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1957 BEACH AVE- POOL DRAWINGSoppos "R-42 D.E.P. MONUMENT No. 72-81-A16 NORTHING=2188086.0 EASTING-373890.3 fa ! �I � I I I AN POINT I ' OPPC RTE R-43 ' 1 I � 1 , 1 1 1 62.6' �( I I 1 �F I I PLAN ° i I I � I ,0245• ' 1 1 2- STORY STUCCO _ _ .. POOL EN - D> _ I I RESIDCE N0. 11973, 1975 � - - - >E I I & 1977 I 1 1 1 I I 11 I 100.39• Qy i I --J C PLANTER 1 II BOX 1 62.6• ud 1 60.66• ' 1 ------------ I I 1 I 1 I I I 11 I I 1 1 I I I I 11 I I I ; I� ;m IP I .7 I A Ito I I�8 I 1 I� C 0 ►� �0 Iz IZ LOT 60 i o to Im I r m I Im 37287 I EXISTING RESIDENCE TOP OF SLAB EL. +22.18' NAVD ' I I ' N 2 STORY FRAME ; COASTAL CONSTRUCTION r IRES EN CE N0. 1963 WOOD DECK PROPOSED REPLACEMENT I DECK ' CONTROL LINE I I LOT 59 ; 37.2' � -PROPOSED NEW 31.98' SPA ; FWND 1/2' IRON PIPE, ;�. STEPS PROPOSED NEWEASTING-530639.954 I1E 1650$(f7EL0141+2- LLLIMP PWTSWIMMING POOL 00"E ry13�16520' STAB I 70 x FWND 1/2 -IRON m s PIPE, NO CAP 11.J �1. BENCHMARK: `'m, ON ; A/C PADS �i 06 R� 4 p 0. r FOUND MAGNAIL & DISK, LB3672 'F0.4' �' 51 {P •.6. 0 `' G1 '-< EAST EDGE OF PAVEMENT OF ' N BEACH AVENUE O 1 1 7 iM 8 2.2 - ELEVATION -25.74 (NAVD 88) 1 PCr / cn n _ a n Ui IN r %/r�A1'"oo f i I m = L' Nl I �� I r' �E Y gA�t' ' / I = = POOL to -I y dp 1 I a N E'.,NO 7rr X a POOL m r� rDECK .9 x 6;;E11�1rq I -TT s `� ,�.,�« � v 2 Z OI � 1 26' .7 ,,* r- r rr0 a: • I O Of l I''s 35.0 -1 1 1 O24 STEPSrTj 25.14 _ _ M1 ry0. •.�%' $ m 1 n 25.08 A 390170 00 W 16 .86 •� v FOUND 1/2- IRON PIPE, ( ) ,•J 0.7 1 S893fi 23 W 165.17' IRON 70 IRON NO CAP I t------- NORTHING-2187140. 435 _._..........._.....NORTHING-2187140.435 I j EASTING-530642.479 I ' 65.11• �I 1 PROPOSED NEW CONSTRUCTION SEASONAL HIGH WATER SILT FENCE AROUND LINE ELEVATION 9.7 FEET PERIMETER OF SITE NAVD (1988) EXISTING GRADE L T 57 I' TO REMAIN PAVERS ON "AS -IS" PROPOSED MONUMENT NUMBERS 72-81-A16 AND 72-81-A17 PER THE COASTAL CONSTRUCTION X 17.1 1 LO 9.9 x , x 8.9 DUNE GRASSES CONTROL LINE FOR DUVAL COUNTY, FLORIDA, BASED ON GPS I Ld 11.4 x 10.0 I 1� x 8.4 3. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS 1� \ RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL --- , COUNTY, RECORDED JULY 21, 1992. SSEETTITAMCK E I DIS GRASSIES 1 ELEVATION 1 ( A NOTES: I 3 STORY STUCCO NII ' 1. THIS IS A TOPOGRAPHIC SURVEY. 2. BEARINGS BASED ON A I �$ RESIDENCE NO. 1951 L T 57 I' CALCULATED LINE BETWEEN DEPARTMENT OF NATURAL RESOURCES PAVERS ON SAN BED PROPOSED MONUMENT NUMBERS 72-81-A16 AND 72-81-A17 PER THE COASTAL CONSTRUCTION SILT FENCE N t CONTROL LINE FOR DUVAL COUNTY, FLORIDA, BASED ON GPS Ld OBSERVATIONS. 3. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS 70.9 I RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL --- -- N -�I ------ ----- -- __ __� �I COUNTY, RECORDED JULY 21, 1992. >i 4. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, I -' PAGES 59, 59A & 59B OF THE CURRENT PUBLIC RECORDS OF 76'-10"t I OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINE' � SEAWARD DISTANCE FOR PRIVATE LANDS IN SAID COUNTY.IREPLACEMENT W I DECK 1 5. BENCHMARK USED, FOUND MAGNAIL IN ASPHALT AT 0 111'-3"t °' Q RESIDENCE NO. 1927 BEACH AVENUE. ELEVATION=20.85 (NAVDI g' SEAWARD DISTANCE OF NEW PO LOT 56 1988). II 1 6. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS I 1 OF NEW POOLIDECK ' BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF ' �1 SEAWARD DISTANCE 1 132'-0"f 1 ' DUVAL COUNTY, FLORIDA. cl m DISTANCE OF RELOCA ED FILL 1 CCCL DENOTES COASTAL CONSTRUCTION CONTROL LINE. -- _ _ S�WpRD 1 ------�'!o-'�--- 7. USING EXTENDED DATUM FOR TIDE STATION 872-0291 FROM "LABINS.ORG" DISTANCE OF C NSTI�UCTION SIL rocs--- ---- THE DATABASE RESULTS IN A MEAN HIGH WATER I of W SEAWARD 1 194'-10"f ELEVATION OF 2.10 N.A.V.D.(1988) AND A MEAN LOVJ WATER I I 1 DISTANCE QF VEGETATION LINE I ELEVATION OF -2.97 N.A.V.D.(1988). g SEAWARD _ 8. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATUTES CHAPTER "SEASONAL OF SEAOONAL HIGH WATER LINE 161.053 (6)(a)2: HIGH-WATER i �� SEAWARD DISTANCE LINE" MEANS THE LINE FORMED BY THE INTERSECTION OF THE $ RISING SHORE AND THE ELEVATION OF 150 PERCEN 1` OF THE I I LOCAL MEAN TIDAL RANGE ABOVE LOCAL MEAN HIGH WATER. 1 1 2.10 + (1.5 X 5.07') = 9.7 (NAVD 1988) ' 9. NO DUiLDING RESTRICTION LINES PER PLAT, THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONES "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AND FLOOD I ZONE "AO" (DEPTH 2') AS WELL AS CAN BE DETERHiNED FROM1� ' * - THE FLOOD INSURANCE RATE MAP No. 12031 CO407H, REVISED I 10396 3 STORYIFRAME JUNE 31 2013 FOR DUVAL COUNTY, FLORIDA. I RESIDENCE (). 1937 127.82'--T COASTAL CONSTRUCT10 1 I CONTROL LIN ' I I 1 10232--�- I -- R m �ID q1i 6�. GLE OPPOSITE R7 O µ I'10� D.E.P. MONUMENT No. 72-81-A17 NORTHING -2186046.2 I EASTING=373902.1 Iz m I ® ■ m ■ X11.1 11.o 4cZ� '2'IRON 1 CAP X 8.4 -PROPOSED REL CATED FILL RE -SOD AREAS FILLED W 11A EXCAVATED SA D PROPOSED NEW POOL PAVERS ON SAN BED PROPOSED NEW ONSTRUCTION SILT FENCE ARO ND PERIMETER OF SI 411'-0"f IA�DISTANCEN HIGH WATER LINE WARD DISTANCRO "0" WATER LINE 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. �- VEGETATION MEAN HIGH WATER8 "0" WATER LINE LINE ELEVATION 2.10 FEET LINE NAVD (1988) x 2.6 x x4.7 x5.0 x39 x0.1 o.s x 6.9 x1s • X 5.8 7.8 x&7 I I 1 X5.7 X4.6 X4.9 X4.3 x 2.Itl X1.5 x 0.7 xo.z ' � I I �I I EXI TING GRADE TO EMAIN "AS' Of I X 6.6 x4.4 x 0.6 0 1 x5.6 x5.0 x2.7 x1.5 �. - VEGETATION MEAN HIGH WATER "0" WATER I LINE LINE ELEVATION 2.10 FEET LINE NAVD (1988) I SCALE: 1 " = 30' PROPOSED GRADING -- 12 EXISTING GRADE x12.5 EXISTING SPOT ELEVATION NOTE: ALL REFERENCED DIMENSIONS FROM THE DEP CCCL LINE TO THE NEW RESIDENTIAL POOL STRUCTURE AND POOL DECK ARE TAKEN FROM THE CENTERLINE OF THE SUBJECT PROPERTY p 1A 20 3,0 SCALE: 1" = 30' 1 t, TO THE BEST OF THE ENGINEER'S KNIWLEDGE AND BELIEF THESE SWIMMING POOL DESIGN PLA AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS E STABLISHED IN CHAPTER 628-33, FLORIDA ADMINISTRATIVE COI E. THESE DESIGN PLANS AND SPECIFIC IONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ES ABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAI CONSTRUCTION MANUAL AND APPENDIX L TO THE FEMA 55, COAST CONSTUCTION MANUAL. THE SWIMMING POOL HAS BEEN DESI NED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLING DURING A COASTAL STORM EVENT AS REQUIRED BY FAC CHAPTE 62B-33.005(7) AND FEMA 55, CHAPTER 12.9.4. THE SWIMMING POOL HAS BEEN DESI NED AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH F C CHAPTER 62B-33.005(7), REVISIONS BY DEP PERMIT ISSUE 11/30/18 CCK (A� Ods :D U) U zC/) LLj LLJ Q LJ_f Z p 0 77 W D -i O < J Ld� oNo� E �Q>Elf <=coo U Uv Jwor-, E DOmz�a�, wW NQ CD =UO>�OL) � Z O OZ L,_) 0� c',I) U Y Cn z a �U U �f. ip�. CHRISTOPHER C. KATHE FL P.E. 36320 FLORIDA RAISED SEAL SIGNED IN BLUE INK UKHVVIV CCK CHECKED CCK DATE 11/30/2018 SCALE 1" = 30'-0" JOB NO. E18-054 SHEET - SHEET 1 OF 2 LLj (A� Ods :D U) Ld Q LL1 7 O > - Q =U Q I..L_ U Qw m W ®m w U I-- f--- 0 _ °' Q J I- Q z Q`` W F c i �f. ip�. CHRISTOPHER C. KATHE FL P.E. 36320 FLORIDA RAISED SEAL SIGNED IN BLUE INK UKHVVIV CCK CHECKED CCK DATE 11/30/2018 SCALE 1" = 30'-0" JOB NO. E18-054 SHEET - SHEET 1 OF 2 30.0' 25.0' 20.0' 15.0' 10.0' 5.0' 0.0' NAVD I I w I I f Zi �I = 10.9 � Z W Z J = 4.8 U � TOTAL EXCAVATION FROM PILE Ld H I w 0 Zlz = 101.1 Q CL O I of J 01 CI JI a 0 C7 �I w AROUND THE PERIMETER OF THE NEW VI� Q 00 Z z �I I W IU = 71.0 CYDS TOTAL EXCAVATION FROM SPA = 10.9 Ifol —u ZL I TOTAL EXCAVATION FROM SUNSHELF = 4.8 CYDS TOTAL EXCAVATION FROM PILE = 14.1 SEAWARD DISTANCE OF "0" WATER LINE TOTAL EXCAVATION = 101.1 CYDS NET EXCAVATED FILL USED AS SITE I of of APPENDIX L TO THE FEMA 55, COASTAL CC ISTUCTION Z JI I NOT TO INCREA.3E THE RISK ALL EXCAVATED EXISTING SAND MATERIAL SHALL BE RELOCATED AROUND THE PERIMETER OF THE NEW of ole z EXCESS EXCAVATED EXISTING SAND MATERIAL I W W N W W -� _J W F- _J N W Z Z I W Qcn Z QO Z Q Z w Q Z (n Q wIZ N— 0 Ld w w NIO� ( IQ c l NIo NI00 w -' O �z �j= O J O O Q 0 a W w Q Q WIJ F -0:f 0000 IU U O U 0 �F IQIW �F- a~ Q ZIH- �I� �I � ILLJ I FW- 0 0 LuN W > OI < (n Q 'y Q Q Q Z 10 S CL w X V) I w W W 0 Z W (n W I.., (n O W O cn U �- Q 1= W Q I O CL Q 2 I I I I I ' I JtA1NAKU UIJ I AINUL Ur MEAN HIGH WATER LINE ' I i + 266'-t)"f I I SEAWARD DISTANCE OF VEGETATION LINE 194'-0"f SEAWARD DISTANCE OF SEAS61 Al HIGH WAITER LIINI I I 139'-0»t 1 I I SEAWARD DISTANCE OF CONSTRUCTION SIT FEIICE 132'-0"f I I I SEAWARD DISTANCE OF R�LOCATED FILL I I I I I I 124'-7"f SEAWARD DISTANCE OF NEW OOL DECK _ 1111-3" ± I I I SEAWARD DISTANCE OF NEW POOL AND SPA 1 I I I 76'-10"f SEAWARD DISTANCE OF PROPOSED REPLACEMENT DECK] " ' I 76-10f I I I SEAWARD DISTANCE OF NOTE: EXISTING HOUSE ALL REFERENCED DiMEi�SIONS FROM THE DEP CCCL LINE TO THE NEW i I EXISTING TWO 1I I I I RESIDENTIAL POOL STRICTURE AND POOL DECK ARE TAKEN FROM THE I ST01RY REtIDENCE I I I CENTERLINE OF THE SUBJECT I ! I I I I PROPERTY I EXCAVATION QUANTITIES: TOTAL EXCAVATION FROM POOL = 71.0 CYDS TOTAL EXCAVATION FROM SPA = 10.9 Ifol —u ZL I TOTAL EXCAVATION FROM SUNSHELF = 4.8 CYDS TOTAL EXCAVATION FROM PILE = 14.1 SEAWARD DISTANCE OF "0" WATER LINE TOTAL EXCAVATION = 101.1 CYDS NET EXCAVATED FILL USED AS SITE _ +101.1 I 411'-0"f _ I I I I I ' I JtA1NAKU UIJ I AINUL Ur MEAN HIGH WATER LINE ' I i + 266'-t)"f I I SEAWARD DISTANCE OF VEGETATION LINE 194'-0"f SEAWARD DISTANCE OF SEAS61 Al HIGH WAITER LIINI I I 139'-0»t 1 I I SEAWARD DISTANCE OF CONSTRUCTION SIT FEIICE 132'-0"f I I I SEAWARD DISTANCE OF R�LOCATED FILL I I I I I I 124'-7"f SEAWARD DISTANCE OF NEW OOL DECK _ 1111-3" ± I I I SEAWARD DISTANCE OF NEW POOL AND SPA 1 I I I 76'-10"f SEAWARD DISTANCE OF PROPOSED REPLACEMENT DECK] " ' I 76-10f I I I SEAWARD DISTANCE OF NOTE: EXISTING HOUSE ALL REFERENCED DiMEi�SIONS FROM THE DEP CCCL LINE TO THE NEW i I EXISTING TWO 1I I I I RESIDENTIAL POOL STRICTURE AND POOL DECK ARE TAKEN FROM THE I ST01RY REtIDENCE I I I CENTERLINE OF THE SUBJECT I ! I I I I PROPERTY I EXCAVATION QUANTITIES: TOTAL EXCAVATION FROM POOL = 71.0 CYDS TOTAL EXCAVATION FROM SPA = 10.9 CYDS TOTAL EXCAVATION FROM SUNSHELF = 4.8 CYDS TOTAL EXCAVATION FROM PILE = 14.1 CYDS TOTAL EXCAVATION = 101.1 CYDS NET EXCAVATED FILL USED AS SITE _ +101.1 CYDS FILL SEAWARD OF CCCL APPENDIX L TO THE FEMA 55, COASTAL CC ISTUCTION MAN JAL, EXCAVATION NOTES: THE SWIMMING POOL HAS BEEN DESIGNE NOT TO INCREA.3E THE RISK ALL EXCAVATED EXISTING SAND MATERIAL SHALL BE RELOCATED AROUND THE PERIMETER OF THE NEW POOL SHELL AND UTILIZED AS BACKFILL MATERIAL AROUND THE POOL AND POOL DECK. ALL EXCESS EXCAVATED EXISTING SAND MATERIAL SHALL BE PLACED SEAWARD OF THE EXISTING TWO STORY HOUSE AS REQUIRED. ALL RELOCATED FILL MATERIAL SHALL BE DEP APPROVED CLEAN, WELL COMPACTED, SAND MATERIAL. Q SITE PROFILE- SCALE: 1 " = 30' (HORIZONTAL) (VERTICAL SCALE EXAGERATED) a w aw m— X OW QIP ALL ELEVATIONS AS SHOWN HEREON BASED ON NAVD 1988 DATUM 30.0' D 25.0' 20.0' z 15.0' n O 10.0' 71 5.0' D z 0.0' NAVD TO THE BEST OF THE ENGINEER'S KNOWL j)GE AND BELIEF, REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 U zcf) —m W W Q wz o = CD Z WO i—W:-'0 � Q J �o �< >w _ �o 0 Q Q r) U0 aW or; E �0mo) r WW N W 0 �i w�� z CD 00 n'o0 z0 z -1—v — 011 U U�C/) Y z Q 5-0 = U U THESE SWIMMING POOL DESIGN PLANS Al'SPECIFICATIONS ARE IN LJz COMPLIANCE WITH THE STANDARDS ESTA LISHED IN CHAPTER —J 6213-33, FLORIDA ADMINISTRATIVE CODE. Q L� THESE DESIGN PLANS AND SPECIFICATIOIN 3 ARE IN COMPL'ANCE WITH ® THE STANDARDS AND GUIDELINES ESTABL SHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL CO STRUCTION MANUAL AND CL= L APPENDIX L TO THE FEMA 55, COASTAL CC ISTUCTION MAN JAL, THE SWIMMING POOL HAS BEEN DESIGNE NOT TO INCREA.3E THE RISK LtJ OF DAMAGE TO ADJACENT DWELLINGS DU ZING A COASTAL STORM F— EVENT AS REQUIRED BY FAC CHAPTER 62 33.005(7) AND FEMA 55, ._ c' / CHAPTER 12.9.4. rn Q J THE SWIMMING POOL HAS BEEN DESIGNEI AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FAC CIIHAPTER 628-33.015171. REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 U zcf) —m W W Q wz o = CD Z WO i—W:-'0 � Q J �o �< >w _ �o 0 Q Q r) U0 aW or; E �0mo) r WW N W 0 �i w�� z CD 00 n'o0 z0 z -1—v — 011 U U�C/) Y z Q 5-0 = U U 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 LJz —J LjJ Q L� C� W � ® v ,W z O z J L� L,J Q = CL= L U U Q Q W W m LtJ O mv F— T L0 Z z ._ c' / %1 Z rn Q J Q Q 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 il-00 0-;a Ig- r l PROPOSED NEW 1 Z 0 i D CONSTRUCTION � (f) SILT FENCE AROUND ; O PERIMETER OF SITE r ' m N90 °00'00"E 165.20' FOUND 1 /2" ' Z I � S89 5539 "E 165.02' (FIELD) IRON PIPE, NO CAP ; m --------------- 1.3 x I x 12.6 ., I ` X X X X X X )< 1 X X X o x i 4' WOOD FENCE ---------- x -- X----- ,X 1 co I 7 I— x- X X X X X 2" SELL PUMP 7 / p, X X 1 4" CLEAN OUT ' , 3.0 LIFT STATIC TATI N NES, POOL r L. + 0.58 NAVD EL. +10.83 NAVD EL. +10.75' NAVD e EQgIPP\ENT TO DECK TOP OF P00 EDGE OF DECK 10 0 ' x6.4' DRAIN COPIf�iG SOEP 10.0 x EL. +10.75 NAVD ' 0 ALARIMBox I X�� EDGE OF DECK i --- - Cl�� EL. +10.83' NAVD O �,,-� PROPOSED RELOCATION TOP OF POOL , fEL.f+12.75' NAV¢ I 5 I FS —I�— - - - � - -- ---- -`- -`T' ,�}, COPING �! OF SITE FILL SEAWARD 0 fe f/ TOP OF P. 10 P _ I f i �___ ____, \ j __________________ _____ ____ I THE COASTAL CONST' UCI�MON 3 - - CONTROL LINE ;I 6„ L_-- 13>_0„.. EL. +10.67 NAVD X 11 / SAWCUI�_J IN - I ` I - I EDGE OF DECK /. r +12.60' N :VD I I I i , EDGE OF ATIO _ 'E 9 -6 SUNSHEL R o S MONOLITHIC TE n,h POOL STEPS L. +10.67 VD _ � X � I- e� ; ' TOP, -6F DECK SAWCU J IN DRAIN_------ J i I_f ---------------------------- ----- _ . _ -� ' J e EXlSTITWO-STORY j f�-i I EL. +10.50' NAVD 1O NG I _ , _ J ----------------------------- ------L I `,, EDGE OF DECK ' ' TIMBER FRAMEDX ! 1 ° / RESIDENCE ' I I 16 -10 '' I 14 -0 I 13'-4 u1i r Poo 6 c O "I POOL i 1 / FINISH FLOOR ELEVATION= x� _I- - t/ 9.2� / 17,-6” o LIGHT POOL o x 14'-0" o �, v) �, I -p / X22.18 (NAVD 1988) r I SAWCUTI J INT _N I POOL DEPTH 9.6 X O r ' _ VARIES I NEW POOL 9.9 x ; I� ,.. NEW POOL' ' �,� DECK h x z _ o / I 3 -6 TO 6'- 0 t 6 , DECK �,. I I I STONE FIELD PA RS _ _.__ ---------------------------- ----- O �I __ O / 1 OVER COMPACTED ANDS �--� X Z z � ;p EL. -6> 0„ I-f�+-1 I BED. FINISH E I e S A WC U TI JOINT' —T-- IN --BY RM 10) i = °�� f 1-I — BENCH r �` � � I I ��, , ,. % d TE S = / SIVA RESOD AREAS O o - DRAIN FILLED WITH , 1 5'- „ _ 9'-6" I QEEP WELL A"\ EXCAVATED SAND ; e I _ z SPA I I- 1 `'PROPOSED f, I i _ w o EL. -5,_6„ -U t I , REPLA,C>=MENT 8" CJu1U sAWC'i'T� J INT - I EL. + �O.67' NAV x I EDGE OF DECK P - 1 1 BREAKAWAY STEM't�/ALL s j _ ` I ��-� ��I v PROPOSED REL'CATION 1 1 AND SLAB GRADE I _f 1_I— BENCH f �_I— BENCH I_f _ L I' OF SITE FILL SEAWARD OF JhEL. +10.75' NAVD THE COASTAL CONSTRUCTIOf� I EDGE OF DECK x CONTROL LINE e I 1 O ' ' O x i 1 x 21.90 x EL. +10.58' NAVD EL. +10.83' NAVD EL. +10.75 NAVD 1 , � I cv STEPS TO OF DEICE K - TOP OF SPAe DRAIN COPING EDGE OF DECK SECOND STORY OVERHANG 1 I I __________ _ 1 _--___________________________________,.___-___.________________ __________ -_ ___.____ X 1 STEPS x 11.3� �I EXISTING WOOD WALK I EXISTING WOOD WALK 1 !1 x x x x x x x: x x x x x x Ij 1 4' WOOD FENCE ------------ li '390000 00 "W 167.86 o I S89 5623"W 165.17' (IRO�l TO IRON) I I 76'-10"t SEAWARD DISTANCE OF I REPLACEMENT DECK 111'-3"t SEAWARD DISTANCE OF NEW POOL i o Im Im 124'-7"f SEAWARD DISTANCE OF NEW POOL DECK j ➢ Iv i� 132'-0"t SEAWARD DISTANCE OF RELOCATED FILL Ir Iz 139'-0"f SEAWARD DISTANCE OF CONSIKUU Ilu"4 - X X___�_X X X X POOL SITE PLAN AND GRADING PLAN SCALE: 1/4" = 1'-0" w1 INDICATES SLOPE/RUNOFF PROPOSED GRADING 15— EXISTING GRADE x12.7 EXISTING SPOT ELEVATION ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988 DATUM SYMBOL FIXTURE NOTE: BULB LUMENS POOL MANUFACTURER RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF OOL EQUIPMENT PEDESTALS AS REQ IRED BY FEMA REQUIREMENTS HAYWARD COLORLOGIC 1 pc AT POOL I STALL AN AUTOMATIC TIMER FCR THE POOL LIGHT TO ENSURE THAT THE POOL LIGHT IS TURNED OFF WHEN NOT IN USE U FLUSH MOUNT N07E: z THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE AROUND THE POOL ARE (TO MEET LOCAL CODES) Q X X___�_X X X X POOL SITE PLAN AND GRADING PLAN SCALE: 1/4" = 1'-0" w1 INDICATES SLOPE/RUNOFF PROPOSED GRADING 15— EXISTING GRADE x12.7 EXISTING SPOT ELEVATION ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988 DATUM SYMBOL FIXTURE NUMBER OF FIXTURES BULB LUMENS HAYWARD TYPE OF MOUNT MOUNTING e AND TYPE MODEL No. HEIGHT � HAYWARD COLORLOGIC 1 pc AT POOL 95 watt LED SP0527SLED50 HORIZONTAL 2'-0" BELOW ® 4.0 LED POOL LIGHT Q U FLUSH MOUNT WATERLINE z COLOR: AMBER LED 1 pc AT SPA 40 watt LED SP0535SLED50 v' x i , 1 i � 1 e I 1 ' e 1 1 / e x FOUNEr l /2 P OPOSED NEW ��� IRON PIPE, ',NO CAP CNSTRUCTION SI T FENCE AROUND P RIMETER OF SITE NOTE: ALL REFERENCED DIMENSIONS FROM THE DEP CCCL LINE TO THE NEW RESIDENTIAL POOL STRUCTURE AND POOL DECK ARE TAKEN FROM THE CENTERLINE OF THE POOL STRUCTURE. EXCAVATION FROM POOL SHALL BE USED AS BACKFILL AROUND POOL DECK. POOL DRAINAGE SHALL BE DIRECTED LANDWARD OF THE NEW POOL AND POOL DECK STRUCTURE. EXITING GRADE TO REMAIN AS -I§ 1A DUNE GRASSES TO THE BEST OF THE ENGINEER'S KNOWIEDGE AND BELIEF THESE SWIMMING POOL DESIGN PLANS ND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ES BLISHED IN CHAPTER 6213-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATI NS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTA LISHED IN CHAP?ER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL C NSTRUCTION MANUAL AND APPENDIX L TO THE FEMA 55, COASTAL NSTUCTION MANUAL. THE SWIMMING POOL HAS BEEN DESIGN D NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLINGS E JRING A COASTAL STORM EVENT AS REQUIRED BY FAC CHAPTER B-33.005(7) AND FEMA 55, CHAPTER 12.9.4. THE SWIMMING POOL HAS BEEN DESIGND AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FAC HAPTER 62B-33.005(7). i REVISIONS Ing BY DEP PERMIT CCK ISSUE 11/30/18 U zcn .w Q Wz o = 0 0:� � Ld -i Q J w W N r, E �Q>=moo QU 18�- Q Uv aw o� E Om z� =co o5; 00 �z 00 LI_�U U��cn y uz Q rYO U Z Q a_ V Z � ® w Q U ry z n 1 . J QW Q LLJ v' �O Z >LL_ Z Q Q �NLv 1.J. U U Q Q W ® Wm m _U Z Q r -Lf) ~ 0) Q J Q a _Z J W 0 0 C� 3o,iv CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK UKHWN CCK CHECKED CCK DATE 11 /30/2018 1/4 „s = 1,-0" JOB NO. E18-054 SHEET p — 1 SHEET 1 OF 5 0 ro N PILE LAYOUT 1'-0" 9'-6" POOL LAYOUT 6". 2 P-5 EL. +3.83' NAVD TOP OF PILE 6" CO CRETE POOL SIDE EL. +5.00' NAVD,�, WALL w #4 REINFORCING TOP OF PILE @ 12" O.C. EACH WAY, ---CENTERED--- --I----- - --, 27'-0" 8'-0" 19'-6" 7'-6" 6'-6" DEEP WELL 111 17,- „ 8 wi e POOLSIDE VIALL 8" CONCRETE DEEP WELL EL. +2.83' NAVD SIDE WALL w/ #4 RE N 0 CING TOP OF PILE @ 12" O.C. EACH WAY, I \ I [ EACH FACE co (D 1 I I '010 �F�I P-3 I EL. -3' 6" MONOLITHIC 00 co +5.00' NAVD POOL STEPS TOP OF PILE I 0 MONOLITHIC CONCRETE EL. +3.83 NAVD OF DAMAGE TO ADJACENT DWELLING URING A COAS-AL STORM EVENT AS REQUIRED BY FAC CHAPTE 2B-33.005(7) I TOP OF PILE BEND @ 12C. p f- 6" CONCRETE J J SLAB L,_ -I --,J SLAB _ L_,__I_-,� SLAB a_ 0 POOL END EL. +4.00' IIAVD DIRECTION, TOP AND BOTTOM W o �o ALL / #4 REINFORCING O -8" -8" 8" o. c. I 8" o.c. -8" 8" o.c. 12"wide x 40 » 16 wl TOP OF PILE ------------------------ r----------- — @ 12" O.q. EACH WAY, I U ; ; I N SUNSHELF DEPTH w W 0 MONOLITHIC CO CRET I o VARIES 0 TOP C NTERED (TYPICAL) I „ I EL. -3 -6 I I , „ EL. -5 -6 I "PB -4"-w/ I „ POOL BENCH w #4 CIO z I 6 I I 16"wide x 18"deep POOL GRADE BEAM i i� 1 P-5 I 5'-0" 1'-0" STEP STEP O� TOP BAR 1 I I 0 3" P-3 I EL. -3' 6" MONOLITHIC THE STANDARDS AND GUIDELINES EST kBLISHED EL. +5.00' NAVD POOL STEPS TOP OF PILE I 0 MONOLITHIC CONCRETE EL. +3.83 NAVD OF DAMAGE TO ADJACENT DWELLING URING A COAS-AL STORM EVENT AS REQUIRED BY FAC CHAPTE 2B-33.005(7) I TOP OF PILE BEND @ 12C. p f- POOL LAYOUT J Q 8" a_ 0 Ld PILE LAYOUT DIRECTION, TOP AND BOTTOM W o �o REINFORCING @ 12" O.C. w/ 1-#4 @ 8" O.C., LONG O rI EL. -0'-10" ( 12"wide x 40 » 16 wl „ I e x 16 deep ------------------------ r----------- — POOL GRADE BEAM i i I SUNSHELF - U I N SUNSHELF DEPTH w W 0 1-#4 @ 12" O.C. I o VARIES 0 TOP - w I N 0'-8" TO 0'-10" 00 0 "PB -4"-w/ m 00 CIO z I ; 8" SLAB w/ 1-#4 i cn @ 12" O.C., AND D TOP AND BOTTOM BOTTOM, EACH WAY BEAM. ADD 3-#5 BOTTOM E . +8.00 NAVD I - - O� TOP BAR BOTTOM BAR I 0 3" THESE DESIGN PLANS AND SPECIFICA NS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES EST kBLISHED #4 TOP w/,, ° STD 8" CONCRETE POOL SLAB 0 0 MONOLITHIC CONCRETE NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLING URING A COAS-AL STORM EVENT AS REQUIRED BY FAC CHAPTE 2B-33.005(7) AND FEMA 55, BEND @ 12C. p w/ 1-#4 @ 8" O.C. LONG POOL LAYOUT J Q 8" a_ 0 Ld PILE LAYOUT 26 -0 6I REINFORCING @ 12"O.C. „ EACH WAY, EAGH FACE I I 18 wide x 18 deep I I Dv I POOL GRADE BEA w INTEGRAL POOL ' m I GRADE BEAM POOL m POOL DEPTH �I EL. -6 -0 o I I VARIES, I I j 3 't N ' 3 -6 TO 6'-0DEEP WELL - P-4 DRAINS _ E . I-1'-4" I 8 SLAB w/ 1 NCIH @ 8» O.C., TOP AII D B I i i i = 1 BOTTOM, NORTH/SOI TH EL. -5'-6" - z IP -3 m I o 18"wide � I I 18"wide x 18"de SPAI MONOLITHIC N '--I--'� POOL GRADE BE M rl--I--I� OVERFLOW ---'- I BENCH -I- �-1-I- P 0 L -I 1/— �—�-I- LIG T I\/ I / -5 � 11 00, 8" CONCRETE SIEE I WALL w/ #4 REINFORCING @ 12" O.C. EACH WA , EACH FACE EL. +2.83' NAVD TOP 0 PILE P- 3 l9kEL. +8.00' NAVD r -LI -T TOP OF PILE I — \\ / F I \ �/ �-- i ---L - - - - - - - -1----- 12"wide x 12"deep 7 POOL GRADE BEAM 3 P-3 00 SPA EL. +4.00' I AVD TOP OF PIL SPA I v DRAIN v I I z z I m m ' d- Q 16" 1'-6" 4'-0" 1'-6" 61 I a- I 2 I- Cn 00 SPA - LIGHT I P-4 I I I BENCH -I-1— I- / O -----1-- -------L ---- CO EL. +5.25'1 NAVD TOP 0 PILE I I \1 EL. +5.25' NAVD TOP OF PILE P-4 6' 9'-0" 6' 9'-0" 6" 7'-0" 6„ POOL LAYOUT SUNSHELF SPA 1 -0 8'-0" _ 11 -0 ' 6 -0 1 -0 PILE LAYOUT 27'-0" POOL ANCHOR PILE LAYOUT PLAN SCALE: 3/8" = 1'-0" r -I- _I_��_I_ INDICATES 16"0 "AUGERCAST" CONCRETE ANCHOR PILE GENERAL NOTES: 1) PRESSURE PIPING SHALL BE TESTED AS PER LOC L 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 D TAILS OF THE POOL, PLUMBING/PIPING, AND ELECTRICAL REQUIREMENTS. P 0 0 L C O N C R E T E G R A D E B A M S C H E D U L E GRADE BEAM BTM LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES SECT. BEAM SIZE ELEVATION MIDDLE REMARKS N0. MARK w x d (NAVD) BOTTOM TOP BAR SIZE SPACIN TYPE REF. 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" .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.d 2 SUNSHELF SIDE WALLS E3/P-2 PB -7 12" x 12" +8.67' 3-#5 - - - - I 2 SUNSHELF WEST WALL ;7/P-2 CLEAR COVER SCHEDULE DESCRIPTION TOP BAR BOTTOM BAR POOL GRADE BEAMS 2" 3" l(AD 0 COMPLIANCE WITH THE STANDARDS E TYPICAL BEAM STIRRUP & TIE TYPES PROVIDE STD. 90° BE DS AT THE ENDS OF ALL GRADE BEAM #5 TOP REINFORCING STEEL cl #3 STIRRUPS @ 6" O.C. FIRST 3'-0 EACH END, THEN 12" O.C. AT MIDDLE 16"wide x 18"deep POOL GRADE BEAM w/ 4-#4 TOP AND 4-#5 BOTTOM w/ #3 STIRRUPS @ 6"/12" O.C. 6" CONCRETE POOL END WALL w/ #4 REINFORCING @ 12" O.C. EACH WAY, CENTERED 8" CONCRETE POOL SLAB 4-#4 TOP w/ 1-#4 @ 8" O.C. LONG DIRECTION, TOP AND BOTTOM 00 _I 1-#4 @ 12" O.C. SHORT DIRECTION, TOP AND BOTTOM 4-#5 BOTTOM 1'-4" 11 PB -1 16 )JI wide x 18"deep POOL GRADE BEAM 2 SECTION P-2 SCALE: 3/4" = 1'-0" 2'-0" 8" CONCRETE POOL SLAB w/ 1-#4 @ 8" O.C. LONG DIRECTION, TOP AND BOTTOM #3 STIRRUP @ 6" O.C. FIRST 4'-0"rACH END, THEN 12" 0. AT MIDDLE `1-#4 @112" O.C. SHORT (RECTION, / TOP AN BOTTOM _ 00 18"wide x 18"deep POOL GRADE BEAM w/ 5-#5 TOP • • AND 6-#5 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, 1 -6 , 6-#5 B TTOM THEN 12" O.C. AT MIDDLE PB -2 18"wide x 18"dee POOL GRADE B AM PROVIDE STD. 90° BENDS AT THE ENDS OF ALL 3 SECTION GRADE BEAM #5 TOP REINFORCING STEEL P-2 SCALE: 3/4" = 1'-0" 8" CONCRETES NSHELF SLAB w/ 1-#4 12" O.C., TOP AND BOTT M, EACH WAY ADD #4 HORIZONTAL @ 12" O.C. AT INTERIOR ' ' ' 0° FACE OF POOL #3 STIRRUPS • @ 12" 0 C ME -KIM n\/CO -7 //C ;ING HIC ' O.C. -0 $p ° O.C. "TIONS ION 1'-0" OL EL. -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 8" CONCRETE SUNSHELF SLAB 16"wide x 16"deep POOL 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� tj 3" CL A _ 4-#5 BOTTOM #3 STIRRUPS 1'-4" @ 12" O.C. PB -6 16"wide x 16"deep POOL GRADE BEAM 6 SECTION P�2 SCALE: 3/4" = 1'-0" 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER 8" CONCRETE SUNSHELF SLAB w/ 1-#4 @ 12" O.C. Y TOP AND BOTTOM, EACH WAY 24" LAP Q O J _I U • 3" CL A 3-#5 BOTTOM 12"wide x 12"deep POOL V I - GRADE BEAM "PB -7" 1'-0" w/ 3-#5x9'-6" BOTTOM w/ STD 90° BEND EACH PB -7 END 12"wide x 12"deep POOL GRADE BEAM r--� SECTION P-1 SCALE: 3/4" = 1'-0" TO THE BEST OF THE ENGINEER'S KNO'uLEDGE AND BELIEF, THESE SWIMMING POOL DESIGN PLANND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS E ABLISHED IN CHAPTER 6213-33, FLORIDA ADMINISTRATIVE COD1. THESE DESIGN PLANS AND SPECIFICA NS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES EST kBLISHED #4 TOP w/,, ° STD 8" CONCRETE POOL SLAB APPENDIX L TO THE FEMA 55, COASTAL ONSTUCTION MANUAL. MONOLITHIC CONCRETE NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLING URING A COAS-AL STORM EVENT AS REQUIRED BY FAC CHAPTE 2B-33.005(7) AND FEMA 55, BEND @ 12C. p w/ 1-#4 @ 8" O.C. LONG AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH Ft POOL BENCH w/ #4 8" CONCRETE POOL SLAB Ld Q DIRECTION, TOP AND BOTTOM W o �o REINFORCING @ 12" O.C. w/ 1-#4 @ 8" O.C., LONG O LLJ Q = 12"wide x 40 (deep POOL =U U Q QW EACH WAY, EACH FACE DIRECTION, TOP AND BOTTOM U 1-#4 @ 12" O.C. AD AA "PB -4"-w/ SHORT DIRECTION, INTEGRAL POOL GRADE 3R #4ETOP D TOP AND BOTTOM BEAM. ADD 3-#5 BOTTOM 00 3-#4 BOTTO @ 6" O.C. AT SOUTH WALL 3" CLEAR - ---- o 1-#4 @ 12" O.C. _SHORT PROVIDE STD. 90° BENDS DIRECTION, 1'-0" 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 4 SECTION SECTION 5 �-2SCALE: 3/4" = 1'-0" P-2 SCALE: 3/4" = 1'-0" ME -KIM n\/CO -7 //C ;ING HIC ' O.C. -0 $p ° O.C. "TIONS ION 1'-0" OL EL. -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 8" CONCRETE SUNSHELF SLAB 16"wide x 16"deep POOL 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� tj 3" CL A _ 4-#5 BOTTOM #3 STIRRUPS 1'-4" @ 12" O.C. PB -6 16"wide x 16"deep POOL GRADE BEAM 6 SECTION P�2 SCALE: 3/4" = 1'-0" 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER 8" CONCRETE SUNSHELF SLAB w/ 1-#4 @ 12" O.C. Y TOP AND BOTTOM, EACH WAY 24" LAP Q O J _I U • 3" CL A 3-#5 BOTTOM 12"wide x 12"deep POOL V I - GRADE BEAM "PB -7" 1'-0" w/ 3-#5x9'-6" BOTTOM w/ STD 90° BEND EACH PB -7 END 12"wide x 12"deep POOL GRADE BEAM r--� SECTION P-1 SCALE: 3/4" = 1'-0" TO THE BEST OF THE ENGINEER'S KNO'uLEDGE AND BELIEF, THESE SWIMMING POOL DESIGN PLANND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS E ABLISHED IN CHAPTER 6213-33, FLORIDA ADMINISTRATIVE COD1. THESE DESIGN PLANS AND SPECIFICA NS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES EST kBLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL ONSTRUCTION MANUAL AND APPENDIX L TO THE FEMA 55, COASTAL ONSTUCTION MANUAL. THE SWIMMING POOL HAS BEEN DES(ED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLING URING A COAS-AL STORM EVENT AS REQUIRED BY FAC CHAPTE 2B-33.005(7) AND FEMA 55, CHAPTER 12.9.4. p THE SWIMMING POOL HAS BEEN DES( ED AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH Ft CHAPTER 626-:3.005(7). A REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 U z �n w Q Lj z o = CD cl� ~W�- Q z LL o N E � < L> o 0 U� Qa o� �mzr�E o :s W W N UJ L,.JC/) cn J �N W �_o =CDO>�00 Oz dNO W v cf)z Q O � U U 0 rn Q L1J z O F -- U w V) 0 p Lij z U <z Ld Q W o �o V) z � > O LLJ Q = =U U Q QW Q W m m ® U CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK UKAVVN CCK CHECKED CCK DATE 11/30/2018 SCALE 3/8" = 1'-0" JOB NO. E18-054 SHEET P 2 SHEET 2 OF 5 rn Q L1J z J Q `Q z O 0 CL CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK UKAVVN 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 S� - LOPE 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 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-#4j CONTINUOUS AROUND PERIMETER (TYPICAL) 8" CONCRETE SIDE WALL—' ADD 2-#5 BOTTOM AT WEST WALL SEGMENT EL. +3.83' NAVD ri 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' NAVD J� BOTTOM OF PILE PROVIDE STD. 90° BENDS AT THE ENDS OF ALL GRADE BEAM #5 TOP REINFORCING STEEL EL. -15.00' NAVD BOTTOM OF PILE PROVIDE STD. 90° BENDS AT THE ENDS OF ALL GRADE BEAM #5 TOP REINFORCING STEEL 14'-0" EL. +10.83' NAVD IF TOP OF COPING CANTILEVERED STONE COPING AS PER POOL MANUFACTURER/OWNER WATERLINE TILE (TYPICAL) 24" LAP EL. -15.00' NA' D BOTTOM OF PILE EL. +10.33' NAVD W WATER LINE -H -H -H o (D ADD 2-#5 0 I BOTTOM AT `n 'n EAST WALL `n 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE 18"wide x 18"deep POOL GRADE BEAM "PB -2" BEYOND CROSS SECTION AT MID -DEPTH 2 SECTION P-3 LONGITUDINAL CROSq'i SECTION 1 SECTIOr P-3 SCALE: 3/8" = 1'-0" EL. +10.83' NAVD EAILT 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 1 -ILL �Az 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER (TYPICAL) 8" CONCRETE SIDE WALL w/ #4 REINFORCING @ 12" O.C. EACH WAY, EACH FACE T 8" CONCRETE POOL SLAB w/ 1-#4 0 8" O.C. LONG DIRECTION, TOP AND BOTTOM, AND 1-#4 @ 12" O.0 SHORT DIRECTION, TOP AND BOTTOM 01L EL. +3.83' 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 21'-0" LONG w/ #3 TIES@ 12" O.C. AT 18-10" LONG PILE Agk EL. -15.00' NAVD BOTTOM OF PILE ,gkEL. -15.00' NAVD BOTTOM OF PILE OgL EL. -15.00' NAVD BOTTOM OF PILE EL. +10.83' NAVD TOP OF COPING WEST CANTILEVERED `7TONE COPING AS PER POOL MANUFACTURER/OWNER STONE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER SLOPE BUILD UP PERIMETER :.. .: ,.�....... ,.:,,.. WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE 8'-0" SUNSHELF 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER #4 TOP w/ 90° STD BEND @ 12" O.C. O 12"wide x 12"deep POOL PB -7 GRADE BEAM "PB -7" 8" 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 KEP-i AND SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGERED PILE WORK. 14'-0" POOL EL. +10.33' NAVD ® WATER LINE 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 12"wide x 40"±deep POOL ADD 2-#5 26'-0" 6» � 10" BOND BEAM w/ 2-#4 GRADE BEAM PB -4 w/ BOTTOM AT CONTINUOUS AROUND 3-#4 TOP AND SOU TH PERIMETER (TYPICAL) 3-#4 BOTTOM �Q>=0000 LiJ Qa �.o ® EL. +10.83' NAVD E 8" CONCRETE POOL SLAB 0) 00 0 TOP OF COPING 1/2" EXPANSION JOINT w/ z CANTILEVERED STONE DIRECTION, TOP AND BOTTOM, 0 CANTILEVERED STONE ELASTOMERIC SEALANT AND 1-#4 @ 12" O.0 SHORT COPING AS PER POOL o COPING AS PER POOL STONE FIELD PAVERS OVER U MANUFACTURER/OWNER - -OILEL. +5.00 NAVD 3pcs #3 TIES MANUFACTURER/OWNER COMPACTED SAND BED. FINISH - - TOP OF PILE @ 3" O.C. AT POOL GRADE BEAM LOCATE ALL LAP SPLICES WITHIN TO TO BE DETERMINED BY OWNER "PB -1" BEYOND WATERLINE TILE EL. +10.33' NAVD WATERLINE TILE LAP SPLICES WITHIN THE POOL (TYPICAL) WATER LINE (TYPICAL) .,:.. ;;. BUILD UP PERIMETER . D WITH EXCAVATED EXISTING SAND FILL 8" CON RETE POOL SLAB POOL BENCH EXISTING GRADE 6 w/ 1-# ® 8" O.C. LONG DIRECTI IN, TOP AND BOTTOM -H 10" BOND BEAM w/ 2-#4 o CONTINUOUS AROUND 1-#4 @ 12" O.C. SHORT - PERIMETER (TYPICAL) DIRECTION, TOP AND BOTTOM EL. +4.33' NAVD MONOLITHIC CONCRETE BOTTOM OF POOL POOL BENCH w/ #4 PB -1 REINFORCING @ 12" O.C. 00 _ EACH WAY, EACH FACE 3-#4 EACH WAY - ABOVE PILE PB -2 00 _ - INTEGRAL POOL GRADE _ • BEAM. ADD 3-#5 BOTTOM EL. +3.83' NA D - - PB-� @ 6" O.C. AT SOUTH WALL TOP OF PI E _ = - - - ' 18"wide 18"deep POOL DEEP WELL - - DRAINS , EL. +4.00 NAVD - - 2' -0"x2' -0"x0' -6"d x GRADE BEAM w/ 5-#,5TO - - TOP OF PILE PILE CAP AT SINGL� AND 6-#5 BOTTOM w/ EL. +2.83' NAVD LOCATE ALL LAP SPLICES WITHIN - PILE, SEE PLAN - - #3 STIRRUPS @ 6" O. -C. - - TOP OF PILE - - THE POOL SHELL SLAB. AVOID _ FOR LOCATIONS FIRST 4'-0" EACH END, LAP SPLICES WITHIN THE POOL 3pcs #3 TIES - - THEN 12" O.C. AT MIDDLESHELL - - WALLS. - - @ 3" O.C. AT TOP OF PILE - -------CONCRETE _ _ 16"0 "AUGERCAST" ANCHOR PILE w/ 7-#5 x 21'-0" LONG w/ #3 TIES @ 12" O.C. - - - - 4-41 AT 19'-0" LONG PILE PROVIDE STD. 90° BENDS AT THE ENDS OF ALL GRADE BEAM #5 TOP REINFORCING STEEL 14'-0" EL. +10.83' NAVD IF TOP OF COPING CANTILEVERED STONE COPING AS PER POOL MANUFACTURER/OWNER WATERLINE TILE (TYPICAL) 24" LAP EL. -15.00' NA' D BOTTOM OF PILE EL. +10.33' NAVD W WATER LINE -H -H -H o (D ADD 2-#5 0 I BOTTOM AT `n 'n EAST WALL `n 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE 18"wide x 18"deep POOL GRADE BEAM "PB -2" BEYOND CROSS SECTION AT MID -DEPTH 2 SECTION P-3 LONGITUDINAL CROSq'i SECTION 1 SECTIOr P-3 SCALE: 3/8" = 1'-0" EL. +10.83' NAVD EAILT 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 1 -ILL �Az 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER (TYPICAL) 8" CONCRETE SIDE WALL w/ #4 REINFORCING @ 12" O.C. EACH WAY, EACH FACE T 8" CONCRETE POOL SLAB w/ 1-#4 0 8" O.C. LONG DIRECTION, TOP AND BOTTOM, AND 1-#4 @ 12" O.0 SHORT DIRECTION, TOP AND BOTTOM 01L EL. +3.83' 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 21'-0" LONG w/ #3 TIES@ 12" O.C. AT 18-10" LONG PILE Agk EL. -15.00' NAVD BOTTOM OF PILE ,gkEL. -15.00' NAVD BOTTOM OF PILE OgL EL. -15.00' NAVD BOTTOM OF PILE EL. +10.83' NAVD TOP OF COPING WEST CANTILEVERED `7TONE COPING AS PER POOL MANUFACTURER/OWNER STONE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER SLOPE BUILD UP PERIMETER :.. .: ,.�....... ,.:,,.. WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE 8'-0" SUNSHELF 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER #4 TOP w/ 90° STD BEND @ 12" O.C. O 12"wide x 12"deep POOL PB -7 GRADE BEAM "PB -7" 8" 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 KEP-i AND SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGERED PILE WORK. 14'-0" POOL EL. +10.33' NAVD ® WATER LINE 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 12"wide x 40"±deep POOL ADD 2-#5 z� 6» � 10" BOND BEAM w/ 2-#4 GRADE BEAM PB -4 w/ BOTTOM AT CONTINUOUS AROUND 3-#4 TOP AND EAST WALL PERIMETER (TYPICAL) 3-#4 BOTTOM �Q>=0000 LiJ Qa �.o ® UU Jw 0r, E 8" CONCRETE POOL SLAB 0) 00 0 W/ 1-#4 0 8" O.C. LONG a z ® DIRECTION, TOP AND BOTTOM, 0 00 Z W J >w AND 1-#4 @ 12" O.0 SHORT LLJ o DIRECTION, TOP AND BOTTOM U Q U - -OILEL. +5.00 NAVD 3pcs #3 TIES 16"wide x 18"deep m" - - TOP OF PILE @ 3" O.C. AT POOL GRADE BEAM LOCATE ALL LAP SPLICES WITHIN TOP OF PILE "PB -1" BEYOND - - THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL - - SHELL WALLS. EL. -15.00' NAVD �Ak BOTTOM OF PILE CROSS SECTION AT SHALLOW END AND SUNSHELF 3 SECTION P-3 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7-#5 x 22'-0" LONG w/ #3 TIES @ 12" O.C. AT 20'-0" LONG PILE TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF THESE SWIMMING POOL DESIGN PLANS D SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESBLISHED IN CHAPTER 6213-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATI S ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTA LISHED IN CHAF-ER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL C NSTRUCTION M-.NUAL AND APPENDIX L TO THE FEMA 55, COASTAL NSTUCTION MANUAL. THE SWIMMING POOL HAS BEEN DESIGN D NOT TO INCREkSE THE RISK OF DAMAGE TO ADJACENT DWELLINGS I JRING A COASTAL STORM EVENT AS REQUIRED BY FAC CHAPTER B-33.005(7) AND'FEMA 55, CHAPTER 12.9.4. THE SWIMMING POOL HAS BEEN DESIGN D AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FA CHAPTER 6213-33.005(7). i REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 U Z rn Q J z� Z Q L J w Q �j z o O ~w�O \Q Q Z W N E �Q>=0000 LiJ Qa �.o ® UU Jw 0r, E =) pm ZN 0) 00 0 W cn _1 =U O> w0 a z ® O��oL� 0 Z W J >w uz Q LLJ o U U Q U F Z rn Q J U Z Q L J Q \Q W LiJ O ® U Z 0 w Q o z ® wt i �o Z W J >w LLJ Q = Q=U U Q Z Qw w m O O m" F Z rn Q J U Z Q L J \Q O O a_ CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK UKAVVIN 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 TOP OF COPING Y 1/2" EXPANSION JOINT- w/ 6» WEST ELASTOMERIC SEALANT STONE FIELD PAVERS OVER ALL COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER SLOPE a �\X 10" BOND BEAM w/ 2-#4 CONTINUOUS ON SIDES AND SHALLOW END WALL #4 HORI-ZONTAL @ 12" O.C. • 0*1 #4 VERTICAL © 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 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 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"4 "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" 1'-6" BENCH BENCH 2'-0" • 7'- 4" L. +10.33' NAVD PA WATER LINE r%m A 18" wide MONOLITHIC IC CONCR TE BENCH w/ w/ #4 REI FORCING 8" CONCRETE SPA WALL w/ @ 12 .C. EACH - WAY, ( YPICAL) CHAPTER 13.5.3 OF FEMA 55, EL. +6.1,3' NAVD I 12" BOTTOM OF SPA LAP TILE SURFACE 8" AT SPA OVERFLOW EAST ALL SPA OVERFLOW EL. +10.40' NAVD TOP OF SPA TILE EL. +10.33' NAVD �_8" 18" LAP�-ONCRETE SPA SLAB W/ 1-#4 ©12" O.C., PB -5 EA H WAY, CENTERED INTEGRAL POOL GRADE BEAM "PB -5". ADD 3-#5 BOTTOM 4" O.C. AT COMMON WALL BEND OVER 7-#5 VERTICAL REINFORCING FROM AUGERCAST CONCRE E ANCHOR PILE INTO MONOLIT IC SPA SHELL SLAB AND BENCH 16"0 "AUGERCAJ'T" CONCRETE ANCHOR PILE BEYOND CROSS ECTION THROUGH 1 SECTION P-4 SCALE: 3/4" = 1'-0" 7'-0" +10.33' NAVD A WATER LINE SPA 18" Wi e MONOLI IC CONCR TE BENCH w/ #4 REINFORCING 8" CONCRETE SPA WALL w/ © 12" D.C. EACH THE STANDARDS AND GUIDELI WAY, ( YPICAL) CHAPTER 13.5.3 OF FEMA 55, ASTAL CONSTRUCTION MANUAL AND #4 HORIZONTAL © 12" O.C., OASTAL CONSTUCTION MANUAL. THE SWIMMING POOL HAS BEE 0 OF DAMAGE TO ADJACENT DVV ELLINGS DURING A COASTAL STORM #4 HORIZONTAL © 12" O.C. IAPTER 62B-33.005(7) AND FEMA 55, CHAPTER 12,9.4. 4'- 0" THE SWIMMING POOL HAS BEEIN 1 12" LAP �. J 8" CONCRETE SPA SLAB w 1-#4 © 12" O.C., EACH WAY, CENTERED BEND OVER 7-#5 VERTICAL REINFORCINGP FROM AUGERCAST CONCRET ANCHOR PILE INTO MO OLITHIC SPA SHELL SLAB AND BENCH 1'-6" BENCH BENCH CROSS SECTION THROUGH SPA rT S CTION P-4SC LE: 3/4" = 1'-0" 2,-0" WATER LINE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANRDS ESTABLISHED IN CHAPTER 6213-33, FLORIDA ADMINISTRAT 8" CONCRETE SPA WALL w/ THESE DESIGN PLANS AND SP CIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELI #4 VERITCAL © 12" O.C. AND CHAPTER 13.5.3 OF FEMA 55, ASTAL CONSTRUCTION MANUAL AND #4 HORIZONTAL © 12" O.C., OASTAL CONSTUCTION MANUAL. THE SWIMMING POOL HAS BEE EACH FACE OF DAMAGE TO ADJACENT DVV ELLINGS DURING A COASTAL STORM #4 HORIZONTAL © 12" O.C. IAPTER 62B-33.005(7) AND FEMA 55, CHAPTER 12,9.4. EACH FACE THE SWIMMING POOL HAS BEEIN DESIGNED AS AN EXPENDABLE #4 VERTICAL © 12" O.C. FAC CHAPTER 62B-33.005(7). H EACH FACE +I `j LOCATE ALL LAP SPLICES o uz Q -' in WITHIN THE POOL SHELL z U SLAB. AVOID LAP SPLICES U V) WITHIN THE SPA SHELL WALLS. U 8" CONCRETE POOL SLAB ® w/ 1-#4 ® 8" O.0 LONG DIRECTION, TOP AND BOTTOM 18 LAP 1-#4 @ 12" 0.('. SHORT DIRECTION, TOP AND BOTTOM jj­\ EL. +5.25' NAVD BOTTOM OF PILE 6'I 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT NORTH WA[ STONE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER SLOPE • p. 77�- /\ 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 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 ojL EL. -15.00' NAVD "IFBOTTOM OF PILE DEEP WELL DRAINS BENCH EL. +10.83' NAVD TOP OF COPING CANTILEVERED STONE COPING AS PER POOL MANUFACTURER/OWNER EL. +10.33' NAVD WATERLINE TILE -� (TYPICAL) WATER LINE LOCATE ALL LAP SPLICES WITHIN-\ THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. 8" CONCRETE POOL SLAB w/ 1-#4 ® 8" O.C. LONG DIRECTION, TOP AND BOTTOM 1'-0" 1-#4 © 12" O.C. SHORT LAP DIRECTION, TOP AND BOTTOM Co 24" LAP - BENCH 2'-0" 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT STONE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER SLOPE p ..p. 10 BOND BEAM w/ 2-#4 CONTINUOUS ON SIDES AND SHALLOW END WALL 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 CROSS SECTION AT POOL BENCH AT SOUTH END WALL 3 S ECTION P-4 SCALE: 3/4" = 1'-0" 0I BEND OVER 7-#5 VERTICAL REINFORCING FROM "AUGERCAST" CONCRETE ANCHOR PILE INTO MONOLITHIC POOL SHELL 3-#4 EACH WAY 2'-0"x2'-0" ABOVE PILE PILE CAP 1'-0"f _ __ 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 S ECTION P-4 SCALE: 3/4" = 1'-0" EAST MAINTAIN 2" CONCRETE COVER AROUND OPENING #4 ® 8" O.C. TOP AND BOTTOM, NORTH -SOUTH DIRECTION, POOL SLAB REINFORCING NORTH DEEP WELL DRAIN 8" CONCRETE POOL SLAB 18"wide x 18"deep POOL GRADE BEAM --------- --- ---t----------� - --- SOUTH I I --------------------------- -- ADD 4p c s #4 x 3'-0" I I DIAGONALS AROUND DEEP WELL DRAIN OPENING I #4 0 12" O.C. --- --�--- ---- --------- TOP AND BOTTOM, EAST -WEST DIRECTION, --------------- --- POOL SLAB REINFORCING EL. -6'-0„ (EL. +4.33' NAVD) WEST DEEP WELL DRAIN OPENING REINFORCING 5 DETAIL P-4 SCALE: 3/4" = 1'-0" TO THE BEST OF THE ENGINEM'S KNOWLEDGE AND BELIEF THESE SWIMMING POOL DESIC14 PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANRDS ESTABLISHED IN CHAPTER 6213-33, FLORIDA ADMINISTRAT E CODE. THESE DESIGN PLANS AND SP CIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELI ES ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, ASTAL CONSTRUCTION MANUAL AND APPENDIX L TO THE FEMA 55, OASTAL CONSTUCTION MANUAL. THE SWIMMING POOL HAS BEE q DESIGNED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DVV ELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC C IAPTER 62B-33.005(7) AND FEMA 55, CHAPTER 12,9.4. cw�J L�i0© THE SWIMMING POOL HAS BEEIN DESIGNED AS AN EXPENDABLE STRUCTURE IN ACCORDANCEINITH FAC CHAPTER 62B-33.005(7). REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 U zcn I .w Q Wz o =0 � F_w D -i Q z� N E yQ>=0000 U� Q� � L,' o ° om z- a, cw�J L�i0© z 05; a-0 z— 0 O ;mow Y uz Q -' W o z U w m �o U V) U) I Q W z W 0 z (f W Q o z ® w m �o ® V) z LJj >w U U U U Q W n ® Qw w m m U � Q J Q a_ U) `Q z Q _j0 0 n 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 -4 SHEET 4 OF 5 I SUNSHELF 1'-0" I 1'-0" EL. +10.33' NAVD -STEP S _ 8" CONCRETE SUNSHELF WATER LINE SLAB w/ 1-#4 @ 12" O.C., TOP AND BOTTOM, EACH WAY o MONOLITHIC POOL STEPS • w/ 1-#4 © 12" O.C., EACH WAY #4 TOP w/ 90° STD BEND @ 12" O.C. E • #3 STIRRUPS © 6" O.C. FIRST 2'-0 EACH END, THEN 12" O.C. AT MIDDLE E 12"wide x 40"±deep POOL GRADE BEAM "PB -4" w/ I ---T-------_____ 3-#4 TOP AND 3-#4 BOTTOM 3" CLE R 1'-0" PB -4 12" LAP 1-#4 @ 12" O.C. SHORT DIRECTION, TOP AND BOTTOM MONOLITHIC POOL STEPS 1 SECTION P-5 SCALE: 3/4" = 1'-0" 8" CONCRETE POOL SLAB W/ 1-#4 ® 8" O.C., LONG DIRECTION, TOP AND BOTTOM 36 6" BREAK -AWAY #4 DOWEL '/2 EXPANSION JOINT w/ STONE FIELD PAVERS OVER ELASTOMERIC SEALANT COMPACTED SAND BED. FINISH CANTILEVERED STONE TO BE DETERMINED BY OWNER COPING AS PER POOL BUILD UP PERIMETER CF MANUFACTURER/OWNER DECK WITH EXCAVATED EL. +10.83' NAVD EXISTING SAND FILL WATER LINE ,.q' EL. +10.33' NAVD - 6" WATERLINE//\\//��//�//�//\\, o TI LE x-10" BOND BEAM w/ 2-#4 #4 HORIZONTAL—" CONTINUOUS AROUND @ 12" O.C., PEREMETER (TYPICAL) CENTERED #4 VERTICAL © 12" O.C., CENTERED 6" TYPICAL COPING EDGE DETAIL r--� SECTION P-5 SCALE: 3/4" = 1'-0" STONE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER ( `-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 rT-' DETAIL P-5 SCALE: 3/4" = 1'-0" STONE FIELD PAVERS. FINISH TO BE DETERMINED BY OWNER SAWCUT FRANGIBLE, UN -REINFORCED, CONCRETE POOL DECK SLAB ON GRADE ON A 5-6" x 5'-6" GRID (MAXIMUM) SLOPE i 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 a 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. 1-#4 VERTICAL DOWEL w/\\; STD 90° BEND INTO FOOTING © 32" O.C. FILL CELLS SOLID w/ CONCRETE 00 STUCCO FINISH AS PER ARCHITECTURAL PLANS 8"x16" CONCRETE FOOTING w/ 2-#4 x 5-0" "BREAK—AWAY " REPLACEMENT PATIO SLAB 1 ►a EXISTING H GRADE O I d- NOTE: 5 SECTION - PROVIDE KE WAY NOTE: CONSTRUCTI N JOINT �-5SCALE: 3/8" = 1'-0" INSTALL BREAK -AWAY WALL IN REPLACM NT PATIO IN 5'-4" LONG SEGMENTS. WALL FOOTIN © 5'-4" O.C. 6" LAYER SAND BASE COMPACTED TO A DENSIT ' OF AT LEAST 95% OF TH MODIFIED PROCTOR MAXIM M DRY DENSITY (ASTM D 15 37) 7) BUILD UP PERIMETER OF DECK- WITH EXCAVATED EXIS-ING 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 4 DETAIL P-5 SCALE: 3/4" = 1'-0" NOTE: SAWCUT CONCR TE SLAB WITHIN 4 TO 12 OURS OF CONCRETE PLACEMENT. UNIFORM ARRANGE SAWCUTS TO CREATE APPROXIMATELY 5'-6" x 6'-6" PATTERN OVER THE E TIRE PATIO SLAB. UCTION MANUA' . 4'-0" ALUMINUM FENCE 6 SECTION P-5 SCALE: 3/8" = 1'-0" '/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 BY OWNER EL. +12.60' NAVD EDGE OF PATIO WEST EAST 3 RISERS © 73/4" = 231/4" 1-#4x5'-0" TOP AT EACH EXISTING STEWMWALL g� STEPS -TO -GRADE SEGMENT. FRAMING - �- 1-#4x22" @ 12" O.C. STONE FIELD PAVERS OVER ) PILE CAPACITY SHALL BE 25 TONS. a' EL. +10.67' NAVD _ COMPACTED SAND BED. FINISH REINFORCED CONCRETE • TOP OF DECK DRAIN TO BE DETERMINED BY OWNER SLOPE 8"x8" CMU BOND BEAM w/ 1-#4 x 5 -0" 36" 6" BREAK -AWAY #4 DOWEL EXTRUDED ALUMINUM TOP RAIL ARCHITECTURAL DETAIL AS PER OWNER 1" SQUARE PICKETS © 5" 0. C. 3" SQUARE POSTS © 6'-0" O.C. "x2" BOTTOM RAIL STRQCTURAL NOTES: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE. DEP DESIGN CRITERIA: DUVAL COUNTY MONUMENT R044 100 YEAR STORM ELEVATION +17.4' NGVD (16.3' NAV) WAVE CREST HT. 100 YEAR STORM DESIGN + 5.5' NGVD (4.4' NAV ) GRADE 16" DIA, LIMEROCK BASE 6 LIVE LOADS: STRUCTURAL POOL SHELL 2" HED IN CHAPTER COMPACTED TO A DENSITY UNIFORM LIVE LOADS: 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. OF AT LEAST 95% OF THE P00 DECK SLABS/COPING 40 PSF ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, UCTION MANUA' . MODIFIED PROCTOR MAXIMUM IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENT OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PR DRY DENSITY (ASTM D 1537) ALL WABLE UNIT STRESSES SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. AN EXPENDABLE ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIR CON RETE: (PER ACI 318) LESS THAN 40 BAR DIAMETERS, U.O.N. ALL WELDED WIRE FABRIC SH STABILIZED SUBGRADE, CON RETE: SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U. N. NON -PLASTIC, INORGANIC, SLA ON GRADE f'c = I GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST STRUCTURAL POOL SHELL SLABS f'c = THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL ORBE I 95% OF THE PROCTOR MAXIMUM STROCTURAL POOL SHELL WALLS f'c = I DRY DENSITY (ASTM D 1537) AUG' RCAST CONCRETE ANCHOR PILE f'c = d50OOP WITH THESE CONTRACT DOCUMENTS. I PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR ITHER CON RETE PILE CAPS f'c = ELEMENTS I CON RETE GRADE BEAMS f'c = UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. I CON RETE 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 001 V. �- 1-#4 VERTICAL DOWEL w/ STD 90" BEND INTO FOOTING © 32" O.C. FILL CELLS SOLID w/ CONCRETE 1'-4" 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 r7 -, SECTION P-5 SCALE: 3/4" = 1'-0" ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREME TS OF THE LATEST 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 PECIFICATIONS ARE IN STRUCTURAL POOL SHELL 2" HED IN CHAPTER AUGERCAST ANCHOR PILE 3" ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRAE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. D IN CHAPTER 12.9.4 AND ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDAR3 HOOKS. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, UCTION MANUA' . LABELED, SUPPORTED AND SPACED IN FORMS AND SECURE IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENT OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PR CTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. AR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. AN EXPENDABLE ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIR MENTS OF THE LATEST EDITION OF ACI 318, BUT IN NO CASE SHALL 13E LESS THAN 40 BAR DIAMETERS, U.O.N. ALL WELDED WIRE FABRIC SH LL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. WHERE REQU RED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U. N. SUPPLEMENTARY NOTES r,F- rn Q VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WI H ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING RAWINGS. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL ORBE Q RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHN QUES, PROCEDURES, SEQUENCES, ACTS AND/OR OMISSIONS OF T CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN A CORDANCE WITH THESE CONTRACT DOCUMENTS. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR ITHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBE OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. , TO THE BEST OF THE ENGINEER'S KNOWLED(t AND BELIEF, THESE SWIMMING POOL DESIGN PLANS AND PECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLI HED IN CHAPTER 6213-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS E IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLIS D IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL CONS UCTION MANUk AND APPENDIX L TO THE FEMA 55, COASTAL CON UCTION MANUA' . THE SWIMMING POOL HAS BEEN DESIGNED N T TO INCREASE -HE RISK OF DAMAGE TO ADJACENT DWELLINGS DURI A COASTAL STORM EVENT AS REQUIRED BY FAC CHAPTER 62B-3 005(7) AND FEMA 55, CHAPTER 12.9.4. �'- THE SWIMMING POOL HAS BEEN DESIGNED A AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FAC CH TER 62B-33.005(7). REVISIONS BY DEP PERMIT CCK ISSUE 11/30/18 z cn Z — o- ..w Q wz o U ~W��o Q J w LL.I -00c) �Q >2 c0 Q< O U Uv aw E �0mz�+s V) �m ww N© UJ Li 00 �'- =C7 0 5: X o 00 - 41 p z �— OO 1, U 0E- Ncn U Q w w m cf)z Q 0 �O = U r,F- rn Q U CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK UKHVVIV CCK CHECKED CCK DATE 11 /30/2018 SCALE 3/4" = 1'-0" JOB NO. E18-054 SHEET P 5 SHEET 5 OF 5 Z ,_,_, Q U Z A (f LL.I Q 0 wz �O Q V) z >w �'- L�d a = W LL. = U U Q ® Q w w m 0 m U r,F- rn Q z Q -� _0 Q U / W V) CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK UKHVVIV CCK CHECKED CCK DATE 11 /30/2018 SCALE 3/4" = 1'-0" JOB NO. E18-054 SHEET P 5 SHEET 5 OF 5 Barriers per FBC2017 alar `1is and fencing 18' jets each wall 'Pool beam is f elevation is -2 of existing hor will be 11/4" r deciking Ift fli, jets with 10" k blower and 39 heater IC40 w touch LED poc 120v lights. V equipment loc setting RD GRAY 334-5421 ease mark air and water lines SPA SPECS Owner: Joe Valinho State: Address: 1957 Beach Avenue Zip: City: Atlantic Beach FL 32233 DEPTH:3.5ft Phone: 904-514-4328 �j Phone: SPILLWAY: POOL SPECS RAISED HEIGHT: SIZE: 1500 SQFT: 450 sft DEPTH: 3.5- 6 PERIMETER: 90 Ift EST TOTAL GALLONS: SKIMMERS: 1 this side RETURNS: 3 INTERIOR MATERIAL: SPECIAL: TILE: NOTES: NOTES: ease mark air and water lines SPA SPECS DECK TYPE: Brick pavers ELEVATION: SIZE: Ift square SQFT: — DEPTH:3.5ft PERIMETER: �j EST TOTAL GALLONS: SPILLWAY: NOTES: RAISED HEIGHT: SKIMMERS: I" from FFE RETURNS: TILE: decking INTERIOR MATERIAL: FILTRATION: Cartridge ie SPECIAL: INLINE: aver NOTES: SPECIAL: IC 40 sh 6 therapy PLUMBING earn 2hp RETURNS:3 SKIMMERS:I POOL MAIN DRAINS: 2 SPA MAIN DRAINS: aK BTU gas CLEANING SYSTEM: suction HEADS: th easy VAC LINES: ROBOT VAC: and spa WATER FEATURES: SPA SPILLWAY: LIGHTS IN POOL: LIGHTS IN SPA: !rift' pool TOTAL PIPE: tion before SPECIAL: NOTES: DECK DECK TYPE: Brick pavers ELEVATION: TOTAL DECK SQFT: 500 sft PERIMETER: RAISED BEAM: LIP STYLE: MATERIAL 1: MATERIAL 2: SPECIAL: NOTES: EQUIPMENT POOL PUMP: Intelliflo VS3050 2ND PUMP: FILTRATION: Cartridge FILTER SIZE: RP 150 HEATER: INLINE: TIMER: Easy Touch 4 Function GAS: SPECIAL: IC 40 NOTES: OR AL 12V LIGIIT IS. I," BRASS (SEE NOTES) SWIM -OUT OR LADDER REQUIRED (GR)#8 CU) WHERE DEPTH OVER Y DEEP (SEE NOTES) FLOW THRU SPA NO SKIMMER SKIMMER NO LIMITATIONS TO SHAPE EXCEPT FOR DIVING ENTRY REQUIRED (SEE NOTES) TYPICAL GIL FOR # 3 REBAR, 2' OUT WITH # 8 CU TO PUMP I RAIL OPTIONAL GENERAL POOL PLAN N.T.S. 2'.9" Min. EXCEPT FOR. SEE NSPI S RE: SLOPING ENTRIES. 4'-0" Max. —� HANDHOLDS OPTIONAL DECK. W/ 114" PITCH IN 10' WATER LINE 0 exCEPTION ROPE AND o, FLOATS IN! FALLED. W, ;t 8" Max. Radius LES THAN 4'-6" 7 Max 1� 11.0° Max. 3 Max. 1� 8' Min. TO SLOPE CHANGE POOL SECTION DETAIL N.T.S. SB2836, 20-07 FOR BODING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN'UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID COPPER NIRF BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 61NC}IES BELOW SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL. OF A SWIMMING POOL, OR SPA, IS I EEMF,D A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH s. i 180.26(c) OF THE NATIONAL ELECTRICAL CODE. PAVERS OR FOOTING 4" DECK 2,500 DECK FINISH OPTIONAL psi (Min.) CONIC. PER CONTRACT W/FIBER MESH (NON -SLIP) IF 8" POOL FINISH PER CONTRACT 8" X 8" FOOTING BEAM &"7" BAR W/(2) #3 BARS OPTIONAL FIN I SH8" OR 1 #5 BAR MAIICI " () 6 MARCI'rE OR 6" Min. W kLL & FLOOR THICKNESS. 3,500 psi (MIN.) CONC. #3 BARS ON �' EXPOSED AGGREGATE 12" CENTI RS EITHER WAY, TIE ALT. INTERSECTIONS 15" MIN. OVERLAP. 2" MIN. VERAGE ON STEEL W/CONC. TO ASTM At 5. A 16, ASTM A30-5 Structural subject to suitable soil conditions. POO /SPA DECK BEAM WALL FLOOR N.T.S. SKIMMER REQUIRED FOR SPA WITH INDEPENDENT FIILTRATTON SYSTEM > MAIN DRAIN REQUIRE CIRCULATION (TAMPER PROOF/SEE NOTES) LINE > LIGHTING &.BONDING SAME AS POOL > NO LIMITATIONS ON SHAPE GENERAL SPA PLAN N.T.S. FLORIDA BUILDING CODE R4501 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALL BE SCH.40 PVC, NSFpw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL. PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANS11ASME Al 12.19.82009 COVERS. AS AN ALTERNATE THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALI. HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A. MAXIMUM OF I X FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL. TO THE SUCTION PIPE. SIZE, SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 25 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH. ELECTRICAL REQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE 61M EDITION -RESIDENTIAL AND NEC 2014. -NO OUTLET OR OVERHEAD POWER WITHIN IV IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10' FROM POOL, R" ABOVE WATER, I BOX 4' FROM POOL, BRASS TO I BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. Determine System Flow Rate: Minimum Flow Rate Required: 35gpm per skimmer (Required: I Skimmer per 800 sl) Pool Volume: 500._ sq. R x 4 _ ave depth x 7.481 gat/ef = _ 15,(100 ___ gallons H Turnover Time in ours: _ hours x 60 min/hr=._3fo_....._ minutes Flow Rate: j_5_W gallons / 360 minutes = _..42_—_ 6'Pm PIPE SIZING CHART (MAXIMUN) PIPE SUCTION PRESSURE IW 35 GPM 65 GPM 2" 60 105 29 90 147 3„ 135 230 4" 235 396 FOR POOLS WITH VOLUME -15,000 GALS. PUMP: STARITE P6E6DL OR HAYWARD SUPERU K HP 42 GPM 60' TURN TURNOVER RATE _ 6 HOURS,- 360 MINS FILTER: ST'ARITE PTM 50, 50 GPM OR HAYWARD (.'751, 75 GPM CAPACITY MAIN DRAIN: HAYWARD W61048E CLEANER: HAYWARD VAC LOC MAIN SUCTION PIPE SIZE SKIMMER SUCTION PIPE. SIZE _X CLLANER/VACPIPE SIZE, . J , RETURN SUCTION PIPE SIZE _!J7_ • MAIN DRAINS AS OF 12-19-08 ANSI/ASMF. A112.19.8-2007 w POOL o_ MIN. GRATE OPEN AREA - FLAW/17.8 FOR VELOCITY 67SF,C EQUIPMENT LOCATION SPECIAL SPA REQUIREMENTS: -MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH{ 28% MAX. -FLOOR SLOPE 1:12 -STEPS: MIN. TREAD 10" X 12",7" MIN. RISER, 12" MAX. RISER EXCEPT THE BOTTOM STEP MAY BE 14' IF IT IS THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM. IF THE SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR 'TURNOVER. -MAXIMUM TEMPERATURE 104 DEGREES. -MEET ANSIINSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. GENERAL DESIGN REQUIREMENTS -DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSPACC 3, APSPACC 4, APSP/ICC 5, AND APSPACC 6 AND APSPACC 7 BASED ON THE POOL TYPE. -SEE NSPI FOR DIVING WATER ENVELOPES. -SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION REQUIREMENTS. -ALL POOLS WHETHER PUBLIC OR PRIVATE, SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (610 MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALI, BE LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIM -OUTS IN THE DEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. -CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50. -11 IE MAXIMUM TURNOVER RATE IS 12 HOURS. -FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. -SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -APPROVED MANUFACUTRED INLET FITTNGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON TILE BASIS OF AT LEAST ONE PER 300 SQUARE FEET (28 m2) OF SURFACE AREA. SUCH INLET FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO ENSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE AND SHALL INCORPORATE A CONVENIENT MEANS OF SEALING FOR PRESSURE TESTING OF THE POOL CIRCULATION PIPING. WHEN MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM). -HEATER SHALL MEET ANSI -221.56 OR UL 1261 OR UL 559. -DISINFECTANT EQUIPMENT SHALI. COMPLY WITH NSF 50. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. -RESLDENTLAL SWIMMING BARRIER REQUIREMENTS TO MEET SECTONS 454.2.17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 di �� •I N Q,i ccS �+J 0 Cn V -t •� C) Uv V � U n� ii" WWU).b C0 0 (3)� (] ��zw H F' N t` wx" Q� ro co r--1 a •ti A, 03 eF+ CLEANER IT HAS BEEN CERTIFIED THAT THESE DESIGN LINE REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE R4501, 6TH EDITON 454.2-2017, ANSVAPSPIICC 3, 4� ANSI/APSPACC 4, ANSI/APSP/ICC 5, AND ANSI/APSP/ICC 6 AND ANSUAPSP/ICC 7, ANSVAPSPACC 14, ANSVAPSP/ICC 15. Drawn RESIDENCE ISLAND POOLS LLC Date