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BPOL2022-0100DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Permit Number: Property Address: APN: Legal Description Property Zoning: Valuation: Pool BPOL2022-0100 80411 OLD RANCH TRL SOUTH 762440016 $25,000.00 Declaration / Acknowledgement BUILDING PERMIT Ottigta CALIFORNIA Owner: Applicant: Contractor: PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 03/03/2022 ISSUED DATE: 05/02/2022 TESERRA TESERRA 38822 El Desierto Rd P 0 BOX 1280, Palm Desert, CA 92211 TESERRA TESERRA 38822 El Desierto Rd P 0 BOX 1280, Palm Desert, CA 92211 TESERRA TESERRA / 656128 38822 El Desierto Rd P 0 BOX 1280, Palm Desert, CA 92211 PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors' State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 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 Contractors' State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] 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).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors' State License Law. As an Owner -Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner -builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leg info.ca.gov/calaw. html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. WORKERS' COMPENSATION DECLARATION (1, 2 or 3) 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. 1) Has and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has 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. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being 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 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. Agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above -mentioned property for inspection purposes. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Printed: 8/29/24 12:01 pm Page 1 of 4 BUILDING PERMIT Permit Type: Permit Number: Property Address: Pool BPOL2022-0100 80411 OLD RANCH TRL SOUTH Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. Quinta at (760) 777-7125 immediately for correction. Printed: 8/29/24 12:01 pm Page 2 of 4 BUILDING PERMIT Permit Type: Pool Permit Number: BPOL2022-0100 Property Address: 80411 OLD RANCH TRL SOUTH Use of Permit TOLL BROTHERS/ POOL,SPA AND [2] GAS OUTLET AT REAR YARD. *** TOLL BROTHERS/ POOL,SPA AND [2] GAS OUTLET AT REAR YARD. 16LF OF 6' WALL [CITY STANDARD] TWO DROWNING SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. PLEASE PROVIDE WET STAMPED POOL ENGINEERING SHEET ON SITE FOR INSPECTION FIELD VERIF NEW EQUIPMENT MUST BE LOCATED IN AN APPROVED LOCATION EITHER WITHIN THE REAR YARD SETBACK OR 5' MINIMUM FRC THE SIDE P/L--FIELD VERIFY. 2019 CALIFORNIA BUILDING CODE. Construction Details Number of Gas Outlet(s) 1 Total Wall Length (Linear Footage) 16 Valuation Details Financial Information Invoice No. PERMIT-BPOL2022-010 0 Fee WALL/FENCE - FIRST 100LF TECHNOLOGY ENHANCEMENT FEE SWIMMING POOL/SPA/WATER FEATURE PC GAS SYSTEM, 1-4 OUTLETS PC GAS SYSTEM, 1-4 OUTLETS DEVICES, FIRST 20 PC RECORDS MANAGEMENT FEE BSAS SB1473 FEE DEVICES, FIRST 20 SWIMMING POOL/SPA/WATER FEATURE WALL/FENCE - FIRST 100LF PC Total for Invoice PERMIT-BPOL2022-0100 Fee Amount Amount Paid $55.58 $55.58 $5.00 $5.00 $113.38 $113.38 $27.79 $27.79 $13.89 $13.89 $27.79 $27.79 $11.00 $11.00 $1.00 $1.00 $27.79 $27.79 $208.41 $208.41 $69.47 $69.47 $561.10 $561.10 Grand Total for Permit $561.10 $561.10 Workflow / Inspections Workflow Step / Action Name Inspections v.1 FINAL** v.1 PRE -PLASTER v.1 UNDERGROUND PLBG v.2 UNDERGROUND GAS v.2 UNDERGROUND ELEC v.2 BOND BEAM v.2 BOND BEAM v.1 DECK BOND v.2 DECK BOND v.1 FOOTINGS v.2 FOOTINGS v.1 UNDERGROUND ELEC v.1 Action Type Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Inspection Start Date End Date 03/03/2022 0:00 Printed: 8/29/24 12:01 pm Page 3 of 4 BUILDING PERMIT Permit Type: Permit Number: Property Address: Pool BPOL2022-0100 80411 OLD RANCH TRL SOUTH UNDERGROUND PLBG v.1 UNDERGROUND GAS v.1 PRE-GUNITE v.3 PRE-GUNITE v.2 PRE-GUNITE v.1 Inspection Inspection Inspection Inspection Inspection Inspections Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. Certificate of Occupancy A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Service Utilities A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the building official. Printed: 8/29/24 12:01 pm Page 4 of 4 * NO EXISTING LANDSCAPE LIGHTING IN REAR YARD BLOCK BBQ AT +36" WITH ARIZONA TILE QUARTZITE ARTEMIS SLAB S P EC I Fl CATI 0 N S GUNITE SIZE 60'-0" X 14'-0" 38822 EL DESIERT❑ RD. PALM DESERT ❑A 9221 1 PH: (76❑) 34❑-9❑❑❑ FAX: (76❑) 398-9255 CA LICENSE No. 6561 28 * NO EXISTING OVERHEAD UTILITY LINES IN REAR YARD COUNTERTOP AND STONE VENEER EXTERIOR, INSTALL 30" BLAZE SURFACE AREA OF POOL ONLY 487 SQ.FT. * PATIO FURNITURE FOR ILLUSTRATION PURPOSES ONLY FLATTOP GRIDDLE AND 30" ACCESS DOORS ON CENTER, TRUE STAINLESS 80 SQ. FT. RAISED BOND BEAM CAP + STEP PAD PERIMETER 172 LN.FT. DEPTHS MIN 3'-6" MAX 4'-6" STEEL IS UNDER COUNTER REFRIGERATOR AND ALFRESCO UNDER COUNTER 635 SQ. FT. TILE DECKING POOL & SPA COMBINED 703 SQ.FT. / 159 LN.FT. ICE DRAWER RUN DEDICATED GAS LINE TO BBQ LOCATION AND INSTALL (2) GFCI OUTLETS BLOCK WALL AT +36" ABOVE COUNTERTOP 155SQ.FT. POOL TILE COPING SPA SPECIFICATIONS TILE GLASS TILE YES ALONG REAR PROPERTY LINE WALL WITH 6" X 8" X 16" BLOCK CHEEK WALL TO BE INTEGRATED GLASS TILE VENEER EXTERIOR AND CAULKING DETAIL 125 SQ. FT. BELGARD PAVERS SIZE s' o" x 7' o" SQ. FT. 56 LN. FT. 30 WATERLINE WITH RAISED PLANTER BED WATERPROOF BLOCK 249 SQ. FT. CONCRETE STEPPING PADS, DECK SPA DAM WALL WIDTH 12" R.B.B. TILE YES NO. OF JETS (6) HYDRO THERAPY 6" X 8" X 16" BLOCK CHEEK WALL TO BE INTEGRATED RAISED BOND BEAM AT +12" WITH 12" X 24" LARGE FORMAT TILE VENEER FACE AND CAP, INSTALL (2) 36' SHEER DESCENTS WITH RAISED PLANTER BED WATERPROOF BLOCK ON INDEPENDENT PUMP LIGHT (1) JANDY HYDROCOOL TRIM TILE RAISED SPA AT +12" ILLW RIM FLOW SPSPECIAAYL NOTESTYPE DECKING SPA SPLIT MAIN DRAIN SUCTION MINIMUM 3' APART. SQ. FT SEE NOTES ANTI 10" ASME / ANSI APPROVED 85'-4" PL EXCAVATION / STEEL BOBCAT FINISH SEE PLAN -COVERS TYPE SEE PLAN EXPANSION JOINTS YES P L TANNING SHELF — ACCESS FROM CANTILEVER � - - $$.i— I ■■ ELEVATION DOUBLE CANTILEVER —�I _ _ _ lz.'_��_�do_�_. �_�do _ BLOCK FIRE PIT AT +18" WITH TILE VENEER EXTERIOR AND CAP, 2 I I I I I I I I SPA AT +12" WITH TILE DAM WALL, (6) HYDRO THERAPY FIREBRICK INTERIOR FINISH, MANUAL BURNER ASSEMBLY WITH CONCRETE REMOVAL LOADS SLEEVES SOD REMOVAL LOADS STEPS JETS AT ALTERNATE HEIGHTS, 6" TILE WATERLINE, PEBBLE TEC o, ®-- .- • • I GAS VALVE AND KEY, SMALL LAVA ROCK MEDIA INTERIOR FINISH PB - - - _- TREE REMOVAL BY STEP FACE 14' IRRIGATION REMOVAL BY TILE BASE YES - - - ■ I — ? ? — 4'-6" WD 1 4'-6" WD IRRIGATION REPAIR SAND AND VISQUEEN RIM FLOW AT 0" - - BELGARD 12" X 48" SUNDECK TILE OVER CONCRETE R.B.B. FT. BANDS 55 FT. MOW STRIP 0" i m6" I SUB BASE, #3 REBAR, COLOR TO BE SPIRIT 15" WIDE ARIZONA RESIDE, BEIGE TILE 12" X 24" 3'-6" WD 3'-6" WD 6" WD = 12" R.B.B. EQUIPOTENTIAL BONDING GRID YES 12" WD 12" WD 18" R.B.B. FT. FT. WELDED WIRE MESH NON -SLIP, CUT TO FIT, COPING AROUND POOL PB o" I \/ \I/ \I/ \I/ \I/ \I/ 24" R.B.B. REBAR ■■■■■■�i■■■■■■■■■■■■■I� ■■■■■■■■■■■■■■I� ■■■■■■■■■■■■i i■■■■■■■■■■■■ ■■■■1 �I �I �I �i-ii-I ��_ I 1 1 1 1 1 1 1 1 i-ii-II I I I I I I I I I 6" 0" 30" R.B.B. FT. BARBECUE COUNTERTOP POOL /SPA LIGHT JUNCTION BOX I I ��"1 ARIZONA RESIDE, BEIGE TILE 12" X 24" NON -SLIP TAN SHELF DEPTH 6" WD 14'-8" ��� 10,-7„ ROCK POCKETS MASONRY POOL / SPA LIGHT ON GROUND FAULT CIRCUIT INTERRUPTER II 4-,' COPING TYPE TILE / RIM FLOW • I CENTERS R.B.B. FACING TILE J' ■ SPILLWAY TYPE SIZE SPA AIR LINE I PB STEPS PLUMBING 460 SQ.FT. PROP. EXT. WALLS TRANSFORMER 16'-1" CASUALa� �I FILTER JANDY SIZE JANDY PLANTER WALL 1 POOL PUMP SIZE 2.7HP VSP WALLS AIP. PRIMARY 15S"k12' I BOOSTER PUMP JANDY SIZE 2.7HP VSP I BDPOOM SUITE ago EQUNG WAININGLLS ADDL PUMP JANDY SIZE 2.7HP VSP ADDL PUMP JANDY SIZE 2.7HP VSP SEAT WALLS BIR PIT POOL EQUIPMENT 50 AMP SUBPANEL PB 19'1"X113'4° ID HEATER JANDY SIZE 400,000 BTU BE BARBECUE WITH 36" CLEARANCE AT FRONT AND SIDE U U �0 �� 120 - 2 POLYPROPYLENE GAS PIPE CONTROL SYSTEM IQ904 PS SAND SET PAVERS STUCCO CHLORINATOR PAINT SURGE TANK LOCATION E� WIRELESS CONTROL , {+ � I SKIMMER TYPE FILL LINE AUTO EBBL /PLASTER POOL EQUIPMENT: 400,000 BTU HEATER *ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED GAS LINE STUBS LI P OLD JANDY HYDROCOOL LIGHTS SPA (1)JANDY HYDROCOOL HTS W.F. ATTACHED TO POOL EYE BALL FITTINGS crTEAT ROOM I OTHER W.F. - nEF 24'12413'' l7C@itJNC I • �, I LIGHTS IN POOL(6) JANDY HYDROCOOL ECLIPSE DRAINS DEEP HEAT RETURNS [ [ -M LIGHTS IN SPA (1) JANDY HYDROCOOL ANTI VORTEX 7 MOFLOW •- ALK•If „ I I I - CLOSET Ia jE'+ PI $+ LIGHTS IN W.F STUB SET EQUIPMENT FENCING 5'�� ---�/--- FI KfTN I r Et�l �, a PLUMBING SIZE FENCE TYPE PB I��,�,•����„ t$L MY/ HEAT PACKAGE HEIGHT 10'-9" 46F WALLDEEP Q360INFLOOR = SppCf OyCN VARY- ECLIPSE DRAINS GATE GATE REVERSAL VORTEX 7 MOFLOW & REHANG BBQ STRUCTURE AT +36" WALL EXTENSION AT +36" I s�„"T`PY Dimja flHANTI MISC.REMOVE ABOVE BBQ COUNTERTOP eta-; .i .�; i tiVDRUser OOM uA u1" 117'-5" 115'-10" I . ',,_L�',- I 'rri''>�w 1 GUNITE I COLORED CONCRETE STEPPING DEEP END RAMP M ' �''_ PADS WITH WASH FINISH EST. START ♦ sil VS + EXTEND 2nd STEP Ar' / M / I 9'-4" i i-1 .,_ tyE moiety ; ',mph- r to p -. EST. COMPLETION LOVESEAT COPING RIM FLOW MISCELLANEOUS R.B.B. -SEE STEEL MISTING SYSTEM I a*:.. I TRELLIS A 3 I MAIN HOUSE 200 AMP ELECTRICAL PANEL I GARAGE1.4XFP:r 2-CAR OWNER RESPONSIBILITIES OWNER TO: (1) DETERMINE THE APPROXIMATE ELEVATION OF POOL OR SPA AT LAYOUT ON DAY OF EXCAVATION. (2) TAKE NOTICE THAT POOL AND EQUIPMENT LOCATIONS ARE SUBJECT TO ACCEPTANCE OF LOCAL BUIL CON RETE SHE L AT THE TIME CE ISSDAIL FO SEOF PERMIT(3) WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED. (4) AGREE THAT TESERRA IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OBJECTS, AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, OR OTHER ITEMS IN THE ACCESS AREA. (5) SEE THATALL FENCING, GATES, AND GARAGE DOORS MEET LOCAL CODES FORA POOL ENCLOSURE PRIOR TO PREPLASTER INSPECTION. (6) FILL POOL IMMEDIATELY AFTER PLASTER. (FOLLOW INSTRUCTIONS -- DO NOT USE RUBBER HOSE) (7) TAKE NOTICE THAT THIS DRAWING IS THE SOLE PROPERTY OF TESERRA AND THAT ANY USE WITHOUT WRITTEN PERMISSION OF TESERRA IS PROHIBITED BY LAW. OWNER APPROVES PLAN, POOL, AND EQUIPMENT LOCATIONS AND HAS READ THE RESPONSIBILITIES AND NOTICES ABOVE. SIGNATURE(S) DATE —0 A s GAS METER IL ' , ■. ■. \ / STO\E CEE< RA\CH LOT 35 i PB I BPOL2022-0100 r'"•LEX P NA II-1- C;, I I I 1 CI �i OF LA Qll N TA I ■� � j l - III BLJ LU N GD VI 9 ON II PROPERTY LINE WALL AT +72° 1" ,■• ,■• ■■• •■ / REVI EYED FOR ' II ,/ II k■ • _■■• _■■• _■■• _■■• _■■• _■■ / / / COCE COI�LI IN CE �i_ / BLOCK WALL DETAIL ��w J AN AYA 04/29/2022 A CUSTOM PROJECT FOR 1 ■• �■• —• �■—• �■— �■• —• �■� � i . �- I NAME S TO \ E C E E A \ C E 0 T 35 I SCALE: 3/8"= 1'-0" �. ■• ■• ■• _■■• _■ ■• _■■• _■■• _■■• o i BEDROOM 2 ; TOLL BROTHERS/ POOL,SPA AND[ GAS OUTLET AT REAR 12.3"X111'• _� ■• ■• ■• ■• -■■• -■■• -■■• -■■• -■■• -■ YARD. 16LF OF 6' WALL [CITY STANDARD] TWO DROWNING COMMUNITY STONE CREEK RANCH SAFETY FEATURES AND BARRIERS REQUIRED TO BE 187X1Cre' �i�MN=►EmEmm 7 =Momom I INSTALLED AT PRE -PLASTER INSPECTION. PLEASE JOB ADDRESS 80-411 OLD RANCH TRAIL SOUTH CITY LA QUINTA HOMEOWNER MOBILE \,,, ` PB \ I ■' ■' •' •' -_'■' ■■■■■� -I■• -'■' -I■' ■' -�I I PROVIDE WET STAMPED POOL ENGINEERING SHEET ON HOMEOWNER EMAIL ` � I SITE FOR INSPECTION FIELD VERIFY. NEW EQUIPMENT PROJECT MANAGER MOBILE (760)289 —9214 1 \. r ■' —■■' —■■' —■■' —■■' I MUST BE LOCATED IN AN APPROVED LOCATION EITHER PROJECT MANAGER EMAIL kevinbC�?teserraoutdoors.com `,_ . - R■■ •ILE 132' - 2" POLYPROPYLENE GAS PIPE 4s• —=e—=e—m— — — ��, _■':■': �■�• WITHIN THE REAR YARD SETBACK OR 5' MINIMUM FROM THE SIDE P/L--FIELD VERIFY. 2019 CALIFORNIA BUILDING CUSTOMER NUMBER: SCALE g1I 1 I DATE 03,01,2022 DESIGNED BY GM, JP,GM, PROJECT MGR. KEVIN B. CHECKED BY - �' ELECTRIC r IN ■- CODE. CONDUIT PB -■■' -■■' -■■' -E PB MB # DBX # REVISIONS DATE: ■- , , S$%$S$%$i_■.f5H -IN-_I _.■ ��i��,I J ����:-�:-�:-.■. ■. -. . SAFETY FEATURES: ALL ANTI COVER INSTALLATION MEETING CURRENT STANDARDS OF THE AMERICAN 1 1-1-17 -ENTRAPMENT Mil SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) PB i-■■■n ■• _ii PB ELECTRICAL: �% u I I EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE P L P L GRADIENTS IN THE POOL AREA AS PER CEC ART. 680.26. 3 ACCESS 20 1 9 CALIFORNIA RESIDENTIAL CODE ( BASED ON 2018 IRC ) 20 1 9 CALIFORNIA BUILDING CODE ( BASED ON2018IBC ) 20 1 9 CALIFORNIA MECHANICAL CODE ( BASED ON 2018 UMC ) 4 5 20 1 9 CALIFORNIA PLUMBING CODE ( BASED ON2018UPC )TITLE24.PART 20 1 9 CALIFORNIA ELECTRICAL CODE ( BASED ON 2017 NEC ) 20 1 9 CALIFORNIA ENERGY GREEN CODE 20 1 9 CALIFORNIA ENERGY CODE OLD RANC RAII. SOU GOVERNMENT CODE SECTION 4216.2. (a) (1) EXCEPT IN AN EMERGENCY, ANY PERSON PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL NOTIFICATION CENTER, AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN 14 CALENDAR DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED IN AND AREA THAT IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TOCONTAIN SUBSURFACE INSTALLATIONS OTHER THAN THE UNDERGROUND FACILITIES OWNED OR OPERATED BY THE EXCAVATOR AND IF PRACTICAL, THE EXCAVATOR SHALL DELINEATE WHIT WHITE PAINT OR OTHER SUITABLE MARKING THE AREA TO BE EXCAVATED SELECTION S STONE CONSTRUCTION AUTHORIZATION INSTALLATION POOL AND EQUIPMENT WILL WITH TILE OF SYSTEMS COMPLY SECTION 114 - MANDATORY REQUIREMENTS SALES FIELD PAVERS EXIT ALARMS TO BE INSTALLED ON ALL DOORS WITH DIRECT ACCESS DIG CONCRETE TO THE POOL PRE-GUNITE POTS/BOWLS POOL HEATERS / PUMP EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S UNDERGROUND PEBB/PLAS RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS MASONRY BOULDERS ALL DECKING EXPANSION JOINTS FOR REPRESENTATION ONLY, DECK DRAINAGE NOTE: Drainage and irrigation for planters and pots, by others, unless otherwise noted. FIELD LAYOUT WILL VARY PRE -PEBBLE I000# F- a_ w 0 J 0 0 a_ SCHEDULE "A" WALL, THICKNESS VERT. STEEL SPACING VERT. DEPTH IN FEET #3 , 6"AT 12" 0 6" #3 AT 12" I, - 6" AT #3 2' 2' - 6" #3 AT 12" 3' #3 6"4 AT 12" 8" #3 AT 6" 5' 8" #3 AT 6" 6' #3 10" AT 4" 7 II" A#3 " 8' z z 0 CDC fu_ b" SLOPE 1/8" TO !/4," PER I'-0" x z N J ELT 12" L 3" CLR. OR AS REQ'D BY CITY SEE_DECKNG .NQIES COMPACTED SOIL 3-#3 BARS 4_ TYPICAL BOND BEAM STEEL WATER SURFACE #3 VERT. BARS PER SCHED. "A" #3 HORIZ. BARS AT 12" O.C. THROUGHOUT WALL THICKNESS TO BE -> CHANGED UNIFORMLY FOR POOL DEPTH 5-FT. OR GREATER, ADD #3--VERT. BARS -PER - SCHEDULE "A" AT LEFT STOP EXTRA STEEL TYP, POOL REINFORCEMENT USE F'c = 3000 PSI AT RAISED WALL. SPECIAL DEPUTY INSP. REQ'D! POOL X-BARS OR SPA INSIDE FACE 3" CLR. 12" #3'S AT e 12" O.C. HORIZ. t 7-FT. MINIMUM DIST.-I I TAT (TYP.) X DEOSDENDIING SLOPE VERTICAL STEEL: X-BARS INSIDE FACE TEST COMP. STRENGTH AT 7, 14, AND 28-DAYS. SUBMIT COMP. STRENGTH RESULTS TO BLDG. INSP.. #3 VERT. AT 6" O.C. OUTSIDE FACE 3" CLR. 2' MIN TOP OF SLOPE 'II &1 H/6 OR 11 I D E 2' 3' 4' 5' 3 #3'S AT 6" O.C. 4 #3'S AT 6" O.C. #3'S AT 6" O.C. 5 #3'S AT 6" O.C. #3'S AT 6" O.C. #3'S AT 4" O.C. 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. BLANK MEANS SPECIAL ENGINEERING REQ'D. ELEVATED POOL WALL POOL DEPTH TOE OF SLOPE lift" 11I WIDTH OF KEY "" "X„ 3' 24" 4' 24" 5' 24" 6' 24" w J D 0 w U UJ W POOL DEPTH SCHEDULE - I RADIUS SCHEDULE GUNITE SURFACE POOL DEPTH 3'-6" I'-0" 4.'-0" I'-0" 5'-0" I'-b" 5'-6" 2'-0" 6'-0" 2'-6" 6'-6" 3'-0" 7'-0" 3'-6" 7'-6" 4'-0" 8'-0" 4'-6" 8'-6" 5'-0" #3 AT 12' O.C. BOTH WAYS IN POOL BOTTOM, CENTER ALL STEEL IN GUNITE 18" MINA, TRANSITION USE F'C = 3000 PSI AT INFINITY WALL AND TROUGH WALL. SPECIAL DEPUTY INSP. REQ'D! 5'-0" MAX. DEPTH #3 TIES AT TOP AND BOTTOM OF POOL WALL PRE -CAST COPING CONC. DECKING I -FIN. GRADE _. \//\\i�\\ice\i�\�\i'��` 3-#3 TYP. BOND BEAM COMPACTED 1 6,10 SOIL 4, 41770 5 #3 AT 6" O.C. VERT. BARS IN RADIUS 3" CLR. #3 VERT. BARS AT 6" O.C. (FOR DEEP END RAMP ONLY) #3 HORIZ. BARS AT 12" O.C. THROUGHOUT 33° MAX. SHALLOW OR DEEP END RAMP TEST COMP. STRENGTH AT 7, 14, AND 28-DAYS. SUBMIT COMP. STRENGTH RESULTS TO BLDG. INSP.. 12" VARIES 12" 3" CLR #3 HORIZ. AT 12 " O.C. (TYP.) ; #3 VERT. AT 4" O.C. (TYP.) #3 VERT. AT 4" O.C. (TYP.) ...- - #3's AT 12"\\/\ O.C. E.W. /// #3'S VERT. AT ;X 6" O.C. TO 24" ABOVE POOL BOTTOM i 6 3" CLR w Q x Q 18" MIN. TRANSIT ION 8'-6" MAX. DEPTH AT DEEP END MAX. 1r SEE SCHEDULE 2 \/\/... \\/, •s COMPACTED- �// /\\//� s'�Ac45° SOIL/`. ONE STORY HOUSE, 6�\\ OR GARAGE FOUNDATION, /�i,� OR 6-FT. HIGH BLOCK WALL <'G� 1000 LB/FT MAX. LOAD 4/ 3° CLR. PLACE ADD'L VERT. STEEL �F� IN WALL IN ACCORDANCE WITH SCHEDULE 2 CONC. DECKING EXPANSION JOINT TYP. BOND BEAM W/ 3 #3 BARS WATER SURFACE FOR TYPICAL WALL THICKNESS SEE DETAIL 1 BUILDING SURCHARGE 1/2" X 3" FELT APPROVED MASTIC SEALANT CONC. DECK EXIST. HOUSE OR BLK. WALL FOOTING > j\j\�j\/\�/ /\%/�,%i ;\/\/\/\/\/ \/` i/ 4/\ EXPANSION JOINT ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES SHALL BE SEPARATED BY A 1/2" MIN. JOINT OF NON -EXPANSIVE, NON -POROUS FELT OR SIMILAR MATERIAL. SCHEDULE - 2 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" 0.C. #4 AT 4" O.C. BLANK MEANS NO SPECIAL THICKNESS OR REINF. REQUIRED. NOTE: VERIFY DIRECTION OF DAM WALL BEVEL WITH WATER FEATURE DESIGNER'S NOTES AND DETAILS. 3" CLR #3 VERT. AT 6" O.C. n <-911 />%/> >%/>\//>1>,`.%/V/V/;�%i 3" CLR VARIES INFINITY EDGE #3 HORIZ. AT 12" O.C. (TYP.) #3's AT 12" O.C. EACH WAY (TYP.) MIN. WALL THICKNESS STL. SPCG. VERT. DEPTH IN FEET 6" 0' 6" I' - 6" 2' - 6" 3' 6" #3@6" 4' 6" 5' #3@6" 8" #3@6" 6' 10" 7 #3@4" 10" 8' #3@4" 12" #4@6" 9' - 13" #4@4" 10 PRE -CAST COPING SLOPS TO DRAIN 3-#3 TYP. BOND BEAM SPECIAL ENGINEERING REQ'D FOR RAISED PLANTER / '.0 COMPACTED • SOIL 6" MIN. / THK. #3 VERT. BARS AT 12" O.C. 3" CLR.-#3 HORIZ. BARS AT 12" O.C. THROUGHOUT STOP FIRST ADD'L VERT. STEEL STOP SECOND ADD' VERT. STEEL PLACE FIRST ADD'L #3 BAR AT 12" O.C. AS SHOWN RAISED BOND BEAM WATER SURFACE PLACE ADD'L #3 BAR AT4"O.C. -BR-#4--BAR AT 6" O.C. PER TABLE AT LEFT K EP 3" CLEAR FROM EARTH -SIDE FACE OF WALL. TYP. POOL BOTTOM 18" MIN. TRANSITION FILL DEPTH 'H' SEE SCHEDULE 3 VERT. DEPTH IN FEET 0' I' 2' 5' CONC. DECKING -FIN. GRADE /. // /i /: Y/: »/: Y/: 3-#3 TYP. 6" II BOND BEAM t'NEW' FILL 3" CLR. TYP. NAT. GRADE 8' #3 AT 12" 0.C. EXTRA VERT. STL. IN RADIUS Po WATER SURFACE #3 VERT. BARS AT 12" 0.C. #3 HORIZ. BARS AT 12" O.C. THROUGHOUT RP��US \-\ wr cv 0 SCHEDULE - 3 POOL DEPTH 'H' D1 D2 3'-0" 3„ 3„ 4'-0" 4" 4" 5'-0" 4" 4" 6'-0" 7" 5" TYP. POOL BOTTOM 18" MIN. FILL ADJACENT TO POOL - DEEP END TRANSITION 0 VARIES TO 5 CONC. DECKING - -FIN. GRADE WATER SURFACE- \i\\ \\\i\\j 3-#3 BARS AT BOND BEAM #3 VERT. BARS AT 12" O.C. .`. #3 HORIZ. BARS AT 12" O.C. THROUGHOUT -'NEW' FILL NAT. GRADE. - %i;%i;%i \/\`ice s f._ 3" CLR. Q TYP. 6" 12" Q z 18" MIN., TRANSITION FILL ADJACENT TO POOL SHALLOW END 3'-0" TO WET SURFACE OF POOL WALL APPROVED SEAL 8 EXPANSION JOINT STONE, PAVERS, OR SOIL / PRE -CAST COPING TILE 3-#3 BARS AT BOND BEAM PLASTER COPPER BOND CONDUCTOR CLR* ATTACHED TO #8 AWG BARE SOLID COPPER WIRE AT MIN. (4) POINTS. CONDUCTOR SHALL FOLLOW THE CONTOUR OF THE PERIMETER SURFACE. COPING, STONE, PAVERS, OR SOIL SURFACE OF POOL WALL 15 LB. FELT OR (SLIPSHEET) - :se - LEVEL BOND BEAM WITH GROUT BEFORE POURING DECK BONDING // #3 BARS OR 6" X 6" / 10 GA. W.W.F. 4 CLR. DECK 4" CONC. SLAB MASTIC -TILE 3-#5 BARS PLASTER TYPICAL CANTILEVER DECK BONDING GRID REQUIREMENTS FOR PAVED AND UNPAVED SURFACES: POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN ACCORDANCE WITH CEC 680.26(8). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. NOTE FOR RAISED SPA WALL: AS AN ALTERNATIVE, VERTICAL STEEL MAY BE POSITIONED 3'' CLEAR FROM THE WET SIDE (TENSION SIDE) AS A SINGLE CURTAIN. USE #3 VERT. AT 6" 0.C. AND #3 HORIZ. AT 12" 0.C. (TYP.) DECK OR CAP 2-#3 BOND BM. 0 111 SURFACE 4,3 12" #3 VERT. BARS 6" MIN. EACH FACE OR CAP RAISED SPA 2-#3 BOND BM. WATER SURFACE #3 AT 6" 0.C. 3"/S 9" MIN. THICKNESS USE DOUBLE CURTAIN FOR WALL GTR. THAN 9" 18" #3 HOR1Z. BARS (TYP.) NOTE: PROVIDE (2) ANTI -VORTEX DRAINS. ONE LOCATED IN SPA FLOOR AND ONE LOCATED ON SIDE OF SPA SEAT 3" ABOVE SPA FLOOR, PER IAPM0 POOL AND SPA CODE. VERT. STEEL AT STRAIGHT WALL. ;4, SPA 6" TYP. FLOOR SECTION WITH #3 SEE TYP. POOL SECTION SPA ADJACENT TO POOL MIN. NEC APPROVED CONDUIT LIJ LLJ BOTH WAYS AROUND NICHE ELEVATION RECESSED LIGHT LAP (TYP.) RECESSED LIGHT Tr r NICHE I I I SECTION AT LIGHT BOX BEND BOND BEAM STEEL AROUND NICHE SECTION 18" LAP PLAN SKIMMER NICHE DETAIL 6" #3 BARS AT 6" PAD SIZE "P" BOULDER WT. K--8" MIN. THICKNESS STEEL REINF. "X" BARS FOR POOL 2' TO 5' DEEP LAP 24" TABLE 1 6 BOULDER SIZE "P" PAD SIZE "W" "D" STEEL "X" BARS TABLE 2 BOULDER SIZE "P" PAD SIZE "W" "D" STEEL "X" BARS BOULDER ON BOND BEAM TOP OR TOE OF SLOPE PROVIDE (2) ANTI -VORTEX DRAINS WITH NSPI-APPROVED SUCTION COVERS. LOCATE DRAINS EQUAL DISTANCE APART FROM OUTLET PIPE. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI /APSP-7 LOCATE MAIN DRAINS AT LOW POINT. MAIN DRAIN PIPES SHALL NOT ENCROACH INTO GUN1TE SHELL. WATER LEVEL R=2'-6" MAX. ADD #3 BARS AT 12" 0.C. LONGITUDINAL AT TRANSITION REINFORCE GUN1TE WITH #3 BARS NOTE: INSTALL HYDROSTATIC VALVE AND ROCK PACK AT LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. ALL ORGANIC MATTER (ROOTS, GRASS, TRASH) MUST BE REMOVED PRIOR TO PLACING CONCRETE. THE SUBGRADE MUST PROVIDE A UNIFORM LOAD-BEAR1NG SURFACE. TYPICAL LONGITUDINAL SECTION CONSTRUCTION CODES BUILDING AND SAFETY: INTERNATIONAL SWIMMING POOL AND SPA CODE (1SPSC 2018) CONCRETE (GUNITE OR SHOTCRETE): STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS: STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS: PLASTER: NATIONAL PLASTERERS COUNCIL (NPC), TECHNICAL STANDARD FOR PUBLIC SPAS: STANDARD FOR PUBLIC SWIMMING POOLS: ACI 318-19 ISPSC 2018, CHAPTER 8 ISPSC 2018, CHAPTER 9 MANUAL, NPC-I2, 2016 ISPSC 2018, CHAPTER 5 ISPSC 2018, CHAPTER 4 AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE ANSI/APSP/ICC/APSP-7 2019 CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF POOL & SPA PROFESSIONALS (APSP) (703) 838-0083 (WWW.APSP.ORG) ANY APPLICABLE LOCAL ORDINANCES HEALTH AND SAFETY NOTES 1. POOLS WITH DIVING BOARDS SHALL MEET THE NSPI DIVING POOL GEOMETRIC STANDARDS, AND OR LOCAL CODES. (CBC 2019, SEC. 31B-I THRU SEC. 3IB-3, AND SEC. 3113B, AND ISPSC 2018, CHAPTER 8.) 2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISTIVE DEVICES FOR THE DISABLED. 3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 4. POOL FENCING SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. 5. 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 SELF -CLOSING AND SELF -LATCHING WITH LATCH A MIN. OF 5-FT. HIGH. WHERE THIS VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. (CBC 2019, SEC. 31I9B CRC 2019, APPENDIX G 105). 6. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND TWO MAIN DRAINS. 7. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 8. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 9. ANY METAL WITHIN 5-FT. OF POOL EDGE MUST BE GROUNDED PER THE N.E.C. GENERAL NOTES I. THIS STANDARD STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING POOL AND/OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINES, SLOPES, RETENTION BASINS, STRUCTURES, FENCES AND WALLS. PLOT PLAN MUST SHOW SURFACE DRAINAGE AWAY FROM POOL. 2. REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE APPLICABILITY OF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE. 3. THIS IS A GENERIC POOL PLAN, DESIGNED FOR POOL CONSTRUCTION IN POROUS, WELL -DRAINED, NON -EXPANSIVE, COMPACTED OR NATIVE SOIL. IT IS THE RESPONSIBILITY OF THE HOMEOWNER OR POOL CONTRACTOR TO VERIFY SOILS CONDITIONS PRIOR TO CONSTRUCTION. 4. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER THE POOL, SUCH AS CUT -FILL TRANSITIONS. 5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE HOMEOWNER TO OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. 6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN 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 FOLLOWING CONDITIONS APPLY PER CBC FIGURE 1808A.7.1 FOR STRUCTURES LOCATED CLOSE TO THE TOP OF SLOPE. EQUALS POOL DEPTH OR H/2. (GREATER DIST. CONTROLS) * DOES NOT APPLY IF 'Q' IS GREATER THAN 20' IF "X" IS LESS THAN 7'-0", THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WATER IN THE POOL WITHOUT SOIL SUPPORT PER SEC. 1808A.7.3. USE DETAIL #4 - ELEVATED POOL WALL. SOIL CONDITIONS I. 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 EXCEEDS THE LOCAL WATER TABLE, A HYDROSTATIC RELIEF VALVE IS REQUIRED IN THE DEEPEST LOCATION OF THE POOL. 5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL STRUCTURE AND PROVIDE 2.0% MINIMUM SURFACE RUNOFF. *6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF. OF FRICTION, PASSIVE LATERAL PRESSURE, AND EQUIVALENT FLUID PRESSURE. STEEL SPECIFICATIONS 2. ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR = 18" LAP MIN.). 3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN 3" MINIMUM CLEARANCE BETWEEN STEEL AND EARTH. 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2-1/2". GUN1TE SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE) I. MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS: F'c = 2500 PSI. SEE DETAILS #4 AND #5 FOR F'c 3000 PSI REQUIREMENTS. SPECIAL INSPECTION BY DEPUTY INSPECTOR AND COMPRESSIVE STRENGTH TESTS AT 7-DAYS, I4-DAYS, AND 28-DAYS ARE REQUIRED. 2. GUNITE MUST BE IN CONFORMANCE WITH CBC CHAPTER 19 AND CHAPTER I9A. 3. CEMENT SHALL CONFORM TO ASTM C-I50. 4. IN AREAS WITH MORE THAN 0.2 % SULFATE CONTENT, USE TYPE V PORTLAND CEMENT, F'C = 4500 PSI, AND A 15 MIL VAPOR BARRIER UNDER POOL AND DECK, OR AS DIRECTED BY LOCAL BUILDING CODES. 5. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS. 6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF SILICA PLASTER PER NATIONAL SPA AND POOL INSTITUTE STANDARDS. 7. GROUNDING PER N.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF GUNITE. 8. GUNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACTED FILL. 9. REMOVE ALL REBOUND MATERIAL AND HAUL AWAY. DO NOT USE REBOUND IN STEPS AND BENCHES, OR USE AS FILL MATERIAL! DECKING RECOMMENDATIONS DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION. 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF. 3. EXPANSION JOINTS IN DECKS AND COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT RESILIENT SEALANT. 4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH A 1/2" MIN. NON -EXPANSIVE, NON -POROUS FELT OR SIMILAR MATERIAL. 5. LEVEL TOP OF BOND BEAM WITH ACRYLIC GROUT AND PLACE I5# BUILDING FELT OR 4 MIL. V1SQUEEN ON TOP. DECKING MATERIAL MUST BE ISOLATED FROM COPING OR BOND BEAM. HOMEOWNER I. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. 2. DO NOT TURN POOL OR SPA LIGHT ON WHEN POOL IS EMPTY. 3. DO NOT USE A BLACK RUBBER HOSE WHEN FILLING POOL (IT STAINS THE PLASTER). TIE A RAG ON THE END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASTER. 4. TREES AND LUSH LANDSCAPING LOCATED CLOSE TO THE POOL MAY EVENTUALLY PRODUCE ROOTS THAT CAN PUSH AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT. THE BOND BEAM MAY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALLATION OF A ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING. NOTE: BY THE USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HE/SHE HAS READ AND UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. INSTRUMENTS OF SERVICE: THIS DRAWING IS AN INSTRUMENT OF SERVICE AND REMAINS THE PROPERTY OF THE FLYING BUTTRESS. IT IS NOT TO BE REPRODUCED OR ALTERED IN ANY WAY, NOR DISCLOSED OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE FLYING BUTTRESS. 0 COPYRIGHT 2020 WATERPROOF SLIPSHEET DECK -2" GAP NON -SLIP STONE OR TILE WATER SURFACE POOL OR SPA \-0711-POOL WALL LAP STEEL 18" MIN. ZERO EDGE TROUGH THIS PLAN IS INTENDED FOR USE IN THE FOLLOWING CITIES ONLY: PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALMS, LA QUINTA*, DESERT HOT SPRINGS, INDIAN WELLS, BERMUDA DUNES, YUCCA VALLEY, AND INDIO* POOL AND SPA STEEL REINFORCING PLAN POOL CONTRACTOR: DATE: PERMIT NO.: HOMEOWNER: ADDRESS: TEL. NO.: PLAN VALID ONLY WITH BLACK WET STAMP AND IN BLUE INK ON PLAN * VERIFY SOIL CHARACTERISTICS PER "SOIL CONDITIONS" NOTE #6.