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Home My WebLink AboutB16-0687 047-710-022pool engineering inc. March 30, 2016 Mr. Philo Hunt ` BUTTE COUNTY APR 07 2016 L)EVELOPMENT SERVICES 216-OG`6'1 County of Butte BUTTE COUNTY 25 County Center Dr. BUILDING DIVISION Oroville, CA 95965-3500 APPROVED Re: Authorization to use Pool Engineering, Inc. Standard Pool Structural Plan Dear Mr. Hunt: By this notice Pool Engineering, Inc. and the undersigned engineer -of -record shall hereby grant Agua Fina Pools a limited non-exclusive and non -transferable allowance to utilize Pool Engineering, Inc. Standard Pool structural Plan for the permitting and construction of the swimming pool project at the Sandhy Residence at 3921 San Juan Ct., Chico, CA. Modification or reuse of the construction drawings without the express written permission of the Engineer is prohibited. If we can be of any further assistance, please do not hesitate to contact us. Best regards, Engineer's Seal P of , ngine ging Inc. odd Lacher, P.E. This letter is valid only with engineer's signature in red ink 1201 N. Tustin Avenue, Anaheim, CA 92807 r L. No. 67656 Exp. WOW 7 (P�q ! V Fax: (714) 630-6114 Phone: (714) 630-6100 S WATER SUPPLY AND DISTRIBUTION TABLE 603.2 BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS DEGREE OF HAZARD POLLUTION T CONTAMINATION I DEVICE, ASSEMBLY, APPLICABLE (LOW HAZARD) I (HIGH HAZARD) OR METHOD' STANDARDS I IMCK' Detector Fire Protec• '— __-_ SIPHONAGE I — i PRESSURE SIPHONAGE PRESSURE ... 1 Air a gap ASME X Lessum —_._.. X .See Table 603.3. I in this chapter. BACK•( BACK• PRESSURESIPHONAGE All 2.1.2 _.__ Vacuum � _.. I Air gap fitting is a device with an Inter- Air gap fittings for use with plumbing fixtures ASME A] 12 1.3 X — 'nal X — air gap and typical installation includes fixtures, appliances and appurte- ASSE 1047 !i ! Upright position. May have valves plumbing appliances and appurtenances. The critical level shall nanc s X ! downstream Minimum of 12 inches root be stalled below the flood rim. — X — above all downstream piping and — — _ _ Atmospheric vacuum Flood -level rim of receptor, May dis- p y and means of field Upright position. No valvdown- .( breaker (consists of a body, ASSE 1001 or ! stream. Minimum of 6 inchese or listed .checking member and CSA 864.1.1 j X — X — distance above all downstream piping atmospheric port) Horizontal unless otherwise listed. Prevention Assembly and flood -level rim of receptor.4,1 '.. See description of devices and assemblies in this chapter. a Installation in pit or vault requires previous approval by the Authority Having Jurisdiction. Access and clearance shall he in accor- (two independently AW WA C51I; . Annsiphon fill valve (ball- dance with the manufacturer's instmc- I CSA B64.4 or X Installation on gravity water closet cocks') for gravity water ASSE 1002 or X — X — flush tank and urinal tanks with the fill (valve installed with the critical level not ,closet flush tanks and uri- CSA B1253 ;need platform/ladder for test and less than I inch above the opening of nal tanks repair. May discharge water. testing) , the overflow pipe.4 5 --- Installation includes wall h drams and y ,Vacuum breaker wall ( hydrants, hose bibbs, frost ASSE 1019 or hose bions Such devices are not for use X _ X — under continuous pressure conditionsng resistant, automatic drain- CSA B64.2.1.1 (means of shutoff downstream of itype —I ------ �--- — device is prohibited).as ----- --� BackFlowpreventerfar Carbonated Beverage Dis- Censers (two independent ASSE 1022 j X 1--- — _ — Installation includes carbonated bever- I age machines or dispensers. These check valves with a vent to devices operate under intermittent or continuous pressure conditions. i the atmosphere) -i �— Spill -Resistant Pressure—� ! Upright Minimum of 12 inches 'Vacuum Breaker (single valve with au inlet ASSE 1056 X — ( X — position. or listed distance above all downstream piping and Flood -level rim of receptor." -check testing) - II Horizontal unless otherwise listed. Double Check Valve Back- Access and clearance shall be in actor 'with flow Prevention Assembly ASSE 1015; AWWAC510; I ! dance the manufacturer's mstma ( independent check (twoCSA 664.5 or X X — — j tions, and not less than a 12 inch clear- valves and means of field CSA B64.5.I . ance at bottom for maintenance. May I need platfami/ladder for test and repair. (testing) IDoes not discharge water. � Double Check Detector Horizontal unless otherwise listed. Fire Protection Backflow ! 'Access and clearance shall be in actor - !Prevention Assembly (two I dance with the manufacturer's msmuc- !independent check valvesASSE tions, and not less than a 12 inch clear - with a parallel detector 1048 X ! X — — ance at bottom for maintenance. May asscmblyconsisting of a I I need platform/ladder for test and repair. ' (water meter and a double Does not discharge water. Installation !,check valve backflow pre- '. III includes a fire protection system and is ' 'vention assembly and designed to operate under continuous means of field testing) pressure conditions. 130 2013 CALIFORNIA PLUMBING CODE � L 7 WAT SUPPLY AND DISTRIBUTION TABLE 603.2 BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS (continued) . Reduced Pressure DEGREE OF HAZARD Detector Fire Protec• POLLUTION _C CONTAMINATION A SEM DEVICE, S METHODtSIPHONAGE AppLICABLE STANDARDS (LOW HAZARD) -BACK i(HIGH NAZARD) _ Za INSTALLATIONOR Lessum BACK•( BACK• PRESSURESIPHONAGE BACK- PRESSURE Vacuum Breaker Backflow Prevention Assembly ASSE 1047 !i Upright position. May have valves (loaded air inlet ASSE 1020 or X ! downstream Minimum of 12 inches valve, internally CSA B64.1.2 — X — above all downstream piping and loaded check valve Flood -level rim of receptor, May dis- p y and means of field charge water. testing) -- rReduced Pressure Principle Backflow Horizontal unless otherwise listed. Prevention Assembly ASSE 1013; See description of devices and assemblies in this chapter. a Installation in pit or vault requires previous approval by the Authority Having Jurisdiction. Access and clearance shall he in accor- (two independently AW WA C51I; . dance with the manufacturer's instmc- acting loaded check CSA B64.4 or X X X X tions, and not less than a 12 inch clear - valves, a differential CSA B64 4 I ance at bottom for maintenance. May pressure relief valve ;need platform/ladder for test and and means of field repair. May discharge water. testing) . Reduced Pressure Detector Fire Protec• tion Backflow Preven- tion Assembly (two independently acting f loaded check valves, a differential pressure ASSE 1047 relief valve, with a X X X parallel detector assembly consisting of a water meter and a reduced -pressure prin- ciple backflow pre- vention assembly, and ([means of field testing) - For St units: I inch z 25.4 mm Notes: See description of devices and assemblies in this chapter. a 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. " For deck -mounted and equipment -mounted vacuum breaker, see Section 603.5.14. 77 1 Horizontal unless otherwise listed. Access and clearance shall be in accor- dance with the manufacturer's instruc- tions, and not less than a 12 inch clear - X ance at bottom for maintenance. May need platform/ladder for test and repair. May discharge water. Installa- tion includes a fire protection system and is designed to operate under con- tinuous pressure conditions. x Butte County Department of Development Services ' PERMIT CENTER I 7 County Center Drive, Oroville, CA 95965 * * Main Phone (530) 538-7601 Fax (530) 538-7785 MVBIQPWW Nov Kc: www.buttecounty.net/dds ANTI -ENTRAPMENT CERTIFICATION FORM FOR SWIMMING POOLS & SPAS 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: 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 Revised 7.20.2015 Pagel of3 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 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 Windows and doors routinely closed and latched 'Safety poo cover 'Isolation 'Perimeter At a minimum, one of these shalt be provided Revised 7.20.2015 Page 3 of 3 self-closing, self -latching (Revised 4108) 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 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 Windows and doors routinely closed and latched 'Safety pool cover.. Isolation 'Perimeter ' At a minimum, one of these shall be provided Revised 7.20.2015 Page 3 of �••r"r'r•�i�i=i '!•rr�r�r�r self-closing, self -latching (Revised 4/08) CONSTRUCTION SPECIFICATIONS t �...,..,_..•.......,,..,...� ... �._.......,..,.._�.+. ,_.a,., � 1. EXCAVATIrON AND RELA ND.RELATEDSPECIFICATION S BANK 7 CASH Access Width Remove from site, e, day of excavation only: We,x rs StumpsConcretep- Dept Excavation n CFYPe C.. ..c. z .. «, .�•, � a • o =� � �- • � Dirt on Job Site o.,Left r Removed G Shrubs r • Trees ' w•! ..t ; '* v rG . r,f. ... .tT;. r... ,7 :. ,r?4 . Perimetert. Deep end ramp eRetaining Walls (Type) end ram r� uareF . _ �. c asap" .. ,. , Y= i eces Wail Fence to be: Footings Ft. at $ �P o rn �....�,�� 15 ►..Fr,,r • x., _ Equ(pmentslab 4f x_ Stoa s 9 .. Flood Zone m •, :•►r ...:.:. • r<"-•��:;..sr, .:��.�:.�._� t< •� Gats. ( v , .» :� �. y v" •+�•s � ; •,•• •. . hz << . r� u ,'" ,. ; ' - Elevation : ' Removed b : Buyer G Contractor ❑ Pool Capac ty q c�. ,_•._, :.•..•,e. �•t rr a G.P.M. % 7 , . , �,., 1...K _ r Replaced by Buyer �.. Contractor a Fate at F.L R.M.. _ ; .. .. � ..... ::�:, �: .. � , t�.:,. �.; Hrs. � ..t•�'w.}� ri•.,.°ay:.,.a.v+.' L .��...•H..13`•.•r. Turn p .:.. � _ . -1• .��•.. .., :, . f , ... •, .:.. � + .. _...-•' .. +, a ,. Miscellaneous -: ,r,, #•. ,....,,, ..sem .,.. t r.• ., . �, •• . 4 < .. 2: EQUIPMENT - R .. 1.... •: : •. - Filter -Sq. FL �� Maintenance kit (To include the following) Q Grab railpanels Backwash valve CI Srush G leaf skimmer ��; test wt � Light(s)# with Ft.cord Cl J - ra ... ,. W Trans.._. 400W 500W G Pumphorse power :� 16 Ft, pole _� Thermometer L, 300 �. a , Color k C r S twn tank c- Chlorinator Q NO CONSTRUCTION IN .'"'�. " ':r m Ft t7 Time Clocks Model # CII ....- p-.98 <,t Heater' BTU .7 Diving/Ju p Board _ Clock(s) L.ic� t EASEMENTS �— `. a olar �� Divin Board Panels ❑ G. F i. r . .: � ., . 4 Nat [7 LPG C7 Elec. o D' G S ALL PORTIONSr rum # H.P. u 9 OF STRUCTURE TO BE OUT <. s O^. Indoor ❑ Outdoor J Slide (type) Color _ 0 Boosts pump OF EASEMENT INCLUDING FOOTINGS, -� , Left G Right G Prevent -a-Freeze ,.. +�> Pooicoyer �: Str. �, -Cur. C .� .; w - � r C3 Aim flows # FOUNDATIONS, WALLS, EAVES AND ROOF • . � ..� � tAutomatic Pooi Cleaner t� Rope Anchors # flow(s) J Vacuum n Ft. hose Ft. of rope wt floats [7 Skimmer(s) # I Grab rails o Main drain(s) # "Miscellaneous :z 3. PLUMBING Fill One Ft of Slide Ft. of Return Ft. of - PVC 0 COPPER ` Backwash Drain fine Pool Cleaner Ft. of Solar Ft. of Overflow Ft. of Fountain R. of R. of Ft. of Suction FL of Miscellaneous 4. STRUCTURAL Steel Schedule Deep End Ramp D Shallow end ramp Miscellaneous '5. CONCRETE Equipment slab Custom steps x Swimout Ft. Recessed Steps _ Inside C_'. Outside M a Miscellaneous - 6. TILE AND/OR COPING CANTILEVER Tile # Color T. GAS LINE Builder i;! Utility Owner _ Size Coping# Color tine size Line (meter to heater) Ft Y Rock d Type Ft Ft. included additional at $ per Miscellaneous Miscellaneous I BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4" PER NOT 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). 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 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 1 TABLE 5 BASIC GRID #3 1500 #/FOOT MAX. COPING r1A BARS 0 12" O.C. DRAIN BOND BEAM DECKING. MINIMUM A TABLE TABLE TABLE WATER SURFACE. ^^°°- SEE TABLE #1 & DETAIL #12. APPROX. 3" BELOW WIDTH PER LOCAL B E F G BOND BEAM. BUILDING CODE. �� o o � C J� ��VV 3'-0" MIN. X o oof: �T i ++ Q M m COPING o w aj � 0 0 NO RBB. r I t r of oIL I ''' 0 3" ¢ o --..........................................._. o- t" ---- a y o BENCH/STEPS M I¢1 i a In Xa SEE OPTIONS co ABOVE UNDISNRBED SOIL T im i F 00 N � 1500 IPSF MIN. BEARING VALUE. _....................................... _............ ................... _.............. _.. . ........... .....:..L......... 1 N I (I I ! I a .._,! OR FOOTINGINFLUENCE 'C' SHOTCRIETE COVERLINDER- J WATER I , I (i......I 3 I I SURCHARGE TO BE CHANGED �G >' IF Q UN ORMLY. LIGHT PER I '"; I rn SEE TABLE 1 DETAIL #10. i € � ' Y ADD #3 0 12 O.C. n ' 1II LONGITUDINAL 0 TRANSITION ACTUAL DIG UNE MAY -,j, FOR EXP. SOILS. VARY, LOCATE STEEL _ 3" CLR FROM EARTH. ._ TYP. FLOOR - - STEEL BASKET IS NOT REQUIRED ?`' SURCHARGE CONDITION: VERTICAL STEEL - -� *J i6" THICK MIN. SHOTCRETE (GUNITE) USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 24° MIN �T DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. (BUILDING SURCHARGE) WHEN EXTEND WALL S. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD'G SURCHARGE A B C - D IN HIGH WATER TABLE, INSTALL POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE BARS 0 12" O.C. #3 (30 MIN. FOR TABLE 5G) OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL CONTINUOUS SHOTCRETE INSPECTION E.F.P. 30 P.C.F. 45 P.C.F. 65 P.C.F. 45 P.C.F.1 D R C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL. C VERTICAL STEEL SO" l'-0" 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" 3" #3 0 12" F 3'6" V-0" 3" 3" 3" 3" 4'0" l'-0" 3" BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) 3" 5. POOLS SHALL BIE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. :' . K 6. BACKWASH SHALL BE DISPOSED OF IN ;AN APPROVED MANNEIt I ,,..! :K - STANDARDS CODE, AND LOCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO 4" 4" 4'6" 1'-0" 3" 8'6" 7%" 3 iz 7, POOL/SPA WATER HEATERYANO GAS PIPING INSTALLATION TO BE'IN CONFORMANCE WITH THE CPC. vib .. <. 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. 5" HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE 10. CONTRACTOR OWNER SHALL VERIFY ALL FIELD CONDITIONS SI DIMENSIONS AT JOB 9'%. 5" 5'0" V-6" 3" #3 0 6" 4" #3 0 6" 5" #3 06- 5" #3 _ _..... ... 0 6- .... 5'6" 2'-0" 3" 11%" .... 4" 5" 5X" 6'0" 2'-6" 3" .. _.... .. 4" SPECIAL DETAIL REQUIRED TOP OF SLOPE 6"51/i" NOTE: WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM 6'6" 3'-0" 3' _..._... ....._.. 41h 7" ....- 2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED 6X" 7-0" 3'-6" 3" THE LIMITATIONS BELOW OR ADDITIONAL OND BEMM PER BEHIND POOL WALL 5" .. TO A MINIMUM OF 907 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 01557 8" ... 711" 7'6" 4'-0" 1 3" _ ~ - 51%' - 9"- 8'0" 4'-6" 3" - - 6"10" - 8" 8'6" 5'-0" 3" 6" 10" 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 UNE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. EACH DIRECTION SLOPES AND STRUCTURES. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN HORIZONTAL STEEL ro REINF. INTO FLOOR. 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: ACCORDANCE WLTH CEC 680.26(8). BONDING TO PERIMETER SURFACES SHALL BE 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 THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE 65 P.C.F. WALKING SURFACE. 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. IN HIGH WATER TABLE, INSTALL POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE BARS 0 12" O.C. #3 (30 MIN. FOR TABLE 5G) OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL CONTINUOUS SHOTCRETE INSPECTION PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VAUD #3 0 12" ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL HYDROSTATIC VALVE AND ROCK PACK AT LOW POINT. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT ADDITIONAL BARS BEGIN AT 5'-0° FROM THE TOP OF, THE POOL 3. THIS PLAN iS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL r CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS 'TITLE 24 3" 3%" SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. 5'0" 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 WALL (RAISED OR NOT RAISED). NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, STANDARDS. 3. OBTAIN ELECTRICAL AND''PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 4. ALL EQUIPMENT SHALL BE LISTED ;AND INSTALLED PER MANUFACTURERS FENCING, CONCRETE DECKING AND POOL GEOMETRICS. 2. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: 6" 3" 5-6- 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 1.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE 6%" DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, - * IF POOL WALL HEIGHT DOES NOT EXCEED 5' 0" THEN NO ADDITIONAL EXPANSION. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO RECOMMENDATIONS AND INyACCORDANCE WITH LOCAL�REGULATIONS. - ?' 6. ALL CONSTRUCTION SHALL' COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 8" BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 1.2. SYSTEM IS INSTALLED WITH: 6" CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013 A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 5. POOLS SHALL BIE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. :' . K 6. BACKWASH SHALL BE DISPOSED OF IN ;AN APPROVED MANNEIt I ,,..! :K - STANDARDS CODE, AND LOCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL PERMIT OFF PEAK OPERATION. 7" ANORCAL GEOMETR8. FENCING AND 8'6" 7%" SINS &I SAFETY QUIPMENT SHALLSTANDARDS BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. BARRIERS 7, POOL/SPA WATER HEATERYANO GAS PIPING INSTALLATION TO BE'IN CONFORMANCE WITH THE CPC. vib .. <. 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. BUILDING OFFICIAL HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE 10. CONTRACTOR OWNER SHALL VERIFY ALL FIELD CONDITIONS SI DIMENSIONS AT JOB 9'%. SITE. POOL LENGTH, GRADE BREAK LOCATIONS &DEPTH DIMENSIONS AS NOTED N THE SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 6 HIGH. ACCESS GATES PLOT PLAN SHCOMPLY WITH SP SUGGESTED MINIMUM STANDARDS FOR THROUGH FENCING SHALL OPEN AWAY FROM THE POOL MAXIMUM VERTICAL CLEARANCE SECTION RESIDENTIAL POOLS E FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM S APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS 2 REGULATIONS AND MANUFACTURERS RECOMMENDATIONS LOCAL CODES, THE LOCAL CODES SHALL PREVAIL N.T.S. ELECTRICAL; AND PLUMBING CITY OF FREMONT SPECIAL NOTES i 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 ENCROACH INTO GUNITE SHELL EACH DIRECTION SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL ro REINF. INTO FLOOR. �- ACCORDANCE WLTH CEC 680.26(8). BONDING TO PERIMETER SURFACES SHALL BE 1. SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLA110N Al SLOPED SITE. GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL 65 P.C.F. CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. BARS 0 12" O.C. #3 (30 MIN. FOR TABLE 5G) INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF ENGINEER IN THE STATE OF CALIFORNIA. #3 0 12" PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 HYDROSTATIC VALVE AND ROCK PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0° FROM THE TOP OF, THE POOL MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL r 2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL OF ADJACENT BUILDING & SWIMMING POOL SHALL BE 3'-0' WIDE WALKWAY PLUS THE WIDTH N SWIMMING POOL BOND BEAM AND NO 3" 3%" ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY "T" 5'0" 3" MASONRY SCREEN OR GARDEN WALL (RAISED OR NOT RAISED). 'D' INDICATES DISTANCE DOWN FROM TOP OF BUILDING FOOTING 3. OBTAIN ELECTRICAL AND''PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 4. ALL EQUIPMENT SHALL BE LISTED ;AND INSTALLED PER MANUFACTURERS LESS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. REFER TO STANDARD POOL STRUCTURAL PLAN, DETAIL #2. 6" 3" 5-6- BALANCED AND SYMMETRICALLY PLUMBED THROUGH 6%" WALL DOES NOT REQUIRE - * IF POOL WALL HEIGHT DOES NOT EXCEED 5' 0" THEN NO ADDITIONAL WALL TO INCREASE SHOTCRETE COVER AND SURCHARGE RECOMMENDATIONS AND INyACCORDANCE WITH LOCAL�REGULATIONS. - ?' 3. -FOR COMMERCIAL POOLS, HEALTH DEPARTMENT SUBMITTAL PLANS SHALL ACCOMPANY THIS 8" a FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. 6" SURCHARGE DETAIL) BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) ADD ADDITIONAL REINF. BARS. 5. POOLS SHALL BIE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. :' . K 6. BACKWASH SHALL BE DISPOSED OF IN ;AN APPROVED MANNEIt I ,,..! :K - STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH DEPARTMENT FOR PUBLIC SWIMMING POOLS. 8'0" 6%" 7" 8Th" 8'6" 7%" 1. FOR E.F.P. = 65 P.C.F., CONC. COVER = C + 2" 7, POOL/SPA WATER HEATERYANO GAS PIPING INSTALLATION TO BE'IN CONFORMANCE WITH THE CPC. vib .. <. CITY OF ROCKLIN SPECIAL NOTES BUILDING OFFICIAL 9'%. 9. KEEP CONCRETE: DAMP CONTINUOUSLY FOR 14 DAYS. TYPICAL LONGITUDINAL SECTION N.T.s. 2 STANDARD WALL SECTION N.T.S. 1 ADVISED TO OF THE HEALTH & 8. CONTRACLE THESE. NOTES ARE ONLY IN THE CITY OF ROCKLIN. OWNER R E V I E IN Pl F a 11%" .... .......... 10'0" 9" � � 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. f j 4 SAFETY CTOR ODEIS FIOR ROPEROI INSER TALLATION ONECTION OF THEI5928 POOLL DRAIN SYSTEM. 9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22 1. NTHE ABSENCE OF A SITE SPECIFIC CIFIC OILS INVESTIGATION, SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL AND F-1719" SPECIAL DETAIL REQUIRED TOP OF SLOPE TOE OF SLOPE OR OTHER CONDITIONS NOTE: WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM STRUC 1 URAL NOTES GUNITE SCHEDULES FOR HIGH EXPANSIVE SOIL WITH A MINIMUM SOIL EQUIVALENT FLUID PRESSURE OF 65 P.C.F. (SCHEDULES C AND G). WHEN LESS THAN 10' SURCHARGE 2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED (SEE GENERAL NOTES #3) THE LIMITATIONS BELOW OR ADDITIONAL OND BEMM PER BEHIND POOL WALL 1. SOIL SHALL HAV1E A MINIMUM BEARING VALUE OF 1500 PSF CONCRETE SHALL BE TO A MINIMUM OF 907 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 01557 SURCHARGES NOT COVERED BY THIS B PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 *,,K 4" PER SURCHARGE DETAILS ARE REQUIRED. FOOT SPECIAL DETAIL REQUIRED I I WHEN LESS THAN POOL DEPTH OR H/4€ X m o w (1) #4 0 TOP x �,I a m 3 (7.5' MAX. H/4) z F -WATERPROOFING RECOMMENDED. SPECIAL DETAIL REQUIRED o 0 HORIZ. STEEL m w WHEN LESS THAN H/6 � 6" C.M.U. W/ (10' MIN., 20' MAX.) BARS 0 112" O.C. N °,-° #3 VERT. BAR 0 24" O.C. w o SOLID GROUT. M ALTERNATTVE BOND --)I- o ' PER C.B.C. SECTION 1808.7.3 BEAM LOCATION BOND BEAM ; ,CWATER ,I z VERT. STEEL UNE. VERTICAL STEEL W/ a - ADDITIONAL SPECIAL DETAILS N.T.S. SEE TABLE 5, 24" MIN. EMBED. SURCHARGE CONDITIONS REQUIRED FOR CONDITIONS ABOVE 3 scHEDULE:S E, F OR G 3" 'C' 1TYP. HORIZ. STEEL REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR77 L L L 3" AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR. o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES - 0 (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE APPROPRIATE WALL CNTFROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO C13CABC SEC. 2103, AND SCHEDULE. ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. 4 _ 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH f�2,000 PSI. z a POOLFLOOR THICKNESS •Al• SEE CBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS. ao i1 $ MAY VARY TO ACHIEVE >. m G 4 DESIRED WATER DEPTH. _-_-_ _. 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 270. SEE CBCABC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY SPECIIFlCATIONS 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 0 12" 3" #3 0 12" - 3" #3 0 12- 4-0- 3" 4'6" 3" _ 3" 3%" 4" 5%' 5'0" 3" 1 #3 0 6" 3%" #3 0 6" _ - ...__ .. _ *1 ol 5%" #3 0 6- .._. "5 _ ........ _ 6" 3" 5-6- 4" 6%" 6'0" 3%" 5" 73z" 6-6- 4" 6" 8" 7'0" 5" 6" #3 0 4" ....,....... 8%" #3 0 3" 7'6" 5%" 6" 8'0" 6%" 7" 8Th" 8'6" 7%" mm 8" BUILDING OFFICIAL 9'%. 9. KEEP CONCRETE: DAMP CONTINUOUSLY FOR 14 DAYS. 910" 8" 10. ALL INTERIOR SUURFACES OF POOL/SPA SHALL BE COATED WITH A WATER-TIGHTSURFA E ae^ _ 9" 10%" 9'6" 9" DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED PUiTL ' , UNTY BELE L (i?',�AEiVT SERVICES 10" OWNER R E V I E IN Pl F a 11%" .... .......... 10'0" 9" � � 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. f j 4 11" 12'%" F-1719" 11 " 13" SEE STRUCTURAL NOTE #171 SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. ,4 RAISES) BOND BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOIL cJ NOTES 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 NO. 1 & DETAIL #12. ` 6 8 2"' 2 CONCRETE COPING. 9 1/2• 3RD AND/OR 4TH IDEAS DETAILS, NOTES & SPEgFlCAIIONS EITHER COPIES MAY BE LOOPED OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO INTO SPA BOND co n «<r,; EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL BEAM. MAINTAIN X z �I '. Y' n�s`M� ' F a i LEVEL TOP OF GUNITE 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. I MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID ( COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, a z, ( a (, 2) #3 Q I _- (4) #3 BARS W GROUT & PLACE PER DETAIL 8 -i PROVIDE 2 1/2" 1" CLR. TO REINF. M ¢ BARS. / . # rq IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR F- I 6" #15 FELT OR 4 MIL. DECKING ELECTRICAL J' BOX. .I CLR. BETWEEN COPIES THEREOF To BE MADE, COPIED OR ALTERED BY THICK X 3 BARS io 1" MIN. CLR.` PARALLEL BARS. ¢ # I _ VISQUEEN ON TOP. COPING 8" MIN. ABDVE DECK, WATER ,,itl >I rirs; ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE 3" AROUND ALL " AUTHORIZED WITH THE EXPRESSED WI2ITTEN PERMISSION SPA LIGHT 12" O.C. 04 3 BARS 12 Z " <- LINE OR FLOOD LINE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. 7 EA. WAY. PIPES. # °O GRADE. PER TABLE #1 & DETAIL #12. io - TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, -`oI • -, , ----• O.C. EA. WAY. EVER IS GREATER THE USER ACKNOWLEDGES THAT HE HAS READ & IanBOND BEAM PER TABLE SKIMMER 0 1 EQ. EQ. WATER r, N MAY PLUMBING Y BE LOCATED WATER :.w COVER. \ TL 1 "= :. "" " « "�"� " BOND BEAM HORIZONTAL N UNDERSTANDS ALL ON THE NOTES INCLUDED HEREIN REINFORCING PER DETAIL 10. 6• UNE' 24" LINE. \\\; €i= IN BOND BEAM LOWER CORNER # LAP (2) #3 BARS V Z 2 1/2" MAINTAIN 1" CLR. TO REINF. 3" BARS MAY BE OVER OR CALCS BY: A.J.C. NOT REQUIRED IF 6" MIN. MIN. \\�\ I F 1 z W COMPACTED Q o J CLR. UNDER VERTICAL BARS. CLEAR PROVIDED BEND FILL x • w DRAWN BY: T.L.L. z 5" MIN. BOND l BOND `�� I " svy Z o -N PRECAST COPING OR BRICK is i ,:f, 24" MIN. LAP '�., a AROUND ALL. ,,.. . BEAM 3' °.o a \9<<O �. Li z 0 _j CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS S E i UNDER �� -J \�. of $ �„ 8�° CHECKED BY: R.L.L. PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, OR POOL WALL 0 12 O.C. L (2) #3 'Z' BARS : I SKIMMER. ��. a \F'1O 1 p !h\N' �} r.� i #8 COPPER �� P 0 m X 2 3 BARS FOR USE ONLY AT: COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. _ \q ¢ O # GROUND WIRE � r � \ Tio x ,., ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY \ cn-a Sandhy RESId@TICS BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM -LAP INTO SPA REINF. SECTION AT SKIMMER L w. �E-VENEER. C.E.C. APPROVED _ O ; A� _ - I o BEND 3921 Sall Juan Ct. FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12" DAM -LAP INSIDE BARS INTO SPA REINF. D FIXTURE FFA - - - oo VERT. STEEL CI11CO3 CA 95973 ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: CONDUIT. 1 I -LAP OUTSIDE BARS INTO POOL REINF. LENS Fy -•- - - - .� 45' OR 90'. 24" 6" RECESSED O L 1 E -TILE _ POOL MIN. (2) #3 BARS MI LIGHT. ' �9�A J?� BOND BEAM PER SPA DETAILS MAY BE USED 7 17 LAP EACH WAY L ��P� TABLE No. 1. E -PLASTER opR 1L. 1A SPA DETAILS N.T.S. FOR SPAS WITHOUT POOLS. AROUND NICHE. 18" MIN. pC y ,� LAP, TYP. 1p �v ROCK OR BRICK NOTCH 00 G, 4'-0° MIN. IMPERVIOUS DECK CLR. �a w m C6 6 APPROVED SEALANT - VERT. STEEL WOOD POST FROM SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER., € XP. 6130/2017 PER FOOT i #3 0 6" O.C. ATTACHED PATIO COVER 3 1/2" DRAIN:) C (2) #3 BARS. NOTES 5'-0" DEEP & BELOW. �2 MAX. DEAD + LIVE LOAD = 2000 Ib. OR S P Z a rt I 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO HORIZONTAL STEEL w tf I I LEVEL TOP OF BOND BEAM cIVl1.\� x v> NOTE BRASS CONDUIT TO POOL REBAR OR NON-METAWC ROCK ON BOND BEAM. N `'' J SATURATION PROVIDE CONTROL JOINTS L 3" CLR. �M 5 MIN. #3 BARS 0 12° O.C. TYP. �, I I WITH GROUT &PLACE 15# CA>r O a LI CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE L I FELT OR 4 MIL VISQUEEN ON N I I RECOMMENDED WHERE APPROPRIATE. `: 1) TYPICAL. TYPICAL INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E C. GALV. SIMPSON POST BASE. I TOP OF BOND BEAM. PLAN AUD ONLY WITH WET PRIOR TO y - �' NOTE BOND PER ELECTRICAL & j L -, POURING DECK. I E € I Z SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY MATH EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. STAMP dt ENGINEER'S SIGNATURE R SEE ELECTRICAL AND 6° REMAINDER OF JOINT IN STYROFOAM OR PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24" MIN. EACH SIDE OF RAMP. -z MASTIC IN RED INK ON PLAN. 8 ELU RING OTE ON REGARDING FOOTING RECOMMENDED NOTETOUCH COPING, ABONDNBEAM OR ALL FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1/2" MIN. GONG. DECKING. °TILL AUTHORIZED SIGNATURES: q Q BONDING G GRID FOR EXPANSIVE SOILS. RONALD L LACHER, P.E. ADJACENT STRUCTURES.. CANTILEVER CONCRETE >' TODD L LACHER, P.E. KRISTOF NADASDI, P.E. IN EXPANSIVE SOIL DETAILS ARE NOT MET USSE T BLEE 1,MSCHEDULEIN DECK RC' N.T.S. g SKIMMER DETAIL N.T.S. 9 SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP Ll1 BOND BEAM DETAILS N.T.S. 12 RISEQMTS BIY COLLINS, P.E. i CHRIS BIEDENBACH, P.E. STANDARD PLAN APPROVALS: pool Ron Lacher, R.C.E. SHEET: V STANDARD POO PREPARED IN ACCORDANCE WITH p00 N. Tustin Ave. a THE 2013 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807 Inc. Fax: (714) 630-611 STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE)10() 1 4 Phone: (714) 630-6100 100N^ CBC13 ��/ LCL COPYRIGHT 2015, POOL ENGINEERING INC. l ailsiii PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 909. 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 THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF SAN JOSE CUT -FILL TRANSITIONS. 2. ALL REINFORCINiG 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 THE FOLLOWING METHODS: 40 FOR 13 SARIS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24. MINIMUM A. A SITE PLAN STAMPED AND SIGNED BY THE ENGINEER REFERRING TO THE CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2'. APPROPRIATE DETAILS AND SCHEDULES. 3. (1) 14 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 IBARS AT 18" O.C.. IDENTIFY1NG 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, 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 N AREAS DESIGNATED AS 'SPECIAL A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WERE APPLICABLE, GEOLOGICAL HAZARD.' THE MASTER PLAN MIGHT BE USEABLE BASED ON THE FINDINGS OF SHOTCRETE (GUNITE) 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 SUURFACES OF POOL/SPA SHALL BE COATED WITH A WATER-TIGHTSURFA E ae^ �� tq 11. FLOOR CTO WALL. TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER PERMIT # _ ' / DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED PUiTL ' , UNTY BELE L (i?',�AEiVT SERVICES OWNER R E V I E IN Pl F a 1. KEEP SHOTCRETIE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.CODE C 1� 1"e I �° � C � � 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. f j 4 3. DO NOT USE BLACK RUBBER HOSE WIZEN FILLING POOL (IT MARKS THE PLASTER). DA7i E / 6 PY__eteJ __ SEE STRUCTURAL NOTE #171 SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. ,4 RAISES) BOND BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOIL cJ NOTES 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 NO. 1 & DETAIL #12. ` 6 8 2"' 2 CONCRETE COPING. 9 1/2• 3RD AND/OR 4TH IDEAS DETAILS, NOTES & SPEgFlCAIIONS EITHER COPIES MAY BE LOOPED OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO INTO SPA BOND co n «<r,; EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL BEAM. MAINTAIN X z �I '. Y' n�s`M� ' F a i LEVEL TOP OF GUNITE 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. I MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID ( COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, a z, ( a (, 2) #3 Q I _- (4) #3 BARS W GROUT & PLACE PER DETAIL 8 -i PROVIDE 2 1/2" 1" CLR. TO REINF. M ¢ BARS. / . # rq IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR F- I 6" #15 FELT OR 4 MIL. DECKING ELECTRICAL J' BOX. .I CLR. BETWEEN COPIES THEREOF To BE MADE, COPIED OR ALTERED BY THICK X 3 BARS io 1" MIN. CLR.` PARALLEL BARS. ¢ # I _ VISQUEEN ON TOP. COPING 8" MIN. ABDVE DECK, WATER ,,itl >I rirs; ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE 3" AROUND ALL " AUTHORIZED WITH THE EXPRESSED WI2ITTEN PERMISSION SPA LIGHT 12" O.C. 04 3 BARS 12 Z " <- LINE OR FLOOD LINE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. 7 EA. WAY. PIPES. # °O GRADE. PER TABLE #1 & DETAIL #12. io - TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, -`oI • -, , ----• O.C. EA. WAY. EVER IS GREATER THE USER ACKNOWLEDGES THAT HE HAS READ & IanBOND BEAM PER TABLE SKIMMER 0 1 EQ. EQ. WATER r, N MAY PLUMBING Y BE LOCATED WATER :.w COVER. \ TL 1 "= :. "" " « "�"� " BOND BEAM HORIZONTAL N UNDERSTANDS ALL ON THE NOTES INCLUDED HEREIN REINFORCING PER DETAIL 10. 6• UNE' 24" LINE. \\\; €i= IN BOND BEAM LOWER CORNER # LAP (2) #3 BARS V Z 2 1/2" MAINTAIN 1" CLR. TO REINF. 3" BARS MAY BE OVER OR CALCS BY: A.J.C. NOT REQUIRED IF 6" MIN. MIN. \\�\ I F 1 z W COMPACTED Q o J CLR. UNDER VERTICAL BARS. CLEAR PROVIDED BEND FILL x • w DRAWN BY: T.L.L. z 5" MIN. BOND l BOND `�� I " svy Z o -N PRECAST COPING OR BRICK is i ,:f, 24" MIN. LAP '�., a AROUND ALL. ,,.. . BEAM 3' °.o a \9<<O �. Li z 0 _j CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS S E i UNDER �� -J \�. of $ �„ 8�° CHECKED BY: R.L.L. PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, OR POOL WALL 0 12 O.C. L (2) #3 'Z' BARS : I SKIMMER. ��. a \F'1O 1 p !h\N' �} r.� i #8 COPPER �� P 0 m X 2 3 BARS FOR USE ONLY AT: COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. _ \q ¢ O # GROUND WIRE � r � \ Tio x ,., ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY \ cn-a Sandhy RESId@TICS BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM -LAP INTO SPA REINF. SECTION AT SKIMMER L w. �E-VENEER. C.E.C. APPROVED _ O ; A� _ - I o BEND 3921 Sall Juan Ct. FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12" DAM -LAP INSIDE BARS INTO SPA REINF. D FIXTURE FFA - - - oo VERT. STEEL CI11CO3 CA 95973 ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: CONDUIT. 1 I -LAP OUTSIDE BARS INTO POOL REINF. LENS Fy -•- - - - .� 45' OR 90'. 24" 6" RECESSED O L 1 E -TILE _ POOL MIN. (2) #3 BARS MI LIGHT. ' �9�A J?� BOND BEAM PER SPA DETAILS MAY BE USED 7 17 LAP EACH WAY L ��P� TABLE No. 1. E -PLASTER opR 1L. 1A SPA DETAILS N.T.S. FOR SPAS WITHOUT POOLS. AROUND NICHE. 18" MIN. pC y ,� LAP, TYP. 1p �v ROCK OR BRICK NOTCH 00 G, 4'-0° MIN. IMPERVIOUS DECK CLR. �a w m C6 6 APPROVED SEALANT - VERT. STEEL WOOD POST FROM SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER., € XP. 6130/2017 PER FOOT i #3 0 6" O.C. ATTACHED PATIO COVER 3 1/2" DRAIN:) C (2) #3 BARS. NOTES 5'-0" DEEP & BELOW. �2 MAX. DEAD + LIVE LOAD = 2000 Ib. OR S P Z a rt I 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO HORIZONTAL STEEL w tf I I LEVEL TOP OF BOND BEAM cIVl1.\� x v> NOTE BRASS CONDUIT TO POOL REBAR OR NON-METAWC ROCK ON BOND BEAM. N `'' J SATURATION PROVIDE CONTROL JOINTS L 3" CLR. �M 5 MIN. #3 BARS 0 12° O.C. TYP. �, I I WITH GROUT &PLACE 15# CA>r O a LI CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE L I FELT OR 4 MIL VISQUEEN ON N I I RECOMMENDED WHERE APPROPRIATE. `: 1) TYPICAL. TYPICAL INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E C. GALV. SIMPSON POST BASE. I TOP OF BOND BEAM. PLAN AUD ONLY WITH WET PRIOR TO y - �' NOTE BOND PER ELECTRICAL & j L -, POURING DECK. I E € I Z SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY MATH EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. STAMP dt ENGINEER'S SIGNATURE R SEE ELECTRICAL AND 6° REMAINDER OF JOINT IN STYROFOAM OR PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24" MIN. EACH SIDE OF RAMP. -z MASTIC IN RED INK ON PLAN. 8 ELU RING OTE ON REGARDING FOOTING RECOMMENDED NOTETOUCH COPING, ABONDNBEAM OR ALL FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1/2" MIN. GONG. DECKING. °TILL AUTHORIZED SIGNATURES: q Q BONDING G GRID FOR EXPANSIVE SOILS. RONALD L LACHER, P.E. ADJACENT STRUCTURES.. CANTILEVER CONCRETE >' TODD L LACHER, P.E. KRISTOF NADASDI, P.E. IN EXPANSIVE SOIL DETAILS ARE NOT MET USSE T BLEE 1,MSCHEDULEIN DECK RC' N.T.S. g SKIMMER DETAIL N.T.S. 9 SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP Ll1 BOND BEAM DETAILS N.T.S. 12 RISEQMTS BIY COLLINS, P.E. i CHRIS BIEDENBACH, P.E. STANDARD PLAN APPROVALS: pool Ron Lacher, R.C.E. SHEET: V STANDARD POO PREPARED IN ACCORDANCE WITH p00 N. Tustin Ave. a THE 2013 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807 Inc. Fax: (714) 630-611 STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE)10() 1 4 Phone: (714) 630-6100 100N^ CBC13 ��/ LCL COPYRIGHT 2015, POOL ENGINEERING INC. l ailsiii it I i3 R t x t 'i el r i � it I i3 R t x t 'i el r a I � i it it I R t x t 'i el