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12-0865 (RPL)t`•.:k_ !fir - . ' , i<•�jr . P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 � BUILDING & SAFETY DEPARTMENT, INSPECTIONS (760) 777-7153 BUILDING PERMIT. ` Date: 8/15/12 Application Number: OOAA0865' • Owner: , Property Address: IL-80753'VIAtPESSAR0 STEELBERG APN: 772-500-068- - - 80753 VIA PESSARO Application description: POOL - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 80000 ' Contractor: * 'Applicant:Architect or Engineer: MCINTYRE POOLS .& SPAS, INC. " - 83.695 AVENUE 45 -: INDIO_ CA 92201 (760) 342-3612 r `•/ ' ' Lic No 614611 r - LICENSED CONTRACTOR'S DECLARATION .ti `� " — • WORKER'S COMPENSATION DECLARATION + I hereby affirm under penalty of perjury that 1 am licensed under provisionsof Chapter 9 (commencing with '' I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. - " • - I have and. will maintain a certificate of'consent to self -insure for workers' compensation, as provided , - `• lice a Clas C 3 • - Licens .: 614611" �.' ', .'�- for by.Section 3700 of the Labor Code, for the performance of the work for which this permit is -_ .. //Da/te9s ontractor: - + _? issued. - - Y-71 have and will maintain workers' compensation insurance, as -required by Section 3700 of the Labor- c - • * Code, for the performanceof the work for which this permit is issued. My workers' compensation _ - OWNER -BUILDER DECLARATION - insurance carrierand policy number are: - - - • I hereby affirm -under penalty of perjury that) am exempt from the Contractor's State License Law for the Carrier COMMERCE WEST I . Policy Number 00330843590 following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to , e _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any . • .. • • - • construct, alter, improve, demolish, or repair any. structure, prior to its issuance, -also requires the applicant for the �`� -person in any manner sous to become subject4o the workers' compensation laws of California, . �. ' permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State, .._ t;. ,. and agree that, if I. should become subjec o the worker ' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or , - that he or she is exempt therefrom and the basis for the alleged exemption. Any violation -of Section 7031,5 by-J!`%%I 1 3300 of the Labor -ode, I sh orth 1 �Ip ose provisions. any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: t ate: `7�%% `d cant: • (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, andy- _ " the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The y r - WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,. AND SHALL ' �• - - Contractors' State License Law does not apply to an owner of property who builds or improves thereon, ' SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND ' and who does the work himself or herself through his or her own employees, provided that the - t DOLLARS 1$100,000)• IN ADDITION TO THE COST OF COMPENSATION,. DAMAGES AS PROVIDED FOR IN •, • improvements are not intended or offered for sale. 'If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. - • one year of completion, the owner -builder will have the burden of proving that he or she did not build of — - improve for the purposeof sale.). i. APPLICANT ACKNOWLEDGEMENT ' • (_ 1 I; as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. • IMPORTANT Application is hereby made to the Director of Building and Safety for apermit subject to the - 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of ` conditions and*restrictions set forth on this application. - property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1 . Each person upon whose behalf this application is made, each person at whose request. and for pursuant to the Contractors' State License Law.). - - whose benefit work is performed under or pursuant to any permit issued as a result of this application, -I am.exempt under Sec. , B.&P.C. for this reason + the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City - ' of La Quinta, its officers, agents and employees for any act or omission related to the work being _ performed under or following issuance of this permit. - Date: 4 Owner: , 2. Any permit issued as a result of this application becomes null and void if work is not commenced - within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject , CONSTRUCTION LENDING AGENCY permit to cancellation. - I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the . ` I certify that I have read this application and state that the above information is correct. I agree to comply with all - work for which this permit is issued (Sec. 3097, Civ. C.). .. city and county ordinances and state laws relating to building constr ion, and hereby authorize representatives _ • - of is cou y enter upon he above-mentioned propen for 'ns do pos - ' ' - Lender's Name:.- - � .. _ -r' Date: �� gnature (Applicant or Agentl�y - Lender's Address: - . LQPERMIT - - Application Number 12-00000865 Permit' BLDG POOL PERMIT Additional•desc . Permit -Fee 549.50. Plan Check Fee'. 357.18 - -Issue Date Valuation. 80000 Expiration Date 2/11/13 Qty Unit Charge, Per Extension BASE FEE 414.50 30.00. 4.5000 ----------------------------------------- THOU BLDG 50,001-100,000. 135.00 Permit . . MECH POOL Additional desc . Permit Fee' 26.00 Plan Check Fee 6.50 Issue Date Valuation 0 Expiration Date - 2/11/13 . Qty Unit Charge, Per Extension.,. BASE FEE 15.00 11:0000 EA MECH FURNACE'>100K. 11.00 ,. PermitELEC POOL PERMIT -RES Additional.desc Permit Fee 45.00 Plan Check Fee 11.25. Issue Date Valuation 0 _ Expiration Date 2/11/13. Qty Unit Charge, Per .' Extension BASE FEE" 15.00•. ' 1.00.. %, 30.0000 EA ,• ELEC'PRIVATE SWIMMING POOL 30.00, PermitPLUMBING Additional,.•desc ". Permit Fee . . . 33':00 Plan Check. Fee 8.25 Issue Date Valuation 0". Expiration'Date.. 2/11/13 Qty Unit Charge Per ' Extension BASE FEE 15.00 2..00 6.0000 EA PLB FIXTURE 12.00 1.00 3.0000 EA, PLB WATER INST/ALT/REP' 3.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 Special Notes and Comments. POOL/SPA, WATERFALL, FIRE PIT. LQPERMIT' - - Pool' / 20 / N. Tustin Avenue _. ' ' Ron Lacher,' R. Cf. engineering. Anaheim, CA 92807. inc. FJx- (714),630-61.14. Phone (7/4) 630-6/00 STRUCTURAL CALCL/LA T10' ; t s h A r i1'nf..a., ^y1 '* _+ irJ •fir i _.: ^; r r" Pool Column ,: �' e Tmt �i �� ^: , zJ i." •�L e�5•^"u', -K 4'; •II' 1 .,1• ,ori -6�s-The'Stee/burg Resider�`ce i =' , i 533 / 2 :.11.7 Bellaglo La Quinta, -CA 92253' , �•r ,^�' � is ,�, �., 'p Y �s.. .r .. ` ��, �, � ...,, � � b ;�� � ;,�, " ; ;�.� : �ORr',Y fit-• t ;,W .•, CoQ . .. y ., .. �_... ' � �< .. a,`s' .`' tr ' ,w ~ �." t .. 3fr � � t � ,T � + �Q - � �fi� • i 3 '{ . Mc%tjre Pools Spas LU o. 07 j w a -.., ,. - r ',,`-Exp. 6-3 13 "83695 Avenue 45s.�'' . t p �� ; '; Indio, CA 9220/ OSA t a t ; C (' DESIGN BASED ON CBC 2010 EDITION 13 REINFORCING: FY _= 40,000 PSI (Grade.40) CONCRETE: f'� = 2,500 PSI (Design•Strerigth) E. F.. P'., 45 PCF (Level)�r >' .r w ALLOWABLE•SOIL BEARING CAPACITY -.1,500 PSF (+113 Increase" for. Seismic), FRICTION: 0.30 {., � `Z+.. — fi '✓. — y� T� '.f` �'k,LM� � •ir r' 'S # � .f y�4.J y � f L � . - t Y i '��, •.{ 1 � t •- i.;a 'may ' �. r ��'. ,, :�, _ , +� � �:� ,n Y '� •r. x. as � _fid l..` ,Ev s�r• � ft�r -� > .�. -, _ + i ,.. f -:Z -r Y tp r .y '1 1 '��' �'t•, Y S, a R �: ,;Sr '.} i f . � .. f„ .' Y .t - • t. r•1 � ��: �, �.jry Irl t'� � sx: •' �.,� _ t Y=� , .. i • \ 07/31/2012 03:35:31 PM - i *� Page 1 of 1 \\PEANASV2\P6ol\Projects\2012\0609 12 Post On Bond Beam\Final Report:pdf- #* s *, {,- ©Pool Engineering; Inc. 2012 . 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Pool Column Job No: 12 -OG09 Assumed Loadlnq DL := 25psf dead load of roof LL := 20psf live load on roof hp := 9.5ft height of post trib_A := 125ft2 max. tributary area to post PDL := DL•trib A PDL = 3125 lb axial dead load to each post PLL := LL•trib_A PLL = 2500 lb axial live load to each post Ve := Sf-PDL Ve = 1786 lb shear load from 5ei5mic to each post V,:= Ceil(Ve,1001b) Ve = 1800 lb shear load used for design M,:= V, -hp Me = 17100 lb -ft moment from 5ei5mic to each post Concrete Proj?ertle5 f,:= 2500psi compre551ve strength of concrete of := 0.90 flexural reduction factor P>=0.85 of=0.72 Concrete Column Properties we := 24in width of concrete column Dp := 6ft A,:= wet cross Sectional area of column We := S,- Ae•Dp ,y,:= 62.4pcf water pressure q:= 1500psf -fp := 200pcf pa55ive pressure Loadlnq to Concrete Column P.:= 1.2 -(PDL + We) + 0.5PLL P„ = 9320 lb V„ := 1.4Ve V„ = 2520 lb M,, := 1AMe + 1.4V,- Dip M„ = 39060lb•ft 5ee C51 Column results for de51cgn of concrete pool column. 07/31/2012 03:35:31 PM \\PEANASV2\Pool\Projects\2012\0609-12 Post On Bond Beam\Final Report.pdf e,:= 0.003 crushing 5tram of concrete (�s := 0.75 shear �- tor51on reduction factor 8c:= 150pef unit weight of reinforced concrete max. height of Swimming pool column We = 3600 lb concrete pool column self -weight allowable 5011 bearing capacity ultimate factored vertical IoadincJ ultimate factored shear ultimate factored moment Page 4 of 11 ©Pool Engineering, Inc. 2012 Project Information Project Steelburg Job No 12-0609 Company Designer CJB Remarks flexural column design Software CSICOL (Version: 8.0 (Rev. 0)) File Name W:\Projects\2012\0609-12 Post On Bond Beam \flexural column design Working Units US (in, kip, k -ft, ksi) Design Code ACI -318-02 ; Column:Column Basic Design Parameters Caption _ Column Default Concrete Strength, Fc = 2.50 ksi Default Concrete Modulus, Ec = 3000.00 ksi Maximum Concrete. Strain = 0.003 in/in Rebar Set _ ASTM Default Rebar Yeild Strength, Fy. = 40.00 ksi `. Default Rebar Modulus, Es = 29000.00 ksi s - Default Cover to Rebars = 3.000 in Maximum Steel Strain = Infinity Transverse Rebar Type --,Ties, Total Shapes in Section _ 1 Consider Slenderness = No 07/31/2012 03:35:31 PM Page 5 of 11 \\PEANASV2\Pool\Projects\2012\0609-12 Post On Bond Beam\Final Report.pdf ©Pool Engineering, Inc. 2012 Section Diagram Cord -Y Cross-section Shapes Shape Width Height in in Rectangular 24.000 24.000 Shape 40.00 Rebar Properties 3.000 Sr.No Designation Area Elasto-Plastic in^2 1 #4 0.20 2 #4 0.20 3 #4 0.20 4 #4 0.20 5 #4 0.20 6 #4 0.20 7 #4 0.20 8 #4 0.20 8-#4 40.00 Total Area = 1.60 Steel Ratio = 0.26 Basic Section Properties: Total Width = 24.00 Total Height = 24.00 Center, Xo = 0.00 Conc Fc S/S Curve Rebars ksi 2.500 ACI -Whitney Rectangular 844 Cord -X Cord -Y Fy S/S Curve in in ksi 3.000 3.000 40.00 Elasto-Plastic 3.000 21.000 40.00 Elasto-Plastic 21.000 21.000 40.00 Elasto-Plastic 21.000 3.000 40.00 Elasto-Plastic 3.000 12.000 40.00 Elasto-Plastic 12.000 21.000 40.00 Elasto-Plastic 21.000 12.000 40.00 Elasto-Plastic 12.000 3.000 40.00 Elasto-Plastic in A2 07/31/2012 03:35:31 PM Page 6 of 11 \\PEANASV2\Pool\Projects\2012\0609-12 Post On Bond Beam\Final Report.pdf , ' ©Pool Engineering, Inc. 2012 Center, Yo = 0.00 in , - X -bar (Right) =,12.00 in .. X-bar(Left) •• = 12.00 in Y -bar (Top) = 12.00 r in Y -bar (Bot) i, = 12.00 in j - Area, Ar' = 616.32 ` in .. �;. _ '• Inertia, Ixx = 2.96E+04 `in^4 +, i t r ` Inertia, Iyy = 2.96E+04 �in^4 Inertia, Ixy = 0.00E+00 in^4, + r Radius, rx - =6.928 in,--, ky�3 Radius, ry T = 6.928 +'in Simple Loads y , } ,�� t >r '; > . K Y • �, � - • • _ L ' ' ' '`+ =Final Designfoads Sr.No Combination Pu Mux -Bot Muy-Bot Mux -Top Muy-Top , y kip k -ft i `• k -ft, ' k -ft .. ^' -ft r ",k 1 Combination1. 9.32. 39.06' 0.00' 39.06 0.00 _ Result Summary + Sr.No Combination =: Pu (kip) Cap. Ratio-Bot�;Cap. Ratio- •'''Remarks Top 1 Combinationl 9.32. 0.654 0.654• Capacity OK .S�i �(.. ' •. . .•.... _. • r i.E �f. -"f'1 . •.LSA f-k�— .• • - • I 14 a i .` ,,�� : .. 1•+{ - -t �' r. t _ r .. .. ' t x'.14 � • n � - by - • r ." <.t°, • _ ., 07/31/2012 03:35:31 PM ` Page 7 of 11 \\PEANASV2\Pool\Projects\2012\0609-12 Post On Bond Beam\Final Repor't.pdf ,, -` -r.. '' : ,n ©Pool Engineering, Inc. 2012 ,,` , )esigner: C.J.B. Pool Column Job No: 12-OGO� Pool Column Footing Properties (eccentrically loaded) : df := 12in depth of ftcJ wf := 74in width of ftg If := 74in length of footing hf := Oin heel distance Af := wf•lf area of ftg Wf := 8, Af•df Wf = 5704.167 lb self -weight ftg Pool Column Footing Analysis: kern := if _ 6 kern = 12.333•in Paxial := PDL + We Paxiai = 6725 lb axial dead load on footing Rf := Paxial + Wf Rf = 12429 lb total resultant force Mo := Me + Ve (DP + df) Ma = 29700 lb -ft overturning moment 'Yp•(DP+ df)3•wc r wet Rf 1Mrl := 6 + Paxial'hf+ 2+ Wf•I Mrt = 47180lb- ft resisting moment for loading out of pool Mr2 := Paxial'(if – hf – 2cJ + Wf•I 2J Mr2 = 52334lb-ft resisting moment for loading towards pool rr r 1l 3 MS := ma Paxial•L2 – 12e + hf)J – ryP (DP 6 af) we , Oft lb MS = O lb ft static loading moment VERTICAL SOIL PRESSURE DISTRIBUTION: M5 OB := DP-Yw OB = 374.4•psf overburden weight of := 12of = 0 -in < kern = 12.333•in Rf := Rf +PLL q, + OB q, = 767•psf < q = 1500•psf Vertical_ Soil_ Pressure = 'PASS" `'`'f''f TRIANGULAR SOIL PRESSURE DISTRIBUTION (loading out of pool): M11 – Mo if If XRx = 16.876•in of := 2 – x of = 20.124•in a := 3. 2 – of a = 50.628•in f 2-Rf Rf 6 efl if e > kern: q2:= if e < kern: q2 := 1 + — a-wf If-Wf If condition = "e > kern" Therefore, q2 = 955•psf max sod pressure 4 qa := 3 q % = 2000•psf > q2 = 955 •psf Lateral—Soil—Pressure = 'PASS" TRIANGULAR SOIL PRESSURE DISTRIBUTION (loading towards pool): 1 X:= := MrzMo x = 21.852•in of := 2 — x e f = 15.148•in a := 3•�2 – ef/ a = 65.556•in R f 2-Rf Rf 6 efl if e > kern: q2:= if e < kern: q2 := 1 + — a•wf If•wf if condition = "e > kern" Therefore, q2 = 738•psf Max sod pressure 4 qa :=3 q % = 2000•psf > q2 = 738•psf Lateral–Soil–Pressure = 'PASS" CHECK OVERTURNING: 0.9Mri = 42461.562 lb -ft > Mo = 29700lb- ft Overturning, = "PASS" 0.9Mr2 = 47100.312 lb -ft > Mo = 29700lb. ft Overturnin92 = "PASS" 07/31/2012 03:35:31 PM Page 8 of 11 \\PEANASV2\Pool\Projects\2012\0609-12 Post On Bond Beam\Final Report.pdf ©Pool Engineering, Inc. 2012 ZLOZ`aul '6614e1,116u3 loodp ;pd jjodaa 1eUld\wea8 PuoB uO lSod Zl 6090\ZIOZ\saoafojd\lood\ZASbNb3d\\ L ;o g agedte Wd lE SE E0 ZIOZ/L£/LO -'WOJdOg -W3 '0.0 'u!b S dV8 b#,. = DNID'dOd - .:H L-JVg WO-dd '2i IO 'ui£ 9NI02IOJMaW /M JNIiOOA N0114JL 'u�Z i x JNO'I 'ulbL x MAN 'u►bL � = 9,LaNDN00 ..?IO s► eaiV [aajS uinunxeyVwnwiuryW„ luowannbag-laajS lemxa[j umunu[w I •,c I •,c eaTe 1004s wnuaiuiw u[ L£Z £ = mw sV s p•3n�•�--joz3 ` 3xew,=: urn, sV t ` b00.0 + °3 Ili 1l .. ea.Telaals wnwixew'.• u[•i£S'Zi =xew sV' p:3h.� — 16•S8'0J = ?E1° SV ., Z s n. a� :ea.[y:IaalS wnwixeln[ nwiuin �loag0 ,;s[s,C[eue �gpai►nbal'jeq, uei�I .[a3eaT2 pi[q�'auo aseai 3z s�;, _. juaTz[aoio3u►ag a[�suaZ SSVd = �6edeO-auawoW 8'4l SOS�bSZ£S = ,oDY�I .' 8 91 b£0'60088 °y\I� , y'PJ [3 sb' 3 $ _ uw\ `~ ,SSVd,. _. �ipede0-[eagS �g[ OZ£6 = °d' .; < Q[ S`Z9S8b;= OAS p,3,�.g o • Z's$ _: A4)' a I 7e 6u14004 ui Iuowow'u6isap pa,Toloeh } alewil. 8•Q[ SOS•bSZ£S = any , 1 + 1Z =: any 6uiqoo4 UO pe leixe a ewilln .`:,� ` 91 OZ£6 "a', Z�d,S-0 + leixed•Z,I n a t , 6uiloo} uo luauaow alewilln ' 8•gi•OOL6Z nWi r (3p + dQ1;3A +3W nye _ U. irgulpeol .Toloe} uoilDnpa.[ ggI?uaaqs palsnfpe 6'0 = JA ogwauz pall611uo3uO!sual„ =1oago,, uie.Tgs 011sua4 .lain ZZO'0 sixe Jealnau of a5uelsip u►•8S0'T o„ o JooIq ssa,[Is �ejn6ueha�.lualinin6a UI-668-0 = e e •,-, • ,z. a {`'.{ ♦, ,j � s r �� � r • 1 papino,�d laals 40 epi, e, u[•b£S'£ = 'Vs,egoN• sv .� i Z�.ZgPu 6uiloo} ui s.Teq }o # Ie o ,.gl, _rs,egoN T .+ ds )1!30 sego s ,gliea wo.[3 iealo •ui£ 26,olpjuia21 gjdap-ania03l3a uT SL'8 = P. }uiaJ 04.9oue.JeaP uT£.;=: [[o u[`ZI-)loigj ouoo 3p =: )IoTgimoo 1004s }o ylf6uaJls plaiA isd•OOOOb = T3 g t r '.,laals 'fuia./ }o •eip u[•S•0 = qP ape.[6 laals }uia[Ob.= 2IrJ Jul 10 6uioeds:,4 u[y-=`• dS '}uia.i }o aZis b =: MEI r • �. _ _ ..,,.: , , , . - :sail -h * '�`po4la W, u6isa 6uaTIS Pgewi u iea Iejnxa a a �o 04l ll( 6090..01 :ON qoC . , uwnjo: look .9•f•0 :,[au6ispa Designer: C.J.B. Pool Column Job No: 12-0 Pool Column Footing Properties (centered) : df = 12 -in depth of ftg wf = 74 -in width of ftg If = 74 -in length of footing Af := wf•I f area of ftg Wf := 8, Af•df Wf = 5704.1671b self -weight ftcg Pool Column Footing Analy5i5: kern := If- 6 kern = 12.333•in Paxial := PDL + We Paxial = 67251b axial dead load on footing Rf Paxial + Wf Rf = 124291b total resultant force Mo := Me + Vv- (Dp +- df) Mo = 297001b•ft overturning moment 1 Mr:=.(Wf+ Paxial)' 2 Mr= 38323Ib•ft re5i5tmg moment VERTICAL SOIL PRESSURE DISTRIBUTION: 013:= DP• Yw OB = 374.4•psf overburden weight := R W PLL qt + OB q, = 767•psf < q = 1500•psf Vertical—Soil—Pressure = "PASS" Wf-If TRIANGULAR SOIL PRESSURE DISTRIBUTION: 1 of := o of = 28.674•in a:= 3•I 2 — efJ a = 24.977•in Rf 2'R£ Rfr 6'e£1 if e > kern: q2:= if e < kern: q2 := 1 w 1 + a wf If-Wf f 1 J condition = "e > kern" Therefore, q2 = 1937•psf max Soil pressure 4 qa := 3 q qa = 2000•psf > q2 = 1937•psf Lateral—Soil—Pressure = "PASS" CHECK OVERTURNING: 0.9Mr = 34490.9371b•ft > Mo = 297001b•ft Overturning, = "PASS" 07/31/2012 03:35:31 PM Page 10 of 11 \\PEANASV2\Pool\Projects\2012\0609-12 Post On Bond Beam\Final Report.pdf ©Pool Engineering, Inc. 2012 z Designer: C.J.B: _ ' Pool Column ' Job No: 12-0609 Concrete Flexural Design ,- Ultimate Strength Design. Method • `� ' ' '' Properties: s + h - Y Bar := 4 Size of reinf. SP := 4m ' , Pacincj'of reinf. ..GR,: = 40' ' remf. steel grade ` - db = 0.5 -in dia. of reinf. steel fy = 40000 -psi., yield strength of steel cone thick df cone thick 12. in clr 3in iclearance to remf. d = 8 75�in effective_ depth = "Reinforcing 3in. clear from earth" '' + „ T F. ,wf — 2•clr —,db Nobars := "cei + 1 Nobars = 18 total # of bars in footing SP ) As = Nobars' As 3.534 -in, -area of steel Provided } 4 As - a fy ,a�= 0.899 -in ecluivilent rectangular stre55.block � c a c = 1.058 -in distance to neutral axis . 0.85•f,. wf d—c Et := Eu.. het = 0.022 net tensile Strain check "tension -controlled member (�'f = 0.9 c adJu5ted strength reduction factor Loading 3 i ' _ J `;• �, , 1 — 25. in Mu M, + V, -(D, + df) . Mu = 29700 -lb -ft ultimate.momeht on footing , Pu := 1.2•PaXial + 05PLL ' Pu =,9320 115 ?' ultimate,axial load -on footing' Pu. 12 2.lvlu i J. 'Muu:= +.' Muc 23347.41 lb ft',! (ultimate factored design moment,m footing ` 21f 1f. - IF 3 Strength Check. 3• y ?:� , r j , 4)V := 4s•2• f� wf•d �Vu = 481562.5,'W >"' Pu'=,�93201b , ` Shear Capacity = "PASS" - al =•tip _+ t. k , ` r }.k �„ t. — W. _= Vf•As fy•rd 7 —1 > Wn 88009 034lb'•ft >' Mue 23347 41 lb�ft , 'Moment Capacity "PASS" `r2 ;, r �. - r' Tensile_ Reinforcement= "is at least one third greater than that required by a"nalysis". Check Minimum/Maximum Steel Area: . As max — 10.85• pi c u 1 wf d As_max t 12.531 int maximum steel area fy Eu + 0.004'J. s ,r 3 t,f� 200 f w As_n;;n := max f L f .L wf d " AsF_roin = 3.237 n -•� minimum steel area ' Y Y Minimum_ Flexural Steel Requirement="Minimum/Maximum Steel Area is OK" ' CONCRETE = "74in. WIDE x 74in. LONG x 12in. THICK FOOTING w/ REINFORCING 3in. CLR. FROM EARTH" - REINFORCING = "#4 BARS @ 4in. O.C. E.W. @ BOTTOM." ` • i , ' •�'� fir.' r ~ r� '... , s-rj N "�, tri "" •' .. ,.. - • _ r 07/31/2012 03:35:31 PM Page 11 of.11 \\PEANASV2\Pool\Projects\2012\0609-12 Post On Bond Beam\Final Report pdf' r @Pool Engineering, Inc. 2012 1*51 rry , s Bin # City of La Quints Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Pefmit # d' Project Address: J 3 — f Owner's Name; A. P. Number. Address: o Legal Description: City, ST, Zip: 37ry I Contractor: CJ S Telephone: , :.; .. W>,., iaa,'• Address: - 6 Project Description: S City,'ST,.Zip: ",. C�. l 1, Telephone: -34-360 State Lic. # : y6-1 % Arch., Engr., Designer. . :.. f . city tic. #: 3 Address: City.; ST, Zip: Telephoner State Lic. #: • • ..�.Project Construction Type: Occupancy: tYPa ci.rcle one): New Add'n Alter. Repair Demo Name of Contact Person: Sq. Ft.: #Stories: #Units: Telephone # of Contact Person: Estimated Value of Project: arw APPLICANT: DO NOT WRITE BELOW THIS LINE tl Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted6/0 Item Amount Structural Calcs.. Reviewed, ready. for corrections Plan Check Deposit. Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans.picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review; ready for correctionslissue Electrical Subcontactor List Called Contact Person Plumbing, . Grant Deed Plans picked uP S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE: '"' Review, ready for corrections/issue Developer Impact Fee' Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr X + Date of permit issue School Fees Tgtal.Permit Fees 4-ep S114