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BPOL2019-002678-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type/Subtype: Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: VACATION POOLS INC P 0 BOX 10940 INDIO, CA 92202 POOL/PUBLIC BPOL2019-0026 c&tit 4 stP Qums DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT 42800 WASHINGTON ST 609040007 WASHINGTON STREET APARTMENTS PHASE 1 POOL VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/8/2019 Owner: REDEVELOPMENT AGENCY CITY OF 78945 CALLE TAMPICO LA QUINTA, CA 92253 $50,000.00 Contractor: i VACATION POOLS INC " FEB 0 8 2019 P 0 BOX 10940 INDIO, CA 92202 F LAQUINTA CITI' fl DESIGN & DEVELOPMENT DEPARTMENT LI (760)775-0468 6835 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 fcommencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class' C� License No.: 56 Jelz Date:. a �� 1 1 pntram',: - 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.). (_) 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 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: WORKER'S COMPENSATION DECLARATION I hereby affirm nder penalty of perjury one of the following declarations: I ve and will maintain a certificate of consent to self -insure for workers' compensa on, as provided for by Section 3700 of the Labor Code, for the performance of t rk for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 700 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: BENCHMARK INSURANCE COMPANY Policy Number: CST5012447 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 oft abnr Code, I shall forthwith comply ith t asp provisions.] Dat 6 App 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 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 city to enter upon the a b ove - meqioney property for inspection pur Date: Signature (Applican ar 8 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: VACATION POOLS INC P 0 BOX 10940 INDIO, CA 92202 BPOL2019-0026 42800 WASHINGTON ST 609040007 WASHINGTON STREET APARTMENTS PHASE 1 POOL $50,000.00 Date: 2/8/2019 Owner: REDEVELOPMENT AGENCY CITY OF 78945 CALLE TAMPICO LA QUINTA, CA 92253 Contractor: VACATION POOLS INC P 0 BOX 10940 INDIO, CA 92202 (760)775-0468 Llc. No.: 856835 Detail: POOL AND SPA, SPLASH AT WASHINGTON STREET APARTMENTS PHASE 1 POOL[TODD LACHER ENGINEERING] THIS PERMIT DOES NOT INCLUDE ENCLOSURE FOR POOL OR EQUIPMENT. HEALTH DEPARTMENT APPROVAL ALLOWED FOR CONSTRUCTION OF POOL AND SPA. 2016 CALIFORNIA BUILDING CODE. FINANCIAL INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $2.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT QTY AMOUNT DETACHED SPA/WATER FEATURE/OTHER 101-0000-42404 0 $200.12 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $200.12 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $108.87 Total Paid for POOL / SPA: $509.11 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 Vacation Pools, Inc. P.O. Box 10940 Indio, CA 92202 760.775.0468. 760.775.0469 Fax vacationpools 9 (a).gmail. com June 4, 2018 RE: Authorization for License and Permit To Whom It May Concern: I Jessica Hampton, Corporate Secretary of Vacation Pools, Inc. do authorize David Bleicher to pull permit and receive business license for our company. If you have any questions, please call at the phone number listed above. Thank you, Uwner LA notary public or other officer completing this certificate verifies only the identity of the Individual who signed the document, to avh.ch this cei -ificate is attached, and not the truthfulness, accuracy, or validity of that document, State of California, County of Riverside On June 6, 2018, before me, A. Orozco, Jr., Notary Public, personally appeared Jessica Hampton, who proved to me on the basis of satisfactory evidence to be the personfA whose nameds) isjar-e subscribed to the within instrument and acknowledged to me that he/she/thepexecuted the same in his/her/thoir-authorized capaej444es) and that by ] her/theii'signature(&'on the instrument the person(s)-, or the entity upon behalf of which the persorjj r}acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my hand an ial seal. A. OROZCO JR. Signature - NotaryPublic- California Z w' Riverside County Commission # 2196857 My Comm. Expires Jun 9, 2021 J Page 1 of 1 Project Address: layoo �� r APN #: Applicant Name:s�n�� Address: City, ST, Zip: ZA Telephone: Email: Contractor Name: Address: City, St, Zip Telephone: Email: I e e State Lic: F-5w, { PERMIT # U0010(1- PLAN LOCATION: Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech e/ Valuation of Project $ 6'OQo New SFD Construction: xConditioned Space SF ? — Garage SF g Patio/Porch SF 4y v-1 Q 6 6,0 ✓71 Fire Sprinklers SF .JJ~ City Bus Lic: 00/D/ 2 Z pip�J�} 4�2 <- v,= Property Owner's Name: Address: City, ST, Zip Telephone: Email: New Commercial / Tenant Improvements: Total Building SF Construction Type: Occupancy: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 mar,*FNrAc ior P'0'n.K P,�th , , F& k,.4—, County of Riverside DEPARTMENT nF ENV ",/'E TAL AMWrvP:k- JAN 31 2019 POOL/SPA PLAN APPROVAL NOTICE l zc i'r� 7F_r,r� C0MMti Y �f.; Fri ('?A"M_ r SR # Date 1-29-18 PROJECT NAME Washington Street Apartments Phase 1) PROJECT LOCATION Washington Street, La Quinta CA OWNER / CONTRACTOR Vacation Pools PHONE: 1-29-18 The plans are now approved subject to the conditions listed below. 1. Since you are proposing to use cartridge filter you must install a mop sink inside the equipment room to properly flush the filter. 2. Provide 2 handrails for the spa, the handrails are two terminate into the bottom step. 3. Install backflow device on autofill line. 4. Install drinking water fountains inside the pool enclosure. 5. Install a hose bib inside pool enclosure. 6. The building is considered part of the fencing and therefore must have fixed windows at multi purpose and office area. 7. Provide depth markers at spa (minimum 2 sides). Note: storage of chemical quantities above 55 gallons, 500 pounds or 200 cubic feet requires that you obtain a hazardous material permit. CONSTRUCTION INSPECTIONS: Contact the Plan Checker for pre-gunite and pre -plaster inspections at least five (5) working days in advance. A FINAL INSPECTION MUST be made upon completion of ALL work including fencing, safety equipment, and signs. APPROVAL to operate shall not be granted until the facility has passed the FINAL INSPECTIONS and "APPLICATION TO OPERATE" has been completed and PERMIT fees have been paid. Request for inspection should be made at least five (5) working days in advance. Plans Checked By Tracey Ford Phone 760-863-8287 acknowledge the correction oted her d as indicat d on the plans and agr a 4oncorporate them during construction:Signatul Date1 Company Name A Ll�* DEH-SAI 46aV 2/16) Hemet Indio Murrieta Palm Springs Riverside -west 2275 S Main St #204 800 S Sanderson #200 47-950 Arabia St "A" 38740 Sky Canyon Dr 544 S. Pasco Dorotea 4065 County Circle Corona, Ca 92882 Hemet, Ca 92545 Indio, Ca 92201 Murrieta, Ca 92563 Palm Springs, Ca 92264 Riverside, Ca 92503 (951) 273-9140 (951) 766-2824 (760) 863-8287 (951) 461-0284 (760) 320-1048 (951)358-5172 Fax (951) 520-8319 Fax (951) 766-7874 Fax (760) 863-8303 Fax (951) 461-0245 Fax (760) 320-1470 Fax (951) 358-5017 Denartment Web Site - www.riwoeh.ora Ot�MENrqk yF' 9� County of Riverside ERARTMENT OF EN VIR'f N -`AE T E 0 F ,y JAN 31 200 POOL/SPA PLAN APPROVAL NOTICE �} SR # Date 1-29-18 PROJECT NAME Washington Street Apartments (Phase 1) PROJECT LOCATION Washington Street, La Quinta CA OWNER / CONTRACTOR Vacation Pools PHONE: 1-29-18 The plans are now approved subject to the conditions listed below. 1. Since you are proposing to use cartridge filter you must install a mop sink inside the equipment room to properly flush the filter. 2. Provide 2 handrails for the spa, the handrails are two terminate into the bottom step. 3. Install backflow device on autofill line. 4. Install drinking water fountains inside the pool enclosure. 5. Install a hose bib inside pool enclosure. 6. The building is considered part of the fencing and therefore must have fixed windows at multi purpose and office area. 7. Provide depth markers at spa (minimum 2 sides). Note: storage of chemical quantities above 55 gallons, 500 pounds or 200 cubic feet requires that you obtain a hazardous material permit. CONSTRUCTION INSPECTIONS: Contact the Plan Checker for pre-gunite and pre -plaster inspections at least five (5) working days in advance. A FINAL INSPECTION MUST be made upon completion of ALL work including fencing, safety equipment, and signs. APPROVAL to operate shall not be granted until the facility has passed the FINAL INSPECTIONS and "APPLICATION TO OPERATE" has been completed and PERMIT fees have been paid. Request for inspection should be made at least five (5) working days in advance. Plans Checked By Tracey Ford Phone 760-863-8287 1 acknowledge the correction oted her td as indicat on the plans and agr a to ncorporate them during construction: Signatti Date �0l Company Name DEH-SA V 2/16) �b�64{� Hemet Indio Murrieta Palm Springs Riverside -West 2275 S Main St #204 800 S Sanderson #200 47-950 Arabia St "A" 38740 Sky Canyon Dr. 544 S. Paseo Dorotea 4065 County Circle Corona, Ca 92882 Hemet, Ca 92545 Indio, Ca 92201 Murrieta, Ca 92563 Palm Springs, Ca 92264 Riverside, Ca 92503 (951) 273-9140 (951) 766-2824 (760) 863-8287 (951) 461-0284 (760) 320-1048 (951) 358-5172 Fax (951) 520-8319 Fax (951) 766-7874 Fax (760) 863-8303 Fax (951) 461-0245 Fax (760) 320-1470 Fax (951) 358-5017 Department Web Site - www.rivcoeh_nro, Computer Lounge Kitchen Mechanical Rest room Restroom �. 1 2 Hall S.S. HANDRAIL NEW SPA 8'-0" DIA. 2" STEP TRIM TILE ALL STEPS t". EMERGENCY --- Y. ' SHUT OFF SWITCH —ACCESS TO POOL AND SPA �. POOL PLAN SCALE 1/4"=1'-0" Multi -Purpose Room i I DEPTH MARKERS AND INTERNATI OHAt, "NO DIVE" SYMBOL IN WATERLINE TILE TO COINCIDE WITH SYMBOL LOCATION ON POOL DECK (TYP) Office CITY OF LA QUINTA BOILDING DIVISION �EVIEWED FOR CODE 'COMPLIANCE ��t, An►n ��� 2" STEP TRIM — TILE ALL STEPS S.S. GRAB RAIL W/3 TREADS 5" Covered Pool Area S.S. HANDRAIL— - -5' NEW POOL W.D 40' X 19' (2) 300 WATT POOL LIGHT SAFETY EQUIPMENT ' SAFETY SIGNS Pool And Sp Equip. NEW SPA EQUIPMENT NEW POOL `+emu EQUIPMENT SAFETY EQUIPMEN F- a ix\y HOSE BIB SAFETY SIGN \ / Outdoor Shower .3' W.D. '� II ADA APPROVED 'I HANDICAP LIFT GiTY OF!LA QUANTA BUILDING DIVISION ,-RE-VIEWED FOR CODE - - COMPLIANCE DATE' 7o�1a1 BY 4 • d •~ VACATION POOLS, INC. POOL SPECIFICATION SIZE 40'-0" X 19'-0" AREA - 575 SQ. FT. PERIMETER - 118' LN. DEPTH -3'-0" TO -5--0" CAPACITY 15,465 GALLONS R.B.B. NONE FINISH WHITE PLASTER COPING STANDARD WHITE SAFETY GRIP POOL COPING SPA SPECIFICATION SIZE 8'-0" DIA. AREA - 50 SQ FT. PERIMETER - 25' LN, DEPTH -3'-6^ CAPACITY 937 GALLONS JETS 6 FINISH WHITE PLASTER COPING STANDARD WHITE SAFETY GRIP POOL COPING GENERAL NOTES 1. OUR PERMIT IS FOR GUNITE SHELL/ PLUMBING EQUIPMENT SET, WATERLINE TILE, TRIM TILE, WHITE PLASTER FINISH. 2. SIZE OF PLUMBING LINES 2Y2" SUCTION/ RETURN 3. SEE SPECIFICATION DETAILS ON HANDICAP LIFT 4. SEE SPECIFICATION DETAILS FOR ALL EQUIPMENT HEATER/ PUMP/ FILTER, CHLORINATION SYSTEM, METER FLOW, EFFLUENT GAUGE. 5. EFFLUENT AND INFFLUENT GAUGES INSTALLED AT SAME HEIGHT. 6. ALL PLUMBING IS SCHEDULE 40 PVC. 7. DEPTH TILE MARKERS WATERLINE AND DECK TO INCLUDE FT/INCHES. 8. EQUALIZER LINES OF SKIMMERS AND RETURN LINES LOCATED 18" BELOW WATERLINE. 9. POOL SUPPLIED BY CITY WATER SUPPLY. 10. FLOOR BASIN/CLEANOUT WITH CONNECTION TO SEWEF (PUBLIC) IN EQUIPMENT ROOM, 11. COPING IS 22"" THICK 12. TRIM TILE IS NON SKID, BLUE GERALD HAMPTON, PRESIDENT LICENSE #C-53-856835 WASHINGTON ST. APARTMENTS PHASE #1 DESIGN SPECIFICATIONS SHEET DATE:10.27.2018 DRAFTER: ND REVISION NO. 00 7r6 REV. DATE: 00 N U DEPTH MARKERS AND INTERNATIONAL "NO DIVE" SYMBOL IN WATERLINE TILE TO COINCIDE WITH SYMBOL LOCATION ON POOL DECK (TYP S.S, GRAB RAIL 1-1/2" DIA. COPING 1 POOL SECTION z SCALE 114`=V-0- DEPTH MARKERS AND INTERNATIONAL "NO DIVE" SYMBOL IN WATERLINE TILE TO COINCIDE WITH SYMBOL LOCATION ON POOL DECK (TYP COPING—-,,, WATER LINE — POOL SECTION z SCALE 114'=1- 0" WATER LINE - S.S. HANDRAIL 1-1/2" DIA. j — ESCUTCHEON I PLATE WATER LINE \ S.S. HANDRAIL 1-1/2" DIA S.S. HANDRAIL 1-1/2" DIA. — ESCUTCHEON PLATE REINFORCED GUNITE POOL SHELL ESCUTCHEON PLATE COPING 1• _ 8,- ESCUTCHEON PLATE { REINFORCED GUNITE — — SPA SHELL BENCH zMSPA SECTION SCALE 1/4 ==1'-0' ESCUTCHEON PLATE GRAS RAIL AND TREADS DIM. SCALE 1/4--V-0- REINFORCED GUNITE POOL SHELL SLOPE TO BE 10': 1" / 4•IF STAIR AND HANDRAIL DIM. SCALE 1/4"=1'-0" POOL EMERGENCY SPA CAPACITY 8 PERSONS SPA EMERGENCY SIGN o L�5 I 0 � D = INSIDE PIPE DIAMETER SPLIT DRAIN DETAIL �-POOL•C0PING3•TN KCONCRETEW/2- FH POUREDMAR( CONCRETECOPINGHAND,NOEO TO MEEifpRaRl CAL SPECS - rO AWAY FROM POOL A \ OPE• FT MIN 2- M ` TC CF AN M DECK<Ufi C w• RaRo I pR,E. PL,ARLE WATEF'F ooE ­,T nl.EER PRECAST_ SULLNOSE COP IN G SCALE 3/4"=T-0" VACATION POOLS, INC. POOL SPECIFICATION SIZE 40'-0" X 19'-0" AREA - 575 SQ. FT. PERIMETER - 118' LN, DEPTH -3'-0" TO -5'-0" CAPACITY 15,465 GALLONS R.B.B. NONE FINISH WHITE PLASTER COPING STANDARD WHITE SAFETY GRIP POOL COPING SPA SPECIFICATION SIZE 8'-0" DIA AREA - 50 SQ. FT. PERIMETER - 25' LN. DEPTH -3'-6" CAPACITY 937 GALLONS JETS 6 FINISH WHITE PLASTER COPING STANDARD WHITE SAFETY GRIP POOL COPING GENERAL NOTES 1. OUR PERMIT IS FOR GUNITE SHELL/ PLUMBING EQUIPMENT SET, WATERLINE TILE, TRIM TILE, WHITE PLASTER FINISH. 2. SIZE OF PLUMBING LINES 2YZ" SUCTION/ RETURN 3. SEE SPECIFICATION DETAILS ON HANDICAP LIFT 4. SEE SPECIFICATION DETAILS FOR ALL EQUIPMENT HEATER/ PUMP/ FILTER, CHLORINATION SYSTEM, METER FLOW, EFFLUENT GAUGE. 5. EFFLUENT AND INFFLUENT GAUGES INSTALLED AT SAME HEIGHT. 6. ALL PLUMBING IS SCHEDULE 40 PVC. 7. DEPTH TILE MARKERS WATERLINE AND DECK TO INCLUDE FT/INCHES. 8. EQUALIZER LINES OF SKIMMERS AND RETURN LINES LOCATED 18" BELOW WATERLINE, 9. POOL SUPPLIED BY CITY WATER SUPPLY. 1Q FLOOR BASIN/CLEANOUT WITH CONNECTION TO SEWER (PUBLIC) IN EQUIPMENT ROOM. 11. COPING IS 2,1" THICK 12. TRIM TILE IS NON SKID, BLUE GERALD HAMPTON, PRESIDENT LICENSE #C-53-856835 WASHINGTON ST. APARTMENTS PHASE #1 DESIGN SPECIFICATIONS Q12 DATE:10.27.2018 DRAFTER: ND REVISION NO. 00 OF 6 REV- DATE: 00 DEPTH MARKERS AND INTERNATIONAL "NO DIVE" SYMBOL IN WATERLINE TILE TO COINCIDE WITH SYMBOL LOCATION ON POOL DECK (TYP S.S. GRAB RAIL 1-1/2" DIA. COPING. �J@ Pn2L S.ECTION SCALE 1/4"=1'-0" DEPTH MARKERS AND INTERNATIONAL "NO DIVE" SYMBOL IN WATERLINE TILE TO COINCIDE WITH SYMBOL LOCATION ON POOL DECK (TYP COPINGS WATER LINE - POOL SECTION z SCALE 114'=1'-W WATER LINE / S.S. HANDRAIL WATER LINE 1-1/2" DIA. S.S. HANDRAIL 1-1/2" DIA. ESCUTCHEON PLATE REINFORCED GUNITE POOL SHELL ESCUTCHEON PLATE COPING-. ESCUTCHEON PLATE i REINFORCED GUNITE -{ SPA SHELL BENCH SPA SECTION z SCALE 1/4'=1'-0" S.S. HANDRAIL 1-1/2" DIA. ESCUTCHEON PLATE ESCUTCHEON PLATE GRAB RAILAND TREADS DIM. SCALE 1/4"=1'-0" REINFORCED GUNITE POOL SHELL SLOPE TO BE 10': 1" STAIR AND HANDRAIL DIM. SCALE 1/4"=1'4' POOL EMERGENCY SIGNS SPA CAPACITY 8 PERSONS SPA EMERGENCY SIGN nww l4 N o- D = INSIDE PIPE DIAMEiEF SPLIT DRAIN DETAIL %— tiKi4tlrt+nFmwi,'GWraHOLD TO H[ft&Akj"VECS —SLOPE, TO ­EP .i -AlSOM POOL W.' i SCOPE- /ET MIN DFa' DEL SLAP rwi f� PlYA6IE WAi:j�=500, PINE �yqt PRECAST BULL NOSE COPING SCALE 3/4"=T-0" VACATION POOLS, INC. POOL SPECIFICATION SIZE 40'-0" X 19'-0" AREA - 575 SQ. FT. PERIMETER - 118' LN. DEPTH -T-0" TO -5'-0" CAPACITY 15,465 GALLONS R.B.B. NONE FINISH WHITE PLASTER COPING STANDARD WHITE SAFETY GRIP POOL COPING SPA SPECIFICATION SIZE 8'-0" DIA. AREA - 50 SQ, FT. PERIMETER - 25' LN. DEPTH -T-6" CAPACITY 937 GALLONS JETS 6 FINISH WHITE PLASTER COPING STANDARD WHITE SAFETY GRIP POOL COPING j GENERAL NOTES I 1. OUR PERMIT IS FOR GUNITE SHELL/ PLUMBING EQUIPMENT SET, WATERLINE TILE, TRIM TILE, WHITE PLASTER FINISH. 2. SIZE OF PLUMBING LINES ZY2" SUCTION/ RETURN 3. SEE SPECIFICATION DETAILS ON HANDICAP LIFT 4. SEE SPECIFICATION DETAILS FOR ALL EQUIPMENT HEATER/ PUMP/ FILTER, CHLORINATION SYSTEM, METER FLOW, EFFLUENT GAUGE. 5. EFFLUENT AND INFFLUENT GAUGES INSTALLED AT SAME HEIGHT. 6. ALL PLUMBING IS SCHEDULE 40 PVC, 7. DEPTH TILE MARKERS WATERLINE AND DECK TO INCLUDE FT/INCHES. 8. EQUALIZER LINES OF SKIMMERS AND RETURN LINES LOCATED 18" BELOW WATERLINE. 9. POOL SUPPLIED BY CITY WATER SUPPLY, 10. FLOOR BASIN/CLEANOUT WITH CONNECTION TO SEWER (PUBLIC) IN EQUIPMENT ROOM, 11. COPING IS 2z" THICK 12. TRIM TILE IS NON SKID, BLUE GERALD HAMPTON, PRESIDENT LICENSE #C-53-856835 WASHINGTON ST. APARTMENTS PHASE #1 DESIGN SPECIFICATIONS SHEET DATE: 10.27.2018 DRAFTER: ND 2 REVISION NO. 00 OF 6 REV. DATE: 00 Mail Kitchen Mechanical Restroom Restroom —� POOL ACCESS Hall Multi -Purpose -- -. -- - -- - - - - - - 1,- - - SPLIT EQUALIZER LINE 2z"- 36" APART ti 36" MIN. APART, SPLIT DRAIN 2 2 AUTO FILL DEVICE - 21'—SYSTEM W/ PARAMOUNT SDX EMERGENCY SHUT OFF.._- �_ 2 , 2 • DRAIN COVERS 1 DRAIN ON FLOOR AND 1 ON SIDEWALL OF BENCH SYSTEM FOR EACH SUCTION LINE SPA LIGHT- ,- JETS I 2 _: I ;• C.5 i 2}" _ SKIMMER -ACCE5TO POOL AND SPA 4 2z» 2z 2z: -21» z - 22. SPA PLAN SCALE 1/4"=1'-0" SAFETY EQUIPMENT-/ — SAFETY SIGNS SPA PLUMBING SYSTEMI i BASIN IOUT VG RIC AND T LOCATION R VENTS FILL BACK DEVICE DRAIN VACATION POOLS, INC. SPA SPECIFICATION SIZE 8'-C" DW AREA - 50 SQ. FT. PERIMETER 25' LN. DEPTH -3'-6" CAPACITY 937 GALLONS JETS 6 FINISH WHITE PLASTER COPING STANDARD WHITE SAFETY GRIP POOL COPING SPA EQUIPMENT SPECIFICATION (1) HAYWARD C5030 CARTRIDGE FILTER (1) HAYWARD SKIMMER SP107125 (1) AUTOFILL IPS-M920 CA. PH/ORP MONITORING SYSTEM (1) 400,000 HAYWARD BTU HEATERS (1) PENTAIR RAINBOW CHLORINATOR HC3315 (1) CIRCULATION PUMP HAYWARD 2.0 SP32102EE (1) BOOSTER PUMP HAYWARD 2.0 SP32102EE (6) JETS (1) ADA LIFT (1) CRYSTAL LOGIC 300W. LIGHTS (1) EMERGENCY SHUT OFF SWITCH GENERAL NOTES 1, OUR PERMIT IS FOR GUNITE SHELL/ PLUMBING EQUIPMENT SET, WATERLINE TILE, TRIM TILE, WHITE PLASTER FINISH. 2. SIZE OF PLUMBING LINES 2y2" SUCTION/ RETURN 3- SEE SPECIFICATION DETAILS ON HANDICAP LIFT 4, SEE SPECIFICATION DETAILS FOR ALL EQUIPMENT HEATER/ PUMP/ FILTER, CHLORINATION SYSTEM, METER FLOW, EFFLUENT GAUGE. S. EFFLUENT AND INFFLUENT GAUGES INSTALLED AT SAME HEIGHT. 6. ALL PLUMBING IS SCHEDULE 40 PVC, 7. DEPTH TILE MARKERS WATERLINE AND DECK TO INCLUDE FT/INCHES. 8. EQUALIZER LINES OF SKIMMERS AND RETURN LINES LOCATED 18" BELOW WATERLINE. 9. POOL SUPPLIED BY CITY WATER SUPPLY. 10. FLOOR BASIN/CLEANOUT WITH CONNECTION TO SEWER (PUBLIC) IN EQUIPMENT ROOM. 11. COPING IS 2Z' THICK 12. TRIM TILE IS NON SKID, BLUE 13. ALL DRAIN + SUCTION COVERS PARAMONT SDX GERALD HAMPTON, PRESIDENT LICENSE #C-53-856835 WASHINGTON ST. APARTMENTS PHASE #1 DESIGN SPECIFICATIONS SHEET DATE: 10.27.2018 DRAFTER: ND 4 REVISION NO. 00 OF 6 REV. DATE: 00 r � _ ACCESS TO POOL AND SPA SPA P SCALE 1/ 21• 2 212" 221" SPLIT EQUALIZER LINE � 36" APART 212„ �.` 2z" 21" AUTO FILL DEVICE 2�" z 21 z 36" MIN. APART, SPLIT DRAIN -SYSTEM W/ PARAMOUNT SDX DRAIN COVERS 1 DRAIN ON FLOOR AND 1 ON SIDEWALL OF BENCH 1OR EACH SUCTION LINE ti JETS 2 " z! 2�" z 1 SAFETY EQUIPMENT —SAFETY SIGNS SPA PLUMBING SYSTEM NEW POOL PLUMBING (SEE SHEET 3 OF 6) VACATION POOLS, INC. Ot _.ii _t p _----air, •'�__ SPA SPECIFICATION 4 SIZE 8'-0" DIA. AREA - 50 SQ. FT, PERIMETER - 25' LN. DEPTH -3'-6" CAPACITY 937 GALLONS JETS 6 FINISH WHITE PLASTER COPING STANDARD WHITE SAFETY GRIP POOL COPING SPA EQUIPMENT SPECIFICATION (1) HAYWARD C5030 CARTRIDGE FILTER (1) HAYWARD SKIMMER SP107125 (1) AUTOFILL irrroi74u �m. rrI/UKr MUNI IUK] N(j SYS I EM (1) 400,000 HAYWARD BTU HEATERS (1) PENTAIR RAINBOW CHLORINATOR HC3315 (1) CIRCULATION PUMP HAYWARD 2.0 SP32102EE (1) BOOSTER PUMP HAYWARD 2.0 SP32102EE (6) JETS ADA LIFT (1) CRYSTAL LOGIC 300W. LIGHTS EMERGENCY SHUT OFF SWITCH I GENERAL NOTES I 1. OUR PERMIT IS FOR GUNITE SHELL/ PLUMBING EQUIPMENT SET, WATERLINE TILE, TRIM TILE, WHITE PLASTER FINISH. 2. SIZE OF PLUMBING LINES 2Yz" SUCTION/RETURN 3. SEE SPECIFICATION DETAILS ON HANDICAP LIFT 4. SEE SPECIFICATION DETAILS FOR ALL EQUIPMENT HEATER/ PUMP/ FILTER, CHLORINATION SYSTEM, METER FLOW, EFFLUENT GAUGE. 5. EFFLUENT AND INFFLUENT GAUGES INSTALLED AT SAME HEIGHT. 6. ALL PLUMBING IS SCHEDULE 40 PVC. 7. DEPTH TILE MARKERS WATERLINE AND DECK TO INCLUDE FT/INCHES. 8. EQUALIZER LINES OF SKIMMERS AND RETURN LINES LOCATED 18" BELOW WATERLINE. 9, POOL SUPPLIED BY CITY WATER SUPPLY. 10. FLOOR BASIN/CLEANOUT WITH CONNECTION TO SEWER (PUBLIC) IN EQUIPMENT ROOM, 11. COPING IS 221" THICK 12. TRIM TILE IS NON SKID, BLUE 13. ALL DRAIN + SUCTION COVERS PARAMONT SDX GERALD HAMPTON, PRESIDENT LICENSE #C-53-856835 WASHINGTON ST. APARTMENTS PHASE #1 DESIGN SPECIFICATIONS SHEET DATE: 10.27.2018 DRAFTER: ND REVISION NO. 00 OF 6 REV. DATE: 00 VACATION POOLS, INC. -F y, -1 J I_ " -"... POOL SPECIFICATION SIZE 40'-0" X 19'-0" AREA 575 SQ" FT. PERIMETER — 118' LN, DEPTH—3'-0"TO-5'-0° REO'D CLEAR I ` DECK SPACE .1. +r •�.� ADA 1009.2 3 � ,•ns I CAPACITY 15,465 GALLONS I p R.B.B. NONE vl FINISH WHITE PLASTER f l COPING STANDARD WHITE SAFETY GRIP POOL COPING -0t1.<sa.� y SPA SPECIFICATION FRONT VIEW SIZE (RFTRACTFD) RIGHT VIEW (RT RA VIEW D1 � TFN�TOP FInI $ -Q DIA. AREA — 50 SQ. FT. PERIMETER — 25' LN. DEPTH —3'-6" CAPACITY 937 GALLONS POOL LIFT DETAIL JETS 6 — 2'=1%0" POOL LIFT DETAIL !,' — FINISH WHITE PLASTER COPING STANDARD WHITE SAFETY GRIP POOL COPING .NOTE: MAXIMUM FARCE EXCEED GENERAL NOTES .TO OPEN GATE ' iVOi i8 EXCEED SLBS. " V. 4' 1 ` vlv -- -- - __-- - - - 2" S0. STEEL POST ®B'-0" 0.C" 1 1/2" SO- 14 GAUGE TUBULAR STEEL RAIL -- — 3" S0, 16 GAGE STEEL POST 1, OUR PERMIT IS FOR GUNITE SHELL/ PLUMBING �� - - ---F EQUIPMENT SET, WATERLINE TILE, TRIM TILE, •• " 1 1/2S0. 11 GAGE STEEL RAIL I WHITE PLASTER FINISH. 3/4" SO, 16 GAGE STEEL PICKET O 4 1/2" C> C. 1/2" S0, 16 GAUGE STEEL PICKET ® 4 1/2" O.C" 2. SIZE OF PLUMBING LINES 2Y2" SUCTION/ RETURN 3. SEE SPECIFICATION DETAILS ON HANDICAP LIFT CLOSING DSTEEL PIN SELF FENCE COLOR — MATCH ARCHITECTURAL METAL ELEMENTS. 4. SEE SPECIFICATION DETAILS FOR ALL EQUIPMENT CLOSINGG HINGES ENAMEL TO BE A?pRpVED BY OWNER PRIOR TO PAINTING. HEATER/ PUMP/ FILTER, CHLORINATION SYSTEM, sm tT METER FLOW, EFFLUENT GAUGE. ! 5. EFFLUENT AND INFFLUENT GAUGES INSTALLED AT SAME HEIGHT. ryA 6" ALL PLUMBING IS SCHEDULE 40 PVC. 1 1/2" 11 GAGE STEEL RAIL .' 1 1/2" SO. 14 GAUGE TUBULAR STEEL RAIL 7. DEPTH TILE MARKERS WATERLINE AND DECK TO 1 INCLUDE FT/INCHES. LEVER GRADE � -Ski wl-- ---- - MCNICFIaI_s ounury Ps/cR is GA 3/8 so 1/2sTR STEEL CONCRETE CURB TO occuR AT ALL sEcnorls of FENCE $. EQUALIZER LINES OF SKIMMERS AND RETURN LINES LEVER HA(INM [[OIyY%., ANC MESH. SUPPLY PAINTED SAMPLES OF EACH TO L.A. FOR ^ I'�� WHERE iT Is 'Nor INSTALLED INTO POOL DECK. CURB TO BE Pi1�I1C BAR (INSIQE]. MVE 42' APPAL PRIOR TO APPLYING TO FENCE. WELD TO INSIDE �DIA -- 8" H1DE. s 6' THICX, COLOR AND FINISH TO MATCH LOCATED 18" BELOW WATERLINE. ABOVE GRADE OF GAM,- AD,}NCENT HARI 9, POOL SUPPLIED BY CITY WATER SUPPLY. 10. FLOOR BASIN/CLEANOUT WITH CONNECTION TO SEWER WELD ALL CONNECTIONS (MIN .7y" FILLET) & GRIND ALL WELD ALL CONNECTIONS & GRIND ALL WELDS SMOOTH" (PUBLIC) IN EQUIPMENT ROOM. WELDS SMDOTtI" SHpP PRIME &PAINT W/ 2 C4AT5. SHOP PRIME & PAINT W/ 2 COATS OF RUST RESISTANT COLOR TO $f SELECTED PAINT COLOR TO BE SELECTED 11. COPING IS 22"' THICK 12. TRIM TILE IS NON SKID, BLUE %2'=1"-0" POOL FENCE r2' = 1 "-o" SS HANDRAIL PER STATE CODE SEE PLAN FOR MATERIAL POOL STEP TILE TO BE 2 STACKED STRIPS OF 1" WIDE DALTILE 'KEYSTONES' SPA D-146 1/2" FILLET ON TREAD ENDS - 4 wL— GERALD HAMPTON, PRESIDENT LICENSE #C95%-53-856835 �- L,S COMPLETION WAS H I N GTO N ST. - POOL STEP TILE TO BE 2 SOT k QED STATLDKYSONES'PS OF 1SPA -" WIDE 148 APARTMENTS GUNITE SHELL PHASE #1 STRUCTURAL ENGINEER'S CALCS TO BE PROVIDED By POOL CONTRACTOR DESIGN SPECIFICATIONS TILE TO BE SELECTED BY OWNER SHEET DATE: 10.27.2018 DRAFTER: ND POOL STEP DETAIL 12, = 1, 0.. REVISION NO, 00 6 OF 6 REV DATE: 00 0 ► BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4" PER NOTE TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS BOND BEAM HORIZONTAL BARS MAY BE 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO: FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8" TO OVER OR UNDER VERTICAL BARS. SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3' CLEAR FROM EARTH). WOOD FRAME BUILDING 1/4" PER FOOT AWAY FROM POOL. 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN (2-STORY W/ SLAB ON TYPICAL INCLUDING ALL SPECIAL DETAIL THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL GRADE or 1-STORY W/ APPROVED SEALANT RECOMMENDED (PER CRAWL SPACE) DETAIL 8 / TABLE 1 TABLE 5 BASIC GRID #3 1500 //FOOT MAX # ). REQUIRED W EXPANSIVE SOIL. r .1 BARS 0 12' O.C. COPING A WATER SURFACE. ---- DRAIN SEE TABLE 1 & DETAIL #12. BOND BEAM DECKING. MINIMUM TABLE TABLE TABLE "^ # WIDTH PER LOCAL APPROX. 3" BELOW _ B E F G BOND BEAM. BUILDING CODE. 'W o M m C - 3' 0" MIN. z �" a z 3 m Y r � D �¢ F F �o qq w ¢ 7 d ¢ x z rn I g I F- - o m 3 COPING w I cn o NO R.B.B. - o_ 3" 6 ,n _ �- - v�.v.n:, �_ .. ,n ¢,,, ¢ ,., r�. ,r .. •" ,:. ,( 9 " z 25 CLR. < L < t_ BENCH/STEPS - - - - ,- I r< SEE OPTIONS 1 I ° a a ABOVE F UNDISTURBED SOIL 1500 PSF MIN. m BEARING VALUE. __ ........ ........ _ INFLUENCE LINE -1 UNDER-• - - FOR FOOTINGC' SHOTCRETE COVER 4 WATER r !� (j �1 y I• Y )' SURCHARGE TO BE CHANGED •Z pJy�e r \ LIGHT PER i - "1 - � ey UNIFORMLY. DETAIL 10. II ADD #3 0 72" O.C. SEE TABLE 1 Z LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAY4' - b r FOR EXP. OILS. VARY LOCATE S S TESL R 3° CLR FROM EARTH ` " FJ o STEEL BASKET IS NOT REQUIRED ' � , � }: SURCHARGE CONDITION. "-'� -- -- - - 6" THICK MIN. SHOTCRETE (GUNITE) USE TABLE 1 SCHEDULE 'D' VERTICAL STEEL - 2C DRAIN PIPE SHALL NOT EACH #3 BARS 12° O.C. BUILDING SURCHARGE SEE TABLE 1 MIN. ENCROACH INTO GUNITE SHELL EACH DIRECTION SETBACK TO BUILDING) FOUNDATION HORIZONTAL STEEL �' ~ REINF.. IINOTOWFLOOR. S BARS 0 12" O.C. CIRCULATION DRAN . 'W IS LESS THAN POOL DEPTH. IN HIGH WATER TABLE INSTALL TH. #3 30' MIN. FOR TABLE 5G PROVIDE 2 SUCTION OUTLETS PER PUMP COVERED WITH O HYDROSTATIC VALVE AND ROCK ANTI-ENTRAPMENT GRATE AS SPECIFIED IN THE S, PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL (RAISED OR NOT RAISED) `B NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD'G SURCHARGE A B C D 1!v (3) #3 BARS 11 (4) #3 BARS 7 (4) #3 BARS. v 11(4) #3 BARS E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. D R C VERTICAL STEEL C VERTICAL STEEL VERTICAL STEEL C VERTICAL STEEL 3'0' 1'-O" 3" #3 0 12" 3" #3 0 12"#3 0 12- 3" #3 0 12" 3'6" 1'-0" 3" 3" F4" 3" 4 0 1 -0 3" 3" 44'6" 7'-0" 3" 3'/z" 5" 5'O" V-6" 3" #3 0 6" 4" #3 0 6-#3 .. 0 6" .. 5" #3 ® 6" _. 56" 2'-0" 3" 4" 5" Syz" 6'0' 2'-6" 3» 4" 6" 5%' 6'6" 3' 0" 3" 4 '{i 7' 6A 70" 3' 6" 3" 5 8" � 7 ./i» 7'6" 4' 0" 3" 8�1h 8'0' 4'-6" 3" 6" 9" e'A" 8'6" 5•r0' 3„ 6„ 9„ 8'A" LINDICATES TYPICAL RADIUS ACTUAL RADIUS ( NO DECK OR HIGH MAY VARY SEE STRUC RA N TU L OTE 11 EXPANSIVE SOIL # 1.'THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, 2406.4,' INCLUDING :FOCALLY ADOPTED AMENDMENTS. SLOPES AND STRUCTURES IN SAN BERNARDINO COUNTY POOL APPROVED FOR PRIVATE 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN USE ONLY, A SOILS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: POOL LOCATION SHALL COMPLY 'NTH THE SAN BERNARDINO COUNTY ZONING CODE. A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE WALKING SURFACE. RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE S. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD CONTINUOUS SHOTCRETE INSPECTION THE CONTRACTOR OR THE POOL STRUCTURAL PLAN, H IS THE RENC. OWNER NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL AND 08 IN RI INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VAUO ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THE FOLLOWING AGENCIES RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. AMONG OTHERS REQUIRE CONTINUOUS INSPECTION: SURCHARGE R CITY, CYPRESS LAGUNAHILLS DETAILS WHEN THE A. THE CITIES OF: BEVERL HI 3. THIS PLAN IS NOT VALID WIY HILLS, COSTA MESA CULVE C WITHOUT 3 APPLY HERMOSA BEACH IRVINE N CONDITIONS A EWPORT BEACH LA HABRA S SHOWN DETAIL APP LA PALM UNA HILLS LY PER CBC SECTION 1808. A #3 7.3 . ALL POOLS O LAKE ELSINORE LON G BEACH LOS ALAMITOS SHALL COMPLY WITH MISSION VALL NORCO SEAL BEACH, TH SLOPE SETBACKS PER SECTION CBC ON 1808.7.3. STANTON, TUSTIN, VILLA PARK, WESTMINSTER, MORENO VALLEY, 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO BELLFLOWER, YORBA NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, DNDA, SAN DHEGO, SOUTHGATE, MONROVIA, ONTARIO (FOR SPECIAL CASES) & TO FENCING, CONCRETE DECKING AND POOL GEOMEIRICS. MANHATTAN BEACH. 5. DECKING CONSTRUCTION IS SHOWN A AND TITLE 24 ERESIST MHEAVING DOES NOT DEMONSTRATE AS SYSTEM THAT WILL DUETOSOIL EXPANSION. 1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2016 EDITIONS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. l BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 2. A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BF_ P CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CAUFORNIA ENERGY CODE, 2016 INSTALLED BEFORE THE PUMP. BUILDING ENERGY EFFICIENCY STANDARDS, 2016 CALIFORNIA GREEN BUILDING 3. ALL ELBOWS SHALL BE SWEEP ELBOWS. STANDARDS CODE, AND LOCAL ORDINANCES. 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE GEOMETRIC STANDARDS AND/OR LOCAL CODES. APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON -OFF SWITCH, 8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO 9. PUBUC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. ASSISTIVE DEN 4.2. SYSTEM IS INSTALLED DEVICES FOR THE DISABLED. LLED WITH: 10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CON A AT LEAST 36" P DITIOME SI DIMENSIONS PIPE BETWEEN FILTER &HEATS AT JOB ) R FOR FUTURE SOLAR HEATING. SITE. POOL GRADE BREAK LOCATIONS DEPTH DIMENSIONS AS NOTED ON THE B) COVER FOR OUTDOOR POOLS OUTDOOR SPA. i' SHALLLENGTH, T PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR 4.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO ^ IN RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS PERMIT OFF PEAK OPERATION. `qu REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. FENCING AND BARRIERS ELECTRICAL AND PLUMBING 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE 0 ORMANCE W91H THE 2016 CEC NIGH FENCING & GATES WITH NO OPENINGS 4 OR GREATER. GATES TO BE SELF -CLOSING 2. POOL SHELL AND PERIMETER SU RFACES PAVED AND UNPAVED U F ACES $HALL BE BONDED IN& SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES THROUGH FENCING ACCORDANCE WITH CEC 680.268 . BONDING TO PERIMETER SURFA CES SHALL BE O SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE FROM GROUND TO PRONGED AS SPECIFIED IN DEC B Z A OR 2 B AND SHALL BE ATTACHED POOL ( )( )O OO FENCING STALL NOT EXCEED 2 INCHES. WITHERS THIS VARIES FROM LOCAL CODES, L OR TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF THE LOCAL CODES SHALL PREVAIL. D IS DISTANCE DOWN BUILDING FOOTING FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL 2 WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE CBC BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'I' WALL DOES NOT REQUIRE FROM TOP OF POOL WALL. 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. SECTION 3109. INCLUDING LOCALLY ADOPTED AMENDMENTS. FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN SURCHARGE DETAIL * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL SURCHARGE (IN COUNTY OF 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. ) BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) L.A. USE DETAIL 271-60 RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. A. THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 5-00 9 SHALL THE 5. POOLS SHALL BE EQUIPPED NTH A FILTERING SYSTEM. BESREQURED. THESEARRER REQUIREMENTS ANGELES COUNTY HEALTH AND SAFETY CSHAUL BE DE AND ORDINANCE TO THE SWIMMING IN THE COUNTY OF ORANGE REFER TO "UNINCOPORATED COUNTY OF 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. POOL SITE PLAN. °®' TYPICAL LONGITUDINAL SECTION N.T.S. 2 STANDARD WALL SECTION ORANGE SPECIAL(NOTES" REGARDING DESIGN E.F.P. FOR POOLS. N.T.S. 1 7. POO /TREACPCTER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH COUNTY OF LOS ANGELES SPECIAL NOTES ANSI/APSP-7 AND 2016 CBC SECTION 3109-4.4.8. L IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTTER NOTE: 9. A PRESSURE VACUUM BREAKER BACKFLOW PREVENTER (RP DEVICE)IS REQUIRED ON SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, WHEN LESS THAN 10' SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM ALL SWIMMING POOL AND SPA FILLERS PER GPC 603.5.20 AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THE LIMITATIONS BELOW OR ADDITIONAL THE SITE PLAN. 4 (SEE GENERAL NOTES #3) BOND BEAMIA BEHIND POOL WALL SURCHARGES NOT COVERED BY THIS / PLAN ARE PRESENT, ADDITIONAL TABLE #1 ° z 1 4" PER SURCHARGE DETAILS ARE REQUIRED. n FOB SPECIAL DETAIL REQUIRED s WHEN LESS THAN POOL DEPTH OR H/4 o < (1) #4 0 TOP ¢ I� m7.5' AX. H 4 0 - ( M /) ;WATERPROOFNG RECOMMLNDED. SPECIAL DETAIL REQUIRED HORIZ. STEWHEN LESS THAN H/6 6" C.M.U. W/ (10' MIN., 20' MAX.) BARS 0 72#3 VERT.BAR 0 24"(O.C. o SOLID GROUT. POOLS SHALL COMPLY WITH SLOPE ALTERNATIVSETBACKS PER CBC SECTION 1808.7.3 BEAM LOCAr24�' BOND BEAM WATERADDITIONAL SPECIAL DETAILS VERT. STmLINE. STEEL W/ SURCHARGE CONDITIONS - N.T.S. 3 SEE Tam EMBED. a REQUIRED FOR CONDITIONS ABOVE SCHEDULES E, F OR G3''C'IZ. STEEL REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. ,C AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR. o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES: a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE 11 (NON -MOISTURE ' o APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND o_ w SCHEDULE. """ - a ASTM C 90, ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. Q 2. GROUT SHALL CONFORM TO CB/ C IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. m „ POOL FLOOR THICKNESS C co 3. MORTAR SHALL BE TYPE M NTHfc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC. MAY VARY TO ACHIEVE „ 2103 & ASTM C 270. DESIRED WATER DEPTH. -.. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. E F G E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. D C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'6" 3" #3 0 12" _. 3" #3 0 12" 3° #3 0 12" 4'0" 3" 3 4" 4'6" 3" 3A" 5" 5'0' 3" #3 0 6" 3%- #3 0 6" 5" #3 0 6" 5'6" 3" 4" 6" 6'0' 3%" 5" 7" 6'6' 4" 6- e" 7'0" 5" 6" #3 0 4" 8" #3 - 0 3" 7'6" 5�1h" 6' 8" B.O. 6h" 7^ Bh" 9 6' 9" To" Lim" 10'0" 9" 11" 12" 11" 14A" AT MIN' F' - STRUCTURAL NOTES 2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE BUILDING CODE (LACBC). PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS 2 1/2 FEET. CUT -FILL TRANSITIONS. 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW. 40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24°. MINIMUM (`I, TM OF SIMI VALLEY SPECIAL NOTES CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2'. 3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH 1. SEE THE ATTACHED "CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. SPACING IS #4 BARS AT 18" O.C.. 2. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (PCF) FOR POOLS 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE - SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS GIVEN POINT IN THE POOL STRUCTURE. REPORT (CBC TABLE 1610.1). 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1908 & SHALL HAVE 1. WHERE SITE SPECIFIC SOIL TESTING HAS NOT BEEN PERFORMED: A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS WHERE APPLICABLE, 1.1. POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN. EQUIMLENT FLUID PRESSURE SHOTUREIE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY (E.F.P.) OF 100 P.S.F. REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4-INCH. 1.2. ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSI T CEMENT SHALL CONFORM TO CBC SECTION 1903.1. ACI 318 CHAP. 19 & ASTM C 150. STRENGTH (F'c) EQUAL TO 4,500 P.S.I., TYPE V CEMENT, AND W/C RATIO EQUAL TO 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER Fc SPECIFICATIONS SET FORTH). SECTION 19.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL CITY OF SANTA CLARITA SPECIAL NOTES 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL 10.ALL INTERIOR SURFACES OF POOL/SPA SHALL. BE COATED WITH A WATERPROOF AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM SURFACE. DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE. 11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1-FOOT AND SHALL NOT EXCEED ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. 5-FEET. OWNER COUNTY OF SAN BERNARDINO SPECIAL NOTES 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. 1. IN THE ABSENCE OF STE SPECIFIC SOIL TESTING: POOL CONSTRUCITON SHALL BE BASED 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. ON AN E.F.P. OF 60 P.C.F. OR GREATER AND ALL CONCRETE IN CONTACT WITH SOIL 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER) SHALL HAVE r 77 . c - 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0,45 SEE STRUCTURAL NOTE #1 '1 2. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. SHALLOW FEATURES - MAINTAIN 18- MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAMjI N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOIL BUILDING DIVISION 5 NOTES HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6 NOTE: BOND BEAM PER TABLE g"_g• 9" &LARGER /+ BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, SPA AIR -LINE NO 1 & DETAIL #72 2" 2" COD CONCRETE COPING. IDEAS, DETAILS, NOTES ffi SPECIFICATIONS EITHER COPIES MAY BE LOOPED ! �+ B �o P+ 9 1/ 11 - 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO INTO SPA BOND o ""I,,THICK N-+®I'17 r-LIA VE EXPANSION JOINT &SEALANT to 12" BAR LOCATION _ ;d. 1,-s.n �. - _�_ , THIS DESIGN ARE THE PROPERTY SOLEY OF POOL z � O # LEVEL TOP OF GUNITE 4'-0" MI REQ'D. FOR EXPANSIVE SOILS. MAY VARY TO ENGNEERING, INC. PERMISSION FOR ANY COPIES OF $AID 2 3 x - (4) #3 BARS 1 COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, 1" CLR. TO REINS < ' BARS. ¢ ---- ' W/ GROUT & PLACE PER DETAIL #8 y PROVIDE 2 1/2°6" T3 #15 FELT OR 4 MIL. DECKING LISTED LECTRI gT BY - "' CLR. BETWEEN IDECOA ES THEREOFNO BE MHADE¶COPIED OR ALTERED BYONS EITHER ORIGINAL R 3 BARS io I" MIN. CLR¢ # ,�+! VISQUEEN ON TOP. 8MINI ABOVE DECK, WATER � ,,,,,.,°,„ PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE _AROUND ALL COPINGSPA LIGHT EA W Y. PIPES. "" #3 BARS 72" ° ALINE OR FLOOD IJNE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. r AUTHORIZED WTH THE EXPRESSED WRITTEN PERMISSION GRADE. PER TABLE 1 &DETAIL 12. IA,'=ja O.C. EA. WAY. m EVER IS GREATER. # # TILE F TMOOL ENGINEERIN�C. BY TIE USE OF THIS PLAN, SKIMMER _. BOND BEAM PER TABLE N0. 1. OUNDERSTANDSHE USER CALL OF THE OTES THAT HNCLUDED E HAS PEREIN. EQ. EQ.LINE. 24 ,,. �1WATER WATER COVER. \\ i_,. �: 4 i PLUMBING MAY BE LOCATED JREINFORCING PER DETAIL #106° LA _ LINE. (2) #3 BARS 0 -` 7 s r .. IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL MIN. \\ Z 2 i/2" a MAINTAIN 1" CLR. TO REINS 3" BARS MAY BE OVER OR CALLS BY: A.J.C. \\ COMPACTED UNDER VERTICAL BARS. NOT REQUIRED IF 6" MIN. ci CLEAR PROVIDED. - BEND X\ FILL CLR. x o w CLR. 24" MIN. LAP = 5" MIN. -jam BOND `�� w 'VSy Z z �N PRECAST COPING OR BRICK I2" DRAWN BY: T.L.L. s a AROUND ALL. BEAM J%" \!Y CIRCULATION DRAINS: `O INTO SPA FLOOR #3 BARS "'"" ; UNDER - �/� ®< 8" \. �" 3N� CHECKED BY: R.L.L. PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL. 0 12"O.C. N (2) #3 'Z' BARS - _ SKIMMER. #g COPPER �� \�'O 6 M\N < o m 9#3 BARS BENT ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE EA. WAY. ro m ' ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY GROUT WIRE r mS' < 2 (2) #3 BARS ,- iv 0 48" O.C. BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM LAP INTO SPA REINF. SECTION AT SKIMMER L-: \ N a �"-i�VENEER. FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR -- _ - -_- -- C.E.C. APPROVED- m \\ _ - o BEND -T (6) #4 BARS. 12" DAM LAP INSIDE BARS INTO SPA REINF. FIXTURE F,o _ - ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: CONDUIT & CIRCUIT co VERT. STEEL - 3" - L P OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT LENS T3 6po - - - - ,� 45' OR 90'. �� CLR. P ESS/ 7� 24" 6" RECESSED j: ,P �TLE SPA DETAILS MAY BE USED L POOL 7 MIN. (2) #3 BARS MI . LIGHT. 9yq J 2� BOND BEAM PER NO DECK WITH V, Z L� LAP "S Q� TABLE NO. I. PLASTER EXPANSIVE SOIL CONDITION ONLY SPA DETAILS - FOR SPAS WITHOUT POOLS. N.T.S. % EACH WAY 8" MIN. 4~P62.4 P.C.F. Z AROUND NICHE. 3^ o m ` LAP, TYP. ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY 4'-O" MIN. IMPERVIOUS DECK � s CLR. '1 0 zp. 6/30/19 APPROVED SEALANTI If C_ r ' SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER i'i "- "'""" VERT. STEEL WOOD POST FROM s Q PER FOOT I = C #3 0 6" O.C. ATTACHED PATIO COVER �' / V T \' s Z (', 3 1/2° �_ DRAIN (2) #3 BARS. NOTES: 5'-0" DEEP &BELOW. 9T 0� m 2' MAX. DEAD + LIVE LOAD = 2000 lb. F FO -} e0 o - - - 1. INSTALL NO. B COPPER GROUND WIRE FROM LIGHT NICHE TO OR OF CAL\ NOTE: L HORIZONTAL STEEL. m o I LEVEL TOP OF BOND BEAM Zt 5" MIN. BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC ROCK ON BOND BEAM. WITH GROUT &PLACE 15 N . >.�: SATURATION PROVIDE CONTROL JOINTS a 3" CLR. �`n CONDUIT CAN BE USED WITH INSULATED N0. 6 COPPER N1RE #3 BARS 0 12" O.C. TYP. 7-, # I'" ` ® f o `^ I RECOMMENDED WHERE APPROPRIATE. TYPICAL. TYPICAL. ANCHORAGE PER PATIO COVEN' FELT OR 4 MIL. VISQUEEN ON ' INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. ?� F 4G - �" ( PRIOR TO NOTE PLAN. BOND PER ELECTRICAL ��/�TOP OF BOND BEAM. _ 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH `\y� ; PLAN VALID ONLY WITH WET L J POURING DECK. EXTRA REINFORCING TO EXTEND & PLUMBING NOTE 2. PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS STAMP & ENGINEER'S SIGNATUR 6" rd REMAINDER OF JOINT IN STYROFOAM OR 24' MIN. EACH SIDE OF RAMP. IN RED INK ON PLAN. SEE ELECTRICAL AND FOR LIGHTING FIXTURES U.L STANDARD 676. h-' MASTIC PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED OTHER EXP. MATERIAL. CONCRETE SHALL 3 1/2" MIN. CONC. DECKING EQUIPOTENTIAL BONDING GRID NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE STILE AUTHORIZED L. LEACHER, P.E. V FOR EXPANSIVE SOILS. ADJACENT STRUCTURES- AUTHORIZED SIGNATURES: R IN EXPANSIVE SOILS WHERE MIN DECK REQMTS TODD L LACHER. P.E. EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.S. $ SKIMMER DETAIL N.T.S. 9 SECTION AT LIGHT N.T.S. 10 SHALLOW DEEP END RAMP 11 BOND BEAM DETAILS N.T.S. CHRIS BIEDENBACH, P.E. 12 MATTHEW THOMP SON, P.E. STANDARD PLAN APPROVALS: jDOOI SHEET: STANDARD POOL Ron Lacher, R.C.E. CITY OF LOS ANGELES: #268 (REQUIRES PEI 100-LA) SAN BERNARDINO: #POOL-2018-00006 KERN COUNTY: #K201608935 PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. Q, CITY OF ONTARIO: #B201604341 - RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P 00 01 (REQ'S SUPPLEMENTAL NOTES) THE 2016 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807 100 n({ SAN DIEGO: MP #525633 ORANGE COUNTY: #MB160030 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES Fax: 630-6114 1., SIMI VALLEY: 2016-1 LOS ANGELES COUNTY: #26077-17 VENTURA COUNTY: S.P.A. # 6-2017 (REQ'S PEI 100-VCO) STRUCTURAL PLAN (2015INTERNATIONAL BUILDING CODE) - ) ® SANTA CLARITA: CITY OF BEVERLY HILLS: #13 - - Phone: (714) 630-6100 COPYRIGHT 2018, POOL ENGINEERING INC. 3'-0' FIG. W/ #4 BARS ® 12" O.C. E.W. TOP & BOTTOM OF FIG. (D PLAN VIEW SCALE: )z" = 1' PAVERS MAY BE ADDED Ty OVER FOUNDATION z 3" MIN. DIAMETER ANCHOR M PER MANUFACTURER z #4 BARS ® 12" O.C. E.W., TOP & BOTTOM 2UNDISTURBED SOIL, 1500 PSF MIN ALLOWABLE BEARING/ OSECTION POOL OR SPA SCALE: Yt" = 1' TE: 21FY WITH LIFT MANUFACTURER ENSIONS AND LOAD CONSTRAINTS WITHIN THE SPECIFICATIONS OF S DETAIL. BY OTHERS IMUM LOAD = 400LB. NOTE: VERIFY WITH LIFT MANUFACTURER DIMENSIONS AND LOAD CONSTRAINTS ARE WITHIN THE SPECIFICATIONS OF THIS DETAIL. LIFT BY OTHERS FOUNDATION NOTES: 1. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACTED FILL. 2. ALL FOOTING STEEL SHALL HAVE 3" MINIMUM CLEARANCE (CONCRETE COVER) TO EARTH. 3. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1,500 P.S.F. OR PER APPROVED GEOTECHNICAL RECOMMENDATIONS. 4. SHOULD UNUSUAL OR UNEXPECTED SOIL CONDITIONS BE ENCOUNTERED, A GEOTECHNICAL ENGINEER SHOULD BE NOTIFIED TO PROVIDE ADDITIONAL RECOMMENDATIONS. CONCRETE NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. ® 28 DAYS UNLESS NOTED. 2. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 3. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C 33. 4. WATER USED IN CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES, 5. HYDRATED LIME SHALL CONFORM TO ASTM C 51. 6. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CBC/IBC CHAP. 19 DIV. II AND BE TYPE I OR II. 7. NO ADMIXTURES OF ANY KIND ARE ALLOWED WITHOUT APPROVAL FROM THIS OFFICE PRIOR TO CONSTRUCTION. 8. SHOULD PROVISIONS FOR SEVERE SULFATE EXPOSURE BE REQUIRED BY THE PERMITTING AGENCY, CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,500 P.S.I. TYPE V CEMENT, AND A WATER/CEMENT RATIO OF 0.45. REINFORCING NOTES: 1. REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR #4 BARS AND SMALLER, AND GRADE 60 FOR #5 BARS AND LARGER. 2. THE MINIMUM COVER FOR REINFORCEMENT SHALL BE IN ACCORDANCE WITH CBC/IBC, ACI 318, AND TMS-402. 3. BARS SHALL BE CLEAN OF GREASE AND/OR OTHER MATERIAL LIKELY TO IMPAIR BONDING. 4. ALL REBAR SHALL BE BENT COLD IN ACCORDANCE 'NTH ACI 318. 5. ALL REINFORCING STEEL LAPS OR SPLICES SHALL BE AS INDICATED ON PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFIED, LAPS OR SPLICES SHALL BE WELL STAGGERED. 6. ENDS OF REINFORCEMENT SHALL BE COVERED WITH PLASTIC CAPS TO PROTECT CRAFT PERSONNEL FROM INJURY PER OSHA STANDARD 1926.701(b). 7. PLASTIC CAPS SHALL BE REMOVED PRIOR TO ENCASING REINFORCEMENT IN CONCRETE. PROTECT FROM CORROSION ALL REINFORCEMENT LEFT EXPOSED FOR FUTURE CONCRETE OR GROUT PLACEMENT. 8. DOWELS SHALL BE PROVIDED AT POUR JOINTS AND AT CONSTRUCTION JOINTS, AND SHALL BE THE SAME. SIZE AND SPACING AS THE REINFORCING SHOWN FOR THE SUBSEQUENT CONSTRUCTION, UNLESS NOTED OTHERWISE. SPECIAL NOTE: THIS PLAN IS INTENDED FOR THE STRUCTURAL DESIGN OF THE LIFT FOOTING ONLY. THE POOL CONTRACTOR OR DESIGNER IS ADVISED TO REFER TO THE TO THE POOL/SPA LIFT MANUFACTURER SPECIFICATIONS FOR PROPER INSTALLATION AND MINIMUM .REQUIREMENTS OF THE SPECIFIC LIFT MODEL BEING INSTALLED. vTBUILDING DIVISION REVIEWED FOR ODE COMPLIANCE GENERAL NOTES: 1. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE OWNER, ARCHITECT, OR CONTRACTOR TO DETERMINE THE ADEQUACY OF THIS CONSTRUCTION PLAN FOR THE ACTUAL SITE CONDITIONS. 2. THIS PLAN IS NOT INTENDED TO BE APPLICABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL, WATERPROOFING, DRAINAGE, OR CONCRETE DECKING ON GRADE. 3. ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) AND/OR THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) WITH STATE AND LOCAL AMENDMENTS. 4. CONTRACTOR OR OWNER SHALL VERIFY AND IS ULTIMATELY RESPONSIBLE FOR ALL FIELD CONDITIONS AND DIMENSIONS AT THE JOB SITE. 5. THESE PLANS ARE FOR THE STRUCTURAL DESIGN ONLY. THE CONFIGURATION OF THE STRUCTURES HEREIN ARE AS DIRECTED BY THE OWNER, ARCHITECT OR CONTRACTOR. 6. THIS PLAN DEPICTS THE STRUCTURES IN A COMPLETED STATE ONLY. THE INSTALLER I IS RESPONSIBLE FOR JOB SITE CONDITIONS AND THE SAFETY OF AL61 PERSONS & PROPERTY DURING THE COURSE OF 7. WRITTEN DIMENNIONS SHALL TAKE PRECEDENCE OVER DRAWING SCALE. 8. NO DEVIATIONS FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN PROVAL OF THE ENGINEER. APPROVAL BY THE CITY INSPECTOR DO S NOT CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIhrNS. 9. OWNER, ARCHIECT OR CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND CHECKING STRUCTURAL PLANS AND DETAILS HEREIN FOR CORRECTNESS OF DESIGN INTENT PRIOR TO SUBMITTING FOR PERMIT, INITIATION OF WORK OR ORDERING OF MATERIALS. VARIANCES OR ERRORS SHALL BE BROUGHT TO THE ATTENTION OF POOL ENGINEERING, INC. BEFORE PROCEEDING. 10. THE CONTRACT R SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS, DISC PANCIES, OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO NO FY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. 11. THE CONTRA C OR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRkING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL 1LOADS TO WHICH THE STRUCTURES AND SUPPORTING SOIL MAY BE SUBJECTED. 12. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SH LL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METH DS, TECHNIQUES AND PROCEDURES, INCLUDING, BUT NOT LIMITED BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD''REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. e© F W c� DESIGN CRITERIA -DESIGN PER 2016 C.B.C. • LIVE LOAD: 400 LB. • REINFORCING: 40,000 P.S.I. (GRADE 40) 60,000 P.S.I. (GRADE 60) • CONCRETE: 2,500 P.S.I. (DESIGN) • BEARING PRESSURE: 1,500 P.S.F. ENGINEER: pool engineering inc. America's Experts in Swimming Pool Structural Design and Construction Trade Practice. 1201 N. Tustin Ave. Anaheim, CA 92807 Phone: (714) 630-6100 Fax.: (714) 630-6114 www.pooleng.com REVISIONS: REASON OR ISSUE I DATE PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO THIS DESIGN ARE THE PROPERTY SOLELY OF POOL ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, IDEAS, DETAILS AND SPECIFICATIONS EITHER ORIGINALS OR COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE/SHE READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. OWNER: CONTRACTOR: PROJECT TYPE: POOL/SPA LIFT FOUNDATION ENGINEER'S STAMP: PUN MAUD ONLY WRH ENGINEER'S SIGNATURE IN RED INK ON PLAN. ® SCALE: DATE: CALCS BY: ® DRAWN BY: CHECKED BY: b SHEET PER DETAIL 04/05/17 T.L.L. T.J.K. J.C. 710