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BPOL2017-0030/� aw 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BPOL2017-0030 ' Property Address: 52983 VIA SAVONA APN: 777380001 Application Description: DEWEY / POOL, SPA, AND WATER FEATURE AT REAR YARD Property Zoning: t Application Valuation: $35,000.00 4 w Applicant:a r=C3 SUNLITE DEVELOPMENT INC P 0 BOX 10668 g PALM DESERT, CA 92255 Y _ L- 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 Professions Code, and my License is in full force and effect. Licen�ass: _ License No.: 655874/��li In OWNER-BUIMER 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.). (_) 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 1 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 Na Lender's Address: VOICE (760).777-7125 ` FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/28/2017 Owner: PAUL DEWEY P.O.BOX 12793 PALM DESERT, CA 92255 Contractor: SUNLITE DEVELOPMENT INC P 0 BOX 10668 PALM DESERT, CA 92255 (760)340-9800 Llc. No.: 655874 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: rr XEMPT Polity Number: _ =�I certify that in the performance of the work for which this permit is issued, I s all- oYemploy any person in any manner so as to become subject to the workers' c mpensation laws of California, and agree that, if ould become subject to the workers' compensation provisions of Section of e Labor Code,1 *11 II forthwith comply with those provisions. I Datg I Appji a i— WARNING: FAILURE TO SECURE WO RKERSSGMPENSATION 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. ' s ' APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official 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 construction, and hereby authorize representatives of this cit - to enter upon the above- mentioned %i p opertjyfor inspection purposes. 1%//q� ,(/1 .��-• �//////r�//jam///� Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT, QTY AMOUNT DETACHED SPA/WATER FEATURE/OTHER 101-0000-42404 0 $190.00 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $190.00 DESCRIPTION. ACCOUNT QTY FINANCIALIN.FORMATNON# SWIMMING POOL/SPA PC 101-0000-42600 0 a Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT, QTY AMOUNT DETACHED SPA/WATER FEATURE/OTHER 101-0000-42404 0 $190.00 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $190.00 DESCRIPTION. ACCOUNT QTY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $103.36 Bin. # 3 p/ 20r7 o` . Crty of La Quina . U� 3 Bullding 8L Safety Afvlsion P.O. Box 1504,78-495 Calle Tampico LA.Quinta, CA 92253 -:(760) 777-7012 Building Permit Application and Tracking Sheet Perinft # I� JdIV Project Address: 5MM Via SqUA& Owner's Name: . A. P. Number. O Address: I ba Legal Description: DD Dp jl m/� ��, f Contactor• c�1� 1 , D U l.lD !� tC �i& . City, ST, Zip: 0 � Telephone: AIA qA14 a:'• r' Address: Project Description: City, ST, Zip: m %� Telephone:%0b, State Lic. #: City Lie.#•: l" q Arch., Bug., Designer: J . Address: 29 LM -"'-130 City., ST, Zip: Telephone: 260 ':?-• - State Lic. #: C — -3� C �✓i =:~,�. w, ..a , Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: #Stories: #Units: . Name of Contact Person: youtt alp,(V Telephone #_ of Contact Person: gQV Estimated Value of Project: -350(900 APPLICANT: DO NOT WRITE BELOW THIS LINE fl Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calls. Reviewed, ready for corrections Plan Check Deposit. . Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calci. Plans picked up Construction Flood plain plan Plans resubmitted.. Mechanical Grading plan 2`" Review; ready for correct'ionsfissue Electrical Subcontaetor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading ITV HOUSE:- '"' Review; ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees WALL VERT. VERT. THICKNESS STEEL DEPTH WATER SURFACE SPACING IN FEET 6" #3 01 #4 AT 4" O.C. AT 12" #3 AT 4" O.C. 6" #3 11 < s- AT 12" 51 6" #3 2' #3@6" AT 12" 6' 6" #3 #3'S AT 4" O.C. -.A AT 12" #3 VERT. BARS PER SCHED. "A" 6" #3 41 OF POOL WALL AT 12" Lu 811 #3 5. HROUGHOUT AT 6" INSIDE FACE 81, #3 6' AT 6" -SEE-DECMG NOIES-- 101, #3 7' U) AT 4" 3" 7' #3 81 w AT 4" i COMPACTED SOIL RADIUS SCHEDULE -kUM,. ULUNIN(i -0- APPROVED MASTIC EXIST. HOUSE GENERAL NOTES 343 BARS GUNITE SURFACE CONIC. DECKING C\j It EXPANSION. 101KIT SEAI ANIT OR BLK. WALL A CONC.DECK FOOTING 1. THIS STANDARD STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING FIN. GRADE SEE SCHEDULE 2 -TYP. BOND BEAM W/ 343 BARS POOL AND/OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINES, SLOPES, RETENTION F BASINS, STRUCTURES, FENCES AND WALLS. PLOT PLAN MUST SHOW SURFACE DRAINAGE �A CLR. AWAY FROM POOL. < 2. REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE SITE AND ARE 343 TYP. BOND #3 VERT. BARS AT 6" O.C. .4' 112" X 3" FELT 1:4 0 4. =4 RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE BEAM (FOR DEEP END RAMP ONLY) < w 0 0� 2, COMPA T D 0� �--#3 HORIZ. BARS AT 12" O.C. 1<_ w 0 SOIL 4f FOR TYPICAL WALL THICKNESS APPLICABILITY OF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE. < COMPA ED --j SEE DETAIL I < 3. THIS IS A GENERIC POOL PLAN, DESIGNED FOR POOL CONSTRUCTION IN POROUS, WELL -DRAINED, THROUGHOUT < W NO EXPANSION JOINT Sol co Q W ONE STORY HOUSE NON -EXPANSIVE, COMPACTED OR NATIVE SOIL. IT IS THE RESPONSIBILITY OF THE HOMEOWNER T. Lu 4, �ALL DECK'ING ADJACENT"TO'WALLS OR POOL CONTRACTOR TO VERIFY SOILS CONDITIONS PRIOR TO CONSTRUCTION. r, 0 OR GARAGE FOUNDATION, _D OR 6 -FT. HIGH BLOCK WALL Q\\ OR PERMANENT STRUCTURES 4. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM U-1 1000 LB/FT MAX. LOAD SHALL BE SEPARATED BY A 112" DISSIMILAR SOIL CONDITIONS UNDER THE POOL, SUCH AS CUT -FILL TRANSITIONS. 81 \Q� ',6'/\ 5" CLR. MIN. JOINT OF NON -EXPANSIVE, w U) r) NON -POROUS FELT OR SIMILAR MATERIAL. uj 5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN, IT IS PLACE ADD'L VERT. STEEL U-1 cf) THE RESPONSIBILITY OF THE CONTRACTOR OR THE HOMEOWNER TO OBTAIN APPLICABLE < IN WALL IN ACCORDANCE _j WITH SCHEDULE 2 SCHEDULE -2 OFL:�_IIAL r_f11k311Nr_r_K1N6 DEIAILZ� PRIOR TO CONSTRUCTION. #3 AT 12" O.C. 6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN 0 DATU IAIAVC -1 uj IN POOL BOTTOM, 00 FOR POOL DEPTH 5 -FT. OR CENTER ALL STEEL ----GREA-T-ER-,ADD #3-VERT-:-BARS-PER-- IN GUNITE #3 AT 6" O.C. VERT. . . . . . . . . . . . SCHEDULE !A" AT LEFT BARS IN RADIUS 0 00 MAA 'A TYP POOL REINFORCEMENT IN. SHALLOW OR DEEP END RAMP 18" MIN. PHII F)INI (�HD(WAD VERTICAL STEEL REQ'D FOR SURCHARGE LOAD OLUFE 1/0 IV /4" PER 1'-0" I T rl�_AL bUNU bt:AM Z) I LLL 7' TO 8'-6" �O u_ < #3 AT 3" O.C. WATER SURFACE 4'-0" MIN. #3 AT 3" O.C. #4 AT 3" O.C. >< #3 AT 4" O.C. #4 AT 4" O.C. 6'-0" MIN. #3 AT 4" O.C. #4 AT 4" O.C. ARIES 12" < s- NOTE: 51 #3'S AT 6" O.C. #31S AT 6" O.C. #3 VERT. AT 6" O.C. #3@6" #3 TIES AT TOP AND BOTTOM 6' #3'S AT 6" O.C. #3'S AT 6" O.C. #3'S AT 4" O.C. -.A 81 #3 VERT. BARS PER SCHED. "A" X -BARS OUTSIDE FACE r 3" OF POOL WALL #3 HORIZ. BARS AT 12" O.C. Lu 10, - #4@4" DAM WALL BEVEL WITH HROUGHOUT -W#4-BARAT 6" O.C. INSIDE FACE OR AS REO'D BY CITY 4- -SEE-DECMG NOIES-- *6- THE FLYING BUTTRESS'RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A STOP EXTRA STYEEL U) 3" 7' m w 01 __ i COMPACTED SOIL t4 W U) CLR. E SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF. OF FRICTION, PASSIVE M LL1 EARTH -SIDE FACE OF WALL. WALL THICKNESS TO BE SCHEDULE 3 IF "X" IS LESS THAN 7'-0", THEN POOL WALL MUS! - BE CAPABLE OF SUPPORTING THE WATER CL 2'!Ml _-CHANGED.-INFORMLY- 3" CLR !:L' < < uj ui A CONC.DECK FOOTING 1. THIS STANDARD STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING FIN. GRADE SEE SCHEDULE 2 -TYP. BOND BEAM W/ 343 BARS POOL AND/OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINES, SLOPES, RETENTION F BASINS, STRUCTURES, FENCES AND WALLS. PLOT PLAN MUST SHOW SURFACE DRAINAGE �A CLR. AWAY FROM POOL. < 2. REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE SITE AND ARE 343 TYP. BOND #3 VERT. BARS AT 6" O.C. .4' 112" X 3" FELT 1:4 0 4. =4 RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE BEAM (FOR DEEP END RAMP ONLY) < w 0 0� 2, COMPA T D 0� �--#3 HORIZ. BARS AT 12" O.C. 1<_ w 0 SOIL 4f FOR TYPICAL WALL THICKNESS APPLICABILITY OF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE. < COMPA ED --j SEE DETAIL I < 3. THIS IS A GENERIC POOL PLAN, DESIGNED FOR POOL CONSTRUCTION IN POROUS, WELL -DRAINED, THROUGHOUT < W NO EXPANSION JOINT Sol co Q W ONE STORY HOUSE NON -EXPANSIVE, COMPACTED OR NATIVE SOIL. IT IS THE RESPONSIBILITY OF THE HOMEOWNER T. Lu 4, �ALL DECK'ING ADJACENT"TO'WALLS OR POOL CONTRACTOR TO VERIFY SOILS CONDITIONS PRIOR TO CONSTRUCTION. r, 0 OR GARAGE FOUNDATION, _D OR 6 -FT. HIGH BLOCK WALL Q\\ OR PERMANENT STRUCTURES 4. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM U-1 1000 LB/FT MAX. LOAD SHALL BE SEPARATED BY A 112" DISSIMILAR SOIL CONDITIONS UNDER THE POOL, SUCH AS CUT -FILL TRANSITIONS. 81 \Q� ',6'/\ 5" CLR. MIN. JOINT OF NON -EXPANSIVE, w U) r) NON -POROUS FELT OR SIMILAR MATERIAL. uj 5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN, IT IS PLACE ADD'L VERT. STEEL U-1 cf) THE RESPONSIBILITY OF THE CONTRACTOR OR THE HOMEOWNER TO OBTAIN APPLICABLE < IN WALL IN ACCORDANCE _j WITH SCHEDULE 2 SCHEDULE -2 OFL:�_IIAL r_f11k311Nr_r_K1N6 DEIAILZ� PRIOR TO CONSTRUCTION. #3 AT 12" O.C. 6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN 0 DATU IAIAVC -1 uj IN POOL BOTTOM, 00 FOR POOL DEPTH 5 -FT. OR CENTER ALL STEEL ----GREA-T-ER-,ADD #3-VERT-:-BARS-PER-- IN GUNITE #3 AT 6" O.C. VERT. . . . . . . . . . . . SCHEDULE !A" AT LEFT BARS IN RADIUS 0 00 MAA 'A TYP POOL REINFORCEMENT IN. SHALLOW OR DEEP END RAMP 18" MIN. PHII F)INI (�HD(WAD VERTICAL STEEL REQ'D FOR SURCHARGE LOAD -----DEPTH X 3' TO 5- 5' TO 7' 7' TO 8'-6" 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. A SOILS REPORT. 7. THE STANDARD POOL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON-STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMB7ING, ELECTRICAL, GAS PIPING, FENCING, AND CONCRETE DECKING. 8. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE FOLLOWING CONDITIONS APPLY PER C13C FIGURE 1808A.7.1 FOR STRUCTURES LOCATED CLOSE TO THE TOP OF SLOPE. a: A TRANSITI N Vu L -ID I uvI_ TRANSITION BLANK MEANS NO SPECIAL THICKNESS OR kD' DEPTH OR H/2. 1XI REINF. REQUIRED. (GREATER DIST. CONTROLS) 12" k k qP (-IA NI INIF P11\1 P n'F) IL U-1 0 0 a_ r-00 OR SPA 3' 4' 51 3� #3'S AT 6" O.C. 24" 6" #3 AT 6" OiC. 6" 2' 6" 4- #3'S AT 6" O.C. 12' ARIES 12" 6" NOTE: 51 #3'S AT 6" O.C. #31S AT 6" O.C. #3 VERT. AT 6" O.C. #3@6" #3 TIES AT TOP AND BOTTOM 6' #3'S AT 6" O.C. #3'S AT 6" O.C. #3'S AT 4" O.C. VERIFY DIRECTION OF 81 #3@4" X -BARS OUTSIDE FACE 91 OF POOL WALL 13" 10, - #4@4" DAM WALL BEVEL WITH -W#4-BARAT 6" O.C. INSIDE FACE *6- THE FLYING BUTTRESS'RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A WATER FEATURE -PER TABLE AT LEFT 3" 7' m 01 __ DESIGNER'S NOTES W D CLR. E SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF. OF FRICTION, PASSIVE M LL1 EARTH -SIDE FACE OF WALL. AND DETAILS. SCHEDULE 3 IF "X" IS LESS THAN 7'-0", THEN POOL WALL MUS! - BE CAPABLE OF SUPPORTING THE WATER CLR. 2'!Ml 3" CLR !:L' < < uj WATER STEEL SPECIFICATIONS -#3 VERT. BARS AT 12" O.C. - IN THE POOL WITHOUT SOIL SUPPORT PER SEC. 1808A.7.3. USE DETAIL #4 - ELEVATED POOL WALL. TOP OF SLOPE uj lo #3 HORIZ. AT 3" CLR VERT. STL. IN RADIUS I. REINFORCING BARS: ASTM A-615, GRADE 40, Fy= 40 KSI. 12 0. C. (TYP.) . . . . . . . - - - - - - 3" CLR N�:: w = _j 2. ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR 18" LAP MIN.). NI < #3 VERT. AT d' H 4" O.C. (TY P.) #3 VERT. AT C\J W �A H/6 OR 4" O.C. Y P. f 7 #3 VERT. AT 6" O.C. L #3'S AT .7' 7-F- IM DIST. TOE OF SLOPE TO DAYLIGHT �(Tt �) 0 a_ AT %4 W 12" O.C. HORIZ. DESCENDING SLOP W #3 HORIZ. AT 12" O.C. (TYP.) ;31 < (TYP.) VERTICAL STEEL: X -BARS INSIDE FACE S AT . I.- . O.,C. E. > z V\ IL U-1 0 0 a_ WIDTH OF KEY #3'S VERT. n Lli 0 0 OL BLANK MEANS SPECIAL ENGINEERING REQ'D. ELEVATED POOL WALL GUNITE SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE) 4 1. MINIMUM COMPRESSIVE STRENGTH AT 28-DAys: F'c = 2500 PSI. 2. GUNITE MUST BE IN CONFORMANCE WITH CBC CHAPTER 19 AND CHAPTER 19A. ------------ CEMENT SHALL CONFORM To ASTM C-150. 1) _v I u vvr_ 1 3'-0" TO WET SURFACE OF POOL WALL SURFACE OF POOL WALL CONC. DECKING - APPROVED SEAL EXPANSION JOINT LEVEL BOND "D" 2' 3' 4' 51 3� #3'S AT 6" O.C. 24" 6" #3 AT 6" OiC. 6" 2' 6" 4- #3'S AT 6" O.C. #3'S AT 6" O.C. #3@6" 60" SO. 6" 5# 51 #3'S AT 6" O.C. #31S AT 6" O.C. #3'S AT 4" O.C. #3@6" 5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL 6' #3'S AT 6" O.C. #3'S AT 6" O.C. #3'S AT 4" O.C. #3'S AT 4" O.C. WIDTH OF KEY #3'S VERT. n Lli 0 0 OL BLANK MEANS SPECIAL ENGINEERING REQ'D. ELEVATED POOL WALL GUNITE SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE) 4 1. MINIMUM COMPRESSIVE STRENGTH AT 28-DAys: F'c = 2500 PSI. 2. GUNITE MUST BE IN CONFORMANCE WITH CBC CHAPTER 19 AND CHAPTER 19A. ------------ CEMENT SHALL CONFORM To ASTM C-150. 1) _v I u vvr_ 1 3'-0" TO WET SURFACE OF POOL WALL SURFACE OF POOL WALL CONC. DECKING - APPROVED SEAL EXPANSION JOINT LEVEL BOND "D" .1X11 3 ' 24" 41 24" 51 24" 6" #3 AT 6" OiC. 0 uAl. I u 4 1 . . . . . . 4- '. -i . - , - - - 1, ABOVE POO A, #3'S AT 12" O.C. i , MCA& - BOTTOM EACH WAY (TYP.) 7. /. . �////\ 3" CLR MIN WALL VERT. TH I KNESS DEPTH STL SPCG. IN FEET 6" 01 6" #3 AT 6" OiC. 6" 2' 6" 3- 6" 4- #3@6" 60" SO. 6" 5# #3@6" NAT.GRADE 88 6 #3@6" 5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL to" 7' #3@/4" 10.1 81 #3@4" 12" 91 #4@6" 13" 10, - #4@4" IS GREATER THAN 20' H/3 ui�_E"i I I PRE -CAST COPING I.F, PAD SIZE "W" "D" STEEL "X" BARS 24" DIAM. 777# 5' 12" #3 AT 6" OiC. 36" DIAM. FOR RAISED PLANTER "AA I Lf; I 1AE)LC:j A M VUKV,.) I A I Ik, KWEr VALVE IS REQUIRED IN THE DEEPEST LOCATION OF THE POOL. VERT, CONC. DECKING - 48" DIAM. 6198# 60" SO. 12" #3 AT 4" 0. C. NAT.GRADE jao DEPTH 5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL DOES NOT APPLY IF 'Q' PLACE ADD'L #3 BAR AT 4" O.C. SLOPE TO DRAIN 6' IN FEET FIN. GRADE STRUCTURE AND PROVIDE 2.0% MINIMUM SURFACE RUNOFF. -STOP SECOND ADD' IS GREATER THAN 20' H/3 ui�_E"i I I -W#4-BARAT 6" O.C. *6- THE FLYING BUTTRESS'RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A WATER SURFACE -PER TABLE AT LEFT 7' m 01 __ - �4 �. - W SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF. OF FRICTION, PASSIVE M LL1 EARTH -SIDE FACE OF WALL. . .. SCHEDULE 3 IF "X" IS LESS THAN 7'-0", THEN POOL WALL MUS! - BE CAPABLE OF SUPPORTING THE WATER LATERAL PRESSURE, AND EQUIVALENT FLUID PRESSURE. 343 TYP !:L' < < uj WATER STEEL SPECIFICATIONS -#3 VERT. BARS AT 12" O.C. - IN THE POOL WITHOUT SOIL SUPPORT PER SEC. 1808A.7.3. USE DETAIL #4 - ELEVATED POOL WALL. BOND BEAM Xv cn SURFACE 343 TYP. � /, � -#3 HORIZ. BARS AT 12" O.C. BOND BEAM 6" - THROUGHOUT uj 2� #3 VERT. BARS AT 12" O.C. _j 3" CLR., t-COM-PACTE-D t-NEW'FILL 0- W I P. SOIL 6" MIN.-, uj THK. 0 _j U) "--#3 HORIZ. BARS AT 12" O.C. _j uj 3" CLR.-, w 41 THROUGHOUT co POOL DEPTH 'H' SOIL CONDITIONS 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 THESE CONDITIONS. 4. WHEN GROUNDWATER IS ENCOUNTERED DURING EXCAVATION OR WHEN THE POOL DEPTH r_vrr=nc 7uc STOP FIRST ADD1 I.F, PAD SIZE "W" "D" STEEL "X" BARS 24" DIAM. 777# 5' 12" #3 AT 6" OiC. 36" DIAM. 2609# "AA I Lf; I 1AE)LC:j A M VUKV,.) I A I Ik, KWEr VALVE IS REQUIRED IN THE DEEPEST LOCATION OF THE POOL. -VERT.STEEL- #3 AT 6" O.C. SOIL CONDITIONS 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 THESE CONDITIONS. 4. WHEN GROUNDWATER IS ENCOUNTERED DURING EXCAVATION OR WHEN THE POOL DEPTH r_vrr=nc 7uc STOP FIRST ADD1 I.F, PAD SIZE "W" "D" STEEL "X" BARS 24" DIAM. 777# 5' 12" #3 AT 6" OiC. 36" DIAM. 2609# "AA I Lf; I 1AE)LC:j A M VUKV,.) I A I Ik, KWEr VALVE IS REQUIRED IN THE DEEPEST LOCATION OF THE POOL. -VERT.STEEL- #3 AT 6" O.C. 48" DIAM. 6198# 60" SO. 12" #3 AT 4" 0. C. NAT.GRADE jao 5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL PLACE ADD'L #3 BAR AT 4" O.C. 6' STRUCTURE AND PROVIDE 2.0% MINIMUM SURFACE RUNOFF. -STOP SECOND ADD' -W#4-BARAT 6" O.C. *6- THE FLYING BUTTRESS'RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A VERT. STEEL -PER TABLE AT LEFT 7' SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING EP 7 -,LCL-W FROM SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF. OF FRICTION, PASSIVE PLACE FIRST ADD'L #3 BAR EARTH -SIDE FACE OF WALL. 8' TYP. POOL BOTTOM LATERAL PRESSURE, AND EQUIVALENT FLUID PRESSURE. AT 12" O.C. AS SHOWN - STEEL SPECIFICATIONS - #3 AT 12" O.C. EXTRA TYP. POOL BOTTOM VERT. STL. IN RADIUS I. REINFORCING BARS: ASTM A-615, GRADE 40, Fy= 40 KSI. N�:: w = _j 2. ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR 18" LAP MIN.). u_ .4 < A VARIES U-11 1 3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN 57 TRANSITION 3" MINIMUM CLEARANCE BETWEEN STEEL AND EARTH. Q�� I- FILL ADJACENT TO POOL - DEEP END Lu'�� r7) EL 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS is 2-112". TRANSITION 4. IN AREAS WITH MORE THAN 0.2 % S i ULFATE CONTENT, USE TYPE V PORTLAND CEMENT, F'C = 4500 PSI, AND A 15 MIL VAPOR BARRIER UNDER POOL AND DECK, OR AS CONSTRUCTION CODES DIRECTED BY LOCAL BUILDING CODES. 1! i BUILDING AND SAFETY: 5. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS. IBC 2015, CBC 2016 SEC. 3109 AND CHAPTER 3[B NN. UKAUL STONEJAVER PRE -CAST COPING 15 LB. FELT OR BEAM WITH IRC 2015, CRC 2016 CHAPTERS 1, 2, 3, 7, AND 8 6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF WATER SURFAC OR SOIL S' 4 MIL. VISQUEEN GROUT BEFORE SILICA PLASTER PER NATIONAL SPA AND POOL INSTITUTE STANDARDS. 12" POURING DECK 9" MIN. THICKNESS INTERNATIONAL SWIMMING POOL AND SPA CODE 0SPSC 2015) .4 .4 + (SLIPSHEET) USE DOUBLE CURTAIN 7. GROUNDING PER N.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED DECK OR CAP 1 #3 VERT. BARS 'MIN. CONCRETE (GUNITE OR SHOTCRETE): DECK AT 12" O.C. DECK-, 243 BOND BM. FOR WALL GTR. -17HAN 9 AC 1 318-14 PRIOR TO PLACEMENT OF GUNITE. 34 S AT -3" CLR, X 243 BOND BM.--\ EACH FACE OR CAF STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS: ISPSC 2015, CHAPTER 8 8. GUNITE SHALLBE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT BOND BEAM TYP. x 4" CONC. Pq F STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS: ISPSC 2015, CHAPTER 9 APPROVED -4 90% COMPACTED FILL. #3 VERT. BARS AT 12" O.C. < SLAB WATER SURFACE o 0 11� -1. -1, < w < #3 HORIZ. PLASTER: NATIONAL PLASTERERS COUNCIL (NPC), TECHNICAL MANUAL, NPC -12 ISPSC 2015, CHAPTER 5 #3 HORIZ. BARS AT 7 D --CKING RE --OMMENDATIONS 12" O.C. THROUGHOUT 0' - STANDARD FOR PUBLIC SPAS: Al 11LE MASTIC FIN 0) y BARS @ 12" D.C. cn SPA NDED MINIMUM CONSTRUCTION AND -6" B ND SURFACE' - 0 1. DECKING CONSTRUCTION IS SHOWN AS RECOMME 343 BARS (\j #5 AT 6" O.C. 3" CLR STANDARD FOR PUBLIC SWIMMING POOLS- ISPSC 2015, CHAPTER 4 w t'NEW' FILL AT BOND BEAM #3 BARS _/,777 5"' DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. < 0� TILE j VERT. STEEL AT _�> I AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE STRAIGHT WALL-` THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION., AT 12" O.C. #3 VER I . BAH,�3 Z `\114 PLASTER RADE.� F 00 ANSI/APSP/ICC-7 2013 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE j '�--343 BARS NAT.G EACH WAY AT 12.1 O.C. OR �SPA �) 0 MIN. #8 AWG SOLID CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF POOL SPA PROFESSIONALS POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF. 6' X 6" 10 GA. TOR COPPER BOND CONDU W.W.F. 0. (APSP) (703) 838-0083 (www.APSP.CRG) 3. EXPANSION JOINTS IN DECKS AND COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED 4, .4, ATTACHED TO #8 AWG BARE PLASTER PERMANENT RESILIENT SEALANT. : 4 ANY APPLICABLE LOCAL ORDINANCES TRANSITION SOLID COPPER WIRE AT MIN. (4) POINTS. CONDUCTOR SHALL \�_#3 HORIZ . BARS \_6" TYP. FLOOR FOLLOW THE CONTOUR OF THE PERIMETER SURFACE. 4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH AT 12" O.C. SECTION WITH #3 �_o 0 YPICAL CANTILEVER DECK (TYP.) AT 12" O.C. EACH WAY HEALTH AND SAFETY NOTES A 112" MIN. NON -EXPANSIVE, NON -POROUS FELT OR SIMILAR MATERIAL. COPING STONE, PAVERS, OR SOIL T p 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# 13UILDING FELT OR 4 MIL. 9 SEE TYP. POOL AND OR LOCAL CODE I S. (CBC 2016, SEC. 311B VISQUEEN ON TOP. DECKING MATERIAL MUST NOT TOUCH COPING OR BOND BEAM. -1 THRU SEC. 3113-3, AND SEC. 3113B). SECTION BONDING GRID REQUIREMENTS FOR PAVED AND UNPAVED SURFACES: NOTE: PROVIDE (2) ANTI -VORTEX A 2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR FILL ADJACENT TO POOL DRAINS. ONE LOCATED IN SPA FLOOR HOMEOWNER POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN ACCORDANCE AND ONE LOCATED ON SIDE OF SPA SEAT ASSISTIVE DEVICES FOR THE DISABLED. �S �HA L "LO W �EN D�� WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED 3" ABOVE SPA FLOOR, PER I/APMO POOL 3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 1. KEEP GUNITE DAMP CONTINUOUSLY FOR i4 DAYS AFTER INSTALLATION. IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL AND SPA CODE. 4. POOL FENCING SHALL BE INSTALLED IN ACCORDANCE WI-TH ALL LOCAL CODES. PA ADJACENT TO POOL OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR (4) POINTS UNIFORMLY SPACED AROUND S 2. DO NOT TURN POOL OR SPA LIGHT ON WHEN POOL IS EMPTY. THE PERIMETER OF THE POOL. 6 2�- 5.1 PRIOR TO FILLING, THE POOL AND/OR SPA SHALL BE COMPLETELY ENCLOSED BY A 5 -FT. HIGH FENCE AND GATES WITH NO OPENINGS GREATER THAN /4". GATES TO BE 3. DO NOT USE A BLACK RUBBER HOSE WHEN FILLING POOL (IT STAINS THE,PLASTER). TIE A SELF-CLOSING AND SELF -LATCHING WITH LATCH A MIN. 'OF 5 -FT. HIGH. WHERE THIS RAG ON THE END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASTER. "P" BOULDER WT. VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. (CBC 2016, SEC. 3119B 4. TREES AND LUSH LANDSCAPING LOCATED CLOSE TO THE POOL MAY EVENTUALLY PRODUCE -6- (MAX. WT. 185 PCF) CRC 2016, APPENDIX G 105). ROOTS THAT CAN PUSH AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT. THE 6. 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 41 c\j 37 7. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 6- Ltj 101-01, MIN. ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING. 8. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN r Lu co #3 BARS AT 6" 2' < ACCORDANCE WITH LOCAL REGULATIONS. w -BEND BOND 0. C. E� WATER LEVEL 2- WAY < 9. ANY METAL WITHIN 5 -FT. OF POOL EDGE MUST BE GROUNDED PER THE N.E.C. 0 X BARS BEAM STEEL PAD SIZE < X AROUND 7 R=2'-6" MAX. WLEDGES THAT HE/SHE HAS READ -8" MIN. THICKNESS w < 4 NOTE: BYTHE USE OF THIS PLAN THE USERACKNO CL w 5' NICHE STEEL REINF. W -TOP OR R=I' -O" MIN. AND UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. uj OD 6" MIN.-, "X" BARS 0 00 TOE OF THIS PLAN IS THE WORK OF THE ENGINEER AND SHALL NOT BE REPRODUCED, COPIED, OR OTHERWISE USED 3" CLR.----3 0 SLOPE NEC APPROVED SECTION CLR. WITHOUT HER PERMISSION. CONDUIT��' uj ADD #3 BARS AT 12" O.C. LONGITUDINAL of col LAP 24" 0 DOWEL INTO EXISTING THIS PLAN IS INTENDED FOR USE IN THE FOLLOWING CITIES ONLY: 18" LAP POOL AT TRANSITION F- UJ 6" MINw I FLR. c'j LO NEW POOL WALL OR 4 REINFORCE GUNITE WITH #3 BAR SPA 4 OR WITH ALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALMS, F L "A S EPDXY PROVIDE (2) ANTI -VORTEX DRAINS @ 12" O.C. BOTH WAYS FLOOR LA QUINTA', DESERT HOT SPRINGS, INDIAN WELLS, BERMUDA DUNES, YUCCA VALLEY, AND INDIO* \-RECESSED, CLR. WITH NSPI-APPROVED SUCTION COVERS. ADHESIVE X #3 AT 6" O.C. LIGHT < FOR POOL 2' TO 5' DEEP TABLE I LOCATE DRAINS EQUAL DISTANCE SPECIAL I F1 "/A 10 6" MIN. AROUND NICHE 4' 18" MIN. LAP (TYP.), 6" MIN. 243 BARS BOULDER SIZE I.F, PAD SIZE "W" "D" STEEL "X" BARS 24" DIAM. 777# 36" SQ. 12" #3 AT 6" OiC. 36" DIAM. 2609# 48" SO. 12" #3 AT 6" O.C. 48" DIAM. 6198# 60" SO. 12" #3 AT 4" 0. C. APART FROM OUTLET PIPE. NOTE: INSTALL HYDROSTATIC VALVE AND J INSPECTION > SUCTION OUTLETS SHALL BE DESIGI`NED AND ROCK PACK AT LOW POINT WHERE REQUIRED REQ'D 0 OL AND SPA STEEL REINFORCING PLAN INSTALLED IN ACCORDANCE WITH AINSI /APSP-7 BY HIGH WATER TABLE. PO AND CBC 3109.4.4.8. C-33 k EXISTING POOL cr. 446 'N' w S, % r- Ir m N VV�ALL RECESSED FOR POOL 5'-6" TO 8' DEEP TABLE 2 LOCATE MAIN DRAINS AT LOW POINT. . 4 POOL CONTRACTOR: HOMEOWNER: EXP. &,je� 7,a& LIGHT BOULDER SIZE "P" IPAD SIZE "W" "D" STEEL "X" BARS MAIN DRAIN PIPES SHALL NOT #3 DOWELS AT 12" O.C. VERT. AND 17 ELEVATION NICHE 24" DIAM 777# 36" SQ. 14" #3 AT 3" O.C. ENCROACH INTO GUNITE SHELL. ADDRESS: ALTERNATE: PLAN HORIZ. (MAX. TYP.) OR US)E EXPOSE EXISTING 36" DIAM 2609# 48" SQ. 14" #4 AT 6" O.C. -T r r STEEL SPACING IN DETAIL #1 FOR POOL �A I STEEL AND LAP DEPTH GREATER THAN 4 FEET. 48" DIAM. 6198# 60" SQ. 14" #4 AT 4" n TYPICaL LONGITUDINAL SECTION 18" MIN. SKIMMER NICHE DETAFL \�l I �CT 10 NA TL I �GH T �BOX��, PLAN VALID ONLY WITH DATE: BLUE WET STAMP AND JOB NO.: TEL. NO.: ENGINEER'S SIGNATURE IN BLACK INK ON PLAN VERIFY SOIL CHARACTERISTICS PER "SOIL CONDITIONS" NOTE #6. CREATED 06 MARCH 2017