2015 29664 Via Naravilla Const. ,4 eceived Sun City CA 92586 Riverside CA 92504 (209) 480-7896 Lic # 910999 i 73'4" Kitchen Faucets: American Standard 1.8 gpm @ 60 psi M Electrical: oftice 20 amp dedicated breaker copy Outlet-tamper resistant and gfi protected GFCI Outlet-tamper resistant and gfi protect Approved for Installation in Damp Locations Weather Resistant BBB IsIaM 1/2"Gas Line(Ductile Iron Pipe) 2 ' Fuel Type: 19-" •� 4 NNatural Gas Pipe Size: 3/4" PVC Schedule 40 Underground Pipe 15'7• (--louse Proposed BBQ Material: Cinderblock Concrete Counter Top _ 2 1/2"ABS Sewer Line N S-Sewer W-Water ZG V+ CITY OF M NIFEE rn E-Electrical = f+ 6 BUILDING ND SAFE DEPA G-Gas PLAN APPR V ENT Me REVIEWED - 2015 *Approval of these plans shall not be construed to be a approval of,any violation of a ermit for,or an regulations and ordinances. jobsite until completion. Provisions of the fede�,state or city This set of approved pans ust be kept on the 72'4" Via Naravilla Scale 1/16"= 13 City of Menifee b :wilding & Safety Dept. SEP 2 2 2015 Received d s P 17 PLAN APPROVAL &IOCT x 3 1015 REVIEWED BY DATE *Approval of these plans shall not be construed to be a permit for,or an approval of,any violation of any provisions of the federal,state or city regulations and ordinances. This set of approved plans must be kept on the AAML jobsite until completion. 'ce ®ff FY New Generation William Rinde Constr. 29664 Via Naravilla Riverside CA Sun City CA 92586 Lic #910999 10' City of Men'*e` S�ik Side u ding' & Safety -; Grill Burnet SEP 2 2 2U -. -. 8 Ve Go Top View ,.1r�, � r 4 . 1 r n A fO� •f-------1 I ® Iw CITY OF MENIFE — � 0 BU ING AND SAFETY DEPAR NtE�dT PLAN APPROV i 7j , Fr) R�--- ► cc ' OCT * construed to be a permit for,or an ova o janyNation of an pr visions of the federal,state or city wMationsand snaff&Th s t of approved pans must be kept on the (�1 o to unti4om fdon, I - Fridg Front View pool 1201 N. Tustin Avenue engineering Anaheim, CA92807 � z ��� ,r" a inc. Fax:(714) 630-6114 Phone: (714) 630-6100 4'-®" MAX. HIGH FREESTANDING MASONRY BARDEQUEE City of Menifee Building & Safety Dept. SEP 2 2 2015 STRUCTURAL CALCULATIONS Received FOR DETAIL 890 MASONRY BARBEOUE 7 p m OF CAO*01\ C111'Y OF MENIFEE DESIGN BASED ON CBC 2013 & 'EWMNWA MUR RVf f1TWTS FOUNDATION PRESSURE: 1500ps�AN APPROVA CONCRETE: f ' = 2500 si MASONRY: f n = 1500pso I?EVIE!/ED B' OCfi 2.3 2015 REINFORCING: fy = 40000psi (Grade 40 or as noted) DATE "Approval of these plans shall not be construed to be a permit for,or an approval of,any violation of any provisions of the federal,state or city regulations and ordinances. This set of aoorlfffud ke t jobsite until completion. P Y 01/14/2015 11:57:44 AM Page 1 of 7 W:\Details\ReleaselCalcs 2013/890[v1.1].pdf ©Pool Engineering,Inc.2014 POOL ENGINEERING, INC. Ma5onry Barbeque _ Date: I/8/2ij"14 Detail 500 By: CJB Aisuiations for 46" H1,111 Masonry barbeeuff 5tructurg SEISMIC LOADING: ' De51ejn 1905ed On: 20 13 CDC, 2012 IBC Ch. I G, * ASCE 7-10 Chapter- 12 15 Seismic Ground Motion Values Non-Buildmca Structure (ASCE / section 15.4) Site Class:= D Site Cla55 (ASCE 7, 5ection 1 1 .4.2) I:= 1.0 Occupancy Importance Factor Ss:= 1.50 Short-period Spectral Response Acceleration R:= 3 Response Modific:.abon Factor SI := 1.30 1-5ec Period Spectral Response Acceleration p := 1.0 Redundancy factor Site Coefficients F = 1 ASCE 7 TABLE 1 1 .4-1 F = 1.5 ASCE 7 TABLE 1 1 .4-2 SDS := 3-F--Ss SDS = 1 Short Period Design Spectral Acceleration Parameter (ASCE 7 Eq. 1 1 .4-3) SDI := 3 -Fv-SI SDI = 1.3 1-Sec Period Design Spectral Acceleration Parameter(ASCE 7 Eq. 1 1 .4-4) Seismic Response Coefficient (ASCE 7 section 12.8. 1 . 1) SDS-I Osl R Cs1 = 0.333 Seismic Response Coefficient (ASCE 7 Eq. 1 2.8-2) Cs3 := 0.03 Minimum Non-Budding Seismic Response Coefficient (ASCE 7 Eq. 1 5.4-1) 0.8-SI.T C.,4 R Cst= 0.347 Minimum Non-Building Seismic Response Coefficient (ASCE 7 Eq. 1 5.4-2) Cs= 0.347 Governing Seismic Response Coefficient 2012 IBC ALTERNATE BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN , (Section 1 G05.3.2, Eq. I G-20 * I G-21) Controlling Eartheluake Lateral Loading: Cs Sf:= 1.4 Sp= 0.248 GEOMETRIC * MATERIAL PROPERTIES: L := 4ft max. width of BBQ Yconc 150pef unit weight of reinforced concrete hbbq 4ft max. height of BBQ Yam,,,:= 125pcf unit weight of reinforced c.m.u. *slab 4in thickness of concrete Slab v''srncco 10psf weight of stucco veneer Loh:= 1.25ft max. length of concrete slab cantilever b := 12in design strip width C'1bIU:= 6 Nominal Size of CMU µ = 0.25 Soil friction coefficient tCMU= 5.625 in Thickness of CMU Pp:= 100pef soil passive pressure 1fti<:= 3in length of toe/heel of footing q := 1500psf soil bearing capacity cl;:= 12in depth of footincl niin wr:= 3ft minimum footing width f:= max(L+ 2ltt„n-iin wf) check minimum width of footing wt= 4.5 ft width of footing 0-1/'14/201 5 1 1:57:44 AM W,\DetailslRe.leaselCalcs 20'131890[v1.1J.pdl` Page 2 of ©Pool Engineering,Inc.20i4 POOL ENGINEERING, INC. Masonry Barbeque Date: I/8/2014 Detail 890 By: CJB DESIGN OF COUNTER TOP (Simply Supported) : ULTIMATE STRENGTH DE51GNI Loading: DL:_ Yconc•tslab DL = 50 psf self-Weight of concrete slab LL := 200psf live load on counter top (1.4DL+ 1.7LL}•b•(L — 2-t��ni�)` M„ 8 M„ = 480-669 ft•16Factored Ultimate Moment in Slab Properties: f,:= 2500-psi f := 40000 si y P (3l := 0.85 fi := 0.90 BarSize:= 3 BarSize Spacing:= 12in dia:= 8 in dia= 0.375 io dia. of reinforcing conc—thick= 4 in cover:= 1.5in d := conc thick — cover— dia d = 2313 in effective depth 2 _ Ti-dia b As 4 S acin g1 As= 0.11 in Area of Steel Provided P J a:= As fy a= 0-173 in Depth of equivalent rectangular stress block 0.85-f,-b Moment Strength Check: al1 Mn:= As fy d — 2J� Mn= 738 ft-lb Nominal Moment strength Mn= 738 ft-lb > Mu= 481 ft-lb Moment Check= "OK" Check Minimum/Maximum Steel Percentage: R l•f� 87000 Pbal:= 0.85 Pb.] = 0.031 Balanced reinforcing Ratio fy 87000 + fy-t Amax 0•75'6bal Pmax — 0.0232 Maximum reinforcing Ratio — 200 Pmin := max Pmin 0.005 Minimum Reinforcing Ratio = As fy i fy L P b-d P = 0.004 Ratio of Tension Reinforcement Steel—Check:= if Moment—Check= "OK" Steel Check = "OK" "OK" if (Pmax > P) A (P > Pmin) — 4. 1 U5E: #3 LONGITUDINAL BARS "oK" if (Mn > 3 M„ I A (Pmax > P) @ 1 2" O.C., 1 .5" CLK. FROM l 3 JJ BOTTOM "NO GOOD" otherwise CONCRETE THICKNESS = 4" "NO GOOD" otherwise Temperature Steel As_req := 0.002-conc—thick-b As_req= 0.096 in2 Minimum Temperature Steel Required NOcurtains 1 Total Number Curtains of Steel Spacing:= 12in Maximum Spacing of Temperature Steel Bar= 3 Bar Size of Temperature Steel As_provided = 0.11 ill USE: #3 TRANSVERSE 13AK5 @ 1 2" O.C. 01/14/2015 11:57:44 AM W:\Details\Release\Calcs 2013\890[v1.1].pdf Page 3 of 7 ©Pool Engineering,Inc.201 `POOL ENGINEERING, INC. Masonry Barbeclue -- 'Detail 550 By: CJB Date: 1/8/20 I'1 DESIGN Off COUNTER TOP (Cantdgever) : ULTIMATE 5TRENGTH DE51GN Loa�ling: DL Yconc•tslab DL = 50psf Self-weight of concrete 51ab 2 LL := 200psf(IADL + f_7LL)•b-Loh live load on counter top Mu = M„ = 320.312 ft•lb Factored Ultimate Moment jig Slab Propertle5: fc:= 2500-psi fy := 40000-psi R i := 0.85 0.90 BarSize := 3 Spacing:= 12in dia := BarSize •in dia= 0375 in dia. of reinforcing 8 conc-thick= 4 in cover conc thick- fll'-•— — cover COVE:roh — 2.5 in — d := conc thicl__- dia _ coverol, - 2 d = 1.312 in effective depth n•dia- b � As AS= 0.11 in Area of Steel Provided 4 Spacing) As•fy a•= a = 0.173 in Depth of equivalent rectangular 5tre55 hk)d<0.85•fc-b Moment Strength Checl-: � 1VIn:= AS•fy•(d - a Mn = 406 ft•lb Nominal Moment strength Mn = 406 ft•lb > Mr, = 320 ft•lb Mornent_C;heck= "OK" Check Minimum/Maximum Steel Percenta e: R�•fc 87000 Pba1.—_ 0.85 Pbal- 0.031 Balanced reinforcing Ratio fy 87000 + fy•t) - Pm., 0.75'p6ai_ Pmax - ,,.0232 Maximum reinforcing Ratio - J t f 200 p,n;n '- tnax p,nin = 0.005 Minimum Reinforcing Ratio � fj, t f�, t P '- b-d P = 0.007 Ratio of Ten51on Reinforcemenl: Steel-Check:= ;f Moment Check = "OK" 11 "Steel-Check= "OK" "OK" if (Pmas > P) A (P > Pmin1 USE: #3 LONGITUDINAL BARS Ok„ if (Mn> 3.M-1 A (Prnax> P) @ 1 2" O.C., 1 .5" CLR. FROM "NO GOOD" otherwise BOTTOM "NO GOOD" otherwise CONCRETE THICI'rNE55 = 4" Temperature Steel A.,_req := 0.002•conc-thick•b As_req = 0.096 in2 Minimum TemperaL-ur•e Steel Reaulred NOcurtains := 1 Total Number Curtaln5 of Steel Spacing:= 12in Ivlaximum Spacing of Temperature Steel Bar= 3 Bar Size of Temperature Steel As�-,rovided = 0.11 in U5E: #3 TRAN5VER5E BARS (DL + LL)•b'Lol,2 DL•b•L2 @ 1 2" O.C. �'Icanr inax 2 o - 0ft-1b 1 ,,,,r = 0 ft•lb maxunum moment from cantilever - 01/14/2015 -1 1:57:44 AM W:1DetailslRefeaselCalcs 2013\890[v1 Al.pdf Page 4 of 7 @Pool Engineering,Inc.20,111 POOL ENGINEERING, INC. Masonry Barbeclue Date: 1/8/2014 Detail 800 By: CJB SEISMIC BASE SHEAR - FRONT COUNTER: Wwall (tcmu'Ycmu+ wltucco)'hbbq Wwau= 274 plf Weigllt of Wall per linear Fooi: Wslab tslab'(L + Loh)'Yconc Wslab = 262.5 plf Weight of Conctrete. Slab 1-,ei, linear foot W:= 2'Wwau + Wslab W= 811.3 plf Total Weight of Barbeciue per linear foot V:= St W V= 200.9 plf Seismic Base Shear per linear foot of wall Calculate Center of Gravity (Ce) hbbq 11bbq (hbbq tslablYwalll Wwan 2Ywa112:= Wwall'2 Yslab= Wslab' -I —2 J taken from base of BBQ tcmu tcmu1 rL+ Loll l Xwalll Wwall" 2 Xwal12 Wwall' L— 2 I Xslab Wslab'I 2 I taken from rear of BBQ Ywalll + Ywa112+ Yslab / ` f Y y = 32.413 in y- distance to center of gravity (taken Frorn base of BBQ) Wwall + Wwall + Wslab Xwalll + Xwal12+ Xslab X Wwall + Wwall+ Wslab X = 26.427 in x - distance to center of gravity (taken From base of BBQ) doT Y + df 11 dOT= 3.701 ft Overturning Moment-arm dR:= 2t + CL — XJ da = 2.048 ft Resisting Moment-arm 2 a V nC9 Y X FIGURE 2 W 01/14/2015 11:57:44 AM Page 5 of W:\Details\Release\Calcs 2013\890 fv1.l].pdf ©Pool Engineering,Inc.20 POOL ENGINEERING, IN1C. Masonry Barbeclue Date: I/�/��14 'Detail 590 By: CJB footlne, DC510tl Chec,.s b = 12 in Design Strip of Footing q = 1500 psf Soil bearing capacity Ft = 0.25 Soil Friction Coefficient PP= 100 pef Pa551Ve Pressure of Soil Wroot wrdrb.Yconc WR,ot= 675 lb Weight of Footing CHECK SLIDING: Fs:= V-b Fs= 2009 1b Sliding Force F (W-b + Wroot)•ft F= 371.6 lb Friction Force 2 3 Pp-df-b FP-= - 2 Fp• 331b Resisting w Force from Pa55e Soil Pressure (Reduced by 1/3 combined with Friction) 0.9F+ Fp = 1-33 > 1 G Sliding = "OK" rs CHECK OVERTURNING: MOT V+-dOT MOT= 743.5 ft-lb Seismic Overturning Moment (DL+ LL)-b•Loll Mcant , �Zcant = 195.312 ft-lb Overturning Moment From Cantilever,Slab MR:= W-b-dR + Wroot-r MR = 3180 ft-lb Barbe6tue Resisting Moment 0.9MR = 3.049 > 1 .0 Overturning = "OK" MOT+ Mcant CHECK VERTICAL BEARING: W-b + Wroor gvertical -= gvertical = 330.3 psf < q = 1500 sf " " w b p Vertical Bearing= QK CHECK SOIL PRESSURE (SFISIVIIC LOADING): kern:= Wt kern= 9 in e := MOT � e= 6.003 in eccentricity W b + Wroot Rr:= Wb + Wroot Rf= 1486.25 1b resultant force ll a := 3- �v Wr a= 62.991 in Cd:= dr — 1 2 + 1.0 2 J (12•in Cd= 1 depth correction factor 2•R if e > kern.- gactual= t if e < kern: gactual Rt (1 + 6-e1 a•b wrb wr JI condition.= "e<kern" Therefore, gactual= 550.567 psf Max Soil Pressure 4 Ballow 3 g•Cd < Ballow= 2000 psf Allowable Sod Pre55ure Soil Pressure = "OK" 01/14/2015 11:57:44 AIVI W1DetailslReleaselCalcs 2013)1890[vl.1].pdf Page 6 of 7 ©Pool Engineering,Inc.201z POOL ENGINEERING, INC. Masonry Barbealue Date: 1/5/2014 Detail 890 By: CJ13 STRUCTURAL DESIGN OF FOOTING: ULTIMATE STRENGTH DESIGN Loading: ' t= 12 in thickness of footing wr— L l:= l = 3in Mu:= 1.4(MOT+ Mcant) IVI = 13141b-Ft Ultimate Moment 2 Pu:= 1.4-(21,V,all + Wslab)-b + 1.7-LL-(L+ Lol,)-b P„ = 2921 lb Ultimate Axial Load P"-12 2-M -1 Muc•= 2b + b Mu,:= 748.426 ft-lb Design Moment in Footing Properties: fc:= 2500-psi fy := 40000•psi (31 := 0.85 0.90 =_ Bar:= 4 Dar Size Bar i Spacing:= 8in dia . 8 n dia= 0-5 in cover:= 3in clear cover d :— d-_ t dia — cover— — d = 8.75 in 2 _ rc-dial b ? As 4 Spacing AS= 0295 in Area of Steel Provided ASjy. a:= 0.85-t•b a = 0.462 in Depth of eaiuivilent rectangular stress block Moment Strength Check: al Mn:= AS-fy- d- 2J Mn= 7527 ft-lb Nominal Moment strength J Mn= 7527 ft-Ib > M,,c= 748 ft-lb Moment Check= "OK" Check Minimum/Maximum Steel Percenta e: Rt-fc _ 87000 Pbat 0.85 Pbal= 0.031 Balanced Reinforcing Ratio fy 87000 + fy t) P,nae:= 0.75-Pbal Pn,z,= 0.0232 Maximum Reinforcing Ratio 3rtc, f.L20-0) Pmin maxPmin = 0.005 Minimum Remforcingg RatiofP _ b d P = 0.0028 Ratio of Tension Reinforcement: Steel Check:= if Moment Check= "OK" Steel Check= "OK" "OK" if (Pmax> P) A (P > Pmin) — "OIC" if I Mn> 3 M-) A (pmax> P) \ 3 "NO GOOD" otherwise "NO GOOD" otherwise Temperature Steel temp:= 0.002-b-dr A,_ten,p= 0,288 ir2 Temperature Steel Required A — 0.295 in > e s — l's_temp= 0.288 in I emp_Steel= "OK" USE: 1 2" DEEP FOOTING W/ #4 BARS @ 8" O.C. EACH WAY, 3" CLR. FROM BOTTOM 01/14/2015 11:57:44 AM W:1DetailslReieaselCalcs 2013\890[v1.1l.pdf Page 7 of 7 OcPnnl Pnninaarinr, 1— on-i OWNER: CONTRACTOR: WILLIAM RINDE NEW GENERATION GONSTRUGTION 2g664 VIA NARAVILLA 661 1 ARLINGTON AVE. SUN GITY, GA g2586 RIVERSIDE, GA g2504 TEL: (20q) 480-78g6 TEL: (q5 1) 858-5544 APN: 3362520 1 4-g LIG #: q 1 Ogqbty of Menifee t guiiding &Safety Dep EXHIBIT NO. l —._ 1 2' 5 1'- 1 s�P 2 2 2015 5' CASE NO. WI' y r, �� .00' [ri DATE � .r _ m 1 0 - PROPOSED I 1 2'X20' METALS 5LDG.PRODUGTS 2 I INSULATED PATIO GOVER r I PER IGG #1 q5501 I I - (240 SO.FT.) I - - 0 1 O' X 8' E•Sa ISLAND t (50 Sa.FT.) I ELEGTRIGAL I b - -(5) LIGHTS - (2) FANS 1 ' - (2) OUTLETS t- EXISTING t 1-STORY S.F.D. I (2,145 Sa.FT.) Z t— I 0 (E)2-GAR �'.1 0 t."".10.A GARAGE . '.�0 ivi iM���I i 14'� 1�;.- ,.t Y_L..J 3J i+�+�3•� CIT OF M NIFEE BUILDING AND SAFETY DEPARTMENT P q- ,N APP 0 >Q GET k13 2015 RE IEWE0 B D TE NORTH 17.67 *Approval Of,thes pl�_011 not be r e�t4�o�e�P ermit for,or an �—— approval of,any violation of any provisions of the federal,stater city � LOT GOVEf�AtGE regulations and ordinances. �� (E) HOUSE PN/ GARAGE - 2,145 Sa.FT. jobSlteuntllcompletion, 41 Ic PROPOSED GOVER - 240 Sa.FT_ TOTAL - 2,585 Sa.FT. PLOT �� � LOT - 8,q 6 q Sa.FT. TOTAL LOT . -26.5% SCALE: 1 "-- 20'-O" C:\Users\LTX\Google Drive\thinkpad\new generation constructiononde\Rinde.dwg,8/20/2015 6:43:30 AM,HP Deskjet 1010 Owner: Contractor: William Rinde New Generation 29664 Via Naravilla Const. Sun City CA 92586 Riverside CA 92504 (209) 480-7896 Lic # 910999 E eva-% ti' on East Side West Side 6' 6' N N North Side -41 South Side -41 N N co