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HomeMy WebLinkAbout122006 . � �0Dc GLEME NEW SWIMMING POOL BA ' '" ER AFFIDAVIT Ordinance#2046 Please type or print: Date 10 /1-1 / ` `/ Property Address Co ) b 5 N <'1 7 t or Name of Property Owner P I\ c Y e r v. Hi h o o S I. , _ No children less than six years of age reside at this address. �. ❑ A child under the age of six years of age resides at this address. (If this box is checked, identify method of secondary pool protection.) A. ❑ We will provide an interior fence and enclosure around the_ pool as _ required by the Glendale Pool Barrier Ordinance. B. ❑ We will provide exterior fence and enclosure protection with secondary protection as checked on reverse side of this affidavit per the Glendale Pool Barrier Ordinance. (Complete Reverse Side) City of Glendale Development Services•5850 West Glendale Avenue•Glendale,Arizona 85301-2599•Phone(623)930-2800 www.glendaleaz.com ne> kVI," Ott r 1. The pool shall be protected by a motorized safety pool cover, O 2. Doors-and windows protected. O 3. The pool shall be proteeted by an alarm maintained in or on the swimming pool. - - — 4. TheaboVe grotind-sviiiiiiiiiinj pool shall have a ladder secured. O 5. Locking hard safety.cover on the spa or hot tub. O 6. Alternative protection.not specified above which is attached to the plan submittal and submitted for approval by the bUilding zyith? n!',70c,S /0(1'7 ,Y.Narae of Honneolhtner1Piiht): Rain 'er Sip at:1 Date /19 Pool Contractor(Print) Contractor Signature ate SIGNATURE OF OWNER MUST BE NOTARIZED State Of Arizqla County ofMaricopa On this 17 day of n,tr, e_ie , 20 ICI before me personall apPeared. (name of Sigher), whose identity was proved to me on th6- asis of satisfactory evidence to be the person whose narne is subscribed to in this document, and who acknowledged that he/she sighed the above/attached dc.)putnent.. BNATRApuJbEANbc ADrillzoRnBaIN teat/6 02461. Ca4 60/Df°MrYaricooa County • )61• 7. My Comm Expires Dec 28.2021 COy Of GionOlti, NYelopmepi SbNiCeS 500:Wu, qen(101P,W.1.04111•Glendalu,Ariiona 8S301%21199•Ptionu(623)930-2800 wwW.plundpioaz c9,11 AMMTEC CONSUINAN1 S, PLIAD CONSL'IJTING ENGINEERING SERVICES October 21,2019 City of Glendale Building Department 5850 W. Glendale Ave. Glendale,AZ SUBJECT: Hinojos Residence Pool 6105 N 47th Drive City of Glendale,AZ RE: Model Plan No. 182018 - To Whom It May Concern: AMMTEC Consultants,PLLC. (AMMTEC)grants permission to Dolphin Pool Construction Co. for use of model plan no. 182018 on file with the City of Glendale Building Department. This plan may be used for the Hinojos Residence Pool,at 6105 N 47th Drive Glendale,Arizona only If you have any questions, please contact me at 480-927-9696. Notes: - * It is the permittee's responsibility to provide a copy of the approved standard plan on site for - construction and inspection purposes. * An on al signed copy of this letter is also required on site for construction and inspection purposes. This review shall lsot pr Ant the Building f, Sin r. y, _Official from thereafter Tracking the correction ' ►irk ii 5! CONITIMANTS of errors Lr7 said plans, specificatio-is, data and .l' A construction when in violation of any codes or -; "ill , zz a ordinances it affect. � � t E 1 ED FOR CODECOM UU rE ,z " 0895 ALAN E.MONEY � Building Safety Qilf ;afl, City 0f I C55. .9 siGNED By ONA v 20 DSC# : i�wo 4c, ®. .�- , ! Aires 12i341 / Alan E.Money,PE I Date—Li. e :1': f f.l �.: b Senior Engineer BY, 2447 W 12th Street,Suite 1 Tempe,AZ 85281 Phone:(480)927-9696 Fax:(480)927-9797 Dolphin Pool Construction Co. Y EXISTING 6' This review shah not pr ..ent the Building i BLOCK FENCE • Official from thereafter rquirinq i .cnrre lon,_._._. ' of errors In said plans, si,ecifice ' is t�, t ► { min 82.0'—�— — —1 construction when in violation f any codes4itEASEMENT ordinances it :ffe t EXISTING SEWER ;• =I 1 COP ® i EXISTING 6' REVIEWED �I `A -', EQUIPMENT BLOCK FENCE ���� ��iajA EF. � t15N 'E Cvt�15cfIii6'ci,� LINE 'I ByBuild . vs , II -� fe ga �� t Cit�y58tC15TIN6 ,� rI 1 GLE DPI ®F, AR ' D ATGTUE —2I'-I" I .i ri 10' Esc : / 0�Cn P1'-7"1 .- Z. ,-4-_ or.`.L - . !�,.,__ _.� ! ��� 1 1OVER HEAD ELECTRIC ..� 1 I \ i' i u u I 1 EXISTING 6' EXISTING 6' STORAGE GOV. PATIO j I BLOCK FENCE BLOCK FENCE I (E) /SG/5L.RV GATE ELEG • 1 1 1 RESIDENCE I Iik' • Q I MAP NORTH A I I EXISTING I NAT. GONG. 1 I SLAB 1 I EXISTING \ ian I o ' SAT. GONG. ` i.l"l LI 1 DRIVEWAY I a... 1 � 1�t�. BET ANY HOME 0\4 ,.: 1 y ',. 82.0' v® __Ile CM GMNIIIM IMP IIM 111=111 INIII=111111M MIIIIINIIIIMM IMI MO 0/11/ /////1 de. N. 47TH DRIVE d 20635 N. CAVE CREEK ROAD PHOENIX, AZ 85024 1"=20'-0° B5 ROC 094365 602.569.6336. OFFICE • 0 5 10 20 602.569.9162• FAX i u i n i u WWW.DOLPHINPOOLS.US P00�D\MF.tAsmS I5-0 X 30—0 X Iq—D CUSTOMER NAME M/M DELFIN HINOJOS SPA SPECIFICAT\ONS POOE SPECW\CAT\OHS CROSS SECTION ADDRESS 6105 N. 4'1TH DRIVE AREA AREA ' 400 _______ _ cgs( GLENDALE Z\P CODE 85301 pER1M PERM DO 8'-6' HOME PHONE 602-334-013cl AST. PHot,E 602-354-Ig84 GAUSAs GAUoHs 13,500 e PARCEE # 146-24-022 km it \.A. \.A. '160 slso \S\ON NANGY KAY ESTATES DECK DECK 322 —� 0 4 Au. # 253IA DATE II-II-Iq • I STORY RESIDENCE PROPI=RTY LINE ,/-/ COVERED PATIO EXISTINS b' BLOCK FENCE. \I 121-6" N.T.S. qr-0" 28'-6' 12'-2" X COVERED FINISHED -PATIO P.P. DECK BEYONDApE POOL = o WATERLINE sz, x POOL SHELL YAW SECTION A I/8"=I'-o" ' usTOMER NAME WM DELFIN HINOJOS aooREss 6105 N. 41TH DRIVE cm SLENDALE mP cum 85501 . HOME PHONE 602-554-01561 AST. PHONE 602-354-1g84 PARCE1 # 146-24-022 to #b PERM\ SLENDALE summsm NANCY KAY ESTATES 1S1 DRAW II-11-Ig MAP NORTH A `�t0 ,, 20635 N. CAVE CREEK ROAD PHOENIX, AZ 85024 B5 ROC 094365 602.569.6336. OFFICE 602.569.9162• FAX WWW.DOLPHINPOOLS.US DETAIL A-TYPICAL POOL SECTION Column 5-A 5-B NOTE:ALL POOL,SPA,AND WATER FEATURES SHALL BE BUILT ON FIRM UNDISTURBED NATIVE SOIL OR Soil Category A'; B', ENGINEERED FILL COMPACTED TO A MINIMUM OF 95%MAX:DENSITYAS DETERMINED BYASTM D698 Pool Depth 5.0 ft. 5.0 ft Depth(ft) ab, tg, ab to FOR ADJACENT HOUSE FOOTINGS, 0.0 0 6 0 E RETAINING WALLS.ETC.DOES NOT 0.5 TYPICAL POOL 3'T011'DEEP INCLUDE PROPERTY LINE SCREEN WALLS 1.0 SEE NOTE 2 1.5 2.0 MINIMUM REINFORCEMENT L 2.5 #3 BARS SPACED A< _3.0_ 12"O.C.E.W.(TYP) -•-•- -•- - ...._•_•-•- - p 3.5 J �c V4C_ 4.0 i -�-f-,- 4.5 7 1'MIN RADIUS 5.0 0 6 0 7 SEE NOTE 15 5.5 1'ID3'RADIUS FOR POOLS LOCATED WITHIN ._.-. 6.0-•_•-•-____._ -_-•-•- SEE NOTE 15 WASH AREAS SEE FOOTNOTE 6.5 -� #1.FLOOR REINFORCEMENT 7.0 ,p�j�pgk�, SHOULD BE INCREASED TO 7:5. NAICIeh� #3 BARS ON 6"CENTERS 8.0 EACH WAY. 8.5 9.0 FOR HIGHLY EXPANSIVE floor 0 6 0 6 EXTRA TRANSVERSE A.< SOILS,FLOOR SHALL BE REINFORCEMENT--#3 POOL SHELL SHALL BEAR REINFORCED WITH 10'LENGTH SPACED ON #3 Ct 6"O.C.EW. 12"CENTERS BETWEEN ON NATIVE SOIL OR FILL COMPLETELY Column 10-A 10-B MAIN BARS,CENTERED ON TRANSITION COMPACTED TO A MINIMUM OF SOLI Category A', B'2 (MAY BE ELIMINATED IF NO TRANSITION 95% (1)#3 DIAGONAL E W.-AT EXISTS) DRAIN SIMILAR TO LIGHT Pool Depth 10.0 ft. 10.0 fi NICHE DETAIL Depth(ftJ ab' tg' ab tc LONGITUDINAL SECTION 0.05 0 i 0 0.5 NOT TO SCALE 1.0 _ 1.5 2.0 2.5 • 3.5 1 1 4.0 MIN.PERT REIN.#3 `POOL DEPTH"IN FEET 4.5 M 12"O.C.FOR N.ADDITIONAL (AS MEASURED FROM 5.0 VERT.REINF(REFEREE)TO TOP OF POOL) 5.5 AS ALTERNATE BARS[ab]) ' 'm."gym= -D 6.0 >! 1 SEE SCHEDULE sF"" -.1 6.5 2 2 7 7.0 7 8 STANDARD HORIZ REINF. 7.5 8 9 #3 C�12"O.G. • -2 8.0 8 110 8.5 9 11 <--3"MIN. -3 9.0 9 11 1.TO 3'RADIUS THICKNESS OF • ( ) --4 -.-.-.9.5 - - - - -9 1,2 SEE RADIUS NOTE 15 -1► 10.0 2 9 2 112 GUNITE(t) -5 10.5 FOR POOLS LOCATED WITHIN S\EE5 CHIDULE WASH AREAS SEE FOOTNOTE 11.0 #1.FLOOR REINFORCEMENT -6 - SHOULD BE INCREASED TO ri---iill floor 2, 7 2, 7 #3 BARS ON 6"CENTERS -no-//6 -7 S I IZO EACH WAY. s - 1®��■S!' FOR HIGHLY DPANSNE • -4 .j gi -9 SOILS,FLOOR SHALL BE imjm rOr REINFORCED WITH rvr��re f -10 G � #3C�6"O.C.E.W. lir • GUN IT • •<_ (tg)SEE SCHEDULE• -FLOOR IIEIN FORC f - M1IN. I SECTION A A' DETAIL COPYRIGHT®2018 AMMTEC NOT TO SCALE DESIGNED BY:AEM REVIEWED BY:MK DATE:09/30/2018 RE Glendale PLAN IBC2018AZ DF ;INFORCEMENT AND GUNITE THICKNESS SCHEDULE . . 5-C 6-A 6-B 6-C 7 A 7-B 7-C 8-A 8•B 8-C 9-A 9-8 9-C C', A', B'2 C', A', B'2 C', A', Biz C', A', . B'2 CI, ;:0 ft. 6L0 ft. 6.0 ft. 6.0 ft. 7.0 ft. 7.0 ft. 7.0 ft. 8.0 ft. 8.0 ft. 8.0 ft. 9.0 ft 9.0 ft. 9.0 ft b, .tg ab tg ab tg ab tg ab tg ab tg .ab tg ab tg ab tg ab tg ab _ tg ab tg ab tg Depth fit) 1 6 0 6 0 6 1 6 0 6 0 6 1 6 0 6 0 6 1 7 0 7 0 7 1 7 0.0 0.5 1.0 1.5 Z.0 2.5 0 0 0 1 0 0 1 0 _ _ _ _0_ _ _ 1_ _ _ _ _ 3.0 4.0 6 6 4.5 I 6 7 7 6 7 5.0 7 7 7 1 7 8 T 7 5.5 _._._._. 0_._6 _ 1 _ 6_ L._. 7_._ _._._._._._._8 7 7 2E 7 27 8 6.0 1 6 1 8 2 8 7 I 8 9 8 9 1�1* 7.5 1 7 2 8. 2 9 9 9 1�1* 8.0 9 10 11i* as 1 9 2 10. 2 14* 9.0 I6- 7 0 6 16 6 16 7 16 6 1, 6 2, 7 1, 6 2, 6 2, 7 2' 6 2, 7 2, 7 10-C- -11-A- 11-8- 11;C FREESTANDING WALL(Both Normal and Expansive Soil)" C', A', B', C', H 1 J K I M Column ter-•c 1.0ft. 11.Oft 11.Oft. I1.Oft H=2.0ft. H=3.0ft. H=4.0ft. H=5.0ft. H=_6.0ft'•7•-.- "'_- b t ab t ab t ab t ab T T ab T T ab T T ab T T2 �4 `: t"- 7 0 7 0 7 1 7 0 3 4 0 3 4 0 3 4 0 3 4 'I s= I Ka27AT THE = D DE 1L LE TO CI 0 GL: DALE IASPE;T ; f ,C' i'`.G HOUR. jS r ; SH441,,_ 0 •N t -'Ig Rd Win:OUT) 1 _ 1 ._._._. 2 _._.4_ _._. 4 • S •'_ VAL. 3 5 5 , S--n - ` ._' .-g= _.... r 4 I 5 4.5, 1 6 5.0 7 7 3 5 7 5.5 8 110 8 -..-8 : 4n.•�: s:.r- _�.A>sta .::.^fs C `� 6 7- - - - 6.5 0 7.0 11* 7 9 i• 4,..•44 �� v ,; a F� r 7 8 12* 7.5 iEc � 11* 8 IO 4r_� 1 di,. g �,_ - 4 it 4t- fi ,52I 3 8 2 3 9 2 3 12* 8.0 11* 9 i1* 3'¢rOT ., . _ lry 31-c •; , ,. G-, ,,-5 .,- 8.5 •- 1z* 1b 2 TI2* 'iISfl$ t1d.P1? a v�'..G itifAblexceedo:l0. a.aec2nd an_curti' _of-._•- -•-•-•-• •-•-•-•9-0_•-•- 1l2* 11* 1I2* 12* t� A hen 1f$h rriconaiyt�rnq:tf,rZ e 2"0 C.Each way oh 7uld 10A 11* I 112* 112* 0 PdSAaali15"fro{nk waterside fjoo of aunite 10.5 11.0 2 B 2, 71* 2, 7 * *'II f iP�(,.05rU'X el 1 I3v i, A_,,,hi ! 1p`I$ `2; 3 3 2, 3 3 2, 4 floor 8 � Lei �1 J•,b hi -� ) A 1y BLil0it', Safe" DivIsicn, City 0 ;` 11) I 1 GLENDALE, ARIZCN. t { F & DSOS: /6 °".„. 2.7,7, 11.,, 1 I do CI a u 3089• _ � ,. ALAN dC]4�A ems + o MON-'Y �;:.s ��F mug 01��0 3ULTANTS,PLLC 4,Q S/GNEo/ p 1ZONA 0 s• PLI6C 2447 West 12th Street FkAtes 121310° A31Ste#1 Tempe,Arizona.85281 PLAN NOT VALID UNLESS BEARING ORIGINAL D09/30/2018 if Ph:(480)927-9696 !■ Fax:(480)927-9797 STAMP AND SIGNATURE OR COPIES INCLUDING �!: 'ING # 1 OF 1 ammtec@ammtec.com MUNICIPALITY APPROVAL STAMP AND NUMBER ' FOOTNOTES TO REINFORCEMENT&GUNITE SCHEDULE E. 1' MIN 1. Soil category A considered normal soil GP,GW,SP,SW.Assumed to have the following properties: Unit Weight=120 PCF As classified by 2018 IBC Table 1610.1 ■■ 2. Soil Category B considered expansive soil SM,SC,ML,CL or normal soil with.a 2:1(H:V)slope.Assumed 'I� S.MIN GUNITE to have the following properties: E I ALL AROUNP Unit Weight=125 PCF As classified by 2018 IBC Table 1610.1 3. Soil Category C considered critically expansive soil or expansive soil with a 2:1 slope.Assumed to have the Ote'. I' MIN following properties:Unit Weight= 125 PCF As classified by 2018 IBC Table 1610.1 '.,a 4. ab,Alternate Bars(#of vertical alternate reinforcing bars in addition to#3 @ 12"o.c.) 5. tg,Thickness of Gunite(minimum gunite thickness,inches). 6. Continue alternate reinforcement 1.0 ft.past end of radius into pool floor. 7. Continue alternate reinforcement 2.0 ft.past end of radius into pool floor. 8. Continue alternate reinforcement 3.0 ft.past end of radius into pool floor. t 9. Continue alternate reinforcement 4.0 ft.past end of radius into pool floor. • 5EE 10.Site Conditions that require the use of a freestanding wall usually involve construction of the pool on or near (4)#3 SCHO.) a slope.If the toe of the freestanding wall is within 10 feet of a slope greater than 5:1(horizontal to vertical) VERT.REIN. or if the excavation for the pool is not carried through the generally looser surface soils,the engineer should ex 12",0.C. _ II n 3 be contacted to determine in writing if a site specific soil' investigation is warranted. ,a " ORZ REIN.#3 ea.5"O.C. (single cagy wall only) GENERAL NOTES 1 Soil category A soil.Non expansive soils assumed to have the following properties: Equivalent fluid pressure=30 pounds per square foot(PSF) Unit Weight=120 PCF 90 4,4 d4 Soil Category B.Expansive soils assumed to have the followingg ppropperties: 6" ''m''�°� Equivalent fluid pressure=45 PSF Unit Weight=125 PCF .ap 15'(typ) Note OrientatIon& Soil Category C.Highly expansive soil assumed to have the'following properties: iguration may very such that Equivalent fluid pressure=60 PSF Unit Weight=125 PCF num spacing,lap,and clearance to 2 For the following adjacent structure:footing distance for a one or two story structure(L)away from pool edge,add the re maintained. indicated"surcharge"to the EFP when determining additional reinforcement and gunite requirements from the above OPTIONAL:Babe of waterfall may be built schedule:(Applies to footings which run parallel to pool wall)(Does not apply to non-retaining screen walls) up using standard weight CMUs grouted L=0 to 1.9 ft.,check w/engineer,may require special engineering scud(relnk steel not required fn CMUs)or L=2.0 to 4.9 ft.,add 30 PSF to EFP with real rock as shown. L=5.0 to 7.0 ft.,add 15 PSF to EFP 3 Gunite shall be proportioned and placed according to IBC 2018&ACI 506. Cement to aggregate,in dry weight,shall not be OPTIONAL:Construct -1 slab atgrade Braised less than five to one. 4,:1 1 I as appropriate rropro�to site 4 D0.esign basy e ont28 aday compressive istrrengtho be, used. psi. Type V cement only. If water soluble sulfate in soil is less than I 1 1 Construction of both an 5 Reinforcement steel shall meet A2,500STM A615-40. Lap splices shall be at least 40 bar diameters. All bends shall be sharp. 143"at gradean41-m15ed slab IBC 2018 shall be used as a guideline. is not required' 6 Rebar placement should be such that the distance from the inside grout face to rebar should be a minimum of tg minus 3 ,-! I e- inches. ---', 7 1(one)alternate#4 bar may be substituted for 2 alternate#3 bars. 8 For areas where a ramp has been excavated and backfill is not compacted to a minimum of 95 percent of the maximum dry SEE NOTE 12 OF GENERAL NOTES,OR density of the ASTM D698 Compaction Test.Reinforcement should consist of#3 bars at 6 inch centers,each way(both Engineered fill compacted to at least horizontal and vertical). The extra horizontal reinforcement should extend a minimum of 3 feet past the edge of the ramp 907 of max dry density per ASTM 01557 Test Method or lean concrete,or excavation on either side. Minimum cover of gunite over the reinforcement on the outside of the pool should be increased gunite from 3 to 4 inches. Z REINS a3®i-D.c. 9 A pressure relief valve shall be installed in pools located in areas where the ground water table or potential perched water BOND (ROCK) intersects the pool during any period of any given year. DTC7iED AISE EITHER D BEAMORAT GRADE 10 Up to 2 inch diameter pipe may be placed in the lower outside corner of the bond beamprovided a minimum clearance equal IOT TO SCALE to 0.75 times the nominal maximum aggregate size(i.e.,1/4 inch for;gunite and/or shotcrete)is maintained between the pipe and any parallel reinforcement per IBC 2018.If metal piping is used and is placed in gunite,it shall be wrapped with NATE BOND visqueen or heavy brown paper,except where it passes perpendicularly through the gunite. PLACEMENT 11 Soilshall have minimum bearing value of 1,500 psf. 12 Gunite shall be placed on or against firm undisturbed soil. - MN,SOIL COVER 10"OVER 13 If expansive soils(clays)are encountered,the sides and bottom of the pool excavation must be in moist condition T GRAVEL(APPLICABLE 10 RBB GREATER THAN 24 ..immediately prior to placement of gunite. 14 If slopes are greater than 2:1 or if slopes are encountered in expansive soils with raised bond beams,the engineer should be contacted before proceeding. 15 Minimum radius for wall to floor transition for straight walls is as follows: t314"CRUSHED ROCK (APPLICABLE TO R85 GREATER Depth,ft. Min.Radius.fL Depth,ft. Min.Radius.ft. THAN 24") 5.0 1.0 7.0 2.0 . 6.0 2.0 8.0+ 3.0 '' 2"MIN.DIAMETER DRAINAGE PIPE-- 16 All electrical shall be securely grounded before gunite is placed. SLOPETO OPEN DRAINAGE AREA (APPLICABLE TORSB GREATER THAN 17 All applicable state and local laws and codes shall be followed. 24") 18 Any condition not specifically covered in this plan or unusual conditions encountered during excavation shall be brought to the attention of the engineer before . e-d', 1� �60ND SEAM 19 If the raised bond beam portion exceeds 2.0 ft$ and serves as a retaining wall for soil, /! u��'�`_ the raised portion should have wall drainage installed as shown to prevent build-up ,/e�- SEINE (4)- of hydrostatic pressures. me°a ioF 1 D \'e #3 SAR5detail is used due to the presence of loose fill soil on the y 4 20.If free standing wall LTERNATE LOCATION outside of the wall,then inside thickness of gunite (TT)should be as indicated y 3089' `- F SONO SEAM BARS in the above REINFORCEMENT AND GUNITE'I'HICKNESS SCHEDULE."minus 3.0 inches. I ALAN: . PP to Installation of sheer 21 Minimal Bond Beam maybe used with sand,gravel or rock soil conditions only. MON`Y 22 For pools in excess of 50 feet and up to 75 feet,add longitudinal rebar at 6 inches O.C. ('T , r 23 Max spa length 30 feet. �l' piping not required for raised p g �Si inhs. q 24 Pool shall be maintained full of water except during change of water or similar short q,4 GNED �• ISED BEAM term maintenance activities. /ZONA t) SED BONDE 25 PLAN: IN COMPLIANCE WITH IBC 2018. O TO COPYRIGHT(P 2018 AMMTEC=CONSULTANTS,PLLC Expires 121911rti 0.1 DECK SLAB/ EXPANSION JOINT- 6' Max t 3 Max COPING (COPING ONLY) t SPACING MAY VARY 17" 1"MIN.TO STEEL 4"Mlr VINYL 2"Min (s1A3 oNu) 70fCts41111k\_ c� NOTE VERT& _ e. rs Mln ii--v��' 2"Min HORZ REINFMAY �i�� 6" =� b' ` L. BE O ET TO _� •e Ram 12' #38 f2 PROVIDE PROPER .� ALIGNMENT AND 1Z' SEE NOTE 10 r SPACING FROM �LIGHTCANTO Ma. ,�, REINE. Max —FOR POOL WALL STEEL (T (4)#3 BARS REINFORCEMENT AND (TYP FOR ALL GUSTS REQUIREMENTS SEE BOND BEAMS) DETAILS 5-A THROUGH 11-C (4)#3 DIAGONALS DETAIL N:TYPICAL BOND BEAM OF STANDARD PLAN CAN11LEVER DECK OR COPING DETAIL R:CARVED-ROCK ON BOND BEAM NOT TO SCALE 'NOT TO SCALE DETAIL O:LIGHT NII NOT TO SCALE EXPANSION JOINT- SPA WALL DECK SLAB/ HORZ.AND t COPING (COPING ONLY) EXPAN510N JOINT SCHEDULE VERT-REIN (SEE #3 G 12"O.C. SCHD. VINYL -� DEPTH OF SHOTCRETE (double cage (5LA0 OONO) �Mile msc1O, WATER(H) THICKNESS wall optlo�lal) Fill Pr' SEND DOWN ®' (2)#3 FEET T INCHES ar BOND BEAM �, 3.0 6 (iypt ' REINF. \� 3.5 6 • BOND BEAM REWF. , #3 BAR BEND 4.0 8 all PIPING NLWALL (3)#4 BARS A5 SHOWN 4.5 10 12" 5.0 10 MIN _ (T1'P) i rill NOTE •Vertical Reid#3 012"O.C. POOL SHELL Ma 'Greater wall thickness(T)or . DETAIL V:MINIMAL double curtain reinf may be used If NOTE:Spa may DETAILS:SKIMMER required for aesthetics or be built with pool BOND BEAM NOT TO SCALE plumbing. or as freestanding/ Double curtain mid required for DETAIL T:SPA (SEE NOTE II1 FOR APPIIGTION) NOT SCALE above grade walls exceeding 10 spa an grade NOT TO SCALE Inch thickness. 2)#3 Optional Wok Pot w/Rock. 0 FOR SPACING AND SIZING MORTAR ALL ROCKS IN PLACE water,etc.Max 1.000 lbs. OF VERTICAL REINFORCEMENT WITH CONTINUOUS MORTAR n Mortar In place w/ AND THICKNESS OF GUNITE JOINTS AND MORTAR BED SEE APPLICABLE DETAILS 5A continuous bedding Joint THROUGH 11C USING TYPE"C MIN.VERT.REIN#3 012"O.C.FOR ADDL VERT: �2" HORZ..REIN. SOILSFOR TSFFECTIVEPOOL A REINF(REFERRED TO AS )►�#3®8"O.G. - ALTERNATE BARS lab] -_ SEE FREESTANDING WALL - " SCHD. H ��' `EFFECTIVE POOL _ DEPTH"IN FEET 4--1;(SEE SCHD.) x (ROM TOP OF-T,(SEE SCHD.) cs RETAINED SOLE i0 z ` • 1 ?, BOTTOM OF POOL) ` �I CARRY VERT.REINF.TO I r 5EENOTE 12 OF I MIN.3'PAST RADIUS �t�9" GENERAL N01E5, ROCK PLACEMENT �.` 1 c 211•7—"�Og Engineered fill za• FOR CASCADE 1 compacted to at #3®12"OG EW MAX WATER FEATURES ', . i least 98%of max 'IPA •pUonal:Min 6" OR OVER 0 18"MIN dry denalty per CMU w/#3 Vert o 012 1- . . . • ASTM P698 Test Reid 016"OC, r - = Method or lean Horz Rtlnf#3 V e . t. __, —)t T,(5EE SCHD-) concrete or gun to ®24^OC, — '/!_ r 2'MIN T,(SEE SCHD.) grout solid :�\l TRANSITION TO DETAIL U: E FLOOR THICKNESS FREESTANDING WALL DETAIL P:PILASTER_ _ __ - .-- - DETAIL W:RAI! NOTTosuLE (4)#3 BARS" 'Y &WATERFALL! NOT 70 SCALE t (SEE SCH.) "EFFECTIVE POOL DEPTH" IN FEET(AS MEASURED HORL AND VERT. REIN:THIS SIDE FROM TOP OF RETAINED SOIL #3 t2"O.c. TO BOTTOM OF POOL) / A • NEGATIVE EDGE VERT.REIN.THIS_' a, VERTICAL WALL SIDE(SEE SCH.) ■ P 3-111-"4111-- FOR SPACING AND © VERTICAL REINF. © 3—� '� 6"4 . (2)#3 SIZING OF VERTICAL :1:4eis'i," �(;V� WATERSIDE [(ILA] • • F — REINFORCEMENT ANDw' HORZ REIN.THIS m THICKNESS OF GUNITE " SIDE#31012"O.C�y e _______2.. � '= c W' • y .. SEE APPLICABLE DETAILS CORRESPONDING TO TOTAL rra ' !1 • io HEIGHT FROM POOL SHELL ,� • CARRY 6"CENTER • " V v r FLOOR TO TOP OF BOND BEAM ��i 6.0 #3®6"O.C. 9 p OF VERT.REIN.TO (COLUMNS 5-A THROUGH 11-C) MIN.3'PAST TANGENT . 6" 0''',.. 7.0 #3 CO 6"O.C. ® OF MIN.2'RADIUS VM f\\YCGYXYA 8.0 #3CO4"O.C. MIN.LAP 15" / y #3 CP 12"O.C.MIN 24"LAP EACH END NOTE: 1.Raised Bond E r! _ decent. 6" �♦ 2.Drainage grab DETAIL Y:NEGATIVE EDGE bond beam ur T -01 3'TRANS 1'— NOT TO SCALE DETAIL -