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11-1072 (RPL)P.O. BOX 1504' 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/24/11 ipii C. NC.: 348768 C7 1_0_0001072 WORKER'S COMPENSATION'DECLARATION Application Number: Owner: Property. Address: 80325 VIA PESSARO VILLANUEVA FAMILY TRUST APN: X777-180- - - - 3807 42ND AVE NE Application 5 ptlor�� {�OQW-Y� hESIDE IAL SEATTLE, WA 98105 Property Zo ing: viNinla4w RESIDENTIAL ate;// tractor: Application alu issued. have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor AA7P7�AA0,,00 a0zU li t! i" Code, for the performance of the work for which this permit is issued. My workers' compensation Contractor: Applicant: ((, (1. rchitect or Engineer: WESTERN POOLS U P.O. BOX 5328 v LA QUINTA, CA 92248 (760)200-4777 construct, alter, improve; demolish, or repair' any structure, prior to its issuance, also requires the applicant for the VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/24/11 ipii C. NC.: 348768 LICENSED CONTRACTOR'S DECLARATION .. WORKER'S COMPENSATION'DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of 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 ' License Class: C53 icense No.: •348768 for by Section 3700 of the Labor Code, for the performance of the work for which this permit. is ate;// tractor: issued. have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor ,00 i" Code, for the performance of the work for which this permit is issued. My workers' compensation OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of*perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 1270996-2011 following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to ". _ 1 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 so as to become subject to 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 rl and agree that, if I should become subject to the workers' compensation provisions of Section - License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Cod'eMih comply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by//®,�/any 6 applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ate: ant: 4 _ (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and KRETO • the structure is not intended or offered for sale ISec. 7044, Business and Professions Code: The _ WARNING: FA ECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State. License Law does not apply to anowner 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 DOLLARS ($100,000).' IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intendedoroffered for sale. If, however, the building,or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEWS FEES. , one year of completion, the owner -builder will have the burden of proving that he or she did not build or - - - - improve for the purpose of sale.).- 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 a permit 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, (_ 1 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 Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: . r Lender's Address: C LQPERMIT performed under or following issuance of this permit. 2. Any permit issued. as a result of this application becomes null and void if work is not commenced within 180 days rom date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. _ I certify'that I have read this application and state that the above information is correct. I agree to comply with all , city and county'ordinances and state laws relating to building con u tion, andhereby authorize representatives of this�,,r, n the above-mentioned propert t' rf` o ate: �ture (Applicant or Agent) N Application Number . . . . 11-00001072 Permit BLDG POOL PERMIT Additional desc . " Permit Fee i . . . 536.00 Plan Check Fee 348.40 Issue Date. Valuation 77000 Expiration Date 4/21/12 Qty Unit Charge Per Extension - BASE FEE 414.50 27.00 4.5000 THOU •BLDG 50,001-100,000 121.50 Permit MECH POOL Additional desc . Permit Fee 26.00 Plan Check Fee 6.50 Issue Date Valuation 0 Expiration Date 4/21/12 ,Qty Unit Charge Per Extension BASE FEE _ 15.00 t 1.00 11.0000 EA MECH FURNACE >100K 11.00 ----------------------------------------------------------------------------- - "Permit ELEC POOL PERMIT -RES Additional desc Permit Fee 45.00 Plan Check Fee 11.25 •' , Issue Date Valuation 0 - ' Expiration Date 4/21/12. Qty Unit Charge .Per Extension BASE FEE 15.00 1.00 30.0000 - ..- - - - - - -.- - - - - - ------ -------- EA ELEC PRIVATE SWIMMING POOL.' - - - - -.- - - - - -------------- 30.00 M . _ - _ _ _ _ _. _ y - - Permit - -PLUMBING . Additional desc . Permit Fee 39.00 Plan•Check Fee .. 9.75 Issue Date . . Valuation . . . 0` Expiration Date - 4/21/12 Qty. Unit Charge Per Extension �x BASE FEE .15.00 3.00. 6.0000 EA PLB FIXTURE 18.00 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, POND (MAX. 1811DEEP). LQPERMIT Application Number . . . . . 11-000010.72 ---------------------------------------------------------------------------- Special Notes and Comments ALARMS/BARRIERS SHALL BE IN PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED. 2010 CODES. ---------------------------------•------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 3.00 Fee summary Charged Paid Credited Due Permit Fee Total 646.00 .00 .00 646.00 Plan Check Total 375'.90 .00 .00 375.90 Other Fee Total 3.00 .00 .00 3.00 Grand Total 1024.90 .00 .00 1024.90 LQPERMIT - YO UNG ENGINEERING NER VICES' . `•" 71=780 San Jacinto Dr:, Ste: E2 Rancho Mirage _. _.. Ca: 9227,,0 ph (760) 834-8860: faz (760) 8344861 - Letter of Transmittal To: City of La Quinta Today's Date: 10-20-11 78-495 Calle Tampico City Due Date: 10-20-11 La Quinta, CA 92253 Project Address: 80-325 Via Pessaro Attn: Kay Plan Check M 11-1072 Submittal: ® - "1St ❑ 4m r, ❑ 2^d .. El5�h - ❑ 3�a _❑ Other: We are forwarding: - ® - By Messenger' ❑ , ' By Mail (Fed Ex or UPS) ❑ Your Pickup ' - s f - Includes: # Of Descriptions: ":Includes: # Of Descriptions: Copies: Copies: ® 1 Structural Plans ❑ ` a Revised Structural Plans ® 1 Structural Calculations ❑ j Revised Struct. Calcs ❑ Truss Calculations ❑ Revised Truss ❑ Soils Report ❑ F Revised Soils Report ❑ Structural Comment List ❑ Approved Structural Plans .' ❑ Redlined Structural Plans ❑' Approved Structural Calcs ❑ Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ® Other: 1 Comments: Structural content is approvable. ' This Material Sent for:' ' ❑ Your Files ® '' Per Your Request ❑ ' Your Review . - ❑ 'Approval 3 ❑ Checking. ❑ '-"At the request of: Other: ❑ , By: John W. Thompson ' Rancho Mirage Office: ® (760) 834-8860 Other: ❑ U-UN 1-tive .. t I i F v9 It vil V0 r b nll-1R c I. 090 E . 'ON WOUa039 nO -I H03 i r WdAnO 1 ji x.. 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I 12'-1" .fl n. w flT, i ---- - 1 - STOR- - - ------ ------ ------ —�------- ---- -------- - 1 10 , 10' 6 FA - ==_ , +6' .:i� PA .....-... jV RD_ b -- -- XISTIN a OLIVE �'' MASTER SUITE a -------- - -------- - - - --------- r.::EMXU AK• > i " a r O 8 3 b b„ r .>, s GF , A. b ---1 M5 5 5 1 GRAVEL — PATH OUTER LIVING L : OFFIC_ � ` � ,.. - �-� . ►/ \\I � .. ,9 I r, 1 � >��. �..o s���' � V ,.. �� � � A int .; . � • f _ � �,r�.. , y 4 ' ,y.,�,J4�x'f ." f tient: f project: Address: Job: 5 Western Pools (760) 200-1110 VILLANGEVA S1'A 80 325 jTi a pessa ro The Hideaway La Qu i nta 11-166 ii October 2011 STRUCTUR -EAS ? DEINISE K.1 X7.7725' •EN'FIEL[ 'TE t'.'(7,"0� i772-441 • drpfly fig ,wa "v. • :it Irl. a s t 4����::j•� I CITY OF LA F ' UINT BUILDING & SAFETY DEPT. -_ APPROVED FOR CONSTRUCTION DATE �afel ll Cpl cE F"Pj0 1 2 2011 VIL ENGINEERING LT IER, INC. 0i, STE. #130 ` , CA 92211 =AX (760) 772-4409 :)I:com � ✓ -�I 'tel �\ 1��� '�1�-"I � • • i\• _ • ../7 �7 • n • �_-- -- BY D SCP. DATE 10/1, VI LLANL EVA a 77725 Enfield Lane, #130 REVISED 80-525 Via Pessaro Palm Desert, CA 92211. La Quints PAGE_ (760) 772-4411 FAX. (760) 772-4409 The Hideaway OF��/ drpfly@aot.com PROJECT: AE5TERN QOOL5 i840c1 Darby Road E Bermuda Dunes, GA 92204 (160) 200-1110 STRUCTURAL 0ALGULAT10N5 E51GN AND DETAILING OF: I. Check surcharge load on Spa adjacent to grade beam 2. Design free-standing Spa adjacent to grade beam. 2. Prepare Detail "A": Raised Spa IT 15 THE FULL INTENTION OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO THE CALIF. BUILDING CODE, 2010 EDITION. THESE CALCULATIONS SHALL GOVERN THE STRUCTURAL PORTION OF THE WORKING DRAWINGS. WHERE ANY DISCREPANCIES OCCUR BETWEEN THESE CALCULATIONS AND THE WORKING DRAWINGS, THE ENGINEER SHALL BE NOTIFIED. IMMEDIATELY 50 PROPER ACTION. MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED ARE FOR THE ANALYSIS AND DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. THE ATTACHMENT OF VENEER AND NON-STRUCTURAL ELEMENTS 15 THE RESPONSIBILITY OF THE ARCHITECT, UNLESS SPECIFICALLY SHOWN OTHERWISE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR: WORK NOT A PART OF THESE CALCULATIONS NOR FOR INSPECTION TO ENSURE CONSTRUCTION 15 PERFORMED IN ACCORDANCE WITH THESE CALCULATIONS. 5TRUCTURAL OB5ERVATION OR FIELD INVESTIGATION SERVICES ARE RETAINED UNDER A SEPARATE CONTRACT. A 2001 Int'l Building Code 2010 California Building Code SOILS INFORMATION NO SOILS REPORT PROVIDED; USE GBG TABLE 1806.2 FOR MINIMUM VALUES. OWNER/ CONTRACTOR ACCEPTS ALL LIABILITY FOR COMPACTION AND SUBSIDENCE OF UNDERLYING SOILS. 501L CLASSIFICATION- = SAND, SILTY SAND MAX. 501L BEARING PRESSURE 1500 P5F PA551 VE PRE55URE = 150 PSF/FT. Q � COEFF. OF FRICTION = 0.55 R PO�r NO -33446 WATER PRE55URE ,. Exp. 6 -30 -12 - DENSITY = 625 PGF (Sea Level) `10C1� V P r CONCRETE (GUNITE) 5TRENGTH 0 f F f'.c = 2500 PSI 28 -Day Compressive Strenggth TYPE 11 GEMENT, 0.50 Max. Gement/Water 010 STEEL F y = 40 K51, Grade 40, ASTM A615 IT 15 THE FULL INTENTION OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO THE CALIF. BUILDING CODE, 2010 EDITION. THESE CALCULATIONS SHALL GOVERN THE STRUCTURAL PORTION OF THE WORKING DRAWINGS. WHERE ANY DISCREPANCIES OCCUR BETWEEN THESE CALCULATIONS AND THE WORKING DRAWINGS, THE ENGINEER SHALL BE NOTIFIED. IMMEDIATELY 50 PROPER ACTION. MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED ARE FOR THE ANALYSIS AND DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. THE ATTACHMENT OF VENEER AND NON-STRUCTURAL ELEMENTS 15 THE RESPONSIBILITY OF THE ARCHITECT, UNLESS SPECIFICALLY SHOWN OTHERWISE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR: WORK NOT A PART OF THESE CALCULATIONS NOR FOR INSPECTION TO ENSURE CONSTRUCTION 15 PERFORMED IN ACCORDANCE WITH THESE CALCULATIONS. 5TRUCTURAL OB5ERVATION OR FIELD INVESTIGATION SERVICES ARE RETAINED UNDER A SEPARATE CONTRACT. A o the.,f Ly" Q bvcth P4' BYi2ge DATE I VILLANUEVA g 11-1(o(; 77725 Enfield Lane, #130 REVISED 80-525 Via Pessaro Palm Desert, CA 92211 La Qulnta PAGE (760) 772-4411 FAX (760) 772-4409' The HICdecmay OF�Z drpfly@not.com PROJECT: WESTERN POOLS 1540q Darby Road Bermuda Dunes, GA 82201 (-7(00) 200-1110 a BA515 OF DESIGN CODE INTERNATIONAL BUILDING CODE `(IBC), 200q EDITION CALIFORNIA BUILDING CODE (OBC), 2010 EDITION INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS STEEL MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DE516N (AISO) THIRTEENTH EDITION, AMERICAN- INSTITUTE OF STEEL CONSTRUCTION CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (AOI), ACI 515-06 AMERICAN CONCRETE INSTITUTE WOOD NATIONAL DESIGN OF SPEOIFIGATION5 FOR WOOD CONSTRUCTION.(NDS) AN51/NFoPA, NDS -2005 EDITION, NATIONAL FOREST PRODUCTS A5500IAT10N FACTORED LOAD COMBINATIONS FOR REQUIRED 5TREN&TH DE51614 AGI 518-05, APPENDIX C - Alternate Load and Strength Reductlon. Factors U= 1.4D + I.7L + I.-TH (EQ. C-4) (WHERE H=LATERAL EARTH) U= O."15 , (1.4D + I. -IQ + .I.OE) (EQ. O-2) (WHERE E= EARTHQUAKE) the, L'L ttredd BY pRP DATE I411 JOB # 11-1 77.725 -Enfield Lane e40 Unit #130 Palm; Desert, CaGfomia 92211 CKD DATE PG _ (760) 772-4411 0 FAX (760) 772-4409 '/ drpfly@aol.com OF —" PREPARED FOR: .S� N55 8x8 x /z - �, ,� +, I l`gY • o11�ER5� iI -1014 iw,s,10 2—(v$. — -Ie713 �3-v�R7, ai' - - W�t�t�' - I o►2 F.S*.10114q i se �2 GURYLaItJS) �i SI�lPf9t1 -1011 � .r ; • �I i I • - � � . �' - • � # . ,< . _ � -loci 3 12• WD. r IY DP. TIE CONE. COL TO 12" wD. r 12" OP. ./ 1 •STD. 1._70 caaoE BM SITE RETa.m 4X11 GRADE tpl . (x) e 4 TOP a 8077. 21 eAIcs TOP n BOTT. FO1 i i OONC. I I 24" SO. cont. Cm.. 48•L _ •- _ J L _ OP../(4)e5 VETT. can e � J I TIES o 8" o c. (TIE SITE eA 5 11FX 12.10 40' W. r aB" LONG COLIC. I 40" RETAIMNC Wal TO COL) ./ IJy' STD. 20-3 Pal (DEPTH PER DETAIL I PAD 17 - 17)l 17 BA/16XI) deo Bat$ O 12• --'- FDl ryFDI FOl 17 o.c. E/W O TOP a BOTTOM _ II _--_I ' &V FD1 0+ + FDI meg+ —FDI ,�+ IS• WD.. 1B• OP. .Z• ? r� y^+ MADE 11TH ./ -----� , (3) / 3 TDP e. BOTT. I Oct: — ------------ ----- — -- -- --- ' — BO/BAR .y,--------- ----- --- ------------- —1— f I I I L--- � m40• r 48• i II NI• — I ,B Nc. VAD (DEPTH i FDI o°4 PER DETAO. WI4XI) FDl STEEL ONI i /114 BMS O 12• CONC. WALL I I E/W O TOP a 80770TH I 4 24• SO.. 12. OP. ) 1++ 30• SO. r 12" CONC. PID r/ 2-/4 I OP. CONC. Pa) E/W O BOTTOM 8 ` 1 / 2-14 E/W FDI I ` o sonoM ; I Fm I STEE1T ME w I I caNc. wAu I ., n-----� < `� OUTER LIVING CONC. c I I I 4 — - 1 CS; OFFICE Q I II L---------- 1 --- A i.. OFOI 61 I MORNING Pe J < - -- - Tor e, WuoDLl ROOM , �\ 1 i - ' 6 z I 2 FD1 ` .._-_ FDI DAWN PLANTER — r--- r_ IT vesnBLILE f J SO. r 12. OP.1 J 1 I ( CONC. PAD r/ 2-/4 Y 3- s 3- 8 \ E/w o BOTTOM I , --- Lim I 1 I I FAI340 HAL 42• SO. r 12" OP. CONC. PAD ./ 3-04 I ; I 1 E/W O BOTTOM I < L_---- ------ MIL'Lf. ` -- — --- — ------ i I Ar.A EQUIP. I ICE' UTLER'S PANTR L J I -------- DIRTY KITCHEN LOWI 1 U U �CLQSEJ Fpt I GREAT ROOM I� KITCHEN 1 I:VO U I Off. FOI ` I • IPOWOEF fmRTW : ti".% o z n a s —ri— — i— — DOU NUTS C _ w/2. 'z2.5'xt/4' o — — — — �— AS6 TEEL WASHER A ESI FME ESI/FME 4 ADD -016A 17 STEEL TUBE COL TO FOUNDATION CONNECTION 1 EXTERIOR HOLDC `^^^ BEND BAR 24" SEE DETAIL 1 FOR INTO SLAB REPETITIVE INFORM A ION 5 10 I ❑ i I 1. (5) CONT. #4 BARS AS SHOWN 8" CONC. STEM 2. 14 VERT. & HORIZ. BARS ® 18" O.C. f c=2500 PSI 2 3, PROVIDE DRAIN PER SOILS REPORT — S PER I• •i 4. FINISH GRADE P 3' CLR 3' CLR. 5 SLAB PER FOOTINC >1 6. �) ,'o� 7. BEND BAR INTO FOOTING 2 18" CONC. i 8. 04 BARS 0 18" O.C. STEM • 3 9. COLD JOINT a.. •I 10. HSS 4x4;Yq STEEL TUBE WELOED TO q 4 I• •i STEEL COLUMN S 6 SI/FME 30" CENTER ABOUT STEMESI/FME 30" I, GARAGE BEND BAR 24' INTO SLAB 5 CC. ^� 7 8 CENTER ABOUT STEM 18 < EXT. RTW EXT. RTW 2 SEE D R -�+•., IT E INFO :F _1P4AS1:n 3:L` ?S._._- iFON-0ON-0 31 I 11 EXTERIOR FOOTING I r A 1. Steil Col. (See Plan) HDU2 5 8' 3075 Iba 19" 6' 19' 6 _ I TYP.' /4 2. 1155 4x4iY4 Steel Tube Welded HOU4 HDT4 RIA' 4400 Ibs Ibs 19 6' y4�STEEL to Steel Col. �1' 16 HRa 5 8' 22 HTTS 5 8' 3610 4165 Ibs 19" 6' BASE PLATE 3. %- Dia. x 7 Y2 Long Nelson DUB 7 8' 6970 Ibs 33' 9 a N Studs 0 12' O.C. Welded to HDO6 7 8- 7630 lbs 33' 9' — Steel Tube 11 1' 9535 lbs 33" 10' 1 - 4. 12'06' Steel Base Plate. )4 HD 14 1' 14121 Ibs 30' 10' --. 3 TL 1b_�L Thick w/(4)1'0 x 12" Long BOLTS A307 A.B.'s DBL. Nutted. min.= 2,500 psi Z I Values ore ASD •i Tap of 1 Vert. & Horiz. Rebars Conc. Slab for Conc. Wall & Footing 1-3/4' Not Shown for Clarity OLD JOINT Top of® 2 -POUR Conc. 1/4' U 2 ;71— REBARS SEE 6.• DETAIL 18/FD1 II 16' o I0 3 6 WHERE 2 2 OCCURS o z n a s —ri— — i— — DOU NUTS C _ w/2. 'z2.5'xt/4' o — — — — �— AS6 TEEL WASHER A ESI FME ESI/FME 4 ADD -016A 17 STEEL TUBE COL TO FOUNDATION CONNECTION 1 EXTERIOR HOLDC `^^^ BEND BAR 24" SEE DETAIL 1 FOR INTO SLAB REPETITIVE INFORM A ION 5 10 I ❑ i I 1. (5) CONT. #4 BARS AS SHOWN 8" CONC. STEM 2. 14 VERT. & HORIZ. BARS ® 18" O.C. f c=2500 PSI 2 3, PROVIDE DRAIN PER SOILS REPORT — S PER I• •i 4. FINISH GRADE P 3' CLR 3' CLR. 5 SLAB PER FOOTINC >1 6. �) ,'o� 7. BEND BAR INTO FOOTING 2 18" CONC. i 8. 04 BARS 0 18" O.C. STEM • 3 9. COLD JOINT a.. •I 10. HSS 4x4;Yq STEEL TUBE WELOED TO q 4 I• •i STEEL COLUMN S 6 SI/FME 30" CENTER ABOUT STEMESI/FME 30" I, GARAGE BEND BAR 24' INTO SLAB 5 CC. ^� 7 8 CENTER ABOUT STEM 18 < EXT. RTW EXT. RTW 2 SEE D R -�+•., IT E INFO BrDRP DATE .jos V U LA -W u 9�VOx- # 0-1 77,M &Q00 law 0 elate>l:� r Palm Desert, Cafrforr is 92211 CKD DATE PG (760) 772 411 • FAX (760) 772-1409 I n - drPtly@Nool.com OF _ PREPARED FOR: ti ��•DAYS Fy 14, o V-41 1,4- w ( o2coo co".' .r 1'7 v_ 2iL�.5•12��•�,s►1�>� cp.�21��`�?,5K-�1� 0r�4/-1. 68 zoo f 5 aroo-.J ,obi�l r 1. �aoFN4 �' 0.11 ,4A+ �..ie")/ ':`/', 4 lJ ✓ VI C/�'1. Q/ ! 7. L 11 The Flying Buttress Title SPA WALL Page:9 Structural and Civil Engineering Job # 11-166 Dsgnr. DRP Date: OCT 10,2 1 Z 77725 Enfield Lane, #130 Description.... Palm Desert, CA 92211 DESIGN FREE-STANDING SPA ADJACENT TO GRADE (760) 772.4411 FAX (760) 7724409 This Wall in File: c:lusersldeniseldocumentslretainpro9lvill Retain Pro 9 ©1989 - 2011 Ver. 9.24 8165 Registration alt: RP -1138265 RP9.24 Cantilevered Retaining Wall Design Code: CBc 2010 Licensed to: FLYING BUTTRESS Criteria 833 psf OK Retained Height = 3.50 ft Wall height above soil 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Surcharge Loads 833 psf OK Surcharge Over Heel - 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning 1,166 psf Axial Load Applied to Stem -� Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 Itis Axial Load Eccentricity. = 0.0 in Design Summary Sliding Calcs (Vertical Component NOT Used) Wali Stability Ratios 632.8 lbs Overturning = 7.84 OK - Sliding = 1.63 OK Total Bearing Load = 2,949 Itis ...resultant ecc. = 5.07 in Soil Pressure @ Toe = 833 psf OK Soil Pressure @ Heel = 290 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,166 psf ACI Factored @ Heel = 406 psf Footing Shear @ Toe = 0.0 psi OK Footing Shear @ Heel = 1.3 psi OK Allowable = 75.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 632.8 lbs less 0 % Passive Force = - 0.0 lbs less 100% Friction Force = - 1,032.1 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Soil Data Lateral Load = Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 62.5 psf/ft Toe Active Pressure = 0.0 psf/ft Passive Pressure = 150.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf FootingIiSoil Friction = 0.350 Soil height to ignore Z 0.20 �F�, for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom 0.00 ft The above lateral load Wall to Ftg CL Dist = has been increased 1.00 by a factor of Base Above/Below Soil Wind on Exposed Stem = 0.0 psf Adjacent Footing Load Adjacent Footing Load 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil Thickness = = at Back of Walt 0.0 ft Poisson's Ratio = 0.300 fi Modular Ratio'n' Stem Construction Building Code Top Stem Short Tenn Factor Design Height Above Ft9 ft = Stem OK 0.00 1.400 Wall Material Above "Ht" = Concrete Live Load Thickness = 12.00 = Medium Weight Rebar Size = #4 Z 0.20 �F�, Rebar Spacing = 12.00 • �s Rebar Plaoed at = Edge V tatty,. * 3 \t&4 r. ar co k0.`, Design Data fc psi = 2,500.0Fy fb/FB + fa/Fa = 0.103 Cs GU R-rA4wS) Total Force @ Section lbs = 535.9 �b Moment.... Actual ft4#=625.3 Moment..... Allowable = 6 Shear..... Actual psi = 4.4 Shear..... Allowable psi = 75.0 Wall Weight = 150.0 Rebar Depth 'd' in- 10.25 LAP SPLICE IF ABOVE in = 12.00 LAP SPLICE IF BELOW in= HOOK EMBED INTO FTG in = 6.00 Lap splice above base reduced by stress ratio Masonry Data fm Fs Solid Grouting psi = psi = Load Factors Modular Ratio'n' _ Building Code CBC 2010 Short Tenn Factor = Dead Load 1.400 Equiv. Solid Thick. Live Load 1,700 Masonry Block Type = Medium Weight Earth, H 1.400 Masonry Design Method = ASD Wind,. W 1.000 Concrete Data Seismic, E 1.700 fc psi = 2,500.0Fy psi = 40,000.0 .. Retain Pro Software © 2009 HBA Publications, Inc. Licensed to: FLYING BUTTRESS n mv.RetainPro.com All Rights Reserved aaim nacart r n o��, ' The Flying Buttress Title SPA WALL Page: b Structural and Civil Engineering Job # : 11-166 Dsgnr. 'DRP Date: OCT 10 11 77725 Enfield Lane, #130 Description.... Palm Desert, CA 92211 DESIGN FREE-STANDING SPA ADJACENT TO GRADE (760) 772-4411 FAX (760) 7724409 This Wall In File: c:lusersldeniseldocumentslretainpro9lvill• Retain Pro 9 ©1989 - 2011 Ver: 9.24 8165 Reglstration#: RP -1138265 RP9.24 Cantilevered Retaining Wall Design Code: CBC 2010 Licensed to: FLYING BUTTRESS Footing Dimensions & Strengths Footing Design Results Toe Width = 0.00 ft Toe Heel Heel Width.5.25 5.25 Factored Pressure _ 1,166 406 psf ' Total Footing Width 5.25 My': Upward 0 5,522 ft-# Footing Thickness = 12.00 in Mu': Downward - 0 6,764 ft-# Key Width _ 0.00 in Mu: Design = 0 1,242 ft-# Key Depth _ 0.00 in Actual 1 -Way Shear = 0.00 1.31 psi ' Key Distance from Toe 0.00 It. Allow l -Way Shear = 0.00 75.00 psi Toe Reinforcing = # 4 @ 18.00 in Pc = 2,500 psi Fy = 40,000 psi Heel Reinforcing = None Spec'd Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd ' Min. As % = 0.0018 Other Acceptable Sizes & Spacings Cover @ Top 2.00 @ Btm.= 3.00 in Toe: Not req'd, Mu < S • Fir Heel: Not req'd, Mu < SFir 'Summary Key: No key defined of Overturnina & Resistina Forces & Moments .....OVERTURNING..... RESISTING..... Force Distance Moment' Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 632.8 1.50 949.2 Soil Over Heel = 1,636.3 3.13 5,113.3 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure _ 0.33 Surcharge Over Heel = ' Surcharge Over Toe a Adjacent Footing Load - - Adjacent Footing Load = Axial Dead_ Load on Stem = Added Lateral Load = • Axial Live Load on Stem = Load @ Stem Above Soil = Soil Over Toe Surcharge Over Toe Stem Weight(s) 525.0 0.50 262.5 Earth @ Stem Transitions= Total = 632:8 O.T.M.= 949.2 Footing Weighl _ 787.5 2.63 2,067.2 Resisting/Overturning Ratio _ 7.84• Key Weight ; Vertical Loads used for Soil Pressure = 2,948.8 lbs Vert. Component = J Total = 2,948.8 lbs R.M.= 7,443.0 " Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. DESIGNER NOTES: Retain Pro Software© 2009 HBA Publications, Inc, All Rights Reserved Licensed to: FLYING BUTTRESS www.RetainPro.com Palm Desert. CA 92211 • ,^r y r ' � .� �" �' yi• • - F � - Mid +f � L - r •`` �'�.. � � . • .• - 1. . { t. ., r �, � ., pp= 0.# 632.81#1,+' 290.27psf ,,•R - , 833,060sf00000 r d ri rti r _., tie z •�•� �♦' t ., .. ��• 'y" � � � . .. _" .. arm y r t. R� z ,..y' 1 {.w x *••u - .. ,_ - -_ ' " .. r. •� 1 '�,. +iia', <t4 .} • :.- � .. - ' - + .• .. 1 < ' w t. • S 12.in Conc w/ #4 @ 12.in o/c 1 #3 v-k4f, at" • s 3 ,� 3o 1 3/4" Designer select ' all horiz. reinf. } See Appendix A 5'-3" C Vin. # . City of La Quints Building 8r Safety. Division P.O. Box 1504,.78-495 Calle Tampico �e766�40 La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # ��-1tf12 Project Address: iQOwner'sN,ame: r S % Aa peva A. P. Number: �✓ Legal Description: _'City Zip: L q in 4e, q2 53 weSTefN Poos t Contractor: �LL!I s»>... Telephone: Ars �� Aad,ess: . D i3 x 5328 p `----- Pool a -City,,'ST,Zip: RZZ�iB La �t►� (rojpect-Descnption: CI$tr ephone: �D � 7-60 Tel -1177 �<. h\`\vOi. i$fv\i i•'tiiY:':Y<: ii:.i�' v State Lic. # : 3y 7(08 , .City Lic: Arch., Engr., Designer: Address: City, ST, Zip: Telephone:c" <W;` "� ' State Lic. #:szr�z: nw>.f - «s...... ,. Name of Contact Person: Af 0 v\ �� k i v� 5 Construction T Occupancy: �j� m type (circle one): New Add'n Alter Repair Deo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: -7&0 -5(01 - & q L[ 5 J. Estimated Value of ProjectAP 7 7 DDO APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted �� Item Amount Structural Cala. Reviewed, ready for corrections Plan Cheek Deposit Truss Cala. Called Contact Person Plan Check Balance Title 24 Cala. Plans picked up Construction Flood plain plan Plans resubmitted Z Mechanical Grading plan 2'! Review, ready for correctionstissue Electrical Subcontactor List Called Contact Person Plumbing Grant Dad Plans picked up ' S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 3" Review, ready for corrections%Issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees �t`M`Zwt . �t .-� 6►IG�u�-u �►iws�� tea. ZP* AoJft'o-ei -[o AFWQWZZ — U