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04-3658 (RPL)Tat4V at Arai BUILDING & SAFETY DEPARTMENT P.O. BOX 1504 (760) 777-7012 .79-495, CALLETAMPICO FAX (760).777-7011 LA QUINTA, CALIFORNIA 92253 .-INSPECTION REQUESTS (760) 777-7153 Application.Number . . . Property Address APN: Application description Property Zoning ...Application valuation.-. BUILDING PERMIT tdO M0-M6�65f8y . Date 4/23/04 79575 RANCHO SANTA MARGARITA 649-610-003-3 -28964 POOL -RESIDENTIAL LOW DENSITY RESIDENTIAL 20000 Owner Contractor TOMMY ARCHULETA OWNER 795.75 RANCHO SANTA MARGARITA LA- QUINTA CA 92253 -7 - --- - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - Permit .. . . . . . BLDG,POOL.PERMIT Additional..desc Permit -Fee 207.00 Plan Check Fee.. 134.55 Issue Date . . . . Valuation . . . . 20000 Qty Unit Charge Per Extension BASE FEE 45.00 18.00 9.0000 THOU BLDG 2,001-25,,000 162.00 -------------------- ---------------------------- --------------------------- Permit . . . . . . MECH POOL Additional desc Permit Fee 24.00 Plan Check Fee 6.00 Issue Date Valuation . . . . 0 Qty Unit Charge Per Extension ,,BASE FEE 15.00 1.00 9..0000 EA MECH FURNACE <=1,00K. 9.00 - - -- -- - - - - - 7 - - - - - - - - - : 7- - - - - - - - - - - - - - - -- - - - - - - - --- - 7 - - - - - - - - - - - - - - - - - - - - - - - - Permit. ELEC POOL PERMIT -RES Additional desc,. .Permit Fee 45.00 Plan C.)ck Fen 11.25 --Issue-Date Valuat'- 0 Qty. Unit Charge Per 3 2004 E.' nsion BASE FEE15.00 rl 1Y OF LA QUINTA 1.00 30.0000 EA' ELEC PRIVATE SWIMMING 30.00 ------------ --------------------------- 7- -------- ------------------- 7 'Permit .. . . . . . PLUMBING Additibnaldesc Permit Fee 33.00 Plan Check Fee 8.25 i1G�GV P.O. BOX 1504 7E-495 CALLS TAMIICO LA QUINTA, CALIFORNIA 92253 Application Number: Applicant: f Applicant's Mailing Address: BUILDING & SAFETY DEPARTMENT w r, VOICE (760) 777-70)42 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: U -T 'Sr)- 0:2 Archite or Engineer: Architect or Engineer's Address: Lic. No. o o%JswIM%J rtKitni f utVLAKATIONS LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that 1 am licensed under provisions of ChWW 9 (commencing with Section 7000) d Division 3 d to Business and Professionals Code. and my License is in full force and effect License Class License NO. Dab - Contractor 1 hereby alum under penalty d perjury that I am OWNER -BUILDER DECLARATION exempt from tie CW*OCWW Stab License Law for the following reason (Sec, 7031.5. Business and Profesaions Code: Any city or county that hp is b eller. Yrprove, denwid or repair any st uchM prbr b Its isvA n n. also requires the appicant for tit permit b tfa a Signed and Prde tw h Code) or fiat he or iota O�ons oft* Contraeb V Stab License Law (Chopbr t (oonenenoirg with Section 7000) d Division 3 d the Busirms the applicant to a dvl penalty d not more than five hundred dohsrsw basis fix ri ateped exenptiah Any violaiom d Section M1.5 by" rrppieey fa en" lhgebon a permit subjaxs I. as owner d the prapm or my s ployeas with ) ) wages as their sob oonmhperhsaion, wi do the wak and the strucoura is not trended or offend for sae (Sec 7044, eusirhess and Professions Coda The Contractors' Stale License Law does not appy b an Owner d property who braids or improves the om and who does the vkook soldwitnself hin o or through his or her own arnployees, provided that the improvements are not intended or oltered for salt. tt. however. the bmi ft or inprovennent a (, ovrther d year d completion, the owner will have the burden d proving that he or she did not build or improve for the purpose d sae.). Stale License pvpert ,him exclusively O011 ac&V with licensed `°f sclort 10 t" PuJW (U es 70". Business and Professions Code: The Contactors• appy ban owner Of property who builds or improves bdaa>, and who contracts for the projects with s cor*acto(s) licensed pheSuant b the Contractors• State License Law.). U I am exempt under Sec . BA P.C. IaJdirreaso n Dab q bod CL 1 hereby alum under penalty d perjkry one d the WORKERS' COMPENSATION DECLARATION _ 1 have and will maintain a certiicata of corumd b selfirore for workers' conpensalim as provided for by Section 3700 of the Labor Code. for the perfomunce of the work for "I dd INS Poo.. is issued. _ 1 have will maintain wo mV cop i�� roQ�d by Section 3700 d the Labor Code. for the perfommance d the walk for which this perp k Carrier MY wokers' ea npensation insurance eartier and policy number are: —PWcy Number 1 certify til, in ba Perorhanrx d the work for which this pertM is icwed. I chat not empty any person in any manic to as to become subject to the wwkaW Conbffly a wkh yfa ma California. and thst� if 1 sthould become subject to the vwrkers' conPehsation provisions of Sectitheseon 3700 d the Labor Code. l that Date olavlAppieaeN 6 WARNING: FAILURE TO SECURE WORKERS,T10N COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED TftOUSANp 100.000). IN ADDITION TO THE COST OF COMPENSATION. DAMAGES AS PROVIDED FOR IN SECTION 3705 OF THE LABOR CODE. INTEREST. AND ATTORNEYS FEES. . 1 hereby affirm under CONSTRUCTION LENDING AGENCY Idly d Deju!y bat there is a const action lending agency 'or the Performance d the work for which this Pen. is issued (Sec 3097. Civ. C.). Lendefs Naemie Lender's Address IMPORTANT Application is APPLICANT ACKNOWLEDGEMENT 1. Each person upon vmjase banal tlhis�� d Building and Safety for a permit Subject b the conditions and restrictions sat forth on this application, Issued as a t cult of bis aPPkation. the owner.the isnd made. each Person at whose request and for whose benefit wok is pemtortmmed under or pursuant b any pemhit athe apPk&K each agrees b. and shat. defend. indemnify and hold harmless the City d La Ouirwa, ks 2 offihcers, agents and employees for any act or omission related to the work being Performed under Or following Issuance d Sus pennlL cemtion d k Any Pam* Iss LoadSur lice ad will a�� becomes nut and void M work knot commenced within 160 dgys from date d issuance d Such Pa ., or 1 oetiy tial I have read this Yss++*d per.. b cancellation. construction, and hereby authorize representatives d this and Stale VIM the above Sokdon ter is e�rreei I agree b comply with at city and county ordinances and state laws rotating b bkidirp county b eller n tno-a6ove4rnenbomned prop�Iorspection purposes Date 70 (Applicant (APPq a Agent): Page 2 Application Number . . . . . 04-00003658' Date 4/23/04 Issue Date . . . . Valuation . . . . 0 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 PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED-. BBQ & GAZEBO BY SEPARATE PERMIT Fee summary Charged Paid Credited ----------------- ---------- Due ---------- ---------- Permit Fee Total 309.00 .00 .00 ---------- 309.00 Plan Check Total 1.60.05 .00 .00 160.05 Grand Total 469.05 .00 .00 .469.05 — I -- f5oo ��•' _ SURC/IARGE _ ,� ph � SAMPLE CAI -C- — �- - - - - T_7- cAc,. P2o4. C7E_E 2E 2 Ecess 0{91 5,7-2.c°z 73-7 L / l7 7 - � h 1 /q / ZC c 1zS zc4 9 �5 > 2G49,e t Z >~ ,302 , '1 2OG� i L� a rt /1-I U" TRI -1 L I,;..1 RAD / A/4 S ,-t, scb,c G \'� c Joao SFr . Mq,C 3e Q7: .333 .,. It, N . j� I fi PCo pePTu X R S',gFE MOM S1 -112C`-% l --?:::70L R=S/l„(/ TOTAL 4?�J pI 57Z /Ij/�, T ' 41 To 6cl �• 1( � m Nom. Q' t- '3,5 . �'3e 6 ----- 1 - 3 c C� / 2 61 3 ` /5Q 2,4 19-1 d3! /028 4 7' 3 ` 1-71.7 ;?.SO -7-3-7 /9, 2 2649 3�� 29Oa r 8' 3 ` t8 ! 2.4 11QG �._/O7-E 77997- FTG DEP7V f2E0UCES 92M oF' F gl-JD 12c$U47'$ /// S',gFE OE51G,L/ 7'kR7" PP-OUIOES 3::�... a. C•04/D/7-101-1 -,•9[.c FACiorS G::�4J510EeEp, 12 _'T a f� w SU POR %?OLX, 1324 o,c./ �c1.vD I0 ' 3L a" !� t pc tz�,�!• Seo PE� s�E nE r 1 �[ ✓l I _ = '� ,j�bN A 13 iY1 ` 1 J Q,�pFESSr®N •-• - - _ - _ . -- - -- -..: _.. .. _ -.. --t�lg7'10I�:f == - -- --- 0 9 m . S1ce sTD �og -F�a f.2�cv,cJ- Sto,�E /,VClZEASE. /dI5I0E ca�E�- O,v STL. PEA SFC. /•AL DET.9/l. AT"T�9<'N�, sA� civMLp� jJL ,4 C E FTC, 1,U ,c1 A r G 2 O Tz 9 /�" o COi�JP�AGT f iL 1, OF GP�- G.owEQ �oNb i3rr� vppl–, 2 F,�c�-co �ry� PLANS VOID WITHOUT - �2v,E"Tle 6-1/-17 • �;• INK SIGNATURE _ _ • _ - 4 BERNARD C. ADAMS •_rr THESE D"u .CS AS INSTRU-IMS Of SEVICE ARL THE _ , 'C' NO !/ *. I•, rno•ERTT or tNt INwnItR ANO sNAu Not e[ RcrRo a • a [ [ o e r . T [ 7 _- MEO MTNCUT THE CONSENT G 8 C ADAMS C• i v l l [ N G 1 N! t R 1 • 1 1 7 — —_ l - O A a 0[ N C a D v[ C• d l u . 7 t • 7. 1 DETA�I NO — =a=L_ 7w_ __c7, -,,5s IZR D 3::�... a. _-_722rz ' 41 To 6cl �• 1( � �t3o G ✓l I _ = '� ,j�bN A 13 iY1 ` 1 J Q,�pFESSr®N •-• - - _ - _ . -- - -- -..: _.. .. _ -.. --t�lg7'10I�:f == - -- --- 0 9 m . S1ce sTD �og -F�a f.2�cv,cJ- Sto,�E /,VClZEASE. /dI5I0E ca�E�- O,v STL. PEA SFC. /•AL DET.9/l. AT"T�9<'N�, sA� civMLp� jJL ,4 C E FTC, 1,U ,c1 A r G 2 O Tz 9 /�" o COi�JP�AGT f iL 1, OF GP�- G.owEQ �oNb i3rr� vppl–, 2 F,�c�-co �ry� PLANS VOID WITHOUT - �2v,E"Tle 6-1/-17 • �;• INK SIGNATURE _ _ • _ - 4 BERNARD C. ADAMS •_rr THESE D"u .CS AS INSTRU-IMS Of SEVICE ARL THE _ , 'C' NO !/ *. I•, rno•ERTT or tNt INwnItR ANO sNAu Not e[ RcrRo a • a [ [ o e r . T [ 7 _- MEO MTNCUT THE CONSENT G 8 C ADAMS C• i v l l [ N G 1 N! t R 1 • 1 1 7 — —_ l - O A a 0[ N C a D v[ C• d l u . 7 t • 7. 1 DETA�I NO — To 2,�'- rap X POOZ LVA ! i G�3G STS! � I �• 'I i� t I }}rYYt} 7-0 -7'` 1,0 OA, -4 wAGL 15,elq� -R Lr 7-0 f � 4 • ', �-„r-.__�..�._.. � e 1 3 i i � � � � els 0 -�7 4 « _ b "4 CESs � Exp 12-31-2004 o F N USE 8 LIMITATIONS c 11/1/93 REVISED 6/20/95 '2/11/03S STRUCTURAL PLAN IS PROVIDED AS AN INSTRUMENT OF SERVICE, and IS THE PROPERTY OF THE ^ ry id-r2 INEER NO PART MAY BE REPRODUCED WITHOUT WRITTEN CONSENT of B C ADAMS or Pool Plans . PLANS ARE VOID WITHOUT YM XXXW I,WATURBAP ENGINEER OR REPRESENTATIVES OF LUS 1t1C ISSUED THIS STANDARD STRUCTURAL PLAN TO� �I � OWNER OR CONTRACTOR FOR CONSTRUCTION, ACCORDING TO APPLICABLE CONDITIONS, AND MAY NOT I �O`(E I/� X 3/z PoL,`•(F,PAtj, (bU►-, MKE REVIEWED SOILS REPORTS OR INSPECTED THE SITE AND ARE RELYING ON THE OWNER AND OR \ - '�Hpve -rOP W DTRACTOR TO VERIFY THE ADEQUACY OF THE SITE, AND APPLICABLE CONDITIONS MASTjG /.6L��.1.G P�23 THE OWNBR'S RESPONSZBILiTY TO D•" +1 i• , -�nue.sr� �S 7713 ZN BITS DRAINAGE ILIT Y TO AND PREVENT NATER ENTERING SUBSURFACE SOILS, AND LJA"1't;A� Pr•""4-11 v001" f ' ---- 1.•�vL� L 'f0P ePF4 PONDING NATER 4 ®rl C GIC Std W �- j' _ `o. ..2#h 3 vP- bells., = PoAL• ' WSSFP GUNITS CONTINUOUSLY MOIST FOR T4 HOURS AND DAMP FOR 14 DAYS{-_��jSE PLANS ARE PREPARED FOR USE ON SITES THAT ARE STABLE, PROPERLY COMPACTED FILL OR yd r a n• r n" N� F-1 �Y +I vr'' ,SSE URAL UNDISTURBED SOIL WITH A BEARING CAPACITY OF 1,000 P S F 3 Z LDryL bL.GL.•�S POOL STRUCTURAL DESIGN INCLUDES ACTIVE SOIL PRESSURES OF. ;,'z�� - aLnu ` dIa30 - P C F (LOW) EXPANSION INDEX 0 TO 16 . USE SCHEDULE V - •� < ^ h, a4~• • r ° M t.�12- r JL /4rp�')J 3y , M I l t-ID Z••_' ( C b 45 - P C F (MEDIUN) EXPANSION' INDEX 17 TO 70 . USE SCHEDULE a a - c 55 - P C F (NIGH) EXPANSION INDEX 71 TO 130. USE SCHEDULE 3 ` _w— _ a ' I P • w "��••'•� P%�/o1m"6 `' 6 SITES WITH EXPANSIVE INDEX'S OVER 130 (CRITICALLY EXPANSIVE SOILS) REQUIRE SPECIAL �� ZI O L , ••� �1� Y CONSIDERATION / ENGINEERING, (see NOTE A.8) A A r� , 1 a) IN LOS ANGELES COUNTY SCHEDULE 2 OR 3 IS TO BE USED UNLESS SOIL OR DESIGN ENGINEER 1 3 }J,� ` )° I� ZW REPORT RECOMMENDS OTHERWISE to i OrriC,OAl. b) FOR POOL SITES IN SAN DIEGO COUNTY THAT ARE NOT IN UNDISTURBED SOIL, SUBMIT SPECIFIC Fc'Ui�.Tti R�►•I� Le�A'T14� �Ljrsj pp�A,l� OI•+I Patti D�TNt�� SOIL REPORT WITH PLANS TO SAN DIEGO BUILDING DEPARTMENT a • I ` _ 't 7 EXPANSIVE SOILS AND HILLSIDE SITES HAVE THE POTENTIAL FOR INSTABILITY AND MAY ES SUBJECT TO v .'A "K�AN51��► ':�7�It►S, - 4TO►Nr% 5iP4r(( r-rI0 .• , •n yrlf S�ts�'+e►../ /i2r! � ��I G CREEP AND SETTLEMENT IF EXCESSIVE WATER IS ALLOWED TO ENTER SOIL SUBSURFACE SOILS -rT-•- _ �+ ^rY'�� V I �'1_' r'Tr �'1 B ON HILLSIDE SITES OR SITES THAT HAVE THE POTENTIAL FOR INSTABILITY, Pool Plans Inc " C , 3 # a �►� �.i�f Ste) Rl r RECOMMENDS THE OWNER OBTAIN A SOILS REPORT OR CONSULT WITH A GEOTECHNICAL ENGINEER 5 aIL ''j y •� _ _it Ism 44 0-81 1 0i 0 9 IF SITE OR SURCHARGE CONDITIONS EXIST THAT ARE NOT COVERED BY THIS STANDARD STRUCTURAL = . / 1r' �7 PLAN, (POOL W TOE of UP SLOPE etc ) IT IS THE CONTRACTORS & OWNERS RESPONSIBILITY TO OBTAIN in '� 4N -- - -- -� ---- -- - --- ADDITIONAL ENGINEERING OR SURCHARGE DETAILS, from Pool Plans IncPLAsTt� �I►�L.�'t ( �{- s� 3 Hoa.iZ, 10 PROVIDE FULLY DIMENSIONED PLOT PLAN, SHOWING, DISTANCES TO PROPERTY LINE, WALLS, POOL, MIN �y, ,�.��.■..�.s BARRIERS, SLOPES, MAIN AND ACCESSORY STRUCTURES, POOL EQUIPMENT, AND POWER LINES OR DROPS + CIRCLE APPLICABLE DETAILS ON THIS STRUCTURAL PLAN r�Pl ' ■ ���T �"r L s�41'�DL11.-BS Q » " Gvrl�f7 SE/°cr' r��p B- esal-iD btArj Y Z . 97 ,UPC. USPC, NEC Article seo, 2000 zfic, 2001 CBC, 2001 USPS as adopted and any local + `'�iLli�l'r�� � PSI. DE51C,1•) PER t•G � VBP-T. STEI�'L K70WCR:• �Zh Ib.i�'O 6CA��, 51��' 'ia�• ordnances adopted or attached LA County attachment "A" and barriers per Ord 950039 & V�0.T S'PEEL• 5F-r- -. M0,DULf PEP.A-7Tf- A T rT p`pl L.JALI.�%LL Mi�fcN kyAC.iL 4�e 960017 1 Ai 1 THE POOL / EQUIPMENT, AND LOCATION MUST COMPLY WITH THESE CODES, LOCAL ZONING ORDINANCES and po4�l. LL 3P 2N' NoP�I�, ?GEL iM.3GIZsC�. PSL• I+JA.4j. -� �OpII�Ni• the ANSI/NSPI American National Standard for geometry C e- 2. i� i►tl 4! °Sc +j4 o,G. WMFsI °T "�)I:ElaSld' 2. THIS STRUCTURAL PLAN IS NOT INTENDED TO BE USED FOR NON-STRUCTURAL PERMITS, PLUMBING, ELECTRICAL, FENCING etc ©I� I r/ 1 /`•��/' �% • /�/ _� 3 P •- �f �'^*'T 3 PUBLIC POOLS REQUIRE, COUNTY HEALTH AND BUILDING DEPT APPROVAL, AND PROVIDE DISABLED �/s 1 C•••� �••r `» VS•/ a�� AMERICANS ACCESS TO THE POOL AND POOL AREA PER ADA & CCR T-24-2-6 C STRUCTURAL P�TIv - 1 24i l': RUST i►JGI�•j�sES bollD P- 5'tllzto SG1tE�D ` 1 CEMENT SHALL CONFORM TO U B C VOL 3 AND ASTM C-150-85a AND C-595-86 ISO S-r MAS 2 GUNITE / SHOTCRETE TO CONFORM TO UBC Sec 1922 r Zrj��O X /GLF„AI�OLIT �TrGIY I�EQA, 1L- a) PROPORTIONS OF CEMENT TO AGGREGATE IN LOOSE DRY VOLUMES SHALL BE NOT LESS THAN 1 TO 4 5, 8- �A4ilf L.J,DJJ•- " `LR ACCURATELY MEASURED 28 DAY COMPRESSIVE STRENGTH TO BE 2000 P S I MIN WASHED SAND TO 11 t- LOU•(% » BE USED IN GUNITE SHOTCRETE MAXIMUM AGGREGATE SIZE 3/4" INCHES IN DIAMETER Z a a - L �QUI��y I AI, AAr /Ia� 4N' E SCA1G� r ��'•i } , -f b) CURING DURING THE CURING PERIODS, SHOTCRETE TEMPERATURE SHALL BE MAINTAINED ABOVE 40% Z 49 Z 4AL V. A 15 e. i t ,_ - i r�L 'E rl yU ,��� 1I v �'�-``°�•• I f, AND MOIST INITIAL CURING AND IN SECTIONS THICKER THAN 12" SHOTCRETE SHALL BE KEPT z M1 : ®• MI 1 0� ly-� - ri "`� CONTINUOUSLY MOIST FOR 24 HOURS FINAL CURING SHALL CONSIST OF A FOG SPRAY OR AN APPROVED _ T� +�/ MOISTURE-RETAINING COVER OR MEMBRANE FOR SEVEN DAYS AFTER SHOTCRETING �, �I`tv •'r0:, O� '-• Y' ` i c) STRUCTURAL SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS &PLACING ,`` I = z _ OF ALL SHOTCRETE WORK NOT FULLY SUPPORTED ON EARTH LjFW L rm W:iO"p APD 2" I 3 X S-� s a r -Mil-{, "4(-a" eo►-1t71►•lf� rr- � V� + SPECIAL INSPECTION MAY BE REQUIRED IN SOME JURISDICTIONS, AND THOSE LISTED BELOW WITH AN ��• i ;•` 1 jA V a 8v' L•ID �'�P 3 REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GR 40 AND LATEST PROVISIONS WITH j OR I1eil,LUL I°�E'I-tD C1W�'•5 L11•�D "�. E _ _ _ C DEFORMATIONS MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2-1/2" INCHES $� '•� , 4�-• •�*_� _ _ v Il�GiG, s'rt �G F 4 CONCRETE THAT WILL BE EXPOSED TO SOIL CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 28 C••' - ____—_ _ _ _----'--- ---- - - '- SHALL BE MADE WITH TYPE V CEMENT - -_ --- --_ _._ s - i �� - - -_ - _ _ - •� _ 5 INTERIOR SURFACE OF POOL TO BE COATED WITH WHITF SILICA WATER PROOF PLASTER FP4wCn ,W-fO (I 11 6 IN HIGH WATER TABLE AREAS, A HYDROSTATIC RELIEF VALVE SHALL BE PROVIDED �r�"w rvV�t�� �p "� A�� Z" � 3 NC�QS�_ r A' x zY41 r t;) fivrl , F-- ArrP v�p 6KIHM0%. 2 4P.I�. Lam-- so rf� ,, f e� av" 4u I-ra +PlA114.0A � TYP, sMPAJ ^^-110 4 ANP a r ,PPF0VV-0 G0I40U AWP D DECKING 0 hA1P tiVa P Doti Qav ;15&) orf %.GUAt.I$Glo. woo, P -r�.CP 3 MII�. - Y" p WIa,G '(� PAIJSIOIIf mo.igre-P� 1 PROVIDE ADSQUATE YARD DRAINAGE KEEP WATER FROM POMDING IN YARD or ENTERING / SATURATING -�. - (p,,R1• DE PiM SUBSVIFACS SOILS OR DECK HEAVING OR DISTRESS MAY OCCUR oP� - - EKPAI�bIr� 'f/It•1�(' r. 3p� r)Irt t U.PL. 3 I� t VFJ-i• e 2 DECKS ON EXPANSIVE SOIL MAY BE SUBJECT TO HEAVING THAT MAY NOT BE CONTROLLED BY THE GAS `per p y,f,ptij•1p SKIMMGII ,sir.' 1ADI✓ � NI�ME 3 THE FOLLOWING METHODS ARE BELIEVED TO REDUCE DECK HEAVING and DISTRESS rW'1 / fR�l' WALL rump i •, 61!-PQM lv � 'PH • c, SNWFA-, �,I rrRdVC0 U*RTFIKNNIE a) PRE-SATURATION OF SOIL & NO SATURATION OF SUBSURFACE SOILS AFTER POURING 1 � W ,"L+ 0 b) PERIMETER FOOTINGS AT DECK _ -r7 •I P c NON EXPANSIVE BASE UNDER DECK _ , •mdr�� �"'„■'� , VG d) CEMENTED PIPE JOINTS IN ALL DRAIN PIPING ��� �� �L �. e) GOOD DRAINAGE OF YARD TO PREVENT WATER PONDING OR SATURATING SOIL ..... -..-,+ _ «•- �p tt f) MAINTENANCE OF DRAINAGE FACILITIES AND POOL PLUMBING 3*• .'j G�TOP Zt'.•� 2 --�-� , ' V'p�l ` I r,. -�� �TOII�K i g) PROVIDE PROPER EXPANSION JOINTS AND SEPARATIONS AT POOL SHELL, DECK, STEPS HOUSE AND _ e--rvP #SE-GIo� Nokla.*-- _ - FOUNDATIONS OF WALLS AND OTHER RIGID STRUCTURES _ -_ • ��'�___ w,�. --_ -- L �• _ E ENERGY T-24, PART 6, ARTICLE 1 SEC 1-5318(c) of the CCR '-�'Ci IL otr 6 X _ P f — E- No PWMI�IN6( —� Ts O GpP11ICs SEO.'i•/baHo �M, a�' SPAT" baNp 6 FOR OUTDOOR POOLS (NOT indoor or spas) WITH HEATING SYSTEMS, PROVIDE ,<�''j' \3� r ® ( rl�d s 1. A PERMANENT WEATHERPROOF PLATE OR CARD THAT PROVIDES INSTRUCTIONS FOR THE ENERGY EFFICIENT t I OPERATION OF THE POOL AND WATER WITH A POOL COVER �1I fj L ��• I••I�N' ® T ___ _- I �I-,-47- 2 7- 2 A 36 INCH MIN LENGTH OF PIPE BETWEEN THE FILTER AND THE GAS, DIESEL, OR ELECTRIC HEATER, - - # .3 C Zn v,e- x FOR THE POSSIBLE FUTURE ADDITION OF SOLAR HEATING EQUIPMENT N �`7 V - #3 G t?0 ! sff, 'OPf'IoNAL � - •r i 12-6 �• •R 3 POOLS MUST ALSO BE EQUIPPED WITH A POOL COVER, MANUFACTURED AS A POOL COVER LL '( •� G I off _ II I SCS 1. �� S �T' LIL E/ U ��/`���'•�'�� 4 TIME CLOCKS MUST BE INSTALLED ON THE POOL CIRCULATION PUMP SO THAT THE PUMP CAN BE SET TO i1 (, G QG, �'-^,• 13CC W 4' I RUN 2N THE OFF-PEAR ELECTRIC DEMAND PERIOD (UNLESS REQUIRED TO OPERATE AN ACTIVE SOLAR POOL ; a r N tbri�srt t_ _ ` 6 L ,55E _-�II`'OR''I�''- HEATING SYSTEM) OR FOR THE MINIMUM TIME REQVIRED TO MAINTAIN THE WATER IN CLEAR AND M • ©Q'� ' `/��P� ,$�L, ��a �" v� L.• �L C' SANITARY CONDITIONS 2 -- 5 PROVIDE DIRECTIONAL INLETS WHICH ADEQUATELY MIX THE POOL WATER TO PREVENT STRATIFICATION OF `` , '�' a ==z�i��DUt�E�►• Q r• �TCV/V�UG� THE HEATED SUPPLY WATER AND THE COLDER EXISTING WATER rt = - ' 0 Q•� d V 6 HEATERS TO HAVE A THERMAL EFFICIENCY OF AT LEAST 78% WHEN TESTED PER ANSI STD 7 AN EASILY r ` ACCESSIBLE ON/OFF SWITCH MOUNTED ON THE OUTSIDE OF THE HEATER THAT TURNS THE HEATER ON AND ~ OFF WITHOUT THE NEED TO RE-LIGHT THE PILOT LIGHT OR CHANGE THE THERMOSTAT SETTING z� M10. L,FPSfi- .FZ s0 SG}1EOULE/S d F. FENCES (BARRIERS) Per CODE or local ordnances attached (LA County 950039 & 960017) 1 O PO L I`? SITS""' ? �' 3 �'�� 9 3 Ll _ ti 3 13 0 N 1 All SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A (BARRIER) FENCE, WALL, BUILDING WALL O APPP.t�l�O A►•I•VvMW OR A COMBINATION THEREOF, WHICH COMPLETELY SURROUNDS THE POOL AND OBSTRUCTS ACCESS TO IT >sL�ivt•1 G��E� ! ���L� a SQUARE OFF BASE q , aF•' �y"c&n S/i. 1'lll�. 2 THE BARRIER SHALL BE LOCATED MORE THAN 4-1/2 FEET FROM A UP SLOPE OR STAIR 0 I` IF ENTIRE RADIUS L-° 3 THE TOP OF THE BARRIER SHALL BE AT LEAST 60" INCHES ABOVE GRADE MEASURED ON THE SIDE OF THE O SPA F:L'.ID'� IN 'SOIL• N?� i�dV' L. IS NOT IN NATURAL_.- 'f`r BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL GRADE OR APPROVED FILL A �% �J 1�����r/►�� P , 4 THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE (EARTH) AND THE BOTTOM OF THE BARRIER SHALL BE RA *eQ„�P �i}> �'� '.s�” �� U 1 OO �� 2 INCHES MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL s 1 P' 5 OPENINGS IN A BARRIER SHALL NOT ALLOW PASSAGE OF A 1 3/4 INCH DIAMETER SPHERE OPENINGS IN A BARRIER SHALL NOT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE THE BARRIER • " s^ Ivl-Ga'�HiiLX . SZ IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE � / _ � r - - HORIZONTAL MEMBERS IS 45 INCHES OR MORE or ON THE POOL SIDE of the barrier GM r u P SLv�� �7'I�'0.`1 Brc 1 SCHEDULES 45-PCF 30 PCF DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SHALL BE NO MORE THAN 1-3/4 INCHES IN WIDTH 10 ,n" MII•I•ifj or'r K"!( eO g p�D ( +p f••I 2„ ,- FREESTANDING 62.4 55 P.C.F. 4 NO DECK SCH. 62.4 P.C.F. 3 RADIUS SCHEDULE EXPANSI Z NON-EXP 6 ANY DECORATIVE DESIGN WORK ON THE SIDE AWAY FROM THE POOL SUCH AS PROTRUSIONS, CUTOUTS Ti-5I OR INDENTATIONS WHICH RENDER THE BARRIER CLIMEABLE, IS PROHIBITED _ H L d 1 -d 2 T-'4 STL oc 7 CHAIN LINK FENCES SHALL BE 11 Ga with 1 1/4" galv posts 10 feet max 0 C H L T3 #STL.oc D R D H - T2 #-STL. oc TI- #STL. oc 8 SOLID BARRIERS WHICH DO NOT HAVE OPENINGS, SUCH AS MASONRY OR STONE WALLS, SHALL NOT _ _ -- --- --- - - --- - - _ CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR TOOLED MAS JOINTS ( _ _ _ _ q,O� ' i _�_ ,.__ --- 3'-6" 2 -4" 3" 3•' 6" 3 @ 6" 3- 6" 2 -4" b" N'3 @ 6" 3 -6" 3'-6" 3'-9" .b"r #3 @ 12" 6".� 113 ! 12" 9 ACCESS GATES SHALL COMPLY WITH THE REQUIREMENTS OF ITEMS F 1-7 AND SHALL BE EQUIPPED TO r r V I '' ACCOMMODATE A LOCKING DEVICE PEDESTRIAN-ACCESS GATES SHALL OPEN OUT AWAY FROM THE POOL 7 a ' �� 1 Q Ipr ►{_ LIy 1O �� 4'-O" 2 -8" _ / ,� 4"-O" 3'-3" 4- 0" 1•-O" �'-O" 4'-3" AND SHALL BE SELF CLOSING AND SELF LATCHING SELF-LATCHING DEVICE WHERE THE RELEASE _-- ,,,�___I(((... `C�'F •�j ,� MECHANISM OF THE SELF-LATCHING DEVICE IS LOCATED LESS THAN 54 INCHES FROM THE BOTTOM OF THE + �I...� i i AL"� 5}�PE ,J„J 4'- b" 3'-0" 4.5" 4" ' B.5" 4'- 6" 3'- b" 7" 4'- 6" 4 = 6" 4'- 9" 7" N 3 @ 6" GATE, (1) THE RELEASE MECHANISM SHALL BE LOCATED ON THE POOL SIDE OF THE GATE AT LEAST 3 �I ' INCHES BELOW THE TOP OF THE GATE AND (2) THE GATE AND BARRIER SHALL HAVE NO OPENING GREATER S I. ,✓` O • �-�- 5 - O" 3 - 4" 5 - O" 4'- O" 5'- O" 1'�•- 6" 5 - 3" 7. S N'3 @ 6" THAN 1/2 INCH WITHIN 18 INCHES OF THE RELEASE MECHANISM GATES OTHER THAN PEDESTRIAN aG� I•f I� ACCESS GATES SHALL be equipped with lockable hard-ware such as padlocks I� x51 IS Loa � 0"'O 111 1=1�� a O.�jFi use 5'-6" 3'- B" ; 5" � HOT PERMITTED Garage doors, driveway gates & doors over 4 feet wide, except sliding glass I ¢ 5 = b" 4 � 5" 5'- 6" 2 _ O" 5'- 6" 5'- 9" 8-" 6.3 10 WHERE A WALL OF THE DWELLING SERVES AS PART OF THE BARRIER, AND CONTAINS DOOR OPENINGS WITH ' "w %'�� _ � (� 1r"3a'IZ+'� moiW IF "X" IS , DIRECT ACCESS TO THE POOL A 48 INCH HIGH BARRIER SHALL BE PROVIDED meeting the requirements , Z , I " ��R1 6'-O" 4'- O" •5" 3 @ 3" 6'-O" 4'- 10 Ik3 @ 3" 6'- O" 2'- b" 61-0" 6'- 3" 8.3. 7" Z. IF XS �1 vw LEbs � ' , of F 1 • F 7 I 6'-6" 4 -4" 4" ' 9• 6'-6" 5'-4" 8" 6•-6" 3•-0" 6-6•, 6•-91• • 9" Is L.I�ss�ta,t.� la•J }}vRl�. s�L - Exception When approved by the building official, one of the following may be used A .,1 I p _ 1 Self-closing and self latching devices on all doors with access to the pool with the 9ovim SUR RAE -- 1%�IH P ISI �i I.dL-� 1 I dlW POO(. 7'-O" 4=8" 6" 5" 10" 7=O" S'�8" _ 9" 7'-O" 3=6" 7'-0" 7'-3" release mechanism located at 54 inches above the floor 5EE5 PR.�VI t#•rPI�,DSrA?1L p,LLIi�F YAWL I� + 2 A alarm be installed on all doors with access to the pool The alarm shall sound Q -O" 5 -4" b" 12" 4 @ 3" 8'-0" 6'-5" 10 #4 @ 3" 7'-76" 4'�0" 7'-9" 9 -0" 10" M 3 @ 3" 1 continuously for a minimum of 30 seconds within seven seconds after the door / its WrM HWO wMVk-rA„��L , 1 screen, are opened, and be capable of providing a sound level of no less than 85 dBA 9'-O" 6--O" 7.5" 7' 14.5 9'-0" 7 3•' 11" 8'-0" 4=6" B'-9" 9''»O" 1<1" B" #3 @ 3'• when measured indoors at 10 feet. The alarm shall automatically reset under all conditions The alarm shall be equipped with a manual means, such as a switch, to 10'-0" 6'-B" 9.25'8.25 17..5 10'-0" 8'-0" 12.5 8'-b" 5'-0" 9'-9" 10'-0" 12" 9" temporarily deactivate the alarm for a single opening Such de-activation shall last in longer than 15 seconds The deactivation switch shall be located at least 54 � inches above the threshold t>c4MA►1 3 Other means of protection may be acceptable if approved .�rL�AofihmS R E I N F O R C I N S SCHEDULES Ci G ELECTRICAL N s c ARTICLE 680 (LATEST EDITION). """" HUILDINO SIIRCA7IR(3E ■X" s 3' )KiN. 5 JC' NOTES 1 ALL METAL PARTS OF THE SHELL, WET NICHES ETC AND ALL METAL WITHIN 5' OF THE POOL SHALL BE APPROVID !Y APPROVED STD. ?LAN # - BONDED TOGETHER AND GROUNDED , S-I HORIZ. STEEL TO HE 9" o. c. WHEN ANY "T" EXCEEDS 10" ' 2 POOL & SPA LIGHTS, OUTLETS, "J" BOXES etc TO BE G F I C PROTECTED I 8 to 3 4' S' 6' 7' 8' 9' . w „ " e c-. " " T " 12" leci ESS// 3 PROVIDE A OUTLET NO CLOSER THAN 10' AND NO MORE THAN 15' FROM POOL WATER CONTRA COSTA CO 9400 3 ■ ■ ■ ■ ■ ■ ■ $-12 RAISED BOND BEAMS R.B.H. + D �•H ` 'q 4 ELECTRICAL INSPECTION FOR BONDING IS REQUIRED PRIOR TO APPROVAL FOR GUNITE KERN CO , 140 45 PCF+ T 7 8.5 9 11 13 14 15 Fy LOS ANGELES CO 26080 2 STORY (ADD 3" FOR WATER LINE IF EXACT WATER DEPTH IS DESIRED) � H SAFETY GLAZING ONTARIO + note C,2 c 4-99 DEC STL N'3 0 6" • 4 • 31 1 Safety Glazing per UBC 2406 is required is walla and fences used as the barrier for indoor ORANGE COUNTY 94-003 30 PC1�+ " S-III USE OF THIS PLAN FOR CONSTRUCTION IS ACKNOWLEDGMENT THE C0 BERNARD C. ' y g P e-11y-w 1 STORY T5 7• 8• 10• ll' 1 13• 14" and outdoor swimming pools and spas when the bottom edge of the glazing is less than 60 SIM( VALLEY BUILDER HAS READ AND UNDERSTANDS THE NOTES AND HAS OR WILL CD I inches above the pool side of the glazing, and the glazing is within 5 feet of a swimming SAN BERNARDINO CO.�jZDo�ipbi2 MAKE THE OWNER AWARE OF THE OWNERS RESPONSIBILITY. LU rn pool or spa water's edge SAN DIEGO MASTER PLAN #100 ,, /fes" SAN DIEGO CO. . . 100 V 0183 ' t EXP 12-31-2004 the arew4aa Pian �Q ' BERNARD C ADAMS • _� _ ,� _ _ � CIVIL � THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE ___.__. - _ _ _ __ __ _ _ 1 1 O 2 2 , ACACIA PKW SUITE E9 lgT�QF �FOQ�\ --PROPPERTY OF THE ENGINEER AND SHALL NOT BE REFRO ---------- ------ . GARDEN GROVE CA 92840-5108 v w J v v CAL I ,,,-DUCED WITHOUT THE CONSENT OF B. C. ADAMS­ -__ _ _ __ __ _ _ _ ___ __ _ _ _ 714-636-0294 FAX 534 494 PLANS VOID WITHOUT INK SIGNAT R ff alnr,Baaq"saP�4l ^_ _6004p -