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13-1129 (RPL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001129 Property Address: 49145 RIO ARENOSO APN:' 646-330-004- - - Application description: POOL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 20000 T4tyl VOICE (760) 777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Applicant: Architect or Engineer: . da4 40z� . ------------------ 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 Professionals Code, and my License is in full force and effect. License ass C36 C53 License No.: 618116 Date: T Contractor: Otstructure, DER DECLARATION I hereby a firm under penalty of perjury that I a the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and oe: Any city or county that requires a permit to construct, alter, improve, demolish, or repair nyior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant totheprovisions 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 ($5001.: (_) 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 ISec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Date: 9/09/13 Owner: MARJORIE HOWERTON 49145 RIO ARENOSO LA QUINTA, CA 92253 ( Contractor: LEAK DETECTORS err 0 (� 2013 P.O. BOX 727 v• - T. THOUSAND PALMS, CA 92276 (760) 773-9070 CITY OF LA QUINTA Lic. No.: 618116 FINANCE DEP ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. e and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier SECURITY NATL' Policy Number SWC1025162 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, d agree that, if I should become subject to the workers' compensation provisions of Section 700 of the Labor Code I shall rthwith comply with those provisions. (Dat p licant: W NI FAILURE TO SECURE WORKERS' SA N COVERAGE IS UNLAWFUL, AND SHALL SUBJE AN EMPLOYER TO CRIMINAL PENALTIES CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE CO OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTER AND ATTORNEY'S FEES. 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, indemnity 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 cou y inances and state laws relating to building construction, and hereby authorize representatives of this cou y t enter upon the above-mentioned. y o inspection p rposes. Date: - Signature (Applicant or Ager T T Application Number . . . . . 13-00001129 Permit . . . POOL 2013 Additional desc . Permit Fee . . . . 178.75 Plan Check Fee .00 Issue Date . . . . Valuation 0 Expiration Date 3/08/14 Qty Unit'Charge Per Extension 1.00 178.7500 EA MISC POOL/SPA 178.75 -----------------------------------7---------------------------------------- Special Notes and Comments POOL REMODEL - REMODEL EXISTING POOL, MAKE POOL SMALLER PER PLANS, EQUIPMENT IS EXISTING. 2010 CALIFORNIA BUILDING CODES. -----------------=---------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, POOL 97.24 Fee summary Charged Paid Credited ---------------------------------------- Due ----------------- Permit Fee Total 178.75 .00 .00 178.75 Plan Check Total .00 .00 .00 .00 Other.Fee Total 98.24 .00' .00 98.24 Grand Total 276.99 .00 :00 276.99 LQPERMIT Bin # City of La Quinta Building &r Safety Division P:O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 1-Y17i Project Address: 5 I 0 % Owner's Name: Maeorle. A. P. Number: Address: g q I N p oo Legal Description: City, ST, Zip: 4 QU1n 01 2253 Contractor: Telephone: ') Address: ?A Project Description: City, ST, Zip: }P' AI lti1 CGI Demo Telephone _ d � 0 >f< ;<::<::<:;:::<>;» ;:::s;::f;'%::<#s: 1i� I Qr. 06V StateLic.#: City Lie.#: 5pwlle,/- Rw Pt6D-N L Arch., Engr., Designer: �,Ai±M65 W sn to Address:�� IW. (AJCv City., ST, Zip: yok M D&r+- CA 12211 is rA* 9QW PmeN 1 Telephone — Construction Type: Occupancy: State Lie. #: Add'n Alter Repair Demo a circle one : N w Name of Contact Person: rn 2� �� (� Sq. Ft.: # Stories: # Units: Telephone # of Contact Person. 0 — Estimated Value of Project 0 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for correctio issu Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. Ii.O.A. Approval Plans resubmitted Grading IN ROUSE:- 3' Review, ready for corrections(ssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue Schodl Fees LA QUIN SAFETY DE T. Total Permit Fees r-%r'r- NU V tU • FOR CONSTRUCTION DA .-_____.BY Thank you m advance and -if you .have any quests please do not hesitate to dl me at the on-site office (760) 77748807. . Sinoerdy, Nena T. Riitherfonf7MilwR4 CCAM®,'CMCN ; AMSO, PCAM Association General Manager 760-777-8807 - fax 760-7 7-8961- Rmthafora_ inteme _ 6m . �w �jgma com EO. BOX 6419 - LA QUINTA, CA 92248-6419. 760-777-8807 - FAX 760-777=8961 1 i f , �..,a..exw+.,..,•,w.A..a�rox a...w wanwa.urw..w«. ...waw, -"", .uo+n . **"�"'?' , �f""' L•�..,_„:_,.. ...�...,.......,. ,ow.� , i G HJ 4 ttoa 1 44 (De" k - _ L .' + �. rQ �, . ,t 1 i • :_1 _ r El w I � � I 1 j @ I i i Fi _QQ l I -� y �1 nk L � „ $ _ _ i ,. C t� % _ A 1 I i , 1 , r.�,. , /.< r.� g� ( -�-- ?ham F c L I i , --- (Dir - i i I. i { ..... :I _.. I r j i t i ut �{1a 1 a- _.. �. i- ► .. _ I i I L 3 i I 1 I I . _L If Lit � � i T� : 1 TT �I f 4 1 1 t i _ It 1 + vN 1:. I ^.( ovto sees .: _,- � >n� CITY OF LA QUIN WoW � Aom l,i. (._..� BUILDING & SAFETY DEPT. f ��ar�d art . 1 .L 1 , r G4c3� New _ ! .: (' .:.: , t P� a P�. 6 '+a� ► \o ce. (1or e'� (ate �.1, >PROVED FOR coNSTRuc"noN ..... 'i; �17 1000* EXIST, HOUSE GENERAL NOTES MAX. CONC. DECKING APPROVED MASTIC SCHEDULE I -CAST COPING OR BILK, WALL PRE 12" SEALANT 1. THIS STANDARD STRUCTURAL PLAN MUST BE, ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING SCHEDULE "A" 0 FOOTING RADJUS SCHEDULE EXPANSION JOINT rnKir X CONC. DECK nni Akfn/nD <ZPA C,WAPF= DEPTH AND DISTANCE TO PROPERTY LINES, SLOPES, RETEN71ON .WALL' VERT. VERT. THICKNESS STEEL DEPTH WATER SURFACE SPACING IN, FEET 6" #5 Ol 4 ". 0. C. AT 12" LL_ f 611 #5' DEPTH 6" AT 12" 51 6" #3 2 #3@6" AT 12" #3 VERT. BARS PER SCHED. "A 6" #3 #3'S AT 4 " 0. C. #3'S AT 4 " 0. C. AT 12" #3@4" #3 4 #4@6" AT t2" HORIZ. BARS AT 12 0. C. 8" #3 5' N AT 6" Lu 1 F "X" IS LESS THAN 7'-0", THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WAT'ER #3 6' STOP EXTRA STEEL AT 6" 101, #3 7' 71 AT 4" SCHED-LILE - 3 WALL THICKNESS TO BE #3 81, oil - AT 4" KEEP FROM "i UIN I In Z)UMF 141`� � I . v y 343 BARS 1 0 kin DMAM W/ '7 -*7, QAQ(:Z \1 :�k 4 z ry c\j 1) SLOPE 1/8" TO ��D E �PT H X 3' T 0 5' TYPICAL BOND BEAM STEEL T 0 8'-6"' I-_ 1/4" PER I'-011 11� _j U- #3 AT 3", O.C. WATER SURFACE 4'-0" MIN., #3 AT 3" O.C. #4 AT 3" 0 5'-0" MIN. #3 AT 4" O.C. 4 ". 0. C. 6'-0" MIN. LL_ f < _j DEPTH 6" 51 51 6" #3'S AT 6 " 0. C. u- #3@6" #3 VERT. BARS PER SCHED. "A 7 43'S AT 6" C.C. #3'S AT 4 " 0. C. #3'S AT 4 " 0. C. 81 #3@4" 12" 91� #4@6" 3" CLR� . . . . . . -#3 HORIZ. BARS AT 12 0. C. 10, - #4@4" N THROUGHOUT Lu 1 F "X" IS LESS THAN 7'-0", THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WAT'ER OR AS REQ'D BY CITY SEE DECKING NOTES SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING, STOP EXTRA STEEL U COMPACTED SOIL -GR-#4-BAR -AT 6 " 0. C. -PER TABLE AT LEFT 71 0i, � SCHED-LILE - 3 WALL THICKNESS TO BE VERT. STEEL oil - Lu KEEP FROM SEE SCHEDULE 2 1 IF. u i .. .., 1�'_* I . - - I -LOT PLAN MUST SHOW SURFAur- UNAIN/Alir- F-FIN. GRADE BASINS, STRUCTURES, FENCES AND WALLS WATER SURFACE AWAY FROM POOL. \jz_ 2. REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE SITE AND ARE CLR. 0 1-- z ;0 1/2" X 5" FEL T RELYING ON INFORMATION PROVIDED BY THE, CONTRACTOR OR OWNER TO DETERMINE THE 3_# TYP. B ND #5 VERT. BARS AT 6" O.C. < w > APPLICABILITY OF, THIS STANDARD POOL PLAN FOR THE ACTUAL SITE. BEAM t"._(FOR DEEP END RAMP ONLY) cn COMPA E FOR TYPICAL WALL THICKNESS -DRAINE zo Zo 00� z 0 soil SEE DETAIL 1, 3. THIS IS A GENERIC POOL PLAN, DESIGNED FOR POOL CONSTRUCTION IN POROUS, WELL -#3 HORIZ. BARS AT 12" O.C. -1 - -4. w 45 EXP)ANSION JOINT E RESPONSIBILITY OF THE HOIMEOWNER n NON -EXPANSIVE, COMPACTED OR NATIVE SOIL. IT IS TH -j m 011c�) �, - < uj L 0 PA TED THROUGHOUT = K) Lu uj ALL DECKING ADJACENT TO WALLS OR POOL,. CONTRACTOR TO VERIFY SOILS CONDITIONS PRIOR TO CONSTRUCTION. soil cl) 4� ONE STORY HOUSE, _j 4. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM C) :D OR GARAGE FOUNDATION, 'n/,1 OR PERMANENT STRUCTURES 0 -FILL TRANSITIONS. Lu SHALL, BE SEPARATED BY A 112" DISSIMILAR SOIL CONDITIONS UNDER THE POOL, SUCH AS CUT �0 OR 6 -FT. HIGH, BLOCK WALL <1 _r -EXPANSIVE, u MIN. JIOINT, OF NON 5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN, IT IS 1000 LB/FT MAX. LOAD L n NON-PiOROUS FELT OR SIMILAR MATERIAL. THE RESPONSIBILITY OF THE CONTRACTOR OR THE HOMEOWNER TO OBTAIN APPLICABLE uj SPECIAL ENGINEERING DETAItS PRIOR TO CONSTRUCTION. PLACE ADD'L VERT. STEEL \ ; X IN WALL IN ACCORDANCE SCHEDULE -2 6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN WITI-I (Z(Wf=r)l If P ? u_ CHANGED UNIFORMLY 49 --j #3 AT 12 " 0. C. 11 . . .. . I- A j (i r 0 0 BOTH WAYS co IN POOL BOTTOM, C-51 FOR POOL DEPTH 5 -FT. OR CENTER ALL STEEL #3 AT 6" O.C. VERT. IN GUNITE -j GREATER, ADD #3 VERT. BA S PER BARS IN RADIUS 3 _�W AT LEFT 30 MAX. SCREDUL� VEPT CAL STEEL REQ',1D FOR SURCHARGE LOAD ��D E �PT H X 3' T 0 5' 5' T 0 7' T 0 8'-6"' 3'-0" MIN. #3 AT 4" 0. C. #3 AT 3", O.C. #4 AT 3` 0. C 4'-0" MIN., #3 AT 3" O.C. #4 AT 3" 0 5'-0" MIN. #3 AT 4" O.C. 4 ". 0. C. 6'-0" MIN. #3 AT 4" O.C. #4 AT 4." O,C- A ZiUILO 7. THE STANDARD POOL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON-STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, GAS PIPING, FENCING, AND CONCRETE DECKING. 8. THIS PLAN is NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE FOLLOWING CONDITIONS APPLY PER CBC FIGURE 1808A.7.1 FOR STRUCTURES LOCATED CLOSE TO THE TOP OF SLOPE. EQUALS POOL S ALLUVV UN tr Nu RAMP 10 MIN. 'D' DE OR H/2-. A T ANSITICN (GREATER DIST TYP.'POOL REINFORCEMENT 18" MIN BUILDING SURCHAR E BLANK MEANS NO SPECIAL TH[CKNESS OR REINF. REQUIRED. CONTROLS) TRAN!SITION 0-1 -1-L SPECIAL ENGINEERING REQ'D 12 POOL OR SPA T7 L 12 L VARIES 12 L NOTE: #31 TIES AT TOP #3 VERT. AT 6" O.C. AND BOTTOM VERIFY DIRECTION OF 11 DAM WALL BEVEL W[TH OUTSIDE FACE OF' POOL WALL X -BARS WATER FEATURE INSIDE FACE DESIGNER'S NOTES AND DETAILS. CLR. E D � .1, : CLR. 2' M 11 7- 3" CLP-, OPE IL #3 HORIZ. AT 3" CLR TOP OF SL Lu 12 O.C. (TYPJ 3" CLR X #3 VERT. AT 4" O.C. (TYP.) Ills H A > '5 VERT. AT #3. VERT. AT 6" O.0 #, Ln 6" uj 17- 0 a_ :A OR I H/ OR 4" O.C. (TYP.,7 j 7 -FT. MINIMUM DIST. . TqE" 0 F L -L::. L uj X" TO DAYLIGHT AT Lti HORIZ. AT 1 0. C. x #3'S AT DESCENDING SLOPE <1 (TYP.) 12" O.C. HORIZ. #Z5's AT 12" C111 0. � C. E. W. (TYP.) WIDTH OF KEY #L3'S VERT. AT VERTICAL STEEL: X -BARS INSIDE FACE n (- Tr) IL ..j 0 0 n 21 3' 4' 5' 24" _F3 � _S 6 " 0. C. 24" 6' 24" 611 2' 61' 4' 3'S AT 6 " 0. C. #3'S AT 6" O.C. #3@6" DEPTH 6" 51 51 # 3'S AT 6" O.C. #3'S AT 6 " 0. C. it AT 4", 0. C1. #3@6" 6 1#3 S AT 6 "' 0. C. 43'S AT 6" C.C. #3'S AT 4 " 0. C. #3'S AT 4 " 0. C. IL ..j 0 0 n TFO S /A 1 16 U.', &BOVE POOL - EACH WAY (TYP.) BiOTTOM ky/1 il? xlyz 3" CLR MIN. WALL VERT. 31 24" 41 24" ,5' 24" 6' 24" TFO S /A 1 16 U.', &BOVE POOL - EACH WAY (TYP.) BiOTTOM ky/1 il? xlyz 3" CLR MIN. WALL VERT. TI-t-ICKNESS DEPTH STL. SPCG. IN FEET 6" 01 6" H/3 611 2' 61' 31 6" 4' #3@6" DEPTH 6" 51 #3@6" M Q� 81, 6' #3@6" 101, 7 IN FEET w 0 101, 81 #3@4" 12" 91� #4@6" THE FLYING BUTTRE S RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A 131, 10, - #4@4" PRE -CAST COPING < Lu N [If 1! 1 FOR RAISED PLANTER ___ 31-01, 3" V , ERT. CONC. DECKING -3 - i3- -TY DOES NOT APPLY IF IQ' H/3 4" 4" -YI �-O -T 5' NAT, GRADE--�, 3,50 BOND BEAM DEPTH '-#3 t-COM-PACTE-D VERT. BARS AT 12" 0. C. IS GREATER THAN 20' M Q� Lu SLOPE TO. DRAIN 3" CLR.-,; t1NEW' FILL TYP_ 6" MIN. f IN FEET w 0 FIN. GRADE WATER SURFACE',,'''',,,,"'' 'PLACE ADD'L #3 BAR 61 SOIL THK. - - - - 3" CLR.� - "D THE FLYING BUTTRE S RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A I 7, j_u Lu C/) 01 N =�__ 1 F "X" IS LESS THAN 7'-0", THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WAT'ER SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING, -STOP SECONO ADD' -GR-#4-BAR -AT 6 " 0. C. -PER TABLE AT LEFT 71 0i, � SCHED-LILE - 3 IN THE POOL WITHOUT SOIL SUPPORT PER SEC. 1808A.7.3. USE DETAIL #4 - ELEVATED POOL WALL., VERT. STEEL KEEP FROM TYP. POOL BOTTOM -#3 VERT. BARS AT 12" C.C. LATERAL PRESSURE, AND EQUIVALENT FLUID PRESSURE. 343 TYP. < Lu N [If 1! 1 WATER SURFACE ___ 31-01, 3" 3" 4'-0" -3 - i3- -TY _#3 HORIZ. BARS AT 12" O.C. BOND BEAM 4" 4" -YI �-O -T 5' NAT, GRADE--�, 3,50 BOND BEAM THROUGHOUT '-#3 t-COM-PACTE-D VERT. BARS AT 12" 0. C. M Q� Lu 2' 3' 3" CLR.-,; t1NEW' FILL TYP_ 6" MIN. f w 0 = u 'PLACE ADD'L #3 BAR 61 SOIL THK. - - - - 3" CLR.� - - - I I _#3 HORIZ. BARS AT 12 " 0. C. nH7 THE FLYING BUTTRE S RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A I 7, j_u Lu C/) 41 N 'POOL DEPTH 'H' D I D2 ___ 31-01, 3" 3" 4'-0" 4" 41- W_ 5 AT C O -C, 4" 4" -YI �-O -T 5' SOIL CONDITIONS t. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. 12. EQUIVALENT FLUID PRESSURE = 35 PCIF MAXIMUM. 3. RAISED'PLANTERS LOCATED ADJACENT TO THE POOL WALL EXERT, A SURCHARGE LO I fAD ON THE POOL STRUCTURE THAT EXCEEDS 35 PCF. SPECIAL ENGINEERING IS REQUIRED FOR THESE CONDITIONS. 4. WHEN GROUNDWATER IS ENCOUNTERED DURING EXCAVATION OR WHEN THE POOL DEPTH EXCEEDS THE LOCAL WATER TABLE, A HYDROSTATIC RELIEF VALVE,IS REQUIRED IN 'THE i uj FILL ADJACENT 1-0 POOL BARS is 2-112". VARIES 51' 4. MINIMUM CLEARANCE BETWEEN PARALLEL� < ouj 18" MIN. 0 - TRANSITION GUNITE SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE) INFI,NITY EDGE RAISED BOND BEAM I MINIMUM COMPRESSIVE STRENGTH AT 28-DAYs: F'c, = 2500 PSI. ('01" Akin 11Dr CC:/' 1111-4 4. UUNITE MUST BE IN C 0INFORMIAM-E "I I F1 ELEVATED POOL WALL 3. CEMENT SHALL CONFORM To ASTM C-150. RE THAN, 0.2 % SULFATE CONTENT, USE TYPE V PORTLAND CENENt, 4. IN AREAS WITH, MO d CONSTRUCTION CODES FiC = 4500 PS�, AND A 15 MIL VAPOR BARRIER UNDER POOL AND DECK, OR AS DIRECTED BY LOCAL BUILDING CODES. Y -O" TO WET 3'-0" TO WET BUILDING AND SAFETY: 09, CBC 2010, CHAPTER 318 SURFACE OF POOL WALL PUBLIC SWIMMING POOLS/SPAS: [,B C 20 5 KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS. SURFACE OF POOL WALL RESIDENTIAL SWIMMING POOLS/SPAS: CRC. 2010, APPENDIX G, SEC. AGI08 STANDARDS 6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF APPROVED SEAL & MIN. THICKNESS -08 SIL[CA PL LEVEL BOND CONC. DECKING CONCRETE, (GUNITE OR SHOTCRETE): AC 1 318 ASTER PER NATIONAL I SPA AND POOL INSTITUTE STANDARDS. EXPANSION JOINT BEAM WITH USE DOUBLE CURTAIN ANSI/APSP-5 2003 15 LB. FELT OR DECK OR CAP #3 VERT. BIARS 6" MIN. FOR WALL GTR. THAN 9" STANDARD FOR RESIDENTIAL INGROUND SWINMING POOLS: 7. GROUNDING PER N.E.C. OF THE STRUCTURAL REINFORCING MUSt BE INSTALLED FIN GRADE 'CONC GROUT BEFORE 243 BOND BM. 4" SLAB PRE -CAST COPING 4 MIL. VISQUEEN POURING DECK AT 12" 0 C. DECK STANDARD FOR PERMANENTLY IINSTALLED RESIDENTIAL SPAS: ANSI/APSP-3 1999 PRIOR, TO PLACEMENT OF GUNITE. WATER SURFACE 243 BOND BM. ,7,1' 2 (SLIPSHEET) EACH F XC, E OR CA + PLASTER: NATIONAL PLASTERERS COUNCIL, TECHNICAL MANUAL, 8. GUNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT WATER SURFACE X REV[SED JANUARY 1998 'APPROVED 90% COMPACTED FILL. DECK < 5 HORIZ, NATIONAL SPA k\ND POOL INSTITUTE, JUNE 1996 Lu < WORKMANSHIP STANDARDS oo Ln n y -1811, 1 11 [SPA 3 AL STANDARD FOR PUBLIC' SPAS APSP-2 1999 343 BARS AT 4" CONC. DECKING RECOMMENDATIONS t: -3" CLR. X A BARS @ 12" 0. C,. BOND BEAM TYP. < -w .___4 SLAB FIN. < Zo -t AMERICAN NAT I ON 91 . . 7- J- SURFACE c\j c\j 1 1. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND LO #5 VERT. BARS AT 12" 0. C. < 311 c\j 6" #3 AT 6" O -C 3 PUBLIC, SWIMMING POOLS ANSI/APSP-1 2003 VERT. STEEL @ AMERICAN NATIONAL STANDAR I ID FOR DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSdON. 0 MASTIC IO)N ENTRAPMENT AVOIDANCE TILE 4-- STRAIGHT WALL- AMERICAN NATIONAL STANDARD FOR SUCT #3 HORIZ. BARS AT #3 VERT. BARS THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION. cf) 12" O.C. THROUGHOUT 343 BARS 00 ANSI/APSP-7 2006 00 AT 12" 0. x- T[HE - BOND BEAM TILE 5. 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM Lij I * SPA t'NEW' FILL BONDING GRID: BONDING GRID: �0 -0 WORKMANSHIP GUIDELINES AND PRACTICES FOR RESIDENTIAL to APSP 2005 POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF, < A. 43 BARS F INGROUND SWIMMING POOLS AND SPAS WITH AN APP'ROVED > 12 11 0. C. AT 12" O.C. CURRENT ]NDUSTRY PRACTICES PER THE ASSOCIATION OF �POOL SPA PROFESSIONALS #3 BARS 4.r PLA��ER #3 BARS 3. EXPANSION JOINTS IN DECKS AND COPING SHALL BE MADE WATERTIGHT AT T; NAT. GRADE. tt - * -0083 (www.AP!SP.ORG) 1 #3 VERT� BAPS 6" TYP. FLOOR (A PERMANENT RESiLIENT SEALANT. EACH WAY, EACH,WAY PSP) (703) 838 -1 1 ! l..., on I I AT 12" Q�C-- SECTION WITH43 'ANY APPLICABLE LOCAL ORDINANCES SEPARATEC) WITH OR OR r PLASTER 4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE 6" X 6" / 10 GA. 6" X 6" 10 GA. AT 12" O,C. E.W. -EXPANSIVE,, NON -POROUS FELT OR SIMILAR MATERIAL. A 11211 MIN. NON W.W.F. W.W.F. SED SPA Y NOTES �TRANSITION OR OR SEE TYP. POOL-- HEALTH AND SAFET 5. LEVEL TOP OF BOND BEAM WITH ACRYLIC GROUT AND PLACE, 15# BUILDING FELT OR 4 MIL. 12" #8 AWG BARE MIN, #8 AWG SOLID 48 AWG BARE MIN. #8 AWG SOLID A SECTION 1. POOLS WITH DIVING BOARDS SHALL MEET THE NSPI [DIVING POOL GEOMETRIC 8TANDARDS, VISQUErN ON TOP. DECKING MATERIAL MUST NOT TOUCH COPING OR BOND BEAM. COPPER WIRE GRID \_COPP'ER BOND WIRE COPPER WIRE GRID COPPER BOND WIRE NOTE: PROVIDE (2) ANTI-WORTEX AND OR LOCAL CODES, (CBC 2010, SEC. 30-1 THRRU SEC. 3113-3, AND SEC. 5112B). AT 12" O.C, EACH WAY ATTACHED TO POOL STEEL AT 12" O.C. EACH WAY ATTACHED TO POOL DRAINS. ONE LOCATED INXI SPA FLOOR (WWW.THERMOCRAFTONLINE.COM) SHELL AND DECK' (WWW.THERMOCRAFTONLINE.COM) STEEL AND ONE LOCATED ON SlIDE OF SPA SEAT 2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMEN,IT APPROVA4LAND PROVISIONS FOR HOMEOWNER SHELL AND DECK BONDING GRID 3" ABOVE SPA FLOOR, PEER IAPMO POOL ASSISTIVE DEVICES FOR THE DISABLED. BONDING GRID FILL ADJACENT TO POOL REO'D PER 2010 CALIF . REQ'D PER 2010 CALIF. AND SPA CODE. SPA ADJACENT TO POOL 3. SIGNS AND'SAFETY EQUIPMENT SHALL BE INSTALLEED IN ACCORDANCE WITH LOCAL CODES. 1. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. ELEC. CODE ELEC. CODE 4. POOL FENCING SHALL BE INSTALLED IN ACCORDANCEE WITH ALL LOCAL CODES. 2. DO NOT TURN POOL OR SPA LIGHT ON WHEN POOL IS EMPTY. SHALLOW END ARTICLE 680.26 ARTICLE 680.26 -FT. _T E A 5, PRIOR TO FILLING, THE POOL AND/OR SPA SHALL BEE COMPLETELY ENCLOSED BY A 5 3. DO NOT USE A BLACK RUBBER HOSE WHEN FILLING POOL (IT STAINS THE PLASTER). I VER DECK TEER THAN 4". GATES TO BE 1LE RAG ON THE END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASITER. STANDARD COPING AND T TYPICAL CANTILE HIGH FENCE AND GATES WITH NO OPENINGS GREA 10 SELF I -CLOSING AND SELF -LATCHING WITH LATCH A I'MIN. OF 5 -FT., HIGH. WHERE THIS PREVAIL. (CBC 2010, SEC. 3118B 4. TREES AND LUSH LANDSCAPING LOCATED CLOSE TO THE POOL MAY EVENTUALLY PROD)UCE CAL CODES SHALL VARIES FROM LOCAL CODES, THE LO CRC 2010, AGI05). ROOTS THAT CAN PUSH AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT., THE "I'" BOULDER WT. 61' (MAX. WT. 185 PCF) POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND TWO MAIN,DRAINS. BOND BEAM MAY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALLATION OF A ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING. PERMITS ALONG WITH POOL BUILDING PERMIT.� z 7.' OBTAIN ELECTRICAL AND PLUMBING 12" INSTALLED PE CTURERS RECOMMENDAT[ONS AND IN 10'-0" MIN. 8. ALL EQUIPMENT SHALLBE 6.11 uj M IN. CCORDANCE WITH LOCAL REGULA S. rn VEL A #3 BARS A I b 12" uj 1 < WATER LE 9. ANY METAL WITHIN 5 -FT. OF OL EDGE MUST BE G OUNDED PER THE N.I.I. 1-- ...... NOTE: BY THE USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HE/SHE HAS READ BEND BOND 0. C. EA. WAY 0 X < DERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 2"#3 BEAM STEEL PAD SIZE U -i 5' R=2` 6" MAX. AND < .0" MIN. N IS THE,WORK OF THE ENGINEER AND SHALL NOT BE REPRODUCED, COPIED, OR OTHERWISE USED 37 B ARS AROUND 8 MIN. THICKNESS, L R=I' TH S PLA uj OF OR WITHOUT HER PERMISSION. STEEL REINF. NICHE uj 'X` BARS r-) CO TOE OF 3'-0" .:4 6" MI 3" CLR.-----)f' ADD #3 BARS AT 12" O.C. LONGITUDINA THIS PLAN IS INTENDED FOR USE IN THE FOLLOWIN CID 0 SLOPE 'CLR. oo DOWEL INTO EXISTING, G CITIES ONLY: V., LAP 24" AT TRANSITION VED 0 NEC APPRO . . 1, j I -SECTION L I .. POOL WALL OR 4" LLJ - 'I i_- NEW PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALMS, CONDUIT POOL cn FLOOR WITH Z SPA FOXY FLR. I LO LA QU(NTA NGS, INDIAN WELLS, BERMUDA DUNES, YUCCA VALLEY, AND INDIC' DESERT HOT SPRI REINFORCE GUNITE WITH #3 BAR I FL 18" LAP '4 uj OOR E 6" MIN. 4z @ 12" O.C. BOTH WAYS ADHESIVE x < PROVIDE (2) ANTI VORTEX DRAINS T IRM7-- _73-7 CLR. WITH NSPI-APPROVED SUCTION COVERS. < SPECIAL 'j-FIES <9 0 \,-RECESSED INSPECTION .# - - -_ 1. 1 - FOR POOL TABLE I LOCATE DRAINS EQUAL DISTANCE z I 1('WT 2' TO 5' DEEP NOTE: INSTALL HYDROSTATIC VALVE AND p ru Amn qpA qT[=Fl REINFORCING PLAN #3 AT 6" O.C. M BOTH WA.- 6" MIN. AROUND NICHE 18" MIN, LAP (TYP.) 6" MIN. 0 24`3 BARS BOULDER S Z `P" PAD 'D" STEEL "X" BARS 24" DIAM 777# 3 6 " S,1 12" W_ 5 AT C O -C, 36" DIAM. 2609#, 48" SQ. 12" 5' NAT, GRADE--�, 3,50 5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SL OPE AWAY FROMI THE POOL 19" STOP FIRST ADD1 VERT.STEEL- STRUCTURE, AND PROVIDE 2.0% MINIMUM SURFACE RUNOFF. I 'PLACE ADD'L #3 BAR 61 6. THE FLYING BUTTRE S RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A AT 4" O.C, SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING, -STOP SECONO ADD' -GR-#4-BAR -AT 6 " 0. C. -PER TABLE AT LEFT 71 SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF. OF FRICTION, PASS VE VERT. STEEL KEEP FROM TYP. POOL BOTTOM LATERAL PRESSURE, AND EQUIVALENT FLUID PRESSURE. PLACE FIRST ADD'L #3 BAIR _�LCL� EARTH -SIDE FACE OF WALL. 81 - - STEEL SPECIFICATIONS AT 12" O.C. AS SHOWN 1_2� #3 AT 12" O.C. EXTRA 1. REINFORCING BARS: ASTM A -615, GRADE 40, FY= 40 KSI. TYP. POOL BOTTOM VERT. STI IN RADIUS 2. ALL REINFORCING. BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR 18" LAFP MIN.). 3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN� w i- LL_ TPANlqlTlr)Nl A" MINIMUM CLEARANCE BETWEEN STEEL AND EARTH. i uj FILL ADJACENT 1-0 POOL BARS is 2-112". VARIES 51' 4. MINIMUM CLEARANCE BETWEEN PARALLEL� < ouj 18" MIN. 0 - TRANSITION GUNITE SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE) INFI,NITY EDGE RAISED BOND BEAM I MINIMUM COMPRESSIVE STRENGTH AT 28-DAYs: F'c, = 2500 PSI. ('01" Akin 11Dr CC:/' 1111-4 4. UUNITE MUST BE IN C 0INFORMIAM-E "I I F1 ELEVATED POOL WALL 3. CEMENT SHALL CONFORM To ASTM C-150. RE THAN, 0.2 % SULFATE CONTENT, USE TYPE V PORTLAND CENENt, 4. IN AREAS WITH, MO d CONSTRUCTION CODES FiC = 4500 PS�, AND A 15 MIL VAPOR BARRIER UNDER POOL AND DECK, OR AS DIRECTED BY LOCAL BUILDING CODES. Y -O" TO WET 3'-0" TO WET BUILDING AND SAFETY: 09, CBC 2010, CHAPTER 318 SURFACE OF POOL WALL PUBLIC SWIMMING POOLS/SPAS: [,B C 20 5 KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS. SURFACE OF POOL WALL RESIDENTIAL SWIMMING POOLS/SPAS: CRC. 2010, APPENDIX G, SEC. AGI08 STANDARDS 6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF APPROVED SEAL & MIN. THICKNESS -08 SIL[CA PL LEVEL BOND CONC. DECKING CONCRETE, (GUNITE OR SHOTCRETE): AC 1 318 ASTER PER NATIONAL I SPA AND POOL INSTITUTE STANDARDS. EXPANSION JOINT BEAM WITH USE DOUBLE CURTAIN ANSI/APSP-5 2003 15 LB. FELT OR DECK OR CAP #3 VERT. BIARS 6" MIN. FOR WALL GTR. THAN 9" STANDARD FOR RESIDENTIAL INGROUND SWINMING POOLS: 7. GROUNDING PER N.E.C. OF THE STRUCTURAL REINFORCING MUSt BE INSTALLED FIN GRADE 'CONC GROUT BEFORE 243 BOND BM. 4" SLAB PRE -CAST COPING 4 MIL. VISQUEEN POURING DECK AT 12" 0 C. DECK STANDARD FOR PERMANENTLY IINSTALLED RESIDENTIAL SPAS: ANSI/APSP-3 1999 PRIOR, TO PLACEMENT OF GUNITE. WATER SURFACE 243 BOND BM. ,7,1' 2 (SLIPSHEET) EACH F XC, E OR CA + PLASTER: NATIONAL PLASTERERS COUNCIL, TECHNICAL MANUAL, 8. GUNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT WATER SURFACE X REV[SED JANUARY 1998 'APPROVED 90% COMPACTED FILL. DECK < 5 HORIZ, NATIONAL SPA k\ND POOL INSTITUTE, JUNE 1996 Lu < WORKMANSHIP STANDARDS oo Ln n y -1811, 1 11 [SPA 3 AL STANDARD FOR PUBLIC' SPAS APSP-2 1999 343 BARS AT 4" CONC. DECKING RECOMMENDATIONS t: -3" CLR. X A BARS @ 12" 0. C,. BOND BEAM TYP. < -w .___4 SLAB FIN. < Zo -t AMERICAN NAT I ON 91 . . 7- J- SURFACE c\j c\j 1 1. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND LO #5 VERT. BARS AT 12" 0. C. < 311 c\j 6" #3 AT 6" O -C 3 PUBLIC, SWIMMING POOLS ANSI/APSP-1 2003 VERT. STEEL @ AMERICAN NATIONAL STANDAR I ID FOR DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSdON. 0 MASTIC IO)N ENTRAPMENT AVOIDANCE TILE 4-- STRAIGHT WALL- AMERICAN NATIONAL STANDARD FOR SUCT #3 HORIZ. BARS AT #3 VERT. BARS THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION. cf) 12" O.C. THROUGHOUT 343 BARS 00 ANSI/APSP-7 2006 00 AT 12" 0. x- T[HE - BOND BEAM TILE 5. 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM Lij I * SPA t'NEW' FILL BONDING GRID: BONDING GRID: �0 -0 WORKMANSHIP GUIDELINES AND PRACTICES FOR RESIDENTIAL to APSP 2005 POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF, < A. 43 BARS F INGROUND SWIMMING POOLS AND SPAS WITH AN APP'ROVED > 12 11 0. C. AT 12" O.C. CURRENT ]NDUSTRY PRACTICES PER THE ASSOCIATION OF �POOL SPA PROFESSIONALS #3 BARS 4.r PLA��ER #3 BARS 3. EXPANSION JOINTS IN DECKS AND COPING SHALL BE MADE WATERTIGHT AT T; NAT. GRADE. tt - * -0083 (www.AP!SP.ORG) 1 #3 VERT� BAPS 6" TYP. FLOOR (A PERMANENT RESiLIENT SEALANT. EACH WAY, EACH,WAY PSP) (703) 838 -1 1 ! l..., on I I AT 12" Q�C-- SECTION WITH43 'ANY APPLICABLE LOCAL ORDINANCES SEPARATEC) WITH OR OR r PLASTER 4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE 6" X 6" / 10 GA. 6" X 6" 10 GA. AT 12" O,C. E.W. -EXPANSIVE,, NON -POROUS FELT OR SIMILAR MATERIAL. A 11211 MIN. NON W.W.F. W.W.F. SED SPA Y NOTES �TRANSITION OR OR SEE TYP. POOL-- HEALTH AND SAFET 5. LEVEL TOP OF BOND BEAM WITH ACRYLIC GROUT AND PLACE, 15# BUILDING FELT OR 4 MIL. 12" #8 AWG BARE MIN, #8 AWG SOLID 48 AWG BARE MIN. #8 AWG SOLID A SECTION 1. POOLS WITH DIVING BOARDS SHALL MEET THE NSPI [DIVING POOL GEOMETRIC 8TANDARDS, VISQUErN ON TOP. DECKING MATERIAL MUST NOT TOUCH COPING OR BOND BEAM. COPPER WIRE GRID \_COPP'ER BOND WIRE COPPER WIRE GRID COPPER BOND WIRE NOTE: PROVIDE (2) ANTI-WORTEX AND OR LOCAL CODES, (CBC 2010, SEC. 30-1 THRRU SEC. 3113-3, AND SEC. 5112B). AT 12" O.C, EACH WAY ATTACHED TO POOL STEEL AT 12" O.C. EACH WAY ATTACHED TO POOL DRAINS. ONE LOCATED INXI SPA FLOOR (WWW.THERMOCRAFTONLINE.COM) SHELL AND DECK' (WWW.THERMOCRAFTONLINE.COM) STEEL AND ONE LOCATED ON SlIDE OF SPA SEAT 2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMEN,IT APPROVA4LAND PROVISIONS FOR HOMEOWNER SHELL AND DECK BONDING GRID 3" ABOVE SPA FLOOR, PEER IAPMO POOL ASSISTIVE DEVICES FOR THE DISABLED. BONDING GRID FILL ADJACENT TO POOL REO'D PER 2010 CALIF . REQ'D PER 2010 CALIF. AND SPA CODE. SPA ADJACENT TO POOL 3. SIGNS AND'SAFETY EQUIPMENT SHALL BE INSTALLEED IN ACCORDANCE WITH LOCAL CODES. 1. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. ELEC. CODE ELEC. CODE 4. POOL FENCING SHALL BE INSTALLED IN ACCORDANCEE WITH ALL LOCAL CODES. 2. DO NOT TURN POOL OR SPA LIGHT ON WHEN POOL IS EMPTY. SHALLOW END ARTICLE 680.26 ARTICLE 680.26 -FT. _T E A 5, PRIOR TO FILLING, THE POOL AND/OR SPA SHALL BEE COMPLETELY ENCLOSED BY A 5 3. DO NOT USE A BLACK RUBBER HOSE WHEN FILLING POOL (IT STAINS THE PLASTER). I VER DECK TEER THAN 4". GATES TO BE 1LE RAG ON THE END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASITER. STANDARD COPING AND T TYPICAL CANTILE HIGH FENCE AND GATES WITH NO OPENINGS GREA 10 SELF I -CLOSING AND SELF -LATCHING WITH LATCH A I'MIN. OF 5 -FT., HIGH. WHERE THIS PREVAIL. (CBC 2010, SEC. 3118B 4. TREES AND LUSH LANDSCAPING LOCATED CLOSE TO THE POOL MAY EVENTUALLY PROD)UCE CAL CODES SHALL VARIES FROM LOCAL CODES, THE LO CRC 2010, AGI05). ROOTS THAT CAN PUSH AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT., THE "I'" BOULDER WT. 61' (MAX. WT. 185 PCF) POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND TWO MAIN,DRAINS. BOND BEAM MAY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALLATION OF A ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING. PERMITS ALONG WITH POOL BUILDING PERMIT.� z 7.' OBTAIN ELECTRICAL AND PLUMBING 12" INSTALLED PE CTURERS RECOMMENDAT[ONS AND IN 10'-0" MIN. 8. ALL EQUIPMENT SHALLBE 6.11 uj M IN. CCORDANCE WITH LOCAL REGULA S. rn VEL A #3 BARS A I b 12" uj 1 < WATER LE 9. ANY METAL WITHIN 5 -FT. OF OL EDGE MUST BE G OUNDED PER THE N.I.I. 1-- ...... NOTE: BY THE USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HE/SHE HAS READ BEND BOND 0. C. EA. WAY 0 X < DERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 2"#3 BEAM STEEL PAD SIZE U -i 5' R=2` 6" MAX. AND < .0" MIN. N IS THE,WORK OF THE ENGINEER AND SHALL NOT BE REPRODUCED, COPIED, OR OTHERWISE USED 37 B ARS AROUND 8 MIN. THICKNESS, L R=I' TH S PLA uj OF OR WITHOUT HER PERMISSION. STEEL REINF. NICHE uj 'X` BARS r-) CO TOE OF 3'-0" .:4 6" MI 3" CLR.-----)f' ADD #3 BARS AT 12" O.C. LONGITUDINA THIS PLAN IS INTENDED FOR USE IN THE FOLLOWIN CID 0 SLOPE 'CLR. oo DOWEL INTO EXISTING, G CITIES ONLY: V., LAP 24" AT TRANSITION VED 0 NEC APPRO . . 1, j I -SECTION L I .. POOL WALL OR 4" LLJ - 'I i_- NEW PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALMS, CONDUIT POOL cn FLOOR WITH Z SPA FOXY FLR. I LO LA QU(NTA NGS, INDIAN WELLS, BERMUDA DUNES, YUCCA VALLEY, AND INDIC' DESERT HOT SPRI REINFORCE GUNITE WITH #3 BAR I FL 18" LAP '4 uj OOR E 6" MIN. 4z @ 12" O.C. BOTH WAYS ADHESIVE x < PROVIDE (2) ANTI VORTEX DRAINS T IRM7-- _73-7 CLR. WITH NSPI-APPROVED SUCTION COVERS. < SPECIAL 'j-FIES <9 0 \,-RECESSED INSPECTION .# - - -_ 1. 1 - FOR POOL TABLE I LOCATE DRAINS EQUAL DISTANCE z I 1('WT 2' TO 5' DEEP NOTE: INSTALL HYDROSTATIC VALVE AND p ru Amn qpA qT[=Fl REINFORCING PLAN #3 AT 6" O.C. M BOTH WA.- 6" MIN. AROUND NICHE 18" MIN, LAP (TYP.) 6" MIN. 0 24`3 BARS BOULDER S Z `P" PAD 'D" STEEL "X" BARS 24" DIAM 777# 3 6 " S,1 12" W_ 5 AT C O -C, 36" DIAM. 2609#, 48" SQ. 12" #3 AT 61 o.c. 48" DIAM. 6198# 60" cn 19" 44-7 AT r) r APART FROM OUTLET PIPE. LOW POINT WHERE REQUIRED n ROCK PACK AT A c\j BY HIGH WATER TABLE. 10 No. 33446 EXISTING POOL -R: HOMEOWNE LOCATE MAIN DRAINS AT L(OW POINT. WALL POOL CON i�CTOR: EXP,. 6-30- 14 MAIN DRAIN PIPES SHALL N40T i. LALJL)MF_00: % FOR P0c)1 r,'-6" TO 81 DEEP TABLE 2 ENCROACH INTO GUNITE SHrIELL. 4,,A nrwip:i q AT 12" 0 C VERT AND cm RECESSED LIGHT PLAN ELEVATION NICHE BOULDER SIZE "P" � PAD SIZE, "W" 'D" 'STEEL "X` BARS �� 24" DIAM, �77# ___7�6� �SQ- 1 #3 AT 3" O.C. -Ar 36" -DIAMs �_609# --- L�8�' So. 14" 7W4 6 " 0. C. 48" DIAM. 6198# 60" SQ. _14" #4 AT 4" O.C. HORIZ. (MAX. TYP,) OR USE ALTERNATE: TING EXPOSE EXIS STEEL SPACING IN DETAIL #1 FOR POOL STEEL AND LAP DEPTH GREATER THAN 4 FEET. CAL LONGITUDINAL SECTION 181, MIN. P N VALID ONLY WITH ri 6 -TY P' DPTQr)17IT TIF qTFFI BLUE WET STAMP AND