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GENERAL REINFORCEMENT �o a 00 - III- 1. THE SITE CONDITIONS HAVE NOT BEEN 15. REINFORCEMENT SHOULD BE PLACED IN INSPECTED BY LENEHAN ENGINEERING.IF SITE ACCORDANCE WITH CBC 1908.4 AND ACI 318 CH.25 O 0 O -III- BEGIN ADDED VERT.BARS 3 CONDITIONS VARY FROM THAT PROVIDED IN AND BE ASTM A615 GRADE 40 OR BETTER FOR#3 STANDARD REINF. -III FEET BELOW TOP OF BOND THIS PLAN,LENEHAN ENGINEERING SHOULD BE AND#4 BARS.SPLICES ARE TO BE LAPPED A tr) b,10 bJ0 GRID #4@12"O.C.E.W. 111- BEAM. CONTACTED. MINIMUM OF 40 BAR DIAMETERS.CONTACT 1r) d- r- r. i IF 2. THIS STANDARD PLAN HAS BEEN DEVELOPED SPLICING MAY BE USED PROVIDED SPLICED BARS d- RADIUS STD.FLOOR BASED ON THE 2019 CBC,ASCE 7,AND ACI 318. ARE IN THE SAME PLANE AND PARALLEL TO THE PER TABLE 1 REINFORCEMENT: DIRECTION OF THE GUNITE SHOOTING. U I� 3. COPING:EXPANSION JOINT OF MASTIC OR OTHER ACTUAL DIG #3@12"O.C.E.W. SEPARATOR SHOULD BE PLACED BETWEEN 16. ALL BENDS ARE TO BE SHARP. O N ADDED VERT.BARS PER - LINE MAY VARY _ _ H,POOL WALL HEIGHT. TABLE L CONTINUE 24" CONCRETE DECKS AND COPING AND SHOULD 17. 1#4 BAR MAY BE REPLACED WITH(2)#3 BARS a O PLACE REINF.3" - EXTEND THE FULL DEPTH OF THE DECK. PROVIDED A 2.5-INCH MINIMUM CLEARANCE IS 7'MAX PER TABLES 1�2 MIN INTO FLOOR FROM SOIL i_ 4. ALL ELECTRICAL IS TO BE ELECTRICALLY MAINTAINED. O I- o D,GUNITE COVER,PER 3"CLEAR COVER TO SOIL GROUNDED IN ACCORDANCE WITH THE 2016 18. AREAS WHERE SOIL SUPPORT HAS BEEN V-4 4� ADD#4@12"O.C.BY 6'LONG AT TABLE 2.TO BE CHANGED CALIFORNIA ELECTRICAL CODE ARTICLE 680. TEMPORARILY REMOVED,LE.RAMP r� BEGINNING AND END OF UNIFORMLY WITH DEPTH = (IF APPLICABLE MAY CONSIST EXCAVATIONS,SHOULD HAVE#3 BARS AT 6 N FLOOR TRANSITION 5. WALL DRAINAGE ) _ OF A 12-INCH GRAVEL DRAIN WRAPPED IN A INCHES ON CENTER,VERTICAL AND 0 SEE NOTE 12 FOR SOIL FILTER FABRIC OR A DRAINAGE COMPOSITE. HORIZONTAL. CONDITIONS WHERE 4-INCH RADIUS DRAIN BOTH OPTIONS TO A 3"0 PERFORATED PIPE. 19. 3 INCH MINIMUM CLEARANCE IS REQUIRED GRAVEL DRAIN IS REQUIRED PER TABLE 1 1= DISCHARGE TO EXISTING DRAINAGE SYSTEM. BETWEEN REINFORCEMENT AND SOIL AND A 2 6"MIN STANDARD6. CONTRACTOR OR OWNER SHALL VERIFY ALL INCH CLEARANCE BETWEEN REINFORCEMENT FLOOR THICKNESS - � FIRM NATIVE SOIL FIELD CONDITIONS AND DIMENSIONS PRIOR TO AND WATER OR EXPOSED TO AIR. o - CONSTRUCTION. 20. GUNITE SHALL BE PLACED AGAINST r n SEE DETAIL 5 FOR PRESSURE RELIEF VALVE O 7. INTERIOR SURFACE OF POOL SHALL BE COATED UNDISTURBED NATIVE SOIL OR COMPACTED u o III - - WITH A WATER-TIGHT SURFACE. ENGINEERED FILL. LOCATE IN DEEPEST PORTION OF POOL _ / Ei 8. CONSTRUCTION SHALL COMPLY WITH 2016 V^` CALIFORNIA BUILDING CODE,2019 CALIFORNIA SHOTCRETE 1 TYPICAL POOL SECTION PLUMBING CODE,2019 CALIFORNIA ENERGY CODE, 21. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, 2019 BUILDING EFFICIENCY STANDARDS,2019 ACI 318 CH.19,ASTM C 150 CALIFORNIA GREEN BUILDING STANDARDS,2019 . 12" 6" DECK SLAB CALIFORNIA MECHANICAL CODE,2019 22. GUNITE IS A COMMON TERM THAT REFERS TO W EXPANSION JOINT #4 BARS E.W.X 24" CALIFORNIA E ORDINANCES.LECTRICAL CODE,AND LOCAL THE SHOTCRETE DRY MIX PROCESS AND IS ACCEPTABLE TO USE WITH THIS PLAN. SEE NOTE 3 9. CONTINUOUS SHOTCRETE INSPECTIONS SHALL 23. GUNITE CEMENT TO AGGREGATE PROPORTIONS 7 24 DECK SLAB2 _ BE PERFORMED BY A SPECIAL INSPECTOR AS SHOULD NOT BE LESS THAN 1 TO 5 AND SHOULD L- MAX 6'1 . . 3" - REQUIRED BY BUILDING AGENCY. CONFORM TO CBC 1908 AND ACI 506. COPING TILE 24. MINIMUM CONCRETE 28-DAY COMPRESSIVE r n 11 SOILS STRENGTH IS 2,500 PSI,TYPE V CEMENT,AND A u 8" (2)#4 BARS 6 O WATER TO CEMENT RATIO OF 0.45. wz 6 10. LATERAL EARTH PRESSURE:60 PCF(EQUIVALENT 25. MINIMUM WALL THICKNESS IS 7INCHES. MIN(2)"Z" - 1 FLUID PRESSURE). 26. EXPOSED POOL AND SPA WALLS WITH PLUMBING (3)#4 MIN BARS WITH - AT SKIMMER USE 11. POOL SHOULD BE FOUNDED ON FIRM NATIVE MUST BE AT LEAST 10 INCHES WIDE WITH DOUBLE REINF.PER 1/SP1.0 12"LAP I- WALL THICK.AND (2)#4 BARS(MIN) = SOILS OR ENGINEERED FILL WITH WRITTEN O - ( CAGE REINFORCEMENT. REINFORCEMENT CAGE 8'LONG APPROVAL FROM SOILS ENGINEER)WITH A SHALL CONSIST OF VR.:#3@12"O.C.ON BOTH #4 DIAGONAL FACES,H.R.:#3@6 MINIMUM BEARING CAPACITY OF 1,500 PSF. I I "O.C.ON EXPOSED EXTERIOR BARS X 24" 12. A HYDROSTATIC RELIEF VALVE IS REQUIRED TO FACE,#3@12"O.C.ON INTERIOR FACE.PLUMBING • WALL THICKNESS PREVENT BELOW POOL UPLIFT PRESSURES.IF SHALL BE KEPT A MINIMUM OF 1.5 INCHES FROM AND REINF.PER 1/SP1.0 SEEPAGE IS OBSERVED IN AN OPEN EXCAVATION, ANY HORIZONTAL REINFORCEMENT. A GRAVEL DRAIN IS REQUIRED BELOW THE POOL 27 KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS. FLOOR TO ALLOW THE DISSIPATION OF HYDROSTATIC PRESSURES. SPECIAL INSPECTIONS 2 COPING DETAL 3 SKIMMER 4 LIGHT NICHE 13. KEEP ALL EXPANSIVE SOILS IN A MOIST CONDITION PRIOR TO THE PLACEMENT OF 28. SHOTCRETE TEST PANEL PER ACI 506 SECTION 6.4. 2 GUNITE. 14. DECK DETAILS SHOW MINIMUM CONSTRUCTION AND DO NOT DEMONSTRATE A SYSTEM THAT 1 111111111 WILL RESIST HEAVING DUE TO SOIL EXPANSION. III III i REMOVABLE CAP OR STAIR REINF. III 11111 (/� STD. PLUG.SEE NOTE 12 #3@12"O.C.E.W. FLOOR FOR CONDITIONS W/12"MIN LAP SPLICES Ir 7:1 REINF. STD.FLOOR U a Chi 4'MAX HEIGHT '� p THICKNESS #4 BARS 48" LENGTH DIAGONAL O TABLE 1-ADDED VERTICAL BARS U WALL REINF. TO STANDARD GRID TABLE 2-WALL THICKNESS w p O 12" SLOPE SLAB #4@12"O.C.E.W. (/� o WALL HEIGHT RADIUS EFP=60 PCF WALL HEIGHT EFP=60 PCF M O o O O TO DRAIN MAIN DRAIN j, (FT.) (FT.) ADDED BARS O (FT) "(DD,GUNITE " COVER(IN.) 1 4 1 STD.GRID 5 2 STD.GRID 4 4 18"SQUARE GRAVEL = I 1 , 4 AROUND RELIEF VALVE _ 6 3 STD.GRID 11„-,1 d... 1 6 -; TYP.FLOOR = - 7 4 (1)#4 -III-n -I 1-1 III II II I_ THICK.7° 'I 111 II I it 5 FIRM NATIVE SOIL TABLE NOTES: 1. EFP REFERS TO EQUIVALENT FLUID PRESSURE. 2. TOTAL WALL THICKNESS IS D,GUNITE COVER(TABLE 2)PLUS 3 INCHES CLEAR COVER TO SOIL. v m c o N 5 PRESSURE RELIEF 6 MAIN DRAIN 7 TYPICAL STAIRS U 2 LIFT ANCHOR �NG1 R - ASSEMBLY �Q� �N NN III= - POOL WALL EDGE •...................... - =111=1I r 00 N = Q z AH-I5 Q AS REQUIRED PER ADA LIFT w MANUFACTURER'S o 6 w GALVANIZED#4 BAR PLAN VIEW STANDARD REINF. 1 I 1 I1 1' 3'-6" a d a GRID #4@12"O.C.E.W. III E RECOMMENDATIONS 48"LENGTH 111 Q O� 5 z CENTERED OVER MIDDLE OF EACH ST BARS Y-6` o O 1 WALL FOUNDATION PLAN VIEW ,� N HEIGHT ADDED VERT.BARS PER Q O - MAX 7 FT TABLE L CONTINUE 24" _ v_ MIN INTO FLOOR FOUNDATION REINF.#4 @ P.-I bCrq �* U PER TABLE I -- • = = - D,GUNITE COVER,PER 10"O.C.E.W.TOP&BOTTOM ,� :4 -111-� = TABLE 2.TO BE CHANGED CONTINUE TYPICAL ;-4 cu Qf p^ III-I UNIFORMLY WITH DEPTH DECK THICKNESS& LIFT ANCHOR 1/2"EXPANSION p 5' REINF.BY OTHERS ASSEMBLY2 JOINT Z III Z � P-a LR V - � � _ � VERT.REINF.PER TABLE 1 PER TABLE 1 - MIN -�I i�I�MIN zr� 7 WALL THICKNESS PER TABLE I - III a d w FIRM NATIVE SOIL 44 TYPICAL POOL 0 1 6 - - - �� IIIiII I1 3, �� 6SQ X1 `� 1 WALL� � TYP.FLOOR = - _ SECTION ELEVATION THICK.7" TYPICAL FLOOR REINF. SECTION VIEW E O #4@12"O.C.E.W. G_ ~ 0 _ 8 RECESSED STAIRS 9 TYPICAL POOL WALL 10 ADA LIFT FOUNDATION U W U