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08-0577 (RPL) Planr A SOILS REPORT. 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 F01_LQWING CONDITIONS APPLY PER IBC FIGURE 1805.3.1 FOR STRUCTURES LOCATED CLOSE TO THE TOP OF SLOPE. I � BUILDING SURCI-JARGE EQUALS POOL 'D' DEPTH OR H/4. TRANSITION T ANSITI N BLANK MEANS NO SPECIAL THICKNESS OR _ (GREATER DIST. RELNF• REQUIRED. _ CONTROLS) - 1210 S CIAI ENGINEERING REC�FD �I POOL_ OR SPA I2" VARIES 12" NOTE: TIES AT TOP #3 VERT. AT 61, O.C. AND BOTTOM VERIFY DIRECTION OF X-BARS OUTSIDE FACE OF. POOL WALL DAM WALL BEVEL WITH INSIDE FACE .. + WATER FEATURE 3 DESIGNER'S NOTES 3" CLR. E AND DETAILS. D CLR. 2' MIN = 311 CL • .¢. rL ' #3 HORIZ. AT • 3" CLR w z .: TOP OF SLOPE 0 12 0.C. (TYP.) 311 CLR "' , ; •� ! #3 VERT. AT =..: • .�•+ �` H 4"O.C. (TYP.) "1 • a Imo_ � •f. �! - � z `,.. "I - #3 VERT. AT +• - `-" H/6 OR II "' 4'" J.C. (TYP.) #3 VERT. AT 6" O.C. �'. 7-FT. MINIMUM DIS1.11 TOE OF �- ,. TO DAYLIGHT AT SLOPE _ •'' ..• , 1 #3'S AT 1211 DESCENDING SLOPE �I- =1 I I: _ 3„ _ : • • .• • w ` #3 HORIZ. AT 1211 O.C. 12" O.C. HORIZ. © r ' (TYP.) (TYP.) #3'S AT 12" O.C. E.W. I L i VERTICAL STEEL: X-•BARS INSIDE FACE #3'S VERT. AT -'•'` 19 I" • a �a , •* CL cl J 0 CL POOLIIRI" DEPTH 3 I-611 1 1-Oil 41 -0"1 11_031 5 e-04 11-6"1 51-6H 21-011 61-031 21_60 6'-(611 3'--0" 7,_011 3'-6" 71- 11 / 1_O99 81--0" 41-6" 81-691 51_00 c\, 6 O.C. TO 24 -_ 4, ABOVE POOL s�,� ,,�' #3`S AT 12" Q.C. BOTTOM �) - EACH WAY (TYP.) 319 CLR MIN. WALL VERT. THICKNESS DEPTH STL. SPCG. IN FEET 611 01 69" I, 611 2 1 6" 31 f- 9 L} #3@6" 611 1 5 #3@6" 6' #3@6" 10"" 7' #3@4" 1011 8" #3@4" 12" 91 #4@b" 13" 10' . #4@4" PRE -CAST COPING FOR RAISED PLANTER CONC. DECKING *'DOES 1 1 VERT. CONC. ICI I NOT APPLY: IF Q SLOP TO DRAIN DEPTH FIN. GRADE IS GREATER THAN 20' Hlb _ IN FEETFIN. SURFACE _ d 01 . IF "}CI' OR °Q" IS LESS THAN 7'--0", THEN POOL WALL MUST BE CAPABLE OF .SUPPORTING THE WATER _ SCHEDULE.:- _3 IN THE POOL WITHOUT SOIL SUPPORT PER SEC. I$05.3.3. USE DETAIL #4 -ELEVATED POOL WALL. `� WATER I I I I I! TI- #3 VERT. BARS AT 12" O.C. <k m - BOND BEAM SURFACE 3-#3 TYP. : , #3 HORIZ. BARS AT 12}, O.C. - BAND SEAM „ `-- -- THROUGHOUT .i #3 VERT. BARS AT 12"a.C. m T-'NEW" 3" CL © FILL t-COMPACTED 6" MIN. a SOIL THK. 0 " , .-. -, CLR. #3 HORIZ. BARS AT 12" O.C. .T U- 4' THROUGHOUT}l�Q�� POOL' DEPTH IHI DI D2 3 1 _ f1"! 31" 3" 41-0" 4" 4" 5 " _0"1 41, 61-09, 7" 5„ SOIL CONDITIONS 1 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF, 2. EQUIVALENT FLUID PRESSURE = 35 PCF MAXIMUM. 3. RAISED PLANTERS LOCATED ADJACENT TO THE POOL WALL EXERT A SURCHARGE LOAD ON THE POOL STRUCTURE THAT EXCEEDS 35 PCF. SPECIAL ENGINEERING IS REQUIRED FOR a THESE CONDITIONS. 1 - .� _ 4» WHEN GROUNDWATER IS ENCOUNTERED DURING EXCAVATION OR WHEN THE POOL DEPTH STOP FIRST ADD'L NAT. GRADS �; o EXCEEDS THE LOCAL' WATER TABLE, A HYDROSTATIC RELIEF VALVE IS REQUIRED W THE VRT.STEL--- E E .. PLACE ADWL #3 BAR 6 a ' _ II �''_ � DEEPEST LOCATION OF THE POOL. • AT 4" O.C, `�' q`� S. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL --STOP SECOND ADD' '�� OR #4-BAR -T 6" O.C. PER TABLE AT LEFT :. ;,� t _ 7' •--'-�-° ----- - ` -=- p STRUCTURE AND PROVIDE 2, 0 /° MINIMUM SURFACE RUNOFF. . VERT. STEEL , .: 'Id - 6. CONTRACTOR OR HOMEOWNER SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AT THE 6. ;. v PLACE FIRST ADD'L #3 BAR, EP CLEAR FROM EARTH -SIDE FACE OF WALL. ' g, .� or-KETYP. POOL BOTTOM ---- JOB SITE. AT 12":0.C. AS SHOWN . • - `- #3 AT 12" O.C. EXTRA - '� - .. STEEL SPECIFICATIONS :. ,• TYP, POOL BOTTOM VERT. STL. IN RADIUS I. REINFORCING BARS: ASTM A-615, GRADE 40, FYµ 40 KSI. LL' :. 18" MIN. 2. ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR = 1€3" LAP MIN.). = VARIES � _� FILL ADJACENT --( - TRANSITION 3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN � fy ► 7 3" MINIMUM CLEARANCE BETWEEN STEEL AND EARTH. 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS `2-I/2 INI INIT Y EBrE RAISED BOND BEAM TRANSITION 1 GHI\1 TE SPFCI~FICATIIONS (PNEUMATICALLY PLACED CONCRETE) - - - - -- _ - -- _< - _ - _- :.�-_ - _ __-_- -r--�----- .,.,.•... :a .�'�M���...I�-r-�T-R%Y-�.T,.�-4�`.�F.�.i,�A.F`C - _�S0�P� 1aE_ElATED POOL WALL `G, ,, _ 2. GUNITE MUST 8<� E IN CONFORMANCE WITH UBC SEC 1924. ; ».,. 3. CEMENT SHALL CONFORM TO ASTM C-150» 4. USE TYPE V PORTLAND CEMENT IN AREAS WITH.MORE THAN 2% SULFATE CONTENT y --_"P" BOULDER WT. CONSTRUCTION COVES AND AS DIRECTED BY LOCAL BUILDING CODES. , 3'-0" TO WET 3' -D" TO WET Bx (MAX. WT. _ 185 PCF) 5. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS. SURFACE OF POOL WALL BUILDING AND SAFETY: IBA: 2006, CBC 2007 6» ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF SURFACE OF POOL WALL CONC. DECKING APPROV► D SEAL & cv CONCRETE (GUNITE OR SHOTCRETE): AC1 318-05 SILICA PLASTER PER NATIONAL SPA AND POOL INSTITUTE STANDARDS. EXPANSION JOINT ,LEVEL BOND - _ STANDARD FOR RESIDENTIAL INGRC�UND SWIMMING POOLS: ANSI/NSPI_5 2003 7. GROUNDING PER N.E.C. OF THE STRUCTURAL, REINFORCING MUST BE INSTALLED FIN. GRADE " PRE CAST COPING 15 LB. FELT OR BEAM WITH #3 BARS AT O" l �`F ,`:•::• ` .;, �2" w STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS: ANSIINSPI-3 1999 4 CONC. SLAB MIN. <i PRIOR TO PLACEMENT OF GUNITE. WATER SURFACE 44 MIL. VISQUEEN GROUT BEFORE O.C. EA. W. AY PLASTER: NATIONAL PLASTERERS COUNCIL, TECHNICAL MANUAL, 12" -,� POURING DECK I r .. •• ' 8. GUNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT e,r y , •.; •,. (SLIPSHEET) PAD S ZE ~IA -A 4 Lu l- REVISED JANUARY 1998 APPROVED 90°lam COMPACTED FILL. DECK :,;° ---8` MIN. THICKNESS r © WORKMANSHIP STANDARDS- NATIONAL SPA AND POOL INSTITUTE, JUNE 1996 _ 3-#3 BARS AT - STEEL RELNF. w RECOMMENDATIONS 311 CLR. "X" BARS M ao AMERICAN NATIONAL STANDARD FOR PUBLIC SPAS ANSI/N5PI•-•2 1999 DECKING 1 \ECOMI IEND9�TIONS BOND BEAM , ' " TYP. x ° -se ' 4 : •` d 4" CONC. 3" CLR. : - o AMERlCAN'N94TIaNAL STANDARD FOR PUBLIC SWIMMING PQC►LS ANSI/NSPI-�•1 2003 #3 VERT. BARS AT 12" U.C. 1 •---��. ---' - SLAB �' �- I ---wl� II � ' . ,.. LAP Z4" o � O SUCTION ENTRAPMENT AVOIDANCE I. DECKING CONSTRUCTION IS SHOWN A5 RECOMMENDED MINIMUM CONSTRUCTION AND a _ -� d , ' - , , AMERiCAN NATIONAL STANDARD FOR S A O #3 HORIZ. BARS AT r�] o� t i �� iii I� TILE MASTIC `.• D L �_' ANSIIAPSP-7 2006 DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO St?IL E}(PANSI4N. " I I la-- I I--� • :• ; : FLR. cv THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION. w 12" O.C. THROUGHOUT b ;� l� • ' 3_#3 BARS -III I - WORKMANSHIP GUIDELINES AND PRACTICES FOR RESIDENTIAL 'NEW' FILL f, TYP. POOL BOTTOM BONDING GRID: 11 = " i. • • ,j .-W- 2. THE POOL DECK AND YARD AREA SURROUNDING THE Pt�OL SHALL SLOPE AWAY FROM THE . •. Q-� _ �. III I BONDING GRID. D ...Y,d....: iNGROUND SWIMMING PbQLS AND SPAS APSP 2004 AT BOND BEAM TILE ``., ::-,-•�,. . ..�� '" #3 BARS -III II �'°� PLASTER I 3-#3 BARS •-� '3" CLR. CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF f OOL a SPA PROFESSIONALS POOL STRUCTURE AND PROVIDE 2.0% suRl=Ac RUNOFF, „ ---�I! .i #3 BARS I_._ NAT. GRADE. - ,..s..4.:..:.:.. rs_ • AT 12 O.C.APSP) (703) 83$ GG83 3. EXPANSION JOINTS IN DECKS AND COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED _ .:'� EACH WAY AT 12 O.C. lI FOR POOL 2' TO 5' DEEP TABLE I ANY APPLICABLE LOCAL ORDINANCES PERMANENT RESILIENT SEALANT. _z I --I I I _ . ; ,y EACH WAY tV 4 ..: " �11 " OR 1$ MIN. 6 X b / 10 GA. 6" X 6" / 10 GA. -1,(--PLASTER TRANSITION W.W.F. W.W.F. 12" (TYP. MID -DEPTH) (TYP. MID -DEPTH) MIN #8 AWG SOLID MIN #8 AWG SOLID w Ll \ 6...1-f �. T..- -Nd E 3-#3 BARS GUNITE SURFACE CONC. DECKING X �-EXPANSION JOINT FOCITlNG I. THIS STANDARD STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING SLOPE 1/8'' TO -f TYPICAL BOND BEAM STEEL 1/4 PER 1'-0" WATER SURFACE- 7 a.4» 1 ' _j • ..-.r-.nw. ..�..-� -�... #3 VERT. BARS PER SCHED. "A" 3" CLR. #3 HORIZ. BARS AT 121, D. C, Z - THROUGHOUT w OR AS REQ'D BY CITT ` u Lu SEE DECKING NOTES STUD EXTRA STEEL `' ui COMPACTED SOIL --® - WALL THICKNESS TO BE - --� J� _ w CHANGED UNIFORMLY D E 21 3' 4' 51 #3'S AT 3, 611 Q.C. #3'S AT #3'S AT 40 6" O.C. 6" 0.C. 51 #3'S AT #3' S AT #3'S AT 6" O.C. 6" O.C. 4" O.O. #3'S AT #3'S AT #3'S AT #3'S AT 60 6" O.C. 6" O.C. 4" O.C. 4" O.C+ BOULDER SIZE "P" : PAD SIZE "W' "D" STEEL "X" BARS 24-1 DIAM.M 7774 36" SCE, 12" . #3 AT 6" O.C. 36" .DiAM. 2649# 481, SQ. 1 12" #3 AT 6" O.C. 48" D1AM b198# 6U" SQ• 124 #3 AT 4" O,C. WALL. VERT. VERT. THICKNESS STEEL DEPTH SPACING IN FEET 6"" #3 D� AT 12" 61" #3 1 AT 12" 6 #3 2' AT 12" 611 #3 31 AT 12" 6" #3 41 AT 12" all (] #3 51 AT 6" $11 #3 61 AT 6" lollV" #3 7 1 AT 4" #3 81 AT 4" FIN. GRADE SEE SCHEDULE 2 TYP. BOND BEAM W1 3143 BARS CONC• DECK-- POOL AND/OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINES, SLOPES, RETENTION � �� --� " ., ' ' �` . :` •.� �' •` BASINS, STRUCTURES, FENCES AND WALLS. PLOT PLAN MUST SHOW SURFACE DRAINAGE ' '° •'r` WATER SURFACE _ s - 9" • . • • • . • r k-- -I T 1---I 11-0-{ AWAY FROM POOL. 3 CLR f-- ..: , :.:.• {$ _ � •• ; •.: ' `• �� ' ' ' H � .'. 2. .REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE .SITE AND ARE 3-#3 TYP, BOND #3 VERT. BARS AT 6u C�.0 � � ? `� : � IXi � :� 112 X 3 FELT RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE BEAM '' . (FOR DEEP END RAMP ONLY) o . , II I I - f l=1! 1= ��CJ : • ' Lp p cv Ct�MPACTED - FOR TYPICAL WALL THICKNESS APPLICABILITY OF THIS"STANDARD POOL PLAN FORTH TIfE ACTUAL SITE. #3 HORIZ. BARS 'AT 12" O.C. -' -A '� � SOIL I,=.,1 , ' 3, THIS IS A GENERIC POOL PLAN, DESIGNED FOR POOL CONSTRUCTION IN POROUS, WELL -DRAINED, x :.a SEE DETAIL i -� <~; COMPACTED '� THROUGHOUT < ,., EXPANSION JOINT SAIL A�1• _r4o w •9 NON -EXPANSIVE, COMPACTED OR NATIVE SOIL. IT IS THE RESPONSIBILITY OF THE HOMEOWNER ONE STORY HOUSE, �' w 3A a ALL DECKING ADJACENT TU WALLS OR POOL CONTRACTOR TO VERIFY SOILS CONDITIONS PRIOR TO CONSTRUCTION. J OR GARAGE FOUNDATION} �� -� 5" L �, OR PERMANENT STRUCTURES r 4. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM ... OR b-PT. HIGH BLOCK WALL = SHALL BE SEPARATED BY A 1/2 DISSIMILAR SOIL CONDITIONS UNDER THE POOL, SUCH AS CUT -FILL TRANSITIONS. MOO LB/FT MAX. LOAD 'S 3" CLR. �-' MIN. JOINT OF NON -EXPANSIVE, ` �t rn ` 5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN, IT IS w' NON -POROUS FELT OR SIMILAR MATERIAL. TO OBTAIN APPLICAILE ' THE RESPONSIBILITY OF THE CONTRACTOR OR THE HOMEOWNER a PLACE ADD'L VERT, STEEL T CONSTRUCTION. . -� "A. . 3 t , SPECIAL ENGINEERING DETAILS PRIOR O C N IN WALL IN ACCORDANCE I WITH SCHEDULE 2 J��� SCHEDULE -- 2 Q. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN a #3 AT 12" O.C. I `� 0 BOTH WAYS ----- IN POOL BOTTOM, co ,�, FOR POOL DEPTH 5-FT. OR CENTER ALL STEEL .' , . `-' GREATER, ADD _#3 VERT. BARS PER •. IN GUNITE #3 AT 6" O.C. VERT. H • ' •., ,. BARS IN RADIUS 33° MAX..4 • .. • _ SCHEDULE A AT LEFT �`"►t• ..1,I. . _ TYP. POOL REINFORCEMENT 1 SHALLOW OR DEEP END RAMP - 1$" MIN. `�... 18 MIN VERTICAL STEEL REQ'D FOR SURCHARGE LOAD DEPTH X 3' TO 5' 5' TO 7' 7' TO 8'µ6" 3'-0" MIN. #3 AT 4" O.C. #3 AT 3" O.C. #4 AT 3" O.C. 4'-0" MIN. #3 AT 3" O.C. #4 AT 3" O.C. 5'-0" MIN. #3 AT 4" O.C. #4 AT 4" O.C. 6-0" MIN. #3 AT 4° O.C. #4 AT 4" O.C. ASSISTIVE DEVICES FOR THE DISABLED, I� 3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDAANCE WITH LOCAL CODES. 1, KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. i 4, POOL FENCING SHALL BE INSTALLED IN ACCORDANCE WITH ALL ':_,)CAL CODES. 2. DO NOT TURN POOL OR SPA LIGHT ON WHEN POOL IS EMPTY. 5. PRIOR TO FILLING, THE POOL AND/OR SPA SHALL BE COMPLETED' ENCLOSED BY A 5-FT. J. Dq NqT USE A BLACK RUBaER HOSE WHEN FILLING POOL (IT STAINS THE PLASTER). TIE A TYPICAL CANTILEVER -DECK HIGH FENCE AND GATES WITH NO OPENINGS GREATER THAN 41`. GATES TO BE STANDARD COPING AND TILE 1Q BOULDER ON BOND BEAM RAG ON THE END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASTER, I I SELF -CLOSING AND SELF -LATCHING WITH LATCH A MIN. OF 5--FT. HIGH. WHERE THIS . 4• TREES AND LUSH LANDSCAPING. LOCATED CLOSE TO THE POOL MAY EVENTUALLY PRODUCEVARIES FROM LOCAL CODES THE LOCAL CODES SHALL PREVAIL.:. ROOTS THAT CAN PUSH AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT. THE a 12p 6. POOLS SHAL BE EQUIPPED WITH A FILTERING SYSTEM AND A DRAIN. 9" MIN. THICKNESS BOND BEAM MAY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALLATION OF A MIN. : • (N• USE DOUBLE CURTAIN 7. OBTAIN 'ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. b M ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING. 2-#3 BOND BM. FOR WALL GTR. THAN 9 z 8. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN a „ • :.- - DECK OR CAP 10,--0" MIN. ACCORDANCE WITH LOCAL REGULATIONS. _' BEND BOND 2-#3 'x '•..' ' BEAM STEEL , ' WATER SURFACE 9. ANY METAL WITHIN 5-FT. OF POOL EDGE MUST BE GROUNDED PL:R THE N.E.C•. i '... 1�NOTE: BARS BY THE USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HE/SHE HAS READ I � � - �` • AROUND I I I . i WATER LEVEL Eli .�,. _ #3 HOR1z. � „ i„ i-3ii-IT •+- I I '• " `�. BARS @ 12" O.C.• •. `• � '• AND UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. NICHE .�-- 18 c, 1. THIS PLAN IS THE WORK OF THE ENGINEER AND SHALL NOT BE REPRODUCED, COPIED, OR OTHERWISE USED =I I .:+4 as b" MIN. p -� #3 AT b„ O.C, �-) 5' R=2'-6" MAX. NEC APPROVED 3 It WITHOUT HER PERMISSION. >- SECTION �' VERT. STEEL @ TOP OR ,a R=1 -0 MIN. CONDUIT • •.4 ' - STRAIGHT WALL ." TOE OF "� '� 3'_Glo :� DOWEL INTO EXISTING z : THIS PLAN IS INTENDED FOR USE IN THE FOLLOWING CITIES ONLY: b" MIN. I #3 VERT. BARS �• •.f SLOPE T ~ CLR. � „ NEW POOL WALL OR d "� " c _ SPA ''! i ADD #3 BARS AT 12 O.C. LONGITUDINAL PALM DESERT, CATHEDRAL CITY RANCHO MIRAGE THOUSAND PALMS �. 18 LAP AT 12 O.C. �' b n SPA {' FLOOR WITH PALM SPRINGS, AT TRANSITION EPDXY '" "` .;,• ;- FLOOR a..,:� LA QUINTA, DESERT HOT SPRINGS, INDIAN WELLS, YUCCA VALLEY AND INDIO r. RECESSED ; ' ,' ADHESIVE ! LIGHT =�1 I C, REINFORCE GUNITE WITH #3 BARS "' - '� c I _ #3 AT 6" O.C. � ° ' z ..:- - NOTE: PROVIDE (2) ANTI -•VORTEX b" TYP. FLOOR l @ 12 C}.C. BATH WAYS `y� SPECIAL 7 z _ BOTH WAYS i1,•:: '; ' ..! '�...;..: �::�. DRAINS. ONE LOCATED IN SPA FLOOR I cn -- PROVIDE (2) ANTI -VORTEX DRAINS -D INSPECTION I -,�O ESS11y. b MIN. • y . .. SECT ION Wl #3 WITH NSPI-APPROVED SUCTION COVERS. , . ; ,. .Y 7' �? # �c �l AROUND NICHE AND ONE LOCATED ON SIDE OF SPA SEAT a . RE0 D o f.• P LAND F'A S`T` L R Et NG f'.A� IN.. V� .� @12 O.C. E.W. LOCATE DRAINS EQUAL DISTANCE' �, -, cn a I r 1� I I :�• 3" ABOVE SPA FLOOR, PER IAPMO POOL - ' --.:: NOTE: INSTALL HYDROSTATIC VALVE AND _ y APART FROM! OUTLET PIPE. I$" MIN. ,� AND SPA CODE. SEE TYP. POOL ROCK PACK AT LOW POINT WHERE REQUIRED ��I :' - ° ' ' �,,, No. 33446 �; -.• . I EXISTING POOL LAP (TYP.) b MIN. C] r 2--#3 BARS SECTION �'. - BY HIGH WATER TABLE. l � _� • • ' � "�'� WALL POOL CONTRACTOR: H . 06-36-60 PO TR Exp �.. 1 RECESSED TYPICAL SPA SECTION •.. I - LOCATE DRAINS AT LOW POiI~°T, LIGHT I + MAIN DRAINPIPES SHALL NOT �- #3 DOWELS AT 12" O.C. VERT. AND ADDRESS: 9 ALTERNATE: •' ' HORIZ. (MAX; TYP,) OR USE G �-1 ELEVATION �-- '- � -- NICHE PLAN ENCROACH INTO GUNITE SHELL. �.� EXPOSE EXISTING STEEL SPACING IN DETAIL #I f`OR POOL IT T� Tw SPA ADJACENT TO POOL. STEEL AND LAP I DEPTH GREATER THAN 4 FEET. 18" MIN.' PLAN VALID.ONLY. WITH SECTION AT LIGHT BOX SKIMMER NICHE DETAIL � RETROFIT TIE STEEL . BLUE WET STAMP AND I3 TYPICAL LONG fTU►� IiAL SECTION DATE. I 1�7 1 ENGINEER'SSIGNATURE a °.. JOB NO,: TEL. NO.; IN BLACK INK ON FLAN CREATO 06 F'MRUAxtY 2008 4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH HEALTH AND SAFETY NOTES A 1/2" MIN. NON -EXPANSIVE, NON -POROUS -FELT OR SIMILAR MATERIAL.. I. POOLS WITH DIVING BOARDS SHALL MEET THE NSPI DIVING POOL GEOMETRIC STANDARDS 5. LEVEL TOP OF BOND BEAM WITH ACRYLIC GROUT AND• PLACE 15# BUILDING FELT OR 4 MIL.. . AND OR LOCAL CODES, VISQUEEN ON TOP. DECKING MATERIAL MUST NOT TOUCH COPING OR BOND BEAM. COPPER BOND WIRE - COPPER BOND WIRE REQ'D PER 2007 CALIF... ATTACHED TO POOL STEEL RE00 PER 2007 CALIF. ATTACHED TO POOL STEEL FOR POOL_: 5'-6" TO 8' DEEP TABLE 2 2. PUBLIC ovLs REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ELEC. CODE SHELL AND DECK ELEC. CODE SHELL AND DECK I-IGI"IEOWNER i I` 1 LL ADJACENT TO POOL - SHALLO�N END ARTICLE 680 BONDING GRID ARTICLE 680 BONDING GRID BOULDER SIZE `P" PAD SIZE "W" "D" STEEL "X" BARS 24". DIAM, 777# 36" SO. 14" #3 AT 3" Q.C. 36".IMAM, 2609# 4811 SQ. 1411 #4 AT 611 O.C. 48" DIAM.0 6198# 60" SQ. 14" #4 AT 4" J.C.