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W Q = i' �" ►A �Z � n slmctura tails WQ precedence over eonkts with site plan. �. m U see sy m 0 O a= J 0 w z J Z 0 Z 0 � � (n W�o 3 U W � S Z�WO Wa> � � z c9�aZ z a � z¢z� Q m � Z Q W � � a i ;l CALCULATIONS METHODOLOGY- y = EQUIVALENT FLUID PRESSURE CASE I OTM = 1/6 y H3 WHERE y = 60 pcf NET MOM = OTM - RESISTING MOMENT CASE 11 OTM = 1/6 y H3 WHERE y = 62.4 pcf NET MOM = OTM + RESISTING MOMENT fs = M(12 in/ft) = Mt (12) As 1 d As (0.887) d fc = M(2) 12 in/ft jkbd2 Mt (2)(12) < 1125 psi (0.887)(0.339)(12) d2 _ (1/2) y2H (12 in/ft) j d y < 55 psi (2)(12)(0.887) d f'c = 2,000 psi Fs = 20,000 psi fc=0.45 f'c= 1125 psi Vc = 1.1 Ff Tc = 55 psi RESISTING MOMENT - RESISTING MOMENT ABOUT POINT A RM = Wldl + W2d2 + ... W"d" W, b qA w, 22 Wwd3 3 d W= wt.w`bW4 Iof segment„ bd wb web de CASE I CASE II LOADING DIAGRAM: 22 P.L.F. THIS DETAIL IS DESIGNED FOR EACH SEISMIC OF THE LOAD CASES DEFINED BELOW. y = 60 P.C.F. y = 62.4 P.C.F. CASE I CASE II FREESTANDING SPA WALL W/ 6'-0" BLOCK WALL ON BOND BEAM EQUIVALENT FLUID PRESSURE = 60 P.C.F. RESULTS FOR NO RAISED BOND BEAM DEPTH D SOIL OTM ft-# LOAD OTM ft-# WATER OTM ft-# SOIL RM ft-# WATER RM ft-# NEf Mom CASE I SOIL CASE II WATER VERTICAL STEEL Is P.S.I. fc p.s.i. ec P.S.I. 0'-6' 1 0 1 38 -38 -36 9" 3" #3 0 12" 1421 38 0.2 1'-6" 34 0 35 69 -16 19 3" 3" 764 20 1.9 2'-6" 156 0 163 90 -45 118 3. 3%" #3 0 6" 2026 73 5.2 3'-6" 429 0 446 112 -67 379 3" 31," 6519 253 10.2 4'-0" 640 0 666 132 -70 508 3" 3%" #3 0 4" 6983 352 13.3 5'-0" 1250 1 0 1 1300 1 241 1 -30 1 1270 1 3%" 4" 12901 547 17.9 6-0" C.M.U. WALL MAY SIT AT FRONT OR REAR OF SPA BOND BEAM GRADE MAY BE AT BOND BEAM LEVEL — OPTIONAL FILL? DOTTED LINE INDICATES — STRUCTURAL WALL SECTION PER TABLE 520 PLUMBING MAY BE LOCATED IN NON-STRUCTURAL SECTIONS OF WALL. DRAIN o i wmY-- � J z (EXPANSIVE SOIL) WIDTH OF SPA WALL MAY BE INCREASED FOR PLUMBING OR DESIRED AESTETIC. 6" C.M.U. WALL GROUT CELLS W/ REINFORCING. #4 BARS 0 24" O.C., EA. WAY. EMBED VERTS. 24" INTO SPA BELOW BOND BEAM W/ (4) 14 BARS. 24" MIN. LAP VERTICAL STEEL dt SEE TABLE 520. #3 BARS 0 12" O.C. HORIZONTAL I f Q I �I� VERT. WALL STEEL INTO FLOOR. UNDISTURBED SOIL 1500 PSF MIN. BEARING VALUE 7 TABLE 520 'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH (SEE STANDARD STRUCTURAL PLAN, DETAIL #2). POOL DEPTH NO RAISED BOND BEAM REQ'D D di d2 VERTICAL STEEL TRANS. 0 to 1'D' 3" 3" #3 ® 12" 2'-0' V-6" 3" 3" #3 0 6" 2'-0" 2'-0" 3" 3y' 2' 0" 3,-O" 3" 3%" #3 0 4" 2'-0" 4,-0' 3" 3'%" " 2'-0' 4'-6" 3" 3Y2" #3 0 3" 2'-0" 5'-0" 1 3%' 1 4" 2'-0" BUILDING DIVISION y� E7 613012019 DATE: 2/7/17 1 CALCS BY: T.L.L. CHECKED BY: A.J.C. FREESTAINDING SPA WALL WITH 6'-0" BLOCK WALL ON BOND BEAM EQUIVALENT FLUID PRESSURE = 60 P.C.F. DETAIL #520-SPA SLOPE EARTH SURFACE 1/4" PER NOTE: TABLE NO, -T �+ GENERAL NOTES GAZING IN HAZARDOUS LOCATIONS BENCH AND STEP OPTIONS: BOND BEAM HORIZONTAL BARS MAY BE - 1. THIS STANDARD. POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT WHEN REQUIR€D BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION 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. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD'G SURCHARGE PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY UNE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. WOOD FRAME BUILDING 1 ¢ PER FOOT AWAY FROM POOL. TYPICAL INCLUDING ALL SPECIAL DETAILS. SLOPES AND STRUCTURES. IN SAN BERNARDINO COUNTY POOL APPROVED FOR PRIVATE 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3 CLEAR FROM EARTH). (2-STORY W/ SLAB ON / " A B C , O USE ONLY, A SOILS REPORT MAY BE REWIRED IN EXPANSIVE SOIL AREAS AND THE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE STEPS (GUNITE WITHIN GRADE or 1-STORY W - POOL LOCATION SHALL COMPLY PATH THE SAN BERNARDINO COUNTY ZONING CODE. A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR THE STRUCTURAL POOL SHELL, REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. / APPROVED SEALANT RECOMMENDED (PER �_ 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE &ARE WALKING SURFACE. CRAWL SPACE) DETAIL #8). REQUIRED W/ EXPANSIVE SOIL RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. BASIC GRID #3 1500 #FOOT MAX. COPING THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE TABLE 1 TABLE 5 BARS 0 12" O.C. io ;o ;o CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD CONTINUOUS SHOTCRETE INSPECTION BOND BEAM _ POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE --, DRAIN SEE TABLE #1 & DETAIL #12. OWNER TO NOnFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL WATER SURFACE. INSPECTOR IN CONFORMANCE NTH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT A TABLE TABLE TABLE ENGINEERING DETAILS PRIOR T CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID DECKING. MINIMUM APPROX. 3" BELOW � � � ( #S BARS. (4) #3 BARS (4) #3 BARS (4) #3 BARS. ONLY FOR STALED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. INDICATING CONPDANCE WTH THE PLANS AND SPECIFICATIONS. THE FOLLOWING AGENCIES jE /TF ��\ +�'•� -v +^ "` �'+^N' +'"�" i(• AMONG OTHERS REWIRE CONTINUOUS INSPECTION: WIDTH PER LOCAL B (t J l i 1 l b J BOND BEAM. W ' o y RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. A. THE CITIES OF: BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON, BUILDING CODE. �, `YL `YY 3'-0" MIN. z "' Q E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. 3. THIS PLAN IS NOT VAUD WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE JJJrrr x m 0 ` + ¢ m CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS HERMOSA BEACH, IRNNE, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS, 3 VERTICAL VERTICAL VERTICAL VERTICAL LAKE ELSINORE, LONG BEACH, LOS ALAMITOS, MISSION MEJO, NORCO, SEAL BEACH, mo D R C C C C SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. ( .) ° z STEEL STEEL STEEL STEEL THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO STANTON, TUSTIN, VILLA PARK, WESTMINSTER, MORENO VALLEY, BELLFLONER, YORBA xIa D I _ '�' ¢ o o " NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, THG ONRO NTARIO (FOR SPECIAL CASES & COPING o w i 3° a I F 3'0" 1'- 3° 3" 12" 3" #3 0 12° 3" 1 MANHATT N ) in S - _ .._ _-- __ FENCING, CONCRETE DECKING AND POOL GEOMETRICS. BEACH. NO_ R.B.B. 1-j.....{. �.....{ �...-....�-I o- z OUR. x a 3'6" i' " 3" 3" 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND n,� 24 A ,n ¢ ass ¢ ^,.,.+,wr�:s^A u./' M VIA 0 ¢ - --- ----- N DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL BENCH STEPS - - - - 4'0" 1'- E 07 p L ABLE 4" 4" EXPANSION 1. PUMPS SHALL BE SIZED PER SECTION 150 OF THE LATEST ADOPTED EDITION OF THE / 1 i tow 6. ALL CONSTRUCTION SHALL COMPLY NTH THE 2016 EDITIONS OF THE CAUFORNIA (V) ABED TIONS �J 1 r-� `UNDISTURBED SOIL m �' 4'6" 1'- B 5" 5" BUILDING CODE (CBC), CAUFORNIA ELECTRICAL CODE (CEO), CAUFORNIA MECHANICAL 2. AULENGTH OFERSTRAIGHT EPIPE GREATERTHANOR EQUAL TO 4 PIPE DIAMETERS SHALL BE '"� _ = f 1500 PSF MIN. - r. w �.{'�7 " --" E (MC), CAUFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2016 INSTALLED BEFORE THE PUMP. L i BEARING VALUE -- ........_.- _ .......... ....... 5.0• 1• 4• 5" #3 0 6" __QNFEE I G. INEUILDING ENERGY EFFICIENCY STANDARDS, 2016 CALIFORNIA GREEN BUILDING 3. ALL ELBOWS SHALL BE SWEEP ELBOW'S H I.. ! --. - s r INFLUENCE LINE , , ! a, 5'6" GATE RIN 4 N 5" 5+h" _ __ _ 7. POOLSSTANDARDS WIIH DMNG BOARD9LOCAL SHALRLDIMEETES. DIVING BOARD MANUFACTURER'S POOL 4.4MANDATORY SYSTEM REQUIREMENTS QCEIRTIFIEDT W1TIiR THERMAL POOL & EFFICIENCY THAT COMPLA HEATING SYSTEMS &IESEQUIPMENT: WITH THE I _.,L..)1T �l', Ii { ....-------- FOR FOOTING C SHOTCRETE COVER .. Jc' .cS' - - -- - UNDER- ---- - -!-- i't TO BE CHANGED I `B+ cy .tR� 6'0" 2'-6" 3" 4" 6" 5� GEOMETRIC STANDARDS AND/OR LOCAL CODES. APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON -OFF SWITCH, SURCHARGE eF' -- - -,_,_, ..,_ .,.,.., __ INSTALLED IN ACCORDANCE WITH LOCAL CODES. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO B. SIGNS &SAFETY EQUIPMENT SHALL BE NS WATER ,1 UNIFORMLY. I WET" 3'-0° 3" 4)¢" 7" 6� 9. PUB POOLS REWIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT, LIGHT PER 3 ' m, .-- SEE TABLE 1 1 .. _ _ _. ____ _- _. .._-._ ASSISTIVE DEMCES FOR THE DISABLED. 4.2. SYSTEM IS INSTALLED WITH: DETAIL #10. -�-- -I- �- -- 4 f - " ADO #3 0 12" D.C. i - a T0' 3'-6' 3" 5" 8" 7�" 10. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB A) AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. ! 5 �0 LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAYS. - _ _ _ _ - _ _ - _ - _ _ _ - _ SITE, POOL LENGTH, GRADE BREAK LOCATIONS &DEPTH DIMENSIONS AS NOTED ON THE B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. VARY, LOCATE STEEL 1 T6' 4'-0' 3" 5%" 81h" 8+/e" PLOT PLAN SHALL COMPLY NTH APSP SUGGESTED MINIMUM STANDARDS FOR 4.& POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO • FOR EXP. SOILS. 3" CUR FROM EARTH a`� ----- ---- ---- RESIDENTIAL POOLS OR APPUCABLE STATE AND LOCAL HEALTH DEPARTMENTS PERMIT OFF PEAK OPERATION. T?T TYP. FLOOR SURCFIAR(E CONDITIp1: - - - - - 8'0" 4'-6' 3" 8" 9" 8'fi" REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. STEEL BASKET IS NOT REQUIRED '.I 1 74T 6" THICK MIN. SHOTCRETE (GUNITE VERTICAL STEEL. 24" IN. °?-: ---- --'-- ---- --- FENCING AND BARRIERS USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 8'6' 5'-0' 3" 6" 9" 8+,�" ELECTRICAL AND PLUMBING DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. (BUILDING SURCHARGE) WHEN ;,� � EXTEND WALL 1. PRIOR TO ING & THE POOL NO OR SPA SHALL GREATER. COMPLETELY ENCLOSED BY 5' MIN. ENCROACH INTO GUNITE SHELL EACH DIRECTION 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE MTH TINE 2016 GEC. SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN HIGH F-LATC &GATES LAT NO OPENINGS 4' OR CCESSGALES TO BE SELF -CLOSING 3 BARS 0 12" O.C. ( NO DECK OR HIGH O & SELF -LATCHING WITH LATCH O MIN. OF 5' HIGH. ACCESS GALES THROUGH FENCING CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. # (37 MIN. FOR TABLE 5G) INDICATES TYPICAL RADIUS ACTUAL RADIUS ACCORDANCE Ifni CEO 680.26 B. BONDING TO PERIMETER SURFACES SHALL BE SHALL OPEN AWAY FROM THE POOL MAXIMUM VERTICAL CLEARANCE FROM GROUND TO MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM LOCAL CODES, PROVIDE ION SUCTION OUTLETS PER PUMP, COVERED WITH HYDROSTATIC VALVE AND ROCK 6 HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5-0" FROM THE TOP OF THE POOL � TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF THE LOCAL CODES SHALL PREVAIL ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE PACK AT LOW POINT. BUILDING FOOTING FOUR (41 POINTS UNIFORMLY PAGED AROUND THE PERIMETER B THE POOL 2. WHEN REWIRED CL THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY W11H THE CBC W RAISED OR NOT RAISED). IS DISTANCE DOWN EL ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN ALL (FROM TOP OF POOL WALL. 3. OBTAIN ECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. SECTION 3109, INCLUDING LOCALLY ADOPTED AMENDMENTS. BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T' WALL DOES NOT REQUIRE #c IF POOL WALL HEIGHT DOES NOT EXCEED 5-0" THEN NO ADDITIONAL SURCHARGE (IN COUNTY OF 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS A IN THE COUNTY OF LOS ANGELES, BARRIERS REWIRED BY CHAPTER 11.60 OF THE FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN SURCHARGE DETAIL) BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) LA. USE DETAIL 271-60) RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM. BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING IN THE COUNTY OF ORANGE REFER TO 'UNINCOPORATED COUNTY OF 7. PCOL/ P. BACKWAPA WATER HEATER AND GASSHALL BE DISPOSED OFI PIPING INS ALLATION AN APPROD MANNER. BE IN CONFORMANCE POOL SITE PLAN. TYPICAL LONGITUDINAL SECTION N.T.S. 2 STANDARD WALL SECTION ORANGE SPECIAL NOTES" REGARDING DESIGN E.F.P. FOR POOLS. N.T.S. 1 WIFE THE CPC. COUNTY OF LOS ANGELES SPECIAL NOTES B. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE NTH 1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & ANSI/APSP-7 AND 2016 CBC SECTION 3109.4.4.8. TOP OF TOE OF SLOPE OR OTHER NOTE: 9. A PRESSURE VACUUM BREAKER BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON SAFETY/LAND DEVELOPMENT DIVISION NOTES ItTIFO BARRIERS FOR SWIMMING POOL, SPAS, SPECIAL DETAIL REQUIRED WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE N0. 5 RAISED BOND BEAM ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.5.20 AND HOT RUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF SLOPE SURCHARGE CONDITIONS THE SITE PLAN. WHEN LESS THAN 10' THE SURCHARGES BELOW ED ADDITIONAL BEHIND POOL WALL (SEE GENERAL NOTES #3) BOND BEAM PER _ SURCHARGES NOT COVERED BY THIS TABLE &DETAIL #72 z i 4 PER PLAN ARE PRESENT, ADDITIONAL #1 `-+ - / SURCHARGE DETAILS ARE REQUIRED. FOOT.. SPECIAL DETAIL REQUIRED =1 w (1) #4 ®TOP WHEN LESS THAN POOL DEPTH OR H/4 a m In m (7.5' MAX. H/4) oWATERPROGFNG RECOMMENDED. SPECIAL DETAIL REQUIRED HORIZ. STEEL'm 0 6° C.M.U. W/ WHEN LESS THAN H/6 BARS 012" D.C.w m (10' MIN., 20' MAX.) < w o SOLID VERT. BAR 0 24. O.C. _-- - - ALTERNATIVE BOND �r-- POOLS SHALL COMPLY WITH SLOPE BEAM LOCATION"�W� ^ "" )T ` BOND BEAM SETBACKS PER CBC SECTION 1808.7.3 VERT STEEL LINE VERTICAL STEEL W/ SURCHARGE CONDITIONS _ ADDITIONAL SPECIAL DETAILS N.T.S. 3 ALES E, F OR G 24" MIN. E118ED. REQUIRED FOR CONDITIONS ABOVE TYP. HORIZ STEEL 3' 'C REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBUSHED BY CLR' 3 AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP)• ti 0 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-1001EITUtE d APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 POT), CONFORMING TO CBCABC SEC. 2103• AND O a+FW"w7.v"mMW'W".+YRA:c"v u'w"vh rtix^ ^srwrwJ �v"i.'1«M. ww^„ "j SCHEDULE. *A ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF I'm = 1500 psi o z I ,_ 2 GROUT SHALL CONFORM TO CBCABC SEC. 2103 & ASTM C 476 WITH fc=ZOOD PSL a =1y �` ° POOL FLOOR THICKNESS 3. MORTAR SHALL BE TYPE M WITH IT; = 1800 psi AND SHALL CONFORM TO CDC/BC SEC. q ° „ MAY VARY TO ACHIEVE �� %o 2103 & ASTM C 270. 4 `+ DESIRED WATER DEPTH. - - NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. E F G E.F.P. 30 P.C.F. 45 P.C.F. 624 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" 4'6 3" 3+�" 5 50, 56' 3" #3 0 6" ° " #3 " _. YCA TE 6 /Z 3 0 LIC ..Bll, 6"o N CA 7.... LE G'6• RP NE __-- ..... __ WING #3 NEE -_-- .._. 4 IN #3 _ 0 " 7 NG, ....... 8'6" 7%* 8" 9%° 9'0' 8" 9" 10H" 9'6" 9' 10° 11 {e 1010" 9" 11 ° 12" 1Y0" 9" 11" 12+'e STRUCTURAL NOTES 2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY BUILDING CODE ). 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COON 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR THAN 1 1/2 FEET &SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS. 2 1/2 FEET. 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR RENEW. 40 FOR 03 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24°. MINIMUM CITY OF SIMI VALLEY SPECIAL NOTES CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". 3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH 1. SEE THE ATTACHED "CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. SPACING IS #4 BARS AT Is- O.C.. 2. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FF (PCF) FOR POOLS 4. THE PLAN TABLES SPECIFY THE MINIMUM REWIRED REINFORCEMENT. FOR CONVENIENCE SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS GIVEN POINT IN THE POOL STRUCTURE. REPORT (CBC TABLE 1610.1). S. INSTALLEDPRIORBONDING/GROUNDING PLACEMENT OF CONCRETE STRUCTURAL REINFORCING MUST BE UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1908 & SHALL HAVE 1. WHERE SITE SPECIFIC SOIL TESTING HAS NOT BEEN PERFORMED: A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, WHERE APPLICABLE, 1.1. POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUMLENT FLUID PRESSURE SHOTORETE (GUNITE) TO BE IN CONFORMANCE WITH OBC SECTION 1904 DURABILITY REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4-INCH. (E.F.P.)) OF 100 P.S.F. ALL 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, AG 318 CHAP. 19 & ASTM C 150. 1.2. C7MlCRETE IN CONTACT NTH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (F'c) EQUAL TO 4.500 P.S.I., TYPE V CEMENT, AND W/C RATIO EQUAL TO INC. B. SHOTCRETE/WNITE IN CONTACT WIFE SOIL SHALL BE IN ACCORDANCE NTH ACE 318 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH). SECTION 19.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL CITY OF SANTA CLARITA SPECIAL NOTES 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. - 10.ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM SURFACE. DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE. it. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1-FOOT AND SHALL NOT EXCEED ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. 5-fEET. OWNER COUNTY OF SAN BERNARDINO SPECIAL NOTES 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. 1. IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING: POOL CONSTRUCITON SHALL BE BASED 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. ON AN CEP. OF 60 P.C.F. OR GREATER AND ALL CONCRETE IN CONTACT MTH SOIL 3. 00 NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). SHALL HAVE AT MIN: Fc = 4500 PSI TYPE V CEMENT AND W/C RATIO = 045 2. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON 5­-SEE STRUCTURAL NOTE #1 SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. 5 NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6 NOTE: BOND BEAM PER TABLE �� L 9" &LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, CONCRETE COPING. 9 Elf 3R0 AND OR 4TH IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES SPA AIR -LINE NO. 1 & DETAIL #12. 2 / , / OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED EXPANSION JOINT & SEALANT to 12' , BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL INTO SPA BOND o _ „wurw:.urw'.+.^.. .+NR,'� s r-+ ^""'"'"'"`^'''' '" -- - LEVEL TOP OF GUNITE 4'-0' MIN. REQ'D. FOR EXPANSIVE SOILS. 90 MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID z ° + - 4 3 BARS PER DETAIL #8 ti PROVIDE 2 1/2" COPYRIGHTED MATERIALS, DRAWINGS REPRESENTATIONS, BEAM. MAINTAIN >t - i a ( (2) #3 >2 - O # W/ GROUT & PLACE ,.> IDEAS, DETAILS, AND SPECIFICAnONS EITHER ORIGINAL OR ¢ "TI ' BARS. ¢ -- DECKING E--LISTED ELECTRICAL'S BOX. CLR. BETWEEN 1" OUR. TO REINF. I ¢ I z 6" s #15 FELT OR 4 MIL PARALLEL BARS. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY y 1" MIN. CLR. MSQUEEN ON TOP. 8' MN. ABOVE DECK, WATER -•.a�a ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE n w THICK < 13 BARS COPING - AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION a AROUND ALL t, rrn. ^ :.,: SKIMMER ALINE OR FLOOD LINE WtIICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. a w 3° o " Y' w O.CBEAS WAY. ao EVER IS GREATER. N RATE. PER TABLE #1 & DETAIL #12. m '='. T�7 Q TILE OF POOL ENGINEERING, INC. BY THE USE OF EA PLAN, I SPA LIGHT # HE USER ACKNOWLEDGES THAT HE HAS READ & G BOND BEAM PER TAKE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. ^,��,�",t,,, PLUMBING MAY BE LOCATED EQ. ECL WATER WATER COVER. YC 1'= "' BOND BEAM HORIZONTAL IN BOND BEAM LOWER CORNER -. r 6" UNE. 24" LINE. (2) #3 BARS \p It.= 2 1 2 MAINTAIN 1" CUR. TO REINF. 3" BARS MAY BE OVER OR CALCS BY: A.J.C. REINFORCING PER DETAIL #10. : MIN LAP YV 1 z d ZCOMPACTEO / " d CLR. UNDER VERTICAL BARS. NOT REQUIRED IF 6" MIN. BEND SS - "T CUR. ¢ o� DRAWN �. � d FILL < �. WN BY: T.L.L. CLEAR PROVIDED. BOND mow\ , �_ kw' 12" 5" MIN I ° m `0i.q'< o y PRECAST COPING OR BRICK 24" MIN. LAP r1 AROUND ALL. y BEAM i _ J. "^ a \`CO a INTO SPA FLOOR #3 BARS IH � 5 UNDER �SS - x \� , i 3 yv y 8" CHECKED BY: R.L.L. CIRCULATION DRAINS: .I • -7- F 2 3 'Z' BARS - SKIMMER. ¢ `� \N a o F= "I 9__,..,,. #3 BARS BENT PROVIDE (2J SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL. 0 12°O.C. L`f'fF- O # :r- #B COPPER �.` \O,p ) 6 M < m x (2) #3 BARS • 0 48" O.C. ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE EA. WAY. r� GROUND WERE ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY DAM WALL 6 DAM -LAP INTO SPA REINF. SECTION AT SKIMMER / L- ) \ \ ;o w VENEER. BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" C.E.C. APPROVED _ FIXTURE ORr�A „ \ \ I o BEND (6) #4 BARS. FITTINGS. DRAINS' SHALL BE SEPARATED BY THREE FEET IN HORIZ BAR ! 12" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT & CFCI - - VERT. STEEL 3" ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: _ Lqp OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT LENS TI` �F4, - - - - 45' OR 90'. 24° 6" RECESSED L- O I_ t �nLE R POOL MIN.t. (2) #3 BARS MI . LIGHT. #%--. .P'$yo Jc' 2� BOND BEAM PER �. I NO DECK WITH SPA DETAILS _ SPA DETAILS MAY BE USED N.T.S. 7 LAP EACH WAY - - LQ� ?y TABLE NO. 1. (-PLASTER EXPANSIVE SOIL CONDITION ONLY Z FOR SPAS WITHOUT POOLS. AROUND NICHE 3" 18" MIN. �� E.F.P. = 62.4 P.C.F. c3 C Uj 67656 m - - GLkf-t LAP, TV ROCK OR BRICK NOTCH ICITY OF LOS ANGELES ONLY Y 53012019 4'-0" MIN, IMPERVIOUS DECK - a APPROVED SEALANT - VERT. STEEL WOOD POST FROM SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER[ 1; - '(-CiV\L �P #3 0 6' O.C. � ATTACHED PATIO COVER `T Q� 3 1 2" PER FOOT DRAINI 0 (2);g" j3 BARS NOTES: 5'-0° DEEP &BELOW. 2' _ MAX. DEAD +LIVE LOAD = 2000 lb. rOFCFGAFO d / �- I a NOTE: 1. INSTALL NO. 8 COPPER GROUND PARE FROM LIGHT NICHE TO OR BRASS CONDUIT TO POOL REBB, OR NON-METALUC HORIZONTAL STEEL ro ROCK ON BOND BEAM. H 1 LEVEL TOP OF PLACE BEAM )N w y Z p , f[I-.i 3" CLR. �•M 5" MIN. " I I WITH GROUT &PLACE 15# N J SATURATION "('• PROVIDE CONTROL JOINTS = CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WERE #3 BARS 0 12° O.C. TYP. n L 1 i1, FELT OR 4 MIL. VISQIIEF.N ON o $ I I RECOMMENDED WHERE APPROPRIATE. _. TYPICAL. TYPICAL INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C.ANCHORAGE PER PATIO COVER TOP OF BOND BEAM. r [ �•;- NOTE: PLAN. BOND PER ELECTRICAL f .�I 1 PLAN VALID ONLY MATH WET m PRIOR TO Z SWIMMING POOL UGHTING FIXTURES SHALL COMPLY WITH L J POURING DECK. H' EXTRA REINFORCING TO EXTEND &PLUMBING NOTE 2. R PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24° MIN. EACH SIDE OF RAMP. _ STAMP dt ENGINEERS SIGNATURE N SEE ELECTRICAL AND 6° REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1/2" MIN. CONC. DECKING. MASTIC IN RED INK ON PLAN. £ ' OTHER EXP. MATERIAL. CONCRE'11E SHALL PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAMI OR TILE AUTHORIZED SIGNATURES: EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. CANTILEVER CONCRETE RONALD L. LACHER, P.E. ADJACENT STRUCTURES.. BY M.K. TODD L LACHER, P.E. EXPANSIVE SOIL DETAILS IN ARE�NOT MET USE TABLE 1, SCHEDULERC'M� N.T.S. g SKIMMER DETAIL N.T.S. 9 SECTION AT LIGHT N•T.s. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N'T's' 12 MATTHEW ITHOMPSON, P.E. SHEET: STANDARD PLAN APPROVALS: C T /r, N ®/r, p ® P ®®� POOL Ran Lacher, R.C.E. S CITY OF LOS ANGELES: #268 (REQUIRES PEI 100-LA) SAN BERNARDINO: #POOL-2019-00004 KERN COUNTY: #K201608935 STANDARD AR PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave. CITY OF ONTARIO: #B201604341 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) THE 2016 CALIFORNIA BUILDING CODE engineering Anaheim, California 92607 100 SAN DILLE MP #525633 ORANGE COUNTY: #26077-17 VENTURAFRESNOCOUNTY: REQ'S SUPPLEMENTAL NOTES STRUCTURAL PLAN (2015INTERNATIONAL BUILDING CODE) inn. Faar.(714)630-6114 SIMI VALLEY: 2016-1 LOS ANGELES COUNTY: #26077-17 VENTURCOUNTY: S.P.A. # 6-2017 (REQ'S PEI 100-VCO) SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714)630.6100 COPYRIGHT 2019, POOL ENGINEERING INC.