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BPOL2016-004078-495 . wit 4 VOICE (760) 777-7125 CALLE TAMPICO C��0 D LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 4/1/2016 Application Number: BPOL2016-0040 Owner: Property Address: 57850 RESIDENZA CT CT - FONDA LACERRA APN: 764460033 1217 SEDONA Application Description: FONDA LACERRA / POOL BBQ FIRE PIT co ., ORANGE, CA 92253 Property Zoning: p CD rz Application Valuation: $80,000.00 �• d Applicant: o Contractor: CALIFORNIA POOLS INC DBA CALIFORNIA POOL Q. v CALIFORNIA POOLS INC DBA CALIFORNIA POOL 34 WATERWORKS WAY I 4 WATERWORKS WAY IRVINE, CA 92618 I RVI NE, CA 92618 s� (800)282-7665 LIc. No.: 185102 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: C53. B License No.: 185102 Date: 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).: (_) 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, 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 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 Na Lender's WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I 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 performance 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: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 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 Building Official 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 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 construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. Date: Signature (Applicant or Agent): QTY AMOUNT PAID PAID DATE FINANCIAL INFORMATION DESCRIPTION ACCOUNT BSAS 581473 FEE 101-0000-20306 0 ,$4.00 $4.00, 4/1/16 PAID BY METHOD RECEIPT# CHECK# CLTD BY STRATA GROUP INC. • CHECK R14427 1641 SKH Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $4.00 .$4.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DEVICES, FIRST 20 101-0000-42403 0 $24.17 $24.17 4/1/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY 'STRATA GROUP INC. CHECK R14427 1641 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 4/1/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY STRATA GROUP INC. CHECK R14427 1641 SKH Total Paid for ELECTRICAL: $48.34 $48.34 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 4/1/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY STRATA GROUP INC. CHECK R14427 1641 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC .101-0000-42600 0 $60.91 $60.91 4/1/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY .STRATA GROUP INC. CHECK R14427 1641 SKH Total Paid for FENCE OR FREESTANDING WALL: $108.77 $108.77 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 1-4 OUTLETS -• 101-0000-42401 0 $12.09 $12.09 4/1/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY STRATA GROUP INC. CHECK R14427 1641 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $24.17 $24.17 4/1/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY STRATA GROUP INC. CHECK R14427 1641 SKH Total Paid for PLUMBING FEES: $36.26 $36.26 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SWIMMING POOL/SPA 101-0000-42404 0 $181.29 $181.29 4/1/16• PAID BY METHOD RECEIPT # CHECK # CLTD BY STRATA GROUP INC. CHECK R14427 1641 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SWIMMING POOL/SPA PC 101-0000-42600 0 $98.62 $98.62 4/1/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY STRATA GROUP INC. CHECK R14427 1641 SKH DESCRIPTION ACCOUNT' Q AMOUNT PAID, + PAID WATER FEATURE 101-0000-42404 -.0 $362.58 = '. $362.58 4/1/16 PAID BY METHOD RECEIPT # CHECK #', CLTD BY STRATA GROUP INC. -CHECK . R14427 ' 1641 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER FEATURE PC' ,. 101-0000-42600 '0 $197.24 $197.24 4/1/16 PAID BY METHOD RECEIPT # CHECK #_ CLTD BY STRATA GROUP INC. CHECK' R14427 1641 SKH t, Total Paid for POOL / SPA: • $839.73 ; $839.73' TOTALS:• $1,037.10 ` Permit Details PERMIT NUMB Cit of La Quinta BPOL-2016!00 Description: FONDA LACERRA / POOL BBQ FIRE PIT, Type: POOL - Subtype: Status: UNDER REVIEW Applied: 3/29/2016 RSE Approved: Parcel No:•764460033 Site Address: 57850 RESIDENZA CT CT LA QUINTA,CA 92253 t Subdivision: TR 30092 Block: . Lot: 88 Issued: Lot Sq Ft:•0 • Building Sq Ft: 0 Zoning: Finaled: Valuation: $80000.00 .- • (Occupancy Type: Construction Type: Expired: Summary No. -Buildings: 0 • No. Stories: 0 No. Unites: 0 CHRONOLOGY Details: POOL W/(2)FIRE FEATURES, SPA, (1)FIRE PIT,BBQ W/GFI, (2) WATER FEATURES AND WITH 17LF 5' EQUIPMENT WALL THIS PERMIT DOES NOT INCLUDE ELECTRICAL AT BBQ. GAS LINES ARE TO BE SLEEVED. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE. W' - ' FINANCIAL INFORMATION . Printed: Friday, April 01, 201610:10:46 AM -1 of 3 C SYSTEMS ADDITIONAL Process Summary CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK SUBMITTAL RAMSES SEVILLA 3/29/2016 3/29/2016 ' RECEIVED - CONDITIONS FINANCIAL INFORMATION . Printed: Friday, April 01, 201610:10:46 AM -1 of 3 C SYSTEMS ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK SUBMITTAL RAMSES SEVILLA 3/29/2016 3/29/2016 ' RECEIVED - CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT. CALIFORNIA POOLS INC DBA 34 WATERWORKS WAY IRVINE CA 92618 - SERGIORODRIGUEZ@C CALIFORNIA POOL ALIFORNIAPOOLS.COM CONTRACTOR "CALIFORNIA POOLS INC DBA 34 WATERWORKS WAY IRVINE CA 92618 SERGIORODRIGUEZ@C CALIFORNIA POOL ALIFORNIAPOOLS.COM OWNER FONDA LACERRA 1217 SEDONA ORANGE CA 92253 FINANCIAL INFORMATION . Printed: Friday, April 01, 201610:10:46 AM -1 of 3 C SYSTEMS INSPECTIONS PARENT PROJECTS Printed: Friday, April 01, 201610:10:46 AM 2 of 3 - OWsrsrEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY , BSAS SB1473 FEE 101-0000-20306 0 $4.00 $4.00 4/1/16 R14427 1641 CHECK STRATA GROUP INC. SKH Total Paid for BUILDING STANDARDS ADMINISTRATION $4.00 $4.00 - BSA:. _ DEVICES, FIRST 20 101-0000-42403 0 ` $24.17 $24.17 4/1/16 R14427 1641.- CHECK STRATA GROUP INC. SKH' DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $--24.17.- 4/1/16 R14427 1641 CHECK STRATA GROUP INC. SKH Total Paid for ELECTRICAL: .$48.34 $48.34; WALL/FENCE - FIRST 101-0000-42404. 0 $47.86 $47.86 4/1/16 R14427 1641 CHECK STRATA GROUP INC. SKH 100 LF WALL/FENCE -,FIRST 101-0000-42600 0 L $60.91 $60.91 4/1/16 R14427 1641 { CHECK STRATA GROUP INC. SKH 100 LF PC 108.77 Total Paid for FENCE OR FREESTANDING WALL: $108.77 $1.08.77- GAS SYSTEM, 1-4 GAS 101-0000-42401 0 .$12:09 ~ $12.09A 4/1/16 R14427 1641 CHECK STRATA GROUP INC. SKH' OUTLETS w . GAS SYSTEM, 1-4 101-0000-42600 .0 $24.17 • $24.17 4/1/16 R14427 ,,1641 CHECK, • STRATA GROUP INC. SKH OUTLETS PC - y ' Total Paid for PLUMBING FEES: $36.26. • _ $36.26 - - SWIMMING POOL/SPA 101-0000-42404 10 $181.29 $181.29 4/1/16 R14427 1641 CHECK STRATA GROUP INC. SKH SWIMMING POOL/SPA 101-0000-42600 0 $98.62 $98.62 ; 4/1/16 R14427- 1641 CHECK STRATA GROUP INC. SKH PC WATER FEATURE. 101-0000-42404 0 $362.58 $362.58 4/1/16 R14427 1641 CHECK- STRATA GROUP INC. SKH' WATER FEATURE PC 101-0000-42600 0 $197.24 $197.24 4/1/16 R14427 1641 CHECK STRATA GROUP INC. SKH Total Paid for POOL / SPA: $839.73 $839.73 • • INSPECTIONS PARENT PROJECTS Printed: Friday, April 01, 201610:10:46 AM 2 of 3 - OWsrsrEMS UJII • �..r OF y REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNEDSTATUS REMARKS NOTES $. ' 'DATE ' 1ST BLDG NS (1 + k JIM JOHNSON -3/29/2016 3/30/2016, - DAY) y _ BOND INFORMATIONt - •` ' .1 F • 3 �. r �', .^ a , ' .`-s+ �y > ,- t.' >, ' } r ', -., :` ;j. , . .' • • -.l� - ' - ,`' •tom.. ,/ •. • •.• • _ _• ;' r. y �- .M. • 1 - „�; .. > n ' • � .r jl. •. .` yr f •-.. •• ,• 1 - ' •. a •• ' ,F : - r 1 z Printed: Friday, April 01, 201610:10:46 AM 3 of 3sysreMs :' Bin # City of La Quinta Building & Safety Division ... . 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #f Project Address: S� SQ Q+ rte• Owner's Name: D �, A. P. Number: Address: 5'7 Frogeg':'d-cm-24 Legal Description: City, ST, Zip: LA & 'A n Contractor: 10,6b Telephone: hone: / :.>:.;;:.> 01 Address: �4 % Q� �C ?� w 7 Project Description: a dCi .S r /oti .i City, ST, Zip: xe' 1'x,01 l r!^ / T ^ • `t W i SD4h Tel ehne P o . 6 ' 76&239`071-1 8 D 7 State Lic. 0 City Lie. #; Pool L.OU I Pr 51wo B67 Arch., Engr., Designer. od(d 5 miM ,r;tb -546GPIL Address: 1 L! VBG 0 GA5 To '09- 09-City., City.,ST, Zip: �, d vfliTii.'ji: :i �Telephone:76D6lDd Co tructi on Type: Occupancy:cY State Lic. # G Project e � o ct tYP circle one • w Add'n to J )• e Alter Repair Demo P Name of Contact Person: S•G(` Od t"/ K,� -1 Sq. Ft.: # Stories: #Units: Telephone # of Contact Person: Q ITT) O Estimated Value of Projec �� Q APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction ' Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- 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 0 6T Mis POOL SPECS SIZE: 12X60 SQFT:1400 DEPTH:3-5 PERIMETER260 EST TOTAL GALLONS30000 SKIMMERSA RETURNSPER PLAN INTERIOR MATERIALPEBBLE SPECIAL: TILE: GROUP 3 NOTES: SPA SPECS SIZE: 7X12 SQFT:60+ DEPTH: PERIMETER56 EST TOTAL GALLONS900 SPILLWAY:OPEN SPILL RAISED HEIGHT:18" SKIMMERSNA RETURNS'12 JETS TILE: QUARTZ STONE SILVER INTERIOR MATERIALT. BLUE MINI PEBBI F SPECIAL: NOTES: PLUMBING RETURNSSTD SKIMMERS:4 POOL MAIN DRAINSSPLIT SPA MAIN DRAINSSPLIT CLEANING SYSTEMJONE HEADS: VAC LINES:STUB ROBOT VAC: WATER FEATURESBEE PLAN SPA SPILLWAY: LIGHTS IN POOL:6 LIGHTS IN SPA:2 TOTAL PIPE: SPECIAL: NOTES: DECK DECK TYPEBELG. MEGA ARBEL ELEVATION: TOTAL DECK SQFT600 PERIMETER: RAISED BEAM: LIP STYLE: MATERIAL 1: MATERIAL 2: SPECIAL: NOTES: EQUIPMENT POOL PUMPEPUMP 2ND PUMP:STEALTH FILTRATION:CART FILTER SIZE:460 HEATER:JXI INLINE: TIMER: RS -6 GAS: SPECIAL: NOTES: By: Date: By: Date: By: Date: By: Date: By: Date: By: Date: By: Date: By: Date: By: Date: a N d1 —0,04P ti P y. l�,p 2'� 1 N � GROTTO STYLE WATERFALL. HT. WILL NOT EXCEEED WALL HT. u TE PLAN FEVIE r conformance to ral details 7„_ Todd L. Lacher, R.C.E. 67656 c o Pool Engineering, Inc. f ral d tails shag take precedence over conflicts wilh site plan, e s D64JEOM10 E:DC>- a ' u To Pod ` t G E e FRONT YAR TO REMAIN AIS L ARU"E R RA R E S I D E 1"N" C E 57850 RESIDENZA C 0`� U RT 4011%& 1 1 K C A LA UUINTA A T - fi NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD'G SURCHARGE A STEP OPTIONS• NOTE: SLOPE EARTH SURFACE 1/4" PER Y E TABLE NO. 1 GENERAL NOTES 1 THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT GLAZING IN HAZARDOUS LOCATIONS WHEN E U BENCH AND BOND BEAM HORIZONTAL BARS MA B 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8" TO OVER OR UNDER VERTICAL BARS. SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 1/4" PER FOOT AWAY FROM POOL. TYPICAL INCLUDING ALL SPECIAL DETAIL 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN WOOD FRAME BUILDING THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. APPROVED SEALANT RECOMMENDED (PER 1500 #/FOOT MAX. DETAIL #8). REQUIRED W/ EXPANSIVE SOIL. BASIC GRID #3 TABLE i TABLE 5 " COPING r"- _N BARS 0 12 O.C. BOND BEAM A TABLE TABLE TABLE WATER SURFACE. - DRAIN SEE TABLE #1 & DETAIL #12. DECKING. MINIMUM APPROX. 3" BELOW S Of WIDTH PER LOCAL B E F G BOND BEAM. BEn UILDING CODE _ c, o y ;�, _ 3' 0" MIN' z H Q C o 3 m X � ¢ o rn ¢ U 0 0 { "o m COPING M w z 3" ¢ I F NO R.B.B. o it o "' a -- ........ _. _. _....» _ _�, � v, { --I { {'m n r�r ¢m n..�-w�:.,.�;,�.�s :r � �.. Z CLR. y X ., I i ¢ y o BENCH STEPS DO 1 0 BENCH/ STEPS i- { I T i� ¢ EE OPTIONS 1 / co w o c v S �J 1 �/ UNDISTURBED SOIL. I o N ¢ N ABOVE F 1500 PSF MIN. co { {• J I BEARING VALUE. , �- _ _; .._� ._.. , . ... _ _ L.. _ .. INFLUENCE LINE N I! I { I I' { FOR FOOTING 'C' SHOTCRETE COVER S� UNDER- ........ _..».L.I .._..i { SURCHARGE TO BE CHANGED WATER I 1 I ! . UNIFORMLY,1 �P LIGHT PER rn '� I . SEE TABLE 1 I DETAIL #10. _._. i „. " ADD #3 0 12 O.C. _ LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAYO • FOR EXP. SOILS. VARY, LOCATE STEEL I , • p°� TYP. FLOOR 3" CLR FROM EARTH �i m STEEL BASKET IS NOT REQUIRED II: , „ SURCHARGE�� VERTICAL STEEL. . 6 THICK MIN. SHOTCRETE (GUNITE) USE TABLE 1 SCHEDULE 'D', V - �, 24" MIN. I� DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. SEE TABLE 1 " ENCROACH INTO GUNITE SHE EACH DIRECTION (BUILDING SURCHARGE) WHEN EXTEND WALL SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. #3 BARS 0 12" O.C. (30" M!N. FOR TABLE 5G) PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH HYDROSTATIC VALVE AND ROCK ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING S. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD'G SURCHARGE A B C p i0 io (4) #3 BARS. io (4) #3 BARS. io (4) #3 BARS. E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. D R INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THE FOLLOWING AGENCIES VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'0" 1'-0"#3 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO 0 12" 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" _ 3'6" 1'-0" F3- EXPANSION. BUILDING ENERGY EFFICIENCY STANDARDS. 3" 2. A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BE BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 3" 3" 4'0" 1'-0" BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & E UIPMENT- Q Q STANDARDS CODE, AND LOCAL ORDINANCES. 3" 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, 4" 4" 4'6" 1'-0" ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR 4.2. SYSTEM IS INSTALLED WITH: 31h' 5" 5" 5'0" 1'-6" 3" #3 06- 4" #3 0 6" 5" #3 0 6" ».._ �.».... .a ...... _..... _.. _..» ...._ 5" #3 0 6- ........... _............. ... 5'6' 2'-0" 3" HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE 4" " 5- 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALT. BE BONDED IN 6.0,+ 2,-6" - 3" 4" '. 6" 5�p 6'6" 3'-0" 3" FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL _ 4%" 7" 61h' 7'0" 3'-6" 3" a _ ..».. 5" •......... 8" 7�%- 7,6" 4,-0" 3' 5�%" 8�W 8�%. 8'0" 4'-6" 3" 6" - 8�" 8'6' 5'-0" 3" - 6" [29" 9" INDICATES TYPICAL RADIUS ACTUAL RADIUS �- ( NO DECK OR HIGH MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL 'D' IS DISTANCE DOWN PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, R Q IRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. SLOPES AND STRUCTURES. IN SAN BERNARDINO COUNTY POOL APPROVED FOR PRIVATE 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN USE ONLY, A SOILS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDINO COUNTY ZONING CODE. A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE WALKING SURFACE. RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD CONTINUOUS SHOTCRETE INSPECTION POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL ENGINEERING DETAILS PRIOR CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT ONLY FOR STATED EQUIVALENTT FLUID PRESSURES AND POOL ENGINEERING INC. INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THE FOLLOWING AGENCIES RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. AMONG OTHERS REQUIRE CONTINUOUS INSPECTION: 3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE A. THE CITIES OF: BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON, CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS HERMOSA BEACH, IRVINE, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS,LAKE SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. ELSINORE, LONG BEACH, LOS ALAMITOS, MISSION VIEJO, NORCO, SEAL BEACH, STANTON, TUSTIN, VILLA PARK, WESTMINSTER, MORENO VALLEY, BELLFLOWER, YORBA 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO LINDA, SAN DIEGO, SOUTHGATE, MONROVIA &ONTARIO (FOR SPECIAL CASES). NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL; STANDARD WALL SECTION FENCING, CONCRETE DECKING AND POOL GEOMETRICS. TITLE 24 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 7. POOL/SPA THE PCTER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL 1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE EXPANSION. BUILDING ENERGY EFFICIENCY STANDARDS. 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA 2. A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BE BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL INSTALLED BEFORE THE PUMP. CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013 3. ALL ELBOWS SHALL BE SWEEP ELBOWS. BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & E UIPMENT- Q Q STANDARDS CODE, AND LOCAL ORDINANCES. 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, GEOMETRIC STANDARDS AND/OR LOCAL CODES. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO 8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES., ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR 4.2. SYSTEM IS INSTALLED WITH: ASSISTIVE DEVICES FOR THE DISABLED. A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. 10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. SITE. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE 4.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR PERMIT OFF PEAK OPERATION. RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS FENCING AND BARRIERS REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. - _ ELECTRICAL AND PLUMBING 1. PRIOR To FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2013 CEC. SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 6 HIGH. ACCESS GATES 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALT. BE BONDED IN THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE ACCORDANCE WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM PROVIDED AS SPECIFIED IN CEC 680.26(8)(2)(A) OR (2)(8) AND SHALL BE ATTACHED LOCAL CODES, THE LOCAL CODES SHALL PREVAIL TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF 2. WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE CBC FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL SECTION 3109, INCLUDING LOCALLY ADOPTED AMENDMENTS. i (SEE GENERAL NOTES #3) BOND BEAM PER SURCHARGES NOT COVERED BY THIS PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 M � 1/4" PER SURCHARGE DETAILS ARE REQUIRED. FOOT. 71 j 4)11 SPECIAL DETAIL REQUIRED ¢ "' WHEN LESS THAN POOL DEPTH OR H/4 ¢ m m (1) #4 0 TOP SPECIAL DETAIL REQUIRED (7.5' MAX. H/4) i z WATERPROOFING RECOMMENDED. HORIZ. STEEL • m o Z m z o 6" C.M.U. W/ WHEN LESS THAN H/6 1 0 o m (10' MIN., 20' MAX.) BARS 0 12" O.C. N a wo #3 VERT. BAR 0 24" O.C. SOLID GROUT. CL POOLS SHALL COMPLY WITH SLOPE ALTERNATIVE BOND--X- BEAM ONDS o 12 I: BEAM LOCATION .� WATER �E BOND BEAM SETBACKS PER CBC SECTION 1808.7.3 LINE. VERTICAL STEEL W/ Z VERT. STEEL ca SURCHARGE CONDITIONS ADDITIONAL SPECIAL DETAILS N.T.S. 3 SEE TABLE E. F OR G 24" MIN. EMBED. - REQUIRED FOR CONDITIONS ABOVE 3- .G. TYP. HORIZ. STEEL CLR. 'C, L � REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR. -'BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES: 0 (GUNITE) THICKNESS PER _ - - 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE 11 (NON -MOISTURE o� �. APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBCABC SEC. 2103, AND nnr'vv^.,< ursn. SCHEDULE. ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. z t �- 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. sLG'POOL FLOOR THICKNESS [S I . r 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC. of co e MAY VARY TO ACHIEVE t '° 2103 & ASTM C 270. 4 DESIRED WATER DEPTH. - -- - NON -EXPANSIVE E ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T' NO DECK/HIGH W. MASONRY SCREEN OR GARDEN WALL DOES NOT REQUIRE WALL (RAISED OR NOT RAISED). * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL BUILDING FOOTING SURCHARGE FROM TOP OF POOL WALL. IN COUNTY OF ( 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL I D C FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN C SURCHARGE DETAIL) BARS ARE REQUIRED. DOES NOT APPLY TO SUPPLEMENT DETAILS ( ) L.A. USE DETAIL 271-60) RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING 3" ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. 3" #3 0 12" + 4'0" 3" THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. POOL SITE PLAN. 3" - 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. B. IN THE CITY OF SAN DIEGO FENCES AND BARRIERS SHALL COMPLY WITH THE TYPICAL LONGITUDINAL SECTION N.T.S. 2 STANDARD WALL SECTION ORANGECOUNTY SPECAL NOTES" REGARDING DESIGN E.F.P.GE REFER TO FOR POOLATED S OF N.T.S. 1 #3 0 6" .........,.. ._._ . 7. POOL/SPA THE PCTER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE REQUIREMENTS 05, DIVISIONDIN 03. THE CITY OF SAN DIEGO MUNICIPAL CODE, CHAPTER 14, 5-6- 3" 4" 6" 6'0" 3%" 5" 7" 6'6" 4" 6" 8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP-7 AND 2013 CBC SECTION 3109.4.4.8. COUNTY OF LOS ANGELES SPECIAL NOTES 9. KEEP CONCRETE DIAMP CONTINUOUSLY FOR 14 DAYS. 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH). 6" #3 »®»»4" SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE: WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM 9. A PRESSURE VACUUM BREAKER BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.5.21 1. N THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, 7" WHEN LESS THAN 10' SLOPE SURCHARGE CONDITIONS THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL 8" STRUCTURAL NOTES AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF (SEE GENERAL NOTES #3) BOND BEAM PER SURCHARGES NOT COVERED BY THIS PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 M � 1/4" PER SURCHARGE DETAILS ARE REQUIRED. FOOT. 71 j 4)11 SPECIAL DETAIL REQUIRED ¢ "' WHEN LESS THAN POOL DEPTH OR H/4 ¢ m m (1) #4 0 TOP SPECIAL DETAIL REQUIRED (7.5' MAX. H/4) i z WATERPROOFING RECOMMENDED. HORIZ. STEEL • m o Z m z o 6" C.M.U. W/ WHEN LESS THAN H/6 1 0 o m (10' MIN., 20' MAX.) BARS 0 12" O.C. N a wo #3 VERT. BAR 0 24" O.C. SOLID GROUT. CL POOLS SHALL COMPLY WITH SLOPE ALTERNATIVE BOND--X- BEAM ONDS o 12 I: BEAM LOCATION .� WATER �E BOND BEAM SETBACKS PER CBC SECTION 1808.7.3 LINE. VERTICAL STEEL W/ Z VERT. STEEL ca SURCHARGE CONDITIONS ADDITIONAL SPECIAL DETAILS N.T.S. 3 SEE TABLE E. F OR G 24" MIN. EMBED. - REQUIRED FOR CONDITIONS ABOVE 3- .G. TYP. HORIZ. STEEL CLR. 'C, L � REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR. -'BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES: 0 (GUNITE) THICKNESS PER _ - - 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE 11 (NON -MOISTURE o� �. APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBCABC SEC. 2103, AND nnr'vv^.,< ursn. SCHEDULE. ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. z t �- 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. sLG'POOL FLOOR THICKNESS [S I . r 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC. of co e MAY VARY TO ACHIEVE t '° 2103 & ASTM C 270. 4 DESIRED WATER DEPTH. - -- - NON -EXPANSIVE E EXPANSIVE NO DECK/HIGH W. F G E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. D C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'6" 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" + 4'0" 3" THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM 3- 4' 3" 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. 3%" - _I 5" GIVEN POINT IN THE POOL STRUCTURE. SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE 5'0" 3" #3 ._........ 0 6" _» .. » 3%" #3 0 6" .........,.. ._._ . 5" #3 0 6- .»... ....... ... _....... 5-6- 3" 4" 6" 6'0" 3%" 5" 7" 6'6" 4" 6" 8" 7'0" 5" 9. KEEP CONCRETE DIAMP CONTINUOUSLY FOR 14 DAYS. 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH). 6" #3 »®»»4" 8" #3 m - 0 3- - 7'6" 5%- 6" 8" 8'0" 6%" 7" 8%. 8'6" 7'1h" 1. T� PUNY FOR 14 DAYS AFTER INSTALLATION. (LIGHT WHENMPOOL BERNARDINO SPECIAL NOTES 8" 9%„ 910" 8" 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING ALL CONCRETE IN CONTACT WITH SOIL 9" - - _ 10�fi" 9'6" 9" 10" 10'0" 9" '_ 11„ 12" 11" 12'%" T 1 ;;' >' SHALL HAVE AT MIN: Fc = 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0.45 SEE STRUCTURAL NOTE #1 SHALLOW FEATURES - .. MAINTAIN 18" MIN. EMBEDMENT INTO NTS. t� RAISED' BOND BEAM N.T.S. rj NOTES BIY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE C UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, NOTE: BOND BEAM PER TABLE 9" & LARGER CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES g"_g" -„--- 9 1/2" �� 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO SPA AIR -LINE NO. 1 & DETAIL #12. �`�`- 2" EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL MAY BE LOOPED } INTO SPA BOND car.11 rrur" am v u : w .= r-� i'--`-; LEVEL TOP OF' GUNITE 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. 10 I I MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID PER DETAIL 8 w 'V PROVIDE 2 1/2" COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, BEAM. MAINTAIN x ZI (2) #3 X (4) #3 BARS / F # - IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR o i 1 , _ , W GROUT &PLACE �') CLR. BETWEEN 1" CLR. TO REINF. a i 11 BARS. -' DECKING E- LISTED ELECTRICAL J BOX. -'k- PARALLEL BARS. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY I 6° #15 FELT OR 4 MIL ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE o N 1" MIN. CLR. VISQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER `o AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION w I THICK X #3 BARS COPING FINISH BOND BEAM W/ (4) #3 BARS DECKING. c ¢ 1 AROUND ALL " I AE-. LINE OR FLOOD LINE WHICH TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, 12 I3" SPA LIGHT o OC AROUND N PIPES. 0 O.C. WAY. m EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL #12. `oI BOND BEAM THE USER ACKNOWLEDGES THAT HE HAS READ & - d ,C SKIMMER PLUMBING MAY BE LOCATED PER TABLE N0. 1. EQ. EQ. WATER " �C �' co 'I ww IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN LINE.24 WATER COVER. \\ I 1 w W611 UNE. (2) #3 BARS \\,f' ,1 MAINTAIN 1" CLR. TO REINF. 3" BARS MAY OVER OR CALCS BY: A.J.C. REINFORCING PER DETAIL #10. LAP \\ C (..-..:F ci Z 2 1/2" n 5 UNDER VERTICAL BARS. COMPACTED CLR. NOT REQUIRED IF 6" MIN. MIN' BEND �\� � W FILL-7CLR. ,� o ; " DRAWN BY: T.L.L. CLEAR PROVIDED. 5" MIN.-----�" _. BOND � I `9 M Z - N PRECAST COPING OR BRICK 12 24" MIN. LAP a AROUND ALL, o BEAM - a <<O� 1 4 0 'T' ®Q 8" CHECKED BY: R.L.L. fO " INTO SPA FLOOR 3 BARS ( S UNDER �� ;� \ �F 1 3 N o "'I`-'�` #3 BARS BENT CIRCULATION DRAINS: # I (, ( Itz 11... ¢ N " \N• 2 3 'Z' BARS SKIMMER. \ O M ¢ rr 0 48" O.C. PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL. 0 12"OC O # 1 #8 COPPER �\ 6 J m ,� (2) #3 BARS �., EA. WAY. " ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE GROUND WIRE _ o \ �A v=i `� a ` VENEER. `r ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY f-. o BEND (6) #4 BARS. BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM - LAP INTOSPAREINF: SECTION AT SKIMMER C.E.C. APPROVED OF ^ \� _ - I of 6SIO HORIZ. BAR s FIXTURE Fq - - _ oo VERT. STEEL 3" QEZ Nq FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN 112" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT & GFCI LENS �F,� -- -- - - 45. OR 90•. �� CLR. �j LAC F2 LAP SPLICE: I 24" 6" RECESSED ,p p•, v O F� ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. -LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT O 1_ 1 f -TILE y G POOL MIN. MI . LIGHT. 9y/A J BOND BEAM PER - j \ NO DECK WITH SPA DETAILS - SPA DETAILS MAY BE USED % 17 LAP (2) #3 BARS QO�Q� TABLE N0.1. -PLASTER EXPANSIVE SOIL CONDITION ONLY EACH FOR SPAS WITHOUT POOLS. N.T.S. N OF AROUNDWAY 18* 3• 18" MIN. pw E.F.P. = 62.4 P.C.F. C 67656 2017 LAP, TYP. �• ��`� ROCK OR BRICK NO CITY OF LOS ANGELES ONLY C 4'-0" MIN. IMPERVIOUS DECK a { APPROVED SEALANT - VERT. STEEL WOOD POST FROMTq CJV1L �\ SLOPE 1/8'-1/4' INSTALL PER MANUFACTURER I ' #3 0 6" O.C. ATTACHED PATIO COVER TF OF rnt>F 3 1 2" PER FOOT DRAIN 0 (2) #3 BARS. NOTES 5', 0" DEEP & BELOW. �2' m MAX. DEAD + LIVE LOAD = 2000 Ib. / F- OR 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO - HORIZONTAL STEEL. ROCK ON BOND BEAM. I I LEVEL TOP OF BOND BEAM Z NOTE: ` BRASS CONDUIT TO POOL REBAR OR NON-METAWC I I WITH GROUT & PLACE 15# rn 3" CLR. -i`� 5" MIN. CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE #3 BARS 0 12" O.C. TYP. M L i FELT OR 4 MIL. VISQUEEN ON �1 J SATURATION m PROVIDE CONTROL JOINTS g o m o ii TYPICAL. TYPICAL INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. ANCHORAGE PER PATIO COVER I �� TOP OF BOND BEAM. PLAN VALID ONLY WITH WET RECOMMENDED WHERE APPROPRIATE. NOTE PLAN. BOND PER ELECTRICAL �, i 1 " 0 o I STAMP & ENGINEERS SIGNATURE PRIOR TO 11 2 SWANNING POOL LIGHTING FIXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND &PLUMBING NOTE 2. IN RED INK ON PLAN. L -I POURING DECK. 1r PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24' MIN. EACH SIDE OF RAMP. 1 MASTIC 6" REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1/2" MN. CONC. DECKING. AUTHORIZED SIGNATURES: SEE ELECTRICAL AND r E" -TILE s OTHER EXP. MATERIAL CONCRETE SHALL PLUMBING NOTE #2 REGARDING I FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE RONALD L. LACHER, P.E. TODD L. LACHER, P.E. KRISTOF NADASDI, P.E. EXPANSIVE SOIL DETAILS (TARE NOT MET U3E TABLE 1,MSCHEDULERC'M� N.T.S. 8 SKIMMER DETAIL N.T.S. g SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S. 12 JEFFERY P.E. CHRIS B Y COLLINS,COL INS, P.E. SHEET. STANDARD PLAN APPROVALS:pool Ron Lacher, R.C.E. CITY OF LOS ANGELES: #26$ (REQUIRES PEI 100 -LA) SAN BERNARDINO: #8201502720 KERN COUNTY: #213 (USE 45 P.C.F. MIN. WITHOUT SOILS REPORT) llg STANDARD POOL PREPARED IN ACCORDANCE WITH n 1201 N. Tustin Ave. CITY OF ONTARIO: #8201302960 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) THE 2013 CALIFORNIA BUILDING CODE elllet?i"111Cj Anaheim, California 92807 s SAN DIEGO: MP #351287 ORANGE COUNTY. #SW140089 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES inc. Fax: (714) 630-6114 100 SIMI VALLEY: 2013-1 LOS ANGELES COUNTY. #26077-14 VENTURA COUNTY. S.P.A. # 6-2008 (REQ'S PEI 100 -VCO) STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Phone: (714) 630-6100 SANTA CLARITA: CITY OF BEVERLY HILLS: #13 (:OPYr"'-lir 201° POOL FNGINEERIN^•'`'C. THE SITE PLAN. 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE 2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% BUILDING CODE (LACBC). COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN CUT -FILL TRANSITIONS. 2 1/2 FEET. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL 40 FOR #3 BARS AND 14 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW. CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". 3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH CITY OF SIMI VALLEY SPECIAL NOTES THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING IS #4 BARS AT 18" O.C.. 1. SEE THE ATTACHED "CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY 2. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (PCF) FOR POOLS GIVEN POINT IN THE POOL STRUCTURE. SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS j INSTALLED PRIOR TO PLACEMENT OF CONCRETE. REPORT (CBC TABLE 1610.1). 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE 1 A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4 -INCH. 1. WHERE SITE SPECIFIC SOIL TESTING HAS NOT BEEN PERFORMED: 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150. 1.1. POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUIVILENT FLUID PRESSURE OF 100 P.S.F. 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ,ACI 318(E.F.P.) SECTION 4.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL. ,_ 2• ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE BUILDING OFFICIAL STRENGTH (F'c) EQUAL TO 4,500 P.S.I., TYPE V CEMENT, AND W/C RATIO EQUAL TO 9. KEEP CONCRETE DIAMP CONTINUOUSLY FOR 14 DAYS. 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH). 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT SURFACE. CITY OF SANTA CLARITA SPECIAL NOTES 11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED A$ ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM --FEET. DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE. u5 OWNER USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. 1. T� PUNY FOR 14 DAYS AFTER INSTALLATION. (LIGHT WHENMPOOL BERNARDINO SPECIAL NOTES 2. DOENOT TURNETE ON ISNE COUNTY 1 OF SAN 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING ALL CONCRETE IN CONTACT WITH SOIL T 1 ;;' >' SHALL HAVE AT MIN: Fc = 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0.45 SEE STRUCTURAL NOTE #1 SHALLOW FEATURES - .. MAINTAIN 18" MIN. EMBEDMENT INTO NTS. t� RAISED' BOND BEAM N.T.S. rj NOTES BIY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE C UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, NOTE: BOND BEAM PER TABLE 9" & LARGER CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES g"_g" -„--- 9 1/2" �� 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO SPA AIR -LINE NO. 1 & DETAIL #12. �`�`- 2" EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL MAY BE LOOPED } INTO SPA BOND car.11 rrur" am v u : w .= r-� i'--`-; LEVEL TOP OF' GUNITE 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. 10 I I MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID PER DETAIL 8 w 'V PROVIDE 2 1/2" COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, BEAM. MAINTAIN x ZI (2) #3 X (4) #3 BARS / F # - IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR o i 1 , _ , W GROUT &PLACE �') CLR. BETWEEN 1" CLR. TO REINF. a i 11 BARS. -' DECKING E- LISTED ELECTRICAL J BOX. -'k- PARALLEL BARS. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY I 6° #15 FELT OR 4 MIL ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE o N 1" MIN. CLR. VISQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER `o AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION w I THICK X #3 BARS COPING FINISH BOND BEAM W/ (4) #3 BARS DECKING. c ¢ 1 AROUND ALL " I AE-. LINE OR FLOOD LINE WHICH TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, 12 I3" SPA LIGHT o OC AROUND N PIPES. 0 O.C. WAY. m EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL #12. `oI BOND BEAM THE USER ACKNOWLEDGES THAT HE HAS READ & - d ,C SKIMMER PLUMBING MAY BE LOCATED PER TABLE N0. 1. EQ. EQ. WATER " �C �' co 'I ww IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN LINE.24 WATER COVER. \\ I 1 w W611 UNE. (2) #3 BARS \\,f' ,1 MAINTAIN 1" CLR. TO REINF. 3" BARS MAY OVER OR CALCS BY: A.J.C. REINFORCING PER DETAIL #10. LAP \\ C (..-..:F ci Z 2 1/2" n 5 UNDER VERTICAL BARS. COMPACTED CLR. NOT REQUIRED IF 6" MIN. MIN' BEND �\� � W FILL-7CLR. ,� o ; " DRAWN BY: T.L.L. CLEAR PROVIDED. 5" MIN.-----�" _. BOND � I `9 M Z - N PRECAST COPING OR BRICK 12 24" MIN. LAP a AROUND ALL, o BEAM - a <<O� 1 4 0 'T' ®Q 8" CHECKED BY: R.L.L. fO " INTO SPA FLOOR 3 BARS ( S UNDER �� ;� \ �F 1 3 N o "'I`-'�` #3 BARS BENT CIRCULATION DRAINS: # I (, ( Itz 11... ¢ N " \N• 2 3 'Z' BARS SKIMMER. \ O M ¢ rr 0 48" O.C. PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL. 0 12"OC O # 1 #8 COPPER �\ 6 J m ,� (2) #3 BARS �., EA. WAY. " ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE GROUND WIRE _ o \ �A v=i `� a ` VENEER. `r ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY f-. o BEND (6) #4 BARS. BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM - LAP INTOSPAREINF: SECTION AT SKIMMER C.E.C. APPROVED OF ^ \� _ - I of 6SIO HORIZ. BAR s FIXTURE Fq - - _ oo VERT. STEEL 3" QEZ Nq FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN 112" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT & GFCI LENS �F,� -- -- - - 45. OR 90•. �� CLR. �j LAC F2 LAP SPLICE: I 24" 6" RECESSED ,p p•, v O F� ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. -LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT O 1_ 1 f -TILE y G POOL MIN. MI . LIGHT. 9y/A J BOND BEAM PER - j \ NO DECK WITH SPA DETAILS - SPA DETAILS MAY BE USED % 17 LAP (2) #3 BARS QO�Q� TABLE N0.1. -PLASTER EXPANSIVE SOIL CONDITION ONLY EACH FOR SPAS WITHOUT POOLS. N.T.S. N OF AROUNDWAY 18* 3• 18" MIN. pw E.F.P. = 62.4 P.C.F. C 67656 2017 LAP, TYP. �• ��`� ROCK OR BRICK NO CITY OF LOS ANGELES ONLY C 4'-0" MIN. IMPERVIOUS DECK a { APPROVED SEALANT - VERT. STEEL WOOD POST FROMTq CJV1L �\ SLOPE 1/8'-1/4' INSTALL PER MANUFACTURER I ' #3 0 6" O.C. ATTACHED PATIO COVER TF OF rnt>F 3 1 2" PER FOOT DRAIN 0 (2) #3 BARS. NOTES 5', 0" DEEP & BELOW. �2' m MAX. DEAD + LIVE LOAD = 2000 Ib. / F- OR 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO - HORIZONTAL STEEL. ROCK ON BOND BEAM. I I LEVEL TOP OF BOND BEAM Z NOTE: ` BRASS CONDUIT TO POOL REBAR OR NON-METAWC I I WITH GROUT & PLACE 15# rn 3" CLR. -i`� 5" MIN. CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE #3 BARS 0 12" O.C. TYP. M L i FELT OR 4 MIL. VISQUEEN ON �1 J SATURATION m PROVIDE CONTROL JOINTS g o m o ii TYPICAL. TYPICAL INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. ANCHORAGE PER PATIO COVER I �� TOP OF BOND BEAM. PLAN VALID ONLY WITH WET RECOMMENDED WHERE APPROPRIATE. NOTE PLAN. BOND PER ELECTRICAL �, i 1 " 0 o I STAMP & ENGINEERS SIGNATURE PRIOR TO 11 2 SWANNING POOL LIGHTING FIXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND &PLUMBING NOTE 2. IN RED INK ON PLAN. L -I POURING DECK. 1r PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24' MIN. EACH SIDE OF RAMP. 1 MASTIC 6" REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1/2" MN. CONC. DECKING. AUTHORIZED SIGNATURES: SEE ELECTRICAL AND r E" -TILE s OTHER EXP. MATERIAL CONCRETE SHALL PLUMBING NOTE #2 REGARDING I FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE RONALD L. LACHER, P.E. TODD L. LACHER, P.E. KRISTOF NADASDI, P.E. EXPANSIVE SOIL DETAILS (TARE NOT MET U3E TABLE 1,MSCHEDULERC'M� N.T.S. 8 SKIMMER DETAIL N.T.S. g SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S. 12 JEFFERY P.E. CHRIS B Y COLLINS,COL INS, P.E. SHEET. STANDARD PLAN APPROVALS:pool Ron Lacher, R.C.E. CITY OF LOS ANGELES: #26$ (REQUIRES PEI 100 -LA) SAN BERNARDINO: #8201502720 KERN COUNTY: #213 (USE 45 P.C.F. MIN. WITHOUT SOILS REPORT) llg STANDARD POOL PREPARED IN ACCORDANCE WITH n 1201 N. Tustin Ave. CITY OF ONTARIO: #8201302960 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) THE 2013 CALIFORNIA BUILDING CODE elllet?i"111Cj Anaheim, California 92807 s SAN DIEGO: MP #351287 ORANGE COUNTY. #SW140089 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES inc. Fax: (714) 630-6114 100 SIMI VALLEY: 2013-1 LOS ANGELES COUNTY. #26077-14 VENTURA COUNTY. S.P.A. # 6-2008 (REQ'S PEI 100 -VCO) STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Phone: (714) 630-6100 SANTA CLARITA: CITY OF BEVERLY HILLS: #13 (:OPYr"'-lir 201° POOL FNGINEERIN^•'`'C. PIAZZA SERENA HOMEOWNERS ASSOCIATION Professionally managed by 68-950 Adelina Road PCt'SOfllillZC' Cathedral City, CA 92234 pi Phone: (760)325-9500 Fax: (760) 325-9300 ..Nana emend . February 19, 2016 Fonda Lacerra 57850 Residenza Court La Quinta, CA 92253 Re: 57850 Residenza Court Dear Sir or Madam, The Architectural Committee of the Piazza Serena Homeowners Association has reviewed your architectural application for the installation of a pool and spa in your back yard, and the installation of French doors to your home. After review, the architectural committee has approved your request as submitted. You may begin your project at any time. Good Luck on your renovation. If you have any questions, please contact our property manager, Patricia Moeller at the number above. Sincerely, Patricia 914oeCCer Patricia Moeller, CCAM For the Board of Directors Piazza Serena Homeowners Association