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BPOL2015-01777E-495 CALLE TAMi*CO .q LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: BPOL2015-0177 52469 MERIWETHER WY 767690023 LEBRIJA RESIDENCE POOL $35,000.00 Applicant: ART IN ALUMINUM INC DBA C H P P;Q BOX 3027 RANCHO SANTA FE, CA 92067 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT SEP 11 2015 W I CITY OF LpQU1N APTMENT COMMUNIN DEVELOPMENT ----------------------------------------------- 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. Licensee Class: B License No.: 912865 Date:' 1 to I J 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 Lender's Add VOICE (760) 777-7.125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9%9/2015 Owner: ROBERT LEBRIJA 18512 CALLE LA SERRA RANCHO SANTA FE, CA 92091 Contractor: ART IN ALUMINUM INC DBA C H P P O BOX 3027 RANCHO SANTA FE, CA 92067 (760)809-4849 LIc. No.: 912865 ----------=------ ------(----j--- ------------ 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 worker compensation, as provided for bySection 3700 of the Labor Code, for the performance of themork 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 complyQwi those provisions. Date: 2ti15 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): FINANCIAL ' l ; rt ;ACCOUNT, QTY AMOUNT; a ; PAID PAID DATE' „ ,DESCRIPTIOW,` {f qty x BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00, - � # ' PAID BY �'" "w '~>METIiOO 4 j w RECEIPT # CHECK # $ Z CLTD BY :.v• Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $2.00 $0.00 DESCRIPTIONk k " < "� G� t;^ACCOGNT 4 w r<' TY ;` AMOUNT x. PAID , % tPAID DATE: .. x ..:: . } u' � „ < :.ti �g SWIMMING POOL/SPA 101-0000-42404 0 $181.29 $0.00 PAID BY ' 2METHOD '` RECEIPT # '� CHECK # > j `:CLTD BY, a DESCRIPTION t ^. = `QTY `�f AMOUNT�PAIDY� PAID DATE': 3`ACCOUNT', SWIMMING POOL/SPA PC 101-0000-42600 0 $98.62 $0.00 4'PAID BY METHOD f #;;" # 7 CHECK # CLTD BY ;$' ,`RECEIPT t Total Paid for POOL/ SPA- $279.91 $0.00 TOTALS: $281.91' 00 1 ' T I i Description: LEBRIJA RESIDENCE POOL Type: POOL Subtype: Status: APPROVED Applied: 8/14/2015 EVA Approved: 9/9/2015 KKI Parcel No: 767690023 Site Address: 52469 MERIWETHER WY LA QUINTA,CA 92253 Subdivision: TR 330761-2 Block: Lot: 31 Issued:, Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $35,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ,"COMPLETION Details: POOL & SPA WITH 12LF AT 4 FOOT HIGH EQUIPMENT WALL [2 INCH GAS PIPING/#8 AWG IN 1 INCH CONDUIT ELECTRICAL] EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE. 26 r 7 Applied to Approved y 4 . 1 CHRONOLOGY _77CHRONOLOGY.,TYPE STAFF IVQME� 'ACTION,DATE` DATET'' NOTES ,"COMPLETION �} SENT BACK TO PHILIP 8/14/15 NOTE STEPHANIE KHATAMI 8/14/2015 sent back to stephanie 09/09/15 PLAN CHECK SUBMITTAL STEPHANIE KHATAMI 9/8/2015 9/8/2015 sent back stephanie 9/9/15 RECEIVED CUSTOMER MICHEAL PRESTER 605-670-8289 CAME TO COUNTER AND SPOKE TO JAKE FUSON REGARDING CORRECTIONS HE WAS INFORMED BY JAKE AS TO WHAT HE PUBLIC COUNTER VISIT PHILIPJUAREZ 8/24/2015 8/24/2015 NEEDED FOR ADEQUATE APPROVAL AND CUSTOMER TOOK PLANS WE HAVE APPLICATION PUT IT IN FOLDER ON PHILIPS DESK WITH OTHER POOL PERMITS. ,. CALLED APPLICANT MICHAEL PRESZLER 605-670-8289 TO" TELEPHONE CALL PHILIPJUAREZ 8/17/2015T.- 8/17/2015 INFORM HIM NOT APPROVED PER KIRK. Printed: Wednesday, September, 09, 2015 4:26:19 PM 1of3 - CRWIYSTEMS >, PARENT...PROJECTS Printed: Wednesday, September 09, 2015 4:26:19 PM 2 of 3 • SYSTEMS FINANCIAL •' • , MICHAEL PRESZLER 605-670-8289 CALLED AND WANTED TELEPHONE CALL PHILIP JUAREZ ':ACCOUNT QTY>', 8/19/2015 8/19/2015 COPY OF PLAN TO BE UPDATED SENT PDF OF REVISION DATE BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00 l AT BOTTOM OF PLANS 1-22-08 & 12-1-2010. PER KK.& AJ CONDITIONS $2,00 $0.00 • BSA: ..w -w r .."' .: NAME TYPE "f' NAME `:ADDRES51- CITY.' • ,,E,... 4STATE ZIP PHONE TAT ni .="FAX 3 i� EMAIL ` .... ..... .:. .v .- . , , . . $0.00 : Y A.b . APPLICANT APPLICANT ART IN ALUMINUM INC DBA C H P P 0 BOX 3027 RANCHO SANTA CA 92067 (307)534-5908 FE CONTRACTOR ART IN ALUMINUM INC DBA C H P P 0 BOX 3027 RANCHO SANTA CA 92067 (307)534-5908 FE PC OWNER ROBERT LEBRIJA 18512 CALLE LA SERRA RANCHO SANTA CA 92091 (307)534-5908 Total Paid for POOL/ SPA: FE $0.00 TOTALS:$0.00 >, PARENT...PROJECTS Printed: Wednesday, September 09, 2015 4:26:19 PM 2 of 3 • SYSTEMS FINANCIAL •' • , DESCRIPTION;` ':ACCOUNT QTY>', „AMOUNT >> PAID PAID:DATE' ;RECEIPT �., BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $2,00 $0.00 BSA: SWIMMING POOL/SPA' 101-0000-42404 0 $181.29 $0.00 SWIMMING POOL/SPA 101-0000-42600 0 $98.62 $0.00 PC Total Paid for POOL/ SPA: $279.91 $0.00 TOTALS:$0.00 INSPECTIONS ^«.e..:, ..� . ,SEQID, ,,,--'�xINSP„ECTION:TYP,E p � z ,.,..�Y �•,.- „ ^,INSP:ECTOR Y SCHEDULED COMPLETED. RESULT -;,.REMARKS,, y .�; :.' :♦ t... .: .:' �.. .-” �..: ..::.. H: .a,.g,.. E RN E.:,;. Y i. FINAL" BLD >, PARENT...PROJECTS Printed: Wednesday, September 09, 2015 4:26:19 PM 2 of 3 • SYSTEMS = I REVIEWS <F :"_REVIEWER F. ..e...t. ...r`RETURNED �� S7ATUS F - REMARKS a. ars ;w w 9.q• «::., -„ '' "` E REVIEWtTYP33 m. ;SENT DATE,: :DUE DATE R x- :- �f . ,.. ,z < #DATES =' ,`NOTESy. k �.. NON-STRUCTURAL - BUILDING 8/14/2015 8/21/2015 8/14/2015- REVISIONS REQUIRED ENGINEERING NOT ACCEPTED IN.LA QUINTA 1 WK BUCKET KIRK 9/8/2015 9/15/2015 9/9/2015 APPROVED 1ST BLDG NS (1 WK) KIRKLAND I = I lain City of La Q uin to "e Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico °s • CITY OF LA La Quinta, CA 92253 - (760) 777-7012 NPiYiD Permit Application and TrackinggW M � FVbzL Permit # --017-7Building Project'A'ddress;` - Owner's Name: _ A. P. Number 4(,-47 O 2 , Address; I(E C i O�` r . •' -Legal Description: "City, ST, Zip: an' 21101-j. O R 1 4, JAv16Q. Contract or. V oil Telephone: S 4 O ss Address:.Ct ©. ox 3o2�i ProjectDescription:i OOI. — a, City, ST, Zip: k _ Te le h ne• P 0 _ r .. , w _ "State Lic. # . City Lia #< e - Arch., Engr., Designer: Address: `= City, ST, Zip: . • __ 1 Telephone: P o e. Con tructi s on Type: ane Occupancy: Y . P Y� P State Lic. # Project a (circle one w cl o New Add'n Alter tTP � A Repair Demo P Name of Contact Person: _ . M`C : Sq. Ft.: ' # Stones:. #Units. n •. Telephone # of Contact Person:` s �" 2 Estimated Value of Project: 3 S O O -APPLICANT: DO NOT`VNRITE BELOW THIS LINE N Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales.' Reviewed, ready for corrections Plan Check Deposit 4Y Truss Cales. Called Contact Person Mcg Plan Check Balance. Title 24 Cales. - . t Plans picked up Construction +t ,. Flood plain plan Plans resubmitted Mechanical r• y .;;:• ` Grading plan 2nd 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• correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees t Total Permit Fees• 4So lam' ►Q-QQ _ - CONTRACTOR: C H P CONSTRUCTION P.O. BOX 3027 RANCHO SANTA FE, CA. 92067 PHONE # 760-8094849 LICENSE # 912865 BMP LEGEND POS 659 . , 13ROVI DITCH — �> POS 659 SEP,m s —� DIRECTAN CP LOT DRAINAGE —7> NIATERIALS & WASTE NTANAGEh1ENT CONTROL SMPs: Nlh1-1 MATERIAL DELIVERY & STORAGE Nlht 4 SPILL PREVENTION ANO CONTROL Fw--K-Til CONCRETE WASTE MANAGEMENT 3,6" F—W—NI--S-1 SOLID WASTE MANAGEMENT . VIhtJ SANITARY WASTE MANAGEMENT HAZAROCUS tYASTE I.', 'IAGESIE"T L,` 1211 RAISED TEMPORARY RUNOFF CONTROLBhIPs: SS -2 PRESERVATIONOFEXISTING -r PEV--r-P-J-- _ VEGETATION F—SS--3-1 BON OEOORSTABIUZEOASERMATRIX MINTER) F—SS-4-1 HY6ROSEEOING (SUMMER) . -TSP IT SP s SSS 1. SS$ STRAW ORWOOO MULCH — S/W I SAV , FW --r--1 PHYSCALSTAlLIZAT10NtWiNTER) — F-S,*A✓`Eom,: SS -10 ENERGY DISSIPATOR SC4SILT FENCE a—�— S3-2 SEDWENTIOESiLTING BASIN SCS FlBEA ROLLS--7FR—FR— SC$ ! FS-FFJ GRAVEL OR SAND BAGS oct=oo F—SC--7-1 STREET SWEEPING AND VACUUMING SC -10 STORM ORAIN INLET PROTECTION EFa tgffl NS -2 OEWATEERING F LTRATION TC -1 STABILIZED CONSTRUCTION ENTRANCE TC -2 CONSTRUCTION ROAD SWIUZATION` TCT ENTRANCE, EXIT TIRE WASH PT%1i �Q PERMANENT BMPs: S6-10 PROTECTION OFCHANNEL BANKS! MANUFACTURED SLOPES AND FLAT PAD AREA COVERAGE SO -12 I.NPLEMENTATION OF EFFICIENT IRRlGAT10N SYSTEMS � .^ �jc � VMCIF1TIO{ W �/ / // Vim+ ` 50-13 STORM DRAIN STENCILING AND POSTING CP SIGNAGE SiZEr Q�� -Y S5J2 • PROPER DESIGN OF TRASH STORAGE AREAS r3 rrw���EQN�2 �AFJ NIRr —SO ---34-1 PROPER DESIGN OFOUT000RSIAT'cRULSTOR.IGE.1RcaS EC•10 CUTLETPROTEECT;ON j TC -10 UNOERGRCUNO INFILTRATION TRENCH LOW IMPACT OEVELOPNIENT SMPs: I , LIO 2.2.1 CCNSERVATION OF NATURAL DRAINAGES, WELL ORA NED UO 3.1 HYORCLCGIC DESIGN SOILS AND SIGNIFICANT VEGETATION UO 3.2 PERNEASLE PAVEMENT DESIGN LIO 2.2.2 IWINIMIZE DISTURBANCES TO NATURAL CRAiNAGES �LIO ROAD CES(GV FORO.EVELO.RMENT3.... 2.2.3 MIMMIZE ANO OISCONNECT IMPER140US SURFACES UO 3.d PARKNG LOT DESIGN FOR COMMERCIAL PROJECTS UO 2.2.4 MINIMIZE SOIL COMPACTION UO 3.5 ORIVENAY, SIDEWALK AND BIKE PATH DESIGN 110 2 2.5 DRAIN RUNOFF FRW IMPERViCUS SURFACES TO PERV OUS AREAS UO 3.6 BUILDING CESIGN ULANDSCAPING DESIGN sG►� A CUSTOM POOL DESIGNED 'ESPECIALLY FOR: pori TCT.33016-2 OWNER: ROBERTO LEBRIJA 767-690-023 CIO MARK RADFORD ARCH. 1221/2 S. KALMIA ST. 52-469 MERIWETHER WY. Gn ESCONDIDO, CALIF. -92025 LA OUINTA, CALIF. 92253 PHONE # 760-432-0348 No Slopes within 10'- 0" of Swimming Pool / Spa r 0 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA CONTRACTOR: C H PT CONSTRUCTION P.O. BOX 3027 RANCHO SANTA FE, CA. 92067 PRONE # 760-8094849 LICENSE # 912865 BMP LEGEND POS 659 I BROW CITCH ===> ===> ; -T- I POS 659 BERN > a --> DIRECT*N OF LOT DRAINAGE NIATERIALS & WASTE NIANAGENIENT CONTROL B.LIPS7 WM•1 MATERIAL DELIVERY S STORAGE FWNI--41 SPILL PREVEN nON AND CON TROL Fw&,:il CONCRETE WASTE MANAGEMENT Wh15 SOLO WASTE MANAGE!AENT . 3'6" SANITARY WASE MANAGEMENT W?A 6 HAZAROCUS tvASTE MA (AGEMENT L, 310? 1211 RAISED TENIPORARY RUNOFF CONTROL Bh1Ps: SS•2 PRESERVATION OF EXISTING -^ P EV - P EV - VEGETATION SS3 1 BONDED OR STABILIZED FIBER MATRIX MINTER) SSd HYOROSEECING (SUMMER) --TSP—TSP-- '^TSP-- TSP- -1 ISS•8 STRAW OR W000 MULCH — SAV -i` SAV I 93-7 PHYSICALSTA7ZIZA10NIWiNTER)-r`EG,4`/`23,✓� SS -10 ENERGYOISSIPATOR SC -1 SILT FENCE S372 SEDiMENTIDESUING BASIN SCS 1. - FIBERROLLS--FR—FR— SC•6 ! SCS GRAVEL OR SAND BAGS c000� FS -F-7-1 STREET SWEEPING AND VACUUMING SC -10 STORM ORAIN INLET PROTECTION 99 NS -2 CEWATERINGFILTRATION TC -1 STAEI L ZED CONSTRUCM W ENTRANCE ® • f -TC --2-1 CONSTRUCTION ROAO STABILIZATION 7C3 EN TRANCE! EXIT TIRE WASHjj PERMANENT 8MPs: SO -10 PROTECTION OFCHANNEL BANKS! MANUFACTURED SLOPES AND FLAT PAO AREA COVERAGE 50-12 LMPLEMENTATAN OF EFFICIENT IRRGATION SYSTEMS ��//''��//�� �/�► Ct ��i�VV $PEClFIKJONS `j / ` 50-13 STORM ORAiN STENCILING ANO POSTING OF SIGNAGE I( S632 PROPER DESIGN OF TRASH STORAGE AREAS �� SO73d PROPER OESIGNOFOUT000RMATERULSTORAGE AR A3 EC -10 CUTLETPROTc-CTX)N w TC•10 UNOERGROUNO INFILTRATION TRENCH LOW IMPACT OEVELOPNIENT SKIPS: LIO 2.2.11 CONSERVATION OF NATURAL ORAINAGES, WELL CRAAED UO 3.1 HYOROLOG4 DESIGN SOILS AND SIGNIFICANT VEGETATION LID 3.2 PEPJAEASLE PAVEMENT DESIGN LIO 2.2.2 IWININIZB OISTURBAlICES TO NATURAL CRALVAGES ROAD. 0ES riV FOR D"EVELOAM ENTS._. _ ll0 2.2.3 MINIMIZE AND DISCONNECT IMPERVIOUS SURFACES UO 3.d PARIQNG LOT CESIGN FOR COMMERCIAL PROJEC 173 LID 2 2A MINIMIZE SOIL COMPACTION UO 3.5 ORNfiWAY. SICEtiYALK. AND BIKE PATH OESCGN UO 22.51 ORAIN RUNOFF FROM IMPERVIOUS SURFACc'3 TO PER`RCUS AREAS UD 3.6 SUILOING CESIGN �3.7 LANOSCAPING CES; --14 E A CUSTOM POOL DESIGNED ESPECIALLY FOR: Wr_31 TCT.330y6�� OWNER: �....-_ ROBERTO LEBRIJA - 767-69Q-023 C/O MARK RADFORD ARCH. 122 1/2 S. KALMIA ST. 541-469 MERIWETHER WY. ESCONDIDO, CALIF. 92025 CITY LA QUINTA, CALIF. 92253 , PHONE # 760-432-0348 -T- 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. E( v #4 BARS — ® 6" O.C. 8" EMBEDMENT INTO POOL WALL i 3'-0' MAX.1� 2- MIN. BASIN- WIDTH NOTE: HORIZ. BARS MAY BE OVER OR UNDER VERT. BARS, MAINTAIN SPECIFIED CLEARANCE TO VERT BARS. (4) #4 BARS AT TOP 6" S-0" MAX. BASIN WIDTH > 13 BARS @ — (2) (2) #4 12" O.C. VERT. BARS. c N U EARTH LEVEL / MAY BE AT / EO. EQ. Cl TOP OF WALL./ / 'v v 2" v, � .0VERT. 3" OS CLR. #4 BARS @ 6" a D.C. VERTICAL. N u FOR STEEL 2" REINFORCING. 3'-0" MAX. 12" MIN. BASIN WIDTH (4) # BARS AT TOP. (4) #4 BARS AT TOP. CLR. SEE TABLE 650. W _ t o #4 BARS o #3 BARS@ r�,� 6" O.C. EQ. + N = 12" O.C. HORIZ. NO RAISED BOND BEAM . D t VERTICAL STEEL A. 12" #3 012' NOTE: N HORIZ. BARS MAY BE OVER W 12" #3 0 6" TI= j 2• -1, - z d �" v OR UNDER VERT. BARS, " #3 BARS 0 12" O.C. HORIZ. #3 BARS Q CLR. = 2" CLR: MAINTAIN SPECIFIED CLEARANCE TO VERT BARS. 2 4 BARS. #4 BARS 0 6" 12" O.C. VERT. a x a 6'-6" 12" " O.C. VERTICAL. t o0 add (3) #4 — FOR STEEL #4 ARS Q 6" O.C. » 8'-0" N U FOR STEEL a 8'-6" REINFORCING » / 24" MIN.' LAP 24" MIN. LAP a REINFORCING CL J SEE TABLE 650. a EARTH LEVEL / EO EO -' SEE TABLE 650. #3 BARS 0 t MAY BE AT WALL.Q DISTANCE TO DAYLIGHT - '0' z PER SOILS REPORT. IF '0' IS LESS THAN 0 o TOP OF Q = h/6 (10'-0" MIN., 20'-0" MAX.) OR PER SOILS REPORT. IF '0' IS LESS THAN —#3 BARS @12' // to N h/6 (10'-0" MIN.), USE DETAIL #651. UNDISTURBED SOIL OR k O.C. HORIZ. , 907. COMPACT FILL � N CONDITION A: A #4 BARS 0 6" 24" MIN. LAP CONDITION B• W BASIN FLOOR BELOW POOL FLOOR O.C. VERTICAL. GHQ- ! I=E BASIN FLOOR AT SAME ELEVATION AS POOL FLOOR SOIL OR #3 BARS 0 12" UNDISTURBED I 90% COMPACT FILL W O.C. HORIZ. CLR. SEE TABLE 650. W _ t o #4 BARS o #3 BARS@ r�,� 6" O.C. EQ. + N = 12" O.C. HORIZ. NO RAISED BOND BEAM . D t VERTICAL STEEL A. 12" #3 012' 3'-0" 1 12" #3 0 6" TI= z d 4'-0" ` — — " #3 BARS 0 12" O.C. HORIZ. 12" " = _ $ 51i #4 BARS I" 06"O.C. y ` Lsti Li_ 14 #4 BARS 0 6" " 6'-0" 12" 6'-6" 12" " O.C. VERTICAL. 12" add (3) #4 CL I_ #4 ARS Q 6" O.C. » 8'-0" - " 8'-6" 00 » w N 24" MIN.' LAP 24" MIN. LAP - DISTANCE TO DAYLIGHT - 'Q' 12" CL J '0' = h/6 (10'-0" MIN., 20'-0" MAX.) OR #3 BARS 0 ® DISTANCE TO DAYLIGHT - '0' 4'-0" PER SOILS REPORT. IF '0' IS LESS THAN 12" O.C. HJRIZ. N Q = h/6 (10'-0" MIN., 20'-0" MAX.) OR PER SOILS REPORT. IF '0' IS LESS THAN h/6 (10'-0" MIN.), USE DETAIL /651. h/6 (10'-0" MIN.), USE DETAIL #651. UNDISTURBED SOIL OR 907. COMPACT FILL � CONDITION A: A d , CONDITION B• � BASIN FLOOR BELOW POOL FLOOR =jil I_L11= GHQ- BASIN FLOOR AT SAME ELEVATION AS POOL FLOOR Til>II�� f 11-111 24" MIN. LAP 1I 3" CLR. ro t o s ® r W <7 _N A- 01 W 1!ELI III #3 BARS 0 12" O.C. E.W. j DISTANCE TO DAYLIGHT - 'Q' T-6' IN POOL FLOOR. 0' = h/6 (10'-0" MIN., 20'-0" MAX.) OR PER SOILS REPORT. IF '0' IS LESS THAN UNDISTURBED SOIL OR h/6 (10'-0" MIN.), USE DETAIL 1651. 90% COMPACT FILL CONDITION C:^.1 BASIN FLOOR ABOVE POOL FLOOR NOTES L BASIN WALL & FLOOR DIMENSIONS STANDARD POOL STRUCTURAL PLAN, STRUCTURAL NOTE #1 IS REPEATED HERE SHALL NOT BE EXCEEDED. FOR EMPHASIS: 2. ALL STEEL SHALL BE 3 CLR. FROM 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 P.S.F. CONCRETE SHALL I EARTH. ALL LAPS TO BE 24" MIN. BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 3, WEIR PITCH ANGLE MAY VARY IN 90% COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS DEGREE AND DIRECTION TO SUIT FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, CONTRACTOR OR OWNER DESIGN SUCH AS CUT -FILL TRANSITIONS. INTENT. SEE BACK FOR CALCULATIONS BASIC GRID #3 BARS 0 12" O.C. EACH WAY. 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. 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" #3 012' 3'-0" 1 12" #3 0 6" S-6" 12" z d 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" » 0 0 0 N O 0) r LLi ai co > C O U Q c`.Oo � m v m 3 U _ ~ E J Z C p aS X 0 �° 04 Q LL a. DATE: 05/31/13 a N CALCS BY: C.J.B. CHECKED BY: A.J.C. VANISHING EDGE s CANTILEVERED BASIN EXPANSIVE SOIL g EQUIVALENT FLUID PRESSURE = 60 P.C.F. Q fix DETAIL #650 z PROF Sg�� OCL rnZ Z� o yFy Wg �Q Z C C 656 m z d O m 6/30/2017 Z ZZ w F U * Z— z N cmL P `` 3 0 N J CALIFO� 0 0 J Of o" zw O Z CO p w >D J Q a Z Z w N DATE: 05/31/13 a N CALCS BY: C.J.B. CHECKED BY: A.J.C. VANISHING EDGE s CANTILEVERED BASIN EXPANSIVE SOIL g EQUIVALENT FLUID PRESSURE = 60 P.C.F. Q fix DETAIL #650 VANISHING EDGE POOL WALL & BASIN DESIGN rA­" i ral +TAI Pres ' ,r� Vanishing Edge Pool Wall Design w/ Cantilevered Basin fy (GR.40, #4 Bars and f. Smaller) 40000 psi 2500 psi Pool Wall Thickness: 12 in + ;/r,' � +'' 'i' .* r ;', >� F !` ., r rV�ind �1.3 .,, { l n r 0.173 >✓ rr r � 3210 0.000 /• OK #3 @ 12" O.C. J -45 0 12.0 0.85 Max. Depth of Pool,: 8.5 ft CLR = 2 in (to water) 0 -90 0 12.0 #3 @ 12" O.C. + 0.375 40 9.813 0.173 3210 0.000 OK #3 @ 12" O.C. n r r + -135 0 1 ON #3 @ 12" O.C. 0.110 0.375 40 9,813 0.173 3210 0.000 OK #3 @ 12" O.C. " 2116 0 -180 Loadin 12.0 #3 @ 12" O.C. Properties". :. .. , 40 �. Moment �Strength Check Steel Specification . '• 0.000 OK #3 @ 12" O.C. , 5" r 228 1655 -225 1658 12.0 r 0.110 n r 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. 3.5 624 2437 Basin Wall 1458 118 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. 0.430 Basin Floor 1327 4591 0 5918 12.0 3443 #4 @ 6" O.C. #3 @ 6" O.C. 10.393, 0.500 40 6.000 0.616 6711 0.882 OK #4 @ 6" O.C. 3350 -405 / J r; 1 f J rYr" ,y fj r rJ �, �r ,`+.. r 0.375 VON r �/ •>✓., l /MOVIESINMII 9.813 .. ., 6391 r.+ Loadin OK #3 @ 6" O.C. 5 Properties 3882 -450 Moment Strength Check Steel Specification l ,r A. .' ✓i` •. ,y ,, , ,. f, � J ry �� "' .,. � ,.. r ' J . ., r:. fir• r •,.r � 2„ .f � fir',%'' " . •,' .0 + ;/r,' � +'' 'i' .* r ;', >� F !` ., r .,, { l �`. 0.173 >✓ rr r � 3210 0.000 /• OK #3 @ 12" O.C. 0 -45 0 12.0 #3 @ 12" O.C. 0.110 0.375 40 9.813 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. ,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. " 2116 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. , 5" r 228 1655 -225 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. 3.5 624 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. 4 932 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. 45 =1327 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 @ 3" 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 @ 3" 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 OK #3 @ 12" O.C. (Add 3 #4 Bars) 8.5 8942 5918 1 -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) ITRANSITIONI 12098 1 5918 1 -855 1 17160 112.01 #3 @ 12" O.C. (Add 3 #4 Bars) 10.6991 0.500 1 40 9.750 i 1.0961 19296 0.889 OK #3 @ 12" O.C. Add 3 #4 Bars SLOPE EARTH SURFACE 1/4' PER NOTE: TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS BENCH AND STEP OPTIONS' 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 THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. 1500 #/FOOT MAX. APPROVED SEALANT RECOMMENDED (PER BASIC GRID #3 DETAIL #8). REQUIRED W/ EXPANSIVE SOIL TABLE 1 TABLE 5 " COPING BARS 0 12 O.C. BOND BEAM DRAIN A TABLE TABLE TABLE WATER SURFACE. SEE TABLE #1 & DETAIL #12. DECKING. MINIMUM APPROX. 3" BELOW WIDTH PER LOCAL B E F G BOND BEAM. W ,<*; v" I- C UILDINGCODE. o Mz ,. 3 0" MINC W W _l X � o /;,` a m a z 3 J m COPING n w z 3" ¢ •I NO R.B.B. �, o- a - Z CLR. u' c _ 77,- ^.ur:,. I I I I..I .. I �- r "u.• m ..nr�a�'.ar� i.'',`yyl :I�. N Q - ¢ -1? am _ _ I N oI o BENCH/STEPS - - - - '- " l _.___.. _. �__. I ^ SEE OPTIONS 1 Z w 0 0 _:._.._.....__.... 1 UNDISNRBED SOIL. € o rn a I? L I C i I I N ABOVE F J 15010 PSF MIN. r I __ I I _I I� J I BEARING VALUE. rn , { INFLUENCE UNE i F i I' 1 FOR FOOTING 'C' SHORCRETE COVER UNDER- - SURCHARGE TO BE CHANGED WATERUNIF LIGHT PER I I ) j a�, SEE DYABLE 1 1 DETAIL #10. �^ ADD #3 0 12" O.C. ; _ _I 77 I 5� LONGITUDINAL ®TRANSITION ACTUAL IDIG LINE MAYO; )'" ''J "4 • • FOR EXP. SOILS. VARY, LOCATE STEEL`- ... • • •. I TYP. FLOOR 3" CLR FROM EARTH 3 VERTICAL STEEL 24" MIN. STEEL BASKET IS NOT REQUIRED 3(I SURCHARGE CONDITION: 6" THICK MIN. SHOTCRETE (GUNITE) USE TABLE 1 SCHEDULE 'D', DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. SEE TABLE 1 EXTEND WAI I (BUILDING SURCHARGE) WHEN " S. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILWG SURCHARGE A B C D is 3 BARS.4 io 4 BARS. io 4 BARS. io 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 VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL NO" 1'-0" 3" #3 0 12" . ._ ...... 3" #3 0 12" ....... 3" #3 0 12" 3" #3 0 12- . .... 3'6" 1'-0' 3" 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND REQUIRED FOR CONDITIONS ABOVE 3" ...... _ 3" ...... ....... 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 3" 4'0" 1'-0" 3" 3" 4" 4' 4'6" 1'-0" 3" 3�1 5" 5" 5'0" V-6" 3" #3 06- 4" #3 0 6" 5" #3 0 6" 5" #3 0 6- _ 5'6" 2'-O" 3" 4" 5" 5'/i" 6'0" 2'-6" 3" REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. 9'6' 9" 4" 6" 5�/z" 6'6" 3'-0' 3" 8 -FEET DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE _ 4%' 12" 1110" 9" 7" ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. 11" 6�/i" 7-0" S-6" 3" 5" 8" 7%" 7'6" 4'-0" 3" 5%. 8�%" 816. 8'0" 4'-6" 3" 6" 9" 834" 8'6" 5'-0" 3» _ 6" 9" _ $1" 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 PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. (SEE GENERAL NOTES #3) SURCHARGES NOT COVERED BY THIS 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 F USE ONLY, A SOILS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT - TABLE #1 & DETAIL #12 M PER 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 SURCHARGE DETAILS ARE REQUIRED. 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE WALKING SURFACE. VERTICAL STEEL RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR O2 OWNER TO DETERMINE B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. .€..., j €'< `� (1) #4 0 TOP THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE _ WHEN LESS THAN POOL DEPTH OR H/4 (7.5' MAX. H/4) CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD CONTINUOUS SHOTCRETE INSPECTION #3 0 12" POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE Z o o o HORIZ. STEEL • m .w z i m 6" C.M.U. W m / OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL (10' MIN., 20' MAX.) ENGINEERING DETAILS PRIOR CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THE FOLLOWING AGENCIES T Q POOL ENGINEERING INC. w GROUT3 . RECOMMENDS THAT THE OWNER CONTRACTOR OBTAIN A SOILS REPORT. AMONG OTHERS REQUIRE CONTINUOUS INSPECTION: POOLS SHALL COMPLY WITH SLOPE 3. THIS PLAN IS NOT VALID WITHOUT A. THE CITIES OF: BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON, T ADDITIONAL SURCHARGE DETAILS WHEN THE 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 "'I�I BOND BEAM r WATER I SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION ELSINORE, LONG BEACH, LOS ALAMITOS, MISSION VIEJO, NORCO, SEAL BEACH, #3 0 6" STANTON, TUSTIN, VILLA PARK, WESTMINSTER, 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO TO BE .7.3. APPLICABLE TO MORENO VALLEY, BELLFLOWER, YORBAFOR Z SAN DIEGO, TE, MONROVIA & ONTARIO SPECIAL CASES). SOUTHGA NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, LINDA, ( g FENCING, CONCRETE DECKING AND POOL GEOMETRICS. TITLE 24 SEE TABLE 5, 24" MIN. EMBED. 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND REQUIRED FOR CONDITIONS ABOVE 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. CLR. - C 3 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 AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP). 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. 6" BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT. BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REE FS STANDARDS CODE, AND LOCAL ORDINANCES. 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE 00 a 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, 1. CONCRETE BLOCK SHALLBE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE GEOMETRIC STANDARDS AND/OR LOCAL CODES. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO ,ry�,,„,,,,,f.,,.,,,,„,,..,,�,,,,,,�,,; ., ,.�,,,.�,�,�,;;� APPROPRIATE WALL SCHEDULE. rn w- r�,"`�'""rw"� "ru B. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. ¢ 9. PUBUC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR 4.2• SYSTEM IS INSTALLED WITH: ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. ASSISTIVE DEVICES FOR THE DISABLED. A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. ` z 10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB 8) 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 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC. 21103 & ASTM C 270. PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR PERMIT OFF PEAK OPERATION. 9'0" 8" RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS FENCING AND BARRIERS 9" REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. 9'6' 9" ELECTRICAL AND PLUMBING 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. 1 ALIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE L ELECTRICAL SHAlALL BE IN CONFORMANCE WITH THE 201 3 CEC 11 ENCROACH INTO GUNITE SHELL EACH DIRECTION SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5 HIGH. ACCESS GATES CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. #3 BARS. 0 12" O.C. (30" MIN. FOR TABLE 5G) 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN THROUGH FENCING SHALL OPEN AWAY FROM THE POOL MAXIMUM VERTICAL CLEARANCE c INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH 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 PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH HYDROSTATIC VALVE AND ROCKMAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED LOCAL CODES, THE LOCAL CODES SHALL PREVAIL ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL TO THE POOL REINFORCING STEEL OR COPPER CONDUCTfOR GRID AT A MINIMUM OF 2. WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE CBC ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL. (RAISED OR NOT RAISED). D' IS DISTANCE DOWNBUILDING FOOTING FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER N THE POOL. SECTION 3109, INCLUDING LOCALLY ADOPTED AMENDMENTS. ICALLY PLUMBED THROUGH "T' WALL DOES NOT REQUIRE FROM TOP OF POOL WALL 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE BALANCED AND SYMMETRICFITTINGS. DRAINS SHALL IC SEPARATED BY THREE FEET IN * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL SURCHARGE (IN COUNTY OF 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. 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 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. POOL SITE PLAN. 6. BACKWASH SMALL BE DISPOSED OF IN AN APPROVED MANNER. B. IN THE CITY OF SAN DIEGO FENCES AND BARRIERS SHALL COMPLY WITH THE IN THE COUNTY OF ORANGE REFER TO "UNINCOPORATED COUNTY OF N.T.S.7. POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE REQUIREMENTS FOUND IN THE CITY OF SAN DIEGO MUNICIPAL CODE, CHAPTER 14, N.T.S. TYPICAL LONGITUDINAL SECTION 2 STANDARD WALL SECTION ORANGE SPECIAL NOTES" REGARDING DESIGN E.F.P. FOR POOLS.1 WITH THE CPC. ARTICLE 05, DIVISION 03. 8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP-7 AND 2013 CBC SECTION 3109.4.4.6. COUNTY OF LOS ANGELES SPECIAL NOTES SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE: 9. A PRESSURE VACUUM BREAKER BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON 1• IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.5.21 SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, WHEN LESS THAN 10' THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL. RA NOTES AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF NON -EXPANSIVE E (SEE GENERAL NOTES #3) SURCHARGES NOT COVERED BY THIS BOND BEAM PER F PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 M PER 45 P.C.F. SURCHARGE DETAILS ARE REQUIRED. FOOT. 41 VERTICAL STEEL SPECIAL DETAIL REQUIRED .€..., j €'< `� (1) #4 0 TOP C _ WHEN LESS THAN POOL DEPTH OR H/4 (7.5' MAX. H/4) a o m E -WATERPROOFING RECOMMENDED. 1. #3 0 12" SPECIAL DETAIL REQUIRED WHEN LESS THAN H/6 Z o o o HORIZ. STEEL • m .w z i m 6" C.M.U. W m / 3" (10' MIN., 20' MAX.) BARS ®12" O.C. I w' in VERT. 0 24" O.C. N -C o i SOLID TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW. CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". w GROUT3 . 4" POOLS SHALL COMPLY WITH SLOPE ALTERNATIVE BOND --Y- j °"� BEAM LOCATION SETBACKS PER CBC SECTION 1808.7.3 "'I�I BOND BEAM r WATER I 5'0" 3" #3 0 6" VERT.. STEEL. LINE. � VERTICAL STEEL W/ Z 5" g ADDITIONAL SPECIAL DETAILS N.T.S. 3 SURCHARGE 'CON'DITIONS '- SEE TABLE 5, 24" MIN. EMBED. J REQUIRED FOR CONDITIONS ABOVE SCHEDULES E, F OR G , 3' 'C TYP. HORIZ. STEEL ' REFER TO AMERICAN -NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISH BY A ED, CLR. - C 3 D AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP). INSTALLED PRIOR TO PLACEMENT OF CONCRETE. REPORT (CBC TABLE 1610.1). 6'6" 4" 6" 8" BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REE FS MASONRY NOTES" ^ 00 a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALLBE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE p ,ry�,,„,,,,,f.,,.,,,,„,,..,,�,,,,,,�,,; ., ,.�,,,.�,�,�,;;� APPROPRIATE WALL SCHEDULE. rn w- r�,"`�'""rw"� "ru CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), .`CONFORMING TO CBC/IBC SEC. 2103, AND ¢ ) ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. Q ` z 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 HATH fc=2,000 PSI. POOL FLOOR THICKNESS ._; I to MAY VARY TO ACHIEVE �. •ap 4*. DESIRED WATER DEPTH. _ _ _ _ 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC. 21103 & ASTM C 270. NON -EXPANSIVE E EXPANSIVE NO DECK/HIGH EXP. 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" #3 012" 3" 12" #3 @,12- , 4'0" 3" 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" 4" 3. (1) 14 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, NTH CITY OF SIMI VALLEY SPECIAL NOTES %' 5'0" 3" #3 0 6" 3'/z" #3 0 6" 5" #3 0 6" 5'6" 3" 4" 6' 6,0„ 3%' GIVEN PONT IN THE POOL STRUCTURE. SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE 5" 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOLS 7" INSTALLED PRIOR TO PLACEMENT OF CONCRETE. REPORT (CBC TABLE 1610.1). 6'6" 4" 6" 8" 7'0" 5" 6" #3 - .......................... 0 4" _ 8" #3 0 3" _ - _ ............................ 7'6" 5�%" 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 (E.F.P.) OF 100 P.S.F. 6" 8" 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL 1.2. ALL CONCRETE IN CONTACT WTH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE 8 6" 7�%" _ 8" 9�%" 9'0" 8" 10.ALL INTERIOR' SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT SURFACE. CITY OF SANTA CLARITA SPECIAL NOTES 9" 10r/Z" 9'6' 9" 10" 11 1010" 9" 8 -FEET DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE _ 11" 12" 1110" 9" ........................... ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. 11" 12�W SEE STRUCTURAL NOTE #1 SHALL HAVE AT MIN: F'c = 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0.45 SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.s. g NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6 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 TABLE9" & LARGER IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES SPA AIR -LINE NO. 1 &DETAIL 12. 2" 6"-8" 2 CONCRETE COPING. 9 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO #_ MAY BE LOOPED j EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY soLEY of POOL INTO SPA BOND c� ru .Pr, ern wnia::,� ;a wwu� -- -, 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. ( I MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID r-� COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, BEAM. MAINTAIN x 25 2) #3 X ; € LEVEL TOP OF GUNITE ( (4) #3 BARS PER DETAIL 8 -I PROVIDE 2 1/2" a � ____ W/ GROUT & PLACE # "' CLR. BETWEEN IDEAS, DETAILS, AND SPECIFlCATINS EITHER ORIGINAL OR i" CLR. TO REINF. $ ` ' BARS. DECKING <- LISTED ELECTRICAL 'J' BOX. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY I 6" #15 FELT OR 4 MIL PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE ` N 1" MIN. CLR. » ( - M w I THICK a #3 BARS VISQUEEN ON TOP. COPING 8 MIN. ABOVE DECK, WATER AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION � 3" < 12" D C �, AROUND ALL �€ FINISH BOND BEAM W/ (4) #3 BARS DECKING. w I SPA LIGHT 3 BARS 12" <- LINE OR FLOOD LINE WHICH I TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, EA. WAY. PIPES. # PER TABLE #1 &DETAIL #12. m THE USER ACKNOWLEDGES THAT HE HAS READ & o O.C. EA. WAY. EVER IS GREATER. I A E BOND BEAM PER TABLE N0. 1. EQ. EQ. L ��I� `I SKIMMER ��� fi PLUMBING MAY BE LOCATED UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN WATER WATER COVER. WW a - '� I IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL REINFORCING PER DETAIL 10. 6" LINE. 24" LINE. WV�E: x 3" BARS MAY BE OVER OR CALLS BY: A.J.C. # LAP (2) #3 BARS �� Z 2 1/2" n MAINTAIN 1" CLR. TO REINF. UNDER VERTICAL BARS. MIN.." c3 COMPACTED NOT REQUIRED IF 6" MIN. �� NI z Uj CLR. Q o w CLEAR PROVIDED. BEND �\� M ci S FILL ¢ " w 12" DRAWN BY: T.L.L. 'a z 5" MIN.-� _ BOND �� I tiq z N PRECAST COPING OR BRICK 24" MIN. LAP =" a AROUND ALL BEAM "o w ® w X _ , Q 8" CHECKED BY: R.L.L. CIRCULATION DRAINS: tO INTO SPA FLOOR #3 BARS I a s . " < UNDER NN N I 13 rn v BARS BENT OR POOL WALL. 0 12"O.C. 2 3 'Z' BARS SKIMMER. ¢ \ O M ¢ 0 48" O.C. PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH EA. WAY. II O # #8 COPPER �\` \�'q ' 0 Q m �, X (2) #3 BARS N ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE GROUND WIRE r \ o bio x M ¢ ` ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY € \ `AP w 1 VENEER. BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM- LAP INTO SPA REINF. SECTION AT SKIMMER L `a O! \� _ _ `D o BEND (6) #4 BARS. P OFESSt C.E.C. APPROVED F� FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR i2" DAM -LAP INSIDE BARS INTO SPA REINF. CONDUIT & GFCI FIXTURE Fo - - _ cce VERT. STEEL 3" LAP SPLICE: LENS I - i' - - - - 45' OR 90'. CLR. �� L• LQ ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. -LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT '1O ` t- I E -TILE 24" 6" RECESSED _ ,p p• NO DECK WITH 2 ZI q J BOND BEAM PER SPA DETAILS MAY BE USED Pool MAP MI . LIGHT. _. �A ^ P 56 SPA DETAILS - N.T.S. 7 E CH3WAYRS 18" MIN "`' �QO��� TABLE NO. PLASTER EXPANSIVE SOIL CONDITION ONLY is FOR SPAS WITHOUT POOLS. AROUND NICHE. 3• E.F.P. = 62.4 P.C.F. R. LAP. TYP• �^ `� ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY EXP. 6130/201 r / 4'-0" MIN. IMPERVIOUS DECK - APPROVED SEALANT CeUll € -;; - �€ VERT. STEEL WOOD POST FROM T ®� SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER € #3 0 6" O.C.ATTACHED PATIO COVER FOF CAL10, 0 3 1/2" PER f00T DRAIN T 0 (2) #3 BARS. NOTES - OR OS 5'-0" DEEP &BELOW. = MAX. DEAD +LIVE LOAD = 2000 Ib. --_ o 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO HORIZONTAL STEEL ro I I LEVEL TOP OF BOND BEAM w 'i NOTE:. ROCK ON BOND BEAM. W J u 5" MIN. BRASS CONDUIT TO POOL REBAR, OR NON-METAUJC I I WITH GROUT &PLACE 15# N o SATURATION `" PROVIDE CONTROL JOINTS € 3" CLR. �"r #3 BARS 0 12" O.C. TYP. -�^ I FELT OR 4 MIL VISQUEEN ON E. CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE w o I RECOMMENDED WHERE APPROPRIATE. it 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 N0 PLAN. BOND PER ELECTRICAL i •-I 1 1 PRIOR TO I -_ 1-: ' 2 SWIMMING P0� LIGHTING FIXTURES SHALL COMPLY WITH &PLUMBING NOTE Z ' STAMP do ENGINEERS SIGNATURE I- POURING DECK. "„€ EXTRA REINFORCING TO EXTEND IN RED INK ON PLAN. " PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24" MIN. EACH SIDE OF RAMP. MASTIC 8 SEE ELECTRICAL AND 6" REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1/2' MIN. CONC. DECKING. 8 OTHER EXP. MATERIAL. CONCRETE SHALL / » AUTHORIZED SIGNATURES: PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED 10 II::.... TILE EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE RONALD L. LACHER, P.E. ADJACENT STRUCTURES.. TODD L. LACHER, P.E. KRISTOF NADASDI, P.E. IN EXPANSIVE SOIL DETAILS ( ARE NOT MEAT USE TABLE 1. SCHEDULE SOILS MERE MIN DECK 'C' 8 SKIMMER DETAIL 9 SECTION AT LIGHT 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S.12 RIS BIY ENBACCOWNS, P.E. N.T.S. N.T.S. N.T.S. CHRIS BIEDENBACH, P.E. SHEET: v STANDARD PLAN APPROVALS: Ron Lacher, R.C.E. M 0 IdIIIIIIII111L B CITY OF LOS ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #B201502720 KERN COUNTY- #213 (USE 45 P.C.F. MIN. WITHOUT SOILS REPORT) STANDARD POOL PREPARED IN ACCORDANCE WITH pool 1201 N. Tustin Ave. 8 CITY OF ONTARIO: #6201302960 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) engineering Anaheim, California 92807 SAN DIEGO: MP #351287 ORANGE COUNTY: THE 2013 CALIFORNIA BUILDING CODE SIMI VALLEY: 2013-1 LOS ANGELES COUNTY: #2607070814 VENTURA COUNTY. S.P.A. # 6-2008 N(REQ SO PEI 100 -VCO) STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Fax: e: (7 630-6114 SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714) 630-6100 COPYRIGHT 2015, POOL ENGINEERING INC. S 1 RUCTU L 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 909 BUILDING CODE (LACBC). COMPACT FIUL 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) 14 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, NTH CITY OF SIMI VALLEY SPECIAL NOTES THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM " F SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR SPACING IS #4 BARS AT 18" O.C., i. SEE THE ATTACHED "CITY 0 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 PONT 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 SOLS INSTALLED PRIOR TO PLACEMENT OF CONCRETE. REPORT (CBC TABLE 1610.1). 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPUCABLE, 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 SOL 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 (E.F.P.) OF 100 P.S.F. 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL 1.2. ALL CONCRETE IN CONTACT WTH 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 DAMP CONTINUOUSLY FOR 14 DAYS. 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER Fc 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 AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM 8 -FEET DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION OWNER ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. 1. FOR 14 DAYS AFTER INSTALLATION. c� WHENDAMP LIIS OF SAN BERNARDINO SPECIAL NOTES COUNTY 2 DOENOT TURNETE ON(LIGHT POOLEMPTY. COUNTY 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 ' SEE STRUCTURAL NOTE #1 SHALL HAVE AT MIN: F'c = 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0.45 SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.s. g NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6 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 TABLE9" & LARGER IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES SPA AIR -LINE NO. 1 &DETAIL 12. 2" 6"-8" 2 CONCRETE COPING. 9 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO #_ MAY BE LOOPED j EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY soLEY of POOL INTO SPA BOND c� ru .Pr, ern wnia::,� ;a wwu� -- -, 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. ( I MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID r-� COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, BEAM. MAINTAIN x 25 2) #3 X ; € LEVEL TOP OF GUNITE ( (4) #3 BARS PER DETAIL 8 -I PROVIDE 2 1/2" a � ____ W/ GROUT & PLACE # "' CLR. BETWEEN IDEAS, DETAILS, AND SPECIFlCATINS EITHER ORIGINAL OR i" CLR. TO REINF. $ ` ' BARS. DECKING <- LISTED ELECTRICAL 'J' BOX. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY I 6" #15 FELT OR 4 MIL PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE ` N 1" MIN. CLR. » ( - M w I THICK a #3 BARS VISQUEEN ON TOP. COPING 8 MIN. ABOVE DECK, WATER AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION � 3" < 12" D C �, AROUND ALL �€ FINISH BOND BEAM W/ (4) #3 BARS DECKING. w I SPA LIGHT 3 BARS 12" <- LINE OR FLOOD LINE WHICH I TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, EA. WAY. PIPES. # PER TABLE #1 &DETAIL #12. m THE USER ACKNOWLEDGES THAT HE HAS READ & o O.C. EA. WAY. EVER IS GREATER. I A E BOND BEAM PER TABLE N0. 1. EQ. EQ. L ��I� `I SKIMMER ��� fi PLUMBING MAY BE LOCATED UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN WATER WATER COVER. WW a - '� I IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL REINFORCING PER DETAIL 10. 6" LINE. 24" LINE. WV�E: x 3" BARS MAY BE OVER OR CALLS BY: A.J.C. # LAP (2) #3 BARS �� Z 2 1/2" n MAINTAIN 1" CLR. TO REINF. UNDER VERTICAL BARS. MIN.." c3 COMPACTED NOT REQUIRED IF 6" MIN. �� NI z Uj CLR. Q o w CLEAR PROVIDED. BEND �\� M ci S FILL ¢ " w 12" DRAWN BY: T.L.L. 'a z 5" MIN.-� _ BOND �� I tiq z N PRECAST COPING OR BRICK 24" MIN. LAP =" a AROUND ALL BEAM "o w ® w X _ , Q 8" CHECKED BY: R.L.L. CIRCULATION DRAINS: tO INTO SPA FLOOR #3 BARS I a s . " < UNDER NN N I 13 rn v BARS BENT OR POOL WALL. 0 12"O.C. 2 3 'Z' BARS SKIMMER. ¢ \ O M ¢ 0 48" O.C. PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH EA. WAY. II O # #8 COPPER �\` \�'q ' 0 Q m �, X (2) #3 BARS N ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE GROUND WIRE r \ o bio x M ¢ ` ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY € \ `AP w 1 VENEER. BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM- LAP INTO SPA REINF. SECTION AT SKIMMER L `a O! \� _ _ `D o BEND (6) #4 BARS. P OFESSt C.E.C. APPROVED F� FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR i2" DAM -LAP INSIDE BARS INTO SPA REINF. CONDUIT & GFCI FIXTURE Fo - - _ cce VERT. STEEL 3" LAP SPLICE: LENS I - i' - - - - 45' OR 90'. CLR. �� L• LQ ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. -LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT '1O ` t- I E -TILE 24" 6" RECESSED _ ,p p• NO DECK WITH 2 ZI q J BOND BEAM PER SPA DETAILS MAY BE USED Pool MAP MI . LIGHT. _. �A ^ P 56 SPA DETAILS - N.T.S. 7 E CH3WAYRS 18" MIN "`' �QO��� TABLE NO. PLASTER EXPANSIVE SOIL CONDITION ONLY is FOR SPAS WITHOUT POOLS. AROUND NICHE. 3• E.F.P. = 62.4 P.C.F. R. LAP. TYP• �^ `� ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY EXP. 6130/201 r / 4'-0" MIN. IMPERVIOUS DECK - APPROVED SEALANT CeUll € -;; - �€ VERT. STEEL WOOD POST FROM T ®� SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER € #3 0 6" O.C.ATTACHED PATIO COVER FOF CAL10, 0 3 1/2" PER f00T DRAIN T 0 (2) #3 BARS. NOTES - OR OS 5'-0" DEEP &BELOW. = MAX. DEAD +LIVE LOAD = 2000 Ib. --_ o 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO HORIZONTAL STEEL ro I I LEVEL TOP OF BOND BEAM w 'i NOTE:. ROCK ON BOND BEAM. W J u 5" MIN. BRASS CONDUIT TO POOL REBAR, OR NON-METAUJC I I WITH GROUT &PLACE 15# N o SATURATION `" PROVIDE CONTROL JOINTS € 3" CLR. �"r #3 BARS 0 12" O.C. TYP. -�^ I FELT OR 4 MIL VISQUEEN ON E. CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE w o I RECOMMENDED WHERE APPROPRIATE. it 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 N0 PLAN. BOND PER ELECTRICAL i •-I 1 1 PRIOR TO I -_ 1-: ' 2 SWIMMING P0� LIGHTING FIXTURES SHALL COMPLY WITH &PLUMBING NOTE Z ' STAMP do ENGINEERS SIGNATURE I- POURING DECK. "„€ EXTRA REINFORCING TO EXTEND IN RED INK ON PLAN. " PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24" MIN. EACH SIDE OF RAMP. MASTIC 8 SEE ELECTRICAL AND 6" REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1/2' MIN. CONC. DECKING. 8 OTHER EXP. MATERIAL. CONCRETE SHALL / » AUTHORIZED SIGNATURES: PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED 10 II::.... TILE EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE RONALD L. LACHER, P.E. ADJACENT STRUCTURES.. TODD L. LACHER, P.E. KRISTOF NADASDI, P.E. IN EXPANSIVE SOIL DETAILS ( ARE NOT MEAT USE TABLE 1. SCHEDULE SOILS MERE MIN DECK 'C' 8 SKIMMER DETAIL 9 SECTION AT LIGHT 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S.12 RIS BIY ENBACCOWNS, P.E. N.T.S. N.T.S. N.T.S. CHRIS BIEDENBACH, P.E. SHEET: v STANDARD PLAN APPROVALS: Ron Lacher, R.C.E. M 0 IdIIIIIIII111L B CITY OF LOS ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #B201502720 KERN COUNTY- #213 (USE 45 P.C.F. MIN. WITHOUT SOILS REPORT) STANDARD POOL PREPARED IN ACCORDANCE WITH pool 1201 N. Tustin Ave. 8 CITY OF ONTARIO: #6201302960 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) engineering Anaheim, California 92807 SAN DIEGO: MP #351287 ORANGE COUNTY: THE 2013 CALIFORNIA BUILDING CODE SIMI VALLEY: 2013-1 LOS ANGELES COUNTY: #2607070814 VENTURA COUNTY. S.P.A. # 6-2008 N(REQ SO PEI 100 -VCO) STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Fax: e: (7 630-6114 SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714) 630-6100 COPYRIGHT 2015, POOL ENGINEERING INC.