The URL can be used to link to this page

Home My WebLink AboutB16-1309 047-780-039anon 48 • a 0 0 June 13, 2016 Mr. Filo Hunt County of Butte 25 County Center Dr. Oroville, CA 95965 Page 1 of 1 Re: Swimming pool at the Krawec Residence, 4127 Tiberon Way, Chico, CA Dear Mr. Hunt Please allow Agua Fina Pools to utilize Pool Engineering Standard Pool Plan for permitting and construction of the pool at the above referenced address. If you require any additional information or if I can be of any further assistance, please don't hesitate to contact me at (714) 630-6100. Best rt7-- Greg Pool Ron Lacher Pool Engineering Inc. 1201 N. Tustin Avenue, Anaheim, California 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 ANTI -ENTRAPMENT CERTIFICATION FORM FOR SWIMMING POOLS & SPAS FO_ 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: I 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: Signed: Owner Contractor Company Name: Date: Date: CONTRACTOR'S INFORMATION California Contractor's License Number: Mailing Address: Phone: Email: Attachments: Swimming Pool Enclosure Requirements and Pool Barrier handout Page 1 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. PPwi-,4P€g 7 ')n1 Page 2of3 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 ASTnf 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 not 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. • Maximum mesh size for chain link shall be a 2.25 inch square unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1.75 inches *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 VVIndcwvs and doors routinely closed and rvw latched _ *Safety pool caner,n,, � V 10 lij �J' self-closing, sett latching ht a minimum, one ofttme shatiibe provided (Reosed 4/03) vi -,pr 7_20,2M.5 1.2M.5 Page 3 of 3 WATER SUPPLY AND DISTRIBUTION 130 2013 CALIFORNIA PLUMBING CODE WATER SUPPLY AND DISTRIBUTION TABLE 603.2 BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS (continued) DEGREE OF TABLE 603.2 BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS CONTAMINATION DEGREE OF HAZARD � I (HIGH HAZARD) POLLUTION 7 CONTAMINATION - DEVICE, ASSEMBLY, APPLICABLE (LOW HAZARD) (HIGH HAZARD) -- I INSTALLATION 47 OR METHOD' ' STANDARDSBACK" _ - BACK- BACK - - - SACK Pressure Vacuum SIPHONAGE PRESSURE SIPHONAGE { PRESSURE ( { ASME ,Air a X — X — I See Table 603 3.1 in this chapter. i AASME2 I air inlet ASSE or — X I I Air gap fitting is a device with an inter Air a fittings for use ! I nal air gap and typical installation plumbing with lumbin fixtures, ' A]12.1.3 . X ! — X — Iincludesplumbing fixtures,appliances appliances and appune• PPS nances. The critical llevell nances f nudl be installed below the flood rim. (Atmospheric vacuum 1 i Upright position. No valve down - I 'breaker (consists of a body,'( ASSE 1001 or X — X I _ stream. Minimum ot6 inches or listed ,checkingmember and CSA 864.1.1 !I !distance above all downstream piping atmospheric port) , i ,and flood level rim of receptor.4•s X X — _ 4 or valves, a differential CSA B64.4 ( once at bottom for maintenance. May j Y Installation on gravity water closet lAntisiphon fill valve (ball- I I and means of field ! testing) I flush tank and urinal tanks with the fill icocks) for gravity water ASSE 1002 or I X — X I — valve installed with the critical level notll closet flush tanks and url- I CSA B 125.3 less than 1 inch above the opening of !nal tanks I !the overflow pipe." I I _ _ I • Installation includes will hydrants and Vacuum breaker wall 'hydrants, hose bibbs, frost ASSE 1019 o r I hose bibba. Such devices are not for use : X — X — under continuous pressure conditions .resistant, automatic dram CSA 864.2.1.1 I (means of shutoff downstream of ling type I (device is prohibited) 4.1 IBackFlow preventer for ! ! Installation includes carbonated bever- '',Carbonated Beverage Dis• 1pensers (two independent J ASSE 1022 I X — — — age machines or dispensers. These devices intermittent or ;check valves with a vent to I I I operate under !continuous pressure conditions. '. the atmosphere) _ ----�' ----- � �-_ I- --- �-� -- .---` i-_ 'Spill-Resistant !S Ill Resistant Pressure P i..._ ii Vacuum Breaker (single n— check valve with au inlet ASSE 1056 X I — X Upright position. Minimum of 12 inches or listed distance above all downstream ventand of field piping and Flood -level rim of receptor.' :testing) i__..._ .._..._. _. ._.._.— _ __..__. _ ......_._. _ ..._. __._ ------ ---- ! i 1 Horizontal unless otherwise listed. Double Check Valve Back-! I Access and clearance shall be in accor- flow Prevention Assembly : dance with the manufacturer's instruc- ((two independent check i AWWA C510; X X — — tions, and not less than a 12 inch clear- 'vaives and means of field CSA B64.5 or I I I 'once at bottom for maintenance. May hating) i CSA 864.5.1 1 I need platfomJladder for test and repair. I Does not discharge water. !Double Check Detector Horizontal unless otherwise listed (Fire Protection Backflow I Access and clearance shall be In accor- ! dance with the manufacturer's instruc. !Prevention Assembly (two Iindepcndent check valves! 'tions, and not less than a 12 inch clear - with a parallel detector i ASSE 1048 I X X j — — once at bottom for maintenance. May nod platfomVladder for test and repair. assembly consisting oCa meter and a double i Does not discharge water, Installation (water (check valve backflow pre- I I includes a fire protection system and is assembly and I I designed to operate under continuous ivention .means of field testing) l l -- pressure conditions. 130 2013 CALIFORNIA PLUMBING CODE WATER SUPPLY AND DISTRIBUTION TABLE 603.2 BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS (continued) DEGREE OF HAZARD POLLUTION I CONTAMINATION DEVICE, ASSEMBLY, ' APPLICABLE (LOW HAZARD) I (HIGH HAZARD) INSTALLATION 2 a ! __ OR METHOD STANDARDS BACK BACK- .._ _. _..) � BACK- -BACK. ; I. SIPHONAGE I PRESSURE - 1 SIPHONAGE , PRESSURE _ j Pressure Vacuum !. Breaker j 1(loaded Upright position. May have valves - Prevention Assembly ntio 1020 ( downstream. Minimum of 12 inches i air inlet ASSE or — X X — above all downstream piping and I valve, internallyCSA B64.1.2 loaded (Flood -level rim of receptor. May dis- i check valve I I charge water. Iand means of field 'testing) .. Reduced Pressure Principle BackflowI 1 I Horizontal unless otherwise listed Prevention Assembly ASSE 1013; ! Access and clearance shall be m actor•. (two independently AW WA C51 I; I 1 I 1 dance with the manufacturer's mstmc- acting loaded check X X X X 1; tions, and not less than a 12 inch clear. 4 or valves, a differential CSA B64.4 ( once at bottom for maintenance. May j Y pressure relief valve CSA need platform/ladder for test and '. and means of field ! testing) ! repair. May discharge water. For SI units: I inch - 25.4 mm Notes: I See description of devices and assemblies in this chapter. = Installation in pit or vault requires previous approval by the Authority Having Jurisdiction. 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. s For deck -mounted and equipment -mounted vacuum breaker, see Section 603.5.14. Horizontal unless otherwise listed. Access and clearance shall be in accor- dance with the manufa rtuer's instruc. tions, and not less than a 12 inch clear - X ante at bottom for maintenance. May need platformlladder for test and repair. May discharge water. Installa- tion includes a fire protection system i and is designed to operate under con- tinuous pressure conditions. , I � C—A— V �E 1JC E L . \3 �G GCrt flo G IV c,... t t / L— x � NOTE: swimming pool shall comply with - S►rimmingPoci Se6C,Act of2006 & CA Health and Safety CO Sections t7- ' IS >1592 Complete Anti-E►rtrapment Certification Font. Provide to building inspector prior to final inspection t' NOTE: a See the attached t� Swimming Pool Requirements brimi-L tic moIALltu Aa veouwncV In into ►vt n CEC 680.26 EQU:POTENTiAL BOND BONDED PARTS 680.26(13)(1) THROUGH (7) SHALL BE BONDED TOGETHER BONDING BUILDING MASTER PLAN PERMIT#L -13)j # q-(017 ASSESSOR'S PARCEL#L A O-�x JUAN 16 2016" SERVICES CONSTRUCTION SPECIFICATIONS 1. EXCAVATION AND RELATED SPECIFICATIONS Comply with current California Energy CASH CEC 680.260 EQUIFOTENTIAL BONDING GRID Commission requirementsforimming equipment, Plumbing ) L� SHAD. BE INSTALLED AS DESCRIBED BY THIS CODE—THE GRID SHALL p(TEND UNDER PAVED pOOIS, pool heating equipment Depth to EQUIPOTENTIAL BONDING WALKING SURFACES 3–FT HORIZONTALLY BEYOND THE INSIDE and _ WALLS OF THE POOL. Perimeter Ft. Qj Dk1 on Job Site s ' Left An mAdoor swimming pool shall G,Y prur6i o, tri`It :; Shrubs :" Trees SquareFt ding prevention €afety features tF ' edit ply with 1s, Deep end ramp .: Califon, la Health and Safety Ca."; Vc;, yen 115320- Equipment slab x 11.'t'A. These features shall be n.-ispected Footings Ft. at $ per Ft. Elevation ��_ and z:% -roved prior to plastering or fi`.IV-3 with water. Removed by: Buyer ;' Contractor .; Pool Capacityc�Gals. Pool cover _ Separate Mechanical Permit r Filter rate 7 G.P.M. required for the installation of i Aim flow(s) #� a swimming pool heater Tum over Hrs. Ft. of rope wt boats �:: Skimmer(s) If_�- rt BUILDING MASTER PLAN PERMIT#L -13)j # q-(017 ASSESSOR'S PARCEL#L A O-�x JUAN 16 2016" SERVICES CONSTRUCTION SPECIFICATIONS 1. EXCAVATION AND RELATED SPECIFICATIONS BANK `' CASH Pool Size x 0 f - Access width Maintenance kit (To include the following) :. Remove from site, day of excavation only: Depth to Excavation (Type} _ :::: Concrete :;? Asphalt. Stumps Perimeter Ft. _ Dk1 on Job Site s ' Left Removed :; Shrubs :" Trees SquareFt � Shallow end ramp Deep end ramp .: Retaining Walls (Type) Equipment slab x Site aocess '; Wall :. ; Fence to be: Footings Ft. at $ per Ft. Elevation ��_ indoor ; . Outdoor: , Removed by: Buyer ;' Contractor .; Pool Capacityc�Gals. Pool cover _ Replaced by: Buyer :_; Contractor:.,: Filter rate 7 G.P.M. Miscellaneous Rope Anchors # Aim flow(s) #� Vacuum :.: _ _ Tum over Hrs. Ft. of rope wt boats �:: Skimmer(s) If_�- 2. EQUIPMENT Filter Sq, Ft. ': Maintenance kit (To include the following) :. Grab rail panels Backwash valve _ Brush Leaf skimmer Test Kit :: Lfght(s)# with Ft.cord" Pump horse power `: 16 Ft pole ::' Thermometer ::_ 300W ::: Trans.:-: 40OW :: 5WW M Separation tank Chlorinator Color Pak Heater _ BTU VvingiJump Board Ft " _ Time Clock(s) Model # Nat ... LPG ... Elea.... Oil ... Solar <_ . Diving Board Panels G. F.1. indoor ; . Outdoor: , Slide (type) Booster pump to H.P. Pool cover _ --Color Sir..Cur. ....Left .. Right :. .- Prevent -a -Freeze__ Automatic Pool Cleaner Rope Anchors # Aim flow(s) #� Vacuum :.: _ _ R. hose Ft. of rope wt boats �:: Skimmer(s) If_�- Grab rails Main drain(s) # Miscellaneous 3. PLUMBING PVC COPPER . Fill lineFt. of Backwash Ft. of Solar Ft of Slide _ A. of Drain line Ft. of Overflow Ft. of Return Ft. of Pool Cleaner _ Ft. of Fountain _ Ft. of Suction_ Ft of Miscellaneous 4. STRUCTURAL Steel Schedule _ Deep End Ramp :.: Shallow end ramp .: Miscellaneous 5. CONCRETE Equipment slab___________ x Swimout Ft. Inside .: Outside Custom steps Recessed Steps _ Miscellaneous 6. TILE AND/OR COPING CANTILEVER 7. GAS LINE Tile # _ Color Builder Utility Owner :" Size_ Line size _ Coping # _ Color - Line (meter to heater) _ _ Ft. Rock : ; Type y Ft. Ft. included additional at $_--per Miscellaneous Miscellaneous 8. ELECTRICAL Builder • Utility Owner Elee. run (Panel to equip.) _ G. F.I. Time Clocks) Miscellaneous _ Ft included additional at $. per Ft. light switch loc. 9. DECKING Builder Utility : Owner Type_ Sq. Ft. Color _ Cantilever Miscellaneous 10. INTERIOR FINISH Std.Color 'i _ w _ Main drain vortex Anti vortex Miscellaneous Office_._�1 Phone -5 -- Office Office use only 11, START UP Service Initial treatment only_ W Exp. joints: Fell Brick Wood W/Cap laterals Mastic— Dividers phone-—.----' -.- PLAN APPROVAL Signihlre indicates owners approval of pool andtor spa and equipment locations plus all accessories listed herein. OWNER: SALESMAN: OWNER: _ DATE: OTE: DIVING N BON BOA POOLRD GTO BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS AND OWNER WATER ACCESSTO ATER DOWN POOL SiTE AREA — DAYS PRIOR TO EXCAVATION. NOTE: 0 NOT 140TE: AN ELECTRICAL BONDING INSPECTION MUST BE APPROVED PRIOR TO POURING DECKS. NOTE; NO DIRT WILL BE REMOVED, RETURNED OR GRADED AFTER DAY OF EXCAVATION. DUDIPM N T AD ATi0 OWVED NER OR THIS LOCATION ONLY — RELOCATION WILL RESULT IN NOTE: A 1' 0TE: EXTRA COND°UIT ATTTiMMOVED IF INSTALLATION. O PAY ELECTRICIAN FOR OTE: ONCR ETE DECK SPECIFICATIONSMUST BE ARATED FROM POOL STRUCTURE IN ACCORDANCE WiTH OWNER TO FENCE POOLAREA AND INSTALL SELF CLOSING AND SELF LATCHING GATES PER COUNTY OR CITY ORDINANCE. OWNER TO REMOVE OR HAVE RELOCATED ANY OVERHEAD ELECTRICAL WIRES PER COUNTY OR CITY ORDINANCE. OWNER TO T DOWN CONCRETE SHELL AT LEASL3—TIMES DAiLY FOR DAYS. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK INTERIOR FINISH. "AWARD WINNING POOLS, Agua fina Pools :1 Contractor's License No. 942647 V � O b ¢.r 4il �i ,te o.� of 613 73 1fJ, .- t k - P REVIE ED /fowon rma ce t raI details Jeffffery. Collins R.C.E. 80733 P of Engineering, Inc. Stnoural detells shall take precedence over conflicts with site pian. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR DATE % 6 BYE_ ECE �! D-.__-- BUTTE COUNTY JUN 16 2016 DEVELOPMENT SERVICES ); ) J�Y3p- 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 J L 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). 1/4' PER FOOT AWAY FROM POOL TYPICAL INCLUDING ALL SPECIAL DETAIL 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. 2 STORY WOOD APPROVED SEALANT RECOMMENDED (PER FRAME BUILDING DETAIL 18). REQUIRED W/ EXPANSIVE SOIL. TABLE 1 TABLE 5 _ BASIC GRID #3 1500 #/FOOT MAX. COPING BARS O 12" O.C. DRAIN BOND BEAM DECKING. MINIMUM A TABLE TABLE TABLE WATER SURFACE. +- -• SEE TABLE #1 & DETAIL #12. WIDTH PER LOCAL B Q APPROX. 3" BELOW `Y BOND BEAM. vn nwv BUILDING CODE. '" f 'Wi a •• N C 3'-0" MIN. ¢ r7 H M COPING NO R.B.B. I c- M 0 3` LO a o 'n ¢ n s m un ,rvrurt r v s Z CLR. X o M _� o BENCH/STEPS - - - - rte___. ._._. _.._. __. I - - ^ a SEE OPTIONS 1 a a ABOVE 1 �� UNDISTURBED SOIL tO o N r �' I N F 1500 PSF MIN. ¢ ' r J BEARING VALUE. --------_ ______� _.._...... I E.� N INFLUENCE LINE 1 �1 ' UNDER- -- - FOR FOOTING 'C SHOTCRETE COVER WATER i SURCHARGE TO BE CHANGED t •d p� Q0 LIGHT PERa, ,,,,, UNIFORMLY. DETAIL 10. _, __ -- ----" SEE TABLE 1 t # I _ I �j-tADD #3 O12" O.C. 5 - STEEL .TRANSITION ACTUAL DIG LINE MAYS FOR EXP. S01 - • ' VARY, LOCATE STEEL TYP. FLOOR 3" CLR FROM EARTH ` 0 STEEL BASKET IS NOT REQUIRED �l l" SURCHARGE CONDITION: - - - � - 6" THICK MIN. SHOTCRETE (GUNITE) VERTICAL STEEL DRAIN PIPE SHALL NOT W/ #3 BARS ® 12" O.C. s-• �S� TABLE 1 SCHEDULE 'D', SEE TABLE 1 S 24" MIN. _(BUILDING SURCHARGE MEN ENCROACH INTO GUNITE SHELL EACH DIRECTION SETBACK TO BUILDING) FOUNDATION HORIZONTAL STEEL ~' REINF INTO FLOOR. CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL . 'W IS LESS THAN POOL DEPTH. #3 BARS O 12' O.C. (30' MIN. FOR TABLE 5G) PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, HYDROSTATIC VALVE AND ROCK' e COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 PACK AT LOW Pnl T.- ' ' (6' HIGH MAX. FREESTANbING, ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY`'- MA ONRY SCREEN 0 GARDEN' .f.. WALL (RAISE) OR NOT RAISED) S. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD'G SURCHARGE A B C D io (3) j3 BARS. io (4) 13 BARS. io v io E.F.P. 30 P.C.F. 45 P.C.F. 65 P.C.F. 45 P.C.F.' D R C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'0' 1'-0" 3" #3 ® 12" 3" #3 O 12" 3" #3 O 12" - - - - 3" #3 O 12- 3-6- 1'-0" 3" EXPANSION. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO 3" 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 3" 3" 4'0' V-0" 3" ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22 3" - - 4" - - - 4- 4-6- V-0" 3• ---- 3'/z' ---- 5'---- 6" 10.CONTRACTOR HIGH FENCING &GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE OWNER SHALL VERIFY ALL FIELD CONDITIONS SI DIMENSIONS AT JOB 5'0" V-6' 3" #3 06- - - 4" #3 - ® 6" - - 5" #3 O 6" - - - - 5" #3 O 6- - - - T 5-6- 2'-0" 3• 4" 5" 5�%' 6'0" 2'-6" 3" 4" 6" 5�%' 6'6" 3'-0" 3" 4%' 7' 6%' 7'0" S-6" 3" - - 1 O 5" 8" 7�%' -- --- 9"-- -- 9. 11'0" 9" 8'0" 4'-6" 3" 6" 13' - 10" ---- 8'fi" 8.6" 5'-0" 3" 6" - 10" - - - - 8�/Z" INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH MAY VARY, SEE STRUCTURAL NOTE #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 UNE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. EXPANSIVE SLOPES AND STRUCTURES. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN * IF POOL 'WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR 65 P.C.F. THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE WALKING SURFACE VERTICAL STEEL CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL CONTINUOUS SHOTCRETE INSPECTION #3 012" ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID #3 O 12" ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL #3 O 12- RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT 7• POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH THE CPC. 8 CONTRACTORIS ADVISED TOINSTALLATION REERTSECTIONOFTHECALIFORNIA HEALTH & 3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WREN THE INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. 3" 3�%' CONDITIONS AS SHOWN IN DETAIL J3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS TLE 24 2 SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. 1 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 3'%* NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, STANDARDS. 5%* FENCING, CONCRETE DECKING AND POOL GEOMETRICS. 2. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT - 5'6" 3" 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 1.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE SAFETY THE15928 POOL DRAIN 9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER RP DEVICE IS REQUIRED ON ( ) DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, 5" EXPANSION. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO 6-6- 4" 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. TOE OF SLOPE OR OTHER 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. ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22 BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 7'0" 5" STANDARDS CODE, AND LOCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO SURCHARGE CONDITIONS (SEE GENERAL NOTES #3) 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL PERMIT OFF PEAK OPERATION. PROVIDE ADEQUATE DRAINAGE BOND BEAM PER BEHIND POOL WALL GEOMETRIC STANDARDS AND/OR LOCAL CODES. FENCING STRUCTURAL NOTES 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF CONCRETE SHALL BE 8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. AND BARRIERS - 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR 1• PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. ASSISTIVE DEVICES FOR THE DISABLED. 6" 10.CONTRACTOR HIGH FENCING &GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE OWNER SHALL VERIFY ALL FIELD CONDITIONS SI DIMENSIONS AT JOB - N SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES SITE. POOL LENGTH, GRADE BREAK LOCATIONS &DEPTH DIMENSIONS AS NOTED ON THE ---- PLOT PLAN SHALL COMPLY WITH IPSP SUGGESTED MINIMUM STANDARDS FOR THROUGH FENCING SHALL OPEN AWAY FROM THE POOL MAXIMUM VERTICAL CLEARANCE 8'0" 6%" RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM - REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. LOCAL CODES, THE LOCAL CODES SHALL PREVAIL - - ELECTRICAL AND PLUMBING CITY OF FREMONT SPECIAL NOTES 83/Z" 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2013 CEC. THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF FREMONT. 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN - - 1• SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED ACCORDANCE' WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE SITE. GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED ENGINEER IN THE STATE OF CAUFORNIA. 8"-- TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF 2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL OF ADJACENT BUILDING & SWIMMING POOL FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL SHALL BE S-0' WIDE WALKWAY PLUS 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 POOL ADJACENT TO THE BUILDING. REFER TO STANDARD 90, 8" BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T' FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN EXPANSIVE ..� WA DOES NOT REQUIRE $ i«. {> * IF POOL 'WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL D INDICATES DISTANCE DOWN FROM TOP OF BUILDING FOOTING WALL TO INCREASE SHOTCRETE COVER AND SURCHARGE 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. POOL STRUCTURAL PLAN, DETAIL 2 3. FOR COMMERCIAL POOLS, HEALTH DEPARTMENT SUBMITTAL PLANS SHALL ACCOMPANY THIS 65 P.C.F. ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. VERTICAL STEEL 'E SURCHARGE DETAIL) R'*' ' ;,• BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) ADD ADDITIONAL REINF. BARS. 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH DEPARTMENT FOR PUBLIC SWIMMING POOLS. #3 012" 3" #3 O 12" 3" #3 O 12- 1. FOR E.F.P. = 65 P.C.F., CONC. COVER = C + 2' 7• POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH THE CPC. 8 CONTRACTORIS ADVISED TOINSTALLATION REERTSECTIONOFTHECALIFORNIA HEALTH & CITY OF ROCKLIN SPECIAL NOTES THESE NOTES ARE ONLY APPUCABLE IN THE CITY OF ROCKLIN. 3" 3�%' .r TYPICAL LONGITUDINAL SECTION N•T•s• 2 STANDARD WALL SECTION N•T•S• 1 #3 ® 6" ..... - 3'%* #3 O 6" - - - 5%* #3 O 6" - - 5'6" 3" 4" SAFETY THE15928 POOL DRAIN 9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER RP DEVICE IS REQUIRED ON ( ) 1. IN THE ABSENCE OFA SITE SPECIFIC SOILS INVESTIGATION, TRU SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL 5" 7%' 6-6- 4" SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE: - - - - 8%" ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22 AND GUNITE SCHEDULES FOR HIGH EXPANSIVE SOL WITH A MINIMUM SOIL EQUIVALENT FLUID 7'0" 5" WHEN LESS THAN 10' SLOPE SURCHARGE CONDITIONS (SEE GENERAL NOTES #3) WHEN ACTUAL SITE CONDITIONS EXCEED THE UMITA11ONS BELOW OR ADDITIONAL PROVIDE ADEQUATE DRAINAGE BOND BEAM PER BEHIND POOL WALL TABLE NO. 5 RAISED BOND BEAM STRUCTURAL NOTES 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF CONCRETE SHALL BE PRESSURE OF 65 P.C.F. (SCHEDULES C AND G 2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557 - SURCHARGES NOT COVERED BY THIS PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL 112 ? 1/4' PER SURCHARGE DETAILS ARE REQUIRED. FO SPECIAL DETAIL REQUIRED WHEN LESS THAN POOL DEPTH OR H/4 ao w (1) #4 0 TOP _ (7.5' MAX. H/4) o o <-WATERPROOFING RECOMMENDED. SPECIAL DETAIL REQUIRED '"I z WHEN ESS THAN H/6 HORIZ. STEEL m 0 6" C.M.U. W/ BARS 91 12 O.C. iv #3 VERT. BAR ® 24" O.C. (10' MIN., 20' MAX.) I N a m SOLID GROUT. ALTERNATIVE BOND�F' o 0 PER C.B.C. SECTION 1808.7.3 BEAM LOCATION l"^ ' ~ ^^"`""^"'" ' 3 \ / TWATER BOND BEAM a ADDITIONAL SPECIAL DETAILS VEIL STm LINE. VERTICAL STEEL W/ 0. SURCHARGE CONDITIONS - N.T.S. SEE TAKE 5, 24 MIN. EMBED. REQUIRED FOR CONDITIONS ABOVE 3 SCHEDULES E, F OR G 3" ,C, TYP. HORIZ. STEEL REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR • 'C' U 0 U 3" AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR. C BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) a (GUNITE) THICKNESS PER MASONRY NOTES: o APPROPRIATE WALL 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE n!�.,w�wt*yMMLnlhM\.^JS.ML+f�Nq. "*aV`V.hnfthu Q -; CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND ¢ SCHEDULE. ASTM C 0 ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF f 1500 z ¢ a POOL FLOOR THICKNESS 2. GROUTS ALL CONFORM TO CBC BC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI.. psi. H /I 4 a a G SEE CBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS. a MAY VARY TO ACHIEVE d �% Go 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC BC SEC. �. DESIRED WATER DEPTH. -�------- 2103 & ASTM C 270. SEE CBC/IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY �y 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 C VERTICAL STEEL 3'6" 3" #3 012" 3" #3 O 12" 3" #3 O 12- 4'0' 3" 4 6, 3" - - - 3" 3�%' ---- - - 4" 5%'- --- � - 5'0" 3" #3 ® 6" ..... - 3'%* #3 O 6" - - - 5%* #3 O 6" - - 5'6" 3" 4" 6%- 6'0" 3'M" 5" 7%' 6-6- 4" - 6" - - - - 8%" - - 7'0" 5" 6" #3 O 4" 8%* #3 O 3- 7'6*5%' - - 6" - - 8%, ---- 8'0" 6%" -- -- - 7" - - - - 83/Z" - - - - 6'6" 7%' 8"-- 90, 8" -- -Ploil 9" ---- - - - 1 O - -- 9'6" 9 6" 9" -- 9"-- -- 12'x" 11'0" 9" - 13' - PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR #3 BARS AND 14 BARS. SPUCES TO BE LAPPED A MINIMUM OF 24'. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2'. 3. (1) 114 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING IS #4 BARS AT 18' O.C.. 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN PONT IN THE POOL STRUCTURE. 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 6. SHOTCRETE (IGUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY REQUIREMENTS. 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150. B. SHOTCRETE/GIUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.3 IFOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. IO.ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT SURFACE. 11. FLOOR TO W&LL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED 5 -FEET. OWNER 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). CITY OF SAN JOSE SPECIAL NOTES THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF SAN JOSE. 1. ENGINEER TO SPECIFY TABLES AND DETAILS THAT APPLY TO A SPECIFIC JOB BY ONE OF THE FOLLOWING METHODS: A A SITE PLAN STAMPED AND SIGNED BY THE ENGINEER REFERRING TO THE APPROPRIATE DETAILS AND SCHEDULES. B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION. C. A STANDARD POOL PLAN WITH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO IDENTIFYING SCHEDULES AND DETAILS. 2. SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL AND GUNITE SCHEDULES WITH A MINIMUM SOIL EQUIVALENT FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOL (UNITED SOIL CLASSIFICATIONS GW, GP, GM, GC, SW, SP, SM, SM -SC, ML). AN EQUIVALENT FLUID PRESSURE OF 30 PCF, NON -EXPANSIVE SOIL, MAY ONLY BE USED IF RECOMMENDED BY A SOILS ENGINEER. 3. OVER THE COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED AS 'SPECIAL GEOLOGICAL HAZARD.' THE MASTER PLAN MIGHT BE USEABLE BASED ON THE FINDINGS OF THE GEOLOGIC AND GEOTECHNICAL REPORTS. 4. IN ACCORDANCE WITH CBC SECTION 1802.2.7, A SITE SPECIFIC SOLS INVESTIGATION MAY BE REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F. PERMIT#Ae BUTTE COUNTYDEVELOPMENTSERVICES, REVIEWED FOR DATE ODE COMPLIANCE SEE STRUCTURAL NOTE #1 ' SHALLOW FEATURES - MAINTAIN 18- UNDISTURBED MIN. 9EM BEDMENT COMPACTED SOIL INTO N.T.S. 4 RAISED BOND BEAM N.T.S.LUNOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6 NOTE: BOND BEAM PER TABLE 9' & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, SPA AIR -LINE 6"-8° N0. 1 &DETAIL #12. -�`-�`- 2" 2' CONCRETE COPING. 91/2- 3RD AND/OR 4TH IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES MAY BE LOOPED 1 / OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO INTO SPA BOND cv a ,n, __ _ EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL ? " I ' i-' O # F LEVEL TOP OF GUNITE 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. I MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID BEAM, MAINTAIN X o - I'. I 2 3 ,� , , (4) #3 BARS COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, ¢ z ¢ �_ , W GROUT & PLACE PER DETAIL 8 y PROVIDE 2 1/2" 1" CLR. TO REINF. ¢ I r}- 6' BARS. - / DECKING # r� IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR ICD N O - #15 FELT OR 4 MIL F- ELECTRICAL 'J' BOX. CLI. BETWEEN COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY w I THICK X #3 BARS is 1" MIN. CLI. VISQUEEN ON TOP. PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE �' 3" ¢ I AROUND ALL COPING 8" MIN. ABOVE DECK, WATER / O # �� a - H EA. WAY. PIPES. " #3 BARS WAY. <-LINE FLOOD LINE WHICH GRADE. PER TABLE 1 & DETAIL ARS DECKING. AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION �. SPA LIGHT 12" O.C. �, FINISH BOND BEAM W 4 3 B OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, _ �w # #12. m : TIE THE USER ACKNOWLEDGES THAT HE HAS READ & - SKIMMER BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. EQ. EQ. �C yyA�R WATER _ �..,. PLUMBING MAY BE LOCATED LINE. 24" .:I " COVER. VA : �� - co ,m,rw w, •w vrti IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL REINFORCING PER DETAIL 10. 6" LINE. \ " NOT REQUIRED IF 6" MIN. # MIN. LAP (2) #3 BARS V\\ ' _ - 2 1 2' a MAINTAIN 1' CLR. TO REINF. 3" BARS MAY BE OVER OR CALCS BY: A.J.C. I = 1 '� / �\ z COMPACTED M UNDER VERTICAL BARS. CLEAR PROVIDED. - BEND �\ ' CLI. ¢ o \\ FILL X � DRAWN BY' T.L.L. z 5' MIN.- �� BOND �� sy Z o ��`' PRECAST COPING OR BRICK 24" MIN. LAP t - w 9 z a AROUND ALL - BEAM \!� CIRCULATION DRAINS: `O INTO SPA FLOOR #3 BARS LI ¢ O a o ® J PROVIDE 2 ANTI -VORTEX SUCTION OUTLETS PER PUMP, OR POOL WALL. O 12'O.C. T!=`1 J UNDER ��\\ - X \�� 1 `i' a 8" CHECKED BY: R.L.L. O I t (2) #3 'Z' BARS SKIMMER. #8 COPPER ¢ \'1O \t�• v o Q COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. ��.�_ -I \�Py 6 a m X (2) #3 BARS FOR USE ONLY AT: ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY GROUND WIRE r \ o �A = , ¢ -I I I \ N ' Krawec Residence BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6' DAM - LAP INTO SPA REINF. SECTION AT SKIMMER �` LJ w E -VENEER. FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR C.E.C. APPROVED OF _ \\ _ - I o BEND 4127 Tiberon Way 12' DAM - LAP INSIDE BARS INTO SPA REINF. <s FIXTURE Fo - - _ 1,o VERT. STEEL Chico, CA 95973 ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: CONDUIT. - LAP OUTSIDE BARS INTO POOL REINF. LENS Ey - - - - 45. OR 90'. �\ zl 24" 6" RECESSED - O,P o� I_ E -TILE C SPA DETAILS MAY BE USED POOL MIN. (2) #3 BARS MI . LIGHT. M.l : , q�A J`' ? BOND BEAM PER -� / l SPA DETAILS - N.T.S. 7 LAP EACH WAY S TABLE NO. (--PLASTER A. q� FOR SPAS WITHOUT POOLS. AROUND NICHE. 3, 18" MIN �o��P � co LAP, TYP. ROCK OR BRICK NOTCH z 4'-0" MIN. IMPERVIOUS DECK 11 •' �R 1 `�'I LL' R rn M APPROVED SEALANT - VERT. STEEL - , WOOD POST FROM r'. 3!31/201 SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER (] 3 1/2---j PER FOOT DRAIN O #3 0 6" O.C. ATTACHED PATIO COVER / �- (2) #3 BARS. NOTES 5'-0' DEEP &BELOW. MAX. DEAD +LIVE LOAD = 2000 Ib. CIVIL �Q M a 1 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO •`te r OR 9� OQ� w x - ! NOTE: ? HORIZONTAL STEEL. Cb v I I LEVEL TOP OF BOND BEAM OF CN-* w J ZILt I _L 5" MIN. BRASS CONDUIT TO POOL REBAR, OR NON-METALUC ROCK ON BOND BEAM. I I WITH GROUT &PLACE 15 C" � o SATURATION PROVIDE CONTROL JOINTS 3' CLR. -�"r7 #3 BARS 0 12" O.C. TYP. i�n N I RECOMMENDED WHERE APPROPRIATE. = ` CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER WIRE I TYPICAL TYPICAL GALV. SIMPSON POST BASE I FELT OR 4 MIL VISQUEEN ON it I PRIOR TO INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E C NOTE BOND PER ELECTRICAL & TOP OF BOND BEAM. PLAN VALID ONLY WITH WET POURING DECK. I . ' 2 SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. STAMP dt ENGINEER'S SIGNATURE PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS " IN RED INK ON PLAN. SEE ELECTRICAL AND REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. MASTIC FOR LIGHTING FIXTURES U.L STANDARD 676. € PLUMBING NOTE #2 REGARDING FOOLING RECOMMENDED OTHER EXP. MATERIAL CONCRETE SHALL 3 1/2" MIN. CONC. DECKING. • AUTHORIZED SIGNATURES: EQUIPOTENIIAL BONDING GRID FOR EXPANSIVE SOILS. NOT TOUCH COPING, BOND BEAM OR-��---[Tt= TIE ADJACENT STRUCTURES.. CANTILEVER CONCRETE RONALD L. TO D L. ACHER, P.E. EXPANSIVE SOIL DETAILS I IN EXPANSIVE USE T B E 1,WERE MSCHIN DEDULE C'ECK M� N.T.S. 8 SKIMMER DETAIL N.T.S. g SECTION AT LIGHT N.T.s. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N•T•s• 12 JEFFERY COLLINS, KRISTOF P.E. CHRIS BIEDENBACH, P.E. STANDARD PLAN APPROVALS: STANDARD pOOI Ron Lacher, R.C.E. SHEET. U POOL PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. e THE 2013 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807 STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114 loci Phone: (714) 630-6100 M-PYRIGHT 2015, POOL ENGINEERING INC. a " `J