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1957 Beach Ave POOL19-0014 DRWGSANGLE POINT - � � � • �Q OPPOSITE R-42 /�I(J 7.a - �?• It " Y M1O N6' N \W in 1 - D.E.P. MONUMENT No. 72-81-A16 Ng13YN"E 478.59' 9 S90i7000 W 167.86 - NORTHING=2188086.0 FOUND 1/2' IRON PSE @ $695623"W 165.17' (IRON TO IRON) -----'--_I� EASTING=373890.3 NO CAP NORTHIN-21871 2187140.435 1-- �I Irl 1 EASTING-5306424479 1 LJLJ c) �I I I I I I kI z I 43 I I 1 1 I rAN"NR- I I ,,. I 9.1 1 L T 57 1 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN I, Q W m W ® W m U O DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBERS Ln Z O' Q Z J H-- Q 72-81-A16 AND 72-81-A17 PER THE COASTAL CONSTRUCTIONil ' �a I QO PLANTER BOX ^^� LL. 1 1 i I 102.45' OBSERVATIONS. 70-92----I 11 1 I N I I � ---� COUNTY, RECORDED JULY 21, 1992. 2- STORY STUCCO _ _ FENCE N0. -19-7 T 1975 % s _ POOL _ E WOOD p DII -------- j I I & 1977 PAGES 59, 59A & 59B OF THE CURRENT PUBLIC RECORDS OF I 01 76'-10"t 1 I DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINEI I I SEAWARD DISTANCE OF 1 FOR PRIVATE LANDS IN SAID COUNTY.IREPLACEMENT 1 DECK I I100.39- 1 5. BENCHMARK USED, FOUND MAGNAIL IN ASPHALT AT 111'-3"fi 1 RESIDENCE NO. 1927 BEACH AVENUE. ELEVATION=20.85 (NAVD � I SEAWISTANCE OF NEW POQL ARD D g LOT 56 1988). $ 124'-7 " 6. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS 4� 9oT`R ' 1 1 BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC I'FCORDS OF DUVAL COUNTY, FLORIDA. I of zl SEAWARD OF RELOCA ED FILL I CCCL DENOTES COASTAL CONSTRUCTION CONTROL LINE. 62.8' ARD DISTANCE _ SEAWA _ _ _ 139 -(� _ _ _ 4� 7. USING EXTENDED DATUM FOR TIDE STATION 872--0291 FROM 1 80.66' d� SIL I I SEAWARD _ 194'-10' t I 1 1 I DISTANCE QF 1 ELEVATION OF -2.97 N.A.V.D.(1988). I $ SEAWARD 266'-0 I 8. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA ml OF SEAT ONAL Ir j I STATUTES CHAPTER 161.053 (6)(a)2: "SEASONAL Hi('H-WATER 1 SEAWARD DISTANCE 1 o I I> 1 i I I 1� I� C 2.10+(1.5X5.07')=9.7(NAVD 1988) 10 IN IIZ N iA 1 i THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONES "X' (AREA o4.3e- �L LOT 60 I� OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AND FLOOD I 1; O 10 I� i -Z C IZ 1 I 1 m ----------I-------.---------� 3 STORY RESIDENCE FRAME I 32.87 37 2' JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. I �I EXISTING OFI' RESIDENCE TOP 1 SLAB EL. +22.18' NAVD COASTAL CONSTRUCTION CONTROL LINE I W BiNCHAAPJC FOUND .+1." 'o,IL A DISK. LBS E T Lfi.> IU PAVEMENT OF 6 _NUE i-25.74 (NAND 88) � a -1 a o Tj % a � C 0 PROPOSED NEW CONSTRUCTION 1 I 25.14 7.a - �?• It " Y M1O N6' N \W in 1 a 25.°6 9 S90i7000 W 167.86 J FOUND 1/2' IRON PSE @ $695623"W 165.17' (IRON TO IRON) -----'--_I� o.7' I ND 1/: I NO NO CAP NORTHIN-21871 2187140.435 1-- 4I 1 EASTING-5306424479 1 LJLJ c) �I I I I x.11• z Lu NOTES: 1. THIS IS A TOPOGRAPHIC SURVEY. I ,,. 3 STORY STUCCO RESIDENCE N0. 1951 i 9.1 1 L T 57 1 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN I, Q W m W ® W m U O DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBERS Ln Z O' Q Z J H-- Q 72-81-A16 AND 72-81-A17 PER THE COASTAL CONSTRUCTIONil �a i CONTROL LINE FOR DUVAL COUNTY, FLORIDA, BASED ON GPS ^^� LL. W OBSERVATIONS. 70-92----I 11 3. THE CURRENT COASTAL CONSTRUCTION CONTROL :.INE IS N RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL -- of -- ---------j- ------- ---� COUNTY, RECORDED JULY 21, 1992. 1 4. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, I DII 1 PAGES 59, 59A & 59B OF THE CURRENT PUBLIC RECORDS OF I 01 76'-10"t 1 DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINEI N SEAWARD DISTANCE OF 1 FOR PRIVATE LANDS IN SAID COUNTY.IREPLACEMENT DECK I 1 5. BENCHMARK USED, FOUND MAGNAIL IN ASPHALT AT 111'-3"fi RESIDENCE NO. 1927 BEACH AVENUE. ELEVATION=20.85 (NAVD � I SEAWISTANCE OF NEW POQL ARD D LOT 56 1988). $ 124'-7 " 6. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS I DISTANCE OF NEW POOLIDEC 1 1 BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC I'FCORDS OF DUVAL COUNTY, FLORIDA. I of zl SEAWARD OF RELOCA ED FILL I CCCL DENOTES COASTAL CONSTRUCTION CONTROL LINE. _ _ m _ ARD DISTANCE _ SEAWA _ _ _ 139 -(� _ _ _ 1 NCS - - - - 7. USING EXTENDED DATUM FOR TIDE STATION 872--0291 FROM DISTANCE OF C NSTRUCTION SIL N� THE "LABINS.ORG" DATABASE RESULTS IN A MEAN HIGH WATER o SEAWARD _ 194'-10' t 1 I ELEVATION OF 2.10 N.A.V.D.(1988) AND A MEAN LOV; WATER DISTANCE QF VEGETATION LINE 1 ELEVATION OF -2.97 N.A.V.D.(1988). I $ SEAWARD 266'-0 I 8. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA ml OF SEAT ONAL •L HIGH WATER LINE I STATUTES CHAPTER 161.053 (6)(a)2: "SEASONAL Hi('H-WATER 01 SEAWARD DISTANCE LINE" MEANS THE LINE FORMED BY THE INTERSECTION OF THEI o RISING SHORE AND THE ELEVATION OF 150 PERCENT OF THE LOCAL MEAN TIDAL RANGE ABOVE LOCAL MEAN HIGH WATER. I I I - 2.10+(1.5X5.07')=9.7(NAVD 1988) ' I 9. NO BUILDING .RESTRICTION LINES PER P -:-- THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONES "X' (AREA o4.3e- �L OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AND FLOOD ZONE "AO" (DEPTH 2') AS WELL AS CAN BE DETERMINED FROMI 1 103.98' 1- . THE FLOOD INSURANCE RATE MAP No. 12031C04071 -I, REVISED 3 STORY RESIDENCE FRAME JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. I 1 127.62' ---- COASTAL CONSTRUCTION CONTROL LINE102 iZ I Z7 poi ep AN" POINT OPPOSITE R-44 r 'pt,Irn u I� D.E.P. YOMIl1rtE11T No. 72-81-A17 5� NORTHING -2186046.2 EASTING=373902.1 CC A CnAI AI "ItIt] 1A/A=M VEGETATION LINE 7.6 ( X 8.7 VEGETATION 1 IMF MAP SHOWING SURVEY OF LOT 58, NORTH ATLANTIC BEACH UNIT NO. 2, AS RECORDED IN PLAT BOOK 15, PAGE 57 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. MEAN HIGH WATER LINE ELEVATION 2.10 FEET NAVD (1988) x4.7 x5.0 x39 X 5.7 x 4.6 ^ -EXI TING GRADE TO EMAIN x x 5.0 4.4 MEAN HIGH WATER I INIC CI C\/A TII'lAl n nn r rT "0" WATER LINE X 0.8 x 0.6 "0" WATER LINE OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH BEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 12. y^- TO THE BEST OF THE ENGINEER'S KNOWLEDGE E'ND BELIEF THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER 62B-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED IN C-'APTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTIC`I MANUAL AND APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTIO!, MANUAL. THE SWIMMING POOL HAS BEEN DESIGNED NOT TO IN ;REASE THE RISK OF DAMAGE TO .ADJACENT DWELLINGS DURING A COFSTAL STORM EVENT AS REQUIRED BY FAC CHAPTER 62B-33.005(7) AND FEMA 55, CHAPTER 12.9.4. THE SWIMMING POOL HAS BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 623-33.005(7). I I X 2.8 p5 I i 1 X 1.5 4I LJLJ c) �I I I I "0" WATER LINE X 0.8 x 0.6 "0" WATER LINE OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH BEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 12. y^- TO THE BEST OF THE ENGINEER'S KNOWLEDGE E'ND BELIEF THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER 62B-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED IN C-'APTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTIC`I MANUAL AND APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTIO!, MANUAL. THE SWIMMING POOL HAS BEEN DESIGNED NOT TO IN ;REASE THE RISK OF DAMAGE TO .ADJACENT DWELLINGS DURING A COFSTAL STORM EVENT AS REQUIRED BY FAC CHAPTER 62B-33.005(7) AND FEMA 55, CHAPTER 12.9.4. THE SWIMMING POOL HAS BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 623-33.005(7). t✓ CHRISTOPHE C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK W LJLJ c) z Lu w � ZO Z ,,. J W LL_ J Q = = U Q L.L. Q W m W ® W m U O -�- -L Ln Z O' Q Z J H-- Q _ �a ^^� LL. W V t✓ CHRISTOPHE C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK sur REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 U Lij zcn —ry w Li Q wz o z _CD CY �-W�-j 0 Q <-J ww Nr, E �Q>=cOOU O � o z > w :Dom z �� ww N© 0) 00 ^ LL =CSO>Q 00a = U U Q Q- z O O Ll- U O��cn Y U � z Q ryO = U U Q c�I3 CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 11/30/2018 SCALE 1" = 30'-0" JOB NO. E18-054 SHEET C 2 SHEET 2 OF 2 Lij U W z Q 0 0 wE O � o z > w w < _ ^ LL ry = U U Q Q w wm w0my LO z Q s J \�J c�I3 CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 11/30/2018 SCALE 1" = 30'-0" JOB NO. E18-054 SHEET C 2 SHEET 2 OF 2 1 1 1 I 1 1 1 I I 1 1 I 1 1 i 1 1 1 1 I 1 i 1 1 I 1 i I 1 1 I 1 1 I 1 1 I 1 1 I 1 1 i n. 01 D � I D I 1 nI O (f) !r- -I 'r- 70 ol -_I ' ZI 1 n 070 1 � 1 0 r� rl m 1 I 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 I I .1-00 in rT1 I /–PROPOSED NEW 1 Z O I CONSTRUCTION 11 I SILT FENCE AROUND 1 0 0 i C PERIMETER OF SITE Z m N 9 0 °00 00 "E 165.20' ! S89 °55'39 "E 165.02' FOUND 1 /2" Z (FIELD) IRON PIPE, NO CAP I ------------------------------- x X 4' WOOD FENCE x � x I I x 12.6 � �"` X X X X X X X X _x_x X X X X X X X o X X X 1 No _:)YELL >> N 2: TELL PUMP t 1 CLEAN our NE�IV POOL / L. +10.58' NAVD EL. +10.83' NA VDf EL. +10.75' NAVD 1 3.0 LIFT STATI N EQgIP ENT TO DECK TOP OF P00 EDGE OF DECK 0_j- x6.4' DRAIN 10.0 COPA G x i N0 I EL. +10.75' NAVD 1 SEPTIC EDGE OF DECK ALARM BOX X j EL. +10.83' NAVD 'O ' TOP OF POOLPROPOSED RELC,� TION -', f " --–�-- – – y– '�–T COPING OF SITE FILL SEAWARD Of EL. 12.75 NAV I. 5 - F - 1 TOP OF P 10 P -1-- --1-- THE COASTAL CCNSTIR:UCIIMON ---------------------- CONTROL LINE.I 1 -- E' –3"-6" L 13'_ 0" ,,. EL. +10.67 NAVD X I I EDGE OF DECK , _ SAWCUT_J IN - I i i EL.'� 12.6 0' N VK: i �r EDGE OF -PATIO i ,9'-6" I I SUNSHELF I I x f' it I STEPS MONOLITHIC 4e Vo 1 , POOL STEPS / -`EL. +10.67, AVD r6EL. –0'-10" 6 - o 1 ,f TOP ­6F DECK I' SAWCl1 J IN i 1 X N i i I / DRAIN j - �---1 1_I-------------- N I r6 EL. +10.50 NAVD EXISTING TWO-STORY / I ;,_�_�---------------------------- -----t _I- I EDGE OF DEC ' x .. m 1 I o TIMBER FRAMED j I'` 14'-0" '1 13,-4„ 16 10 I (� RESIDENCE '` Ibo 16 \ ;�. " rn ` Co l POOL I' 14'-0" i I 1 1-P x` 9.2 17'-6", POOL FINISH FLOOR ELEVATION= �� ' LIGHT o x 1 ' ' I SAWCUT J IN c> POOL DEPTH 9.6 I NEW POOL y 9.9 x X _ 22.18 (NAVD 1988) ,-�' � I \ I— , / ► I _ VARIES l,; , 1 NEW POOL dl I DECK x z^' 1 I 0.r DECK :, f I DECK DECK STONE FIELD PAVE RS O 1 IC}1 �� ✓ I. I eh ."'' .� 1-----------------------------, ----,- �- —I ; I OVER COMPACTED AND ~' X z ; ; O –6 0 I_� 1 BED. FINISH TQ E –�– EL. �- PTS -7------ \ DETERMIN �-� 0 E SAWCUTIJ INT (�-�_�--------------------------------�-1- e ,` I 1_ — O • j �7 1 TE S- ''�' r _/ I BENCH IS A RESOD AREAS 0 1 I X I)_ 1--1 FILLED WITH 1 1 DRAIN , 1 - I EEP WELL ,.' EXCAVATED SAND 54 i g– 6 ,. ; z SPA t,{ 1 f, PROPOSED ► La o EL.–5'-6'' I x i ,- ,- I LEL. + 0.67'NAVDREPLA2EMENT 8 SAWCUTr INT1 i mss' BREA AWAY STE WALL s I •, �/h I EDGE OF DECK J PROPOSED RELOCATION 1 1 / ,,AND SLAB– GRADE / i i _ _� 1_I— BENCH � 1_I— BENCH I_� � IOF SITE FILL SEAWARD OF 1 _ THE COASTAL C'�?I•4STRUCTION; 1 f, I _ I _ – – _– J EL. +10.75' NAVD –'– – – – – – ? v X CONTROL LINE 1 ' ,,-'` ,-:' / ► I .cel w � EDGE OF DECK , / - r O 1 x 21.90 cv x� ILSTEPS EL. +10.58' NAVD EL. +10.83' NAVD EL. +10.75' NAVD X ` �• TOP OF DECK TOP OF SPA EDGE OF DECK ' SECOND STORY OVERHANG DRAIN COPING ----------------------- IL ----- _------------------------ ____.__________ I I X 11.3 I j EXISTING WOOD WALK STEPSI EXISTING WOOD WALK i 1 n 61 ^ <P} I 1-0-. N� ao i° x x x x x x x x x x x x x , x x x x x x 4' WOOD FENCE I -------------------------------- o ------- I'--------� ----- ----- ---�------------ ------------ --------------------�5-------------�--- S901100" 00 W 167.86 0 I S89 5623"W 165.17' (IRON TO IRON) i 76'-10"t I SEAWARD DISTANCE OF REPLACEMENT DECK 111'-3"f n SEAWARD DISTANCE OF NEW POOL iI rrl Im 124'-7"t i> SEAWARD DISTANCE OF NEW POOL DECK I Im 132'-0"t I� SEAWARD DISTANCE OF RELOCATED FILL I r IZ 139'-0"t DISTANCE OF CONSTRUCTION SILT FENCE i I � I I I I 1 I i 1 I t 1 —�, 1 1 71. x FOUND -1/2"', P OPOSED NEW ,moo IRON PIPE, ',NO CAP C NSTRUCTION 1 SIT FENCE AROUND P RIMETER OF SITE SEAWARD I i NOTE: Q i POOL MANUFACTURER RESPONSIBLE POOLFOR SITE PLAN AND GRADING PLAN � . THE DESIGN AND INSTALLATION z ® W i OF POOL EQUIPMENT PEDESTALS AS U SCALE: 1/4" = 1'-0" L.L. z ^ `J W< Q i REQUIRED BY FEMA REQUIREMENTS O ZJ LLJ LL_ > > W Q _ NOTE: I U Q QL.i INDICATES SLOPE/RUNOFF ELEVATIONS SHOWN HEREON ARE z Q ALL REFERENCED DIMENSIONS FROM r__ I— 0)Q I INSTALL AN AUTOMATIC TIMER J 10 PROPOSED GRADING BASED ON NAVD 1988 DATUM THE DEP CCCL LINE TO THE NEW RESIDENTIAL POOL STRUCTURE AND I FOR THE POOL LIGHT TO ENSURE W / F- POOL DECK ARE TAKEN FROM THE I THAT THE POOL LIGHT IS TURNED – 15 - EXISTING GRADE 0 CENTERLINE OF THE POOL STRUCTURE. I i OFF WHEN NOT IN USE x12.7 EXISTING SPOT ELEVATION n I NOTE: EXCAVATION FROM POOL SHALL BE NUMBER OF BULB LUMENS HAYWARD TYPE OF MOUNTING I THE OWNER SHALL INSTALL AND SYMBOL FIXTURE FIXTURES AND TYPE MODEL No. MOUNT HEIGHT USED AS BACKFILL AROUND POOL DECK. MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE AROUND THE POOL _�T HAYWARD COLORLOGIC 1pc AT POOL 95 watt LED SP0527SLED50 HORIZONTAL 2'-0" BELOW 4.0 LED POOL LIGHT FLUSH MOUNT WATERLINE POOL DRAINAGE SHALL BE DIRECTED AREA (TO MEET LOCAL CODES) COLOR: AMBER LED 1pc AT SPA 40 watt LED SP0535SLED50 LANDWARD OF THE NEW POOL AND POOL DECK STRUCTURE. I I 1 I EXISTING GRADE TO R EM AJ,N AS–IS. '1 � DUNE GRASSES OFFICE COPY (REVISIONS BY DEP PERMIT CCK ISSUE 11 /30/18 U zry w Q Wz o �w �_j �o �2<>_ 00o o � QQ U� JW 6 E �OmZ-a, wLd �� LLJ un (Un _ w 00 c� O> o'� ��NOif 0 __j -t C/�z Q �O = U U z Q z ® W Q U L.L. z ^ `J W< Q Q W Q:� Q O ZJ LLJ LL_ > > W Q _ Of=U U Q QL.i O W m my z Q r__ I— 0)Q J C J Q W / F- 0 0 n h 1� 36b CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 11 /30/2018 1/4 „s = 1'-0" JOB N0. E18-054 SHEET p - 1 SHEET 1 OF 5 PILE LAYOUT 1'-0" 9'-6" POOL LAYOUT 6" I ' 16"wide x 18"deep I ; POOL GRADE BEAM I ' I �I -' nP-5 0 00w I w -� GRADE BEAM MARK 8'-0" 7'-6" 1'-0" 19'-6" P-5 EL. +3.83' NAVD 1'-0" 12" O.C. EACH WAY, DEEP WELL EACH FACE I I 1 I STEP TOP OF PILE STEP _ __ 1 i 17'-C TOP OF PILE OF PILE 6" CO CRETE POOL SIDE 6" MONOLITHIC 8"wide POOL EL. +5.00' NAVD,_\ EL. -5'-6" +5.00 NAVDj, WALL w #4 REINFORCING 8" CONCRETE DEEP VIE I L TOP OF PILE TOP OF PILE j 3/P-2 @ 12" O.C. EACH WAY, 0 CING o J TOP OF PILE - @ 12" O.C. EACH WAY, --i--1-- AN I CENTERED 4/P-2 PB -4 12" x 40" 1 P-4 3-#4 r - #3 12" O.C. 2 SUNSHELF TRANSITION 5/P-2 PB -5 INTEGRAL VARIES � I - I - - 2 SPA TRANSITION 1/P-4 PB -6 a_ VARIES 4-#5 4-#4 - #3 12" O.C. 2 SUNSHELF SIDE WALLS 6/P-2 / I 6" CONCRETE +8.67' 3-#5 POOL END I- - \ ;-� J 8" SLAB � ALL vil #4 REINFORCING 16"wi 8" o. c. --------------------------------------- , @ 12" O.q. POOL EACH WAY, I PILE SECTION SUNSHELF C NTERED (TYPICAL) I aSUNSHELF I EL. -3'-6" ' 16"wide x 18"deep I ; POOL GRADE BEAM I ' I �I -' nP-5 0 00w I w -� GRADE BEAM MARK 8'-0" 7'-6" 1'-0" 19'-6" ' I I 5'-0" 1'-0" 12" O.C. EACH WAY, DEEP WELL EACH FACE I I 1 I STEP I AVD STEP _ __ 1 i 17'-C TOP OF PILE OF PILE P-3 I i EL. -3' 6" MONOLITHIC 8"wide POOL SIDE VIALL E EL. -5'-6" +5.00 NAVDj, I POOL STEPS 8" CONCRETE DEEP VIE I L 0 w TOP OF PILE j 3/P-2 WALL w/ #4 REN F EL. +3.83' NAVD 0 CING o J TOP OF PILE - @ 12" O.C. EACH WAY, --i--1-- AN I TOP OF PILE 4/P-2 PB -4 12" x 40" 1 P-4 3-#4 r - #3 12" O.C. 2 SUNSHELF TRANSITION 5/P-2 PB -5 INTEGRAL VARIES � I - I - - 2 SPA TRANSITION 1/P-4 PB -6 a_ VARIES 4-#5 4-#4 - #3 12" O.C. 2 SUNSHELF SIDE WALLS 6/P-2 PB -7 12" x 12" +8.67' 3-#5 - - - - rEL. -0'-10" 7/P-2 ---- 16"wi e x 16"deep I --------------------------------------- , Of POOL GRADE BEAM i PILE SECTION SUNSHELF aSUNSHELF DEPTH a w I o VARIES o o w I c0 co0'-8" TO 0'-10" 00 = I II 00 z j ; 8" SLAB w/ 1-#4 cn I @ 12" O.C., TOP AND BOTTOM, EACH WAY E +8.00' NAVD TOP OF PILE 27'-0" GRADE BEAM MARK 8'-0" 7'-6" 1'-0" 19'-6" 6'-6" 6' @ 12" O.C. EACH WAY, DEEP WELL EACH FACE I EL. +2.83' NAVD EL. +4.00' I AVD 1 8 SLAB L,_ _i_ _,J 8 SLAB _ 8" c.c. ; 8" o. c. _ __ 1 i 17'-C TOP OF PILE OF PILE 61 6"/12" O.C. o Q J 8"wide POOL SIDE VIALL PB -2 EL. -5'-6" I I POOL BENCH w 8" CONCRETE DEEP VIE I L 0 w EL. +2.83' NAVDSIDE 3/P-2 WALL w/ #4 REN F I I 0 CING o J TOP OF PILE - @ 12" O.C. EACH WAY, --i--1-- �I w w, EACH FACE 26 -0 ' ; 6 1 REINFORCING @ 12" O.C. I„ EACH WAY, EAGH FACE 18 wide x 18 deep I I O U I POOL GRADE BEAM ; ; w INTEGRAL POOL POOL I m110I,GRADE BEAM N i 6,-0 lam, POOL DEPTH EL. I o 0 0 VARIESI 0 �v { 3'-6” TO 6'-0" I DEEP WELL I 3 DRAINS E I-1'-4" P-4 . 8" SLAB w/ 1-#4 C B NICH I @ 8" O.C., TOP AND = I 1 BOTTOM, NORTH/SOUTH EL. -5-6" z P-3 wI O m I 18"wide I 18"wide x 18"deep I SPA I I MONOLITHIC N POOL GRADE BEAM rOVERFLOW --'- I BENCH POOL _jam �j_ - -4— \\��/ l LIGHT I \\�/ PB -5 Hl I cO L ;--1----------- -- 1--- 12"wide x 12"deep > > POOL GRADE BEAM 3 0 o P-3 Q Q GRADE BEAM MARK SIZE w x d 00 WALL w/ #4 REINFORCING @ 12" O.C. EACH WAY, I EACH FACE I EL. +2.83' NAVD EL. +4.00' I AVD 1 8 SLAB L,_ _i_ _,J 8 SLAB _ 8" c.c. ; 8" o. c. _ __ 1 i +8.00' NAVD TOP OF PILE OF PILE 61 6"/12" O.C. 2 MONOLITHIC CONCRETE SPA PB -2 EL. -5'-6" I I POOL BENCH w #4 I 26 -0 ' ; 6 1 REINFORCING @ 12" O.C. I„ EACH WAY, EAGH FACE 18 wide x 18 deep I I O U I POOL GRADE BEAM ; ; w INTEGRAL POOL POOL I m110I,GRADE BEAM N i 6,-0 lam, POOL DEPTH EL. I o 0 0 VARIESI 0 �v { 3'-6” TO 6'-0" I DEEP WELL I 3 DRAINS E I-1'-4" P-4 . 8" SLAB w/ 1-#4 C B NICH I @ 8" O.C., TOP AND = I 1 BOTTOM, NORTH/SOUTH EL. -5-6" z P-3 wI O m I 18"wide I 18"wide x 18"deep I SPA I I MONOLITHIC N POOL GRADE BEAM rOVERFLOW --'- I BENCH POOL _jam �j_ - -4— \\��/ l LIGHT I \\�/ PB -5 Hl I cO L ;--1----------- -- 1--- 12"wide x 12"deep > > POOL GRADE BEAM 3 0 o P-3 Q Q EL. +5.25' NAVD TOP OF PILE � GRADE BEAM MARK SIZE w x d 8" CONCRETE SIDE WALL w/ #4 REINFORCING @ 12" O.C. EACH WAY, v z m EACH FACE MIDDLE BAR EL. +2.83' NAVD 4P-3 TOP OF PILE 16" 1'-6" EL, +8.00' NAVD TOP OF PILE EL. +5.25' NAVD TOP OF PILE � GRADE BEAM MARK SIZE w x d SPA LONGITUDINAL REINFORCEMENT � I j I I I I v z m TOP MIDDLE BAR SPA DRAIN z m I 16" 1'-6" VARIES 4'-0" 4-#4 1'-6" 61 6"/12" O.C. 2 SHALLOW END SPA PB -2 18" x 18" I 6-#5 5-#5 LIGHT I I 2 MIDDLE OF POOL 3/P-2 I I I +-� -�- BENCH \ - - --i--1-- �I --------1---,-- 4/P-2 PB -4 12" x 40" 1 P-4 3-#4 3-#4 - -' w POOL LAYOUT 6' 9'-0" 6" 9'-0" 6" 7'-0" 6" J o SUNSHELF SPA PILE LAYOUT 1'-0" 8'-0" 11'-0" 6'-0" 27'-0" POOL ANCHOR PILE LAYOUT PLAN SCALE: 3/8" = 1'-0" I_ INDICATES 16"0 "AUGERCAST" I I CONCRETE ANCHOR PILE L --J GENERAL NOTES: 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFILL. 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND COMPACTED TO A DENSITY OF 95% OF OPTIMUM MODIFIED STANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE INSTALLED IN '12" LAYERS. 3) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE POOL, PLUMBING/PIPING, AND ELECTRICAL REQUIREMENTS. P 0 0 L C 0 N C R E T E G R A D E B E A M S C H E D U L_ E GRADE BEAM MARK SIZE w x d BEAM BTM ELEVATION (NAVD) LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES REMARKS SECT. N0. REF. BOTTOM TOP MIDDLE BAR SIZE SPACING TYPE PB -1 16" x 18" VARIES 4-#5 4-#4 - #3 6"/12" O.C. 2 SHALLOW END 2/P-2 PB -2 18" x 18" VARIES 6-#5 5-#5 - #3 6"/12" O.C. 2 MIDDLE OF POOL 3/P-2 PB -3 INTEGRAL VARIES 3-#5 - - - - 2 SOUTH END BENCH 4/P-2 PB -4 12" x 40" VARIES 3-#4 3-#4 - #3 12" O.C. 2 SUNSHELF TRANSITION 5/P-2 PB -5 INTEGRAL VARIES 3-#5 - - - - 2 SPA TRANSITION 1/P-4 PB -6 16" x 16" VARIES 4-#5 4-#4 - #3 12" O.C. 2 SUNSHELF SIDE WALLS 6/P-2 PB -7 12" x 12" +8.67' 3-#5 - - - - 2 SUNSHELF WEST WALL 7/P-2 CLEAR COVER SCHEDULE DESCRIPTION TOP BAR BOTTOM BAR POOL GRADE BEAMS 2" 3" r\ 4 E [d TYPICAL BEAM STIRRUP & TIE TYPES PROVIDE STD. 90° BENDS AT THE ENDS OF A[ L GRADE BEAM #5 TGI? REINFORCING STEEL 00 EL. +4.00' AVD TOP OF PIL 2 U)00 -4 )7 -.,EL. +5.25' NAVD TOP OF PILE POOL LAYOUT PILE LAYOUT 6" 6" CONCRETE POOL END WALL w/ #4 REINFORCING #3 STIRRUPS @ 6" O.C. @ 12" O.C. EACH WAY, 8" CONCRETE POOL SLAB FIRST 4'-0" EACH END, CENTERED w/ 1-#4 @ 8" O.C. THEN 12" O.C. AT MIDDLE #3 STIRRUPS @ 6" O.C. 8" CONCRETE POOL SLAB LONG DIRECTION, FIRST 3'-0 EACH END, TOP AND BOTTOM 1-#4 @ 12" O.C. 4-#4 TOP w/ 1-#4 @ 8" O.C. SHORT DIRECTION, THEN 12" O.C. AT MIDDLE LONG DIRECTION, TOP AND BOTTOM TOP AND BOTTOM 16"wide x 18"deep POOL GRADE BEAM w/ 4-#4 TOP 00 • 71 AND 4-#5 BOTTOM w/ 00 00 #3 STIRRUPS @ 6"/12" O.C. -I 18"wide x 18"deep POOL 1-#4 @ 12" O.C. GRADE BEAM w/ 5-#5 TOP • SHORT DIRECTION, AND 6-#5 BOTTOM w/ 4-#5 BOTTOM 1,_4„ TOP AND BOTTOM #3 STIRRUPS @ 6" O.C. 1'-6" 6-#5 BOTTOM FIRST 4'-0" EACH END, THEN 12" O.C. AT MIDDLE PB -2 PB -1 16 wide x 18"deep POOL GRADE BEAM 18"wide x 18"deep POOL GRADE BEAM PROVIDE STD. 90° BENDS r -I 2 SECTION AT THE ENDS OF ALL 3 J GRADE BEAM #5 TOP c ECT I O N P-2 SCALE: 3/4" = 1'-0" REINFORCING STEELP-2 SCALE: 3/4" = 1'-0" 8" CONCRETE SUNSHELF SLAB w/ 1-#4 @ 12" O.C., TOP AND BOTTOM, EACH WAY ADD #4 HORIZONTAL @ 12" O.C. AT INTERIOR o� 2'-0" FACE OF POOL xr #3 STIRRUPS - @ 12" O.C. #4 TOP w/ 90° STD 8" CONCRETE POOL SLAB MONOLITHIC CONCRETE BEND @ 12" O.C. w/ 1-#4 @ 8" O.C. LONG POOL BENCH w/ #4 8" CONCRETE POOL SLAB DIRECTION, TOP AND BOTTOM REINFORCING @ 12" O.C. w/ 1-#4 @ 8" O.C., LONG EACH WAY, EACH FACE DIRECTION TOP AND BOTTOM 12"wide x 40"fdeep POOL 1-#4 @ 12" O.C. ' GRADE BEAM "PB -4" w/ SHORT DIRECTION, INTEGRAL POOL GRADE ° 3-#4 TOP AND TOP AND BOTTOM BEAM. ADD 3-#5 BOTTOM 00 3-#4 BOTTOM @ 6" O.C. AT SOUTH WALL 3" CLEAR -- ; -- °0 1-#4 @ 12" O.C. PROVIDE STD. 90° BENDS SHORT DIRECTION, 24" LAP PB -3 AT THE ENDS OF ALL TOP AND BOTTOM PB -4 GRADE BEAM #5 TOP REINFORCING STEEL INTEGRAL GRADE BEAM AT POOL BENCH 12"wide x 40"±deep POOL GRADE BEAM K-4-NIII SECTION r5-,IIIIIII, SECTION P-2 SCALE: 3/4" = 1'-0"P-2 SCALE: 3/4" = 1'-0" -- ALL. -15.00' NAVD BOTTOM OF PILE TYPICAL 16" DIAMETER AUGERCAST CONCRETE ANCHOR PILE 1 ELEVATION P-2 SCALE: 3/8" = 1'-0" 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER 16"wide x 16"deep POOL 8" CONCRETE SUNSHELF SLAB GRADE BEAM "PB -6" : " w/ 1-#4 @ 12" O.C., TOP AND BOTTOM, EACH WAY w/ 4-#5 BOTTOM w/ STD 90° BEND EACH - 24" LAP END AND 4-#4 TOP 00 w/ STD 90° BEND EACH Q J I U . n . f 3" CL A 4-#5 BOTTOM #3 STIRRUPS 1'-4" @ 12" O.C. PB -6 16"wide x 16"deep POOL GRADE BEAM SECTION SCALE: 3/4" = 1'-0" 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER 8" CONCRETE SUNSHELF SLAB w/ 1-#4 @ 12" O.C., TOP AND BOTTOM, EACH WAY ~ 0 24" LAP 00 0 Q w 3-#5 BOTTOM 3 " fLA L M PB -7 e x 12"deep POOL GRAD BE 6--�IIIIIII,SECTION �-lSCALE: 3/4" = 1'-0" 12"wide x 12"deep POO GRADE BEAM "PB -7' w/ 3-#5x9'-6" BOTTO w/ STD 90° BEND EACH END 12"w id OFFICE COPY REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 zV) w Q H-wm� <—' L 0 J Nr" E �Q> 00 C) Uv .Jwor E �0 Z-0) ww N© U _j Lei p a� = co 05; 00 z_ O�00LL- 0 �z Q �o = U U V BEND OVER 7-#5 VERTICAL REINFORCING FPOM AUGERCAST CONCRETE ANCHOR Z PILE INTO MONOLITHIC N POOL SHELL ILLI V 1 h EL. VARIES ® LLJ TOP OF PILE U ---- 3pcs #3 TIES @ 3" O.C. LLj AT TOP OF PILE wo �o 16"0 "AUGERCAST" a z >w ---- CONCRETE ANCHOR a= I.y P!I-E w/ 7-#5x20'-0" N ---- OR 7-#5x25'-0" -H m U AND #3 TIES @ 12" O.C. of UJ ----S`E PLAN AND SECTIONS J _ FOR LENGTHS Q N 0 4-1 Q J _o 0 0 (0 I ---- V) ---- w Of PILE SECTION SCALE: 3/4" -- ALL. -15.00' NAVD BOTTOM OF PILE TYPICAL 16" DIAMETER AUGERCAST CONCRETE ANCHOR PILE 1 ELEVATION P-2 SCALE: 3/8" = 1'-0" 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER 16"wide x 16"deep POOL 8" CONCRETE SUNSHELF SLAB GRADE BEAM "PB -6" : " w/ 1-#4 @ 12" O.C., TOP AND BOTTOM, EACH WAY w/ 4-#5 BOTTOM w/ STD 90° BEND EACH - 24" LAP END AND 4-#4 TOP 00 w/ STD 90° BEND EACH Q J I U . n . f 3" CL A 4-#5 BOTTOM #3 STIRRUPS 1'-4" @ 12" O.C. PB -6 16"wide x 16"deep POOL GRADE BEAM SECTION SCALE: 3/4" = 1'-0" 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER 8" CONCRETE SUNSHELF SLAB w/ 1-#4 @ 12" O.C., TOP AND BOTTOM, EACH WAY ~ 0 24" LAP 00 0 Q w 3-#5 BOTTOM 3 " fLA L M PB -7 e x 12"deep POOL GRAD BE 6--�IIIIIII,SECTION �-lSCALE: 3/4" = 1'-0" 12"wide x 12"deep POO GRADE BEAM "PB -7' w/ 3-#5x9'-6" BOTTO w/ STD 90° BEND EACH END 12"w id OFFICE COPY REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 zV) w Q H-wm� <—' L 0 J Nr" E �Q> 00 C) Uv .Jwor E �0 Z-0) ww N© U _j Lei p a� = co 05; 00 z_ O�00LL- 0 �z Q �o = U U V Z _O U ILLI V 1 ® LLJ Z U Qz LLj Q wo �o D z >w 0 w a= I.y = U U Q Q Q w w m 0 m U � Q UJ Z �' Q J _ Q Z Q J 0 0 CIL CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 11/30/2018 SCALE 3/8" = 1'-0" JOB NO. E18-054 SHEET P 2 SHEET 2 OF 5 NORTH EL. +10.83' NAVD TOP OF COPING 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT STONE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER SLOPE BUILD UP PERIMETER WITH EXCAVATED EXISTING SAND FILL 10" BOND BEAM w/ 2—#4 CONTINUOUS AROUND — PERIMETER (TYPICAL) 6" CONCRETE POOL WALL w/—,/ -- #4 /--G#4 REINFORCING @ 12" O.C. EACH WAY, CENTERED EL. +5.00' NAVD TOP OF PILE 16"wide x 18"deep POOL GRADE BEAM w/ 4—#4 TOP AND 4—#5 BOTTOM w/ #3 STIRRUPS @ 6"/12" O.C. LOCATE ALL LAP SPLICES WITHIN THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7-#5 x 22'-0" LONG w/ #3 TIES @ 12" O.C. AT 20'-0" LONG PILE EL. —15.00' NAVD BOTTOM OF PILE WEST 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT STONE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER BUILD UP PERIMETER -SLOPE. WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE 10" BOND BEAM w/ 2—#4--,/ CONTINUOUS AROUND PERIMETER (TYPICAL) 8" CONCRETE SIDE WALL---- ADD ALL--- ADD 2—#5 BOTTOM AT---, WEST WALL SEGMENT EL. +3.83' NAVD rjk TOP OF PILE 3—#4 EACH WAY ABOVE PILE 2' -0"x2' -0"x0' -6"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 21'-0" LONG w/ #3 TIES @ 12" O.C. AT 18'-10" LONG PILE EL. —15.00' NAVDr6, BOTTOM OF PILE PROVIDE STD. 90` BENDS AT THE ENDS OF ALL GRADE BEAM #5 TOP REINFORCING STEEL 26'-0" EL. +10.83' NAVD TOP OF COPING CANTILEVERED STONE CANTILEVERED STONE COPING AS PER POOL COPING AS PER POOL MANUFACTURER/OWNER MANUFACTURER/OWNER WATERLINE TILE EL. +10.33' NAVD WATERLINE TILE (TYPICAL) WATER LINE W (TYPICAL) 8" CONCRETE POOL SLAB POOL BENCH " w/ 1—#4 @ 8" O.C. LONG - DIRECTION, TOP AND BOTTOM -H 0 co 1—#4 @ 12" O.C. SHORT i I DIRECTION, TOP AND BOTTOM EL. +4.33' NAVD BOTTOM OF POOL 00 3—#4 EACH WAY 00 ABOVE PILE _ = PB -3 - -- EL. +3.83' NAVD _ �� _ = DEEP WELL _ TOP OF PILE - - - DRAINS 18"wide x 18"deep POOL - 2' -0"x2' -0"x0' -6"d - - GRADE BEAM w/ 5—#5 TO - -- - PILE CAP AT SINGLE AND 6—#5 BOTTOM wl 4EL. +2.83' NAVD - PILE, SEE PLAN " TOP OF PILE FOR LOCATIONS #3 STIRRUPS @ 6O.C. - - - FIRST 4'-0" EACH END, 3pcs #3 TIES - - @ 3" O.C. AT THEN 12" O.C. AT MIDDLE - - _ TOP OF PILE - - - - PROVIDE STD. 90° BENDS AT THE ENDS OF ALL GRADE BEAM #5 TOP REINFORCING STEEL EL. -15.00' NAVD BOTTOM OF PILE LONGITUDINAL CROSS SECTION K-7'� SECTION P-3 SCALE: 3/8" == 1'-0" 141-0)) zC/,) — 0- . +10.83' NAVD EAST OIL EL. +10.83' NAVD P OF COPING TOP OF COPING Q Z� N EXPANSION JOINT w/ -CANTILEVERED STONE 0 TOMERIC SEALANT JE COPING AS PER POOL Uv Qw 6r, Om z— ONE FIELD PAVERS OVER MANUFACTURER/OWNER 0) MPACTED SAND BED. FINISH Q N0Lf BE DETERMINED BY OWNER -WATERLINE TILE EL. +1J.33' NAVD � � Y Q cnz Q BUILD UP PERIMETER(TYPICAL) o WATER LINE WITH EXCAVATED ^ �,J J U EXISTING SAND FILL Z Qw w m O 1%.j BEAM w/ 2—#4 _ 8" CONTINUOUS AROUND H -H U PERIMETER (TYPICAL) J Q ADD 2— 5 o BOTTOM AT 8" CONCRETE SIDE WALL w/ "' u EAST WALL 'n #4 REINFORCING @ 12" O.C. 24" EACH WAY, EACH FACE LAP __..I 8" CONCRETE POOL SLAB O w/ 1—#4 @ 8" O.C. LONG O DIRECTION, TOP AND BOTTOM, �0 AND 1—#4 @ 12" O.0 SHORT _ DIRECTION, TOP AND BOTTOM - - EL. +3.83' NAVD - 3pcs #3 TIES 18"wide x 18"deep - - TOP OF PILE @ 3" O.C. AT POOL GRADE BEAM - TOP OF PILE "PB -2'2 BEYOND - - LOCATE ALL LAP SPLICES WITHIN THE POOL SHELL SLAB. AVOID - _ LAP SPLICES WITHIN THE POOL SHELL WALLS. CROSS SECTION AT MID -DEPTH K --� SECTION P-3 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 21'-0" LONG w/ #3 TIES @ 12" O.C. AT 18'-10" LONG PILE ��L. —15.00' NAVD \lFBOTTOM OF PILE EL. —15.00' NAVD BOTTOM OF PILE SOUTH 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT STONE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER SLOPE BUILD UP PERIMETER WITH EXCAVATED i- `�j,, /,, j;' EXISTING SAND FILL `— EXISTING GRADE 10 BOND BEAM w/ 2—#4 CONTINUOUS AROUND PERIMETER (TYPICAL) �— MONOLITHIC CONCRETE POOL BENCH w/ #4 REINFORCING @ 12" O.C. EACH WAY, EACH FACE INTEGRAL POOL GRADE BEAM. ADD 3—#5 BOTTOM @ 6" O.C. AT SOUTH WALL k EL. +4.00' NAVD EL. +10.83' NAVD TOP OF CC.OING WEST CANTILEVERED STONE COPING AS PES' POOL MANUFACTURER/OWNER STONE FIELD PAVERS OVR COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER _ SLOPE BUILD UP PERIMETER WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE -w TOP OF PILE LOCATE ALL LAP SPLICES WITHIN THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 21'-0" LONG w/ #3 TIES @ 12" O.C. AT 19'-0" LONG PILE EL. —15.00' NAVD BOTTOM OF PILE 8'-0" SUNSHELF 10" BOND BEAM w/ 2—#4 CONTINUOUS AROUND PERIMETER #4 TOP w/ 90° STD BEND @ 12" O.C. 0 12"wide x 12"deep POOL PB -7 GRADE BEAM "P3-7" g" CONCRETE SUNSHELF SLAB w/ 3—#5x9'-6" BOTTOM w/ 1—#4 @ 12" O.C., w/ STD 90° BEND EEND TOP AND BOTTOM, EACH WAY EL. +5.00' NAVD TOP OF PILE 3—#4 EACH WAY ABOVE PILE 2' -0"x2' -0"x0' -6"d --� PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7-#5 x 22'-0" LONG w/ #3 TIES @ 12" O.C. AT 20'-0" LONG PILE PROVIDE STD. 90° BENDS AT THE ENDS OF ALL GRADE BEAM #5 TOP REINFORCING STEEL 16 )) 0 AUGERCAST CONCRETE PILE INSPECTION 1. PILES SHALL HAVE A MINIMUM DIAMETER OF 16" AND SHALL PROVIDE A MINIMUM SAFE BEARING CAPACITY OF 25 TONS, ALLOWABLE TENSION CAPACITY OF 9 TONS, AND LATERAL CAPACITY OF 6 TONS. 2, FORM THE CAST IN PLACE PILE BY DRILLING A HOLE IN THE GROUND WITH A HOLLOW STEM CONTINUOUS FLIGHT AUGER TO THE SPECIFIED TIP ELEVATION INDICATED ON THE PLAN. PUMP 5000 PSI CONCRETE GROUT DOWN THE AUGER STEM AND OUT THE TIP INTO THE CAVITY FORMED. AS THE AUGER IS SLOWLY WITHDRAWN, THE AUGER SHALL NOT BE PERMITTED TO ROTATE DURING THE WITHDRAWAL PROCESS, AND SHALL BE WITHDRAWN IN A STEADY, CONTINUOUS MOTION. CONCRETE GROUT PRESSURE SHALL BE MEASURED AND SHALL BE MAINTAINED AT AN ADEQUATE PRESSURE AT ALL TIMES TO OFFSET THE DEVELOPED HYDROSTATIC AND LATERAL EARTH PRESSURES. THE INSTALLED CONCRETE GROUT VOLUMES SHALL BE MEASURED TO VERIFY THAT THE VOLUME OF THE CONCRETE GROUT VOLUME INSTALLED IN EACH PILE IS EQUAL TO OR GREATER THAN THE CALCULATED VOLUME OF THE HOLE CREATED BY THE AUGER. IF THE INSTALLATION PROCESS OF ANY PILE IS INTERRUPTED OR LOSS OF CONCRETE PRESSURE OCCURS, THE PILE SHALL BE REDRILLED TO THE ORIGINAL DEPTH AND REFORMED. AUGERED PILES SHALL NOT BE INSTALLED WITHIN SIX PILE DIAMETERS, CENTER TO CENTER, OF AN ADJOINING PILE FILLED WITH CONCRETE GROUT LESS THAN 24 HOURS OLD. IF THE CONCRETE GROUT LEVEL OF A AUGERED PILE DROPS, THE PILE SHALL BE REJECTED AND REPLACED. 3. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. 4. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. 5. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLTION COMPLIES WITH THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGERED PILE WORK. 14'-0" POOL EL. +10.33' NAVD V WATER LINE 12"wide x 40"±deep POOL GRADE BEAM "PB -4" w/ 3—#4 TOP AND 3—#4 BOTTOM 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE ADD 2—#5 BOTTOM AT EAST WALL 16"wide x 18"deep POOL GRADE BEAM "PB -1" BEYOND EL. -15.00' NAVD BOTTOM OF PILE CROSS SECTION AT SHALLOW END AND SUNSHELF 3 SECTION P-3 +F EL. +10.83' NAVD EAST TOP OF COPING 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT STONE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER SLOPE_ BUILD UP PERIMETER WITH EXCAVATED EXISTING SAND FILL � 10 BOND BEAM w/ 2—#4 CONTINUOUS AROUND PERIMETER (TYPICAL) �-- 8" CONCRETE POOL SLAB W/ 1—#4 @ 8" O.C. LONG DIRECTION, TOP AND BOTTOM, AND 1—#4 @ 12" O.0 SHORT DIRECTION, TOP AND BOTTOM EL. +5.00' NAVD TOP OF PILE LOCATE ALL LAP SPLICES WITHIN THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7-#5 x 22'-0" LONG w/ #3 TIES @ 12" O.C. AT 20'-0" LONG PILE OFFICE COPY TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER 62B-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. THE SWIMMING POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC CHAPTER 62B-33,005(7) AND FEMA 55, CHAPTER 12.9.4. THE SWIMMING POOL HAS BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 6213-33.015(7). REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 U zC/,) — 0- w Q L j z c� �w �-i Q Z� N E �Q>=moo 0 QU Q ® Uv Qw 6r, Om z— E 0) =o o> X00 Q N0Lf Q O � � Y Q cnz Q zLL ww o Lv = U ^ �,J J U = U U Q 0 W Lv ® U z Q LU Q Z w� �o Q zLL ww Lv Q ^ �,J J L.[, Of = U U Q Z Qw w m O m" _ �FZ L0 z rnQ _O F U Z J Q LSI _1 0 \Q / __..I O O m CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 11 /30/2018 SCALE 3/8" = 1'-0" JOB NO. E18-054 SHEET SHEET 3 OF 5 EL. +10.83' NAVD zcn .w Q Wz 0 _0 o� 7'-4" W =)O O 00 COQ 0 U Qw a TOP OF COPING E WW 5V U _1 LTJ p p) @ N Wcnocn>, Z .� Q U EXPANSION JOINT w/ 6" 1'-6" LLl TILE SURFACE z U W �o O WEST ELASTOMERIC SEALANT z J W LL_ U 8" = U UQ Q W AT SPA OVERFLOW EAST o W m m U � r_I­__ Ln Q Q ALL BENCH 0.- J WALL SPA OVERFLOW \Q / STONE FIELD PAVERS OVER z EL. +10.33' NAVD Q 1'-6" 6" 0 COMPACTED SAND BED. FINISH 0 SPA WATER LINE n EL. +10.40' NAVD TO BE DETERMINED BY OWNER TOP OF SPA TILE BENCH AL -SLOPE SPA OL EL. +10.33' NAVD EL. +10.83' NAVD 1/2" EXPANSION JOINT w/ 'g• • ' • tib: .. TOP OF COPING ELASTOMERIC SEALANT Via,. .: • a. • • WATER LINECANTILEVERED STONE STONE FIELD PAVERS OVER 18" wide MONOLITHIC 8" COPING AS PER POOL COMPACTED SAND BED. FINISH \\ CONCRETE BENCH w/ - CONCRETE SPA WALL w / MANUFACTURER/OWNER TO BE DETERMINED BY OWNER #4 REINFORCING co I #4 VERITCAL @ 12 O.C. AND EL. +10.33' NAVD SLOPE " 10 BOND BEAM w/ 2-#4 @ 12" O.C. EACH _ #4 HORIZONTAL @ 12" O.C., WATERLINE TILE -- CONTINUOUS ON SIDES BENCH WAY, (TYPICAL) EACH FACE WATER LINE (TYPICAL) AND SHALLOW END WALL #4 HORIZONTAL @ 12" O.C. #4 HORIZONTAL @ 12" O.C. • -H o EACH FACE • I ( #4 VERTICAL @ 12" O.C. # 4 VERTICAL @ 12" O.C. 2 -0 ' " 5 -10 >> 8 EACH FACE " #4 EON I o LOCATE ALL LAP SPLICES I BENCH CONTINUOUS SIDES INTEGRAL SPA GRADE 'n WITHIN THE POOL SHELL AND SHALLOW END WALL BEAM. ADD 3-#5 BOTTOM EL. +6.33' NAVD 12" SLAB. AVOID LAP SPLICES AROUND PERIMETER. BOTTOM OF SPA LAP WITHIN THE SPA SHELL MONOLITHIC CONCRETE WALLS. LOCATE ALL LAP SPLICES WITHIN POOL BENCH w/ #4 8" CONCRETE POOL SLAB THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL REINFORCING @ 12" O.C. • � w/ 1-#4 @ 8" O.C.LONG SHELL WALLS. 2 -0 EACH WAY, EACH FACE DIRECTION, TOP AN BOTTOM 8" CONCRETE POOL SLAB EL. +5.25' NAVD 18" LAP 18 LAP 1-#4 @ 12" 0. SHORT w/ 1-#4 @ 8" O.C. LONG „ TOP OF PILE - 8" CONCRETE SPA SLAB DIRECTION, TOP . AND BOTTOM DIRECTION, TOP AND BOTTOM 1 -0 -------- w/ 1-#4 @ 12" O.C., 1-#4 @12" O.C. SHORT LAP INTEGRAL POOL GRADE 3-#4 EACH WAY ABOVE PILE - - --- EACH WAY, CENTERED PB -5 ;, DIRECTION, TOP AND BOTTOM BEAM. ADD 3-#5 BOTTOM -- @ 6 O.C. AT SOUTH WALL 2' -0"x2' -0"x1' -0"d PILE INTEGRAL POOL GRADE °c _ -_-__ CAP AT SINGLE PILE, BEAM "PB -5". ADD 3-#5 BOTTOM Oo �----�-- J SEE PLAN FOR LOCATIONS ------------@ 4" O.C. AT COMMON WALL y 3pcs #3 TIES @ 3" O.C. BEND OVER 7-#5 VERTICAL ___ ___ - DEEP WELL 24 LAP PB -3 AT TOP OF PILE REINFORCING FROM AUGERCAST DRAINS --- CONCRETE ANCHOR PILE INTO --- --- 16"0 "AUGERCAST" MONOLITHIC SPA SHELL CROSS SECTION AT POOL BENCH AT SOUTH END WALL CONCRETE ANCHOR PILE w/ SLAB AND BENCH 16"0 "AUGERCAST" - 7-#5 x 22'-0" LONG w/ CONCRETE ANCHOR 3 SEC TI ON #3 TIES @ 12" O.C. PILE BEYOND AT 20'-3" LONG PILE P-4 SCALE: 3/4" = 1'-0" EL. -15.00' NAVD BOTTOM OF PILE 3'-0" POOL DECK SOUTH 6 EL. +10.83' NAVD AL TOP OF COPING SLOPE EXISTING GRADE \\ BUILD UP PERIMETER OF DECK WITH EXCAVATED EXISTING SAND FILL , #4 VERTICAL @ 12" O.C. #4 HORIZONTAL @ 12" O.C. INTEGRAL SPA GRADE BEAM. ADD 3-#5 BOTTOM AROUND PERIMETER. EL. +5.25' NAVD TOP OF PILE 3-#4 EACH WAY ABOVE PILE — 2' -0"x2' -0"x1' -0"d PILE CAP 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 22'-0" LONG w/ #3 TIES @ 12" O.C. AT 20'-3" LONG PILE EL. -15.00' NAVD BOTTOM OF PILE 1'-6" BENCH BENCH 2'-0" CROSS SECTION THROUGH SPA 1 SECTION P-4 SCALE: 3/4" = 1'-0" 7' - O)> EL. +10.33' NAVD SPA WATER LINE nnA 18" wide MONOLI IC CONCRETE BENCH w/ #4 REINFORCING @ 12" O.C. EACH WAY, (TYPICAL) -H 0 4'-0" 12" LAP -- 8" CONCRETE SPA SLAB -- w/ 1—#4 @ 12" O.C., -- EACH WAY, CENTERED BEND OVER 7—#5 VERTICAL REINFORCING FROM AUGERCAST -- CONCRETE ANCHOR PILE INTO MONOLITHIC SPA SHELL SLAB AND BENCH 1'-6" BENCH BENCH CROSS SECTION THROUGH SPA r--� SECTION P-4 SCALE: 3/4" = 1'-0" 2'-0" hEL. +5.25' NAVD BOTTOM OF PILE 6" 1/2" EXPANSION JOINT w/ WAL ELASTOMERIC SEALANT NORTH STONE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER SLOPE 10" BOND BEAM w/ 2-#4 CONTINUOUS ON SIDES AND SHALLOW END WALL #4 VERTICAL @ 12" O.C. #4 HORIZONTAL @ 12" O.C. INTEGRAL SPA GRADE Z BEAM. ADD 3-#5 BOTTOM AROUND PERIMETER. EL. +5.25' NAVD TOP OF PILE � 3-#4 EACH WAY ABOVE PILE — 2' -0"x2' -0"x1' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE —16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7-#5 x 22'-0" LONG w/ #3 TIES @ 12" O.C. AT 20'-3" LONG PILE OIL EL. -15.00' NAVD BOTTOM OF PILE a BEND OVER 7-#5 'vERTICAL REINFORCING FROM "AUGERCAST" CONCRETE ANCHOR PILE INTO MONOLITHIC POOL S-IELL 8" CONCRETE POOL SLAB \-18"wide x 18"deep 3-#4 EACH WAY 2'-0"x2'-0" POOL GRADE BEAM ABOVE PILE PILE CAP 1'-0"± _ __ 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR PILE 1'-4" 2'-0" TYPICAL ANCHOR PILE CAP DETAIL 4 SECTION P-4 SCALE: 3/4" EAST ----------L------ MAINTAIN 2" ' CONCRETE COVER -------�--- -- -+----------I----- SOUTH AROUND OPENING I I ---- ,----------,------------------ I— ADD 4p c s #4 x 3'-o" I DIAGONALS AROUND DEEP TOP AND BOTTOM, I WELL DRAIN OPENING NORTH -SOUTH DIRECTION, - -- --L-- --- POOL SLAB REINFORCING I I I #4 @ 12" O.C. -L`---- --�--- ----*--------- TOP AND BOTTOM, NORTH EAST -WEST DIRECTION, DEEP WELL --------------- -- - POOL SLAB REINFORCING DRAIN EL. -6'-0" WEST (EL. +4.33' NAVD) DEEP WELL DRAIN OPENING REINFORCING r--� DETAIL P-4 SCALE: 3/4" OFFICE COPY REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 U zcn .w Q Wz 0 _0 o� W =)O O 00 COQ 0 U Qw a U,- U J m 6 r, E WW 5V U _1 LTJ p p) @ N Wcnocn>, Z .� Q U �z Q LLl = U z U W �o 0 Q w Z W Q U z LLl Q o z W �o O V) V / z J W LL_ U = U UQ Q W W o W m m U � r_I­__ Ln Q Q J I— Q 0.- J \Q / 0 z Q 0 0 n ii 3 b )z' CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL ka SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 11 /30/2018 SCALE 3/4" = 1'-0" JOB NO. E18-054 SHEET P-4 SHEET 4 OF 5 SUNSHELF 1'-0" I 1'-0" EL. +10.33' NAVD 8" CONCRETE SUNSHELF STEP STEP WATER LINE SLAB w/ 1-#4 @ 12" O.C., TOP AND BOTTOM, EACH WAY o • • W�NOL�4 I© POOL12"O CTEPS EACH WAY #4 TOP w/ 90° STD -� BEND @ 12" O.C. • #3 STIRRUPS @ 6" O.C. FIRST 2'-0 EACH END, THEN 12" O.C. AT MIDDLE E E 12"wide x 40"±deep POOL GRADE BEAM "PB -4" w/ '----------_-__. 3-#4 TOP AND • 3-#4 BOTTOM 3" CLE R 1'-0" IN PB -4 1-#4 @ 12" O.C. SHORT DIRECTION, TOP AND BOTTOM 8" CONCRETE POOL SLAB W/ 1-#4 ® 8" O.C., NEW FRANGIBLE, UN -REINFORCED 4"t CONCRETE PATIO SLAB w/ STONE FIELD PAVERS. FINISH SOUTH TO BE DETERMINED BY OWNER NORTH EL. +VARIES__ EDGE OF PATIO LONG DIRECTION, TOP AND BOTTOM 1-#4 VERTICAL DOWEL w/ MONOLITHIC POOL STEPS 1 SECTION P-5 SCALE: 3/4" = 1'-0" 1/2" EXPANSION JOINT w/ STONE FIELD PAVERS OVER ELASTOMERIC SEALANT COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER CANTILEVERED STONE COPING AS PER POOL BUILD UP PERIMETER OF MANUFACTURER/OWNER DECK WITH EXCAVATED EXISTING SAND FILL EL. +10.83' NAVD gk WATER LINE ` EL. +10.33' NAVD 6" WATERLINE o TILE `�"- 10" BOND BEAM w/ 2-#4 #4 HORIZONTAL CONTINUOUS AROUND @ 12" O.C., PEREMETER (TYPICAL) CENTERED #4 VERTICAL • @ 12" O.C., CENTERED 6" TYPICAL COPINGZEDGE DETAIL r--� SECTION P-5 SCALE: 3/4" = 1'-0" r -STABILIZED SUBGRADE, NON -PLASTIC, INORGANIC, EXISTING EXCAVATED GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 95% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) POOL DECK CONCRETE FIELD PAVERS r---� DETAIL P-5 SCALE: 3/4" = 1'-0" STONE FIELD PAVERS. FINISH TO BE DETERMINED BY OWNER DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE SAWCUT FRANGIBLE, UN -REINFORCED, CONCRETE POOL DECK SLAB ON GRADE ON A 5'-6" x 5'-6" GRID MONUMENT R044 w- �o o (MAXIMUM) SLOPE 8"x8" CMU BOND BEAM w/ 1-#4 x 3'-6" AT END WALL 4 COARSES MAXIMUM 8" CMU "BREAK -AWAY" WALL w/ 1-#4 VERTICAL @ 32" O.C. STD 90° BEND INTO FOOTING @ 32" O.C. FILL STUCCO FINISH AS PER 36" CELLS SOLID w/ CONCRETE ARCHITECTURAL PLANS OO • 6" 1,-4„ 8"x16" CONCRETE FOOTING BREAK -AWAY w/ 2-#4 x 5'-0" #4 DOWEL "BREAK—AWAY" REPLACEMENT PATIO SLAB NOTE: PROVIDE KEYWAY CONSTRUCTION JOINT IN REPLACMENT PATIO WALL FOOTING @ 5'-4" O.C. 6" LAYER SAND BASE COMPACTED TO A DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) BUILD UP PERIMETER OF DECK WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE NEW FRANGIBLE, UN -REINFORCED 4"t CONCRETE PATIO SLAB. FINISH TO BE DETERMINED BY OWNER. BUILD UP ELEVATED PATIO WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE STABILIZED SUBGRADE, NON -PLASTIC, INORGANIC, EXISTING EXCAVATED GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 95% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) FRANGIBLE CONCRETE ELEVATED PATIO rT-� DETAIL P-5 SCALE: 3/4" = 1'-0" NOTE: SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT. ARRANGE SAWCUTS TO CREATE APPROXIMATELY 5'-6” x 6'-6" PATTERN OVER THE ENTIRE PATIO SLAB. EXISTING -H GRADE o 5 SECTION NOTE: P-5 SCALE: 3/8" = 1'-0" INSTALL BREAK -AWAY WALL IN 5'-4" LONG SEGMENTS. 1---=------ L ---------- 4'-0" ALUMINUM FENCE r--� SECTION P-5 SCALE: 3/8" 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT NOTE: EL. +12.75' NAVD WATERPROOFING AND TOP OF PATIO FLASHING DESIGNED NEW FRANGIBLE, UN --REINFORCED BY OTHERS 4"t CONCRETE PATIO SLAB w/ STONE FIELD PAVERS. FINISH TO BE DETERMINED '[D'T' OWNER EL. +12.60' NAVD WEST EDGE OF PATIO 3 RISERS @ 73/4" = 231/4" EAST 1-#4x5'-0" TOP AT EACH EXISTING STEWMWALL STEPS -TO -GRADE SEGMENT. FRAMING 1-#4x22" @ 12" O.C.HALL BE 25 TONS. STONE FIELD PAVERS OVER EL. +10.67 NAVD COMPACTED SAND BED. FINISH REINFORCED CONCRETE • - TOP OF DECK DRAIN TO BE DETERMINED BY OWNER i\� SLOPE 8„x8„ CMU BOND BE w/ 1-#4 x 5'-0' 36" 6" BREAK -AWAY #4 DOWEL -EXTRUDED ALUMINUM S STRUCTURAL NOTES: TOP RAIL DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE -ARCHITECTURAL DETAIL 2017 FLORIDA BUILDING CODE. AS PER OWNER DEP DESIGN CRITERIA: -1" SQUARE PICKETS DUVAL COUNTY Q @ 5" O.C. MONUMENT R044 w- �o o 3" SQUARE POSTS 100 YEAR STORM ELEVATION +17.4' NGVD (16.3' NAVD) @ 6'-0" O.C. WAVE CREST HT. L 1 "x2" BOTTOM RAIL 100 YEAR STORM DESIGN + 5.5' NGVD (4.4' NAVD) cr GRADE O 16" DIA. LIMEROCK BASE LIVE LOADS: COMPACTED TO A DENSITY UNIFORM LIVE LOADS: OF AT LEAST 95% OF THE POOL DECK SLABS/COPING 40 PSF z MODIFIED PROCTOR MAXIMUM Q 0 DRY DENSITY (ASTM D 1537) ALLOWABLE UNIT STRESSES f"- Q CONCRETE: (PER ACI 318) U STABILIZED SUBGRADE, CONCRETE: L NON -PLASTIC, INORGANIC, SLAB ON GRADE f'c = 3000 PSI GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST STRUCTURAL POOL SHELL SLABS f'c = 5000 PSI 95% OF THE PROCTOR MAXIMUM STRUCTURAL POOL SHELL WALLS f'c = 5000 PSI DRY DENSITY (ASTM D 1537) AUGERCAST CONCRETE ANCHOR PILE f'c = 5000 PSI CONCRETE PILE CAPS f'c = 5000 PSI CONCRETE GRADE BEAMS f'c = 5000 PSI CONCRETE MAXIMUM WATER CEMENT RATIO: STRUCTURAL POOL SHELL SLABS AND WALLS 0.42 CONCRETE PILE CAPS AND GRADE BEAMS 0.42 AUGERCAST ANCHOR PILE 0.46 SLAB ON GRADE 0.52 ALL POOL SHELL WALLS, SLABS, GRADE BEAMS, AND PILE CAPS SHALL CONTAIN "PREVENT -C" SHRINKAGE REDUCING ADMIXTURE AS MANUFACTURED BY VITRO MINERALS. THE DESIGN MIX SHALL BE PROPORTIONED TO BE COMPATABLE WITH THIS ADMIXTURE WITH RESPECT TO CEMENT CONTENT, AIR CONTENT, OTHER ADMIXTURES, ETC. MAXIMUM WATER -CEMENT RATIO SHALL BE 0.042. REINFORCMENT: ASTM A615 - GRADE 60 WELDED WIRE FABRIC ASTM A185 SOIL BEARING PRESSURE: 2000 PSF "AUGERCAST" CONCRETE ANCHOR PILES 1) MINIMUM 16" DIAMETER 2) MINIMUM EL. -15.00' NAVD TIP ELEVATION 3) LENGTH VARIES 17'-10" to 23'-0"± 4) REINFORCE w/ 7-#5 x 20'-0" OR 7-#5-25'-0" AND #3 TIES AT 12" O.C. 5) CONCRETE f'c = 5000 PSI 6) PILE CAPACITY 10" 00 7.• 1-#4 VERTICAL DOWEL w/ 1'-4" STD 90` BEND INTO FOOTING @ 32" O.C. FILL CELLS SOLID w/ CONCRETE NOTE: PROVIDE KEYWAY CONSTRUCTION JOINT IN REPLACMENT PATIO WALL FOOTING @ 5'-4" O.C. �-10"wx12"d CONCRTETE THICKENED EDGE w/ 1-#4x5'-0" BOTTOM AT EACH "BREAK -AWAY" STEPS -TO -GRADE SEGMENT. 4 COARSES MAXIMUM 8" CMU "BREAK -AWAY" WALL w/ 1-#4 VERTICAL @ 32" O.C. 8"x16" CONCRETE FOOTING w/ 2-#4 x 5'-0" NOTE: INSTALL STEPS -TO -GRADE IN 5-4" LONG SEGMENTS. SAWCUT AT 5'-4" O.C. "BREAK—AWAY" REPLACEMENT PATIO AND STEPS—TO—GRADE 7 SECTION P-5 SCALE: 3/4" = 1'-0" ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LAT, -ST EDITION OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: SLABS ON GRADE CENTERED STRUCTURAL POOL SHELL 2 AUGERCAST ANCHOR PILE 3" ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. SUPPLEMENTARY NOTES VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. OFFICE COPY REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 U zV) - Q:� .w Q wz o = u I -w Q zw0E �Q>=�o 0 U0 aw o� ° � om z- n­ ww N@ ULJ cr) —1 Lj p N U _(� > X00 a z O J --I-o U I— =)Y C/')z Q 0 = U U V) L l0000 z I 0 0 I CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 11/30/2018 SCALE 3/4" = 1'-0" JOB NO. E18-054 SHEET P 5 SHEET 5 OF 5 Z Lj Q U ^z (f) L Q 0I`-) w- �o o cn z > LL- iF F— L Q_ L cr =U UQ O Q w wm 0 my r- I - r z z Q 0 -� f"- Q U � L I 0 0 I CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 11/30/2018 SCALE 3/4" = 1'-0" JOB NO. E18-054 SHEET P 5 SHEET 5 OF 5