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BPOL2016-017978-495 CALLE TAMPICO Ct D �HMUCl/ LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BPOL2016-0179 Property Address: 79934 BARCELONA DR APN: 609640010 Application Description: DREW RESIDENCE / POOL, FIRE PIT, BBQ Property Zoning: Application Valuation: $45,000.00 Applicant: DOMINICO SANDOVAL 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 License No.: 811096 �'Date: � Z- (� 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.). (_) 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 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 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 12/6/2016 Owner: i_ - DREW DREW CLARK 79934 BARCELONA DR c^o Q LA.QUINTA, CA 92253 c:=:3O N w 0 ca O w s W Q w �o Contractor: C v ROADRUNNER POOLS IN 78600 HIGHWAY 111 '7 LA QUINTA, CA 92253 (760)360-9347 Llc. No.: 811096 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 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: SECURITY NATIONAL INSURANCE COMPANY Policy Number: SWC1114325 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. cZ"�'�� 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 buildin construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. Date:b Signature (Applicant or Agen. Application Number: BPOL2016-0179 Property Address: •79934 BARCELONA DR APN: 609640010 Application Description: DREW RESIDENCE / POOL, FIRE PIT, BBQ ' Property Zoning: Application Valuation: $45,000.00 Owner: DREW CLARK 79934 BARCELONA DR LA QUINTA, CA 92253 Date: 12/6/2016 Applicant:, Contractor: DOMINICO SANDOVAL ROADRUNNER POOLS INC 78600 HIGHWAY 111 _ LA QUINTA, CA 92253. (760)360-9347 Llc. No.: 811096 --------------------------------------------------------------------------------------------- Detail: POOL, FIRE PIT, AND BBQ WITH 12 LF AT 4 FT HIGH EQUIPMENT WALL [2 INCH GAS PIPING/#t8 AWG IN 1 INCH CONDUIT ELECTRICAL) THIS PERMIT DOES NOT INCLUDE ELECTRICAL AT BBQ. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. PER 2013 CALIFORNIA BUILDING CODE. DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $2.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT CITY AMOUNT DEVICES, FIRST 20 101-0000-42403 0 $25.33 DESCRIPTION . ACCOUNT CITY AMOUNT DEVICES, FIRST 20 PC 101-0000-42600 0 $25.33 Total Paid for ELECTRICAL: $50.66 DESCRIPTION ACCOUNT CITY AMOUNT GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT CITY AMOUNT GAS SYSTEM, 1.4 OUTLETS PC 101-0000-42600 0 $25.33 Total Paid for PLUMBING FEES: $38.00 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $190.00 DESCRIPTION ACCOUNT CITY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $103.36. Total Paid for POOL / SPA: $293.36 Bin # Permit Q Project Address: 7 � (Ety of La Qyinta Buifding & Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-701,2 Building Permit Application and Tracking Sheet �G� ® Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip: nr C o o t act r: LA) C r,� a� Telephone: Address: 1 W Project Description: a a {�jv UCity, ST, Zip: t 4' Q (� [cam" (p t� r f'L " d + ne: Telephone: o Z a y State Lic. # : 9t(01?�,1 CityLie. #c Arch.,Bngr., Designer: pod eA*A (1,662i�y4r JV Address: + 20 IL) v ein ,t. City, ST, Zip: lJ�ua l KIKLL -- cTele hon � 4 State ic. #C C 3 -V L 2 b aneY Construction Occupancy: Type: O� P e 5f Pro'ect type e circle one): • Ne w A ddn" Alter Repairair Demo o Name of Contact Person: oW,lcvb� eb tx a(1aV Sq. Ft.:#Stories: # Units: Telephone # of Contact Person: 7 -� - S Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Verson Plan Check Balance. Title 24 Cates. Plans picked up 5 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. II.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''d Review, ready for correct ions/issuc Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. 1Yks. Appr Date of permit issue School Fees, . I " II I Total Permit Fees I I STREET' 7RR3u lSw-rtcctAti�y— Jo A r CALCULA TIONS y = EQUIVALENT FLUID PRESSURE fc = M(2) 12 in/ft = Mt (2)(12) < 1125si OTM = 1/6 y H3 j k b d2 (0.887)(0.339)(12) d2 P WHERE y = 60 pcf v _ (1/2) y HZ - 7 HZ < 55 psi (12 in/ft) j d (2)(12)(0.887) d NET MOM = OTM - RESISTING MOMENT f'c = 2,500 p.s.i. fs = M(12 in/ft) = Mt (12) Fs = 20,000 p.s.i. As j d As (0.887) d fc = 0.45 f'c = 1125 p.s.i. Vc ='1.1 Ff —c = 55 p.s.i. RESISTING MOMENT: LOADING DIAGRAM: RESISTING MOMENT ABOUT POINT A 45 P.C.F. PLUS RM = W, d� + WZd2 + ... W"d" 2:1 UPSLOPE W d, SURCHARGE = 60 P.C.F. cr W I 2 (SOIL. 28 d3 W3 d W� = Wt. Ht 4 of segment„ •d WS b 5 Web ds A y = 60 P.C.F. 2:1 UPSLOPE SURCHARGE EXPANSIVE SOIL EQUIVALENT FLUID PRESSURE = 60 P.C.F. RESULTS FOR NO RAISED BOND BEAM DEPTH D' SOIL OTM OTM SOIL fRM RM NET Mom t VERTICAL STEEL fs p.s.i. fc p.s.i. >.c P.S.I. 3'-6" 429 ' 106 323 6" #3 ® 12' 13478 389 10.9 4'-6" 911 168 743 8" " 17831 382 10.5 5'-0" 1250 242 1008 8" #3 ® 6" 12381 390 13.0 6'-0" 2160 508 1652 9" " 16683 472 15.5 7'-0" 3430 1057 2373 10%" " 18905 471 16.8 8'-0" 5120 2307 2813 11 2--4- '-4"10'-6"' 19637 455 19.2 8'-6" 6141 5005 1137 11 7933 184 1 21.7 RESULTS FOR 2'-6" MAX. RAISED BOND BEAM HEIGHT H' SOIL OTM ft-# SOIL RM ft-# NET Mom t VERTICAL STEEL fs p.s.i. fc P.S.I. tc P.S.I. 3'-6' 429 106 323 6" #3 0 12' 13478 389 10.9 4'-6" 911 132 779 B" " 18709 400 10.5 5'-0" 1250 149 1101 8" #3 ® 6" 13528 426 13.0 6'-0" 2160 191 1969 10" 8" 16875 437 13.2 7'-0" 3430 316 3114 11" #3 ® 3" 11876 422 15.7 8'-0" 5120 633 4487 11" 2--4- '-4"10'-6"' 17116 608 20.5 9'-0" 7290 1 1261 6029 13" 118146 566 1 20.6 .10'-0" 10000 2521 7479 1436"• 1 19424 1 559 1 22.1 11'-0" 13310 7789 5521 15" 13710 1 385 1 25.6 PROVIDE POSITIVE DRAINAGE BY CONCRETE GUTTER. �r DRAINAGE PIPE OR BY OTHER MEANS. 1 COPING 2 I BOND BEAM PER STANDARD POOL FTSTRUCTURAL PLAN, DTL #1 & #12. VERTICAL STEEL SEE TABLE 320. (EXPANSIVE SOIL) NO R.B.B. STANDARD BOND BEAM )r MAY BE PLACED 0 TOP l OF WALL or ® WATERLINE. m 2'-0" #3 BARS ® 12' O.C. Z— UNDISTURBED SOIL' 2'-0" 1500 PSF MIN. 3" CLR. BEARING VALUE m 7 TOP OF BOND BEAM (STANDARD WALL) 'C' CONCRETE COVER TO BE CHANGED UNIFORMLY. SEE TABLE 320. TOP OF BOND BEAM (WALL W/ R.B.B.) i I E VERTICAL STEEL-' SEE TABLE 320. { TER UNE. J as I N M s� lkz 61 HORIZONTAL STEEL #3 BARS ® 12" O.C. TYP. THROUGHOUT. ► �I UNDISTURBED SOIL 1500 PSF MIN. BEARING VALUE TABLE 320 '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 R.B.B. REQ'D TRANS. D HORIZONTAL STEEL 0 to 3'6" m 2'-0" #3 BARS ® 12' O.C. 4" 2'-0" 4'-6' TYP. THROUGHOUT. 2'-0" m rL = TOP OF BOND BEAM (STANDARD WALL) I N y c 1 _ i I E VERTICAL STEEL-' SEE TABLE 320. { TER UNE. J as I N M s� lkz 61 HORIZONTAL STEEL #3 BARS ® 12" O.C. TYP. THROUGHOUT. ► �I UNDISTURBED SOIL 1500 PSF MIN. BEARING VALUE TABLE 320 '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 R.B.B. REQ'D TRANS. D C VERTICAL STEEL 0 to 3'6" 3" #3 ® 12" 2'-0" 4'-0' 4" 2'-0" 4'-6' 5" " 2'-0" 5'-0" 5" #3 ® 6" 2'-0- 5--6- 5' " 2'-0'. 6'-0' 6" " 2'-0' 6'-6" 7" " 2--0- 7'-0' 7%- " 2•-0" 7'-6" 8" 2'-0" 8'-0' 836" 2•_0" 8'-6' 8'!i" 8" .; a o ` � � ^uNlnrin�nMMM� a 2 LAP VERT. = STEEL 24' a MIN. INTO o POOL WALL. HORIZONTAL STEEL #3 BARS I 1 ® 12" O.C. .:.-- I t- IF:- .:.71 i--- 6' C.M.U. SOLID GROUT ALL CELLS W/ #3 BARS ® 24' D.C. HORIZ. & #4 BARS ® 24' O.0 VERT.. �— WATERPROOFING RECOMMENDED. t 011A TABLE E320 CITY OF LA QUINTA BUILDING & SAFETY DEPT. TRANSITION WALL TO FLOOR STEEL & THICKNESS APPROVED FOR CONST UCTION DATELft Iff —BY L= TOTAL HEIGHT.) 2'-6' MAX. R.B.B. REWD TRANS. H t C VEt�� 1 STEEL 0 to 3'6" 3" #3 ® 12" 2'-0" 4'-0' 4" 2--0- 4'-6- ( 5" " 2'-O' 5'-0" I 5" #3 ® 6" 2'-0" 5--6-1 6" " 2'-0' 6'-0" 7" " 2'-0" 6'-6" I 8" " 2'-0' 7--0-1 8" #3'@ 3" 2'-0" 7'-6" 8" 2'-0- 8'-0* 8" 2'-2" 8'-6" f: 9" 2'-3" 9'-0' l 10" 2--3- 9'-6' 11" 2'-3" 10'-0"! 11% 2--4- '-4"10'-6"' 10'- 6-1 12" 2'-4" 11'-O'I 112" 2'-5" TYPICAL REBAR A REINFORCING DIAGRAM TOP OF POOL WALL `o BASIC GRID #3 BARS ® 12" O.C. EACH WAY. VERTICAL REINFORCEMENT AS SPECIFIED IN TABLE STARTS A DISTANCE 'D' OR 'H' . DOWN FROM'TOP OF POOL WALL- REINFORCEMENT ALLREINFORCEMENT OTHER THAN BASIC GRID NEED NOT EXTEND TO TOP OF POOL WALL ADD BARS TO BE EQUALLY SPACED BETWEEN BASIC GRID. BOND BEAM PER STANDARD POOL STRUCTURAL PLAN, DTL #1 & #12. co o CV u o U W lz * E '111121 \� CIVIC OF CAS\F DATE: 12/20/10 CALCS BY: A.C. CHECKED BY: R.L.L. r - C) 00 O N CD uj > m _ CD > c o ) J Z v d tC C p @ X O Of - Q uIi :z :z O (n U d �g zJ w � Q za zoo Z Z U U lal O Z = Y — � � I— Z p(n 3 o N J r w =)00 '� W d Z 0M m 0 owu oQ >Q a� zzrrcn En go M d N x � I- 2:1 UPSLOPE SURCHARGE EXPANSIVE SOIL EQUIVALENT FLUID PRESSURE = 45 P.C.F. (PLUS SURCHARGE) = 60 P.C.F. DETAIL #320 �LD O NOTE: TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS SURFACE 1/4" PER i THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION BENCH AND STEP OPTIONS: SLOPE EARTH BOND BEAM HORIZONTAL BARS MAY BE 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 APPROVED SEALANT RECOMMENDED (PER THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL 1500 #/FOOT MAX. BASIC GRID #3 DETAIL #8). REQUIRED W/ EXPANSIVE SOIL. TABLE 1 TABLE 5 BARS 0 12" O.C. COPING �� BOND BEAM A WATER SURFACE. »"-- -� DRAIN SEE TABLE #1 & DETAIL #12. DECKING. MINIMUM TABLE TABLE TABLE APPROX. 3" BELOW WIDTH PER LOCAL B E F BOND BEAM.in BUILDING CODE. _ a C VVW�� M 3'-0" MIN. � o o +i 3 m 6 Z J a i a 31- -- -1N oamw¢w �Eo3' in-NORBB.I z CLR. �n X"_}__1n Q-ta^ in m +1y,Pyy� w• -..:�t u�.,T '� T_, a ! I I H� o BENCH/STEPS ---- a 0 0 I { I ' I ? ^ a� SEE OPTIONS � J 1 UNDISTURBED SOIL. to a In ~ 0 1- �_ r �._' _. I' I I I �.. �_ i N ABOVE F i 1500 PS . j BEARING VALUE I { r l NI I I I r INFLUENCE LINE � -� r I ! FOR FOOTING 'C' SHOTCRETE COVER UNDER- I I ') SURCHARGE TO BE CHANGED ( •�'+ QOM �F� WATER j UNIFORMLY. LIGHT PER I i ! I �; ...». SEE TABLE 1 r d DETAIL #10. L_. ._.._ ...... ..,_.-.,_ " ADD #3 0 12" O.C. t ! I y,0 LONGITUDINAL 0 TRANSITION ACTUAL DIG UNE MAY�i, i -..... VARY, LOCATE STEEL FOR EXP. SOILS. •.. . • • • ' :--; 3" CUR FROM EARTH STEEL BASKET IS NOT REQUIRED ['• FLOOR SURCHARGE CONDITION: - 6" THICK MIN. SHOTCRETE (GUNITE) 'VERTICAL STEEL. 24' MIN. USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. (BUILDING SURCHARGE) WHEN = r EXTEND WALL ENCROACH INTO GUNITE SHELL EACH DIRECTION SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL M' REINF. INTO FLOOR. CIRCULATION DRAINS IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. i#3 BARS 0 12" O.C. (30" MIN. FOR TABLE 5G) PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH HYDROSTATIC VALVE AND ROCK ADDITIONAL BARS BEGIN AT 5'-0" FROM 111E TOP OF THE POOL ENT 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 D A (3) j3 BARS (4) 13 BARS. (4) #3 BARS. (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 C VERTICAL STEEL C VERTICAL STEEL C STEEL VERTICALr3- STANTON, TUSTIN, VILLA PARK, WESTMINSTER, MORENO VALLEY, BELLFLOWER, YORBA VERTICAL STEEL SO" 1'-0" 3' #3 0 12" 3" #3 0 12" 3" #3 0 12"#3 - - EXPANSION. 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA - 0 123'6" V-0" 3• - - 3" 3" GEOMETRIC STANDARDS AND/OR LOCAL CODES. OPERATIONS, NO WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPER , ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 9. PUBUC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR 4.2• SYSTEM IS INSTALLED WITH: A) AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. ASSISTIVE DEVICES FOR THE DISABLED. 10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 4.3• SYSTEM INLETS & A CIRCULATION PUMP TIME SWITCH TO 4'6" V -O" 3" 3'%- 5" 5" 5'0" V-6" 3" #3 0 6" - - - _ - -- - - - - - 4" #3 0 6" -- - - -- - - - - 5" #3 0 6" -- - - - - 5" #3 0 6" --- - --- - 5'6' 2-0» 3" 4 5" 5'/z" 6'0" 2'-6" 3" 4" 6" 5�%' 6'6" 3'-0" 3" 4%' 7" 6'%- 7'0» 3'-6" 3" 5" 8" 7�%" 7'6" 4'-0" 3» 5%» 81h- 8'0" 4'-6" 3" 6" 9"8'6- 5'-0" 3" 6" 8��» J 1 FlA�40TYR6d4���U14' DIUS NO DECK OR HIGH oh v 116 �e01 EXPANSIVE SOIL Iil�f k1r, C Cf I 'D' IS DISTANC DOWN y PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY UNE, SLOPES AND STRUCTURES. IN SAN BERNARDINO COUNTY POOL APPROVED FOR PRIVATE OF 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. 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 UCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE STANDARDPOOL VARY�FROM THAT COVERED BY THIS STANDARD CONTINUOUS SHOTCRETE INSPECTION POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS, THE FOLLOWING AGENCIES ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. AMONG OTHERS REQUIRE CONTINUOUS INSPECTION: A. THE CITIES OF: BEVERLY HILLS, COSTA MESA, ULVER CITY, CYPRESS, FULLERTON, 3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WIZEN THE HERMOSA BEACH, IRVINE, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS, CONDITIONS AS SHOWN IN DETAIL 13 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS LAKE ELSINORE, LONG BEACH, LOS ALAMITOS, MISSION VIEJO, NORCO, SEAL BEACH, SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. 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, SUTHGATE, MONROVIA & ONTARIO (FOR SPECIAL CASES). NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE DECKING AND POOL GEOMETRICS. 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND TITLE 24 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 U THE EXPANSION. 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. 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 BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING 3. ALL ELBOWS SHALL BE SWEEP ELBOWS. 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT. STANDARDS CODE, AND LOCAL ORDINANCES. 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, GEOMETRIC STANDARDS AND/OR LOCAL CODES. OPERATIONS, NO WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPER , ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 9. PUBUC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR 4.2• SYSTEM IS INSTALLED WITH: A) AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. ASSISTIVE DEVICES FOR THE DISABLED. 10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 4.3• SYSTEM INLETS & A CIRCULATION PUMP TIME SWITCH TO SITE. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR PEOOMIT OFF PEAK OPERATIONAL RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS FENCING AND BARRIERS REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. AND PLUMBING 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. ELECTRICAL HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2013 CEC. 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES 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(B)(2)(A) OR (2)(9) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF LOCAL CODES, THE LOCAL CODES SHALL PREVAIL 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. THE ANTI-ENTRAPM ANSI/APSP-16 STANDARD,'THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL. (RAISED OR NOT RAISED). BUILDING FOOTING 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. A. IN THE COUNTY OF LOS ANGELES. BARRIERS REQUIRED BY CHAPTER 11. OM TOP OF POOL WALL SURCHARGE IN COUNTY OF 4. ALL EQUIPMENT SHALL BE USTED AND INSTALLED PER MANUFACTURERS LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T" WALL DOES NOT REQUIRE * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL FITTINGS. DRAINS SHALL BE SEPARATED 8Y THREE FEET IN eW Year's Da LA. USE DETAIL 271-60 RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING SURCHARGE DETAIL) (BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) y ) 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. POOL SITE PLAN. ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. ^ 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. IN THE COUNTYLCF G6 �uj� +'MUNI •� A OUNTY OF N.T.S. 7. POIOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE COUNTY OF LOS ANGELES SPECIAL NOTES TYPICAL LONGITUDINAL SECTION N.T.s. 2 STANDARD WALL SECTION ORANGE SPECIAL N 'R� @ MSIGN E.F.P. FOR POOLS. 1 SUCTION THE CPC. 8. W17TH THE OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBUC WORKS, BUILDING & + ANSI/APSP-7 AND 2013 CBC SECTION 3109.4.4.8. AND HOT DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL SPAS, TOP OF TOE OF SLOPE OR OTHER NOTE: I(li¢pEl1f�2t1Ce 9. A PRESSURE VACUUM BREAKER BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART Of �LE N0. 5 RAISED BOND BEAM ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.5.21 THE SITE PLAN. SPECIAL DETAIL REQUIRED 2. CONSTRUCTION (L BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE Da BUILDING CODE (LACBC). WHEN LESS THAN 10' THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL Y STRUCTURAL NOTES (SEE GENERAL NOTES #3) SURCHARGES NOT COVERED BY THIS BOND BEAM PER + NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. 3. N LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS TABLE #1 & DETAIL 12 Z 1/4" PER V;tarafl S Da 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN PLAN ARE PRESENT, ADDITIONAL # h Y PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 909 SURCHARGE DETAILS ARE REQUIRED. FO�T• Yhanksgiv)B a E F V COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR 2 1/2 FEET. +• 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL u:-: .> • h ¢,,, DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS SPECIAL DETAIL REQUIRED l } a vhris � 30 P.C.F. 45 P.C.F. 62.4 P.C.F. CUT -FILL TRANSITIONS. TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW. w O ¢ (1) #4 0 TOP 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE = WHEN LESS THAN POOL DEPTH OR H/4 z m -WATERPROOFING RECOMMENDED. D C STEEL VERTICAL C STEEL VERTICAL C STEEL VERTICAL 401 FOR f3 BARS AND #4 BARS. SPLICES TO BE UPPED A MINIMUM OF 24'. MINIMUM CITY OF SIMI VALLEY SPECIAL NOTES SPECIA71) D (7.5' MAX. H/4) n HORIZ. STEEL io m 0 6" C.M.U. W/ CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2', 1. SEE THE ATTACHED 'CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR 3'6" 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" 3. (1;) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. WHEN LESS THAN H/6 BARS 0 12" O.C. N w In mI #3 VERT. BAR 0 24" O.C. - - - - - - b4E EXCEPTION THAT IF 14 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM 2. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (PCF) FOR POOIS (10' MIN., 20' MAX.) o - - SOLID GROUT. - - - - ' - I - 5" - - 4 PACING IS #4 BARS AT 18" O.C.. SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE w o 4'O" 3" 3" -`I,' ``IV- S THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS POOLS SHALL COMPLY WITH SLOPE ALTERNATIVE BOND -y- 0 4'6" 3" 3fz" aF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY REPORT (CBC TABLE 1610.1). SETBACKS PER CBC SECTION 1808.%.3 BEAM LOCATION i BOND BEAM - - - BONDIGIVENNG/GROUNDING POINT IN THE POOL STRUCTURE. WATER !{} 5'0" 3" #3 0 6' 3D�z" #3 0 6" 5" #3 0 6" 5. B©NDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES Z UNE. VERTICAL STEEL W/ - - _ - INSTALLED PRIOR TO PLACEMENT OF CONCRETE. VERT. STEEL 5'6" 3" - - 4" - 6" - 6. SHOTCRETE (UNITE) TO BE N CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE 1. WHERE SITE SPECIFIC SOIL TESTING HAS NOT BEEN PERFORMED: g ADDITIONAL SPECIAL DETAILS SEE TABLE 5, 24' MIN. EMBED. SURCHARGE CONDITIONS - N.T.S. 6'0" 3'�' - _ 5' A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS WHERE APPLICABLE I.I. POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUIVILENT FLUID PRESSURE 3 SCHEDULES E, F OR G _ __ -_ __ .__ . _ __ - - - - SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY (E.F.P.1 OF 100 P.S.F. REQUIRED FOR CONDITIONS ABOVE TYP. HORIZ. STEEL bN 3' 'C' 6'6" 4" 6" 8" REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4 -NCH. 1.2. ALL C CRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE - - - - 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150. STRENGTH (Fc) EQUAL TO 4,500 P.SI., TYPE V CEMENT, AND W/C RATIO EQUAL TO U REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR• C � 7'0" 5" s" #3 0 a 8" #3 0 3" 8• SHHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 - 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH). CLR. - - - - '- -' -- - - - - - SECTION 4.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL - - AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA &POOL INSTITUTE (APSP) 7'6" 5'/i" 6" 8" BUILDING OFFICIAL CITY OF SANTA CLARITA SPECIAL NOTES -' BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES: 8-0 1 KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL SAND, AND ACIDS AS WELL 10. AlLL INTERIOR SURFACES Of POOL/SPA SHALL BE COATED WITH AWATER-TIGHT AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, UTTER, AND STORM 0 (UNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE 8'6" 7�%- - 8" 9��Z" - - SUURFACE. DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND 11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION " -` ,N�r�Mr,nrwrws. SCHEDULE. ° �Y ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. 9'0" 8" _ - 9" -- - 10'/z" - - - DIESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED ACTIVITY RUNOFF INTO THE STORM GRAIN SYSTEM. 5 -FEET. p z v Z 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. 9'6" 9" - 10" - 11%- COUNTY OF SAN BERNARDINO SPECIAL NOTES a - ° POOL FLOOR THICKNESS �+ - - OWNER a 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC. 10.0" g• 11" 12" 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. 1. IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING: POOL CONSTRUCITON SHALL BE BASED r - oo -- - - - ON AN E.F.P. OF 60 P.C.F. OR GREATER AND ALL CONCRETE IN CONTACT WITH SOIL U) 100a MAY VARY TO ACHIEVE 2103 & ASTM C 270. 2. DID NOT TURN ON LIGHT WHEN POOL IS EMPTY. �. DESIRED WATER DEPTH. --� - ---- 11'0" 9' 11 12��" 3. DJ0 NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). SHALL HAVE AT MIN: F'c = 4,500 PSI, TYPE V CEMENT AND W/C RATIO - 0.45 -... - 2. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON A RE -INSPECTION FEE OF $ F: SEE STRUCTURAL NOTE #1 m C SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. r L ur Ill _ Y A• E USER ACKNOWLEDGES THAT HE FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM PLANS AND JOB CARO ARE NOT ON BUILDING & SAFETY DEf:T• • rJ NIREA� +(�{q OF THE NOTES INCLUDED HEREIN. s SH ALLOW FE UNDISTURBED OR 90% COMPACTED SOIL �" - :T JI 1 j '' n"'V �J9)1&JU6k+W*PROPERTY RIGHTS 1'0 ALL DRAWINGS, REPRESENTATIONS, s !`�E TO DO SO IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES 9" & LARGER INSPECTI 'N FOR NST CTION' 9 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO NOTE: BOND BEAM PER TABLE 6"-8" r T BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL SPA AIR -UNE NO. 1 & DETAIL #12. �` �`-- 2" 2 NO WEPTIONS! I HE ,IT 1 � t° 12• MAY BE LOOPED -- ,} / E I MAY VARY TO ENGINEERING, MA RIALS. DR FOR ANY COPIES OF SAID INTO SPA BOND co o t wwh w w r• ""�^" `r F-- -; LEVEL TOP OF GUNITE 4'-0" MIN. ATE / b � ii AT TN � � i �V PROVIDE 2 1/2" COPYRIGHTED MATERIALS DRAWINGS, REPRESENTATIONS, THE OWNE / M CLR. BETWEEN IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR BEAM. MAINTAIN X o . I .. e I (2) #3 X ; -Y- (4) #3 BARS W/ GROUT & PLACE •' n COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY 1' CLR. TO REINF. < I " 6" ` ' BARS. #15 FELT OR 4 MIL. DECKING E-- LISTED ELECTRICAL 'J' BOX. v I %ACTOR, PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE 1" MIN. CUR. 8" MIN. ABOVE DECK, WATER cO '- kr AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION 'o w I THICK X #3 BARS VISQUEEN ON TOP. COPING FINISH BOND BEAM W,/ (4) #3 BARS DECKING. v TILL OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, M w a I AROUND ALL LINE OR FLOOD UNE WHICH io 3" 12" O.C. N 4 3 BARS 12" GRADE. PER TABLE #1 & DETAIL #12. (y THE USER ACKNOWLEDGES THAT HE HAS READ & SPA LIGHT • PIPES. # EVER IS GREATER. BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. EA. WAY. O.C. EA. WAY.J. 8-4- "" """ " """ ` INUMBIBOND BEAM LOWERMAY BE CATED ORNERBOND BEAM HORIZONTAL SKIMMER ` EQ. EQ. tWATER WATER COVER. \\ c 3• BARS MAY BE OVER OR CALCS BY: A.J.C. 24" 2 1/2- a C3 MAINTAIN 1' CUR. TO REINF. CLR. UNDER VERTICAL BARS. LINE. LINE. 2 3 BARS 0 Z / 6' () # ism, ci COMPACTED REINFORCING PER DETAIL #10. MIN LAP \V 1 z ,,I CLR• a o w DRAWN BY: T.L.L. NOT REQUIRED IF 6" MIN. �, �' BEND �� �; FILL a 12" CLEAR PROVIDED. 5" MIN. BOND ��� I ;, W sy9� Z 1 Z �,,, PRECAST COPING OR BRICK 24" MIN. LAP a AROUND ALL. Uj ® J A T • g UNDER ���� X ����Fy `n µI 3 (n c¢.) �` 3 BARS BEN CHECKED R.L.L. CIRCULATION DRAINS: Li .. INTO SPA FLOOR #3 BARS �I .....( �� ¢ + \1\N o a w _ ®48" O.C. C c•, 2 3 'Z' BARS a SKIMMER. ,p 6 a m ,� (2) #3 BARS N PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH r OR POOL WALL 0 12"O.C. O # �( c� EA. WAY. GROUNDPWIRE \���� r, \ o 4 ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE 01^a1�T :Set ."7Ii0 G 0p07 �IIa[IIIIIOA�pq� I I o E -VENEER. Y.1 I / .^ W or,in 13 (61 #4 BARS. ANSI/APSP-16 STANDARD, THAT ARE HYURAUUGALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN DAM WALL HORIZ. BAR 6" DAM --LAP INTO SPA REINF- __ SECTION AT SKIMMER GQ°S 0� -' - ppRpVEp =l CION & GVIEDFCI ) a "� P.aatTe FIXTURE LENS F FA �Fy� 3 - - - - - - - VERT. STEEL 45' OR 90'. �I_\�1 3" �11LE CUR. " 20FL�S� Q��Y�A_CLAP �� 12" DAM -LAP INSIDE BARS INTO SPA REINF. ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. SPLICE: - LAp OUTSIDE BARS INTO POOL REINF. a e.G4.T �• �� ,(�¢, , ��, �O:r�x� IIiC_ et�pDO 6' RECESSEDPe. _,� �`�BOND BEAM PER�NO DECK WITH?c L- POOL MIN. �' R ' -IMIM LIGHT. 1f; 1• '%1q - EXPANSIVE BUIL GUNUIIIUN UNLT _ SPA DETAILS MAY BE USED I 01118 ' '� �° P TABLE N0. 1. 11< -PLASTER m SPA DETAILS N.T.S. 7 LAP �� rt E.F.P. = 62.4 P.C.F. 80 FOR SPAS WITHOUT POOLS. :s t, s16-ARQUN1b�f j aa1LIIIIJ;)A00 3' uP MITYP• �°� ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY P. 3/311201 4'-0" MIN. IMPERVIOUS DECKAPPROVED SEALANT - r ` F " T`•.L, G 1� :SlopinjuS'' VERT. STEEL WOOD POST FROM `PI CIVIL �Q SLOPE 1/8--1/4- INSTALL PER MANUFACTURER j r' _ ;�; i1 UIj:( :eti j'JTI� - ftL'POON #3 0 6' O.C. ATTACHED PATIO COVER 9�OF cAL1F°�� �• MAX. DEAD + LIVE LOAD = 2000 Ib. (2) #3 BARS. �onidV - ISj agol3U o~ OR PER FOOT DRAIN ' � 5'-0' DEEP &BELOW. 3 1/2' E-- T NICHE TO CK ON BOND BEAM I I LEVEL TOP OF BOND BEAM 1. INSTALL NO. 8 C MPD WIRE FROM UGH�"","OR NON-METAWC HORIZONTAL STEEL RO I GROU & 15# w X NNOTE: 5" MIN.s �f. 1i:� #3 BARS 0 12" O.C. TYP.IFELT OR 4 MIL SQUEEN ON ZI PROVIDE CONTROL JOINTS 1 ( 3' CLR. -�M ULATED N0.8 COPPER WIRE o Uj a SATURATION IT " u? TYPICAL. TYPICAL INTERIOR W/ APPROVED POTTING COMPOUND PER THE CEC. ANCHORAGE PER PATIO COVER I TOP OF BOND BEAM. PLAN VALID ONLY WITH WET RECOMMENDED WHERE APPROPRIATE. NOTE PLAN. BOND PER ELECTRICAL f.i )AMO ENGINEER'S SIGNATURE =i T- 2. SWIMMING POOL LIGHTING FlXTURES•SHALL COMPLY WITH &PLUMBING NOTE 2. U PRIOR TO �;T11 EXTRA REINFORCING TO EXTEND IN RED INK ON PLAN. L J POURING DECK. 10 11 PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24' MIN. EACH SIDE OF RAMP.- MASTIC R SEE ELECTRICAL AND �1. 6�-- REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES 11.L STANDARD 676. 3 1/2" MIN. CONC. DECKING. I <STILE AUTHORIZED SIGNATURES: PLUMBING NOTE #2 REGARDING L FOOTING RECOMMENDED OTHER EXP. MATERIAL. CONCRETE SHALL RONALD L. LACHER, P.E. NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE I EQUIPOTEN11AL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. TODD L LACHER, P.E. KRISTOF NADASDI, P.E. N.T,S. JEFFERY COLONS, P.E. IN EXPANSIVE SOILS WHERE MIN DECK REQMTS N.T.S. $ SKIMMER DETAIL N.T.S. g SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS 12 CHRIS BIEDENBACH, P.E. EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1, SCHEDULE 'C SHEET: STANDARD PLAN APPROVALS: Ron Lacher, R.C.E. BERNARDINO: 8201602155 KERN COUNTY: #213 (USE 45 P.C.F. MIN. WITHOUT SOILS REPORT) STANDARD POOL PREPARED IN ACCORDANCE WITH pool 1201 N. Tustin Ave. B CITY OF LOS ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERN # engineering I CITY OF ONTARIO: #8201302960 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) THE 2013 CALIFORNIA BUILDING CODE 9 9 Anaheim, California 92807 100 SAN DIEGO: MP #351287 ORANGE COUNTY: #SW140089 FRESNO COUNTY: REVS SUPPLEMENTAL NOTES STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114 SIMI VALLEY: 2013-1 LOS ANGELES COUNTY: #26077-14 VENTURA COUNTY: S.P.A. # 6-2008 (REQ'S PEI 100 -VCO) Phone: (714) 630-6100 SANTA CLARITA: CITY OF BEVERLY HILLS: #13 _ -- -