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07-0088 (RPL)P.O. BOX 1504 4 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 07-00000088 Owner: Property Address: 53782 VIA DONA MOBLEY RONALD W APN: 777-420-015- - - 305 S. GENIUS Application description: POOL - RESIDENTIAL PAYSON, AZ 85541 Property Zoning: LOW-DENSITY RESIDENTIAL Application valuation: 30000 Contractor: Applicant: Architect or Engineer: CF3 LUXURY HOMES INC 122 N. 2ND ST, A-404 PHOENIX, AR 85004 N (602)377-5102 I/ LiC. NO.:: 874172 ce 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 Class: B / License N^--A�41172 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions 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 ($500).: (_) 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.). (_ 1 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.). 1 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/05/07 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ST. PAUL TRAVEL Policy Number 17859010 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, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Lab Code, I allfo hwiitthh comply with tth grprev'siioons. DateV pelican /it<,{/Y v —'l\ WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, 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, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work 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 county ordinances and state laws relating to building co struction, and hereby authorize representatives of thi Icount tno enter upon the above-mentioned//�{�\pperty for in ectio urposes. .tet/ V � Si ure (Applicant or Ag911f1!I/ /'Li i Application Number . . . . . 07-00000088 Permit . . . MECH POOL Additional desc . . Permit Fee . . . . 26.00 Plan Check Fee 6.50 Issue Date . . . . Valuation . . . . 0 Expiration Date 8/04/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 11.0000 EA MECH FURNACE >100K 11.00 ---------------------------------------------------------------------------- Permit . . . BLDG POOL PERMIT Additional desc . . Permit Fee . . . . 284.50 Plan Check Fee 184.93 Issue Date . . . . Valuation . . . . 30000 Expiration Date 8/04/07 Qty Unit Charge Per Extension BASE FEE 252.00 5.00 6.5000 THOU BLDG 25,001-50,000 32.50 ---------------------------------------------------------------------------- Permit . . . ELEC POOL PERMIT -RES Additional desc . Permit Fee . . . . 45.00 Plan Check Fee 11.25 Issue Date . . . . Valuation 0 Expiration Date 8/04/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 30.0000 EA ELEC PRIVATE SWIMMING POOL 30.00 ---------------------------------------------------------------------------- Permit . . . PLUMBING Additional desc . . Permit Fee 33.00 Plan Check Fee 8.25' Issue Date . . . . Valuation . . . 0 Expiration Date . . 8/04/07 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 6.0000 EA PLB FIXTURE 12.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 ---------------------------------------------------------------------------- Special Notes and Comments POOL/SPA. ALARMS/BARRIERS SHALL BE IN LQPERMIT Application Number . . . 07-00000088 ---------------------------------------------------------------------------- Special Notes and Comments . PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED Fee summary Charged ----------------- ---------- Permit Fee Total 388.50 Plan Check Total 210.93 Grand Total 599.43 LQPERMIT Paid Credited Due ---------- ---------- ---------- .00 .00 388.50 .00 .00 210.93 .00 .00 599.43 JAN -09-2007 11:12 AM Bin IF Permit # a 2,'o 0 Project Address;• ;S a'L A. P. Nurn6r: Rraq- — L09:9 �otl: LaT Z coAtraotor: G F3 tru t,d Address: City, ST, Zip: Tclaphonc: (90-Z • OZ4,- State Lia M Arch., EW., Dearer: Addresa: City, ST, Zip. Tolephone: (0a • (99+ Stato Lic. #: ' • Name of Contact Person_ y Tel one # of Contact Person: V �-- Mae Sete Structural Ca[es z a Said. Enaw Calca. Flood plain Plan Gradingplin Sabcon'tactor Lbt Grant Deed H.O.A. Approve[ M ROUSE:. plantddt Approval Pub. Wks. Appr School Fces City of La Quanta Building a Safety Division P.O. Box 1504, 78-495 Calle Tamploo La Qulnta, CA 92253 . (760) 777.7012 /y Building Permit Application and Tracking Sheet V (Ar CbN A Owncr's Nart . 1 � 01 Address: x,05 S left . AGLAnir.- k Lic. M: Project Description: P. 02 Construction Type: C�ccupanvy; Project type (circle one): New ..Add'h• Alto• Rq)& Demo 1.11 G1Pt Sq. FL: # Storks: # Units: ' Estimated Value of Project: 30 OOG APPLICANT: DO NOT WRITE BM -OW THIS UNE Recd - TRACKMG . lERM1T FEES Plan Check rubtaittei - i Revkewtd, rady tr i<rathas Called coataet Petsoo P1ars deiced tip plans resablultted V Review, ready for correctioaj&ee Called Contact Irawn ' plans picked up Pians resubmitted Review, ready [or v orrectIANKSO Called Contset Pcnoa Date of permit inue l O [tin Amount Plan Ck*6 Repo it —� Mai Rook Balance Construction Mee6aalca pdectrical Mambing S.M.Y. Grading Developer Impact Fee • 4.t.p.l. C„ Total Permit Feu • ����JMQr � S% �Qi� p� V ....t�....��.....A�..�.,.�. 'i -&m i-rnvrrriv rrui!`KNFCC C(`HF.DTTLE It,INORCEMENT DETAIL A -TYPICAL POOL SECTION Column 5-A 5-B 5-C G -A G -B GC 7-A 7-B 7-C 8-A 8-B 8{ <: 9 A 9-B 9-C NOTE: ALL POOL, SPA,. AND WATER FEATURES SHALL BE BUILT ON FIRM UNDISTURBED NATIVE SOIL OR iSoilCa o B' "Cl A B C A B - A B C A s C ENGINEERED FILL COMPACTED TO A MINIMUM OF 95% MAX. DENSITY AS DETERMINED BY ASTM D698 Pool De th ; 5.0 ft. 5.0 fL 5A ft. 6.0 ft 6.0 ft. 6.0 ft 7.0 ft 7.0 ft 7.0 ft 8.0 ft 8.0 ft8.0 ft 9.0 ft. 9.0 ft. 9.0 ft Depth (ft) a5. °; ab ab ab ab ab ab ab ab ab ab ab ab ab ab Depth (ft) 0.0 0 b+ 0 b 1 6 0 6 0 6 1 G 0 6 0 G 1 7 0 6 0 I I I I I I I I I 0.0 FOR ADJACENT H0U5E FOOTINGS, 0.5 RETAINING WALLS, ETC. DOES NOT 0.5 INCLUDE PROPERTY LINE SCREEN WALLS 1.0 TYPICAL POOL V TO 11' DEEP 5EE NOTE 2 1.5 2.0 MINIMUM REINFORCEMENT L 25 #3BAR55PACED A _.3:0._. - - - - - - - - -0 - - - p- - -._.�. .- - - �- - - - _ _. �. 12" O.C. E.W. (TM3.5 - 2 1 i 4.0 7 4.5 7 6 6 5.0 0 b 0 7 1 6 7 7 , 5.5 8 j 6 a 1 MINRADIUS 1 b t 9 8 7 5EE NOTE 15 . _ 6.0 1 TO 3' RADIUS FOR POOLS LOCATED WITHIN 6.5 5EE NOTE 15 WA5H AREAS 5EE FOOTNOTE 7.0 1 6 1 8 2 8 #1. FLOOR REINFORCEMENT SHOULD BE INCREASED TO 7.5 1 7 Z #3 BARS ON 6" CENTERS 8.0 EACH WAY 8.5 9.0 FOR HIGHLY EXPANSIVE floor 0 G 0 G 16 7 0 G 16 G 16 7 1` G 16 6 2' 7 ,1 �6+f EXTRA TRANSVERSE A' 501L5, FLOOR SHALL BE REINFORCEMENT - #3 - A MIN. OF T' THICK ` 10'LENGTH SPACED ON WI?H #3 @ 6" O.C. E.W. ' Column 10-A 10-B 10-C - 1 1 A 11-13 11-C : , ., FREESTANDIlITG WALL.(. Bath N 12" CENTER513ETWEEN A+ $�` - C' A B C H., MAIN BARS, CENTERED (1) #3 DIAG ON TYANOI 70N SOII Cat O ONAL, E.W. AT 10.0 ft 10.0 ft 10.0 ft. 11.0 ft 1 (A Vii.. 11:0 ft. ' H 2.Q, ft ii 3.0 ft ,.. H = 4.0 ft (MAY BE ELIMINATED IF NO TRANSITION DRAIN 81MILAR TO LIGHT POOI Depth " ,. Ex15T5) NICHE DETAIL Depth (ft) ab' tg4 ab tg ab tg ab tg, ab tg, ab. Ty ' ,TZ fib' T, TZ ab T, TZ 0.0 0 7 0 7 1 7 0.. . 7 0.• 7 1 a Ty 7 0 3 4 •. ' 0. 3 4 0 3 4 LONGITUDINAL SECTION 0.5 NOT TO SCALE 1.0 2.0 2.5 - 3.5 1- i 3. 1`. 1.: 3 4 4.0 3 5 "POOL DEPTH" IN FEET 4.5 4 MIN. VERs REIN. #3( AS MEASURED FROM 5.0 3 ; @ 12" O.C. FOR ADDITIONAL TOP OF POOL) 5.5 :' 7 . KEINE REFEREDTO :6.0 _ _ 1 1 _._$ . .1. ._ . 7._ _5 7. ._._. ._ _._. .4• ._ - VERT ( D•. _ _-. ri $ 2 7: 2 8 8 3 `6 A5 ALTERNATE BARS [abl) - - t 6.5 2 2 7 5EE SCHEDULE i s 7.0 8 9 8 8 I I 7.5 7:.,., 9 9 I , STANDARD HORIZ. KEINE. 8.0 8 11 1�0 8 9 9 1 4 4 1 4 4 1 4 6 #3 @ 12"O.C. 8.5 9 1 1 1�1 4- - 3" MIN, 3 11 _ �'� . . 9._ i0 - - -10 1' TO 3' RADIUS (rn') q `, 9.5 12 13 10 11 1r THICKNE55 OF' -"> 10.0 2 9 2 12 3 1�3 1�1 12 5EE RADIUS NOTE 15 GUNITE.(tgj 5 ., 10.5 12 �€E SCHEDULE ..' 11.0 2 10 2 1-12 5 1I2 FOR POOLS LOCATED WITHIN% wASH AREAS 5EE FOOTNOTE _ ; ' 6 floor 2' 7 2' 7 38 8 2' 7 2' 7 5' 8 16 3 3 16 3 3 16 3 3 #1. FLOOR REINFORCEMENT r 5HOULD 6E INCREASED TO �.. 7 #3 5AR5 ON 6" CENTERS w NJ� �/ EACH WAY. .....•., .. ., r :�' 8 MOT. FOR HIGHLYEXPAN5IVE ST�`.w1s.�••/ 501LS, FLOOR SHALL BE : _ _` 10+ A MIN. OF 7" THICK WITH #3 C 6 O.C, EW 11 LJ (tg) 5EE SCHEDULE FLOOR IR ORS 1''OF IN. 1.DIETAILL PIAN LD•q G &,,SAFETY DEPT. • 1 C ECTI NAA' DETAIL ION BY: KFM / AEM NOT TO SCALE CONSTRU REVIEWED BY: KFM �T 1® TIEN9 INCO r _ - J7 gy DATE; 08/01/03 REVISED: 01/15/04 2447 West 12th Street Suite 1, Tempe, Az. 55281 ' -- PLAN 2000AZ (IBC/UBC) DRAWING # 1 OF 1 Office: 4.50 927-9696 Fax: 480 927-9797 ormal and Expansive Soil)14 K L M olumn 1.5 H=6.0ft H=7.0ft reestandmg ab T, TZ ab T, TZ ab T, Tz Depth (ft) 0 3 4 0 3 4 0 3 4 0.0 0.5 2.0 IS 2.0 .2..S Z-•-- 2-- • 4 ---2- 4 4 3.5 2.5 5 5 4.0 1 5 4,5 G 5.0 0-- 5 1- - _•30 _ ._6.0 _ - - 2 ---p i g 12 7.5 2 3 6 2 3 9= 3 12 8.0 8.5 3.5 10.0 10.5 91.0 4.0 3 1 2' 3 4 1 floor ILAN N T AEI l S AMIP AN 45," NO. 9 m * xp. 9 30 47 MUN MATY APPROVAL 'STAMP AND NUMBER 5.5 8 1 2- 9 6.0_ - - _ _ ; g' 11 7.0 7 8 .� 9 7.5 8 2 9 9 8.0 8.5 2 8 2 1.0 2 11 9.0 27 G 2' 7 2' 7 ormal and Expansive Soil)14 K L M olumn H=5.0ft H=6.0ft H=7.0ft reestandmg ab T, TZ ab T, TZ ab T, Tz Depth (ft) 0 3 4 0 3 4 0 3 4 0.0 0.5 1.0 IS 2.0 .2..S Z-•-- 2-- • 4 ---2- 4 4 3.5 5 5 5 4.0 5 4,5 G 5.0 5 j 5.5 - ._6.0 _ -- --5 -- G 6 j 9 6.6 fp 7.0 j g 12 7.5 2 3 6 2 3 9 2 3 12 8.0 8.5 9.0 10.0 10.5 91.0 2'1 3 1 3 1 2' 1 31 3 1 2' 3 4 1 floor ILAN N T AEI l S AMIP AN URE NO. 9 m * xp. 9 30 47 MUN MATY APPROVAL 'STAMP AND NUMBER 3' Max FOOTNOTESTO.:REINFORCEMENT & GUNITE SCHEDULE _ EXPANSION JOINT - 6' Max SPACING MAY VARY DECK SLAB / (co nNG ONLY] COPING ~ X I "Min 1° Mw. ro STEEL .�<;1 1. Soil category A considered normal soil GP, GW, SP, SW. Assumed to have the following properties: 11" • H 4L 1' Mw Unit Weight =120 PCF VINYL R 2 Mrn w _ NOTE: VERT 2. Soil Category B considered expansive soil SM, SC, ML, CL or normal soil with a 2:1 (H:V) slope. Assumed (ev e oNlrl 4"Min 2"Mrn HORZ REINF MAY g " 13E OFF-3ETTo 6 to have the following properties: mw 8" a PROVIDE PKOPER a MIN 6" MIN UNITE #3®12" #3®12 " ALIGNMENTAND ALL OUND Unit Weight = 125 PCF oc Ew II �I OCE Ew 12 SPACING FROM 3. Soil Category C considered critically expansive soil or expansive soil with a 2:1 slope. Assumed to, have the LIGHT CANTO # " 1- SEE NOTE 10 12" 12 M STEEL. followingproperties: UnitWeight= 125 PCF ,31 BOND aFs M REINF Max �---FOR POOL WALL I' MIN 4. ab, Alternate Bars (# ofvertical alternate reinforcing bars in addition to #3 @ 12" o.c.) MIN (4) # 3 BARS - REINFORCEMENT ANDt� $"`' 5. tg, Thickness Of Gunite (niniinlurii gunite thickness, inches). - or (3) #4 BAKS - GUNITE REQUIREMENTS SEE ALL : DETAIL5 5-A THROUGH 11-C (4) #3 DIAGONALS 6. Continue alternate reinforcement 1.0 ft. p end Of radius into p001 floor. (TYP FOR ) XI 7. Continue alternate reinforcement 2.0 ft. past end of radius into pool floor BOND BEAMS OF STANDARD PLAN DETAIL N: TYPICAL BOND BEAM CANTILEVER DECK OR COPING DETAIL R CARVED - ROCK ON BOND BEAM DETAIL 0: LIGHT NICHE # 8. Continue alternate reinforcement 3.0 ft. past end of radius into pool floor NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 9. Continue alternate reinforcement 4.0 ft. past end of radius into pool floor i, t 10. Site Conditions that require the use of a freestanding wal 41,dally involve construction of the pool on or near SPA WALL HORz AND t sEE a slope. e. If the toe of the freestanding wall is within i0 •feet 0f a "slo `e eater than S' 1(honzontal to vertical) EXPANSION JOINT p p -DECK 5lAB / NGONL : DINT SCHEDULE VERT. REIN. (SEE (4) # 3 qr s ECHO.) Or if the eXCa.VatlOn for the pool is not carried through,the,generall _.IOOSer SUrfacp SOUS the engineer should COPING' (COPi r1 IXPAN510N J #3 12" 0.5cHD. g? 3 #48AR5 $ DEPTH OF SHOTCRETE (double cage r $ VERT. REIN. be contacted t0 determine in Wrltmg if a'. 1 Specific sOil;lnVeStigatiOL1 1S Warranted V NYL WATER (H) THICKNESS wall optional) p k #3 CA 12" O.C. P 51A3 OND) rb _t FEET TINCHES ( V1 _x 2 #3 3" (TVP BEND DOWN _ ( ) • . .ta=x 130NO BEAM = 3.0 6 (TYP) ORZ REIN. REINF. 3.5 e oPnoNAL w s #3 a" o.c. GENERAL NO TES 130NO BEAM REINF. #3 BAR BEND �_ A5 SHOWN 4.0 8 PIPING IN WALL (single cage (3) #4 BARS or 4.5 10 4 ` �. wall only) ~ (4) #3 OAKS 5.0 10 1 Soil category A soil Npn,eXpansiye soils -assumed to have the following properties: 12 3 -� Equivalent fluid res's,ure= 3-5 pounds per �gaare foot (PSF).:•' Unit Weight =120 PCF IN Nore x aiislve"" cids assumed to have the followin ro cities' (TYp) Vertical Rernf#3 CD 12"O.C. POOL SHELL, a �.""¢� SO1lYateg0 B. p ...: _ `Greater wall thickness M or ' ' ry ggpp . NOTE. 5 a may���� Equivalent fluid ressure = 60 PSF Unit Weigit 125 PCF - double curtain reinf may be used if P 6" for ae6oinf may or b6 built with p°°1 15" t Notes Orientation & Soil Catego C. Highlyexpansive soil assumed'to have the following properties: DETAIL V. MINIMAL DETAIL S: SKIMMER required _ _Mm Lap (Yp) ryV Unit'Weight ht = 125 PCF plumbing: oras freestanding/ Configuration may very Ouch that '` '•.,tluiValent IlUld preSui'e :-.;85 PSF g BOND BEAM NOT TO SCALE Double curtain winfre uired for s a on grade DETAIL T: SPA minimum O acing, la , and cleamnoe. ' q 2 For the following adjacent'structure;;:footing distance for a one or two story structure (L) away from pool edge, -. NOT TO SCALE - above grade walls exceeding 10 P - NOT TO SCALE Oeil are maintained. p" (SEE NOTE z, TO SCALE ncn tnrcknes&' add the indicated "surcharge" to.the EFP when determining additional reinforcement and gunite requirements OPTIONAL- sale °f Wr�a be Fu11i . ; from the above schedule: (Applies to footings which run parallel to pool wall) (Does not apply to non -retaining al Wok Pot. w/ Rock, ©FOR SPACING AND SIZING MORTAR ALL ROCKS IN PLACE u usln standard Wel ht CMI g "ut;.ed ' .walls .,. (4) # 3 or (3) # 4 Option OF VERTICAL REINFORCEMENT WITH CONTINUOUS MORTAR P • g r Screen ) - water, etc. Max 1,000 IbO. AND THICKNESS OF GUNITE solid (rein£ sieel not tequfred IriCMUs) or ''.,I,=O t0 1:.g"ft. ClleCk WI eng inset may require speClal engineering Mortar in place w/ SEE APPLICABLE DETAILS 5A. JOINTS AND MORTAR BED with real.rock as shown, T,=2"O• t0 4,9 A., add 30 PSF t0 E P continuous bedding JointTHROUGH 11C U51NG TYPE "C" "' 9 - n 50115 FOR "EFFECTIVE POOL 'L�.O t0 7.0 ft., add 15 PSF t0 EFP MIN. VERT. REIN #3 9P 2 HORZ., REIN. DEPTH" .w�. - OPr70NAL: Conot:kuct 3 Gunite shall be proportioned and placed according to UBC section 1924, (IBC 2000 Section 1 14) and ACI 506 12" O.C. FOR APDL. VERT. " O.C. 4" Max - '' " 1 61ab at. fade OR raised - REINF REFERRED TO A5 #3 8 2 - �' '- . 1 a5 a rapri2te to Otte ' ..,.. Cement t0 aggregate, in dry weight, Shall not be less than five t0 One. ALTERNATE BARS Lab)` ;� .:.:;., 1 I °onpuet;on;. 4 Design based on 28 day compressive strength of 2,500 psi. Use 4,500 psi for construction. Type V cement only. SEE FREESTANDING WALL : - H EFFECTIVE POOL .a ,�'',• .,T " 1 y ; c. r DEPTH" IN FEET -. �, ,,, . ., . ,, :�> - A .,;; I I Conetruc4m cf both al?.:.' ' If water soluble sulfate in soil is less than 0.10% by weight, then min. 2,500 psi its can be used. 5GHD. (A5 MEASURED `",`�`'" s 3't, at grade and jailed slab gh gun FROM TOP of ,I�, 5 Reinforcement steel shall meet ASTM A615-40. Lap splices shall be at least 40 bar diameters. All bends shall be T (SEE SGHD.) 1` I s5 not regw fid, T 5EE SCHD. x RETAINED son) sharp. UBC sections 1907, 1912, and 1924 (IBC 2000 Section 2108.9.2.9) shall be used as a guideline. ( ) 1, l x °� •.,� 6 Rebar placement should be such that the distance from the inside grout face to rebar should be a minimum of "tg" CARRY VERT. REINF. TO 2.. SEE NOTE 12 0E 6'TYP s,? MIN.3'PASTRADIU51p r�'� GENERAL NOTES, : _"ROCK A^x J minus 31nCl1eS. 3"TYP,.., ( ) Y OR Engineered fill #3 (112"OC EW 1 PLACEMENT % 1 one alternate #4 bar may be substituted for 2 alternate n bars. compacted t° at Zonal: Min 6" FOR 'CASCADE v t : " SEE NorE 12 of GENERAL NorES, oR 8 For areas where a ramp has been excavated and backfill is not compacted to a minimum of 95 percent of the IeaOt 907 of max WATEk., t { "#3 ®1 Eng;neered fill compacted to at least m dry density of the AS I M 0698 Compaction Test. Reinforcement should consist of #3 bars at 6 inch GMU w/ #3 Vert FEATURES UL," W. 90% of MAX dry denelty per ASTM ° 18" MLN dry density per est Reinf 16" OC, :'' OVER OUT 7 ASTM 015577 Horz Reinf #3 " `�' 16" 90% of est Method or lean concrete, or centers, each way (both horizontal and vertical). The extra horizontal reinforcement should extend a minimum of Method °r lean r orcr ev gunite 3 feet past the edge of the ramp excavation on either side. Minimum cover of gunite over the reinforcement on T, (5EE SCHD.) concrete, or gunite ®24 OC, BOND BEAM T gr6ut boUd " 3 ��' the outside of the pool should be increased from 3 to 4 inches. 2' MIN T, (5EE 5GHD.) " 9 HOP REINF #3 12" O.C. 9 A pressure relief valve shall be installed in pools located in areas where the ground water table or potential rRANSmoN ro DETAIL U. r, '� DETAIL W RAISED NOTCHED BOND BEAM IROCKI etched water intersects the pool during any period of any given year. FLOOR THICKNESS FREESTANDING WALL DETAIL P. PILASTER (4) # 3 n, &WATERFALL SLAB (EITHER RAISED OR AT GRADE p NOr ro SCALE ,....Nor ro flA , tg) # 4 or NOT ro srni c 10 Up to 2 inch diameter pipe may be placed m the lower outside corner of the bond beam provided a minimum clearance equal to 0.75 times the nominal maximum aggregate size (i.e., 1/4 inch for unite and/or shotcrete is maintained between the pipe and an parallel reinforcement per UBC 1903.3.2. (IBC 2000 per ACI 318 Section t ' " "EFFECTIVE Pool vERr. a Ho9z. ALTERNATE BOND p p Y �- 5EE OCH. DEPTH" IN FEET REINF. #3 912" ) piping p gun pp ( ) ` '`� '•• �''• '" ' {As MEASURED 6EAM PLACEMENT 7.6 If metalis used and is laced in its, it shall be wrapped with visqueen or heavy brown paper, (3) # 4 or HORZ. AND•JVEkT. FROM TOP OF O.C. (4) # 3 BARS. REIN, THI$ 51 , E'•, RETAINED SOIL except Where It paSSOS perpendicularly through the g�uiite. ...., • 0 MIN. 5011 COVER 10" OVER I I Soil Shall have mmmlum bearing value of 1,500 psf. a�11- O:C !� GRAVEL (APPLICABLE r0 -, _ R88 GREATER THAN 24" 12 Gunite shall be placed on or against firm undisturbed soil. 6" g 13 If expansive soils (clays) are encountered, the sides and bottom of the pool excavation must be in moist condition NEGATIVE EDGE VERT. REIN. THIS VERTICAL WALL s1DE(EE"5r H) . 5CI _D L H VERTICAL REINF. t , 4�,-� s (2) #3 F WATER 5119E '' IN,-' ti 2.0 # ° #JDRZ RE11'Ttl 51DE3,0 23„ C m k %10 1 x MAX RAISED BOND 13EAM HEIGHT 501L HEIGHT TYPE (IN) A 48 B 36 C 2-4 1 ° ` immediately prior to placement of gunite. ROCK 14 If slopes are greater than 2:1 or if slopes are encountered in expansive soils with raised bond beams, the engineer 12" i ,k * 3/4" CRUSHED (APPLICABLE TO 988 GREATER Should be contacted before proceeding. z rHAN 24) 15 Minimum radius for wall to floor transition for straight walls is as follows: 12" `• Denth ft Min Radius ft Depth ft. ' Mui. Radius, ft. 2"MIN.DIAMETER DRAINAGE PIPE 5.0. 1,0 7.0 2.0 3o SLOPE TO OPEN DRAINAGE AREA a ......... (APPLICABLE To P013 GREATER THAN.. 6.0 2.0 8.0+ 3.0 • 24") 16 All electrical shall be securely grounded before gunite is placed. t 17 All applicable state and local laws and codes shall be followed i 18 Any condition not specifically covered in this plan or unusual conditions encountered during excavation shall be n *` O"F•YERTd2E1N TO, BOND BEAM 6.0 '.' Mw. 3 i�4sx AniGi Nr ° ° ° 6" r REINF. 4 - brought to the attention of the engineer before proceeding: I 7.03 O• 10` of Mw. 2' i ADI US t r �. MIN. LAP 15 O 19 If the raised bond beam portion exceeds 2.0 ft. and serves as a retaining wall for soil; the raised portion should #3 5AR5 8.0.O,G 1j" ' " ; ; <: have wall drainage installed as shown to prevent build-upof hydros oils pressures. FOR SPACING AND ALTERNATE LOCATION 20 If free standing wall detail is used due to the presence of loose fill soil on the outside of the wall, then inside 517-ING OF VERTICAL OF POND 13EAM BARS thickness of its T should be as indicated in the reverse page 'REINFORCEMENT AND GUNITE #3012"O.C. MIN REINI ORGEMENTAND ( ) ° 24 LAP EACH END THICKNE55 OF GUNITE NOTE: 1. Raised Bond Beam a licable to installation of Sheer THICKNESS SCHEDULE." minus 3.0 inches. rpp 21 Minimal Bond Beam may be used with sand, gravel or rock soil conditions only. SEE APPLICABLE decent. i 22 For pools in excess of 50 feet and up to 75 feet, add longitudinal rebar at 6 inches O C - - DETAILS 5-A THROUGH 2. Drainage gravel and piping not required for raised p �~ - -•• - - • - 6" ° 11-C bond beam up to 24 inches. 23 Max spa length 30 feet. DETAIL Y: NEGATIVE EDGE DETAIL X: RAISED BOND BEAM 24 Pool shall be maintained full of water except during change of water or similar short term maintenance activities. �3'TRANS �E'� NOTTOSCALE NOTTOSCALE 25 PLAN INCOMPLIANCE WITH UBC 1997 and IBC 2000