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HomeMy WebLinkAboutB15-2981 047-770-040Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 • Main Phone (530) 538-7601 Fax (530) 538-7785 aevt�ara�rrt sewices www.buftecounty.net/dds ANTI -ENTRAPMENT CERTIFICATION FORM FOR SWIMMING POOLS & SPAS ply Zqe/ FORM NO The following form is required whenever a building permit is issued to construct or repair (re -plastering) a swimming pool, toddler pool, or spa. STATEMENT TO BE SIGNED PRIOR TO FINAL APPROVAL Verification of Compliance with the "Swimming Pool Safety Act of 2006" (Health & Safety Code 115920 — 115929) Site Address: Property Owner: Owner's Mailing Address: Phone: hereby certify that the swimming pool, toddler pool, or spa located a the above- mentioned address complies with the provisions or the "Swimming Pool Safety Act of 2006" and has been equipped with an anti -entrapment cover meeting the current ASME/ANSI Standard A 112.19.8 as required under the provisions of the law and have received additional information on pool barrier requirements. Signed: Date: Owner Signed: Date: Contractor CONTRACTOR'S INFORMATION Company Name: California Contractor's License Number: Mailing Address: Phone: Email: Attachments: Swimming Pool Enclosure Requirements and Pool Barrier handout Revised 7.20.201S Pagel of 3 Swimming Pool Enclosure Requirements Definitions Approved Safety Pool Cover: A manual or power -operated safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (ASTM), in compliance with standard F 1346-91. Enclosure: A fence, wall or combination thereof that isolates a swimming pool from unauthorized access. Exit Alarm: A device that makes an audible, continuous alarm sound on the doors leading from the dwelling/garage or other structure to the pool enclosure, which, when opened or left ajar, permits entry to the pool without any intervening enclosure device. Exit alarms may be battery operated or connected to the electrical wiring of the building. Public Swimming Pool: A swimming pool operated for the use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single family dwelling. Swimming Pool or Pool: Any structure intended for swimming, recreational bathing or other recreational use that will contain water over 18 inches in depth. Swimming pools include in -ground and above -ground structures and include, but are not limited to, hot tubs, spas, portable spas and non-portable wading pools. Other terms, words, or phrases not defined shall have their ordinarily accepted meanings within the context with which they are used. Webster's Third New International Dictionary of the English Language, Unabridged, copyright 1986, shall be considered as providing ordinarily accepted meanings. Revised 7.20.2015 Page 2 of Swimming Pool Requirements Drowning Prevention Safety Features Based upon California Health and Safety Code Section 115920-115929, known as the Swimming Pool Safety Act The County of Butte requires either a listed, approved safety pool cover* meeting ASTM Standard F1346-91, OR a complying enclosure* which isolates the pool from the dwelling and remaining yard, OR a complying enclosure* which surrounds the perimeter of the pool and dwelling, with door alarms and self-closing, self latching devices on all doors leading into the enclosure. *Enclosures • Minimum height of 60 inches Access gates shall open away from pool and have self-closing, self -latching device no lower •than 60 inches above the ground. • Maximum vertical clearance of 2 inches from the ground to the bottom of enclosure • No openings greater than 1/2 inch within 18 inches of the release mechanism when closed. Gaps or voids shall riot allow the passage of a 4 inch sphere. • Outside surface shall be free of cavities or protrusions that would serve as a foothold or handhold that could enable a child of less than 5 years of age to climb over. • vided slats fastened at the top or bottom which educe the openings unlessare Maximum mesh size for chain link shall be a 2.25 inch ngs to no more than 1.75 inches with *Pool Cover • Shall be correctly installed per the manufacturer's instructions to prevent the access of children under five years of age to the water. • Shall be properly constructed to meet ASTM specifications and be labeled accordingly. • All ties, anchors or attachment points and controls for automatic covers must be installed in a way to prevent operating or uncovering the poll by children less than five years of age. • The pool cover shall possess a listing that insures the original design or performance of the cover meets. or exceeds testing as prescribed by ASTM Standard F1345-91, Section 9 Test Methods for Safety Covers. Door alarms or self-closing, self -latching doors Windows and doors routinely closed and latched *Safety pool cover •Isolation •Perimeter At a minimum, one of these shall be provided Page 3 of 3 Revised 7.20.2015 self-closing, self -latching (Revised 4/08) WATER SUPPLY AND DISTRIBUTION TABLE 603.2 BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS (continued) DEGREE OF HAZARD For SI units: I inch = 25.4 mm Notes: t See description of devices and assemblies in this chapter. r Installation in pit or vault requires previous approval by the Authority Having Jurisdiction. s Refer to general and specific requirement for installation. 4 Not to be subjected to operating pressure for more than 12 hours in a 24 hour period. ' For deck -mounted and equipment -mounted vacuum breaker, we Section 603.5.14. 603.5.21 Swimming Pools, Spas, and Hot Tubs. Potable water supply to swimming pools, spas, and hot tubs shall be protected by an air gap or a reduced pres- sure principle backflow preventer in accordance with the following: (1) The unit is equipped with a submerged fill line. (2) The potable water supply is directly connected to the unit circulation system. WATER SUPPLY AND DISTRIBUTION fyp TABLE 603.2 BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS .. DEGREE OF HAZARD ', "' POLLUTION CONTAMINATION OR METHOD' STANDARDS POLLUTION --_� �— CONTAMINATION r--_ _ DEVICE, ASSEMBLY, APPLICABLE (LOW HAZARD) (HIGH HAZARD) I�, y INSTALLATION ^1 OR METHOD' i STANDARDS - -� — BACK• i BACK- BACK= I BACK• SIPHONAGE i PRESSURE SIPHONA GE PRESSURE I _.. .. ._ ASME % nal air gap and typical installation i Pressure Vacuum Breaker Backdow Prevention Assembly ! Upright position. May have valves inches (loaded air inlet ASSE 1020 or X — X I — downstream. Minimum of 12 above all downstream piping and valve, internally ,CSA B64. L2 I flood -level rim of receptor. May dis- loaded check valve ASSE 1001 or I charge water. and means of field i CSA B64.1.1 ! distance above all downstream piping testing) --' ---- --- -- Reduced Pressure -- Principle Backflow I Horizontal unless otherwise listed. I Prevention Assembly', ASSE 1013; I I Access and clearance shall be in actor - (two independently AW WA 013;51 dance with the manufacturer's instruc- j acting loaded check X I X X I X I CSA B(4.4 or ( ' I I tions, and not less than a 12 inch clear - for May valves, a differential ! pressure relief valve 1 CSA B64.4.1 I i ante at bottom maintenance. I need platform/ladder for test and and means of field repair. May discharge water. testing) Installation includes wall hydrants and Vacuum breaker wall Reduced Pressure Detector Fire Prince - I hose bibbs. Such devices are not for use i hydrants, hose bibbs, frost tin n Backflow Preven• I X — X — ( under continuous pressure conditions Horizontal unless otherwise listed. tionAssembly (two I I (means of shutoff downstream of Access and clearance shall be in accor- independently acting i device is prohibited ).4s dance with the manufacturer's insure - loaded check valves, a ! - Installation includes cludes carbonated Bever- tions, and not less than a 12 inch clear - differential pressure relief valve, with ASSE 1047 X X X X I ante at bottom for maintenance. May a ! parallel detector I — I I, I devices operate under intermittent or I need platformlladder for test and lassembly consisting of I - - I continuous pressure conditions. j repair. May discharge water. Installa- a water meter and a !I i I tion includes a fire protection system !and is designed to operate under con- reduced -pressure prin-; ! •., ! I tenuous pressure conditions. ciple backflow pre- X X — or listed distance above all downstream vent and means of field (testing) vention assembly, and I j piping and flood -level rim of receptors means of field testing) I I I For SI units: I inch = 25.4 mm Notes: t See description of devices and assemblies in this chapter. r Installation in pit or vault requires previous approval by the Authority Having Jurisdiction. s Refer to general and specific requirement for installation. 4 Not to be subjected to operating pressure for more than 12 hours in a 24 hour period. ' For deck -mounted and equipment -mounted vacuum breaker, we Section 603.5.14. 603.5.21 Swimming Pools, Spas, and Hot Tubs. Potable water supply to swimming pools, spas, and hot tubs shall be protected by an air gap or a reduced pres- sure principle backflow preventer in accordance with the following: (1) The unit is equipped with a submerged fill line. (2) The potable water supply is directly connected to the unit circulation system. WATER SUPPLY AND DISTRIBUTION fyp TABLE 603.2 BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS .. DEGREE OF HAZARD ', "' POLLUTION CONTAMINATION OR METHOD' STANDARDS - BACK- BACK - BACK• BACK- ' INSTALLATION SIPHONAGE PRESSURE SIPHONAGE j PRESSURE - - _ _ — Airgap y ASME I See Table 603 3 1 m this chapter. Al2.1.2 X I — X — p ! !Air gap fitting Is a device with an inter- Air gap fittings for ttse ASME % nal air gap and typical installation i with plumbing fixtures, ilnances _ Al 12.1.3 X — I X includes plumbing fixtures, appliances appliances and appurte- I and appurtenances. The critical level shall not be installed below the flood level rim. !Atmospheric vacuum I I i Upright position. No valve down- , (breaker (consists of a body, ASSE 1001 or I X — X — , stream. Minimum of 6 inches or listed I checking member and. CSA B64.1.1 ! distance above all downstream piping atmospheric port) ! ! and—flood•level rim of receptor.4.5 ' I� Installation on gravity water closet I fill valve (hall- IAntis)for I I I 1 i flush tank and urinal tanks with the fill eball- codes) for gravity water g ASSE 1002 or X — X — valve installed with the critical level not closet flush tanks and uri- CSA B 125.3 less than l inch above the opening of "al tanks the overflow pipe.4.5 Installation includes wall hydrants and Vacuum breaker wall I hose bibbs. Such devices are not for use i hydrants, hose bibbs, frost ASSE 1019 or I X — X — ( under continuous pressure conditions resistant, automatic drain- CSA B64.2.1.1 (means of shutoff downstream of r"g'yP= device is prohibited ).4s Backflow pmventer for ! - Installation includes cludes carbonated Bever- Carbonated Beverage Dis• agege machines or dispensers. These i pensers (two independent - ASSE 1022 X i — I — — devices operate under intermittent or check valves with a vent to I I continuous pressure conditions. j the atmosphere) I Spill -Resistant Pressure 'Vacuum Breaker (single ! •., ! I I I Upright position. Minimum of 12 inches I check valve with air inlet ASSE 1056 X X — or listed distance above all downstream vent and means of field (testing) piping and flood -level rim of receptors Horizontal unless otherwise listed. Double Check Valve Back - Access and clearance shall be in aceor- flow Prevention Assembly 'ASSE 1015; AW WA C510; I Iii ! dance with the manufacturers mstruc- (two independent check CSA B64.5 or I X i X — — tions, and not less than a 12 inch clear - i valves and means of field CSA B64.5. l need bottom for maintenance. May ring) (need platform/ladder for test and repair. platform/ladder Does not discharge water. (Double Check Detector !Horizontal unless otherwise listed (Fire Protection Backflow I Access and clearance shall be in actor- Assembly (two I I dance with the manufacturer's instruc- lPrevention independent check valves I tions, and not less than a 12 inch clear - 'with a detector ASSE 1048 X X — _ �I, a"ce at bottom for maintenance. May I, ellel assembly consisting of a need platforndladder for test and repair. water meter and a double I Does not discharge water. Installation (check valve backflow pre- I ';: includes a fire protection system and is, vention assembly and I i designed to operate under continuous i conditions. imeada of field testing).. i pressure --— 130 2013 CALIFORNIA PLUMBING CODE - L � An outdoor swimming pool shall be provided with p 1 �- ,� I 4 .Flood Zone; t drowning prevention safety features that comply with I California Health BUILDING MASTER PLAN F•LFt.M.: 640a 7e-= D�✓2,0 and Safety Code Section 115920- 115928. 400J PERMIT#IS/S �`7�� These features shall be installed, inspected to filling PARCEL# &15,'7- 7�0 fl y and approved prior plastering or with water. I ASSESSOR'S ' E PLAN REVI r confQmlance to I details BUTTE COUNTY 'TY DEVELO'- MENT SERVICES REVIEWED FOR NOTE: CODE C) IIPLIANCE See the attached 3 DATE ) BY `GENERAL` SPECIFICATIONS Swimming Pool Requirements odd L. Lacher, R.C.E. 67656, Pool EngineeringInc. srzE 22 3Z AREA 500dDEPTH TO r i StNCtUfa details alltake precedence over conflicts with Site plo, SHAPE CUSTOM PERIMETER'90 TEMPLATE No. 'I/�' CUSTOM_/ . i '1 �: ✓ -,� JQ �x TILE SIZE Comply with 2013 California Energy s ! . - �h TILE COLOR S Q commission requirements for 1 5PA FOOL LQ COPING NO1 COPING COLOR N Q I - swimming pools 2013residentia/ I; L,P G TANK E POOL CAPACITY I OO ? GALS. ` ion 5.2.9. ';, Comp/lance Manua/ sect) ,. :. - PUMP CAPACITY : LOO- - G.P.M. 1i! SWI $AJA BENCH LIGHT .TSPS (O MOTOR H.P. I HP � 2 SPD W.P. FILTER 340 C L �. SO. FT. '. CEC 680.26C EQUIPOTENTIAL BONDING GRID { ,A I .. .. -.., � I; . + � FILTER RATE I_ I G.P.M. , SHALL BE INSTALLED AS DESCRIBED BY THIS CODE— 'I ,; ILII li TURNOVER 3 HRS. THE EQUIPOTENTIAL BONDING GRID SHALL EXTEND } CCU N T E • \R VACUUM LINE & SKIMMER 2' J - UNDER PAVED WALKING SURFACES 3FT HORIZONTALLY aE+ TOP- B ,B.Q ----.....__ < " E I II I RETURN LINE Zy - MAIN BEYOND THE INSIDE WALLS OF THE POOL. 1 FUTURE FATtQ ~� \( -LIGHT DOG RU I jt I i -. DRAIN U J3 SKIMMER-MODEL 2 AiOU GE r� t . ro - t 2� 250 "� jI !.(I� BACKWASH TO NA .. —30—' OF %" FILL LINE '. .. _. '. ' , I}I4 C- ANTI-SYPHON VALVE- I IQ HEATER NC� I4O 0,. .. 5£NC - SIZE. BTU - �.�1�3 O I� GASLINE BY: NO VENTED BY: N. Q NO CONSTRUCTION IN 2.`% 12 LIGHT LIGHT 3 2-250-1100 w 5 EASEMENTS - `/tCn c� � {o W 8, , I I I CLOCK 220 ' ELECTRIC BY: C F P ALL PORTIONS OF STRUCTURE TO BE OUT ELECTRICAL BONDING BY: C F P OF EASEMENT-INCLUDING FOOTINGS, Pool EATER Al X 8 FOUNDATIONS, WALLS, EAVES AND ROOF - �---- - `. � I CHLORINATOR SAL Q;.. .. BOARD -SIZE N O COLOR 12" t _ PAT-IO(E ! i BOARD SUPPORTS- NO - LADDER-Model © - --:NOTE PARCEL S SLIDE- COMMUNITY RES GARDEN;+ •n I, I STORAGE I? PLUMS E S,t,aP=G-A SANS T A T EO.N SYSTEM 4 4 ( ; ;FUTURE TILE & SAV o Or„ 6-011111110/ V �� rh "r-1i e, ; . III OWNER' _ r ... i�,., i�.f TDI SECK BOTHERS© 1 - - TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION.: SCALE 1/B" - 1'O• .PERMIT OFFICE. N0� - SALES OFFICE - ' P A �j �j` E I� PHONE _ CONCRN O j CONCRAISED R vE5 0 �YIOTH L Zoe coo C- 0-4�I6 (30'2-,Z, OWNER: N0. "L �e �. ���=MAN f POOL AREATOBE FENCED, PER COUNTY '.. PO SSiB-LE PC BBi_E.-TCC - � �, ^� " ���� - "< Ove �J✓ �, - OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCNING. MAP BOOK H0. °..F SWIMMING POOL " `� BY OWNER LEGAL DESCRIPTION NAME TIM AND ELLEN T I T E > OWNER: _ AP 4?-77Q-O4n °. ADDRESS X955 ST LUCIA CT $ - - WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY. FOR 7 DAYS. CHICO-' DO HOT TURN ON POOL LIGHT WHEN POOL EMPTY.-. LOT N0: - CROSS STREETS �+ �''] Separate Mechanical Permit D DO NOT USE RUBBER NOSE WHEN FILLING TRACT NO required. for the installation POOL AS 1T WILL MARK PLASTER. BOOK_ PAGE-BLOCK- RES. PNONE 57© 2041 BUS. PHONE of a swimming pool heater MAILING _.,� . CARE—FREE POOLS S- #9 Alyssum way C- Chico, California 95928 Noao2az - - Bill Bell - Contr. Lic. #380826 Phone 342-4639 j 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8- TO BOND BEAM HORIZONTAL BARS MAY BE OVER OR UNDER VERTICAL BARS. SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 1/4' PER FOOT AWAY FROM POOL. TYPICAL INCLUDING ALL SPECIAL DETAI 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN 2 STORY WOOD THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. APPROVED SEALANT RECOMMENDED (PER FRAME BUILDING DETAIL #8). REQUIRED W/ EXPANSIVE SOIL. TABLE i TABLE 5 BASIC GRID #3 1500 #/FOOT MAX. 1 BARS 0 12" O.C. COPING DRAIN BOND BEAM DECKINGMINIMUM A TABLE TABLE TABLE WATER SURFACE.-^ ^^ SEE TABLE #1 & DETAIL #12. . WIDTH PER LOCAL B APPROX. 3" BELOW E F G BOND BEAM. " sir -nrs w �r r nn rvnv wr r=s iE BUILDING CODE. C3'-0" MIN. z "' o 3 m m COPING M w ¢ `` of F NO R.B.B. .� 0 3" to o . _.. P=- I I �' a `L m - r •s, y :. , ) ( z CLR. N X a M N o BENCH/STEPS - - - - fmm 1.. Q , . a 0 0 ^ i� SEE OPTIONS ♦ w r ¢ I ABOVE F J 1 r �UNDISTIURBED SOIL o o, r N 1500 PSF MIN. H ¢ € i C { {� r -I 1 BEARING VALUE. _._......_..__..._..... ............___.._.. N.....__......� .., ..........I L...._ ..... ..... ..... :.I I I ........_jI INFLUENCE LINE C, • UNDER- j .� :. _L..11..i FOR FOOTING C' SHOTCRETE COVER ' WATER I II I SURCHARGE TO BE CHANGED O i G Q. 1 ` UNIFORMLY. P LIGHT PER I l a, / DETAIL 10. I SEE TABLE 1 f # _. k .._ " ADD #3 0 12" O.C. .. �.... 1 R I I • . LONGITUDINAL 0 TRANSITION 00 ACTUAL DIG LINE MAY -> • • ' FOR EXP. SOILS. VARY, LOCATE STEEL 3" CLR FROM EARTH STEEL BASKET IS NOT REQUIRED 1, I..- 6" THICK OMIN. SHOTCRETE (GUNITE) SURCHARGE CONDITION: VERTICAL 'STEEL -� M'=- :- DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 24" MIN. ENCROACH INTO GUNITE SHELL EACH DIRECTION (BUILDING SURCHARGE) WHEN EXTEND WALL OP -EXPANSIVE S. A l (3) #3 BARS. EXPANSIVE PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. BENCH AND STEP OPTIONS SLOPE EARTH SURFACE 1/4" PER NOT TABLE 0 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8- TO BOND BEAM HORIZONTAL BARS MAY BE OVER OR UNDER VERTICAL BARS. SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 1/4' PER FOOT AWAY FROM POOL. TYPICAL INCLUDING ALL SPECIAL DETAI 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN 2 STORY WOOD THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. APPROVED SEALANT RECOMMENDED (PER FRAME BUILDING DETAIL #8). REQUIRED W/ EXPANSIVE SOIL. TABLE i TABLE 5 BASIC GRID #3 1500 #/FOOT MAX. 1 BARS 0 12" O.C. COPING DRAIN BOND BEAM DECKINGMINIMUM A TABLE TABLE TABLE WATER SURFACE.-^ ^^ SEE TABLE #1 & DETAIL #12. . WIDTH PER LOCAL B APPROX. 3" BELOW E F G BOND BEAM. " sir -nrs w �r r nn rvnv wr r=s iE BUILDING CODE. C3'-0" MIN. z "' o 3 m m COPING M w ¢ `` of F NO R.B.B. .� 0 3" to o . _.. P=- I I �' a `L m - r •s, y :. , ) ( z CLR. N X a M N o BENCH/STEPS - - - - fmm 1.. Q , . a 0 0 ^ i� SEE OPTIONS ♦ w r ¢ I ABOVE F J 1 r �UNDISTIURBED SOIL o o, r N 1500 PSF MIN. H ¢ € i C { {� r -I 1 BEARING VALUE. _._......_..__..._..... ............___.._.. N.....__......� .., ..........I L...._ ..... ..... ..... :.I I I ........_jI INFLUENCE LINE C, • UNDER- j .� :. _L..11..i FOR FOOTING C' SHOTCRETE COVER ' WATER I II I SURCHARGE TO BE CHANGED O i G Q. 1 ` UNIFORMLY. P LIGHT PER I l a, / DETAIL 10. I SEE TABLE 1 f # _. k .._ " ADD #3 0 12" O.C. .. �.... 1 R I I • . LONGITUDINAL 0 TRANSITION 00 ACTUAL DIG LINE MAY -> • • ' FOR EXP. SOILS. VARY, LOCATE STEEL 3" CLR FROM EARTH STEEL BASKET IS NOT REQUIRED 1, I..- 6" THICK OMIN. SHOTCRETE (GUNITE) SURCHARGE CONDITION: VERTICAL 'STEEL -� M'=- :- DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 24" MIN. ENCROACH INTO GUNITE SHELL EACH DIRECTION (BUILDING SURCHARGE) WHEN EXTEND WALL OP -EXPANSIVE S. A l (3) #3 BARS. EXPANSIVE PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. NO DECK/HIGH EXP. BUILD'G SURCHARGE B C D (4) #3 BARS. C (4) #3 BARS. (4) #3 BARS E.F.P.F VERTICAL STEEL ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL RECOMMENDS THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT D R C VERTICALC STEEL CONDITIONS AS SHOWN IN DETAIL 13 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'0" 1'-0" 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" 3'6" 1'-0" 3' WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA 3" 3 3- 4'0' 1'-0" 3" A) AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. W 3" STANDARDS CODE, AND OCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO 4" PERMIT OFF PEAK OPERATION. FENCING AND BARRIERS ACCORDANCE WITH LOCAL CODES. 9. PUBLIC POOLS REQUIRE COUNTY HEALTH D. PARTMIY PROVAI,�AND,PROVISIONS FOR ASSISTIVE DEVICES FOR THE DISAB pp ' 4" 4'6" 1'-0" 3" 3'/z" 5" 5' 5'0" V-6" 3" #3 0 6" 4" #3 0 6" 5" #3 0 6" ...... ......... 5" #3 0 6- .. ..... .......... 5'6" 2'-0" 3" 4' 5" 5%' 6'0" 2'-6" 3" 4" 1 1 h 1010" 9" 6" 5%- 6'6" V-0" 3' .......... ._.. ....... 4%' ...... .... _ .. 7" 6%" 7'0" 3'-6" 3" 5" ...... _ .... 8" 7%' 7'6" 4'-0" 3" 5%' 9" 8%. 8'0" 4'-6" 3" 6" 10" 8" 8'6" 5'-0" 3" 6 No,o, _ 10" _ ol 8 " I. 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 LOCALLY ADOPTED AMENDMENTS. SLOPES AND STRUCTURES. 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE ANY STANDING OR CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR INE WALKING SURFACE. B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. OWNER TO NOIBFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIALAL CONTINUOUS SHOTCRETE INSPECTION ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID VERTICAL STEEL ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL RECOMMENDS THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT NOTTHA 3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE DDI S INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. CONDITIONS AS SHOWN IN DETAIL 13 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS •TITLE 24 SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. 3' 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO 1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE 2013 BUILDING ENERGY EFFICIENCY NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, STANDARDS. FENCING, CONCRETE DECKING AND POOL GEOMETRICS. 2. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 1.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, EXPANSION. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 1.2. SYSTEM IS INSTALLED WITH: CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013 A) AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. BUILDING ENER(GY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. STANDARDS CODE, AND OCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO 7. POOLS WITH DINING BOARDS SHALL�MMEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC STANDARDS AND/OR L&AL" , DES. 8. SIGNS & SAFETY EQUIPMENT SHALL BE IALLED PERMIT OFF PEAK OPERATION. FENCING AND BARRIERS ACCORDANCE WITH LOCAL CODES. 9. PUBLIC POOLS REQUIRE COUNTY HEALTH D. PARTMIY PROVAI,�AND,PROVISIONS FOR ASSISTIVE DEVICES FOR THE DISAB pp ' 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL 8E COMPLETELY ENCLOSED BY 5' MIN. HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE lO.CONIRACTOR-0)R OWNER SHALL VERT a1ACL FlELD`46N TIONS i DIMENS16A AT JOB 8'0" 6%" SITE. POOL LENGTH, GRADE BREAK LO: TIONS &',VEPTFT"DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL COMPLY WITH. APSP SUGGESTED MINIMUM STANDARDS FOR CLOSING & F - SE SELF - LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE RESIDENTIAL POOLS OR APPLICABLE STATE AND ,LOCAL HEALTH PARTMENTS` ` FRS. GROUND POOL FENCING°'SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM LOCA�LODES, E LOCAL CODES SHALL REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. , ELECTRICAL AND PLUMBING . PREVAIL =`CI fly OF MONT SPEGA NOTES L ALL ELECTRICALSHALL BE IN CONFORMANCE WITH THE 2013 CEC. 19. THESE NOTES AE!E ONLY AP L' N T EE CITY OF FREMONT. 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN `%4. SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED SETBACK TO BUILDING FOUNDATION HORIZONTAIL STEEL REINF. INTO FLOOR. ACCORDANCE WWTH CEC 680.26(8). BONDING TO PERIMETER SURFACES SHALL BE SITE. GRAT TNG PLAN *SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. #3 BARS 0 12" O.C. 30" MIN. FOR TABLE 5G lo PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B)-ANW SHALL BE ATTACHED ENGINEER IN THE STATE OF CAUFOAIA. INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF 2. MINIMUM DISTANCE BETWEEN°EXTE%OR WALL OF ADJACENT BUILDING & SWIMMING POOL PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, HYDROSTATIC VALVE AND ROCK MAY VARY, SEE STRUCTURAL NOTE 11 FOUR 4 COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 PACK AT LOW POINT (6' HIGH MAX. FREESTANDING ADDITIONAIL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL # ) EXPANSIVE SOIL O POIN TS UNIFORMLY SPACED AROUND THE PERIMETER -OF THE POOL SHALL BE 3'-0' WIDE WALKWAY , US THE WIDTH OF SWIMMING POOL BOND BEAM AND NO 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH{ POOL" BUILDING PERMIT. LESS THAN THE DEPTH OF THE COIL ADJACENT TO THE BUILDING. REFER TO STANDARD ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL. (RAIISED OR NOT RAISED). LV INDICATES DISTANCE DOWN FROM TOP OF BUILDING FOOTING 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS POOL STRUCTURAL PLAN, DETA(#2. BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T' WALL DOES NOT REQUIREWALL TO INCREASE SHOTCRETE COVER AND SURCHARGE RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 3. FOR COMMERCIAL POOLS, HEALTH DEPARTMENT SUBMITTAL PLANS SHALL ACCOMPANY THIS FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN SURCHARGE DETAIL) * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0' THEN NO ADDITIONAL ADD ADDITIONAL REINF. BARS. 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM &,A DRAM STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.�r. DEPARTMENT FOR PUBLIC SWIMMING POOLS. 1. FOR E.F.P. = 65 P.C.F., CONC. COVER 0+2f 7• POOL/SPA WA17ER HEATER AND GAS PIPING INSTALLATION TO, IN CONFORMANCE TYPICAL LONGITUDINAL SECTION 2 STANDARD WALL SECTION N•T•S•ITY OF ROCKUN SPECIAL NOTES WITH THE CPC.N.T.S. 8. CONTRACTOR 15 ADVISED TO REFER TO SECTION 11592&OF CALIFORNIACALIFORNIAiIiEALTH & THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF ROCKLIN. SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN•SYSTEM. 1 1. IN THE ABSENCE OF A SITE SPECIFIC SOILS INVESTIGATION, SWIMMING POOL AND SPA 9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (ROWDEVICE) IS REQUIRED ON CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL AND TOP OF TOE OF SLOPE OR OTHER NOTE: ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22 GUNITE SCHEDULES FOR HIGH EXPANSIVE SOIL WITH A MINIMUM SOIL EQUIVALENT FLUID SPECIAL DETAIL REQUIRED SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM STRUCTURAL NOTES PRESSURE OF 65 P.C.F. (SCHEDULES C AND G). WHEN LESS THAN 10' THE LIMITATIONS BELOW OR ADDITIONAL 2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED (SEE GENERAL NOTES #3) BOND BEAM PER BEHIND POOL WALL. 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF CONCRETE SHALL BE TO A MINIMUM OF 90X OF THE MAXIMUM DRY DENSITY IN ACC SURCHARGES NOT COVERED BY THIS PLAN ARE PRESENT, ADDITIONAL TABLE 11 & DETAIL 112 -,,K 1/4" PER SURCHARGE DETAILS ARE REQUIRED. FO SPECIAL DETAIL REQUIRED +) (> .:_.. WHEN LESS THAN POOL DEPTH OR H/4 T X w 0 W (1) #4 0 TOP _ (7.5' MAX. H/4);I . c '� CO �WATERPROOFlNG RECOMMENDED. SPECIAL DETAIL REQUIRED HORIZ. STEEL i m w z WHEN LESS THAN H/6 w o 6" C.M.U. W/ BARS 0 12" O.C. (10' MIN., 20' MAX.) j �, N ¢ m 1- #3 VERT BAR 0 24' CC. ' I o SOLID GROUT. ALTERNATIVE BOND->-_ o ........ ( i.x PER C.B.C. SECTION 1808.7.3 BEAM LOCATIONBOND BEAM � '�wATER -; VERT. STEEL LINE. VERTICAL STEEL W/ 3 - ADDITIONAL SPECIAL DETAILS SEE TABLE 5, 24" MIN. EMBED. SURCHARGE CONDITIONS REQUIRED FOR CONDITIONS ABOVE N.T.S. 3 SCHEDULES E, F OR G i rvP. HORIZ. STEEL 3" 'C' REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CW 'C' I L L 3" AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR. 00BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) (GUNITE) THICKNESS PER MASONRY NOTES: 0. 1. CONCCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE o mn r ra w rn r rm� vv APPROPRIATE WALL CONITROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND Q SCHEDULE. "" " ASTIAI C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500P si. Z z z 2. GROUT SHALL CONFORM TO CBC BC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. ¢ ' POOL FLOOR THICKNESS � 7n a , SEE CBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS. 4 } MAY VARY T ACHIEVE � �/ :-° 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC BC SEC. r DESIRED WATER DEPTH. ------ 21031 & ASTM C 270. SEE CBCABC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY SPECIFICATIONS NON -EXPANSIVE E EXPANSIVE NO DECK/HIGH EXP. F G E.F.P. 30 P.C.F. 45 P.C.F. 65 P.C.F. D C VERTICAL STEEL C VERTICAL STEEL VERTICAL STEEL 3'6" 3" #3 0 12" 3" #3 0 12" _ 3' #3 0 12- -. W 4'0' 3' .. .._ 3' 4" 4'6- 3" 3' 5%. 5'0' 3" 1 #3 0 6" ... ............. 3%" #3 0 6- ..... _................. ol 51h" #3 0 6" 5'6" 3" 4" 6%' 6'0" 3%" 5" 7M„ 6'6' 4' 6" 8�/�" 7'0' 5" 6" #3 0 4' 8M" 1 #3 0 3" 7'6" 5%" 6" 8H" 8'0" 6%" 7" 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. 8'6" 7%" 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). 8" 91h' N 9'0" 8' 9" 1Ox" 9'6" 9" 10" 1 1 h 1010" 9" 11. 12Th - SEE STRUCTURAL NOTE #1 SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. Q RAISED BOND BEAM N.T.S.EBY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOIL 5 N OTE% HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. r6, NOTE: BOND BEAM PER TABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, �L 6"-8" SPA AIR -LINE NO. 1 & DETAIL #12. 2" 2" CONCRETE COPING. " IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES 9 1 2 3RD AND/OR 4TH MAY BE LOOPED I I / [- / OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO INTO SPA BOND c� i EXPANSION JOINT & SEALANT to 12 BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL �s�it��^,xnw.r^, sr?, rrt 4'- 0" MIN. Z '-'� i -"� ' ° MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID BEAM. MAINTAIN �< - i 2 3 i LEVEL TOP OF GUNITE REQ'D. FOR EXPANSIVE SOILS. co 1 o O # x (4) #3 BARS 'I` COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, ¢ z : , ¢ _ , W/ GROUT & PLACE PER DETAIL #8 1 PROVIDE 2 1/2" 1" CLR. TO REINF. ¢ BARS. M 1 IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR F- I 6° .. #15 FELT OIR 4 MIL DECKING �- ELECTRICAL BOX. CLR. BETWEEN CD N 1" MIN. CLR. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY M w I THICK ¢ #3"BARS VISQUEEN DN TOP. PARALLEL BARS. 3" I AROUND ALL COPING 8" MIN. ABOVE DECK, WATER io ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE SPA LIGHT 12 O.C. `� PIPES. #3 BARS 12" UNE OR FLOOD UNE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION • EA. WAY. O.C. EA. WAY. EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL #12. io TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, �I r THE USER ACKNOWLEDGES THAT HE HAS READ & M ` SKIMMER M PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. EQ. EQ. WATER 1` T' BOND BEA WATER COVER. �� j ow PLUMBING MAY BE LOCATED BOND BEAM HORIZONTAL LINE. 24" , p- IN BOND BEAM LOWER CORNER REINFORCING PER DETAIL #10. 6" LAP LINE. (2) #3 BARZS V�^ '" al NOT REQUIRED IF 6" MIN. MIN. 0 11. �; Z MAINTAIN 1" CLR. TO REINF. 3" BARS MAY BE OVER OR CALCS BY: A.J.C. CLEAR PROVIDED �� 1 w COM�IAlCTED x w CLR. UNDER VERTICAL BARS. BEND �� CLR. ¢ w z 5" MIN. BOND BOND ��� sy Z o NW PRECAST COPING OR BRICK DRAWN BY: T.L.L. CID24" MIN. LAP a AROUND ALL BEAM a �9<< 1 Li Z ^ N CHECKED BY: R.L.L. CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS I ( �. UNDER ��� " - - I: \� I I ¢ PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, L OR POOL WALL. 0 12"O.C. -` (:2) #3 'Z' BARS ) II i1 SKIMMER. �� ¢ \FN ' \N• o F n. COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.3 I EA. WAY. ROUND WIRE �� \ \�9 6 !! ¢ m ��' X (2) #3 BARS ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY r o �A _ P ¢ BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM -LAP INTO SPA REINF. �` L I \ N a SECTION AT SKIMMER C.E.C. APPROVED `D O \� _ - `� iy BEND VENEER. FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12^ DAM _ -LAP INSIDE BARS INTO SPA REINF. FIXTURE FFo - _ _ ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: CONDUIT. L VERT. STEEL FEgil !0 - LAP OUTSIDE BARS INTO POOL REINF. 24" LENS �FyO - - - - 45' OR 90'. ' �� RC Nq� 1. 6" RECESSED I_ 1 <--TILE L SPA DETAILS MAY BE USED Pool MIN. (2) #3 BARS MI LIGHT ,) ...�9�0 • �J`' � BOND BEAM PER SPA DETAILS - N. T. S. 7 LAP EACH WAY - y �P �P� TABLE NO. 1. ' E --PLASTER y h0 1 FOR SPAS WITHOUT POOLS. AROUND NICHE. 18' MIN. p� 656 LAP, TYP. �4 ROCK OR BRICK NOTCH )rl I co� Cj 4'-0" MIN. IMPERVIOUS DECK Com• `' / EXP. 613012017 APPROVED SEALANT - k SLOPE 1/8"-1/4' INSTALL PER MANUFACTURER I �= VERT. STEEL r AWOODPOST FROM TTACHED PATIO COVER PER FOOT 1 ( r..�. #3 0 6" O.C. 3 1/2' �- DRAIN (2) #3 BARS. NOTES: 5'-0" DEEP & BELOW. _• MAX. DEAD +LIVE LOAD = 2000 Ib. F OF CA1-�F z `I 1. INSTALL NO. B COPPER GROUND WARE FROM LIGHT NICHE TO •� _j OR w ° NOTE: HORIZONTAL STEEL 0 v I I LEVEL TOP OF BOND BEAM E//11 J X N - BRASS CONDUIT TO POOL REBAR, OR NON-METAWC ROCK ON BOND BEAM, N w J ZSATURATION ;` PROVIDE CONTROL JOINTS 3" CLR. �M 5' MIN. #3 BARS 0 12" O.C. TYP. ih I I WITH GROUT &PLACE 15# o o I k CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WARE i U o ( RECOMMENDED WHERE APPROPRIATE. �= TYPICAL TYPICAL GALV. SIMPSON POST BASE. �"j'i FELT OR 4 MIL. VISQUEEN ON E JTTE Lj INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. TOP OF BOND BEAM. PLAN VALID ONLY HATH WET `` L J PRIOR TO , ; NOTE BOND PER ELECTRICAL &�►�� C JN POURING DECK. 1..7 [ 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. AMP dt ENGINEER'S SIGNATURE PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS IN RED INK ON PLAN. H SEE ELECTRICAL AND 6" REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. MASTIC DEC 0 3 2015 a FOR LIGHTING FIXTURES U.L STANDARD 676. I, • PLUMBING NOTE 2 REGARDING OTHER EXP. MATERIAL CONCRETE SHALL $ 1/2" MIN. CONC. DECKING S # F001ING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR € I _ E --TILE AUTHORIZED SIGNATURES: EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE DEVEI OPMENT RONALD L. LACHER, P.E. r. VICES TODD L. LACHER, P.E. IN EXPANSIVE SOILS WHERE MIN DECK REQMTS KRISTOF NADASDI, P.E. EXPANSIVE SOIL DETAILS ( ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.s. 8 SKIMMIER DETAIL N.T.S. 9 SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S.12 JRIS BIE COLLINS, P.E. CHRIS BIEDENBACH, P.E. m STANDARD PLAN APPROVALS: pool Ron Lacher, R.C.E. SHEET: STANDARD POOL PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. A THE 2013 CALIFORNIA BUILDING CODE engineering 9 Anaheim, California 92807 STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 tOONC CBC13 COPYRIGHT 2015, POOL ENGINEERING INC. -T--- - I7 mri 1 l Imo- 1 ORDANCE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 909 WITH ASTM D1557. COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR CITY OF SAN JOSE SPECIAL NOTES DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL SUCH AS CUT -FILL TRANSITIONS. THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF SAN JOSE. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 1. ENGINEER TO SPECIFY TABLES AND DETAILS THAT APPLY TO A SPECIFIC JOB BY ONE OF 40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24'. MINIMUM THE FOLLOWING METHODS: CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2'. A. A SITE PLAN STAMPED AND SIGNED BY THE ENGINEER REFERRING TO THE APPROPRIATE DETAILS AND SCHEDULES. 3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE Of 2 () #3 BARS, WITH B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION. THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM C. A STANDARD POOL PLAN WITH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO SPACING IS #4 BARS AT 18' O.C.. IDENTIFYING SCHEDULES AND DETAILS. 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE 2. SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM TO STANDARD POOL OF THE INSTALLER, LLE THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY STRUCTURAL PLAN STEEL AND GUNITE SCHEDULES WITH A MINIMUM SOIL EQUIVALENT GIVEN POINT IN THE POOL STRUCTURE. FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOIL (UNITED SOIL CLASSIFICATIONS GW, 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE GP, GM, GC, SW, SP, SM, SM -SC, ML). AN EQUIVALENT FLUID PRESSURE OF 30 PCF, INSTALLED PRIOR TO PLACEMENT OF CONCRETE. NON -EXPANSIVE SOIL, MAY ONLY BE USED IF RECOMMENDED BY A SOILS ENGINEER. 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE 3. OVER THE COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED AS 'SPECIAL A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, GEOLOGICAL HAZARD.' THE MASTER PLAN MIGHT BE USEABLE BASED ON THE FINDINGS OF SHOTCRETE (GUINITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY THE GEOLOGIC AND GEOTECHNICAL REPORTS. REQUIREMENTS. 4. IN ACCORDANCE WITH CBC SECTION 1802.2.7, A SITE SPECIFIC SOILS INVESTIGATION MAY 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150. BE REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F. 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL - ----- _- BUILDING OFFICIAL. 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 10.ALL INTERIOR SIURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT CEC 680.26 SURFACE 11. FLOOR TO WALL. TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER EQUIPOTENTIAL BOND BONDED MARTS DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED 5 -FEET 680.26(B)(1) THROUGH (7) SHALL BE BONDED OIMVER TOGETHER BONDING 1. KEEP SHOTCRETTE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. �,,., , ,..ter... �n •c nccnnmcn n, ru.� eo,.�. c 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). - SEE STRUCTURAL NOTE #1 SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. Q RAISED BOND BEAM N.T.S.EBY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOIL 5 N OTE% HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. r6, NOTE: BOND BEAM PER TABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, �L 6"-8" SPA AIR -LINE NO. 1 & DETAIL #12. 2" 2" CONCRETE COPING. " IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES 9 1 2 3RD AND/OR 4TH MAY BE LOOPED I I / [- / OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO INTO SPA BOND c� i EXPANSION JOINT & SEALANT to 12 BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL �s�it��^,xnw.r^, sr?, rrt 4'- 0" MIN. Z '-'� i -"� ' ° MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID BEAM. MAINTAIN �< - i 2 3 i LEVEL TOP OF GUNITE REQ'D. FOR EXPANSIVE SOILS. co 1 o O # x (4) #3 BARS 'I` COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, ¢ z : , ¢ _ , W/ GROUT & PLACE PER DETAIL #8 1 PROVIDE 2 1/2" 1" CLR. TO REINF. ¢ BARS. M 1 IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR F- I 6° .. #15 FELT OIR 4 MIL DECKING �- ELECTRICAL BOX. CLR. BETWEEN CD N 1" MIN. CLR. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY M w I THICK ¢ #3"BARS VISQUEEN DN TOP. PARALLEL BARS. 3" I AROUND ALL COPING 8" MIN. ABOVE DECK, WATER io ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE SPA LIGHT 12 O.C. `� PIPES. #3 BARS 12" UNE OR FLOOD UNE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION • EA. WAY. O.C. EA. WAY. EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL #12. io TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, �I r THE USER ACKNOWLEDGES THAT HE HAS READ & M ` SKIMMER M PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. EQ. EQ. WATER 1` T' BOND BEA WATER COVER. �� j ow PLUMBING MAY BE LOCATED BOND BEAM HORIZONTAL LINE. 24" , p- IN BOND BEAM LOWER CORNER REINFORCING PER DETAIL #10. 6" LAP LINE. (2) #3 BARZS V�^ '" al NOT REQUIRED IF 6" MIN. MIN. 0 11. �; Z MAINTAIN 1" CLR. TO REINF. 3" BARS MAY BE OVER OR CALCS BY: A.J.C. CLEAR PROVIDED �� 1 w COM�IAlCTED x w CLR. UNDER VERTICAL BARS. BEND �� CLR. ¢ w z 5" MIN. BOND BOND ��� sy Z o NW PRECAST COPING OR BRICK DRAWN BY: T.L.L. CID24" MIN. LAP a AROUND ALL BEAM a �9<< 1 Li Z ^ N CHECKED BY: R.L.L. CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS I ( �. UNDER ��� " - - I: \� I I ¢ PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, L OR POOL WALL. 0 12"O.C. -` (:2) #3 'Z' BARS ) II i1 SKIMMER. �� ¢ \FN ' \N• o F n. COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.3 I EA. WAY. ROUND WIRE �� \ \�9 6 !! ¢ m ��' X (2) #3 BARS ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY r o �A _ P ¢ BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM -LAP INTO SPA REINF. �` L I \ N a SECTION AT SKIMMER C.E.C. APPROVED `D O \� _ - `� iy BEND VENEER. FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12^ DAM _ -LAP INSIDE BARS INTO SPA REINF. FIXTURE FFo - _ _ ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: CONDUIT. L VERT. STEEL FEgil !0 - LAP OUTSIDE BARS INTO POOL REINF. 24" LENS �FyO - - - - 45' OR 90'. ' �� RC Nq� 1. 6" RECESSED I_ 1 <--TILE L SPA DETAILS MAY BE USED Pool MIN. (2) #3 BARS MI LIGHT ,) ...�9�0 • �J`' � BOND BEAM PER SPA DETAILS - N. T. S. 7 LAP EACH WAY - y �P �P� TABLE NO. 1. ' E --PLASTER y h0 1 FOR SPAS WITHOUT POOLS. AROUND NICHE. 18' MIN. p� 656 LAP, TYP. �4 ROCK OR BRICK NOTCH )rl I co� Cj 4'-0" MIN. IMPERVIOUS DECK Com• `' / EXP. 613012017 APPROVED SEALANT - k SLOPE 1/8"-1/4' INSTALL PER MANUFACTURER I �= VERT. STEEL r AWOODPOST FROM TTACHED PATIO COVER PER FOOT 1 ( r..�. #3 0 6" O.C. 3 1/2' �- DRAIN (2) #3 BARS. NOTES: 5'-0" DEEP & BELOW. _• MAX. DEAD +LIVE LOAD = 2000 Ib. F OF CA1-�F z `I 1. INSTALL NO. B COPPER GROUND WARE FROM LIGHT NICHE TO •� _j OR w ° NOTE: HORIZONTAL STEEL 0 v I I LEVEL TOP OF BOND BEAM E//11 J X N - BRASS CONDUIT TO POOL REBAR, OR NON-METAWC ROCK ON BOND BEAM, N w J ZSATURATION ;` PROVIDE CONTROL JOINTS 3" CLR. �M 5' MIN. #3 BARS 0 12" O.C. TYP. ih I I WITH GROUT &PLACE 15# o o I k CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WARE i U o ( RECOMMENDED WHERE APPROPRIATE. �= TYPICAL TYPICAL GALV. SIMPSON POST BASE. �"j'i FELT OR 4 MIL. VISQUEEN ON E JTTE Lj INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. TOP OF BOND BEAM. PLAN VALID ONLY HATH WET `` L J PRIOR TO , ; NOTE BOND PER ELECTRICAL &�►�� C JN POURING DECK. 1..7 [ 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. AMP dt ENGINEER'S SIGNATURE PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS IN RED INK ON PLAN. H SEE ELECTRICAL AND 6" REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. MASTIC DEC 0 3 2015 a FOR LIGHTING FIXTURES U.L STANDARD 676. I, • PLUMBING NOTE 2 REGARDING OTHER EXP. MATERIAL CONCRETE SHALL $ 1/2" MIN. CONC. DECKING S # F001ING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR € I _ E --TILE AUTHORIZED SIGNATURES: EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE DEVEI OPMENT RONALD L. LACHER, P.E. r. VICES TODD L. LACHER, P.E. IN EXPANSIVE SOILS WHERE MIN DECK REQMTS KRISTOF NADASDI, P.E. EXPANSIVE SOIL DETAILS ( ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.s. 8 SKIMMIER DETAIL N.T.S. 9 SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S.12 JRIS BIE COLLINS, P.E. CHRIS BIEDENBACH, P.E. m STANDARD PLAN APPROVALS: pool Ron Lacher, R.C.E. SHEET: STANDARD POOL PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. A THE 2013 CALIFORNIA BUILDING CODE engineering 9 Anaheim, California 92807 STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 tOONC CBC13 COPYRIGHT 2015, POOL ENGINEERING INC. -T--- - I7 mri 1 l Imo- 1 l�lT� 10181 i "%J L ISI