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09-0056 (RPL)f4%. P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T-vy 4 4 Q" Application Number: 09-00000056 Property Address: 56445 VILLAGE DR APN: 764-040-011- - - Application description: POOL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 24000 Applicant- Architect or Engineer: O� BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: License No.: ISDate: 3 � Contractor: �/ OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, 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 provisions of the Contractor's State 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 any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within 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.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). I 1 I am exempt under Sec. , B.&P.C. for this reason 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: Lender's Address: LQPERMIT Owner: COMBS 56445 VILLAGE DRIVE LA QUINTA, CA 92253 Contractor: v 9 K,4 (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/05/09 ------------------- - - - - ----------- - - - - -- WORKER'S COMPENS, 10 EC RATION I hereby affirm under penalty of perjury one of the following declarations. have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number I certify that, in the petfutmaiwe of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:.7"J ' 0 Applicant: i WARNING: FAILURE TO SECURE WORKERS' COMPENSATION VERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, 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. 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 186 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 construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purpos Date:J S• IV Signature (Applicant or Age VOICE ��-- 100, Application Number . . . . . 09-00000056 Permit . . . MECH POOL Additional desc . . Permit Fee . . . . 26.00 Plan Check Fee 6.50 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/01/09 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 11.0000 EA MECH FURNACE >100K 11.00 •---------------------------------------------------------------------------- Permit . . . BLDG POOL PERMIT Additional desc . . Permit Fee . . . . 243.00 Plan Check Fee 157.95 Issue Date . . . . Valuation . . . . 24000 Expiration Date . . . 9/01/09 Qty Unit Charge Per Extension BASE FEE 45.00 22.00 9.0000 THOU BLDG 2,001-25,000 198.00 ---------------------------------------------------------------------------- Permit . . . ELEC POOL PERMIT -RES Additional desc . . Permit Fee . . . . 45.00 Plan Check Fee 11.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/01/09 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 30.0000 EA ELEC PRIVATE SWIMMING POOL 30.00 ---------------------------------------------------------------------------- Permit . . . PLUMBING Additional desc . Permit Fee . . . . 33.00 Plan Check Fee 8.25 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/01/09 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, ///// L.F. 314" GAS LINE FOR LQPERNIIT Application Number . . . . . 09-00000056 ---------------------------------------------------------------------------- Special Notes and Comments FUTURE APPROVED APPLIANCE. ALARMS/BARRIERS SHALL BE IN PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED. Fee summary Charged . ----------------- ---------- Permit Fee Total 347.00 Plait Clie'_k Total 103.95 Grand Total 530.95 LQPERAIIT Paid Credited Due ---------- ---------- ---------- .00 .00 347.00 .00 .00 193 95 .00 .00 530.95 1° City of La. Quinta Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta; CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: yl. zdT IY9Owner's NEW Name: gM&SC A. P. Number: 56- L4 5 Address: 407- t160 Legal Description: City, ST, Zip: Contractor: C Address: 7 Telephone: Project Description: City, ST, Zip: l�X.f't ES 7�dP� 6a,S 410J& X - Telephone:Y-7. State Lic. # : 0 City Lic. #: Arch., Engr., Designer: I Address: City, ST, Zip: Telephone: R State Lic. #: Name of Contact Person:C 13p 91q. Construction Type: Occupancy: Project type (circle one): New Add'h Alter Repair Demo SA44 Ft.: #Stories: #Units: Telephone # of Contact Person: f Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE . # Submittal Req'd " Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanica_ Grading plan 2°" Review, ready for correctionsrssue _ Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plani. picked up S.M.I. H.O.A. Approval. Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval-7—Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees ,� o �,,,_ Y aa _� 1 CITY-OFLA QUINTA SUB -CONTRACTOR LIST 34 JOB ADDRESS 56 ' �y5 I/I I �1� � �- ✓� � PERMIT NUMBER OWNER c nn n)B, s BUILDER . ni G s This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response. Trade Class�ficat�on / Contractor ;:. :. :;:;;:-:;:..:.::.;:State::Contractor.sLacense... .,....::•..:; :Workecs.Com egsatlom:Insurance:°.;`: CityBusinesLicensg;:.::: Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/xx/xx) Carrier Name (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date (xx/xx/xx) License Number (xxxx) Exp. Date (xx/xx/xx) EARTHWORK (Cr121 1-7 0 _ H. -Q q LiR33 3-31-0? CONCRETE(C-81 FRAMING :(C-5) .; . D (- (.� W 0- ' 3 la STRUCT:'S7EEL jC-51) MASONRY (C-29) , PLUMBING (C-36) LATH; PLASTER (C-36 SU!C C S3 7g5 9 70 /0-13P 0 I0-31-0 O DRYWALL (C-9)..... : HVAC (C -20Y.:.': ELECTRICAL. (C=16)-:.'. , ... S - di/� BS�� '�- CO O ; S`3D�T - -0 ROOFING (C.=39).:. `.''Q ` 'SNEET.METAL FLOUiRING GLAZING INSULATION (C72) SEWAGE DISP IC -42) PAINTING (C=33) CERAMIC TILE (C-54) CABINETS (C-6) FENCING (C-13) 7 LANDSCAPING (C=2 1 POOL (C-53) "7 - -� D �% 103372- X60 Client: McRae fool and Spa Construction (760) 774-6343 Project: Address: COOMB5 WATER FEATURE 56-445 Village Drive The Talmo in La Quinta 13 February 2009 H�� STRUCTURAL AND CIVIL ENGINEERING DENISE R. POELTLER, INC. 1 Highway 1 1 1 • Suite G • Palm Desert, California 92260 TEL. (760) 779-0405 • FAX (760) 779-1317 drpfly@aol.com 9/ r 010 11 11 7 u 11 1 I� &Wi f 1ycnf tna- "4' 73661 Highway 111, Sulte G Pala Desert, CA 92260 (760) 779=0405 FAX (760) 779-1317 wwW.thef lyingbuttress.coM BYQ1W DATE !X REVISED COOMBS 56-445 Village Drive The Palms La Quints PROJECT: McRae Pool and Spa Construction 701105 Desert Stream La G2uinta, CA 012255 ('760) '172-2440 Cell '114-6545 STRUCTURAL_ CAL-GUL-ATIONS ENGINEERING DESIGN OF: I. Deslgn 50 -inch high gunite wall on top of 5'-6" deep pool wall. 2. Design 5'-2" high water feature adjacent to dining room. 5. Prepare construction details. #,n!5 -10,A PAGE_ OF 1-0 OWNER/ CONTRACTOR ACCEPTS ALL LIABILITY FOR COMPACTION AND SUBSIDENCE OF UNDER+YIN6 SOILS. 2006 IBC SOILS IN 2007 GBG SOILS REPORT PREPARED BY SLADDEN ENGINEERING (160) -M2-58415. PROJECT NO. 544 -6025 -AI, DATED OCTOBER 7, 141418. Soil Classification = Silty sand, Sandy silt Soil Bearing Pressure = 1500 PSF + 1/5 Increase for Seismic/Wind (Contin. Footing) 1500 P5F + 1/5 Increase for Seismic/Wind (Pad Footing) Equivalent Fluid Pressure = 40 PGF Level Backfill 511ding Coefficient = 0.45 (Dead Loads Only) Passive Pressure = 250 PSF/FT Expanslon Index - "Medium" Expansion Categorye� FI Soluble Sulfates - Potentially Corrosive, Use Type V Cement Q���E�• N0.33446 ULTIMATE STRENGTH DESIGN PER AGI 515-05, APPENDIX G * Exp.6-30-1.© U = 1.4 OL + I.7 LL + 1.7 Earth (Ea. G-4) U = 1.4 OL + 1.7 LL + 1.4 FLUID (Ea. 0-4) �q� civiL U = O.41 DL + 1.0 EQ (Ea. G-5) F C F GUNITE STRENGTH f' c = 2500 PSI 26 -Day Minimum Compressive Strength USE TYPE V GEMENT STEEL F y = 40 K51, Grade 40, ASTM ?615, # 5 BARS OR GREATER F Mevf�/Cnf &aWew 73661 Highway 111, Suite G Palm Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 www.theP(yingbuttress.com BY W DATE Vol REVISED COOMBS 56-445 Village Drive The Palms La Guinta PROJECT: MGRoe Pool and Spa Construction 101105 Desert Stream Lo Quints, CA 12255 ("760) '772-2440 Coll '7"14-6545 # -ID PAGE ?-- OF OF SO BASIS OF DESIGN CODE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION CALIFORNIA BUILDING CODE (CBG), 200"1 EDITION INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS STEEL MANUAL OF STEEL CONSTRUCTION, ALLOWABLE 5TRE55 DESIGN (AISG) THIRTEENTH EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI. 515-05. AMERICAN CONCRETE INSTITUTE (AGI) MOOD NATIONAL DESIGN OF SPECIFICATIONS FOR WOOD CONSTRUCTION (1405) AN51/NFoPA, NDS -2005 EDITION, NATIONAL FOREST PRODUCTS ASSOCIATION IT 15 THE FULL INTENTION OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO THE CALIFORNIA BUILDING CODE, 200'7 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 5TRurmf AL SYSTEM. THE ATTACHMENT OF VENEER AND NON-STRUCTURAL ELEMENTS 15 THE RESPONSIBILITY OF THE ARCHITECT, UNLESS SPECIFICALLY SHOWN OTHERWISE. THE ENGINEER A55UME5 NO RESPONSIBILITY FOR WORK NOT A PART OF THESE CALCULATIONS NOR FOR INSPECTION TO ENSURE CONSTRUCTION 15 PERFORMED IN ACCORDANCE WITH THESE CALCULATIONS. STRUCTURAL OBSERVATION OR FIELD INVESTIGATION SERVICES ARE RETAINED UNDER A SEPARATE CONTRACT. .. ;1 .�`�� ;-.. ,�;; �� j<< �:'�. i' �'� � 0 �'.' � '♦moi f �1yir�,� T Jit,Zii''er� 73661 Highway 111, Suite G Pain Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 BY OW DATE REVISED Goomm 56-445 N/illage Drlvs The Palms La OvInba PROJECT, McRae -Pool anal .spa Construction '75105 Desert Stream La Quanta, CA 012255 060) '1'72-2440 Cell -714-6545 6" 1 3" CAP STONE PAGE_ OFS40 GUNJTE.STRENGTH: F'C = 2500 .PSI AT 28 DAYS USE TYPE V CEMENT STEEL STRENGTH: FY = 40 KSI GRADE 40, ASTM A615 J Q � ` ` #3 VERT. Z < 3" CLR. AT 6" O.C. Q = w (TYP•) "17-6" THICK (TYP.) U v) - u F_ - j (TYP.) #3 'HORIZ. 12 F N. GRD. . 12" O.C. (TYP.) Z —III—III—I • -1=4 11-111 °. 8 THICK GUNITE CL D_ a _ 3„ iCLR. _ (TYP. ) (TYP.)= #3 HORIZ. w �o N I���III AT 12" O.C. #3 VERT. _ <IIIWIIII (TYP.) AT b" O.C. (TYP.) i 1=1 I I •• �. LAP FLOOR STEEL IS MIN. I � I—III—III •..�° • � 4:-+— � .•. • � . ' iv �.I-1I MI .1 M' ........ ' I=11 1=11 I=l I I 111-111-111—ITr_ 31-011 z 2 /' I SCALE: 1/2" = 1'-0" .FOOL NALL A I T 4 30- I�II ` C.H !SCREE}�I 1' �/� ALL POOL -1 6Y �L� DATE= -i GOOMBS ; t - G O -- _! 736611 Highway- _ Pala Desert, CA ; 92260 t TMd PQI r-PAf3E= C760> 779-0405;—FAX (760>'•779-1317-.-- -` t j � (�ln�`��—`--• i --.--pp- 4•--'�— - � — t , -PRO. ECT: �McRaeVPool and-Spa-Gonstruction--- -+- - - --(--� - — ----- Ig105:.Deser-t_Str_eam__;.____Y_..�__. La Quinta, CA 412255 ~�— (160) '712-2440! OoII '1774-6343 — GUNITE STRENGTH: F'c 2500 PSI AT 28 DAYS --I •_-� -_ ._____-- .- •--.---_.._.._.-. _-- :_-_. ..___`.. __..._ _ -_ ; _ --... _.__.._USE-TYPE;V "CEMENT __,__.___._STEEL STRENGTH:'Fr='40-KSI-:GRADE 40; ASTM -A615 - --- 5_W4►frt;-Pl I _blN-INS-_Fo-►flu S�1PsMti�1 t 1`46 _;T si � r✓ StONE, I�iA�al✓ _� � --�- T9,1•.__I,L "oG. , .1 #3�vF�-f �a�' Co'o:'t�-..- -- :�,... _ - -- -��-•- -� ;-•-• -• - - - ---�-- ' - --lit'-�--i<8-t'LIN, ' I t - -- - - -- - -- - --- SCALE: 112" =!'11-0" '• +_ . _.. _ .------_-__Y�l�-T�-iZ--���TUi��•...�DJ.� TO.--f-fOUS�_ .__._---:P.30c:� 1 1 I' J [I 1 1 73661 Highway 111, Suite G Palm Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 www,thef lyingbuttress.com BY PAe DATE Z O REVISED COOMBS 56-445 Village Drive The Palms La Ovinta PROJECT: McRae Pool and Spa Construction 'iq 105 Desert Stream Lo Quints, CA 012255 ('160) -I'T2-2440 Call -1-14-6545 ►rl ILLI L� r ii- • Ay 91- Qz= 0.00256 (Kz) x (Kzt) x (Kd) x (1()2x I x w 0z= 0,o02sL (0- "5) (1-0010,8,5)/85JZx I,o # p9 -Ion, PAGE 6_ OF -10 A5CE SECTION VALUE FACTOR SEC. 6.5.4 V = 85 MPH BA51 C WIND SPEED SEC. 6.5.4.4 Kd = 0.65 DIRECTIONALITY SEC. 6.5.5 1 = 1.0 IMPORTANCE FACTOR, CATE60RY II C EXPOSURE CATEGORY SEC. 6.5.6 Kz = 0.85 VELOCITY PRESSURE EXPOSURE COEFFICIENT. SEC. 6.5.'1.2 Kzt= 1.00 TOP06RAPHIC FACTOR (F16. b-4) SEC. 6.5.8 G= 0.85 GUST FACTOR ALTERNATIVE BASIC LOAD COMBINATION FOR ALLOWABLE 5TRE55 DE516N PER ASCE 7-05, CHAPTER 6 WIND LOAD EFFECT PER IBC 2007, SEC. 1605.5.2 D + L + (HYV ' (E0. 16-17) WHERE w= 1.5 WHERE D = DEAD LOAD WHERE L = LIVE LOAD WHERE W = WIND FORCE 11 1 1 1 u 1 11 tl�.� f �yi,� I�u�t�e.�• 73661 Highway 111, Suite G Patm Desert, CA 92260 (760> 779-0405 FAX (760) 779-1317 www.theftylngbuttress.com BY -W DATE O! REVISED COOMBS 56-445 Village Drive The Palms La Quinta PROJECT: McRae Pool and Spa Construction 79105 Desert Stream La Quanta, CA 92255 (760) 712-2440 Coll 114-6345 LATERAL LOA25 2006 IBC and A5CE 1-05 SEISMIC COEFFICIENT5 150 5ECTION 1613 A5CE 1-05 Chapters II, 12, 13, 14, and 20 SEISMIC DESIGN FORGE A5CE 7-05, 5ECTION 13.3 Fp = 0.4 (ap) (5ds) Mp) I + 2 z (Rp/I p) 1.4 h J Fp = 1.6 x yds x Ip x Ap (EQ. 13.3-2) NOT GTR. THAN 1.4 Fp = 0.3 x 5ds x Ip x Ap (EQ. 13.3-3) NOT LE55 THAN 1.4 ZIP CODE = 92253 LATITUDE = 33.642105 LONGITUDE _ -116.242109 #.n - 1op3 PAGE— OF_0,00 ASCE SECTION VALUE FACTOR SEC. 11.5.1 1 = 1.0 Occupancy Importance Factor 5E0. 11.6-1 D Seismic Design Category TABLE 12.2-1 R = Response Modification Factor SEC. 11.4.4 Sds = 1.009 Design Spectral Response Acceleration TABLE 13.5-I op = Z,y Coefflcients for Architectural Components TABLE 13.5-1 Rp = 2.5 Coefficients for Architectural Components vvaa•vi eau£j A i�OOWO 4v/aivua LU Ljwr ��vvvvuua�� Converting Addresses to/from Latitude/Longitude in One Step 1 u Stephen P. Morse, San Francisco address 56-445 Village Drive city La Quinta state 33? 38' 31.578]1-116? zip 192253��. country jUnited States latitude longitude above values must be in decimal with minus signs for south and west fromog ogle latitude longitude decimal 33.642105 -116.242109 deg -min -sec 33? 38' 31.578]1-116? 14' 31.5924"11 use failed to return a result geocoder failed to return a result yahoo failed to return a result from terras Ilatitude longitude decimal 33.63551587 -116.23367311 deg -min -sec 33° 38' 7.8571" -116° 14' 1.2232" Village Dr, La Quinta, CA 92253 from ibein latitude longitude decimal deg -min -sec 0° 0' E0° 0' 0" ata presented here comes from the following websites: oggnk. (all addresses) geocoder. (US addresses only) ib -e&. (US and Canadian addresses only) locatienet. (European addresses only) mappoint (reverse geocoding only) ' terraserver. (US addresses only) usc. (US addresses only) virtual earth (reverse geocoding_only) 1 "�,. V 1 Vl Z - r://www.stevemorse.org/jcal/latlon.php?cookie=&hidden=&doextra=&time=1234208429578&addr2latl... 2/9/2009 n n r] 1 1 Denise PROJECT COOMBS PAGE: q - Poeltler, PE CLIENT: McRAE POOLS DESIGN BY: drp %p JOB NO.:09-108 DATE 2/912009 REVIEW BY: Seismic. An@C sis-Baseddn :IBC 06lCBC`07.(E. uivdlerit La[etal-Fotce.RroCedure, JA$C6 7,-0512:8) :- INPUT DATA DESIGN SUMMARY Typical floor height In = aX ft Total base shear Typical floor weight w" = 1 k V = 0.40 W, (SD) = 0 k, (SD) Number of floors n = 1 = 0.29 W, (ASD) = 0 k, (ASD) Importance factor (ASCE 11.5.1) 1= 1 (IBC Tab. 1604.5) Seismic design category = D Building location Zip Code 82253 Latitude: 33.642105 Site class (A, B, C, D, E, F) D (it no soil report, use D) Longitude: -116.2421 The coefficient (ASCE Tab 12.8-2) C, = OM SS = 150.000 %9. Sr,. = 1.500 g, F, = 1.000 The coefficient(ASCE Tab. 12.2.1) R = . 2.5 S, = 60.000 %g, Sm1 = o.soo U, F„ = 1.500 SDs = 1.000 9, SD, = 0.600 g h„ = 3.2 ft k = 1.00 , (ASCE 12.8.3, pg 130) X = 0.75 (ASCE Tab 12.8-2) W = 1 k Wk = 3 Ta = Ct (h„)" = 0.05 Sec, (ASCE 12.8.2.1) VERTICAL DISTRIBUTION OF LATERAL FORCES Level Level Floor to floor Height Weight Lateral force 9b each level Diaphragm force No. Name Height h" w" w"h"k C" F" V" 0. M. EF, EWi Fp" ft ft k k k k -ft k k k 1 Roof 3.2 1 3 1.000 0.4 0.4 1 0 3.1.7 _ 0.4 Ground 0.0 1 -BY D"= DATE JOB-_ co(Zl'�! �i� -- V -to a -_— _ _ 73•_661 Highway, 1 1 1 9 Suite G Palm Desert, California .92260 CKD DATE- _._ (760).7._79-0.405,0. -FAX. (760).77 9-d 317 www.theflyingbuttress.com OF — PREPARED FOR: -- :_.l��T�.lZ�li_.. .�'iN-g-'I.'�`�l-r✓_ _-5_Filvt�'6ly 0 fy 2.16.- - - - (2,5/),0) Wjo ��.2 13.3-�) __FPy l•� mos 1p WP _ We _ We Pelt— Ft .. �1S�Ily_GQta7�l.S . �� : - 0-. (1.5 _ r°s(-) = 1-1.0 Pt-,P 17.4- ?i�.F __ . _ . -BYn$Z DATE 7 L QbW-Qy.Ll !-4 5-qjtQ G Palm Qeserf, Califorr is 92260 v C -DATE ~- ' -(760 7-MX1406-..,-*-».FAX.(7.60P-7�13.1.7 =jthef4Yin9buttress.cpm i PREPARED FOR: dErvJ�J_ 30 I -Hl H ------��•--� - _ Ca-W�..l�_ �zN.-3i-.�i" pP� ..f'oo_h_ _WA-4,li _! __ __ _ - .--_ __..N. _.. _.---_ •_ham _J�u- _._.._.. __� _. - -__-� _..__._ • _ 171 tot ti 44 �- - -�--� -- —�--�. '�_ �W_- -- -_ ..._ . , �/_ _'. 3 _ ..... _ /_ . /�. -Qa �.: E Vii. _ _ . +.:.��I+_. T�} _ . - µ -- • �]!: ��.0��'�� �—...�.�,1. V!!,�t _._r._'IOj..K..l.!f�F .t��+��—r-,.itl.sR__ ��'�{_3JV-..+.-7-.—�_J— ��.-_ .�,J•� _ • 1. a �! F. ..t � .4L� J� a_. 1--lucrt, Pa{G.. so"l,(—O S j ioe-e,-- _4_5_T.: al r Min. F ,0000 _- I__-._ { L7� 1 r-1 1 1 1 The Flying Buttress Title : COOMBS POOL WALL Page: -1-vt-p Civil and Structural Engineering Job # : 09-108 Dsgnr. DRP Date: FEB 12,2.049 73661 Highway 111, Suite G Description.... Palm Desert, CA 92260 3.5 -FT. DEEP POOL WITH 30" GUNITE SCREEN WALL (760) 779-0405 FAX (760) 779-1317 This Wall in File: c:lprogram files1rp20071coombs.rp5 Retain Pro 2007, 10 -Dec -2008, (c) 1989-2008 www.retainpro.com/support for latest release Cantilevered Retaining Wall Design Code: CBC 2007 Registration #: RP -1138266 RP2007-P Criteria 464 psf OK Retained Height = 3.50 ft Wall height above soil = 2.50 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Water height over heel 0.0 ft Wind on Stem = 21.8 psf. Vertical component of active lateral soil pressure options: USED for Soil Pressure. NOT USED for Sliding Resistance. USED for Overturning Resistance. Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Desi n Summary Wali'Statility Ratios Overturning = 2.62 OK Slab Resists All Sliding I Total Bearing Load = 1,089 Ibs ...resultant ecc. = 1.68 in Soil Pressure @,Toe = 464 psf OK Soil Pressure @ Heel = 262 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored"@ Toe = 590 psf ACI Factored @ Heel = 332 psf Footing Shear @ Toe = 4.9 psi OK Footing Shear @ Heel = 1.5 psi OK Allowable = 75.0 psi Sliding Calcs Slab Resists All Sliding 1 . Lateral Sliding Force = 439.5 lbs Load Factors Toe Width = Building Code CBC 2007 Dead Load 1.400 Live Load 1.700 Earth, H 1.700 Wind, W 1.000 Seismic, E 1.000 Soil Data Toe Width = 2.33'ft Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 40.0 psf/ft Y/ Toe Active Pressure = 40.0 psf/ftp Passive Pressure = 250.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe 0.00 pcf FootingllSoil Friction = 0.300 Soil height to Ignore Min. As % = for passive pressure = 0.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft. Footing Dimensions & Strengths Toe Width = 2.33'ft Heel Width = 0.67 Total Footing Width = 3.00 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Adjacent Footing Load Adjacent Footing Loa _ 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 = at Back of Wail = 0.0 ft Poisson's Ratio = 0.300 Stem Construction Top Stem 2nd Stem OK Stem OK Design Height Above FtE ft = 3.50 0.00 Wall Material Above "Ht" = Concrete Concrete Thickness = 6.00 8.00 Rebar Size = # 4 # 4 Rebar Spacing = 12.00 12.00 Rebar Placed at = Edge Edge Design Data fb/FB + fa/Fa = 0.028 0.204 Total Force @ Section lbs = 54.5 471.0 Moment.... Actual ft-# = 68.1 744.8 Moment..... Allowable ft-#= 2,455.6 3,655.6 Shear..... Actual psi = 1.8 6.8 Shear..... Allowable psi = 75.0 75.0 Wall Weight psf = 75.0 100.0 Rebar Depth 'd' in= 4.25 6.25 LAP SPLICE IF ABOVE in = 12.48 12.48 LAP SPLICE IF BELOW in= 12.48 HOOK EMBED INTO FTG in = 6.00 Masonry Data I'm psi = Fs psi = Solid Grouting = Modular Ration' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data fc Fy = Medium Weight = ASD psi= 2,500.0 2,500.0 psi = 40,000.0 40,000.0 1 1 1 1 The Flying Buttress Title : COOMBS POOL WALL Page, Civil and"Structural Engineering Job # : 09-108 Dsgnr: DRP Date: FEB 12, 09 7366t Highway 111, Suite G Description.... Palm Desert, CA 92260 3.5 -FT. DEEP POOL WITH 30" GUNITE SCREEN WALL (760) 77970405 FAX (760) 779-1317 This Wall in File: c:1program flles%rp20071coombs.rp5 Retain Pro 2007, 10 -Dec -2008, (c) 1989-2008 www.retainpro.com/support for latest release Cantilevered Retaining Wall Design Code: CBC 2007 Registration # : RP -1138266 RP2007-P Footing Design Results .....RESISTING..... Toe Heel Factored Pressure = 590 332 psf Mu': Upward = 0 0 ft-# Mu': Downward = 0 1 ft-# Mu: Design = 745 1 ft-# Actual 1 -Way Shear = 4.94 1.51 psi Allow 1 -Way Shear = 75.00 75.00 psi Toe Reinforcing = # 4 @ 12.00 in Heel Reinforcing = # 4 @ 12.00 in Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S . Fr- Heel: rHeel: Not req'd, Mu < S " Fr Key: No key defined Summary of Overturning & Resisting Forces & Momi6nts I Ilam Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = .....OVERTURNING..... Force Distance Moment lbs ft ft-# 405.0 1.50 607.5 -20.0 0.33 -6.7 54.5 5.75 Total = 439.5 O.T.M. _ Resisting/Overturning Ratio 2.62 Vertical Loads used for Soil Pressure = 1,089.1 lbs I Vertical component of active pressure used for soil pressure DESIGNER NOTES: 313.4 91.4.2 .....RESISTING..... Force Distance Moment lbs ft ft-# Soil Over Heel = 1.3 3.00 .3.8 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 537.5 2.63 1,415.9 Earth @ Stem Transitions= Footing Weight = 450.0 1.50 675.0 Key Weight = Vert. Component = 100.3 3.00 300.9 Total = 1,089.1 lbs R.M.= 2,395.6 Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. t ' 21.8psf I464.48psf r 439.5# YSO 6.in Cone w/ #4 0 12 -in o/c ' 8.in Co ' Sliding Restraint ' #4@12.in Toe Designer select '#4@1 2.in all horiz. reinf. @ Heel See Appendix A -�-1N V,`�"�: ��-���'� -'B•Y �R�-'-DAfiE�- OB--GObt�-&S-: —+-- -#--5 73?661 Nig_ wayl 11 • Suite G _ Pplm Desert California 9-�26D: CKD : `DA?E'-""- --PG- —rt— (76A�7s�-04.05� EAX(7_607Z]_3J7 ( 1 N ww'theAying�uttrgss.com 6� PREPARED FOR: 2_� _p �.I.�I__r.INJTF— _I(,O. _A►'�� OrU,�, Ta�. �oU.!� r co ;7"; _ - 17 1d ! _', _ 2 Bel Ift tu� i ✓' i ' Z l.`t'O� 177 c) �.� �P�s�--,*�-L�•'�' � y1o1� pa�'4"'"�F_Y..�x_�..3 �_.:�,CS"�/��r ��.�i_ Tl� j • O .. EG .� ' �s --. 4 0.2_2 ~ s : D, 1 J F1 THE F"NG'BUTTRESS Structural and Civil Engineering 73661 Highway 114, Suite G Palm -Desert, CA 92260 (760) 779-0405 FAX (760) 779-1317 Title : COOMBS WATER FEATURE Page: Job # ; 09408 Dsgnr. DRP Date; FEB �7a Description.... 3.67 -FT. HIGH WATER FEATURE ADJ. TO HOUSE This Wall in File: c•lprogram filesUp20WAcoombs rp5 Retain Pro 2007 , 24 -Jul -2008, (c) 1989-2008 www.retsinpro.coMsupportfor latest release Cantilevered Retaining Wall Design Code: CBC 2007 Registration # : RP -1138265 RP2007-N Criteria Toe Width = Retained Height = 0.00 ft Wall height above soil = 3.67 ft Slope Behind.Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Wind on Stem = 0.0 psf Vertical component of active lateral soil pressure options: USED for Soil Pressure. USED for Sliding Resistance. USED for Overturning Resistance. Surcharge Loads Surcharge Over Heel - 0.0 psf NOT Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf NOT Soil Data Toe Width = Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 40.0 psf/ft Toe Active Pressure = 40.0 psf/ft Passive Pressure = 150.0 psf/ft Soil Density, Heel = 110.00 pct Soil Density, Toe 0.00 pcf FootingIlSoil Friction = 0.300 Soil height to ignore 150.00 pd for passive pressure = 0.00 in Lateral Load Applied to Stem Lateral Load = 0.0 Wit ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Used for Sliding 8 Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0 0 in Footing Dimensions & Strengths Toe Width = 0.00 ft Heel Width = 5.00 Total Footing Width -= 5.00 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pd Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Adjacent Footing Load Fp / Wp Weight Multiplier = 0.290 g Added seismic base force 420.6 lbs 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 = Concrete Concrete Concrete Concrete Base Above/Below Soil Thickness _ at Back of Wall - 0.0 ft Poisson's Ratio = Sliding Calcs (Vertical Component Used) Total Bearing Load = 2,205 Itis ...resultant ecc. = 13.13 in Soil Pressure @ Toe = Fp / Wp Weight Multiplier = 0.290 g Added seismic base force 420.6 lbs Stem Weight Seismic Load Design Summary Stem Construction Top Stem 2nd 3rd 4th Stability Well Stabil' Ratios Design Height Above Ftg Stem OK Stem OK Stem OK Stem OK ft = 3.00 2.00 1.00 0.00 Overturning, = 4.03 OK Sliding Wall Material Above "Hr = Concrete Concrete Concrete Concrete = 1.67 OK Thickness - 12 Total Bearing Load = 2,205 Itis ...resultant ecc. = 13.13 in Soil Pressure @ Toe = 1,046 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,461 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 0.0 psi OK Footing Shear @ Heel = 1.8 psi OK Allowable = 75.0 psi Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 440.6 lbs less 100% Passive Force = - 75.0 lbs less 100% Friction Force = - 661.6 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Load Factors Total Force @ Section Building Code CBC 2007 Dead Load 1.400 Live Load 1.700 Earth, H 1.700 Wind, W 1.000 Seismic, E 1.000 Rebar Sae = .00 # 4 24.00 # 4 36.00 # 4 48.00 # 4 Rebar Spacing = 12.00 12.00 12.00 12.00 Rebar Placed at = Edge Edge Edge Edge Design Data fb/FB + fa/Fa = 0.002 0.004 0.009 0.022 Total Force @ Section lbs = 29.1 116.1 246.6 420.6 Moment.... Actual ft-#= 9.8 82.4 263.8 597.4 Moment.... Allowable ft-#= 6,055.6 19,812.6 30,612.6 27,655.6 Shear..... Actual psi = 0.2 0.4 0.6 0.8 Shear..... Allowable psi = 75.0 75.0 75.0 75.0 Wall Weight psf = 150.0 300.0 450.0 600.0 Rebar Depth 'd' in = 10.25 22.25 34.25 46.25 LAP SPLICE IF ABOVE in= 12.48 18.72 18.72 12.48 LAP SPLICE IF BELOW in= 12.48 18.72 18.72 HOOK EMBED INTO FTG in = 3.60 Masonry Data fm psi = Fs psi = Solid Grouting = _ Use Full Stresses = Modular Ratio'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type - Masonry Design Method = ASD concrete Data fc psi = 2,500.0 2,500.0 2,500.0 2,500.0 Fy psi = 40,000.0 60,000.0 60,000.0 40,000.0 Title : COOMBS WATER FEATURE Page: Job # : 09-108 Dsgnr. DRP Date: FEB 9, Description.... 3.67 -FT. HIGH WATER FEATURE ADJ. TO HOUSE This Wall In File: c:lprogram files1rp20071coombs.rp5 T,HFE FLYING BUTTRESS - Cantilevered Retaining Wall Design Structural and Civil. Engineering 73661 Highway 111, Suite G Palm Desert; CA 92260 t (760) 779-0405 FAX(760)77'9-1317 Title : COOMBS WATER FEATURE Page: Job # : 09-108 Dsgnr. DRP Date: FEB 9, Description.... 3.67 -FT. HIGH WATER FEATURE ADJ. TO HOUSE This Wall In File: c:lprogram files1rp20071coombs.rp5 ni-iI rlu LVV/ , GY-JUI-LVVO, k{•) 1vou-LVV0 www.retainpro.comisupportforlatest release. - Cantilevered Retaining Wall Design Code: CBC 2007 Reg1straUon#:RP-1138266 RP2007-N Footing Design Results ' Toe Factored Pressure 1,461 Heel 0 psf _ Mu': Upward 0 0 ft-# Mu': Downward = 0 0 ft-# Mu: Design = 0 0 ft-# Actual 1 -Way Shear = 0.00 1.84 psi ' Allow 1. -Way. Shear = 0.00- 75.00 psi. Other Acceptable Sizes & Spacings Toe Reinforcing = # 4 @ 18.00 in Toe: Not req'd, Mu < S' Fr Heel Reinforcing = # 4 @ 18.00 in Heel: Not req'd, Mu < S' Fr Key Reinforcing = None Spec'd Key: No key defined ' Summary of Overturnina & Resistina Forces & Moments .....OVERTURNING..... .....RESISTING..... ' Force Item lbs Distance ft Moment ft-# Force Distance Moment lbs ft ft-# - Heel Active Pressure 20.0 0.33 6.7 Soil Over Heel _ 0.0 4.50 0.0 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe Surcharge Over Heel = Adjacent Footing Load Adjacent Footing Load Added Lateral Load Axial Dead Load on Stem= 0.00 Load @ Stem Above Soil = Soil Over Toe Surcharge Over Toe ' - Seismic Stem Self Wt 420.6 2.42 1,018.1 Stem Weight(s) 1,450.5 1.53 2,225.3 Earth @ Stem Transitions= Total = 440.6 O.T.M. = 1,024.8 Footing Weight Resisting/Overturning Ratio = = 4.03 Key Weight 750.0 2.50 1,875.0 ' Vertical Loads used for Soil Pressure = 2,205.5 lbs Vert. Component 5.0 5.00 24.8 Total = Vertical component of active pressure used for soil pressure 2,205.5 lbs R M � 4,125.0 DESIGNER NOTES: 1 �. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 'A Pp= 75.# WW 1045.9psf 440.65# 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12.in Conc w/ #4 @ 12.in o/c 24.in Conc w/ #4 @ 12.in o/c 36.in Conc w/ #4 @ 12.in o/c 48. in Conc w/ #4 @ 12.in o/c Designer select #4@18.in all horiz. reinf. 5'-0" @ Heel See Appendix A 5'-0" i 3'-8" 1 3'-8" 8" 3/4" .0 3'-8" 1 3'-8" , 01 (41 PAMIRM LAWN AREA \ PROPER'I�1' LINE ., (E) MYALL 51W4:U REVEAL, tL1El7A(k ` I lih4 NYC i'fC ', I{ PYOVIUC GA, IINB 1 �....,.�..... — - — , _, _. �.. .—.. DWrAVF7tS.. EWE Ok'Y 111 IW AIIN Utnu .BEDROOM OUTDOOR LIVING LIVING( WALL STEPS `:. � -,,, lUiSll1'IIYkYIlOIL1S I I DOWN TO 3' TALL WALL v 2% SLOPE TV RM ( �X 0 W. I. CLOS I nYc" O eAc 11 '-AC - — -- IL FENCE W! stnucYrr JJ - GATE KITCHEN DINING ENTRY UN 90 II 13 tl1'U49 AWN LIVING auluc WINO A.C. UNGS ON1 : �:• o IANKIlS4 Wil = ._:,,.. ._, ..,. ,...,:.: :..:.:,... Y CVNC rA,t o M. BATH SEAT `^ - ` _ ACUtSCVNNtxT .— _,... rcr RI11G C N OL BOX , _ 'w \ PROPOSED WALL,m > I � catNrrx � ` i It z } 'a ,_ ALL ,.. � O OOR LNING ..e._..,. .., ...... ..-...,. ... ..::..-.:. .,_.. ,u.,..-.. ,...., ".. ...., .. _'li.,. ,., ,� ._:.fit,} ,,,,Ti� x�S�'�i+" � yt MIX AlA1Cll .a TANKUCS Y'�' r" '2 • i'TA,,.1VNb' \ ^ W/ Y x S. A1S ENTRY W/ '1'AL TNI U1tlY 82121G BATH _ .. p TOM . ROOF ABV WIMYips SI UBOUl r- —. '.., a TOIVOL, YLANIS ;s i; t, Fr. • x::"T .%,k�" .><t � 3 4�•�^`^�,"�"- 6IX:C OY YOOY ` ` :. � xE>F p k tXv 1 �,.�"" 4 ��.� � `Fwh`�''�1'^5 ���•' t.,.:' J M ®186®Gi VSA ®4i ®Stl ns. • i^ ' r 7®2 t m - dIC . $2$017 BID OOM ®SSG - P+ e$ chi De3lqns -"� tv - 1 n " /ALL WALL 760-772-2440 a.SIONECAE' y SIDE ._.�., «. 3; .r , ' LIC . 823017 tea. =t 2 rt 0 '. i •¢ y�� x:u�^ . Y- 't,. � ,z. , , :,s �'� "" a_: �t la`3 �, tip^,:. Y�,� a..�. _ '�£'a' .:iii ;•a..>a +. r� ,z „ E G 2 S ,:. ,a� � :;., ,,:,� a •,. � , 1;. � ,. � LOPE :.t ®l'.,. .: UtLrLII HYLA ,,.. .. ..�.: r* .,.: ,: � ; .• _ '�t,l 1 %SLOPE COVERAGE CALCUIATONSSTUDY a. .::^. • i iia w },. y a-.... ,.tea tt SEE SHTS A2.2 & A2.3 FOR 1 .$,..,.ML : ,r> RIYlltkil :. , /4 SCALE 2 U uEUCu . G LOT AREA F. -,, STUB Oln 230 S , FLOOR PLANS _ WITH MATCH L � INE. r . i, , ... ,. ...,: ` COVERAGE OF ALL PROPOSED SED STRUCT ES NOTE. THE CONTRACTOR IS RESPONSIBLE ExExclsE FOR VERIFICATION OF (E) CURB YurE uc llru+silrs MAIN HOUSE POOL DECK / M,�Gy1' RM \ = 5251 SF .LOCATION (OR EDGE OF STREET , IINUt1l UFNC,I � (PAVCit1, , 6` CASITA & PAVING IF NO CURB EXISTS FROM FAMILY ROOM AREA YLANIS PROPERTY LINES WITH PUBLIC _ ,., _ WORKS DEPARTMENT. 0010 49.1 so TALL WALL " AtUY GARAGE, STOIt, — 1001 SF W/ Sl'ONE, CAE' ur ` UN " cnRusZRLls xa' _ _ MECH & POOL - " LAUNDRYNOTE: DRIVEWAY APPROACH REQUIRES POOLE UIP 's. � 6 RL7. WALL EQUIP'. RM Q A SEPARATE PERMIT ADD5 - g W.IL W.W - UYYEY EKI t,SC UlIC9' . • • ( _ 4' 0 AYN� aAlOr,7111 PALMIRtk „ _ INSPECTION FROM THE CITY OF COVERED OUTDOOR — 1011 SF LA Q INTA PUBLIC WORKS DEPT. �,, OlrtSiUC1,7N 0 LIVING SPACES & W U "r STUN ' IW WALKS YAYEItS SLOPE ALL GRADE AWAY FROM BLDG 1. FRLLLIS ABY "'YA'"'"t `..F STRUCTURE 2% FOR A MIN OF 5. PIause CKKI73ALYA( TRnsH CAN \ TOTAL STRUCTURE = 71263 SF CANNIAIIB � .. l CONC FAD COVERAGE LAWN ' a < OR 35.9% �FLANIS AtAINtIouDE kt1'ItUWG2 STOR/ MECH \ WEEP HOLES @ c = = YLArrltxs 2 CA.t GARAGE PIN Will ur r BASE OF WALL EDGE OFFLAT ROOF ABY - CONC N BLK WALL UP 5t-8° LOW AC MVNMAT LDIR6 5a`11LH RM ACCOVERED WALK tciuNE1 GATE STOR NEAR GARAGE 2/8/08 kVY YCA ULYC'JNNECT '' _ 0 B : STOR - , e suu•rANEL !. " :• '� S-2 ., � DOb i CASITA lnumAlly ulnar ' IN WALL A ... c c rw 7 (YEIUlY DESIGN L W / OWNEW ? CA W 4KOlIN NV EtLCTEOUL CONU(tC9 :. .. :, : as wY l COf1R11 FAMILY ROOM ,, 7L wlYecu NEClU¢ ; ; A � ..OM AREA � - COOMBS '-� / 7uoA.E 4.; JOINT TRENCH W/ REQ`D \1 TANXIMS' It 1 r fie KDR00i It:. SEPARATION PER S N `—� FAMILY MIB ,/ ` UTILITY COMPANIES �D �,,,� CE Ras 3 1 1 Uoo W Q s --- �- THE PALMS LA Q UINTA CA s W / �- _ cnu "'<41 , • W I (KEVA4E AkN%l INSDE IWOW BATH �.. WL1 BAR TAVKtMwll '" /` WATER � DRIVEWAY ( � METER l' cenvEYA1f,.-- W IHl1lG (57)U �- .��. �� �..... �.,_ ...:...-- lAPRON 1.ANBSCA 11)AICA SIUNE FACING 'ro ROOF -� "/�/ / SEWER STUB - 0 `�._ '- °��i '� / (VERIFY LOCATION IN FIELD) JOINT TRENCH W/ REQD SEPARATION PER ux UTILITY COMPANIES --- I Pe er YeF, (56) U (E) CURB & GUTTER 22 C 1 7 REN. -LL SITE & C. Dott FEB 6 2008 sheet Na _ FLOOR PLANIT Drawn ---� UTILITY R - _A2* 1 these drawings is for use on the specified pro,jectt I scall '1/8°..= 1�_Ott of the precedence over scaled dimensions. All contractors rchitect's Office as to any variation or condition shown by these drawings,