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06-2533 (RPL)P.O. BOX 1504_ 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: AppllUddLlfl vaivation: Applicant: \06-00002533 43569 -PARKWAY -ESPLANADE E 609-380-999-70 -293234- POOL - RESIDENTIAL LOW DENSITY RESIDENTIAL 3uuuu Architect or Engineer: 4'a (f4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/27/06 Owner: TODD & EDITH RINDONE 43569 PARKWAY ESPLANADE EAST LA QUINTA, CA � /Ala LA QUINTA, CA 92253 (l Contractor: JUL. 10 2006 BLUE HAVEN POOLS 2318 S. .VINEYARD AVENU (A) CITY OF LA QUINTA ONTARIO, CA 91761 FINANCE DEPT. (909)947-6474 Lic. No.: 618892 -------------------------------------------------------------------------------------------------- LICENSED. CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION . I hereby affirm under penalty of perjury3oaNl am censed under provisions of Chapter 9 (commencing with I -hereby affirm under penalty of perjury one of the following declarations: yL,c 7000 of Division 3 of the B Hess n rofessionals Co and my ense is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided Cla C53 L' nse No : 892 - for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Date: ontrac r: �` 0. -,V—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 NER-BUILDE .DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from a Contractor's State License Law for the Carrier AMERICAN HOME Policy Number WC3422016 following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit 's issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in anymanner so as to come subject to the workers' ompensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of,the Contractor's State and agree that, if I sho bec a subjectto the ers' pensation provisions "of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 7 0 o he Labor de, I forthwith co y with a provisions. 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).: Date:�O O Applicant: (_) 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 WA IN FAILURE TO SECO ERS' C MPENSATIONKIN\IS ERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMIN L PENALTIES AND CIVIL UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for.the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ' 1 1 I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: ' LQPERMIT APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of .Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. . 2. Any permit issued as a result of this application becomes null and void if work isnot commenced within 180 days from date of issuance of such permit, or cessation of work for18 days will subject permit to cancellation. I certify that "I have read this application and stateo:,. mation ' r t. I ' ee to comply with all city and county ordinances and state laws relatingtion nd here y horize representatives of thi cou to nt r Pon the above-mentioned o urposes. aD te: �B Signature (Applicant or Agen LQPERMIT •Application Number 06-00002533 Permit BLDG POOL PERMIT Additional desc . Permit Fee . . . . 284.50 Plan Check Fee 184.93 Issue Date . . . . Valuation . . . . 30000 Expiration Date 12/24/06 Qty Unit Charge Per Extension BASE FEE 252.00 5.00 6.5000 THOU BLDG 25,001-50,000 32.50 Permit . . . MECH POOL • Additional desc . Permit Fee . . . . 26.00 Plan Check Fee .6.50 Issue.Date . . . . Valuation . . . . 0 Exp ration Date 12/24/06 Qty Unit.Charge Per Extension BASE FEE 15.00 1.00 11.0000 ---------------------------------------------------------------------------- EA MECH FURNACE >100K 11.00 Permit. . . ELEC POOL PERMIT -RES" Additional desc . Permit Fee 45.00 Plan Check Fee 11.25 Issue Date Valuation . . . . 0 Expiration Date 12/24/06 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 30.0000 EA ELEC PRIVATE SWIMMING POOL 30.00 Permit PLUMBING Additional desc . Permit Fee 33.00 Plan Check Fee 8.25 Issue Date . . . . Valuation 0 Expiration Date 12/24/06 Qty Unit Charge Per Extension' BASE FEE 15.00 2.00 6.0000 EA PLB FIXTURE 12.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB'GAS PIPE 1-4 OUTLETS 3.00 Special Notes and Comments POOL/SPA. ALARMS/BARRIERS SHALL BE IN LQPERMIT Application Number . . . . . 06-00002533 Special Notes and Comments PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED Fee summary Charged Paid Credited Due Permit Fee Total 388.50 .00.. .00 388.50 Plan Check Total 210.93 00 .00 210.93 Grand Total 599.43 .00 .00 .599.43 rf, Bin # City Q of La . uinta Building & Safety Division P.O. Box 1504,78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracklrg Sheet Permit .# a Project Address: b T A. P. Number: Address: Legal Description: Contractor: J:�lL) City, ST, Zip: U' �� C- Telephone:. gREAMMim Address: 3 Project Description: City, ST, Zip: Q, Telephone:74 �— State Lic. # :- A 11' City Lic. #: Arch., Engr., Designer: Address: City., ST, Zip: Telephone: State Lic. #: Name of Contact Person: Construction Type: Oi cupancy: Project type (circle one): New Add's Alter Repair Demo Sq. Ft.: #Stories: #Units: Telephone # of Contact Person- APA Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING . PERMIT FEES Plan Sets Plan Check submitted �� •1 Item Amount J Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction . Flood plain plan. Plans resubmitted Mechanical Grading, plan 2" Review, ready for corrections/issue Electrical Subcontactor. List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O:A. Approval ' Plans resubmitted Grading . IN HOUSE:- ''" Review, ready for corrections/issue: Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Per mil Fees I"IIih IVAN oil � D 0 03 /j.`'"° f>ir. Cr.. ass_. .w..=",e�..00 � .tee. � ■ SPA SPECT"CATIONS ELECTR'^,AL. " tZE B_y. , W'CTH: - - _ - Toil, CLOCK, - SUB:••':Ft O =JETS LIGHTS 1N POOL - SPA: ^tUWWS): S!ZE:. POOLPUM° - SPABLOWEIR ON!FR HP WA. rorEMIEEPUAtn. BC"S?EFPIMt HP SPABOCSTEq FREE $ TA!�.;!`i ; SPA • 6'. N'$C iR - :4• - sans t2•RB9 te•ae9J_ lir' A B B "T--tED 2nd STEWS EXC:AVAI"CN t, TCH RA!s"p B^Nr•, BEAM -- -- purr U-: 033,., ScA CM WAU. W!CTH _ - FENCEn`M+ iEp?Y. NCT,CHS^ACA}VN'AL' 6 Aeg. t� a9B f6 PB9 `� ke", TnASN=!-M VA'L(LOAQSi.__._ CONCEncTE PE!MVAL (:-OAO°) _ TM F 6 COPING STO V. ,17,: B:"LNC�E PmCA. &TUM° PrMOt'al BY: ,_•_. - .._..._..�_ FLAGSTONE MEL: W -M 6'RR9. i2'RBB___._ —IR'R.BB, 2r qBB 37RFp DECKING - - Sant{4a�F LCV---. E4T Rtti'^' -E%vvOttT By: - _UP To - - ,rn rT SEAWALL Wnli,' F": 1. - .. _Cr -Mil,- - l"'SC STEPS CAN'RrVFR __ _, . liaSTC: C;,egCOAE PLd!;Aq'- perGCC�Atr1S APEA OPANS, POOL P! flo! HP SD - PATIO FO:i'.`ti•SSIZE:_ prA'FP:�»eTUt_ SI,A0OCSTERPI'!".. PIASTER: V,A"FR'e';TUPE r 11AtP Ho SawfC ^ c.Ta,aF c'aNn. • GASL.`1= —S Itues SVAATBPtTE V17FR nESlll--l`;7Sl PAIN 0TWR L1Gt"S :14 POOL N SFA SPECIAL E IVIr RI POOL CO, FP! UIIINrpOAn^, - •----•..._. SmmVAC OL`�P'ER RESPO"NSISILMES OVbVFRTO (I) Ce`r-nine the app^ w,r^ate e' a';^^ of pool o, s, -,i at ay^ir. on day of exra%T'ron. (21; Take notrre that rmll and egs•,�menf !ucatron is S tr, a;cectance of Iocat C.,''a'ng d.T.,rnient a'. hma of issuance 0' prumrf. - ( V,.' acwn co0--re'e sha at !aril tw,ce laity to seven (7) days e!' V She'I is inVived (J) Tag:? not -p that P'_UE HAVEN FOC? S t; 1`0T PESPONS'6LE tor. urde•g'ound cond;tiens - - t, Oi%;!!Cis, and any da -age to autCS, drvPw?ys, lawns Or Otrrer trews in access a'pe. (5) See that an iene"g• gates, and garage doors meet IO:ar crdc c for a po?! enck'sute prior 1.0 pre ptas'er irspert,en. (ft Ft'! p 0t mored a'a; ahnr plaster (Folinv, Mstruc±'ons do net use rvht er hose) (7) "JO VEr'2AL AGREFMENTS APPLY. (9) Fend^g to meat all icc0: coda rer;ul•ernents by truyer C'v to cre-e•aster insnec"m Owner approves pian, pne', e0u,crre^.10c'.,ons and understanr±s apc►,^^, is ter ivtntrar.nn ON! Y. Ow -,x unat"Stards they are to rerove ;_.___ sq. Il of deck,ng per S'g^eC Care. E CALCULA TIONS METHODOLOGY: 2 12 y - EQUIVALENT FLUID PRESSURE 8 fc = M(2) 12 in/ft = Mt ( )( ) < 900 psi j k b d2 (0.887)(0.339)(12) d2 OTM = 1/6 y H3 (1/2) y H2 7 H2 WHERE y - 60 pcf (12 in/ft) j d (2)(12)(0.887) d < 49 psi NET MOM = OTM - RESISTING MOMENT f c = 2,000 p.s.i. M(12 in/ft) Mt (12) Fs = 20,000 p.sl fs = = As j d As (0.887) d fc - 0.45 f c = 900 p.s.i. �t Vc = 1.1 Tf�c = 49 p.s.i. DIAGRAM_ RESISTING MOMENT: RESISTING MOMENT ABOUT POINT A I0 DING 45 P.C.F. PLUS RM = W, d + W2 d2 + ... W. d. 2:1 UPSLOPE d, W, 1 SURCHARGE = 60 P.C.F. 114 2 5%- (SOIL) W2 d, WW. = wt. 3 d W • of segment„ • d ws II d we A y = 60 P.C.F. 2:1 UPSLOPE SURCHARGE EXPANSIVE SOIL EQUIVALENT FLUID PRESSURE - 60 P.C.F. RFSUtTS FOR NO RAISED BOND BEAM DEPTH •D SOIL R SOIL t- A t VERTICAL STEEL fs p.s.L 3 .x S-6' 429 98 �t 5%' ty.. 17022 2:1 UPSLOPE SURCHARGE EXPANSIVE SOIL EQUIVALENT FLUID PRESSURE - 60 P.C.F. RFSUtTS FOR NO RAISED BOND BEAM DEPTH •D SOIL R SOIL t- NET MOM t VERTICAL STEEL fs p.s.L fc p.s.l �t p.s.L S-6' 429 98 331 5%' 13 0 12' 17022 523 13.2 4'-0' 640 114 526 5%- 13 0 6" 13966 645 17.3 5-0" 1250 210 1040 6%" 13 0 4" 18936 706 18.9 5'-6' 1664 304 1360 6)Yi" 130 4" 16842 800 22.8 6'-6' 2746 628 2118 7%* 13 0 3" 19878 806 24.5 7'-0" 3430 899 2531 7%* 13 0 3' 18073 871 28.4 8'-0' 5120 1923 3197 8%" odd 3 14 18341 780 30.1 8'-6' 6141 4025 2116 8% 12137 I 516 I.0 34d RESULTS FOR 2'-6" MAX. RAISED BOND BEAM HEIGHT LL OTMHft-1 SOILNET ft -1 Mom t VERTICAL STEEL fs p.s.i. fc p.s.i. K p.s.l S-6" 429 98 331 5% 13 0 12" 17022 523 13.2 4'-0` 640 106 534 5%" 13 06- 14182 655 17.3 5'-0" 1250 124 1126 6' 13 0 4" 16570 870 22.2 6'-0" 2160 148 2012 7%' 2'-0" 18881 766 20.9 6'-6" 2746 176 1 2570 7%" 13 0 3" 18354 885 24.5 7'-6" 4219 335 3883 9' odd 2 14 18116 794 24.5 8'-6" 6141 701 5440 9%* odd 3 14 17011 866 28.9 9'-6' 8574 1416 7158 10%, 19145 890 31.1 10'-6' 11576 2961 8615 12" 18914 785 31.5 11'-0" 13310 6155 7155 12" 15707 652 34.6 VERTICAL STEEL SEE TABLE 320. (EXPANSIVE SOIL) STANDARD BOND BEAM -fir MAY BE PLACED 0 TOP l OF WALL or 0 WATERLINE. Z UNDISTURBED SOIL 1000 PSF MIN. 3"Com• BEARING VALUE 'C' CONCRETE COVER TO - BE CHANGED UNIFORMLY. SEE TABLE 320. VERTICAL STEEL SEE TABLE 320. PROVIDE POSITIVE DRAINAGE BY CONCRETE CUTTER. DRAINAGE PIPE OR BY OTHER MEANS. COPING BOND BEAM PER STANDARD POOL STRUCTURAL PLAN, DTL 11 do 112. x � WATER UNE._ 0. N W i7 p X I G C-) , h ° 1P HORIZONTAL STEEL iC TYP. THROUGHOUT. UNDISTURBED SOIL 1000 PSF MIN. BEARING VALUE TABLE 320 'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL k GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH. (SEE STANDARD STRUCTURAL PLAN, DETAIL 14) POOL DEPTH a HORIZONTAL STEEL ,� m 13 BARS 0 12' O.C. o TYP. THROUGHOUT. o M TOP OF BOND BEAM i c N (STANDARD WALL) � x � WATER UNE._ 0. N W i7 p X I G C-) , h ° 1P HORIZONTAL STEEL iC TYP. THROUGHOUT. UNDISTURBED SOIL 1000 PSF MIN. BEARING VALUE TABLE 320 'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL k GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH. (SEE STANDARD STRUCTURAL PLAN, DETAIL 14) POOL DEPTH NO RAISED BOND BEAM REQ'D TRANS. D C VERTICAL STEEL 0 to 2'6" 2%" 13 0 12' 2'-0" 3'-0" 2%" 13 O 6" 2'-0" 4'-0" 2%" " 2'-0" 4'-6' 3' 13 0 4' 2'-0' 5'-0' 3%' 2'-0" 5'-6" 4" 2'-0' 6'-0" 4" 13 0 3" 2'-0' 6'-6" 4%" 2•-0' 7'-0" 4%" 2'-0" 8'-0" 5%" odd 3 14 2'-0 8'-6' 5)t" " 2'-0' TOTAL HEIGHT 2'-6" MAX. R.B.B. REQ'D TRANS. H C VERTICAL STEEL 0 to 2'6' 2%" 13 0 12" 2'-0" 3'-0" 21h" 13 06- 2'-0- 4'-0- 2'% 13 04- 2'-0- 4'-6- 3" 2,-0" 3" 2,-0' 5'-6" 4" 6'-0" 4%' 2.-0" 6'-6" 4%"�-2*- 7'-0' 5)6 7'-6" 5%' odd 3 14 2'-11" 8'-0 6" " 3'-0" 8'-6" 6" " 3'-3- 9'-6- 7' 3--5- ,-5"10'-0" 10'- 0" 7%* ` S-8- 10'-6* 8%" 3,-9" 11'-0" 8%" 3'-10 I SEE TABLE 320 TRANSITION WALL TO FLOOR STEEL do THICKNESS TOP OF BOND BEAM 2 (WALL W/ R.B.B.) 1 ,IH X XLAP VERT. - : = STEEL 11 Y a MIN. INTO o POOL WALL HORIZONTAL STEEL 13 BARS 012' O.C. �--- 6" C M.U. SOLID CROUT ALL CELLS L W/ 13 BARS 0 24" O.C. HORIZ. k /4 BARS 0 24' O.0 VERT. l- WATERPROOFING RECOMMENDED. BOND BEAM PER STANDARD POOL STRUCTURAL PLAN, RTL 11 do 112. MASONRY NOTES: 1. ALL METHODS AND MATERIALS SHALL BE IN CONFORMANCE WTH THE LATEST ADOPTED C.M.U. EDITION OF THE UBC AND LOCAL ORDINANCES. QPT10N 2. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II NON -MOISTURE CONTROLLED), NORMAL GHT UNITS (135 PCF), CONFORMING TO UBC STD. 21-4, AND ASTM, C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. 3. GROUT SHALL CONFORM TO UBC STD. NO. 21-19 do ASTM C 476 WITH fc=2,000 PSI. SEE UBC TABLE 21-B FOR PROPORTIONS OF INGREDIENTS. 4. MORTAR SHALL BE TYPE M WITH fc = 1800PPsi AND SHALL CONFORM TO UBC STD. NO. 21-15 do ASTM C 270. 5. ALL REINFORCING BARS SHALL BE COMPLETELY EMBEDDED IN MORTAR OR GROUT AND SHALL HAVE A COVER OF NOT LESS THAN 2 INCHES. wlalgi IN A I i I IN all 19 rem 11 FM kofil 711 WHET. -' -- -- ADO (2) 14 BARS PER FOOT. EVENLY SPACED. POOL TO BE TIED W/ 13 BARS 0 12' O.C. VERT. do HORIZONTAL DATE: 12/04/02 THROUGHOUT CALCS BY: A- C. CHECKED BY: R -LL SPECIFIED ADD (3) 14 BARS PER FOOT. EVENLY SPACED. U! I A4 SHALL B[ AI IA:MW IJ 4.D .1'1'Nlrv[U v.'�IM I..L CITY JV SSW rl- 0 co O N Cl rn v � ui > t6 > C r O CU < - cD M cin .-o tD cci ~ E c c p co X O ON c 0 .c (r < LL a Z Z o g f=- 0 C) a Z J za zoo Z z Ucr- V ►� o z � iE O N 30 N -J }-Lj =O Z W d O Z m p O ctfo Z Q Q zz r,N V1 c� F= - En 2:1 UPSLOPE SURCHARGE EXPANSIVE SOIL EQUIVALENT FLUID PRESSURE = 45 P.C.F. (PLUS SURCHARGE) = 60 P.C.F. DETAIL #320 �,,, - MTAK L"; IS v T G VENTURA COUNTY ALL NON -EXPANSIVE EXPANSIVE TABLE SOIL :tCKNG MUST BE INSTALLED NO. 1 APPROVED SEALANT RECOMMENDED (PER DETAIL #8). N ACCORDANCE W/ DTL #8 FLUID PRESSURE REQUIRED W/ EXPANSIVE SOIL 5'0" = 30 P.C.F. 'r SLOPE DECKING 1/8" io COPING 6'0" 6' #3 0 4- TO 1/4' PER FOOT. 8' BOND BEAM SEE TABLE NO. 1 BEAMS '� `� AWAY FROM POOL.. 10" & DETAIL 12. PRESSURE BARS i AIN R t VERTICAL t VERTICAL DEEP & BELOW, 6.0• 8' DECKING AND POOL G OMETRICS FENCING & GATES WITH NO OPENINGS GREATER THAN 4'. GATES T'0 BE SEtf-CLOSING & STEEL ELECTRICAL AND PLUMBING STEEL 3'0" V -O" V' " #3 0 12" 5',/" C> o 1'-0" 1 5%" STANDARD WALL SECTION 5%" ' 4'0" 1'-0" o Orr OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS WITPROVIDING DIRECT ACCESS FROM THE HOME TO THE SWIMMING POO. SHALL BE EQUIPPED A I DIT ALARM AND A R THACLOSING, SELF -LATCHING DEICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54' ABOVE THE FLOOR. MECHANISM 5'/" w Ij-11 II 4'6` 1'-0' 5%" " 51�" #3 0 6- 5'0' W 6' z� HI " 5'6" a3 6" #3 0 6" 15%_ d m 2'-6" 6' ' A" " 6'6" 3'-0" 6` LIGHT PER DETAIL #10. 8" " 7'0" a o�ALLOWABLE ' 5 1/2" 6; " 7'6" 4'-0" O N 9` " CONDITION 4'-6" MIN. n 9' " 8'6" 5'-0" 6%" " C' " N ----- a o Z UNDISTURBED SOIL 1000 PSF MN. W BEARING VALUE. °o o 't' TO BE CHANGED _ UNIFORMLY. SEE TABLE NO. 1. VERTICAL STi=FH IFF (6) BAR BOND BEAM REQUIRED -�`- 12" (s) #4 BARS ® GENERAL NOTES GLADNG IN HAZARDOUS LOCATIONS FOR THE CITY OF LOS BOND BEAM. FINISH BOND BEAM W/ (4) #3 1. THIS STANDARD POOL SiRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE LATEST ADOPTED ANGELES ONLY. IF I GRADE. BARS PER TABLE ) T & SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE. SLOPES AND _ EDITION OF THE CBC SECTION 2406.4, ITEM 9 INCLUDING LOCALLY ADOPTED AMENDMENTS. STRUCTURES. IN THE CITY OF LOS ANGELES, THE POOL DATION SHALL COMPLY WITH THE 1. GLAZING N WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN ALL N DETAIL #12. CITY OF LOS ANGELES ZONING CODE IN SAN BERNARDNO COUNTY POOL APPROVED FOR O THE FOLLOWING CONDITIONS ARE PRESENT: BARS BENT _ PRIVATE USE ONLY, A SOILS REPENT MAY BE REQUIRED N EXPANSIVE SOIL AREAS AND THE A THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE POOL SDE OF THE GLAZING. 48' O.C. POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDNO COUNTY ZONING CODE a B. THE GLAZING IS WITHIN 5 FEET CO A SWIMMING POOL OR SPA DECK AREA. - #3 BARS VERTICAL, -i � � 2 REPRESENTATIVES O" POOL ENGIJF]7tING DNC. HAVE NOT NSNPECIED THE SITE &ARE SEE TABLE TABLE N0. 2. I 'C-yyATER ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF CONTINUOUS SHOTCRETE INSPECTION 3' �• THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE a UNE. CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACETdENT SHALL BE INSPECTED BY A SPECIAL 2 1/2' ci RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND INSPECTOR N CONFORMANCE WITH UBC/CBC SECTION 1701, WHO SHALL SUBMIT A STATEMENT COPING NOTE: -COMPACTED a o _j OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL NDICATiNG COMPLIANCE WITH THE PLANS AND SPECIFICATIONS THE FOLLOWING AGENCIES AMONG BOND BEAM HORIZ. BARS FILL CLR. '� W W DETAILS ARE VALID ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING OTHERS REQUIRE CONTINUOUS INSPECTION: BOND BEAM PER TABLE S I a N H MAY BE OVER OR UNDER S o y INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. A CITY G LOS ANGELES - INSPECTOR MUST BE APPROVED BY THE DEPARTMENT OF BUILDING & POSITIVE NO. 1 (EXPANSIVE SOIL) VERTICAL BARS. ! w DRAINAGE &DETAIL 2. �- w 0 � 3. THIS PLAN IS NOT VALE WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE FOLLOWING SAFETY, PER RGA 14-67. #1 �Ofy r I a CONDITIONS APPLY (PER LATEST ADOPTED EDITION OF THE CBC SECTION 1806.5.2 THROUGH B. COUNTY OF VENTURA. io 3 w F 1816.5.4. IN VENTURA. LOS ANGELES COUNTIES, b' MIN. IS 1 1/2' & 'X MIN. IS 2 1/2'). C. TTI= CITES CF: BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON, HERMOSA BEACH, �- TABLE EXPANSIVE ¢ X41 , ' Oak,-- pa ItVIPNE NEWPORT BEACH LA HABRA, LA PALMA LAGUNA HILLS, LAKE EtSNOtE LONG BEACH, I NO. 2 SOIL `,P9 , ' 6 Q m � x SPECIAL DETW REQUIRED WHEN LOS ALAMITOS, MISSION NEJO. NORCO, SEAL BEACH, STANTON, TUSTIN. VILLA PARK & WESTMINSTER Y NON -EXPANSIVE EXPANSIVE TABLE SOIL SOIL NO. 1 EQUIVALENT EQUIVALENT 4'0' FLUID PRESSURE FLUID PRESSURE 5'0" = 30 P.C.F. = 45 P.C.F. 5'6" io SEE DL #1 6'0" 6' #3 0 4- BOND" 8' ,0 A AT LEAST 36" PIPE BETWEEN FUER & HEATER FOR FUTURE SOLAR HEATING. BEAMS '� `� 8'O" 10" 4 PRESSURE BARS #3 BARS D R t VERTICAL t VERTICAL DEEP & BELOW, 6.0• 8' DECKING AND POOL G OMETRICS FENCING & GATES WITH NO OPENINGS GREATER THAN 4'. GATES T'0 BE SEtf-CLOSING & STEEL ELECTRICAL AND PLUMBING STEEL 3'0" V -O" V' " #3 0 12" 5',/" #3 ® 12" 3'6` 1'-0" 1 5%" STANDARD WALL SECTION 5%" ' 4'0" 1'-0" 514" Orr OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS WITPROVIDING DIRECT ACCESS FROM THE HOME TO THE SWIMMING POO. SHALL BE EQUIPPED A I DIT ALARM AND A R THACLOSING, SELF -LATCHING DEICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54' ABOVE THE FLOOR. MECHANISM 5'/" ' 4'6` 1'-0' 5%" " 51�" #3 0 6- 5'0' V-6" 6' S T R U � ' A L PLA 6" " 5'6" 2'-0- 6" #3 0 6" 15%_ " 6'0' 2'-6" 6' ' A" " 6'6" 3'-0" 6` LIGHT PER DETAIL #10. 8" " 7'0" 3'-6" 6' ' 8V " 7'6" 4'-0" 64" 9` " 8'0" 4'-6" 6',4" ' 9' " 8'6" 5'-0" 6%" " 9" " (6) BAR BOND BEAM REQUIRED -�`- 12" (s) #4 BARS ® GENERAL NOTES GLADNG IN HAZARDOUS LOCATIONS FOR THE CITY OF LOS BOND BEAM. FINISH BOND BEAM W/ (4) #3 1. THIS STANDARD POOL SiRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE LATEST ADOPTED ANGELES ONLY. IF I GRADE. BARS PER TABLE ) T & SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE. SLOPES AND _ EDITION OF THE CBC SECTION 2406.4, ITEM 9 INCLUDING LOCALLY ADOPTED AMENDMENTS. STRUCTURES. IN THE CITY OF LOS ANGELES, THE POOL DATION SHALL COMPLY WITH THE 1. GLAZING N WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN ALL N DETAIL #12. CITY OF LOS ANGELES ZONING CODE IN SAN BERNARDNO COUNTY POOL APPROVED FOR O THE FOLLOWING CONDITIONS ARE PRESENT: BARS BENT _ PRIVATE USE ONLY, A SOILS REPENT MAY BE REQUIRED N EXPANSIVE SOIL AREAS AND THE A THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE POOL SDE OF THE GLAZING. 48' O.C. POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDNO COUNTY ZONING CODE a B. THE GLAZING IS WITHIN 5 FEET CO A SWIMMING POOL OR SPA DECK AREA. - #3 BARS VERTICAL, -i � � 2 REPRESENTATIVES O" POOL ENGIJF]7tING DNC. HAVE NOT NSNPECIED THE SITE &ARE SEE TABLE TABLE N0. 2. I 'C-yyATER ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF CONTINUOUS SHOTCRETE INSPECTION 3' �• THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE a UNE. CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACETdENT SHALL BE INSPECTED BY A SPECIAL 2 1/2' ci RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND INSPECTOR N CONFORMANCE WITH UBC/CBC SECTION 1701, WHO SHALL SUBMIT A STATEMENT COPING NOTE: -COMPACTED a o _j OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL NDICATiNG COMPLIANCE WITH THE PLANS AND SPECIFICATIONS THE FOLLOWING AGENCIES AMONG BOND BEAM HORIZ. BARS FILL CLR. '� W W DETAILS ARE VALID ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING OTHERS REQUIRE CONTINUOUS INSPECTION: BOND BEAM PER TABLE S I a N H MAY BE OVER OR UNDER S o y INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. A CITY G LOS ANGELES - INSPECTOR MUST BE APPROVED BY THE DEPARTMENT OF BUILDING & POSITIVE NO. 1 (EXPANSIVE SOIL) VERTICAL BARS. ! w DRAINAGE &DETAIL 2. �- w 0 � 3. THIS PLAN IS NOT VALE WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE FOLLOWING SAFETY, PER RGA 14-67. #1 �Ofy r I a CONDITIONS APPLY (PER LATEST ADOPTED EDITION OF THE CBC SECTION 1806.5.2 THROUGH B. COUNTY OF VENTURA. io 3 w F 1816.5.4. IN VENTURA. LOS ANGELES COUNTIES, b' MIN. IS 1 1/2' & 'X MIN. IS 2 1/2'). C. TTI= CITES CF: BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON, HERMOSA BEACH, �- TABLE EXPANSIVE ¢ X41 , ' Oak,-- pa ItVIPNE NEWPORT BEACH LA HABRA, LA PALMA LAGUNA HILLS, LAKE EtSNOtE LONG BEACH, I NO. 2 SOIL `,P9 , ' 6 Q m � x SPECIAL DETW REQUIRED WHEN LOS ALAMITOS, MISSION NEJO. NORCO, SEAL BEACH, STANTON, TUSTIN. VILLA PARK & WESTMINSTER Y G N o 2'6"_ 5' a 3'0" 5' " 4'0' < #3 0 6" 5'0" 7" F 5'6" io B. N THE COUNTY OF LOS ANGELES, BARRERS REQUIRED BY CHAPTER 11.50 OF THE LOS 6'0" 6' #3 0 4- 7'0" 8' ,0 A AT LEAST 36" PIPE BETWEEN FUER & HEATER FOR FUTURE SOLAR HEATING. EQUIV. FLUiD MN B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 8'O" 10" N PRESSURE 10' v � 1O.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE. IS LESS THAN H/6 (20' MAX.) ; FENCING AND BARRIERS = 62.4 P.C.F. 7" 4. TME STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE To NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED M PLUMBING, ELECTRICAL, FENCING, CONCRETE: I. PRIOR TO RWNG, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH DEEP & BELOW, 6.0• 8' DECKING AND POOL G OMETRICS FENCING & GATES WITH NO OPENINGS GREATER THAN 4'. GATES T'0 BE SEtf-CLOSING & MAXIMUM. ELECTRICAL AND PLUMBING 5 DECKING CONSIRUC1ikN IS SHOWN AS RECOMMENOD MINIMUM CONSTRUCTION AND DOES NOT SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. WHERE THIS VARIES FROM LOCAL CODES, THE 7%" #3 0 3" 714" 03 0 3" 1 NO DECK SECTION - EXPANSIVE SOIL (62.4 PCF) 2 � 1 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THHE LATEST ADOPTED EDITION OF THE ED ONF RMA D. N THE CITY of SAN DIEGO, PROTECTIVE BARRIERS ARE REQUIRED N CONFORMANCE' WITH THE N DIVISION 84. ALL DOORS STANDARD WALL SECTION Q�Q OR HIGHLY EXPANSIVE SOIL EXPANSION INDEX UP TO 130 9" " 814" T SEE Orr OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS WITPROVIDING DIRECT ACCESS FROM THE HOME TO THE SWIMMING POO. SHALL BE EQUIPPED A I DIT ALARM AND A R THACLOSING, SELF -LATCHING DEICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54' ABOVE THE FLOOR. MECHANISM QP �P0 L 2 STORY WOOD 'w (3'-D' MIN.) L EQUIVALENT FLUID PRESSURE -� TABLE SECTION 1924 & SHALL HAVE A MNIMUM COMPRESSIVE STRENGTH OF 2000 PS AT 28 PROPORTIONAL 10 THE REDUCTION N DECK WIDTH. - FRAME BUILDING NO. 2 I- #342375 #26077 CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE 4 ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMERDA11ONS AND N D t VERTICAL STEEL 2'6"_ 5' #3 0 12" 3'0" 5' " 4'0' 6" #3 0 6" 5'0" 7" " 5'6" 8" B. N THE COUNTY OF LOS ANGELES, BARRERS REQUIRED BY CHAPTER 11.50 OF THE LOS 6'0" 8" #3 0 4- 7'0" 8' ,0 A AT LEAST 36" PIPE BETWEEN FUER & HEATER FOR FUTURE SOLAR HEATING. 7'6" 9' B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 8'O" 10" " 8's" 10' " • Ufp x" a �i to 100 �+ oREQUIRED b IN LESS THAN POOL DEPTH D. N THE CITY OF SAN DIEGO, PNEUMATIC CONCRETE WORK NOT FULLY SUPPORTED ON OR H/4 (7.5' MAK H/4) SPECIAL DETAIL EARTH MAY REQUIRE lX)NTINU(X1S INSPECTION AND VISUAL EXAMINATION FOR SiRUCTURAL WHEN 'A' SOUNDNESS OF IN PLACE PNEUMATIC CONCRETE IS LESS THAN 10' - -r�r��i O - - - - - _ TOE OF SLOPE TOP of TiTLE 24 'p' 'A' SLOPE MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT-. RTICAL t TEEL 7. POOLS WITH DING BOARDS SHALL MEET DIVING BOARD MAMEACTLIRER'S POOL GEOMETRIC STANDARDS AND/OR LOCAL CODES A N THE CITY OF LOS ANGELES, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH THE LOS ANGELES CITY BUILDING CODE SECTION 91.6103(A). 71�1I�I �q�A M 24' MIN. '. SYSTEM IS CERTIFED ADOPTED ANSI N �WEA�'HERPROOCIENCYF add ATING O� 24' M.N. OPERPER READILY ACCESSIBLE SWITCH INSTRUCTIONS OENERGY) OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PLOT UGIT. pJ� • B. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED N ACCORDANCE WITH LOCAL CODES. s. PUBLIC Pools REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR B. N THE COUNTY OF LOS ANGELES, BARRERS REQUIRED BY CHAPTER 11.50 OF THE LOS PpEFFICIENT I 4v TRANSITION WALL 1 2 WIi SYSTEM IS INSTALLED R - 0" TRANSITION WALL ,0 A AT LEAST 36" PIPE BETWEEN FUER & HEATER FOR FUTURE SOLAR HEATING. �P ASSISTIVE DEVICES FOR THE DISABLED. B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 54" #3 0 6- TO FLOOR STEEL AND THICKNESS. 3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF d �kr t� TO FLOOR STEL AND THICKNESS. _ SPECIAL DETAIL REQUIRED '(T PEAK OPERATION. � 1O.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE. IS LESS THAN H/6 (20' MAX.) ; FENCING AND BARRIERS 3 0 6" O.C. VERTICAL STEEL 4'-0" 7" 4. TME STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE To NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED M PLUMBING, ELECTRICAL, FENCING, CONCRETE: I. PRIOR TO RWNG, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH DEEP & BELOW, 6.0• 8' DECKING AND POOL G OMETRICS FENCING & GATES WITH NO OPENINGS GREATER THAN 4'. GATES T'0 BE SEtf-CLOSING & 7' ELECTRICAL AND PLUMBING 5 DECKING CONSIRUC1ikN IS SHOWN AS RECOMMENOD MINIMUM CONSTRUCTION AND DOES NOT SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. WHERE THIS VARIES FROM LOCAL CODES, THE ^ HORIZONTAL STEEL #3 I DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL MANSION. LOCAL CODES SHALL PREVAIL BARS 0 12" O.C. TYPICAL `b �If6. ALL CONSTRUCTION SHALL COMPLY WITH iTE LATEST ADOPTED EDITION OF THE UNIFORM 2WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE LATEST ADOPTED BUILDING CODE/CBC AND LOCAL ORDINANCES. EDITION OF THE CBC SECTION 421, APPENDIX CHAPTER 4 INCLUDING LOCALLY ADOPTED AMENDMENTS. TABLE N0. 1. DETAILS -I I I I �I11 -I1=7 VERTICAL STEEL SEE TABLE NO. 2 _ '' NOTE RTICAL t TEEL 7. POOLS WITH DING BOARDS SHALL MEET DIVING BOARD MAMEACTLIRER'S POOL GEOMETRIC STANDARDS AND/OR LOCAL CODES A N THE CITY OF LOS ANGELES, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH THE LOS ANGELES CITY BUILDING CODE SECTION 91.6103(A). HORIZONTAL STEEL M 24' MIN. NOTE: PER TABLE 24' M.N. EXTRA REINFORCING TO EXTEND 24' MIN. EACH SIDE OF RAMP. 5' �r B. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED N ACCORDANCE WITH LOCAL CODES. s. PUBLIC Pools REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR B. N THE COUNTY OF LOS ANGELES, BARRERS REQUIRED BY CHAPTER 11.50 OF THE LOS #3 BARS 0 12' O.C. TRANSITION WALL BOND BEAM HORIZONTAL BARS MAY HORIZONTAL STEEL TRANSITION WALL 51C " 4'0" 6" ASSISTIVE DEVICES FOR THE DISABLED. ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE REQUIRED. PLAN. 54" #3 0 6- TO FLOOR STEEL AND THICKNESS. BE OVER OR UNDER VERTICAL BARS. TYPICAL INCLUDING ALL SPECIAL DETAILS. #3 BARS 0 12' O.C. - TO FLOOR STEL AND THICKNESS. 5'0" 7" ' 6'4" 1O.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE. THESE BARRIER REQUIREMENTS SHALL SE ATTACHED TO THE SWIMMING POOL SITE G N THE COUNTY OF VENTURA, PROJECTIVE BARRIERS ARE REQUIRED N CONFORMANCE WITH Lj �O 7" 61� 6'�" 6.0• 8' 7'%" 7' ELECTRICAL AND PLUMBING VENTURA COUNTYNDIEBUILDING 000E (1996) ARTICLE 3. CHAPTER SECTION 7%" #3 0 3" 714" 03 0 3" 1 NO DECK SECTION - EXPANSIVE SOIL (62.4 PCF) 2 SHALLOW/DEEP END RAMP 3 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THHE LATEST ADOPTED EDITION OF THE ED ONF RMA D. N THE CITY of SAN DIEGO, PROTECTIVE BARRIERS ARE REQUIRED N CONFORMANCE' WITH THE N DIVISION 84. ALL DOORS STANDARD WALL SECTION Q�Q OR HIGHLY EXPANSIVE SOIL EXPANSION INDEX UP TO 130 9" " 814" CALIFORNIA ELECTRICAL CEDE SECTION 680. 2 ANY METAL WITHIN 5' OF POOL EDGE MUST BE BONDED PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE. 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITIi POOL BUILDING PERMIT. Orr OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS WITPROVIDING DIRECT ACCESS FROM THE HOME TO THE SWIMMING POO. SHALL BE EQUIPPED A I DIT ALARM AND A R THACLOSING, SELF -LATCHING DEICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54' ABOVE THE FLOOR. MECHANISM TYPICAL REBAR INSTALLATION DIAGRAM L 2 STORY WOOD 'w (3'-D' MIN.) L EQUIVALENT FLUID PRESSURE -� DECKING. MINIMUM SECTION 1924 & SHALL HAVE A MNIMUM COMPRESSIVE STRENGTH OF 2000 PS AT 28 PROPORTIONAL 10 THE REDUCTION N DECK WIDTH. - FRAME BUILDING a, TABLE NO. 5 = 45 P.C.F #342375 #26077 CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE 4 ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMERDA11ONS AND N E N THE COUNTY OF SAN BERNADINO, PROTECTIVE BARRIERS ARE REQUIRED N CIIMFORMANCE WIDTH PER LOCAL INCLUDING ALL POOL ENGINEERING, INC. EXP. JOINT & SEALANT BUILDING CODE. (FOR DETAILED INSTRUCTIONS, SEE 1000 #�00T MAX. PER DTL 8 RECOMMENDED RENFORCEMENT INSTALLATION INSTRUCTIONS WATER SURFACE (REO'D W/ EXPANSIVE SOILS) AT THE BOTTOM OF THIS DETAIL) APPROX. 3' BELOW COPING-� a BOND BEAM. m Z! m COPINGLO - a DRAIN _ NO R.B.B. 0 9 z X = O a N E L Co I 7 - d w Z I _ _ -' -/--BASIC GRiD F- I I I T i l I m #3 BARS 0 127 O.C. BENCHES & STEPS J - C w 1 NOT A PART OF ��Lu I POOL STRUCTURE J DECK DRAINS i r RECOMMENDED. 5 1/2" MIN. z W=4'-0" W=5'-0" W-6'-0" D t VERTICAL STEEL t VERTICAL STEEL RTICAL t TEEL t VERTICAL STEEL 2'0' 514" #3 0 12 5',�" #3 0 12 5lt' 0 12 !13 5," #3 0 122,6"5%' PER TABLE BOND BEAM " 5' �r 3'0" 5% " g 5 . 54" 3'6' 54"113 0 6" 5'," #3 0 6" 5'�` 51C " 4'0" 6" 5'%" " 5'/' #3 0 6" 54" #3 0 6- 4'6" 614" 1 #3 0 4- NO. 1. PER TABLE N0. 1 6" ` 5'0" 7" ' 6'4" 6" #3 0 4' 6" 13 0 4" Lj �O 7" 61� 6'�" 6.0• 8' 7'%" 7' 7" • 6'6" 8%" #3 0 3" 7%" #3 0 3" 714" 03 0 3" 7'�` " �' &DETAIL 12. 8" 7'5" #3 O 3" 76" 9" 8'� 8' Q�Q 8,0" 91� 9" " 814" 3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' =TILDE DECK IS INSTALLED. 6'6" 9'iz' " 9. " 81!r +8* - SECTION 1924 & SHALL HAVE A MNIMUM COMPRESSIVE STRENGTH OF 2000 PS AT 28 PROPORTIONAL 10 THE REDUCTION N DECK WIDTH. - #3 03 a, (EXPANSIVE #342375 #26077 CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE OF WATER PER SACK OF CEMENT. 150 62 DEPTH IS REQUIRED. S T R U � ' A L PLA UNDER- WATER 0�� SAN DIEGO: SIMI VALLEY. #92 SP1 REVS SIMI VALLEY NOTES ATTACHMENT VENTURA COUNTY: #6-99 REQUIRES ATTACHMENT OF VENTURA COUNTY BARRIER REQUIREMENTS • V `,►T - Phone: (714) 630-6100 ADD #3 0 12' O.C. LONGITUDINAL SOIL) 't' SEE II CITY OF BEVERLY HILLS: #13 CONSTRUCTION TO BE PER 2001 C.B.0 AND BEVERLY HWS MUNICIPAL CODE ARTICLE 6 j LIGHT PER DETAIL #10. �P STANDARD POOL STRUCTURAL PLAN 5 �O 0 TRANSITION FOR EXP. SOILS. TABLE NO. 5. (�, ' PpJGi Ppv a W-3'-0' W=4'-0" W=5'-0" W-6'-0" D t VERTICAL STEEL t VERTICAL STEEL RTICAL t TEEL t VERTICAL STEEL 2'0' 514" #3 0 12 5',�" #3 0 12 5lt' 0 12 !13 5," #3 0 122,6"5%' 6- 5%"5 " 5' �r 3'0" 5% " 5%" " 5 . 54" 3'6' 54"113 0 6" 5'," #3 0 6" 5'�` 51C " 4'0" 6" 5'%" " 5'/' #3 0 6" 54" #3 0 6- 4'6" 614" 1 #3 0 4- 6` #3 0 4- 6' - 6" ` 5'0" 7" ' 6'4" 6" #3 0 4' 6" 13 0 4" 5%. 71/i" 7" 61� 6'�" 6.0• 8' 7'%" 7' 7" • 6'6" 8%" #3 0 3" 7%" #3 0 3" 714" 03 0 3" 7'�` " 70" 9' 8" 8" 7'5" #3 O 3" 76" 9" 8'� 8' 8. 8,0" 91� 9" " 814" 3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' =TILDE DECK IS INSTALLED. 6'6" 9'iz' " 9. " 81!r +8* - CBC STD 1 1 ASTM ACCORDANCE WITH LOCAL REGULATIONS WiTH SAN BERNADINO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SWIMMING POOL 4' 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. 6. BACKWASH SHALL BE DISPOSED OF N AN APPROVED MANNER. ENCLOSURE STANDARD PROCEDURE CiTY OF LOS ANGELES SPECIAL NOTES 7' 1 7. GAS PIPING TO BE N CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CALFONIA THESE NOTES ARE ONLY APPLICABLE N THE CITY OF LOS ANGELES SOIL PLUMBING CODE SECTION 1210.1. 8 CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CALIFORNIA HEALTH & i. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF 91.318 DIV 1 6- SAFETY COOL FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM- AND P/BC 2011-14. 2 MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHDTCRETE OR GUNITE SHALL BE 25M PSI. 6$� STRUCTURAL NOTES COUNTY OF LOS ANGELES SPECIAL NOTES 12" 12' 1. SOL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED N THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & #3 AGAINST UNDiSTURBED SOIL OR BUILDING DEPARTMENT APPROVED 907. COMPACT FILL SAFETYAAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN. #3 06' THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOL CONDITIONS UNDER POOL, SUCH AS CUT -FTI TRANSITIONS. HOT CONSTRUCTION TO BE PER 20102 LOS ANGLES COUNTY BUILDING CODE (LACBC) #3 #3 106"106" 2 ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 VENTURA COUNTY SPECIAL NOTES t FOR 13 BARS AND 14 BARS SPLICES TO BE LAPPED 24' MIN. MINIMUM M CLEARANCE 6- 6" BETWEEN PARALLEL BARS IS 2 1/2'. THESE NOTES ARE ONLY APPLICABLE N VENTURA COUNTY. 9" 3. (1) 14 BAR N EQUIVALENT To AND MAY BE USED N PLACE OF (2) #3 BARS, WITH THE 1. DECK TO BE REINFORCED WITH 13 BARS 0 24' O.C. EACH WAY. E.F.P. = 45 P.C.F. EXCEPTION THAT F 14 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING A. DECK BONDING: WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR #3 012"012' IS #4 BARS AT 18. 0.C.. NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH #3 04' 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH #3 #3 03".03"1 THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN PONT THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES, SUCH 5'�" N THE POOL STRUCTURE AS POOL SLIDES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22 7' 5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE) G 2 15' DEEP PERIMETER FOOTING IS REQUIRED. 01,4"11" THE STRUCTURAL RETNFORCIN13 MIST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE 3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' =TILDE DECK IS INSTALLED. VERTICAL STm 6. SHOTCRETE (GUNITE) TO BE N CONFORMANCE WITH THE LATEST EDITION OF THE CBC 4. MINIMUM DECK WiDTH IS 4' UNLESS PERIMETER FOOTNG'DEPTH 6 INCREASED BY THE AMOUNT #3 06' SECTION 1924 & SHALL HAVE A MNIMUM COMPRESSIVE STRENGTH OF 2000 PS AT 28 PROPORTIONAL 10 THE REDUCTION N DECK WIDTH. - #3 03 DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS M 5. WHEN GCC S11B-GRADE SOL HAS AN EXPANSION INDEX > 91 SATURATION TO 18' MINIMUM #342375 #26077 CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE OF WATER PER SACK OF CEMENT. 150 62 DEPTH IS REQUIRED. III I I FLOOR - 6 THICK MIN. REINFORCED GUNiTE W/ 7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDITION G THE 9- . 6. JOINTS N DECKS & COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT o � I I =!I #3 BARS 0 12. O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL SEE- =1 ��O & USE TYPE V PORTLAND �E ORT N AREAS WiTH MORE THAN 2% SULFATE CONTENT AND RESILIENT SEALANT. { MAIN DRAIN(S) AT LOW POINT. (STEEL TABLE N0. 5. 1=1 I AS DIRECTED BY LOCAL BURDNG CODES/ CBC. 7. SURFACE WATER FROM POOL DECKS SHALL BE COLLECTED & CONDUCTED THROUGH NON-EROSIVE Ix Ix BASKET AI NOT REQUIREDMAIN DRAIN PIPE REINJFOR(�IENT INSTALLATION NSTRUC110NS TI 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS DEVICES TO A STREET, STORM DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA C SHALL NOT ENCROACH INTO GU SHELL UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE b' OR ii - • 10. ALL INTERIOR SURFACES OF POM/SPA SHALL BE COATED WITH A WATERPROOF SILICA PLASTER. g WHEREVER EGRESS FROM A POOL IS RESTRICTED BY THE PRESENCE OF A VERTICAL WNL OR SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITI(NHAL VERTICAL `� u��p OTHER BARRIER CONTINUOUS S GRAB MORE THAN AL ABOVE THE WATER SURFACE AT THE POOL EDGE, N FOR DUAL MAIN DRAIN REQUIREMENT SEE HORIZONTAL STEEL Oiii MLR PERMANENT CONTINUOUS GRAB BARS HANDRAILS OR OTHER APPROVED EQUIVALENT DEICES ELECTRICAL AND PLUMBING NOTE 8. BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED #3 BARS 0 12` D.C. �, 24• 1. KEEP SHOTCRETE (GUNIE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. SHALL -BE INSTALLED WITHIN 12' OF THE WATER SURFACE SUCH DEVICES SHALL BE CAPABLE INSTALL HYDROSTATIC VALVE AND ROCK PACK AT N THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM :� TRANSIIt)H WALL TOFLOOR 2 DO NOT TURN ON LIGHT WHENI POOL IS EMPTY. OF BEING SECURELY GRASPED, AND SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER THAT POINT. I. IS AN INCORRECT INTERPRETATION THAT THE ADDED 3. DO NOT USE BUCK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). OF THE POOL, PER V.GB.0 CH.41 SECTION 41.26. ,,. LOW POINT WHERE REQUIRED BY HIGH WATER TABLE STEEL AND THICKNESS REINFORCEMENT MUST BE EXTENDED TO THE TOP OF THE WALL I� TYPICAL LONGITUDINAL SECTION 4 BUILDING SURCHARGE SECTION 5 NOTES 6 J APPROVED SEALANT 9" & LARGER PROVIDE ADEQUATE DRAINAGE BRICK OR PRECAST 5'-8' BOND BEAM PER BEHIND POOL WALL CONCRETE COPING. i NOTE: �- BOND BEAM PER TABLE 2' 2' 4'-0' MIN. TABLE NO. 1 & z 9 1/2' Lt 3RD AND/OR NO. 1 & DETAIL #12 LEVEL TOP OF GUNITE DETAIL #12 #3 BAR L 24' O.C. n EXPANSION JOINT & to 12' Z 6 ♦��'" 4TH BAR BY THE USE OF THIS PLAN W/ GROUT & PLACE GROUT ALL CELLS V LOCATION MAY F-L-LECIRICAL SEALANT REVD. TO MATCH � VARY TO THE USER ACKNOWLEDGES �I III - . _ ° E 4 3 #1.5 FELT OR 4 MIL DECKING ,J BOE = II i ur PER DETAIL IV SOILS. COPING . `� .►, PROVIDE THAT HE HAS READ AND _ 2 1/2' CLR• UNDERSTANDS ALL OF THE (2) #3 g O BARS. VISQUEEJJ ON TOP. ,.., / BARS. COPING z 8" MIN. ABOVE DECK, WATER _ - a I 5 1/2' a o 1" MIN. Q E--L.NE OR FLOOD UNE WHICH II, _ Q o o ,� (1) #3 - �' BETWEEN NOTES INCLUDED HEREIN. >� #3 BARS iCLR. #3 BARS � m M z - t PARALLEL #3 BARS SPA LIGHT o F 12' O.C. `" AROUND 12" O.C. EVER IS GREATER HOR2 STEEL o U, `�` BAR. DECKING. I a 1 TiLL • BARS. 0 12' O.C. 1 EA. WAY. EA. WAY. cn m a io THIS PLAN IS THE EACH WAY. 3' o ALL PIPES. (1 SKIMMER - BARS 0 I N < 6' BLOCK II - BOND BEAM PER TABLE I COVER. �� II- I =1 II 12' O.C. W t'm=t5o0 sl No. t. WORK OF THE ENGINEER AND �� 3' cLR. I #3 BARS 012' O.C. SHALL NOT BE REPRODUCED, CUR. E0. EQ. I I �� Lf� I 1 I- I P I WATER 1 WATER VV I I I I -I I I I a UNE LINE. (3) #3 BARS �� X11= ILII Bono BEAM ° v __ '" COPIED OR OTHERWISE USED REINFORCING PER 6' 24. �� I III= �� _ MAY BE 0 �3' 1< -PLASTER DETAIL #10. NOT MIN. BEND BOND �\� Z +o' ALSO. 'L WATER VERTICAL 6T �� 3' PRECAST COPING WITHOUT THEIR WRITTEN REQUIRED IF 6' MIN. ° BEAM LNDER �� a C CLEAR PROVIDED. 5' MIN. SKIMMER. iY` ° w LINE STEEL W/ 111 BOND BEAM B' PERMISSION. 24' MIN. LAP AROUND �' /�� - -� VERT. STEEL 12' MIN. - PER TABLE OR BRICK II -- INTO SPA 1 (( (2) #3 7 BARS I I III I ��\ FIXTURE SEE TABLE EMBED. NO. 1 & (2) #3 BARS - PROVIDE (2) ANTI -VORTEX DRAINS. ONE LOCATED N I OR POOL #3 BARS I- fI COPPER N0. 11. 3' DLL 12 - NOTE: „� �I SPA FLOOR & ONE DATED ON SIDE OF SPA SEAT 3' I 0 12'O.C. IFNS t CUR. -HORIZONTAL ABOVE SPA FLOOR, PER CALIFORNIA HEALTH & SAFETY IL EA. WAY. I N SECTION AT SKIMMER GROUND ERE I \I S� HR BEND ROCK BOND BEAM HORIZONTAL BARS MAY INDICATES 44' MN. TRANSITION WALL BARS 0 CODE SEE ELECTRICAL AND PLUMBING NOTE 8.ERT. STEED BE OVER OR UNDER VERTICAL BARS. 24' N.E.C. OR C.E.C. ® TO FLOOR STEEL AND THICKNESS. 12' D.C.D.0 45' OR 90' SPA DETAILS MAY BE USED z POOL -7 MMIN. APPROVED CONDUIT. 11 11 TABLE NO. 11: C SPA DETAILS - FOR SPAS WITHOUT POOLStC . 7 (2) #3 5' RECESSED TOTAL HEIGHT = NORMAL POOL DEPTH (D) + HEIGHT OF RAISED BOND BEAM. PER TABLE F PLASTER ROCK ORS' a BARS EACH MN• LIGHT. - - - - A- WAY AROUND CITY OF 4'-0' MIN. IMPERVIOUS DECK NICHE - LOS ANGELES APPROVED SEALANT v TVP. DEEP REQUIRED SLOPE 1/8'-1/4" PER FOOT 1/2' MIN DEPTH I II I �I' NOTE: I F ----DRAIN d Tim 1/2EXPANSION JOINTS - I -I I 0 (3) 13 BARS. 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE - - ° TO BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC REQUIRED IN DECK a I -CONDUIT CAN BE USED MATH NSM ATED NO. 8 COPPER 0 10'-0' O.C. & II W � `� ( I SATURATION 0 CORNERS. WARE INTERIOR W/ APPROVED POTTING COMPOUND ir a RECOMMENDED PRIOR' I III 1 I I 3" - j M, 5' MIN. PER THE N.E.C. OR CLC - 11 0 - REMAINDER OF JOINTTYPICAL TO POURING DECK12 N STYROFOAM OR OTHER I I I I I I SIC 2. SWWIIJYNG FOOL LIGHTING FIXTURES SHALL COMPLY WITH L - FOOTING RECOMMENDED UP. MATERIAL , PLAN AT SKIMMER APPLCAM Ute' IAeoRATDaes REQUIREMENTS FOR EXPANSIVE SOILS. CONCRETE SHALL NOT TOUCH FOR LIGHTING FlXTLRRES U.L STMDARD 676. VENTIIDA COUNTY NG OR BOND BEAM TOTAL HEIGHT - H 2' 3' 4' 5' 1 6' 7' 1 8' 9' 10' 11' SOIL t 5'/,- 6- 6- 6" 6$� 8" 9V," 11" 12" 12' E.F.P. = 30 P.C.F. VERDCAL STEEL2" #3 #3 012' 0 2 #3 06' #3 O6" #3 06` #3 #3 106"106" #3 #3 " MODERA EXPA4SWSOIL t 5'�" 6- 6" 7" 8- 9" 1 10' 1 0' 11' 11' E.F.P. = 45 P.C.F. VERTICAL STEEL #3 2" #3 012"012' #3 #3 06" #3 04' #3 04' #3 #3 1@3.03" #3 #3 03".03"1 ORORYND DE t 5'�" 6" 6' 7' 8' 9' 01,4"11" 12" ' E.F.P. = 62.4 P.C.F. VERTICAL STm #3 012" #3 012 #3 06' #3 06" #3 04 #3 03 #3#4 03' 04" 03"',03". No. 1. BRICK NOTCH flu N 5887 Om ALLOW 20001b MAX LIVE &DEMO EX • 6-3 -07 OPTIONAL WOOD POST FOR ATTACHED PATIO STRUCTURE - T- 1 �- LEVEL TOP OF BOND��1� y ROCK ON BOND BEAM' �I I BEAM WITH GROUT & O' GALV. SIMPSON POST BASE�►-�- L PLACE 151 FELT OR BOND PER ELECTRICAL.I I 4 MIL ViSQUEEN ON & PLUMBING NOTE 2 `yr i TOP OF BOND BEAM. MASTtc PLAN VALID ONLY V,ATH WET IjF STAMP & ENGINEER'S SIGNATURE 31/2" MIN. I a CANTILEVER IN RED INK ON PLAN. CONCRETE DECKING. 'F III CONCRETE AUTHORIZED SIGNATURES: 15' DEEP REQ. l COP SKIMMER DETAIL 9 SECTION AT LIGHT 10 RAISED BOND BEAM 11 BOND BEAM DETAILS 12 RONALD L LACHER, P.E. . AARON cowEN, P.E. TODD L LICHER, P.E. ' IN EXPANSIVEMIN DECK W VENTURA MINI DECK �z. 8 SOIL EXPANSIVE SOL DETAILS I RENTS NOT MET # I p00� R.C.E. STANDARD PLAN APPROVALS: SAN BERNARDINO: #04-00042-225A-01 KERN COUNTY: #213 STANDARD POOL 1201 N. Tt�tii Ave. 120Ron N. Tu, I CITY OF LOS ANGELES: #268 ORANGE COUNTY. #SP -97-001 CITY OF FRESNO: P-00-01 REVS SUPPLEMENTAL NOTES FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES 2ngltl@@i"ICl9 Anaheim, California 92$07 CITY OF ONTARIO: S APPROVED FOR 97 UBC MP RIVERSIDE COUNTY: LOS ANGELES COUNTY: #342375 #26077 CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE S T R U � ' A L PLA inc. Fax: (714) 630-6114 SAN DIEGO: SIMI VALLEY. #92 SP1 REVS SIMI VALLEY NOTES ATTACHMENT VENTURA COUNTY: #6-99 REQUIRES ATTACHMENT OF VENTURA COUNTY BARRIER REQUIREMENTS • V `,►T - Phone: (714) 630-6100 SANTA CLARITA: 1306 REQ'S SUPPLEMENTAL NOTES CITY OF BEVERLY HILLS: #13 CONSTRUCTION TO BE PER 2001 C.B.0 AND BEVERLY HWS MUNICIPAL CODE ARTICLE 6 STANDARD POOL STRUCTURAL PLAN AF t .. - r•� . bk .t - ,. � asdft"; clllvllp-,� !IIL