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HomeMy WebLinkAboutB16-0471 047-780-041a • sa�inxas INawdO7anaa 91010 1 adW AMIQD a.isns <— naevor w.r - Automatic pool filling valves require i Backflow prevention device to be installed complying with 2013 CPC Section 603.3 requirements. See attached I CPC Table 603.2. I y 1 LW � SITE FLAN' ' Flood Zone; F.i.R.M : 0600 f �ti C.�nIS trig,✓-�?L� 'AA r) r BUILDING MASTER PLAN PERMIT#LI -0• 71 # WJI- ®O 1 i ASSESSOR'S PARCEL# 0417— /6C— OC{J PER, _ .- _ FX -1 (; �Iaf�`� Y 5EVEL IM,iIENT CZCnV!CES VVED POR LIAW O 06— BY W l P mot Must Be Retained At Sal les Office. 8. ELECTRICAL Builder J Utility C Owner Elec. run (Panel to equip.) G. F. I. Time Clock(s) Miscellaneous Ft. included additional at $ per Ft. Light switch loc. 9. DECKING CONSTRUCTION SPECIFICATIONS Builder =' Utility _ Owner ::i Type Exp. joints: Felt ; Brick ''_ Wood Sq. Ft. Color —_ Cantilever W/Cap laterals C ' 1. EXCAVATION AND RELATED SPECIFICATIONS BANK _� CASH Pool Size x y I Access width Remove from site, day of excavation only: Depth — to Perimeter Ft. Excavation (Type)Concrete Dirt Job Site Left ;Asphalt C Stumps pw Std. r Color i_ on -.1 [ ] Removed Shrubs Trees SquareFt. ex b{ Is_ Shallow end ramp ':_ Deep end ramp .' Retaining Walls (Type) Equipment slab x Site access C- Wall Fence to'be: Footings at $ per Ft. Elevation Removed by: Buyer L7 Contractor C __Ft. Pool Capacity, Gals. Replaced by: Buyer ;-i Contractor [ :. Filter rate _ G.P.M. Miscellaneous _Turn over Hrs. - CityHome phone_ Bus. phone____- 2. EQUIPMENT Phone�_�am-- Filter _Sq Ft Maintenance kit (To include the following) Grab rail panels" Backwash valve —_ _ Brush Leaf skimmer Test Kit y' Light(s)# with Ft.cord 1 Pump horse power 16 Ft. pole i::' Thermometer _i 30OW 1 Trans. 40OW :_ 50OW Separation tank Chlorinator Color pak Heater BTU Diving/Jump Board Ft : Time Clock(s) Model # ti Nat P- LPG L--' Elec. Oil _ Solar Diving Board Panels G. F I. Indoor .i Outdoor Ci Slide (type) Color _ :; Booster pump # H.P Pool cover Str. Cur. : Left -; Right C; Prevent -a -Freeze Automatic Pool Cleaner Rope Anchors # _ Aim flow(s) # - Vacuum 1 Ft. hose Ft. of rope w/ floats;­ _ Skimmer(s) #. „ Grab rails _ Main drain(s) #__ Miscellaneous 3. PLUMBING PVC C] COPPER Fill line Ft. of _ Backwash Ft. of Solar Ft. of Slide Ft. 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 ram Miscellaneous 5. CONCRETE Equipment slab _ x___ Swimout - Ft. Inside IC: Outside E: Custom steps —_ :, Recessed Steps— Miscellaneous 6. TILE AND/OR COPING CANTILEVER 7. GAS LINE Tile # Color Builder CI Utility --' Owner Size Line size Coping #_ Color Line (meter to heater)i Rock E-) Type Ft. ___ Ft. included _ _Ft. additional at $ per Miscellaneous Miscellaneous 8. ELECTRICAL Builder J Utility C Owner Elec. run (Panel to equip.) G. F. I. Time Clock(s) Miscellaneous Ft. included additional at $ per Ft. Light switch loc. 9. DECKING Builder =' Utility _ Owner ::i Type Exp. joints: Felt ; Brick ''_ Wood Sq. Ft. Color —_ Cantilever W/Cap laterals C ' Miscellaneous — Mastic Dividers 10. INTERIOR FINISH 11. STARTUP Std. r Color i_ Service Main drain vortex I'D Anti vortex :_ Initial treatment only Miscellaneous _ Name`J 'Y"P'Address _l_%'Y�'A(» CityHome phone_ Bus. phone____- Phone�_�am-- Office use only -- Ct vlPLAN APPROVAL APPROVAL Signiture indicates owners approval of pool and/or spa and equipment locations plus all accessories listed herein. OWNER:--- - SALESMAN: OWNER: _— DATE: DIVING TOO D JIGTO BE INSTALLED ACCORDINGTO MANUFACTURERS INSTRUCTIONS AND NOTE: BONDED NOTE: OWNER DO NOT WATER ACCESSATER DOWN POOL SITE AREA_ DAYS PRIOR TO EXCAVATION. NOTE: AN ELECTRICAL BONDING INSPECTION MUST BE APPROVED PRIOR TO POURING DECKS. NOTE: NO DIRT WILL BE REMOVED, RETURNED OR GRADED AFTER DAY OF EXCAVATION. EQUIPMENT PAD APPROVED OR THIS LOCATION ONLY — RELOCATION WILL RESULT IN NOTE: ADDITIONAL COST TO OWNER. NOTE: EXTRA CONDUIT AT TIME OF NSTAL AT ON.IF "J" BOX LOCATION IS MOVED — WNERO PAY ELECTRICIAN FOR xr CONCRETE USFT BE ICATIO SEPARATED FROM POOL STRUCTURE IN ACCORDANCE WITH NOTE: CONTRACTORS S OWNER "AWARD WINNING TO FENCE POOL AREA AND INSTALL SELF CLOSING AND SELF J t PO I,Q LATCHING GATES PER COUNTY OR CITY ORDINANCE. /��l l v 0 ,,t✓� AV OWNER �i01 L� TO REMOVE OR HAVE RELOCATED ANY OVERHEAD y.! ELECTRICAL WIRES PER COUNTY OR CITY ORDINANCE. OWNER TO WET DOWN CONCRETE SHELL AT LEAST —TIMES DAILY FOR_ DAYS. pp DO NOT TURN ON POOL LIGHT EL IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLIINGPOOL AS IT WILL � b MARK INTERIOR FINISH. Contractor's License No. I BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4" PER NOTE: TABLE NO. 1 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 / 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 SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 1 4" PER FOOT AWAY FROM POOL. OVER OR UNDER VERTICAL BARS. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD'G SURCHARGE PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN / TYPICAL INCLUDING ALL SPECIAL DETAILS. p SLOPES AND STRUCTURES. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. 2 STORY WOOD A B 2. REPRESENTATIWES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: FFRAME BUILDING APPROVED SEALANT RECOMMENDED (PER D RELYING ON INIFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR TABLE 1 TABLE 5 BASIC GRID #3 1500 FOOT MAX. DETAIL #8). REQUIRED W EXPANSIVE SOIL THE ADEQUACY' OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE / CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD WALKING SURFACE. r� BARS ®12" O.C. #/ COPING POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. BOND BEAM m OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL A WATER SURFACE. [DRAIN ENGINEERING DIETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID CONTINUOUS SHOTCRETE INSPECTION TABLE TABLE TABLE ^� SEE TABLE 1 &DETAIL 12 ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL DECKING. MINIMUM APPROX. 3" BELOW - Ta # # • WIDTH PER LOCAL B BOND BEAM. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT BUILDING CODE. n yy' Q /�%a t s vrtnnr nra rvn Nu�w ,, nn (4) #3 BARS. (4) j3 BARS. 3. THIS PLAN IS MOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. CA 1 CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS TITLE 24 S-0" MIN. z �' a E.F.P. 30 P.C.F. 45 P.C.F. 65 P.C.F. 45 P.C.F. SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. !; i, Xo o m ¢ a /" 3 VERTICAL VERTICAL VERTICAL C VERTICAL 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 m N a a = Z C C NON- STRUCTUIRAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL STANDARDS. " _ " D R C STEEL STEEL STEEL STEEL E "I o N COPING o w I o 0 o FENCING, CONCRETE DECKING AND POOL GEOMETRICS. 2. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT.• I _ - - 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND NO R.B.B. I I o z 3" a I 3'0" 1'-O" 3" 3 0 12" 3" 3 ®12" 3" �_- cn - u --� I' "' "" "1' ' ' ""' "" 'I I-Tn Q ¢ v, „Yuv Z u� o # - # .. - #3 ®12" 3" #3 ®12 1.1. SYSTEM IS CERTIFIED WITH. THERMAL EFFICIENCY THAT COMPLIES WITH THE I , m - CLR. � o - - .... _ _.... DOES NOT DEM(ONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL -- o N x ¢ 3.6" 1'-0" 3" APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, BENCH STEPS 3" EXPANSION. N. ¢ 3" WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO m I I o / - - 6. ALL CONSTRUC (N SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA 0 o i ¢ SEE OPTIONS 1' 1 / Z . 4'0" 1'-0" 3" - 3" ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. C I .....................I ABOVE J 1 r/ UNDISTUIRBED SOIL w _ - 4" _ BUILDING CODE CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 1.2. SYSTEM IS INSTALLED WITH: t t 4" I I I N F I �' 4'6" 1'-0" 3" i CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013 A AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. 1500 PSF MIN. � - 3 f " - - - 5" - - - 5" - - - ` BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 1 a I r J / BEARINVG VALUE. - 5'0" V-6" 3 #3 0 6" 4" 3 0 6" 5" STANDARDS CODE, AND LOCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO ~ # #3 0 6" 5" 3 0 6" 7. POOLS WITH DIVIING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S `n INFLUENCE LINE # _ _ UNDER- - I I - - POOL PERMIT OFF PEAK OPERATION. ... -- - FOR FOOTING 'C' SHOTCRIETE COVER �, 5'6" 2'-0" 3" - - 4" - 5" - 51" GEOMETRIC STANDARDS AND/OR LOCAL CODES. I , • J �� - - - - _ _ _ __ 8. SIGNS & SAFET Y EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. FENCING AND BARRIERS WATER I j I SURCHARGE TO BE CHANGED t G p Q -- . - i I I 6'0" 2'-6' 3" 4" 6" 9 ASSISTIVE DEVICE) SQ FOR THE DISABLED. DEPARTMENT APPROVAL AND PROVISIONS FOR 1. PRIG TO FILLING, THE AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. LIGHT PER UNIFORMLY.. { 5fi"PUBLIC POOLS DETAIL #10. ,0+ ADD #3 ®12" O.C. " """"" `""'"" SEE TABLE 1 1 6'6" 3'-0" 3" 4%" 7" - 6�/6" - 10. CONTRACTOR ORR OWNER SHALL VERIFY ALL FIELD CONDITIONS &DIMENSIONS AT JOB 0 OPENINGS GREATER THAN 4'. GATES TO BE ............. _..... ...._.......... . _� .... TES WITH N HIGH FENCING & GA SITE. POOL LENGTH, GRADE BREAK LOCATIONS &DEPTH DIMENSIONS AS NOTED ON THE SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES n 5 LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAYS 7'0" 3'-6" 3" 5" 7',6" 8" PLOT PLAN SHAILL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR OPEN AWAY FROM THE POOL MAXIMUM VERTICAL CLEARANCE " FOR EXP. SOILS. VARY, LOCATE STEEL T ... { ,- THROUGH FENCING SHALL P • - RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS POO FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM STEEL BASKET IS NOT REQUIRED ( ( - T6" 4'-0" 3" 5� - --- FROM GROUND TO L TYP. FLOOR 3" CLR FROM EARTH __ - - - - �" - - - 9" - - - 8� " REGULATIONS ANVD MANUFACTURERS RECOMMENDATIONS. LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. SURCHARGE CONDITION: D 8'O" 4'-6" 3" 6" 10" 8% 6" THICK MIN. SHOTCRETE (GUNITE) VERTICAL STEEL. ` - _ - _ - - _ _ _ _ _ _ �" _ - _ ELECTRICAL AND PLUMBING CITY OF FREMONT SPECIAL NOTES DRAIN PIPE SHALL NOT W/ #3 BARS ® 12" O.C. USE TABLE 1 SCHEDULE 'D' SEE TABLE 1 0, 24" MIN. ENCROACH INTO GUNITE SHELL (BUILDING SURCHARGE WHEN 8'6" 5'-0" 3" 6" 10" 8%" - 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2013 CEC. EACH DIRECTION ) EXTEND WALL THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF FREMONT. SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL "' 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN REINF. INTO FLOOR. ACCORDANCE WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE 1. SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W' IS LESS THAN POOL DEPTH. #3 BARS M 12" O.C. (30" MIN. FOR TABLE 5G PROVIDED AS SP'ECIFlED IN CEC 680.26(B)(2)(A) OR 2 B AND SHALL BE ATTACHED SITE. GRADING R DIN THE STATHALLE OF CALF ORNIAED, STAMPED AND SIGNED BY A LICENSED CIVIL PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, HYDROSTATIC VALVE AND ROCK ) -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 EXTERIOR WALL OF ADJACENT BUILDING & SWIMMING POOL COVERED HATH APPROVED A.S.M.E STANDARD A112.19.8 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 SHALL BE 3'-0" WIDE WALKWAY PLUS THE WIDTH OF 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. SWIMMING POOL BOND BEAM AND NO -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY MASONRY SCREEN Q GARDEN WALL. (RAKED OR NOT RAISED). V INDICATES DISTANCE DOWN FROM TOP Of LESS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. REFER TO STANDARD BALANCED AND SYMMETRICALLY PLUMBED THROUGH °T" WALL DOES NOT REQUIRE BUILDING FOOTING 4. ALL EQUIPMENT :SHALL BE LISTED AND INSTALLED PER MANUFACTURERS POOL STRUCTURAL PLAN, DETAIL #2. FITTINGS. DRAINS SHALL BE SEPARATED U THREE FEET IN * IF POOL WAILL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL WALL TO INCREASE SHOTCRETE COVER AND SURCHARGE RECOMMENDATIOMIS AND IN ACCORDANCE WITH LOCAL REGULATIONS. ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. SURCHARGE DETAIL) ADD ADDITIONAL REINF. BARS. 3. FOR COMMERCIAL POOLS, HEALTH DEPARTMENT SUBMITTAL PLANS SHALL ACCOMPANY THIS 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. BARS ARE (REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) 6. BACKWASH SHALIL BE DISPOSED OF IN AN APPROVED MANNER. STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH 1. FOR E.F.P. = 65 P.C.F., CONC. COVER = C + 2" 7• POOL/SPA WATEFR HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE DEPARTMENT FOR PUBLIC SWIMMING POOLS. TYPICAL LONGITUDINAL SECTION N.T.S. 2 STANIDARD WALL SECTION WITH THE CPC. CITY OF ROCKLIN SPECIAL NOTES N.T.S. 1 8. CONTRACTOR IS .ADVISED TO REFER TO SECTION 115928OL R THE CALIFORNIA HEALTH & THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF ROCKLIN. SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM. 1. IN THE ABSENCE OF A SITE SPECIFIC SOILS INVESTIGATION, SWIMMING POOL AND SPA TOP OF 9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE)IS REQUIRED ON CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL AND SPECIAL DETAIL REQUIRED TOE OF SLOPE OR OTHER NOTE: ALL SWIMMING P(DOL AND SPA FILLERS PER CPC 603.4.22 GUNITE SCHEDULES FOR HIGH EXPANSIVE SOIL WITH A MINIMUM SOIL EQUIVALENT FLUID WHEN LESS THAN 10' 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). SEE GENERAL NOTES 3 THE LIMITATIONS BELOW ED ADDITIONAL 1 SOIL SHALL HAVE" A MINIMUM BEARI 2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED ( #) SURCHARGES NOT COVERED BY THIS BOND BEAM PER BEHIND POOL WALL. PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 z 1/4" PER SURCHARGE DETAILS ARE REQUIRED. -- FOOT-__ SPECIAL DETAIL REQUIRED ¢z _ WHEN LESS THAN POOL DEPTH OR H/4 X m o ¢ (1) #4 ® TOP SPECIAL DETAIL REQUIRED (7.5' MAX. H/4) I Z o o WATERPROOFING RECOMMENDED. WHEN LESS THAN H/6 HORIZ. STEEEL om it z M x m 6" C.M.U. W/ (10' MIN., 20' MAX.) BARS ®1,2° O.C. i N N ¢ #3 VERT. BAR ®24" G.C. o SOLID GROUT. ALTERNATIVE BOND -->F- - o ' "' F L PER C.B.C. SECTION 1808.7.3 BEAM LOCATION in WATER I BOND BEAM Z LINE. I �, � ADDITIONAL SPECIAL DETAILS �T S� 1 VERTICAL STEEL W/ SURCHARGE CONDITIONS - REQUIRED FOR CONDITIONS ABOVE N.T.S. 3 SEE TAB E, F OR G 24" MIN. EMBED. ' TYP. HORIZ. STEEL 3" 'C' v REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C' �� �3" AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR F 0 BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) 00 MASONRY NOTES: (GUNITEo APPROPRIATE THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE APPROPRIATE WALL SCHEDULE. "y �urwry CONTR(OLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBCABC SEC. 2103, AND ' ASTM (C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. o z z F POOL FLOOR THICKNESS i 2. GROUT' SHALL CONFORM TO CBCABC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. N 1 ! a MAY VARY TO ACHIEVE a I_ 00 SEE C63C/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS. DESIRED WATER DEPTH. _ __ _ 3. MORTARR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBCABC SEC. 41 _f 2103 8& ASTM C 270. SEE CBC/IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY ` ;�;:'��SPECIFIICATIONS. NON -EXPANSIVE EXPANSIVE NO DE ^IGH EXP. E.F.P. 30 PP..C.F. 45 P.C.F. 65 P.C.F. D STEEL C VERTICAL STEEL CSTEEL VERTICAL JCVERTICAL 3'6" 0 12" 3" #3 0 12" 3" #3 0 12"4'0" - 3" 4" 4'6" 3" 3%' 5�/z" W - 5'0" 3" #3 ............ 0 6" _..... _.... 31,76" #3 0 6" ...... 5%" #3 0 6" .................... __.. 5'6" 3" 4" 636- 6'0" 3%" 5" 7%' 6'6" 4" 6" W 7.6' 5�" 6" 8%" 8'0" 6376" 7" 8{6" 8'6" 7'/Z"- 910" 8" ...... . __- 9" _ - - _ __. 10%" _._ __ ....._. 9'6" 9" 10" 11 1030" 9" ..... _... 11" 121„ 11.0 9" 11" 13" NG VALUE OF 1500 PSF. CONCRETE SHALL BE TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557. PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL TFHIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR CITY OF SAN JOSE SPECIAL NOTES DIFFERENTIAL MONVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSIITIONS. 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 14 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM THE FOLLOWING METHODS: CLEARANCE BETWVEEN PARALLEL BARS IS 2 1/2". A. A SITE PLAN STAMPED AND SIGNED BY THE ENGINEER REFERRING TO THE 3. (1) 14 BAR IS EQ ) EQUIVALENT TO AND MAY BE USED IN PLACE OF 2 3 BARS, WITH APPROPRIATE DETAILS AND SCHEDULES. THE EXCEPTION TI -HAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION. SPACING IS #4 MARS AT 18" O.C.. C. STANDARD POOL PLAN WITH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO 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 INSTALLER2, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY STRUCTURAL PLAN STEEL AND GUNITE SCHEDULES WITH A MINIMUM SOIL EQUIVALENT GIVEN POINT IN TIHE POOL STRUCTURE. FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOIL (UNITED SOIL CLASSIFICATIONS GW, 5. BONDING/GROUNDIIING (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 (GUNIITE) 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 (GUNIITE) 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 CC)NFORM 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/GUNITIE 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. MALL INTERIOR SURIFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT �-Olt SURFACE. P& 11. FLOOR TO WALL 1TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER PERMIT DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED�i+J i Th_ C;L'Uh�+ Y C dL130 °i 1�NT SPRY%lGES_ 5 -FEET. iz- OWNER 1. KEEP SHOTCRETE I(GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION." d 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. # °,g�?! 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). EKY, __ SEE STRUCTURAL NOTE #1 SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. Q RAISEa BOND BEAM N.T.s. 5 NOTES B'Y THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. JR1 NOTE: BOND BEAM PER TABLE 9" &LARGERBRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESSPA AIR -LINE 6"-8„ HN0. 1 &DETAIL #12. 2" 2 9 1/2" � 3RD AND/OR 4THOR ORGINALS THEREOF THAT MAY BE INCORPO MAY BE LOOPED EXPANSION JOINT & SEALANT to 12" i- BAR LOCATION INTO SPA BOND o�� � �•�„o-•v,,•,,,r-,nrur�.�s..,•,,,r,-.� BEAM. MAINTAIN X o 1V i 2 3 I r LEVEL TOP OFF GUNITE 4'-0" MIN. THIS DESIGN ARE THE PROPERTY SOLEY OF POOL _ REQ'D. FOR EXPANSIVE SOILS. MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID - () # W GROUT &; PLACE PER DETAIL #8 -i PROVIDE 2 1/2" COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, 1° CLR. TO REINF. I 6" ` ' BARS, _ (4) #3 BARS / DECKING IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR CD " 1" MIN. CLR. #15 FELT OR 4 MIL F- ELECTRICAL 'J' BOX. W I THICK x 3 BARS CLR. BETWEEN # VISQUEEN ON TOP. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY I3" SPA LIGHT 12" O.C. AROUND ALL .: COPING 8" MIN. ABOVE DECK, WATER - PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE PIPES. #3 BARS 12" FINISH BOND BEAM W 4 3 BARS DECKING. -� ....�, F- LINE OR FLOOD LINE WHICH / () # EA. WAY. O.C. EA. WAY. °� 1 �� � AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION nrx„� EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL #12. "167 TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, ' EQ. EQ. C' SKIMMER THE USER ACKNOWLEDGES THAT HE HAS READ & WATER WATER BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. LINE. 24" COVER. �N" f L yM.r. _� �, "��„ PLUMBING MAY BE LOCATED REINFORCING PER DETAIL #10. 6. LAP LINE. (2) #3 BARS VV I 4 IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL. "\-COMPACTED 2 1 2" MAINTAIN 1" CLR. TO REINF. 3" BARS MAYBE OVER OR CALCS BY: A.J.C. NOT REQUIRED IF 6" MIN. " MIN. VV\ �tl '_Ic/ CLEAR PROVIDED. BEND ��� 1 z M cS UNDER VERTICAL BARS. ( ci FILL CLR. X < o w CLR. 24" MIN. LAP 5" MIN. BOND ��� . I Elf I' ¢ DRAWN BY: T.L.L. CIRCULATION DRAINS: I': INTO SPA FLOOR #3 BARS'€ a AROUND ALL BEAM 3' a \9�� ' z o N �, PRECAST COPING OR BRICK • T II.. `� -' I UNDER J; o7y a o w ®-� PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, OR POOL WALL C� 12 O.C. N 2 3 'Z' BARS f �`' ��� X \ `F I 3 N v ,� CHECKED BY: R.L.L. )Til il' () #( SKIMMER. \` a Y \N• o m COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. #8 COPPER �� � \ O 6+ M GROUND WIRE \9 1 Q �' X (2) #3 BARS ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY r \ 0 !/,o x M BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM - LAP INTO SPA REINF. SiECTION AT SKIMMER _�` L I \ N ' 2E -VENEER. FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12" DAM--- LAP INSIDE BARS INTO SPA REINF. C.E.C. APPROVED ----2 `� O� \ \ _ - cO o BEND ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: CONDUIT. FIXTURE FAQ _ _ ao VERT. STEEL PR FESS py - LAP OUTSIDE BARS INTO POOL REINF. LENS 45' OR 24" 6" RECESSED L SPA DETAILS MAY BE USED POOL MIN. (2) #3 BARS MIN. LIGHT. (,;g; 9 o' I I E -TILE Q F, SPA DETAILS - N.T.S. LAP EACH WAY bio ? BOND BEAM PERS\ I FOR SPAS WITHOUT POOLS. AROUND NICHE. 3.18" MIN. ��Q TABLE N0. 1. 'k -PLASTER 4'-0" MIN. IMPERVIOUS DECK a . '. CL's LAP' �' 1" `` ROCK OR BRICK NOTCH C 6 30/2017 APPROVED SEALANT - SLOPE 1/8'-1/4" INSTALL PER MANUFACTURER Tji' VERT. STEEL WOOD POST FROM I C1':a P PER FOOT DRAIN o #3 ®6" O.C. 1A CIVIC 3 1/2' E J' (2) #3 BARS. <o ATTACHED PATIO COVER �c NOTES: 5'-0" DEEP & BELOW.MAX. DEAD +LIVE LOAD = 2000 Ib. `- OF (p•L\F LJ NOTE: 1. INSTALL NO. 8 COPPER GROUND WIRE FROM UGHT NICHE TO < OR w T BRASS CONDUIT TO POOL. REBAR, OR NON-METAWC HORIZONTAL STEEL c' ROCK ON BOND BEAM. I I LEVEL TOP OF BOND BEAM N zSATURATION ' ' PROVIDE CONTROL JOINTS 3"' CLR. 5" MIN. #3 BARS ®12" O.C. TYP. MI I WITH�GROUT &PLACE 15# _ I CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE 3 0 N I RECOMMENDED WHERE APPROPRIATE. i I IT �€ TYI'PICAL. TYPICAL. L I ��� INTERIOR W GALV. SIMPSON POST BASE. I [. FELT'R 4 MIL VIS�pQ��J1E,FLV 4N PRIOR TO ` ) /APPROVED POTTING COMPOUND PER THE C.E.C. TOP F BOND BENT 1 1 L_ -J POURING DECK. J II 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH NOTE BOND PER ELECTRICAL & -� PLAN V ONLY Tli WET 6" REMAINDER OF JOINT IN STYROFOAM OR PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. CQUNTV STAMP & ENGINEERS SIGNATURE SEE ELECTRICAL AND 24" MIN. EACH SIDE OF RAMP. - IN RED INK ON PLAN. � PLUMBING NOTE 2 REGARDING OTHER EXP. MATERIAL CONCRETE SHALL FOR LIGHTING FIXTURES U.L. STANDARD 676. �-i MAS C , # FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR 3 1/2" MIN. CONC. DECKING. u A MAR 10 201, EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. 7i4l"IT TILE; AUTHORIZED SIGNATURES: CANTILEVER CONCRETE RONALD L. LACHER, P.E. IN EXPANSIVE DEVELOP;NIE�• a TODD L. LACHER, P.E. EXPANSIVE SOIL DETAILS ARE NOT MET USIE TABLE 1,LS WHERE MSCHEDULE IN DECK RC' N.T.S.EQMITS V-7%] SECTION AT LIGHT N.T.S. L111SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS ��r�"12 JEF ERY COLLINS, P.E. 8 SKIMMER DETAIL N.T.S.Nr CHRIS BIEDENBACH, P.E. 5 . n STANDARD PLAN APPROVALS: 'SHEET: p001 Ron Lacher, R.C.E. r: � ,�, C•,. • Ir=±� STANDARD POOL PREPARED IN ACCORDANCE WITH ' 1201 N. Tustin Ave. THE 2013 CALIFORNIA BUILDINIG CODE engineering Anaheim, California 92807 e ' STRUCTURAL PLAN (2012 INTERNATIONAL BUILDINIG CODE) Inc. Fax: (714) 630-6114 Phone: (714) 630-6100' r 100NC CBC13 COPYRIGHT 2015, POOL ENGINEERING INC. A Comply with 2013 California Energy commission requirements for CEG 680.26 swimming pools 2013residential BONDING Separate Mechanical Permit Compliance Manual section 5.2.9 SHALL BE INSTALLED AS DESCRIBED BY THIS CODE-- FIXED METAL PARTS WITHIN 5 FEET OF THE INSIDE WALL required for the installation of OF POOL SHALL BE BONDED TO COMMON POOL BONDING a swimming pool heater COMPLY WITH 2013 CEC 680.26 E CALIFORNIA ELECTRICAL EQUIPOTENTIAL BOND BONDED PARTS TRICAL 6130.26(3)(1) THROUGH (7) SHALL BE BONDED CODE ARTICLE 680 TOGETHFIRBONDINO :EC 680.26C EctuIPOTENTIAL BONDING GRID MALL BE INSTALLED AS DESCRIBED BY THIS CODE— . HE EQUIPOTENTIAL BONDING GRID SHALL EXTEND INDER PAVED WALKING SURFACES 3FT HORIZONTALLY EYOND THE INSIDE WALLS OF THE POOL. X, An outdoor swimming Pool shall be provided with drowning prevention safety features that comply with California Health and Safety Code Section 115920- 115928. These features shall be installed, inspected and approved prior to plastering or filling with water. 1 Lf 12L] IN CEC 680.260 EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED AS DESCRIBED BY THIS CODE— THE EQUIPOTENTIAL BONDING GRID SHALL EXTEND UNDER PAVED WALKING SURFACES 3FT HORIZONTALLY BEYOND THE INSIDE WALLS OF THE POOL. V IV N -I' '. -- - pool engineering March 3, 2016 Mr. Philo Hunt County of Butte 25 County Center Dr. Oroville, CA 95965-3500 Re: Authorization to use Pool Engineering, Inc. Standard Pool Structural Plan Dear Mr. Hunt: By this notice Pool Engineering, Inc. and tnon-excned engineer -of -record lusive ve and non transferable shall hereby grant Agua Fina Pools a limited allowance to utilize Pool Engineering, Inc. Standard Pool structural Plan for the permitting and construction of the swimming pool project at the Brandt Residence at 4124 Tiberon Way., 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, Pool ngin, Todd Lache P. ering, Inc. This letter is vali only with engineer's signature in red ink BUTTE COUNTY BUILDING DIVISION APPROVED Engineer's Seal ESSI No. 67656 Exp. 6130117 \or CAL.\F� W,ov BU'l TE COUNTY MAR 10 2016 DEVELOPMENT SERVICES Phone: 714 630-6100 1201 N. Tustin Avenue, Anaheim, CA 92807 Fax: (714) 630-6114 ( ) WATER SUPPLY AND DISTRIBUTION TABLE 603.2 BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS DEGREE OF HAZARD '- POLLUTION CONTAMINATION ;I BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS (continued) DEVICE, ASSEMBLY, APPLICABLE (LOW HAZARD) (HIGH HAZARD) -.. -- INSTALLATION2,a _ OR METHOD' STANDARDS BACK- BACK- SIPHONAGE PRESSURE I BACK- BACK- SIPHONAGE PRESSURE I _ , ASME X — Sec Table 603 3.1 in this chapter. X _ Air gap A112.1.2 Breaker Backflow I Upright position May have valves Prevention Assembly '! ! downstream. Minimum of 12 inches Airgap fitting an inter- Airgnsforuse 5 '\I 1, valve, internally CSA B64.1.2 - ,ili lnllation �includes 'withplumbwSieure�, X—X Al2'1.3 charge water. and appurtenances, lshall apphan nri and oppurtc- not be installed below the flood level rim. :lances - I. I'� Horizontal unless otherwise listed. (Upright position. No valve down- Atmosphuie vacuum ! ASSE 1013; two independently ( ptny AW WA C51 I; X X X am. Minimum of 6 inches or listed sire _ bre tku (consists of a bac ASSE 1001 or — X X — distance above all downstream piping checkin nleP tic) and CSA B64. IA relief valve 1 and level rim of receptor 4.3 atmos 9 enc ortflood -- ePressure Reduced dDetectore Installation on gravity water closet I fill Antisiphon fill valve @ dl- ASSE 1002 or X ! — flush tank and urinal tanks with the !valve installed with the critical level not! cooks) for gravity water X _ flush tanks and uri- CSA B 1253 tion Assembly (two less than I inch above the opening of ,closet I '.nal nmks I -- A, the overflow pipe."5 _._—. -- ----- - - — +--- -- - - --- l - - 'Installation Includes wall hydrants and relief valve, with a I X X ', I tformlladder for test and need p a parallel detector hose bibbs. Such devices are not for use wall Vacuum breaker' hose bibbs, frost ASSE 1019 or X — X — under continuous pressure conditions ! .hydrants, resistant, automatic dr un CSA Bf 4.2.1.1 I (means of shutoff downstream of 4'5 !device ventio a assembly, and is prohibited) mg type ---- _ For Sl units: I inch=254mm - Backflow pevuter for I Installation includes carbonated bever- Thcsc Cal bonated Bevel Ibe DIs I I = Installation in pit or vault requires previous approval by the Authority Ha v ng Jurisdiction. age machines or dispensers. 'pcmers (two Independent ASSE 1022 X — — I — (devices operate tinder intermittent or 'ch k valves curl n a vcn to i pressure conditions. ',checkvalvesatmosphere)(continuous ' �I,Spol -Resistant Pressure !Upright position. Minimum of 12 inches ,Vacuum Breaker (single 1056 X — _ Xpiping or listed distance above all downstream !, !check valve with air Inlet ASSE and flood -level rim of receptor.5 .vel t and means of field i I .testing) h Horizontal unless otherwise listed. Access and clearance shall be in actor - Double Check Valve Back- ASSE 1015; I dance with the manufacturer's instruc- ! flow Prevention Assembly AW WA C510- ` X X _ !,I — .bons, and not less than a 12 inch clear- (two independent check ' CSA 864.5 a � ', ance at bottom for maintenance May ,valves and means of field CSA 864.5.1 recd platform/ladder forte and repair. t SIInL I Does not discharge water - --- -- �-- ---- — +- —— -- I Horizontal unless otherwise listed. Doubt Chale Detector Access and clearance shall be in accor- lFire Protection Backflow ( i with the manufacturer's instmo- dance Prevention Assembly (two ! tions, and not less than a 12 inch clear- �independent check valves ! _ ance at bottom for maintenance. May with a parallel detector ASSE 1045 X X — _ I need platform/ladder for test and repair. ,assembly consisting of a i Does not discharge water, Installation �Iwater meet and a double includes a fire protection system and is 'check valve backilow pre -designed to operate under continuous vention assembly and ',�! pressure conditions. means of field testing) 2013 CALIFORNIA PLUMBING CODE 130 Ira, -Qy -� / WATER SUPPLY AND DISTRIBUTION TABLE 603.2 ;I BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS (continued) �• DEGREE OF HAZARD --- - POLLUTION CONTAMINATION DEVICE, ASSEMBLY, APPLICABLE (LOW HAZARD) (HIGH HAZARD) INSTALLATION"' i OR METHOD' STANDARDS -BACK-BACK- I BACK- BACK- ISIPHONAGE PRESSURE I SIPHONAGE PRESSURE ! .. Pressure Vacuum Breaker Backflow I Upright position May have valves Prevention Assembly '! ! downstream. Minimum of 12 inches !(loaded air inlet ASSE 1020 or X — X — above all downstream piping and 1, valve, internally CSA B64.1.2 - flood -level rim of receptor. May dis- j loaded check valve , charge water. and means of field Reduced Pressure I'� Horizontal unless otherwise listed. Principle Backflow Prevention Assembly Access and clearance shall be In accor- ASSE 1013; two independently ( ptny AW WA C51 I; X X X m dance with the manufacturers stmc- I X ions, and not less than a 12 inch clear - !lance acting loaded check CSA B&1.4 or at bottom for maintenance. May valves, a dlfl�rennal CSA B64.4.1 need platform/ladder for test and relief valve 1 ! repair. May discharge water. and meanssure ns of field ' and m '. testing) ePressure Reduced dDetectore Protec- ISI tion Backflow Prcven-Horizontal unless otherwise listed. tion Assembly (two I Access and clearance shall be in aceor- independently acting nce with the manufacturer's instruc da - Ili loaded check valves, a tions, and not lass than a 12 inch clear - differential pressure ASSE 1 047 l X ance at bottom for maintenance. May X � relief valve, with a I X X ', I tformlladder for test and need p a parallel detector !repair. May discharge water. Installa- , !tion !assembly consisting of', l includes a fire protection system a water meter and aand is designed to operate under con- on-reduced pressure prin-, I reduced-pressure Iiinuous pressure conditions. eiple backflow pre- i ventio a assembly, and means of field testing) For Sl units: I inch=254mm Nates: I See descr pt on of devices and assembl'cs in this chapter. - = Installation in pit or vault requires previous approval by the Authority Ha v ng Jurisdiction. a Refer to general and specific mquirenient for mswllation 4 Not to be subjected to operating pressure for more than 12 litn rs in a 24 flour period. 5 For deck -mounted and equipment -mounted vacuum breaker, see Section 603.5.14.