Loading...
BPOL2016-0133LICENSED 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 Professions Code, and my License is in full force and effect. License Class_:: C.,53 License No.: 878257 Date: Contractor. OWNER-BUILDE 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, after, 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).: (� I, 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 I am exempt under Sec. . B.&P.C. for this reason Date: Owner: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of lihe following declarations: I have and will maintain a certificate :)f consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the ork for which this permit is issued. I have and will maintain workers' compensation insurance, as required by 5 0 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance =arrier and policy number are: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9099738 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so a2 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 37C•0 of he Labor Code, I shall forthwith comply with those provisions. Date: (` —/4 AFp�ic t: ' WARNING: FAILURE TO SECURE WORKERS' COM-DENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINA;_ PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000) IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IV SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this a:)plication. 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, :ind 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 applicatian becomes hull 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 permit to cancellation. CONSTRUCTION LENDING AGENCY I certify that I'have read this application and statethat the above information is correct. I hereby affirm under penalty of perjury that there is a construction lending agency for I agree to comply with all city and county ordinances and state laws relating to building the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). construction, and hereby authorize representatives of this city to nter upon the above-mentioned property for inspection purposes. Lender's Name: I Date: S SignaturelApplican_t or Agent1. l: � Lender's Address: X78-495 CALLE TAMPICO. D 4� VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 9/16/2016 Application Number: BPOL2016-0133 r Owner: Property Address: 53659 ROSS HICKOK APN: 767680041 .42400 GREEN WAY SUITE C Application Description: HICKOK RESIDENCE / POOL PALM DESERT, CA -92211 ! Property Zoning: Application Valuation: $93,000.00 � cD `u Applicant: Contractor: kti W� BRILLIANT POOLS DBA PREMIER POOLS & SPAS BRILLIANT POOLS DBA PREMIE POOLS & SIR, P O BOX 429 P O BOX 429 i�rr 1'r! LEY; CA 92236 YUCCA VALLEY, CA 92286 O� U (760)333-0187. Llc. No.: 878257 _� ----------------------------------- ---- -LO 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 Professions Code, and my License is in full force and effect. License Class_:: C.,53 License No.: 878257 Date: Contractor. OWNER-BUILDE 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, after, 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).: (� I, 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 I am exempt under Sec. . B.&P.C. for this reason Date: Owner: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of lihe following declarations: I have and will maintain a certificate :)f consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the ork for which this permit is issued. I have and will maintain workers' compensation insurance, as required by 5 0 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance =arrier and policy number are: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9099738 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so a2 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 37C•0 of he Labor Code, I shall forthwith comply with those provisions. Date: (` —/4 AFp�ic t: ' WARNING: FAILURE TO SECURE WORKERS' COM-DENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINA;_ PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000) IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IV SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this a:)plication. 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, :ind 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 applicatian becomes hull 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 permit to cancellation. CONSTRUCTION LENDING AGENCY I certify that I'have read this application and statethat the above information is correct. I hereby affirm under penalty of perjury that there is a construction lending agency for I agree to comply with all city and county ordinances and state laws relating to building the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). construction, and hereby authorize representatives of this city to nter upon the above-mentioned property for inspection purposes. Lender's Name: I Date: S SignaturelApplican_t or Agent1. l: � Lender's Address: ►r f� Date: 9/16/2016 Application Number:' - BPOL2016-0133 Owner: Property Address: 53659 ROSS HICKOK APN: 767680041 42400 GREEN WAY SUITE C Application Description: HICKOK RESIDENCE / POOL PALM DESERT, CA 92211 Property Zoning: Application Valuation: $93,000.00 Applicant: Contractor - BRILLIANT POOLS DBA PREMIER POOLS & SPAS BRILLIANT POOLS DBA PREMIER POOLS &SPAS P 0 BOX 429 P 0 BOX 429 YUCCA VALLEY, CA 92286 YUCCA VALLEY, CA 92286 (760)333-0187 LIC. No.: 878257 --------------------------------------------------------------------------------------------- Detail' P00U SPH cx` WATER FEATURE ONLY.: THIS PERMIT DOES NOT INCLUDE EQUiPMENT�N LL. ��QUhPIVIENT SHALL B6: INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 20113 CALIFORNIA BUILDING CODE. GAS LINES SHALL BE SLEEVED PER CODES DESCRIPTION FINANCIAL ' + ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $4.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $4.00 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA 101-0.000-42404 0 $181.29 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $98.62 DESCRIPTION ACCOUNT QTY AMOUNT WATER FEATURE 101-0000-42404 0 $181.29 DESCRIPTION ACCOUNT QTY AMOUNT WATER FEATURE PC 101=0000-42600- 0 $98.62 Total Paid for POOL / SPA: $SS9.82 Bin lT Permit ;l r, I Projec t Address: 3 0 6 �r ty of LarErr i to Boding 8T Safety Division 78-495 Ca11e Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Owner's Name: A/c/c c) A. P. Number: Address: Legal Description: ZOO City, ST, Zip: Pa IA-1 CPS &,Cr CA o�Ua r: C ct 0 Telephone: Address: b Y Project Description: ;W/m City, ST, zip: o-ce [j441 Pool Telephone=-. . 6 D State Lic. # : City Lic. #:: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: - ............. - '!� P eYcu ae ': Con Constructionn Type: "Ve State Lic. i. .. P (circle one), New Add'n Alter Repair.air D m 0ProJ ctty Name of Contact Person: Sq.Ft.: # Stories: # Units: # of Contact Person: __rTelephone Estimated Value of Project: CJW V APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rcc'd TRACKING PE2MIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Depo!R ' Truss Cates. Called Contact Person Plan Check Balance. Title 24 Cates. Plans picked up Construction ' Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. II.O.A. Approval Plans resubmitted Grading IN HOUSE- Jrd Review, ready for corrections/issue Developer ImpactI'ee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees THIS PLAN IS INTENDED FOR THE STRUCTURAL DESIGN ONLY. THE POOL CONTRACTOR OR DESIGNER IS ADVISED TO REFER TO THE LATEST EDITION OF THE APSP BUILDERS MANUAL FOR PROPER VANISHING EDGE CONSTRUCTION TRADE PRACTICE, INCLUDING BUT NOT LIMITED TO CATCH POOL SIZING, CONFIGURATION AND DROP FROM MAIN POOL (2) #4 BARS. EARTH LEVEL MAY BE AT / / TOP OF WALL EC / / Q / BASIN WIDTH #3 BARS ® — 1� D .C. VERT. 2' CLR. NOTE: HORIZ. BARS MAY BE OVER OR UNDER VERT. BARS, MAINTAIN SPECIFIED CLEARANCE TO VERT BARS. (4) #4 BARS AT TOP CLR. — FOR STEEL REINFORCING. SEE TABLE 650. —t — #3 BARS ® 12' O.C. HORIZ. #4 BARS ® 6" ' O.C. VERTICAL W w Q I[T. d J #3 BARS ® d 12° O.C. HORIZ. N (2) #4 BARS. EARTH LEVEL / MAY BE AT / EI TOP OF WALL. / / Q / g / co I 6" S-0" MAX. 12" 7�_ BASIN WIDTH (4) #4 BARS AT TEP. w $ #3 BARS 0 N = 12' O.C. HORIZ. r N L U J W J awl ^ Q = W "+� #4 BARS�II`C ' - ® 6' O.C. T� #4 BARS ® 6' O.C. = 'L '- 8' EMBEDMENT - 24" MIN. W INTO POOL 3' CLR _ WALL d N U L J ti --- ,--...------ 1�T�E' 7l_oI I - I. DISTANCE TO DAYLIGHT - 'Q' 7'-6" 'Q' = h/6 (10'-0° MIN., 20'-0MAX.) OR PER SOILS REPORT. IF 'Q' IS LESS THAN 2UNDISTURBED -SOIL OR h/6 (10'-0" MIN.), USE DETAIL #651. 90% COMPACT FILL CONDITION C: BASIN FLOOR ABOVE POOL FLOOR c STANDARD POOL STRUCTURAL PLAN, STRUCTURAL NOTE #1 IS REPEATED HERE FOR EMPHASIS: 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 P.S.F. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 909 COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT—FILL TRANSITIONS. SEE BACK FOR CALCULATIONS UvwIw1%.- Iv unIU%7nI - v Q. = h/6 (10'-0' MIN., 20'-0° MAX) OR PER SOILS REPORT. IF 'Q' IS LESS THAN h/6 (10'-0' MIN.), USE DETAIL #651. UNDISTURBED SOIL OR 90% COMPACT FILL CONDITION B: B BASIN FLOOR AT SAME ELEVATION AS POOL FLOOR W _ . TYPICAL REBAR c REINFORCING DIAGRAM w TOP OF POOL WALL #3 BARS ® _ 12" O.C. E.W. ,; IN POOL FLOOR. BASIC GRID #3 BARS 0 12" O.C. EACH WAY. NOTES 1. BASIN WALL & FLOOR DIMENSIONS SHALL NOT BE EXCEEDED. 2. ALL STEEL SHALL BE 3" CLR. FROM EARTH. ALL LAPS TO BE 24' MIN. 3. WEIR PITCH ANGLE MAY VARY IN DEGREE AND DIRECTION TO SUIT CONTRACTOR OR OWNER DESIGN INTENT. — VERTICAL REINFORCEMENT AS SPECIFIED IN TABLE STARTS A DISTANCE 'D' OR 'H' DOWN FROM TOP OF POOL WALL. REINFORCEMENT OTHER THAN BASIC GRID NEED NOT EXTEND TO TOP OF POOL WALL. ADD BARS TO BE EQUALLY SPACED BETWEEN BASIC GRID. BASIN WIDTH (4) #4 BARS AT TOP. 1 D { 2" r NOTE: HORIZ. BARS MAY BE OVER u, W 12" O.C. VERT. ( �r } l fE O 90% COMPACT FILL S-6" #4 BARS FOR STEEL g REINFORCING n SEE TABLE 650. OR UNDER VERT. BARS,ce 5-0" #3 BARS ® #3 0 3" 2" 12" MAINTAIN SPECIFIED 6'-0' (2) 12° O.C. VERT. 6'-6" CLR. " CLEARANCE TO VERT BARS. 12° BARS. 7'-6' 12" ' 8'-0" 12" " 8'-6" 12° ° FOR STEEL 2' REINFORCING CUT, Q' SEE TABLE 650. EARTH LEVEL / EQ' t MAY BE AT /a o w TOP OF WALL / I w #3 BARS ® 12" to/ / O.C. HORILCL w #4 BARS 0 6" �•. O.C. VERTICAL ti d. w $ #3 BARS 0 N = 12' O.C. HORIZ. r N L U J W J awl ^ Q = W "+� #4 BARS�II`C ' - ® 6' O.C. T� #4 BARS ® 6' O.C. = 'L '- 8' EMBEDMENT - 24" MIN. W INTO POOL 3' CLR _ WALL d N U L J ti --- ,--...------ 1�T�E' 7l_oI I - I. DISTANCE TO DAYLIGHT - 'Q' 7'-6" 'Q' = h/6 (10'-0° MIN., 20'-0MAX.) OR PER SOILS REPORT. IF 'Q' IS LESS THAN 2UNDISTURBED -SOIL OR h/6 (10'-0" MIN.), USE DETAIL #651. 90% COMPACT FILL CONDITION C: BASIN FLOOR ABOVE POOL FLOOR c STANDARD POOL STRUCTURAL PLAN, STRUCTURAL NOTE #1 IS REPEATED HERE FOR EMPHASIS: 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 P.S.F. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 909 COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT—FILL TRANSITIONS. SEE BACK FOR CALCULATIONS UvwIw1%.- Iv unIU%7nI - v Q. = h/6 (10'-0' MIN., 20'-0° MAX) OR PER SOILS REPORT. IF 'Q' IS LESS THAN h/6 (10'-0' MIN.), USE DETAIL #651. UNDISTURBED SOIL OR 90% COMPACT FILL CONDITION B: B BASIN FLOOR AT SAME ELEVATION AS POOL FLOOR W _ . TYPICAL REBAR c REINFORCING DIAGRAM w TOP OF POOL WALL #3 BARS ® _ 12" O.C. E.W. ,; IN POOL FLOOR. BASIC GRID #3 BARS 0 12" O.C. EACH WAY. NOTES 1. BASIN WALL & FLOOR DIMENSIONS SHALL NOT BE EXCEEDED. 2. ALL STEEL SHALL BE 3" CLR. FROM EARTH. ALL LAPS TO BE 24' MIN. 3. WEIR PITCH ANGLE MAY VARY IN DEGREE AND DIRECTION TO SUIT CONTRACTOR OR OWNER DESIGN INTENT. — VERTICAL REINFORCEMENT AS SPECIFIED IN TABLE STARTS A DISTANCE 'D' OR 'H' DOWN FROM TOP OF POOL WALL. REINFORCEMENT OTHER THAN BASIC GRID NEED NOT EXTEND TO TOP OF POOL WALL. ADD BARS TO BE EQUALLY SPACED BETWEEN BASIC GRID. BASIN WIDTH (4) #4 BARS AT TOP. N d 1 D { 2" r #3 BARS 0 CLR. 12" O.C. VERT. ( N � } l fE O 90% COMPACT FILL S-6" #4 BARS FOR STEEL g REINFORCING n SEE TABLE 650. N d 1 D #4 BARS ® 6' - O.C. VERTICAL ®rd 24° MIN. LAP ( --1 i UNDISTURBED SOIL OR #3 BARS ®12° O.C. HORIZ. 90% COMPACT FILL S-6" #4 BARS ® 6' O.C. T #4 BARS ® 6" D.C. ITY OF LA QUIP DISTANCE TO DAYLIGHT - 'Q' -4—L241164LDING & SAFETY D 'Q' = h/6 (10'-0* REPORT. MIN., 20'-0° MAX.) OR AP ,E PER SOILS REPORT. IF 'Q' IS LESS THAN V h/6 (10'-0' MIN.), USE DETAIL #651. FOR .,ON, UCTIO CONDITION A: DATE BASIN FLOOR BELOW POOL FLOOR A TABLE 650 'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH. (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) POOL DEPTH NO RAISED BOND BEAM D t VERTICAL STEEL 0' to 2'-6" 12° #3 0 12' 3'-0" 12° #3 ® 6" S-6" 12" 4'-0' 12' ' 4'-6" 12° 5-0" 12" #3 0 3" 5'-6" 12" 6'-0' 12' 6'-6" 12" " 7'-0' 12° add (3) #4 7'-6' 12" ' 8'-0" 12" " 8'-6" 12° ° me C6 g t30/20, OF CAU w o N p 0) t. ul ai m v > c o U c o M a cn � F - v m Z N d t " C C p a3 X O Of - LL ii 0) U C Z Z og jr J w Q Z a- :z Z Z U U Li z cr 3o En _J r W p z� w0- 09. -o?. m o ow oQ of m ;z (ni DATE: 05/31/13 g 2 o _ IL N I— CALCS BY: C.J.B. CHECKED BY: A.J.C. VANISHING EDGE CANTILEVERED BASIN EXPANSIVE SOIL s EQUIVALENT FLUID PRESSURE = 60 P.C.F. DETAIL #650 , VANISHING EDGE POOL WALL- & BASIN DESIGN. Equivalent -Fluid - Presstjr6 WATER = 62.4 pcf • � SOIL =.:'- _ 80x pcf- '� z T Y CONCRETE DESIGN`PROPERTIES. . _ ";` fy(GR.40, #4 Bars and Smaller) 40000 psi fy(GR60, #5Bars and=L'arger)1; :60000 psid f. 2500 psi, 7 7 796-7 r. (3 0.85 Unit Weigh Vanishing Edge Pool Wall Design w/ Cantilevered Basin - . BASINPROPERTIES ' Depth of Basin: 4.5 ft Width of>Basin:r3ft. �'-1.2�in Thickness of Basin Wall: 0.5 ft Thickness of Basinifloor: 1 ftt Minimum Depth to Basin Wall: t of. Concrete: _ 150 pcf, z T Y CONCRETE DESIGN`PROPERTIES. . _ ";` fy(GR.40, #4 Bars and Smaller) 40000 psi fy(GR60, #5Bars and=L'arger)1; :60000 psid f. 2500 psi, 7 7 796-7 r. (3 0.85 Unit Weigh Vanishing Edge Pool Wall Design w/ Cantilevered Basin - . BASINPROPERTIES ' Depth of Basin: 4.5 ft Width of>Basin:r3ft. �'-1.2�in Thickness of Basin Wall: 0.5 ft Thickness of Basinifloor: 1 ftt Minimum Depth to Basin Wall: 2 ft " SPOOL PROPERTIEST ' Pool Wall Thickness: 12 in Pool Floor Thickness: �'-1.2�in Max. Depth of Pool: .8.5 ft Radius-``,:, ;0 ft `Load , Factors Dead 1.4 Live" 1.6 Soil 1.6 Water. 1.4, Resisting 1.2 Earthquake '1.0� Wind 1.3 °Reinforcing,Clearances; "'-M CLR = 2 in (to water) ,CLR i 3 in to soil -' - " - CANTILEVERED'BASIN.DESIGN n ' Loading Properties Moment Strength Check : Steel Specification-. , w UltimateR Mioaa :Ultimate :MfeSiStiltg , Ultimate Mtatai ft -1b $ tReinforcing , in -' Steep: Max. Steel As dia in.^2 _ in. Steep Grade Nominal Moment d a Strength, M„= Capacrty Moment in. in. ft -Ib Ratio ., u., Checkn Use Specified'St66-1 . " Throughout Bas[ft-Ib '_ SectionBasin Wall. 1458 0 1576 6.0 #4 @ 6" O.C. 0.393 0.500 40 3.000 0.616 3174 0.497 OK #4 @ 6" O.C. _Basin Floor 1327 1 0 5918 12.0 #4 @ 6" O.C. 0.393 0.500 40 1 6.000 0 6161 6711 1 0.882 OK 1 #4 @ 6" O.C. -' u VANISHING•EDGE WALL DESIGN_ Loading Properties - Moment Strength Check Steel Specification w Ultimate Ultimate mate 'Ultimate Ultimate » : =M axA Steel -•` , Steel •. �'Nomirial Moment x ` f. ; Begin Specified Steel, • D " Mwater Mbasin - :: _ �resistmg ,M total tr tnf r i RE O C ng As ., dia °' Grade d ° :; a; Stren th'M ;..:Ca g, n acct p y ...Moment Corres ondin ,@ p g ft.) ft -1b ft -16 (ft -1b) ft -Ib ;: °(tn.) Steele (in. 2). i (in.) �_� rn. ( ) in: ft'Ib ) Ratio r ,Check r Deth� s T 0.5 2 0 45 0 12.0 #3 @ 12" O.C. 0.110 0.375 40 9.813 0.173 3210 0.000 OK #3 @ 12" O.C. 1 • 15 0 -90 0 12.0 #3 @ 12" O.C. 0.110 0.375 40 9.813 0.173 3210 0.000 OK #3 @ 12" O.C. 1.5 - 49 0 -135 0 12.0 #3 @ 12" O.C. 0.110 0.375 40 9.813 0.173 3210 0.000 OK #3 @ 12" O.C. 2 ~ 116 0 -180 0 12.0 #3 @ 12" O.C. 0.110 0.375 40 9.813 0.173 3210 0.000 OK #3 @ 12" O.C. 2.5 • 228 1655 7225 1658 12.0 #3 @ 12" O.C. 0.110 0.375 40 9.813 0.173 3210 .0.516 OK #3 @ 12" O.C. 3 -393 2035 -270 2158 12.0 #3 @ 12" O.C. 0.110 0.375 40 9.813 0.173 3210 0.672 OK #3 @ 6" O.C. 624 2437 -315 2746 12.0 #3 @ 6" O.C. 0.221 0.375 40 9.813 0.347 6391 0.430 OK #3 @ 6" O.C. 4 ''"i' '' 932 2871 -360 3443 12.0 #3 @ 6" O.C.. 0.221 0:375 40 9.813 0.347 6391 0.539 OK #3 @ 6': O.C. 4.5 : J`327 3350 -405 4271 , 12.0 #3 @ 6" O.C. 0.221 0.375 40 9.813 0.347 6391. 0.668 OK ;. #3 @ 6" O.C. " .5 --` 1820''+ 3882 -450 5252 12.0 #3 @ 6" O.C. 0.221 0.375 40 9.813 0.347 6391 0.822 , OK #3 @ 3" O.C. 5.5 2422 4481 -495 6408 12.0 #3 @ 3" O.C. 0.442 0.375 40 9.813 0.693 12552 0.511 -OK #3 @ Y O.C. 6 3145 5156 -540 7761 12.0 #3 @ 3" O.C. 0.442 0.375 40 9.813 0.693 12552 0.618 OK #3 @ 3" O.C. 6.5 3999 5918 -585 9331 12.0 #3 @ Y O.C. 0.442 0.375 40 9.813 0.693 12552 0.743 OK - #3 @ 3" O.C. 7 4994 5918 '-630 10282 12.0 #3 @ 3" O.C. ' 0.442 0.375 40 9.813 0.693 12552 0.819 OK #3 @ 12" O.C. (Add 3 #4 Bars) -7.5 6143 -5918 -675 11385 12.0 , ; #3 @ 12" O.C. (Add 3 #4 Bars) 0.699 0.500 40 9.750 1.096 19296 0.590 OK #3 @ 12" O.C. (Add 3 #4 Bars) 8 7455 5918 -720 12652 12.0 #3 @'12" O.C. (Add 3 #4 Bars) 0.699 0.500 40.. 9.750 1.096 '- 19296 0.656 4 OK`-': #3 @,.12" O.C..(Add 3 #4 Bars), 8.5 8942 5918 -765 14094 12.0 #3@ 12" O.C. Add 3#4 Bars 0.699 0.500 40 9.750 1.096 19296 0.730 , OK #3 @ 12" O.C: Add 3 #4 Bars TRANSITION 12098 5918 1 -855 1 17160 112.01 #3 @ 12" O.C. (Add 3 #4 Bars) 10.6991 0.500 1 40 1 9.750 11.0961 19296 1 0.889 1 OK 1 #3 @ 12" O.C. (Add 3 #4 Bars) f ell, x,g409 �' x99040 _I I155 LOT 35 \r TRACT NO. 33076-1 4 A,P.jJ.767•680-040 �I Hyl,. 552 APPROVED PAD = 997.9'I- .� jl � r ` \ ` 871 _ �� ---- --- - � t _ .�z -_. -_._-- ,, �P 112'LANDSCAPE EASEMEN 2 - ` `° IIIII1 'a .1 ' I \ '. ----- ------ - xggt2 x ' `� �:7♦a5D :.. 2g• Jt .,.\ `I�, }NI`�-i 1' \ %gg102 _-___ - - -- % +a'a^WALL I!t( PLLE. POSSIBLE 27 LANDSCAPE d - '', ALL r� NT7°i'4�"W %�1j4 H'dWALL _ DRAINAGE E 4 ®. MAP I 1TRRpp R E BASE f AC., •') \ `', r:'.i'rl �D , l ` `'\ ..... .. ._ OD +&-W WALL ,° I t \ ` �l BBQ oo i — / I I EXIST. j I II Ac, — — 9976 F.F. 4 / , 997.5 EF. / / / TEMP.FEN CONSTRUCTION CEI _ I i I,- , 1 / ry I. AR.: .TIFICWW1.TURPr-1. i - r•+,, , 112 _� _ DRIVEWAY ,•.' +4'-0WALL , UP KITCH N � d' � ( fig2,, AUNDRY i 1 t,,J xg9.• 4 I \*. �1.,. _I \', ...._..I__ L L -i < - - \L \ / o YG:3rAL'1' y a 993. /� ' `i �, v \ „ \ 1 \ •, I L . I _ \ ' __ .1' ---L--,-.__L_ i � _ _ __ FIRE sEe♦ \�\7_ 4\�"\ -�-1. \ 1 \ \ -+IB^ �C,- x I j I I,i I; /'i• 1 / II,/r(`/4\�.69 • t .., 1 ' ` rl ,`` \..\ i 4 \ - - r-- \ '�--' '--�(J' ��, -- - -� � 1- r -TT +zap 3 CAR \ � L \ \ ' µ j i I � ! I . 1 •. F I .:V •ri" 1 I .. 1 \ x- ,Y 1 ` I \ r _ _-`__T . \ , I ...ria_- -.: -T-- .I... _ _ _ _ DESK A , _ y , . a , \ \ \ 1 \ \ +,e• . _ �- \ . L-... - �9 l --�-�- - APPROVED FIRE PAD = 99i.0' FINISH FLOOR = 997.5 a 1 1 I DRIVEWAY \ \ L _ \ - �t I -- 1 -- 1 WATER %�' \ 1 / / 1 6 I I! I 1 x I 4' INSTRUMENTS OF SERVICE \k,�WN THESE DRAWlNGS ARE AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF ' A `` �'` • �'' .;. - �_ I uP - 1 - N �� KRISTI HANSON ARCHITECTS INC. THEY , ` A. v V ;, ,y-�. A•.--T--1-� _L�.I'-` _ -_ ENrrtv._. I Izuxr, I- I I' ARE NOT TO BE REPRODUCED OR ALTERED ' .� V `` ,..`.1.,,, ,1 '•L , �. L ' ._. L' _ I .� � y ,, � NJ ANY WAY, NOR DISCLOSED OR ASSIGNED% I. I I / , _ l .,. , gg5 , ! TO ANY THIRD PARTY WITHOUT THE I 1_ EXPRESS WRITTEN PERMISSION OF KRISTI :. j � I a w HANSONARCHITECTS, INC. It `I \ 41 \. ,\ � � / \ / I FIRE ✓\W � .,. � a, e 1: � y,x y u x I ' ! 1 ' 0 tW C .,` GREAT ROOM rte` ` W y , L WATER ,. PUNTeR'`�'ll \ `\ ♦, \ \ , i 1 - _ .. �r --r-. _ X"'- �_. / +te' ''l '" � ?__.-_..,_ . .. ,. ., .,. 1-- LOT 36co , oIlz_ l 1 f: A.P.N. 767680 04, •\ 1 'fI m I �. a r '�'+2a. 99'4 i ARTIFICWL RF y -_T-1 FIRE +� I W v r. Y, � I : I W y ue APPROVED PAD =997.0' LL z- + y - .. .. , i OUTDOOR WING I I .A . ,� I/ I I I FINISH FLOOR = 999.0, 1 .._ I I \\ P 11 _- - I 1 sst t�Pi.lL--O—MOER� � � I +IB• - ua ' ' / - f ..,t \-• � ��.` �1 a<P�MER FR°y! r°SET Bgq( 11 II I i PER SEWE nRiAa io eFteio R � G. 4 j3Y4 ! 1! I - o y BEDROOM h % .� __ ._ .i' ,�;•`.;°`', e'a _.L.qr, ' -- 1 - /.; ...y +24• 4 I �I. - •' ° / `,, 1g, $ /!.-. .�y3o4 4� AMP 1 Yew 1 +,IFV WALL I I APPROVED PAD 1997.0' '' PLANTEa I ` FINISH FLOOR= 997.5' -.. x , y y y yyy 'F I�Uv ' r i ; r� l •, 1.09 : U -,_- _ -...,___1_.T. 1 _-_ __- � C � I y. y y w y ' / r 1 ; , I •; / -� .. .' y ' .,, W L.,.. L..T 1 7 .�. T — r — — — — — ++6'-0•WALL W I "'] G. WING. I; I I _ ._. !.-.._ _� - 1 f :LAWN i .,PLANTER.:. , a _.�_.i_...-____.. ..-.. _ I _ i. - = 7.D'.I .\ y,I. �r I 1 1._. _ / +IB• ,:. a, .. I i APPROVED PAD 99 i_. - L _.i y i I r ,r �._.,-1._., ._,'- ""I "'f _.1_.. _..I._ 1.+78' UPI _ --T- \y "� - - 11� ,1.: � y y J i - " , „ FINISH FLOOR - 997.5' ` _- 111- _ G. 9 aoaEr _ 1 y 1 I .i I -- - +, "\+ ..1 -_.1..-_, , ... -.._-, --,c. BATH a - '� 1 • if 1 .. : ._ .__t .. ... .�_ _ _ ._� I y G. t aosEr_ 1 - .. -. _._ v ' ,, i i i ' I :: : 93 19D .. .. ,. ,-.. +✓,, II .. .�,f.. _ -. -. _. _r •- i-. G, BEDR_ '` W W. -Y- '': :- i T y W\Y I„{ ._ :•kh;"r `- , - i -. fI - .. - - - . All :z ' W y + a - y LL y I I • , I I �� • i.-._ J__ I. 3-_ = a. -A -- �._.- `ly _� T';II-21- � I 11jl Ito �, - -1.. - - .. ( 90:1 1 M MASTER BEDROOM i :' - �tl rL ." MASTER BATH , _,. � _ ylw �gg9. 1 W _ V J G. BEDROOMS A , G: 8 1,. '� — — — r — - — a I!! �1 I 1 I HIS 1 ---F r+E r,— - - - c.2ao F - ' � I� 1 -� _ 1 J' I', C ygg DD '',. i, I I 1 � ! � ,�:.a ' .. •a. :. + ,- 1 _; 1 -- 7 - ,�- : i !� • � ;! , I U-1 cN - �I ��I r ply L� .... "�. _ ��/ co ��---��-� � - gy,. 1 r Iv 'Q O %999., 1 t 1 �•2-.°� ;-+��-/1:...,—y___•• „� Ri I _ a 997.5 F.F. AC. H .. J +6'-0' WALL !l I p 1A - - - SETBACK LINE a WATER ' J i N J—'WALL- yl,✓ + LL : r 4 _ k/ i y ,I u. .,. "T FEATURE - -. - STORM DRAIN TIE-IN I w ARTIFICIAL RF .,. ,. . .: ALL y AC. 9T1 -. PER RCE BASE MAP TO ! I Y �/ -1•+ +6'-0"WALL +61-0"WALL r 9 Li. E K'-0'WALL 1 BE FIELD VERIFIED y y W TIME 1 ,^ y W W+ W y y .. .,. ,I. y y a ,I. W '91 Ci1.�K' AC. +6'-0•WALL W C •� 99D:, 'f 1 r r r l ! N y .. I' l d' lJ � y _ .. 1 r ({t f i 1 / I - AD x e1 _ z-.=fia'994_._.._ _ X ._ -..- --- -- x -- - ✓,'�-; Ny y -� - s x y - y)e:-.._ ,I.._ �.... 9O na ; I 8 .,� o M a y rr w � l , i � -' - X ---__-... y� __ X _ ,: WyLLyW yW_ �' PI'J \TETe'M' a J N J i ,t.t�� - ' � 3gge. ✓.. -` ` ------ -_ --- X -tE� N72'�4'°aP1 4 �' M 9258.25' -72'35'14'W N m I f /r r l x33 +6'-0" WALL x14 % x +6'-0^ WALL x99932 D IgE ARC LOT 37 i $� ij % TRACT NO.33076.1 / / ; r ! v KRISTI W HANSON O A.PN. 767-680-042 // TY N0, C 24647 Ti i I � APPROVED PAD =996.0' I ; x995. I 1 Y,D � m REN.08,9112017 Construction is ��D� PE "AN ADEOU,ATEI SIZED b 'BRIS /ONER ! �9 gB2 on the following Code Holidays: ,S REQUIRE%ON ThE J��SITE/, URI �J ALL OF vF� , p SES G NSTRUidffi 1 D P 4 T BE CO / NSTRUCT ION � ! i ' yea ' RE DO SO REVISION LIST ®L P,�e�v 1 ear's Day pay 9 { D AS NECESS�Ry: FA Jr. SCHEMATIC, , ° - April 30 y � Dr• ;artin Luther KindX29 �' THE CITY/fO/HAS! ; HE AINER 20,6.0,-2, - \ \ yn9, y�.o :30 B.�i1 "AVe1It s Day �:,p A DESIGN DEV. z % 25 � 4ti*'t3 Y - ridf13': 7:Q� a.m. t , ^ , % E T THE EXPOSEi F T OWNER/ 2016.03-03 i y `\ i1s ggam x . T .': �i:(}O a.m. t0 x:00r- ,aJ-v / n ' % % �° C P.M.�•�. '�� ur i Day , ,, ,, fE / /' LU a CONST. DOCS.LU ;,t�� � s FACTOR.- , r�? �rt' sf''t 15 I,w'rn� ,device Day / ' V,Tk 2016-04-21 I y'S• 11=0 % CITY SUB. 1 Day 2016.05.05 r� + CITY SUB. 2 v 6-195 a..m� t4b �/ 0' ! 1� .ri a Day Day / to s�0?�'\'L'a Day �ia'i`�'V " �•a. ,. � S UN3'I• EP i; 'ieirnas Dial W1 vi CONSTR. REV 1 z Code CITY OF LA QUINTA CONSTR. REV 2 :) • BUILDING & SAFETY DEPT. Z CONSTR. REVS I TREES PER LANDSCAPE TREES PER LANDSCAPE --�,-RE-I�I��E�TIea� 2�- APPRO D_--- -- ----------------------------------------- ;-- - - - - -------------------- - - - - -----It-OT� W19STRU lYO'- - - - - -- 1518 jt" ,r • `,, a . / �a, - N„_ III T .T, I TREES PER LANDSCAPE f,. J TREES PER LANDSCAPE �'s'iSr \ --...j I! i w` 3< ..... _ I.._._. . .___,I # L F r A �,;. CONTACT: 767-68 L BE CHARGED I /� �- , ,> i I_ %_I, �I I, _ -. - -- _ A.._. - 0131 GA _ [� (I �//////� EXISTING TREES �. ,a . ... II- _- - - - ©.`1�C• �_l'�1/[jal S L +.:r EID _ . o•. - SCALE: U8. =1, 0., -� I ! N 6Y ` .. ,. T� �-; <..a i,..v' �...,.�'c'. � i � I i i �! !1 i ir-•--�-- - � y-- - --- � � I��� ^b'v I 2 S 1 r ROSSAVENI TIO I INSPEC SITE PLA �1— ,4 �' {GROUND COVER �`__S".�_.t,,.PER LANDSP�.____.."-_.._j 'I BILLIARDS ROOM : . .. - - - _ _ - - - _ - - - - -- - y.��YIt -------- - - - - - - - ^”` - ------- - -- _ _________ N `= -v OUTDOOR LMNG_ _�.' : - - .{ k i DRIVEWAY - - _ - - - - r (I •!`- - ENTRY K., W 997.00 P.E. -___.-__--.. ._.._ ,. y, .: g ; } '.:- i•. .;. '7 - .,,.:- ay... 1 v #• [ 997,DQ RE.. -r _< t� ., .,. ._ -.. ... ....:: .x,,. ;1i -='"`:w.. - r< ry RE � € _ ,. .. .. :ms's .•.1,-> c rJ , :.. , . , 4C'• .. .i .#.. ,• __..... 1, ,-. g,, , .a_ ).. - .. .., . • � ) , ..� o- J-.- t..w< ... 4y w.a. � , a ,.. _ ....... .... 'k . .- _ a ,. :w.,' '#... , k. _.:.,: . , .. _,... -.., -_5 ,:,t:. -. < .. , .0. S4 ,. •S �.. ,..a... , ... . ♦. , ....:, rr�, ,�... ':,, f r,.. ,x PER �, .. Y i.. .. .....-SA+` >,#' •� , I r .. .. .. ,.: .. _ t,. ,.• , � V. , .. a .. 5 .. ..... .. ..y .. _ , . „r .... .... ., ..:CARTRATH ..w'�°, `... .. . c-.." a �'?�.-,�f" _ •. __ --_ - -:' .. r ...r a •+r .. > -:. _ _.,. ... , '... �... , i'" .. ,. ,.., ._.... ... a,._. .,. :.:,... -.,.: r:. , ... `-� -:: ._ .. :-•t- ... - -.. t� .-:.: m :<.- :., III Q.C. SS1 SITE SECTION — — I SCALE: 1/8" = V-0" _ I I ' I ' _ � , _.. _ ..__ :. _. .. �..... _ , .. ,.. �... .. .. .. ... ._ _.. ...;,_..._ �,. LLL,. .•Lil _.., '. L I - - I I:._.. .- I 'c I