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1057 Beach Avenue SURVEY 10.28.2016FOUND A-19 i 1 I I I to ! cfi a {' a t 2 C n Z n 2 I � t Or to .p Z t N � COASTAL CONSTRUCTION t CONTROL LINE I I i. I' to ! PROPOSED I ELEVATED TIMBER DECK w V PROPOSED N 21821 0.126159 BENCHMARK E 37480 .451764 NAIL IN POWER x 13.51 POLE EL. = 14.54 �� NA VD 88 DATUM ,rr 0.29' t IRICK `1 x 13.52 BRICK CONC ---�"_I _ _ \ 4 2 -STORY WOOD F. F. ELEV. = 15.77 I i . I I I 2 STORY WOOD I � \ #10 = = F.F.=15.57 12' N I ❑❑ 15.1' I I ' COV N I I 7.0' = = I BRICK N GARAGE\ y F.F.-14.61 2. -_ U NEW POO W BRICK 2-STORYjWOOD F.F. ELEV. 15.77 COASTAL CONSTRUCTION CONTROL LINE N8758'28'W 228.12' FOUND _.__.-0 A-20 MAP k')HOWING BOUNDARY SURVEY OF LOTS 5 & 6, BL CK 41, AS SHOWN ON THE PLAT OF ATLANTIC BEACH CORPORATIONAS RECORDED IN PLAT BOOK 6 PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. , CERTIFIED FOR: HOWARD J. & VICKI T. LOFF RE -SOD EXCAVATED AREAS PROPOSED PROPOSED �NC RELOCATED POOL DECK tDrx I FILL F13.36 PROPOSED N 2182148.J762 E 375 05.61735 �c'Q 13.58 I 8.1 N 21820 0.185572 E 37480 .121236 1 0 I� 200' 00 , �� 37 0' TO EROSION CONTROL � V . ., "j f +14.2 I� POOL DECK o V iV t CONC ---�"_I _ _ \ 4 2 -STORY WOOD F. F. ELEV. = 15.77 I i . I I I 2 STORY WOOD I � \ #10 = = F.F.=15.57 12' N I ❑❑ 15.1' I I ' COV N I I 7.0' = = I BRICK N GARAGE\ y F.F.-14.61 2. -_ U NEW POO W BRICK 2-STORYjWOOD F.F. ELEV. 15.77 COASTAL CONSTRUCTION CONTROL LINE N8758'28'W 228.12' FOUND _.__.-0 A-20 MAP k')HOWING BOUNDARY SURVEY OF LOTS 5 & 6, BL CK 41, AS SHOWN ON THE PLAT OF ATLANTIC BEACH CORPORATIONAS RECORDED IN PLAT BOOK 6 PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. , CERTIFIED FOR: HOWARD J. & VICKI T. LOFF RE -SOD EXCAVATED AREAS LOT 4 PROOSED P00� DECI �- PROPOSED RELOCATED FILL RE SOD EXCAVATED AR AS - 2» 75 DISTANCE OF NEW ELEVATED DECK 127, - 8„ SEAWARD SED DISTANCE SOF NEW POOL AWAR DECK SEAWARD DISTANCE OF NEW POOL 189 -- 0 SEAWARD ARD DISTANCE OF RELOCATED FILL 271 0" �TATION _INE SEAWARD DISTANCE OF 'VEGE 368'-0 � OF'' SEASONAL HIGH WATER LINE SEAWARD DISTANCE - p„ � 425 TANCE OF MEAN HIGH WATER LINE SEAWARD DIS � - p,� ± 46 3 SEAWARD DISTANCE OF 9• WATER LINE SCALE: 1' = 20' 10 20 40 SCALE: 1 " = 20' VEGETATION LINE PROPOSED PROPOSED RELOCATED POOL DECK I FILL LOT 7 PROPOSED N 2182148.J762 E 375 05.61735 �c'Q POOL I 8.1 Nib N84 o4 )52 "E 200' 00 , �� 37 0' TO EROSION CONTROL 15 +14.5 . ., "j f +14.2 POOL DECK o 13.6 x 15.1 POOL I 15d LOT WALK 1 I POO p. l o DEC o f � r 15 �. 40.5 TO ERCION C N7R +14.5 �h +14.25 LL FEN AR s N 218 E 375008. .4 829 LOT 4 PROOSED P00� DECI �- PROPOSED RELOCATED FILL RE SOD EXCAVATED AR AS - 2» 75 DISTANCE OF NEW ELEVATED DECK 127, - 8„ SEAWARD SED DISTANCE SOF NEW POOL AWAR DECK SEAWARD DISTANCE OF NEW POOL 189 -- 0 SEAWARD ARD DISTANCE OF RELOCATED FILL 271 0" �TATION _INE SEAWARD DISTANCE OF 'VEGE 368'-0 � OF'' SEASONAL HIGH WATER LINE SEAWARD DISTANCE - p„ � 425 TANCE OF MEAN HIGH WATER LINE SEAWARD DIS � - p,� ± 46 3 SEAWARD DISTANCE OF 9• WATER LINE SCALE: 1' = 20' 10 20 40 SCALE: 1 " = 20' VEGETATION LINE 7.8 x 2.9 x 2.8 SEASONAL HIGH WATER LINE MEAN HIGH WATER LINE NO TES.• 1.) BEARINGS SHOWN HEREON BASED ON COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN MAP BOOK C, PAGE 72-72H AND OFFICIAL RECORDS VOLUME 7379 PAGE 1769-1782. 2.) ELEVATIONS SHOWN HEREON BASED ON NA VD 88 DATUM. 2.) MEAN HIGH WATER ELEVATION OF 1.87 NA VD 88 DATUM. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33, 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 POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 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 62B-33.005(7). REVISIONS BY DEP PERMIT CCK ISSUE 10/28/16 U z� ..w Q LLJ z o I- w � Jo QJW�Nr�l �Q>=00 0 � QQ °� . I--- QI U0 JW o l,, =)0mz� � LL] LLJ N LLJ -j � 0 =C'U> J O CL 00 o_j�Y c/r)co Z Q ry U U w V) Q LU 0 z .J Ld > 1.L_ Q = = U U Q Q Ld Lit m m U oQ �J Q CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 10/28/16 SCALE 1" = 20'-0" JOB NO. E16-052 SHEET SHEET 1 OF 2 � o 1441 I 8.1 7.8 x 2.9 x 2.8 SEASONAL HIGH WATER LINE MEAN HIGH WATER LINE NO TES.• 1.) BEARINGS SHOWN HEREON BASED ON COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN MAP BOOK C, PAGE 72-72H AND OFFICIAL RECORDS VOLUME 7379 PAGE 1769-1782. 2.) ELEVATIONS SHOWN HEREON BASED ON NA VD 88 DATUM. 2.) MEAN HIGH WATER ELEVATION OF 1.87 NA VD 88 DATUM. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33, 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 POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 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 62B-33.005(7). REVISIONS BY DEP PERMIT CCK ISSUE 10/28/16 U z� ..w Q LLJ z o I- w � Jo QJW�Nr�l �Q>=00 0 � QQ °� . I--- QI U0 JW o l,, =)0mz� � LL] LLJ N LLJ -j � 0 =C'U> J O CL 00 o_j�Y c/r)co Z Q ry U U w V) Q LU 0 z .J Ld > 1.L_ Q = = U U Q Q Ld Lit m m U oQ �J Q CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 10/28/16 SCALE 1" = 20'-0" JOB NO. E16-052 SHEET SHEET 1 OF 2 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 ZI Q EXISTING FINISHALL LLJ w ELEVATIONS AS SHOWN HEREON ARE wIJ HIS wl HIW Q w Q Z 30.0' Xla XIJ 01 0_11 EL.+15.12 NAVD ---------------- --- �w CL C� Q a� Z --d 25.025.0' NEW POOL DECK -NEW POOL F_ 'I NEW POOL DECK � ��o I� II 20,0' II �I zI RE -SOD AREAS FILLED WITH W EDGE OF PAVEMENT EXISTING GRADE C) Z� ZZ 15.0' o W �Lli >�ZI ��I �m I 0 J 10.0' W O 10.0' 01 z EXISTING GRADE > �I~ > 5.0 �I �I �I� a� H w al a a xl� N Q Z O W L' W D -I OIO WJ WW LLJ IW O W I U U � II (nW I NZ N:;r I I I I I II I I I 463'-0"t SEAWARD DISTANCE OF "0" WATER LINE 425'-0"t SEAWARD DISTANCE OF MEAN HIGH WATER LINE 368'-0"t � II SEASONAL HIGH I SEAWARD DISTANCE 0271 WATER LI�JE I I �� SEAWARD DISTANCE OF VEGETATION LINE 189'-0"t I I � SEAWARD DISTANCE I I (I I OF RELOCATED FILL i� 140'-2" SEAWARD DISTANCE I I II I OF NEW POOL DECK I I I 127'-8" I I r SEAWARD DISTANCE I I III OF NEW POOL I I 75-2" SE DISTANCE NEW ELARD E ATEDT MBER DE K EXISTING TWO STORY RESIDENCE 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 ZI Q EXISTING FINISHALL LLJ w ELEVATIONS AS SHOWN HEREON ARE wIJ HIS wl HIW Q w Q Z 30.0' Xla XIJ 01 0_11 EL.+15.12 NAVD ---------------- --- �w CL C� Q a� 0.0' NAVD EXCAVATION QUANTITIES: TOTAL EXCAVATION FROM POOL TOTAL EXCAVATION FROM PILE TOTAL EXCAVATION NET EXCAVATED FILL USED AS SITE FILL SEAWARD OF CCCL 234.2 CYDS 6.9 CYDS = 241.1 CYDS = +241.1 CYDS EXCAVATION NOTES: 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. SITE PROFILE SCALE: 1 " = 20' (HORIZONTAL) (VERTICAL SCALE EXAGERATED) ow, TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33, 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 POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 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 62B-33.005(7). rREVISIONS B -) Y DEP PERMIT CCK ISSUE 10/28/16 U zcn —G:f Lu .. Lu Q LLQ z o _0 �wz�o QJL w00o �Q> .�a0 UvJmol� DO ZN �Lu UJ W Ld cn J a- oo _0O>Jo0 nZp0IL.� O��Y cf)z Q O _3 U U Lv W U z Q LTJ0 LLJ D o Q O O z > � Qi aW U . UQ Q L�.I LiJ m W m U I\ FZz LL of 0 _j a CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 10/28/16 SCALE 1"= 20'-0" JOB NO. E16-052 SHEET C 2 Ls -H 2 OF 2 EXISTING FINISHALL ELEVATIONS AS SHOWN HEREON ARE FLOOR AT BASED ON NAVD 1988 DATUM 30.0' 30.0' EL.+15.12 NAVD ---------------- --- > NEW ELEVATED TIMBER DECK --d 25.025.0' NEW POOL DECK -NEW POOL F_ EXISTING GRADE OF NEW POOL DECK > PROPOSED GRADE FILL 20,0' 20.0 RE -SOD AREAS FILLED WITH EDGE OF PAVEMENT EXISTING GRADE C) 15.0 15.0' 0 10.0' C-) 10.0' EXISTING GRADE > > 5.0 5.0' z 0.0' NAVD EXCAVATION QUANTITIES: TOTAL EXCAVATION FROM POOL TOTAL EXCAVATION FROM PILE TOTAL EXCAVATION NET EXCAVATED FILL USED AS SITE FILL SEAWARD OF CCCL 234.2 CYDS 6.9 CYDS = 241.1 CYDS = +241.1 CYDS EXCAVATION NOTES: 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. SITE PROFILE SCALE: 1 " = 20' (HORIZONTAL) (VERTICAL SCALE EXAGERATED) ow, TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33, 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 POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 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 62B-33.005(7). rREVISIONS B -) Y DEP PERMIT CCK ISSUE 10/28/16 U zcn —G:f Lu .. Lu Q LLQ z o _0 �wz�o QJL w00o �Q> .�a0 UvJmol� DO ZN �Lu UJ W Ld cn J a- oo _0O>Jo0 nZp0IL.� O��Y cf)z Q O _3 U U Lv W U z Q LTJ0 LLJ D o Q O O z > � Qi aW U . UQ Q L�.I LiJ m W m U I\ FZz LL of 0 _j a CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 10/28/16 SCALE 1"= 20'-0" JOB NO. E16-052 SHEET C 2 Ls -H 2 OF 2 .............. _ ... .......... _ . .._........ _..... _.... ._._.... _ ._ _ ...... . z o. QI �I EL +15 00' NAVD NOTE: CONTRACTOR SHALL ADJUST POOL ELEVATIONS, POOL DECK ELEVATIONS, AND SITE GRADES, AS REQUIRED, TO BLEND IN WITH THE EXISTING GRADES AND HOUSE CONDITIONS COASTAL CONSTRUCTION TOP OF DECK DRAIN co CONTROL LINE NEW ELEVATED NEW TIMBER DECK DRAINAGE SWALE �� N84045 522 E x 14.2 }cn F CONCRETE cn EQUIPMENT U, .3' °' ® E (STING +14.5EL. +15.08' NAVD 4 •$ ®® W00 S TSPS 15 , �o o Z�j 0 cn C,O� I I �I 6 BRICK O BRICK 0 V CONC &BRICK i °1w �t o� 3.8'\ 15.1' CO VEREI) hti 7.0' \ N GARAGE. � F.F.=14.61' 35.5' w BRICK s COASTAL CONSTRUCTION CONTROL LINE s 2 STORY WOOD #1057 F.F.=15.12\ WATERPROOFING AND FLASHING DESIGNED BY OTHERS 0.2' II II II II \ II +14.5 121 MA Nzi RE -SOD AREAS FILLED WITH EXCAVATED SAND NEW POOL DECK. TRAVERTINE FIELD PAVERS PROPOSED RELOCATION OVER COMPACTED SAND OF SITE FILL SEAWARD OF 200. OO BED. FINISH TO BE THE COASTAL CONSTRUCTION DETERMINED BY OWNER CONTROL LINE 15 El- x 16.1 x 14.6 +14.25 +14.5 F EL. +15.08' NAVD EDGE OF DECK \ tF iF 0 F EL. +15.33' NAVD .`F FF I FF° TOP OF POOL F` EFFF EL. +15.0 NAVD f` COPING' ��`��' `� EDGE 7DECK 0 � �FF r�12 -------- - -� �EALC.H.___-= C ------------------ ---------------------= t BULB LUME S HAYWARD TYPE OF MOUNTING r�- FIXTURE STEP AND TYPE STRUCTURAL POOL SHELL WALLS f'c MODEL No. MOUNT HEIGHT 5) PILE CAPACITY SHALL BE 10 TONS. HAYWARD COLORLOGIC 2pcs AT POOL 95 watt LED STEP SP0527SLED50 HORIZONTAL 2'-0" BELOW SUNS ELF STEPS PSI O U z w o FLUSH MOUNT WATERLINE PSI COLOR: AMBER LED 1 pc AT SPA 40 watt LED z SP0535SLED50 TEE Q o - I .x 15.1 POOL POOL DEPTH W =0 UQ Z ��Q =� O 3SPA P m U VARIES U. Q r7 STRUCTURAL POOL SHELL SLABS AND WALLS 0.42 J Q N U v J m o 3'-6" TO 5-0" 4 � z cv AUGERCAST ANCHOR PILE H O , v LLJ cn cno w aoo SLAB ON GRADE b, SUNSH LF EL. +16. D 3' NAV DEE DRAINS J CL?00 oow _ ALL POOL SHELL WALLS, SLABS, GRADE BEAMS, TOP OF SPA ' Y PILE CAPS SHALL CONTAIN "PREVENT -C" SHRINKAGE 14 - ACRYLIC ALL 36 -0 --------- MINERALS. THE DESIGN MIX SHALL BE PROPORTIONED -----{-, -------------- ---r,��----------------- �,��.---- -------------�� 11• 9 � •' • III �' 15 75'-2" SEAWARD DISTANCE OF NEW ELEVATED DECK i COASTAL CONSTRUCTION CONTROL LINE NOTE: POOL MANUFACTURER RESPONSIBLE � FOR THE DESIGN AND INSTALLATION OF POOL EQUIPMENT PEDESTALS AS REQUIRED BY FEMA REQUIREMENTS INSTALL AN AUTOMATIC TIMER FOR THE POOL LIGHT TO ENSURE THAT THE POOL LIGHT IS TURNED OFF WHEN NOT IN USE NOTE: NO EXTERIOR DECK LIGHTING PROPOSED NOTE: POOL DRAINAGE SHALL BE DIRECTED TOWARDS NEW DRAINAGE SWALES .J NEW ELEVATED TIMBER DECK NEW DRAINAGE SWALE 127'-8" SEAWARD DISTANCE OF NEW POOL 1401-2" SEAWARD DISTANCE OF NEW POOL DECK oAC `�•.'. Fd f' F Ir � FF FF e f' FF EL. +15.08' NAVD 40 �FF EDGE OF DECK 40 a* NEW I T°, POOL 15.2 LO 5 x N WALK I DECK FF: .F F� »` 12;_6» F 3 EL. +15.25' N VD EL. +15.08' NAVD EXISTING EL. +15.33' NAVD EDGE OF DEC EDGE OF DECK GRADE T ' REMAI TOP OF POOL AS S COPING EL. +15.25 N D 15 EDGE OF DE �N +14.25 +14.5 h 15 NC ARE ` 14 4' & W OD 13 ------------- NEW POOL DECK. TRAVERTINE FIELD PAVERS OVER COMPACTED SAND PROPOSED RELOCATION BED. FINISH TO BE OF SITE FILL SEAWARD OF DETERMINED BY OWNER THE COASTAL CONSTRUCTION CONTROL LINE RE -SOD AREAS FILLED WITH EXCAVATED SAND 189'-0"f SEAWARD DISTANCE OF RELOCATED FILL POOL SITE PLAN AND GRADING PLAN SCALE: 1/8" 1p-019 INDICATES SLOPE/RUNOFF 15 PROPOSED GRADING 15-- EXISTING GRADE 15.7 EXISTING SPOT ELEVATION ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988 DATUM EXCAVATION FROM POOL SHALL BE USED AS BACKFILL AROUND POOL DECK. NO IMPORTED FILL PERMITTED. 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 NOTE: THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES) STRUCTURAL NOTES: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. DEP DESIGN CRITERIA: DUVAL COUNTY MONUMENT R049 100 YEAR STORM ELEVATION +17.5' NGVD (EL.+16.4' NAVD) WAVE CREST HT. 100 YEAR STORM DESIGN + 5.5' NGVD (EL.+ 4.4' NAVD) GRADE LIVE LOADS: UNIFORM LIVE LOADS: POOL DECK SLABS/COPING 40 PSF ALLOWABLE _UNIT STRESSES CONCRETE: (PER ACI 318) CONCRETE: REVISIONS BY DEP PERMIT CCK ISSUE 10/28/16 SLAB ON GRADE f'c = 3000 NUMBER OF BULB LUME S HAYWARD TYPE OF MOUNTING SYMBOL FIXTURE FIXTURES AND TYPE STRUCTURAL POOL SHELL WALLS f'c MODEL No. MOUNT HEIGHT 5) PILE CAPACITY SHALL BE 10 TONS. HAYWARD COLORLOGIC 2pcs AT POOL 95 watt LED PSI SP0527SLED50 HORIZONTAL 2'-0" BELOW CONCRETE PILE CAPS f'c 4.0 LED POOL LIGHT PSI O U z w o FLUSH MOUNT WATERLINE PSI COLOR: AMBER LED 1 pc AT SPA 40 watt LED z SP0535SLED50 �o z Lij Q EXCAVATION FROM POOL SHALL BE USED AS BACKFILL AROUND POOL DECK. NO IMPORTED FILL PERMITTED. 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 NOTE: THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES) STRUCTURAL NOTES: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. DEP DESIGN CRITERIA: DUVAL COUNTY MONUMENT R049 100 YEAR STORM ELEVATION +17.5' NGVD (EL.+16.4' NAVD) WAVE CREST HT. 100 YEAR STORM DESIGN + 5.5' NGVD (EL.+ 4.4' NAVD) GRADE LIVE LOADS: UNIFORM LIVE LOADS: POOL DECK SLABS/COPING 40 PSF ALLOWABLE _UNIT STRESSES CONCRETE: (PER ACI 318) CONCRETE: REVISIONS BY DEP PERMIT CCK ISSUE 10/28/16 SLAB ON GRADE f'c = 3000 PSI ASTM A185 SOIL BEARING PRESSURE: U STRUCTURAL POOL SHELL SLABS f'c = 5000 PSI 2) MINIMUM 8'-0" LENGTH z cn STRUCTURAL POOL SHELL WALLS f'c = 5000 PSI z 5) PILE CAPACITY SHALL BE 10 TONS. AUGERCAST CONCRETE ANCHOR PILE f'c = 5000 PSI THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318 AND ACI 301. �w Q W z o CONCRETE PILE CAPS f'c = 5000 PSI O U z w o CONCRETE GRADE BEAMS f'c = 5000 PSI 0 W Q J z oN z �o z Lij Q V) Qi W =0 UQ Z ��Q =� O CONCRETE MAXIMUM WATER CEMENT RATIO: m U U. Q r7 STRUCTURAL POOL SHELL SLABS AND WALLS 0.42 J Q U v J m o CONCRETE PILE CAPS AND GRADE BEAMS 0.42 z cv AUGERCAST ANCHOR PILE 0.46 O v LLJ cn cno w aoo SLAB ON GRADE 0.52 = U > J CL?00 oow _ ALL POOL SHELL WALLS, SLABS, GRADE BEAMS, ANDcl Y PILE CAPS SHALL CONTAIN "PREVENT -C" SHRINKAGE V)Q REDUCING ADMIXTURE AS MANUFACTURED BY VITRO - z o0 MINERALS. THE DESIGN MIX SHALL BE PROPORTIONED TO BE COMPATABLE WITH THIS ADMIXTURE WITH RESPECT = U 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 8'-0" LENGTH 3) REINFORCE w/ 6-#5 x 10'-6" w/ #3 TIES AT 12" O.C. 4) CONCRETE f'c = 5000 PSI z 5) PILE CAPACITY SHALL BE 10 TONS. REINFORCED CONCRETE ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS 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. O 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. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 626-33, 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 POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 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 62B-33.005(7). z Q j z 0 Q O U z Q 0 W w� z �o z Lij Q V) Qi W =0 UQ Z wm m U U. 0 z o O J Q O O CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 10/28/2016 SCALE 1/8 = 1 ' - 0" JOB NO. E16-052 SHEET SHEET 1 OF 4- z.� 0 I 0 I N L. + 12.83'1 NAVD TOP OF1 PILE 0 0 N � NOTE: INSTALL 2pcs #5 CORNER BARS AT EACH END OF POOL GRADE BEAM "PB -3" INTERSECTION w/ POOL GRADE BEAM "P13-111. PROVIDE 25" MINIMUM LAP. 51'-0" 12)— 311 129-31f 12'-3" 1,_0„ 12,_3„ 6„ 14, _ a„ 1, —oil , _ O„ 34, _ o„ 6 SUNSHELF TEPSTE 2 EL. +8.73' NAVD 1 8'-0" 3 TOP OF PILE EL. +12.83' NAVD P-3 EL. 10.08' NAVD p-3 EL. +9.33' NAVD P-3 DEEP WELL TOP OF PILE TOP OF PILE , I TOP OF PILE 1 ----_ - - - - - - - '- - - - - - - - -�- - - - - - - - - - - - - - - - - - - ' - _T- - - - - - - - - - - - - - - - - ' —�--'— r ---------------- --------- --- —I------------- — ----cfl T O I — �I _ I IFPB-11BENCH PB -1 -- t°il L PB -1 BENCH I I PB -1 BENCH� J II\ JI �� I J I I I ------------------------------------------I T.00 I Ii r--------------------------------- -------------------1 I -T------------------------------- ---- ---- --------1 i r--------------- --I i r ----------- _T � L---r—J oil ' STEP _I STEP STEP ; I I STEP STEP STEP I m oo , I I ; e- STEPS 4� 2,_0„x2,_0" RAISED STEPS EL. +10.08' NAVD TOP OF PILE 10 - I - AST -IEP STEP STEP I I I 6"I ,— 2'-0" 1'-0' 2'-0" 1'-0' 2'-0>, 1'— I � I EL. —3'-6" i N EL. —4'_6„ m 0 °- PILE LAYOUT EL. +8.83' NAVD TOP OF PILE O I N w/ 4—#5 BOTTOM (TYPICAL AT LONG SIDE) L— —J c0 BE CH - I '''-0" 1 —6" 4 1' 6 " 1 =o U m`r t11 SPA SPA I LIGHT DRAIN BE CH C° ; I TOP OF PILE 0„ DEE P WELL �-- DRAINS rEL i N EL. —4'_6„ m 0 °- PILE LAYOUT EL. +8.83' NAVD TOP OF PILE O I N I i - I- 0 w/ 1—#4 ®12 O.C., ; I ' CENTERED, EACH WAY I I r7 EL. +1 08' NAVD ' L _J .; I m TOP OF PILE , — a- I EL. 4 6 m I I 10,_0„ _8 I N I SUNSHELF ' I; 14,_0„ 00 36,_0„ 6 6 , I i i i I I , I I I POOL P OL --1- r---�—,----, LIGHT -- LI HT ---4 ,---- -- r -, �- I _�I _ _� B�—1 - P B 1 I I I ------------------------------- I I J I J I _-i__ _j co—L--- a— -------------------- ---I-- — L----- ---------- — — — — — — — ,— ' EL. +10.08' NAVD I EL. +9.33' NAVD � EL. 8.73' NAVD EL. +8.83' NAVD EL. +12.83 NAVD 2 TOP OF PILE TOP OF PILE _ TOP OF PILE TOP OF PILE TOP OF PILE P-3 6" CONCRETE POOL SIDE WALL w/ 3 5 1 2 #4 REINFORCING ® 12" O.C. �i 0 R PILE LAYOUT PLAN.P-3p_3p-4 EACH WAY, CENTERED (TYPICAL) POOL AN P-3 SCAf: 3/8" = 1'-0" I INDICATES 6"0 "AUGERCAST" I/ I CONCRETE 4,NCHOR PILE GENERAL NOTES: 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFILL. 2) ALL DEP APPROVED AND FILL SHALL BE BACKFILLED AND COMPACTED TO A DENSITY OF 95% OF BEND OVER 6—#5 VERTICAL REINFORCING FROM AUGERCAST CONCRETE ANCHOR PILE INTO MONOLITHIC POOL SHELL EL. VARIES TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 6—#5 x 10'-6" LONG w/ #3 TIES © 12 O.C. AT 8'-0" LONG PILE 0 � I CN, PILE SECTION SCALE: 3/4" = 1'-0" EL. VARIES BOTTOM OF PILE TYPICAL 16" DIAMETER CONCRETE ANCHOR PILE 2 ELEVATION P-2 SCALE: 3/8" = 1'-0" 11'— 4" 3—#4 EACH WAY ABOVE PILE 16 wide x 12"deep POOL GRADE BEAM 1pPB-1" w/ 4—#5 BOTTOM (TYPICAL AT LONG SIDE) BEND OVER 6—#5 VERTICAL REINFORCING FROM "AUGERCAST" CONCRETE ANCHOR PILE INTO MONOLITHIC co _ I EL.+8.8'NAD U W ; I TOP OF PILE 0„ DEE P WELL �-- DRAINS rEL -1 w 0 POOL I ,' I 0 Z Q I 00 I POOL DEPTH VARIES I 0 0 — J I 0o N 3'_6„ TO 5'-0" I �� L -; ' I N J Q w wm 1 DEEP WELL , I I W LL._ '' I— L1 DRAINS P-4 j I 6„ CONCR I WALL„ w/ TEP 4 REI OL END FORCING ' © 12 O.C. EACH WAY, J 6” CONCRETE POOL SLAB CENTERED (TYPICAL) I i - I- 0 w/ 1—#4 ®12 O.C., ; I ' CENTERED, EACH WAY I I r7 EL. +1 08' NAVD ' L _J .; I m TOP OF PILE , — a- I EL. 4 6 m I I 10,_0„ _8 I N I SUNSHELF ' I; 14,_0„ 00 36,_0„ 6 6 , I i i i I I , I I I POOL P OL --1- r---�—,----, LIGHT -- LI HT ---4 ,---- -- r -, �- I _�I _ _� B�—1 - P B 1 I I I ------------------------------- I I J I J I _-i__ _j co—L--- a— -------------------- ---I-- — L----- ---------- — — — — — — — ,— ' EL. +10.08' NAVD I EL. +9.33' NAVD � EL. 8.73' NAVD EL. +8.83' NAVD EL. +12.83 NAVD 2 TOP OF PILE TOP OF PILE _ TOP OF PILE TOP OF PILE TOP OF PILE P-3 6" CONCRETE POOL SIDE WALL w/ 3 5 1 2 #4 REINFORCING ® 12" O.C. �i 0 R PILE LAYOUT PLAN.P-3p_3p-4 EACH WAY, CENTERED (TYPICAL) POOL AN P-3 SCAf: 3/8" = 1'-0" I INDICATES 6"0 "AUGERCAST" I/ I CONCRETE 4,NCHOR PILE GENERAL NOTES: 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFILL. 2) ALL DEP APPROVED AND FILL SHALL BE BACKFILLED AND COMPACTED TO A DENSITY OF 95% OF BEND OVER 6—#5 VERTICAL REINFORCING FROM AUGERCAST CONCRETE ANCHOR PILE INTO MONOLITHIC POOL SHELL EL. VARIES TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 6—#5 x 10'-6" LONG w/ #3 TIES © 12 O.C. AT 8'-0" LONG PILE 0 � I CN, PILE SECTION SCALE: 3/4" = 1'-0" EL. VARIES BOTTOM OF PILE TYPICAL 16" DIAMETER CONCRETE ANCHOR PILE 2 ELEVATION P-2 SCALE: 3/8" = 1'-0" 11'— 4" 3—#4 EACH WAY ABOVE PILE 16 wide x 12"deep POOL GRADE BEAM 1pPB-1" w/ 4—#5 BOTTOM (TYPICAL AT LONG SIDE) BEND OVER 6—#5 VERTICAL REINFORCING FROM "AUGERCAST" CONCRETE ANCHOR PILE INTO MONOLITHIC co _ POOL SHELL 2'-0"x2'-0" PILE CAP 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 6—#5 x 10'-6" LONG w/ #3 TIES @ 12" O.C. AT 8'-0" LONG PILE (TYPICAL 10 LOCATIONS) 1-011 2 TYPICAL ANCHOR PILE CAP DETAIL 3 SECTION P-2 SCALE: 3/4" = 1'-0" EXPANSION JOINT AND SEALANT EL. +15.33' NAVD OPTIMUM MODIFIED S ANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE INSTALLED IN 12" LAYERS. EL. +15.33' NAVD EXPANSION JOINT AND SEALANT NEW DECK DRAIN TOP OF COPING 3) REFER TO POOL MAN FACTURER'S PLANS FOR DETAILS OF THE POOL, PLUMBING/PIPING, AND TOP OF COPING TRAVERTINE FIELD PAVERS OVER TRAVERTINE FIELD PAVERS OVER BED. FINISH 6 , ELECTRICAL REQUIRE ENTS. 6" COMPACTED SAND BED. FINISH 14 —0 36 '-0" COMPACTED SAND TO BE DETERMINED BY OWNER TO BE DETERMINED BY OWNER CANTILEVERED TRAVERTINE #4 TOP w/ 900 STD CANTILEVERED TRAVERTINEUP PING AS PER POOL RFND ® 12" O.C. COPING AS PER POOL BUILD EXCAVATED TER BUILD UP PERIMETER CO CTURER OWNER WITH WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE 10" BOND BEAM w/ 2—#4 CONTINUOUS ON SIDES AND AROUND PERIMETER INTEGRAL POOL GRADE BEAM "PB -3" w/ 4—#5 BOTTOM EL. +12.83' NAVDAh 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/ 6—#5 x 10'-6" LONG w/ #3 TIES ® 12" O.C. AT 8'-0" LONG PILE MANUFACTURER/OWNER ,---WATERLINE TILE SUNSHELF (TYPICAL) PB -3 12"wide x 38"deep POOL GRADE BEAM "PB -4" w/ 3—#5 TOP AND 3—#5 BOTTOM w/ #3 STIRRUPS @ 6"/12"O.C. PB -4 EL. +10.08' NAVD TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR PILE BEYOND EL. +4.83' NAVD BOTTOM OF PILE EL. +2.08' NAVD � BTM OF PILE 1'- SPFOND { BEYI 0 ADD #4 HORIZONTAL @ 12" O.C. AT INTERIOR FACE OF POOL EL. +9.33 NAVD TOP C F PILE #3 STIRRUPS © 6" O.C. FIRST 3'-0 EACH END, THEN 12" O.C. AT MIDDLE 6" CONCRETE POOL SLAB w/ 1—#4 @ 12" O.C., CENTERED, EACH WAY 16"0 "AIJGERCAST" CONCRETE ANCHOR PIE BEYOND EL. +1.33 NAVD ,L BTM OF PILE 16 wide x 12"deep POOL GRADE BEAM "PB -1" BEYOND EL. +8.73' NAVD TOP OF PILE EL. +14.83' NAVD mwWATER LINE EL. +9.83' NAVD BOTTOM OF POOL LONGITUDINAL CROSS SECTION _ _ SECTION \�P�-2SCALE: 3/8" = 1'-0" MANUFA / WATERLINE TILE (TYPICAL) DEEP WELL DRAINS EL. +9.33' NAVD BOTTOM OF POOL SLAB —16"0 "AUGERCAST" CONCRETE ANCHOR PILE BEYOND EL. +0.73' NAVD BOTTOM OF PILE 0 1 24" LAP SLOPE EXISTING SAND FILL EXISTING GRADE :.., 10" BOND BEAM w/ 2—#4 CONTINUOUS ON SIDES AND AROUND PERIMETER 6" CONCRETE POOL END WALL w/ #4 REINFORCING @ 12" O.C. 1 EACH WAY, CENTERED (TYPICAL) 16"wide x 12" deep POOL GRADE • BEAM "PB -2" w/ 4—#5 BOTTOM EL. +8.83' 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 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 6—#5 x 10'-6" LONG w/ #3 TIES © 12" O.C. AT 8'-0" LONG PILE *EL. +0.83' NAVD OTTOM OF PILE NOTE: INSTALL 2pcs #5 CORNER BARS AT EACH END OF POOL GRADE BEAM "PB -2" INTERSECTION w/ POOL GRADE BEAM "PB -1 ". PROVIDE 25" MINIMUM LAP. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 626-33, 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 POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 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 62B-33.005(7). REVISIONS BY DEP PERMIT CCK ISSUE 10/28/16 U zC/) w ..w Q LLJ z o =zwo �wz_j0 Q � CO 0 �QQi°� U 0 _jm �Omz N ry OfUJ w .-. LLJ u) u)1 a- oo = 0 _j CC) a_Z00�-�0 OJ�Y -0 cy U _ U CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 10/28/2016 SCALE " = 1'-0" 3/8 JOB NO. E16-052 SHEET P 2 SHEET 2 OF 4 Z U W V Z w U �— Z Q wo wof 0 — m0 Z � > Q= <=: W U UQ J Q w wm m U W LL._ '' I— L1 o< J 0 Q Z Q J O O I CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 10/28/2016 SCALE " = 1'-0" 3/8 JOB NO. E16-052 SHEET P 2 SHEET 2 OF 4 EXPANSION JOINT AND SEALANT TRAVERTINE FIELD PAVERS OVER EL. +15.33' NAVD COMPACTED SAND BED. FINISH 6" rl�TOP OF COPING TO BE DETERMINED BY OWNER V/6" 1'-0" 1'-0" BUILD UP PERIMETER WITH EXCAVATED SLOPE EXISTING SAND FILL EXISTING GRADE `lY BENCH 10" BOND BEAM w/ 2—#4 CONTINUOUS ON SIDES sT� AND AROUND PERIMETER 6" CONCRETE POOL SIDE WALL W/ #4 REINFORCING ® 12" O.C. EACH WAY, CENTERED 16"wide x 12"deep POOL GRADE BEAM "PB -1" w/ 4—#5 BOTTOMof • - EL. +8.83' 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 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 6—#5 x 10'-6" LONG w/ #3 TIES © 12" O.C. AT 8'-0" LONG PILE EL. +0.83' NAVD BOTTOM OF PILE EXPANSION JOINT AND SEALANT TRAVERTINE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER --� BUILD UP PERIMETER WITH EXCAVATED SLOPE EXISTING SAND FILL EXISTING GRADE ' •. F,. x 'ice . j . '•.? r • ..r , , 10" BOND BEAM w/ 2—#4 CONTINUOUS ON SIDES AND AROUND PERIMETER 6" CONCRETE POOL SIDE WALL w/ #4 REINFORCING ® 12" O.C. EACH WAY, CENTERED 16 wide x 12"deep POOL GRADE BEAM "PB -1" w/ 4—#5 BOTTOM EL. +9.33' NAVD Ah TOP OF PILE 3—#4 EACH WAY ABOVE PILE Y" 2' -0"x2' -0"x1' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 6—#5 x 10'-6" LONG w/ #3 TIES © 12" O.C. AT 8'-0" LONG PILE EL. +1.33' NAVDAh BOTTOM OF PILE • I BENCH EXPANSION JOINT AND SEALANT TRAVERTINE FIELD PAVERS OVER COMPACTED SAND BED. FINISH 6" TO BE DETERMINED BY OWNER BUILD UP PERIMETER WITH EXCAVATED SLOPE EXISTING SAND FILL EXISTING GRADE 10" BOND BEAM CONTINUOUS ON SIDES AND AROUND PERIMETER 16 wide x 12"deep POOL GRADE BEAM 3"PB-1 " w/ 4—#5 BOTTOM EL. +12.83' 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 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 6—#5 x 10'-6" LONG w/ #3 TIES @ 12" 0. C. AT 8'-0" LONG PILE EL. +4.83' NAVD BOTTOM OF PILE S MONOLITHIC CONCRETE BENCH/STEPS w/ 1—#4 @ 12" O.C., EACH WAY 25'-0" EL. +14.83' NAVD W WATER LINE o I 6" CONCRETE POOL SLAB 12 EL. +9.83' NAVD w/ 1—#4 ® 12" O.C., LAP BOTTOM OF POOL CENTERED, EACH WAY EL. +9.33' NAVD BOTTOM OF POOL SLAB NOTE: INSTALL 2pcs #5 CORNER BARS AT EACH END OF POOL GRADE BEAM "PB -1" INTERSECTION w/ POOL GRADE BEAM "PB -2". PROVIDE 25" MINIMUM LAP. EL. +15.33' NAVD TOP OF COPING �`— DEEP WELL DRAINS 16 wide x 12"deep POOL GRADE BEAM "PB -2" BEYOND 16"0 "AUGERCAST" CONCRETE ANCHOR PILE BEYOND CROSS SECTION AT DEEP WELL 1 SECTION P-3 SCALE: 3/8" = 1'-0" 25'-0" MONOLITHIC CONCRETE BENCH/STEPS w/ 1—#4 @ 12" O.C., EACH WAY 12" -H LAP SEP � n EL. +15.33' NAVD TOP OF COPING EL. +14.83' NAVD IV WATER LINE 6" CONCRETE POOL SLAB w/ 1—#4 ® 12" O.C., CENTERED, EACH WAY CROSS SECTION AT SHALLOW END 2 SECTION �-3SCALE: 3/8" = 1'-0" 25'-0" 6" CONCRETE POOL SLAB w/ 1—#4 ® 12" O.C., CENTERED, EACH WAY 16 wide x 12"deep POOL GRADE BEAM "PB -3" BEYOND 16"0 "AUGERCAST" CONCRETE ANCHOR PILE BEYOND EL. +15.33' NAVD TOP OF STEP TRAVERTINE STEP EL. +14.83' NA\ W WATER LINE I 24" LAP I 24 LAP MONOLITTHIC PB -1 2'-0"x2'-0" RAISED STEPS w/ #4 VERTICAL DOWELS 12" O.C. AROUND THE PERIMETER w/ 3pcs #3 TIES CROSS SECTION AT SUNSHELF rT SECTION J-3SCALE: 3/8" = 1'-0" EXPANSION JOINT AND SEALANT TRAVERTINE FIELD PAVERS OVER 6" COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER SLOPE 10" BOND BEAM w/ 2—#4 CONTINUOUS ON SIDES AND AROUND PERIMETER 6" CONCRETE POOL SIDE WALL w/ #4 REINFORCING ® 12" O.C. EACH WAY, CENTERED (TYPICAL) 16"wide x 12"deep POOL GRADE BEAM "PB -1" w/ 4—#5 BOTTOM EL. +8.83' NAVD TOP OF PILE 3—#4 EACH WAY ABOVE PILE 21-09px2'-0"x1'-0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 6—#5 x 10'-6" LONG w/ #3 TIES @ 12" O.C. AT 8'-0" LONG PILE EL. +0.83' NAVD BOTTOM OF PILE EXPANSION JOINT AND SEALANT TRAVERTINE FIELD PAVERS OVER 6" COMPACTED SAND BED. FINISH rTO BE DETERMINED BY OWNER SLOPE 10 BOND BEAM w/ 2—#4 CONTINUOUS ON SIDES AND AROUND PERIMETER 6" CONCRETE POOL SIDE WALL w/ #4 REINFORCING ® 12" O.C. EACH WAY, CENTERED (TYPICAL) 16"wide x 12"deep POOL GRADE BEAM "PB -1" w/ 4—#5 BOTTOM EL. +9.33' 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 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 6—#5 x 10'-6" LONG w/ #3 TIES @ 12" O.C. AT 8'-0" LONG PILE EL. +1.33' NAVD BOTTOM OF PILE EXPANSION JOINT AND SEALANT TRAVERTINE FIELD PAVERS OVER COMPACTED SAND BED. FINISH 6" TO BE DETERMINED BY OWNER BUILD UP PERIMETER WITH EXCAVATED EXISTING SAND FILL SLOPE EXISTING GRADE w .: 01 10" BOND BEAM w/2—#4 CONTINUOUS ON SIDES • - AND AROUND PERIMETER Q INTEGRAL POOL GRADE LU0 BEAM "PB -3" w/ 4—#5 BOTTOM 0 EL. +12.83' NAVD U) TOP OF PILE > w Q= LOCATE ALL LAP SPLICES WITHIN THE POOL SHELL SLAB. AVOID O LAP SPLICES WITHIN THE POOL Qw wm SHELL WALLS. 16"0 "AUGERCAST" r1 CONCRETE ANCHOR PILE w/ z 6—#5 x 10'-6" LONG w/ #3 TIES ® 12" O.C. AT 8'-0" LONG PILE NOTE: INSTALL 2pcs #5 CORNER BARS AT EACH END OF POOL GRADE BEAM "PB -3" INTERSECTION w/ POOL GRADE BEAM "P13-111. PROVIDE 25" MINIMUM LAP. EXPANSION JOINT AND SEALANT TRAVERTINE FIELD PAVERS OVER 6" COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER BUILD UP PERIMETER WITH EXCAVATED SLOPE EXISTING SAND FILL /1 •... "` r`` EXISTING GRADE 10" BOND BEAM w/ 2—#4 • CONTINUOUS ON SIDES AND AROUND PERIMETER 16"wide x 12"deep POOL GRADE BEAM "PB -1" w/ 4—#5 BOTTOM EL. +12.83' NAVD TOP OF PILE 3—#4 EACH WAY ABOVE PILE 2' -01'x2' -0"x1' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 6—#5 x 10'-6" LONG w/ #3 TIES @ 12" O.C. AT 8'-0" LONG PILE EL. +4.83' NAVD BOTTOM OF PILE EL. +15.33' NAVD / '-F TOP OF COPING 14'-0" CANTILEVERED TRAVERTINE COPING AS PER POOL MANUFACTURER/OWNER ---WATERLINE TILE SUNSHELF N (TYPICAL) PB -3j 12"wide x 38"deep POO' GRADE BEAM "PB -4" w%` 3—#5 TOP AND 3—#5 BOTTOM w/ #3 STIRRUPS @ 6"/12" O.C. PB -4 EL. +10.08' NAVD TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR PILE BEYOND EL. +4.83' NAVD BOTTOM OF PILE EL. +2.08' NAVD � BTM OF PILE #4 TOP w/ 90' STD BEND @ 12" O.C. 1'-0" 1'-0" TEP STE 1'-0' BM 12" LAP I i� MONOLITHIC CONCRETE STEPS . ADD 1—#4 ® 12" O.C., EACH WAY EL. +14.83' NAVD � WATER LINE 16"wide x 12"deep POOL GRADE BEAM "PB -1" BEYOND ADD #4 HORIZONTAL @ 12" O.C. AT INTERIOR FACE OF POOL #3 STIRRUPS ® 6" O.C. FIRST 3'-0 EACH END, THEN 12" O.C. AT MIDDLE NOTE: INSTALL 2pcs #5 CORNER BARS AT EACH END OF POOL GRADE BEAM "PB -4" INTERSECTION w/ POOL GRADE BEAM "PB -1 ". PROVIDE 25" MINIMUM LAP. PARTIAL LONGITUDINAL CROSS SECTION AT STEPS K-4SECTION �-3SCALE: 3/8" = 1'-0" 1/2" EXPANSION JOINT w/-� ELASTOMERIC SEALANT CANTILEVERED TRAVERTINE COPING AS PER POOL MANUFACTURER/OWNER EL. +15.33' NAVD WATER LINE EL. +14.83' NAVD 6" WATERLINE TI LE #4 HORIZONTAL ® 12" O.C., CENTERED 6" TRAVERTINE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER BUILD UP PERIMETER OF DECK WITH EXCAVATED EXISTING SAND FILL 10" BOND BEAM w/ 2—#4 CONTINUOUS AROUND PEREMETER (TYPICAL) #4 VERTICAL © 12" O.C., CENTERED TYPICAL COPING/EDGE DETAIL 5 SECTION P-3 SCALE: 3/4" = 1'-0" MAINTAIN 2" ------------------- I ----------}-- CONCRETE COVER I I AROUND OPENING ' I I 1 I ' -------------- I --------- --------- -- ADD 4p c s #4 x 30—C DIAGONALS AROUND DEEP WELL DRAIN OPENING I I #4 ® 12" O.C. I EACH WAY, CENTERED, POOL SLAB REINFORCING --------------- ' -- DEEP WELL DRAIN EL. —5'-0" (EL. +9.83' NAVD) DEEP WELL DRAIN OPENING REINFORCING K0`6 SECTION P-3 SCALE: 3/4" = 1'-0" 6" CONCRETE POOL SLAB w/ 1—#4 ® 12" O.C., CENTERED, EACH WAY TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 626-33, 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 POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 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 62B-33.005(7). REVISIONS BY DEP PERMIT CCK ISSUE 10/28/16 U z� ..w Q Wz 0 � zw0 QJZu-NI� �<>=000 .�Q0n d- UvJm01 :DO ZN (y of LLJ cn cn .j a_ 00 = 0 _j Cao z 0 0 L� O1�Y V)U (f) z U U CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN GBK CHECKED CCK DATE 10/28/16 SCALE 3/8" = 1'-0" JOB NO. E16-052 SHEET P 3 SHEET 3 OF 4 Q 0 w p U z Q Q w LU0 0 z� U) > w Q= zW = U O r< Qw wm m U r1 it z CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN GBK CHECKED CCK DATE 10/28/16 SCALE 3/8" = 1'-0" JOB NO. E16-052 SHEET P 3 SHEET 3 OF 4 EXPANSION JOINT AND SEALANT TRAVERTINE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER NEW DECK DRAIN BUILD UP PERIMETER WITH EXCAVATED` EXISTING SAND FILL SLOPE SL PE f :r 10'-0" 2'-0" 2 STEP STEP EL. +15.33' AVD TOP OF COP NG CANTILEVERED TRAVERTINE COPING AS PER POOL SUNSHELF MANUFACTURE /OWNER WATERLINE TIL F(TYPICAL) ti •.••..•.►.• a•:• is ;'•.... .. �.. .► .'•' . .` '• a.�. EXISTING GRADE -J 10 99 0" BOND BEAM w/ 2-#4�� CONTINUOUS ON SIDES AND AROUND PERIMETER INTEGRAL POOL GRADE BEAM "PB -3" w/ 4-#5 BOTTOM _ PB -3 EL. +12.83' NAVD 6" CONCRETE TOP OF PILE _ _ SUNSHELF SLAB w/ LOCATE ALL LAP SPLICES WITHIN 1-#4 ® 12" O.C., THE POOL SHELL SLAB. AVOID CENTERED, EACH WAY LAP SPLICES WITHIN THE POOL SHELL WALLS. 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 6-#5 x 10'-6" LONG w/ #3 TIES © 12" 0. C. - - AT 8'-0" LONG PILE EL. +4.83' NAVD BOTTOM OF PILE 6" EXPANSION JOINT AND SEALANT AL TRAVERTINE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER BUILD UP PERIMETER WITH EXCAVATED EXISTING SAND FILL SLOPEso 'aA: • .'d .'•. • •• .. EL. +15.33' NAVD `r TOP OF COPING ®IN 2,-0" STEP L. +15.33' NAVD OP OF STEP TRAVERTINE STEP ------------------- MONOLITTHIC 2'-0"x2'- " RAISED STEPS w/ #4 VERTICAL DOWELS @ 12" O.C. AROUND THE PERIMETER / 3pcs #3 TIES #4 VERTICAL ® 12" O.C. #4 HORIZONTAL © 12" O.C. CROSS SECTION THROUGH SPA SECTION \,P -4j SCALE: 3/4" = 1' 0" CANTILEVERED CONCRETE COPING AS PER POOL MANUFACTURER/OWNER WATERLINE TILE EL. +14.83' NAVD (TYPICAL) V WATER LINE EXISTING GRADE 10" BOND BEAM w/ 2-#4 CONTINUOUS ON SIDES AND SHALLOW END WALL 6" CONCRETE POOL WALL LOCATE ALL LAP SPLICES WITHIN w/ #4 REINFORCING THE POOL SHELL SLAB. AVOID 12" O.C. EACH WAY LAP SPLICES WITHIN THE POOL (TYPICAL) SHELL WALLS. 16"wide x 12"deep 6" CONCRETE POOL SLAB POOL GRADE BEAM • "PB -1" w/ 4-#5 BOTTOM 24„ LAP w/ 1-#4 ® 12" O.C., (TYPICAL AT SOUTH LONG SIDE) CENTERED, EACH WAY O J • • • • ZY1CLEAR 4-#5 BOTTOM 1'-4" PB -1 CROSS SECTION AT POOL SOUTH SIDE WALL K-2-%'� SECTION P-4 SCALE: 3/4" = 1'-0" 2" �J2 $I 2„ 8" OUT TO OUT #3 TI E 10" 7>-0" WALL SPA BENCH EL. +16.33' NAVD SPA WATER LINE WATER LINE 3 ROWS #3 TIES C° ® 3" 0. C. #4 VERTICAL BENCH ® 12" O.C. 8" CONCRETE SPA SLAB w/ 1-#4 @ 12" O.C., EACH WAY, CENTERED EL. +10.08' 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/ 6-#5 x 10'-6" LONG w/ #3 TIES © 12" 0. C. AT 8'-0" LONG PILE EL. +2.08' NAVDAh BOTTOM OF PILE N 18" wide MONOLITHIC CONCRETE B NCH w/ #4 VERTICAL REINFORCING © 12" O.C. 4' 0" BENC 2P -4f' 10" WALL (� EL. +16.33' NAVD TOP OF SPA WALL ACRYLIC SPA WALL (DESIGNED BY OTHERS) SEL. +15.33' NAVD TOP OF TILE WATERLINE TILE (TYPICAL) EL. +14.83' NAVD V WATER LINE POOL 10" CONCRETE SPA WALL w/ #4 REINFORCING @ 12" O.C. EACH FACE, EACH WAY 6" CONCRETE POOL SLAB 24" LAP w/ 1-#4 ® 12" O.C., CENTERED, EACH WAY - - \--BEND OVER 6-#5 VERTICAL --- -- REINFORCING FROM AUGERCAST CONCRETE ANCHOR PILE INTO _ MONOLITHIC SPA SHELL SLAB AND BENCH 3-#4 EACH WAY ABOVE PILE 2'-013px2'-0'x1'-0"d PILE - - CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS TRAVERTINE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER 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 J IMUILILLU JVUVIRMULC, I1VIV—rLf1J I I%,,, 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 --'� DETAIL ��4SCALE: 3/4" = 1'-0" 1■■■■r7■■■■■■■■■■■■■■�7■■■■I �• �� ■I■I■I■I■11 11■I■I■I■1■I■I■I■I■1■I■I■I■I■I■ �I■I■I■i■I■ t •-a t`-: V;...;.� ,,,,:�i�:�ii:�i '��� ." � moi, „ 16 DIA. LIMEROCK BASE ' z CONCRETE ANCHOR PILE INTO 1 COMPACTED TO A DENSITY I fl I`�q I -0'' OF AT LEAST 95% OF THE I R.: a ' 1 ' I• ,' '`' `' ' MODIFIED PROCTOR MAXIMUM • - ANCHOR PILE w/ 8-#5x7'-6" LONG DRY DENSITY ASTM D 1537 L.L. 5'-0" LONG PILE 0 I U a' z STABILIZED SUBGRADE, EL. VARIES wFy NON -PLASTIC, INORGANIC, 0 GRANULAR SOIL COMPACTED ALTERNATE 24" DIAMETER CONCRETE ANCHOR PILE i TO A DENSITY OF AT LEAST 4'— 0" WOOD FENCE 95% OF THE PROCTOR MAXIMUM ��4SCALE: 3/8" = 1'-0" Q w w m Z DRY DENSITY (ASTM D 1537) SECTION LL. � F- 0J 4 o a U P-4 SCALE: 3/8" = 1'-0" W LOCATE ALL LAP SPLICES WITHIN THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. ACRYLIC SPA W. (DESIGNED BY C 1/2" CHAMFER (TYPICAL) 10" CONCRETE AT ACRYLIC SPA 5 DETAIL P-4 SCALE: 11/2" = 1'-0" BEND OVER 8-#5 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33, 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 POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 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 62B-33.005(7). REVISIONS BY DEP PERMIT CCK ISSUE 10/28/16 U z� w ..w Q Wz 0 z Ll_I 0 Lu _j 0 QJw C14 r-- �Of>_(D �o Q 0 Q •� Q �- UO Jm0 �0 z N ��LLJ UJw.� W cn _j m oo =005; 0 n z o o !L OI— ��Y C/ -)z Q 0 U U 0 VERTICAL REINFORCING FROM "SONOTUBE" FORMED ' z CONCRETE ANCHOR PILE INTO 1 MONOLITHIC POOL SHELL N EL. VARIES W TOP OF PILE 24"0 "SONOTUBE" FORMED CONCRETE ANCHOR PILE w/ 8-#5x7'-6" LONG w/ #3 TIES @ 12" O.C. AT L.L. 5'-0" LONG PILE 0 I U a' z Q EL. VARIES wFy BOTTOM OF PILE 0 PILE SECTION ALTERNATE 24" DIAMETER CONCRETE ANCHOR PILE i K-7ELEVATION W= U U Q ��4SCALE: 3/8" = 1'-0" TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33, 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 POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 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 62B-33.005(7). REVISIONS BY DEP PERMIT CCK ISSUE 10/28/16 U z� w ..w Q Wz 0 z Ll_I 0 Lu _j 0 QJw C14 r-- �Of>_(D �o Q 0 Q •� Q �- UO Jm0 �0 z N ��LLJ UJw.� W cn _j m oo =005; 0 n z o o !L OI— ��Y C/ -)z Q 0 U U 0 .jQ W J 0 L.L. O U a' z Q wo wFy Q 0 �o z Ld LL. Z V) i W= U U Q ry Q w w m Z m U O LL. � F- 0J F- o a U -� W U) Q CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 10/28/16 SCALE 3/4" = 1'-0" JOB NO. E16-052 SHEET SHEET 4 OF 4 (2)2"x10" P.T. SYP No.2 DIAGANOL RIM BORAD RIPPED DOWN TO 81/4 ". FASTEN TO ADJOINING RIM BOARD w/ 8-12d RING SHANK STAINLESS STEEL NAILS EXISTING TIMBER FRAMED STAIR STRINGERS, TREADS, AND RISERS TO REMAIN ADD 6"x6" P.T. SYP NO.2 POST FOR HANDRAIL ONLY. NO POST TO GRADE BELOW. (TYPICAL 6 LOCATIONS) ADD 2"x8" P.T. SYP No.2 SOLID BLOCKING EACH SIDE w/ 6-16d STAINLESS STEEL RING SHANK NAILS INTO 6"x6" POST EACH 2'-2 1/2" Q 12'-8 1/2"± ADD 6"x6" P.T. SY NO.2 POST FOR HANDRAIL ONLY. NO POST TO GRADE BELOW. (TYPICAL 6 LOCATI NS) 2"x10" RIM BOARD [RIPPED DOWN TO 81/4" MODIFIED DECK SYSTEM DESIGN CRITERIA: SUPERIMPOSED DECK DEAD LOAD = 10psf SUPERIMPOSED DECK LIVE LOAD = 60psf 2"x6" P.T. SYP NO.1 DECKING w/ 2pcs—#10 x 21/2" #2 SQUARE DRIVE TYPE 316 STAINLESS STEEL DECK SCREWS AT EACH SLEEPER INTERSECTION WATERPROOFING AS PER ARCHITECTURAL PLANS (DESIGNED BY OTHERS) 2"x4" P.T. SYP NO.2 SLEEPERS. FASTEN THROUGH WATERPROOFING AS PER ARCHITECTURAL PLANS 3/4" PRESSURE TREATED TONGUE AND GROOVE PLYWOOD SHEATHING. FASTEN w/ 10d RING SHANK STAINLESS STEEL NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD 1 "x6" WESTERN RED CEDAR V—NOTCH TONGUE—/ \-2)1 X1021 P.T. SYP No.2 TAPERED AND GROOVE CEILING DIAPHRAGM (LUMBER DECK JOISTS @ 16" O.C. TAPER GRADE AS PER OWNER). BLIND NAIL w/ 6d 1" FROM 91/4" TO 81/4". STAINLESS STEEL FINISHES NAILS AT EACH DECK JOIST INTERSECTION. 1 SECTION �—1 SCALE: 11/2" = 1'-0" Q 1 D-1 TYPIC 1 pc SIMPSON H3 STAINLESS STEEL HURRICANE C IP w/ 8-8dx11/2" S AINLESS STEEL NAILS T EACH DECK JOIST &YPICAL) 40'-8 1/4"± 12'-8 1/2"± 2"x10" P.T. SYP NO.2 RIPPED 1 DOWN RIM BOARD. FASTEN w/ —2 4 ROWS 12d RING SHANK STAINLESS STEEL NAILS @ 16" O.C., INTO THE END OF EACH DECK JOIST 2"x10" RIM BOARD RIPPED DOWN TO 81/4" u K '— � 12 8 1 /2f 41 " TIONS 4 6x6 POST LOCA 0 Q 0 2"x10" P.T. SYP No.2 (1)H3 CLIP EACH INTERSECTION (2)1.73 x11.25 0 ~ DECK JOIST, INSTALL 6"x6" POST (2) 1/20 THROUGH BOLTS AND DECK STRINGER O ff TIGHT AGAINST 6 x6„ 6"x6" POST 18"0 FOUNDATION MICROLAM a_ POST. FASTEN w/ 6-12d 2"x12" P.T. SYP No.2 Q 6"x6" P.T. SYP NO.2 STAINLESS STEEL NAILS STRINGER BELOW, POST Cx x (TYPICAL) THIS SIDE Z LTJ (TYPICAL 6 LOCATIONS) /L U Ld p W0 ::)o z LL DLli V) - ¢_ 2"x10" RIM BOARD RIPPED DOWN TO 81/4” = U U Q �/ LL N L.L.. wm W m U o' 2"x P.T. YP No. 0 < Q 1�1�� in------------------o00000a000aaoaoaaooa000a a000a EXISTING TWO STORY RESIDENCE ELEVATED TIMBER DECK FRAMING PLAN SCALE: 1/2" = 1'-0" 6"x6" P.T. SYP N0.2 ® 6"x6' P.T. SYP No.2 POST ® POST FOR HANDRAIL ONLY. NO POST TO GRADE BELOW. 2ply .75"x11.25" 2.0E L 1 pc SIMPSON H3 CLIP MICR LAM LVL STRINGER (2)1.7x11.252.oE MICROLAM LVL STRING R BELOW J J J J J J 2"x6" P.T. SYP NO.1 DECKING w/ 2pcs—#10 x 21/2" #2 SQUARE DRIVE TYPE 316 STAINLESS STEEL DECK SCREWS AT EACH SLEEPER INTERSECTION WATERPROOFING AS PER ARCHITECTURAL PLANS (DESIGNED BY OTHERS) NOTE: 2"x4" P.T. SYP NO.2 SLEEPERS. FASTEN THROUGH WATERPROOFING AND WATERPROOFING AS PER ARCHITECTURAL PLANS FLASHING DESIGNED BY OTHER 3/4" PRESSURE TREATED TONGUE AND GROOVE PLYWOOD SHEATHING. FASTEN w/ 10d RING SHANK STAINLESS STEEL NAILS I SLOPE 1" @ 4" O.C. EDGES AND 6" O.C. FIELD 1 x6WESTERN RED CEDAR V—NOTCH TONGUE � \— 2" "" x10" P.T. SYP No.2 TAPERED AND GROOVE CEILING DIAPHRAGM (LUMBER DECK JOISTS @ 16" O.C. TAPER GRADE AS PER OWNER). BLIND NAIL w/ 6d 1" FROM 91/4" TO 81/4". STAINLESS STEEL FINISHES NAILS AT EACH DECK JOIST INTERSECTION. 2 SECTION D-1 SCALE: 11/2" = 1'-0" 0 � �-24"`Ox2'—O"d CONCRETE "DONUT" FOUNDATION (TYPICAL 4 LOCATIONS) 1pc SIMPSON H3 STAINLESS STEEL HURRICANE CLIP w/ 8-8dx11/2" STAINLESS STEEL NAILS AT EACH DECK JOIST (TYPICAL) O "—ADD 6"x6" P.T. SYP NO.2 POST FOR HANDRAIL ONLY. NO POST TO GRADE BELOW. (TYPICAL 6 LOCATIONS) ADD 2"x8" P.T. SYP No.2 SOLID BLOCKING EACH SIDE w/ 6-16d STAINLESS STEEL RING SHANK NAILS INTO 6"x6" POST EACH 18"0x2' -0"d CONCRETE "DONUT" FOUNDATION (TYPICAL 4 LOCATIONS) 0 u 6J u 2"x12" P.T. SYP No.2 NOTE: STRINGER BELOW, WATERPROOFING AND THIS SIDE FLASHING DESIGNED � � BY OTHERS UPLIFT CONNECTOR SCHEDULE MEMBER SUPPORT SIMPSON CONNECTOR 2"x10" DECK JOIST 2ply MICROLAM LVL (1)H3 CLIP EACH INTERSECTION (2)1.73 x11.25 2.0E 2ply MICROLAM LVL 6"x6" POST (2) 1/20 THROUGH BOLTS AND DECK STRINGER 8-16d RING SHANK S.S. NAILS 6"x6" POST 18"0 FOUNDATION MICROLAM LVL STRING : -R Q cy. W BELOW Z LTJ Q 0 U Ld p W0 ::)o z LL DLli V) - ¢_ W = U U Q �/ LL N L.L.. wm W m U in 2"x P.T. YP No. 0 < Q -O STAGGERED SOLID BLOCKIN 2 w/ —1 d T E—NAI EACH END. I VTY Ld HO FLUS TO T OF J ST ICAL �— 1�1�� in------------------o00000a000aaoaoaaooa000a a000a EXISTING TWO STORY RESIDENCE ELEVATED TIMBER DECK FRAMING PLAN SCALE: 1/2" = 1'-0" 6"x6" P.T. SYP N0.2 ® 6"x6' P.T. SYP No.2 POST ® POST FOR HANDRAIL ONLY. NO POST TO GRADE BELOW. 2ply .75"x11.25" 2.0E L 1 pc SIMPSON H3 CLIP MICR LAM LVL STRINGER (2)1.7x11.252.oE MICROLAM LVL STRING R BELOW J J J J J J 2"x6" P.T. SYP NO.1 DECKING w/ 2pcs—#10 x 21/2" #2 SQUARE DRIVE TYPE 316 STAINLESS STEEL DECK SCREWS AT EACH SLEEPER INTERSECTION WATERPROOFING AS PER ARCHITECTURAL PLANS (DESIGNED BY OTHERS) NOTE: 2"x4" P.T. SYP NO.2 SLEEPERS. FASTEN THROUGH WATERPROOFING AND WATERPROOFING AS PER ARCHITECTURAL PLANS FLASHING DESIGNED BY OTHER 3/4" PRESSURE TREATED TONGUE AND GROOVE PLYWOOD SHEATHING. FASTEN w/ 10d RING SHANK STAINLESS STEEL NAILS I SLOPE 1" @ 4" O.C. EDGES AND 6" O.C. FIELD 1 x6WESTERN RED CEDAR V—NOTCH TONGUE � \— 2" "" x10" P.T. SYP No.2 TAPERED AND GROOVE CEILING DIAPHRAGM (LUMBER DECK JOISTS @ 16" O.C. TAPER GRADE AS PER OWNER). BLIND NAIL w/ 6d 1" FROM 91/4" TO 81/4". STAINLESS STEEL FINISHES NAILS AT EACH DECK JOIST INTERSECTION. 2 SECTION D-1 SCALE: 11/2" = 1'-0" 0 � �-24"`Ox2'—O"d CONCRETE "DONUT" FOUNDATION (TYPICAL 4 LOCATIONS) 1pc SIMPSON H3 STAINLESS STEEL HURRICANE CLIP w/ 8-8dx11/2" STAINLESS STEEL NAILS AT EACH DECK JOIST (TYPICAL) O "—ADD 6"x6" P.T. SYP NO.2 POST FOR HANDRAIL ONLY. NO POST TO GRADE BELOW. (TYPICAL 6 LOCATIONS) ADD 2"x8" P.T. SYP No.2 SOLID BLOCKING EACH SIDE w/ 6-16d STAINLESS STEEL RING SHANK NAILS INTO 6"x6" POST EACH 18"0x2' -0"d CONCRETE "DONUT" FOUNDATION (TYPICAL 4 LOCATIONS) 0 u 6J u 2"x12" P.T. SYP No.2 NOTE: STRINGER BELOW, WATERPROOFING AND THIS SIDE FLASHING DESIGNED � � BY OTHERS UPLIFT CONNECTOR SCHEDULE MEMBER SUPPORT SIMPSON CONNECTOR 2"x10" DECK JOIST 2ply MICROLAM LVL (1)H3 CLIP EACH INTERSECTION DECK STRINGER 2ply MICROLAM LVL 6"x6" POST (2) 1/20 THROUGH BOLTS AND DECK STRINGER 8-16d RING SHANK S.S. NAILS 6"x6" POST 18"0 FOUNDATION 1—#4x12" EACH WAY 24"0 FOUNDATION 1—#4x18" EACH WAY NOTES: o 0 1) CONNECTORS ARE SIMPSON STRONG TIE, 304 STAINLESS STEEL. o 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: 0 H3 8-8dx11/2" STAINLESS FLORIDA PRODUCT APPROVAL #10456.13 0 0 STEEL NAILS H3 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE ELEVATED DECK DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 626-33, FLORIDA ADMINISTRATIVE CODE. THESE ELEVATED DECK DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12.9.1 AND CHAPTER 13.5.1 OF THE FEMA 55, COASTAL CONSTRUCTION MANUAL. THE ELEVATED DECK HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 626-33. THE ELEVATED DECK HAS HAS BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 62B-33.005(7). REVISIONS BY DEP PERMIT CCK ISSUE 10/28/16 U zcn w .. Ld Q Wz o ~ uj �Q> �00 o Um01- :D0 zN F y- � Ld U J LTJ Wv)cn-ia_ 00 =00> J 00 o nz0z 01 0F�� Z -D ry U U Z Q Z Q cy. W Z LTJ Q 0 U Ld p W0 ::)o z LL DLli V) - ¢_ W = U U Q �/ LL N L.L.. wm W m U in F- t\ z 0 < Q -O LTJ Q L li I Ld CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 10/28/2016 SCALE 1/2 JOB NO. E16-052 SHEET SHEET 1 OF 2 EXISTING EXISTING TWO STORY RESIDENCE NOTE: WATERPROOFING AND FLASHING DESIGNED BY OTHERS EXISTING WALL FRAMING-� EXISTING FLOOR FRAMING 2"x12" P.T. SYP No.2 STRINGER W/ 2pcs '/2 0X10" ASTM TYPE 304 STAINLESS STEEL THROUGH BOLTS w/ 2"0 WASHERS AND HEX NUTS AND 8-16d RING SHANK STAINLESS STEEL NAILS (2)1.75"x11.25" 2.0E MICROLAM LVL STRINGER. SPLICE TOGETHER w/ 5 ROWS 12d RING SHANK STAINLESS STEEL NAILS @ 12" O.C. NOTCH TOP OF 6"x6" POST 1" TO RECEIVE (2)1.75"x11.25" 2.0E MICROLAM LVL STRINGER. 6"x6" P.T. SYP NO.2 POST z EXISTING WALL FRAMING EXISTING SLAB ON GRADE . A A EXISTING STEMWALL AND FOUNDATION 13'-0"f 11'-0" 00 00 2"x6" P.T. SYP NO.1 DECKING w/ 2pcs-#10 x 2'/2" o #2 SQUARE DRIVE TYPE 316 STAINLESS STEEL DECK o 0 SCREWS AT EACH SLEEPER INTERSECTION WATERPROOFING AS PER ARCHITECTURAL H3 PLANS (DESIGNED BY OTHERS) 2"�ATERPROOFING " P.T. SYP NO.2 SLEEPERS. FASTEN THROUGH AS PER ARCHITECTURAL PLANS 3/4" RESSURE TREATED TONGUE AND GROOVE PLYWOOD SHEATHING. FASTEN w/ 10d RING SHANK STAINLESS STEEL NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD 2"x8" P.T. SYP No.2 STAGGERED SOLID BLOCKING w/ 6-1 d TOE -NAILS EACH END. HOLD FLUSH TO TOP OF JOIST 2"x10" P.T. SYP No.2 TAPERED DECK JOISTS @ 16" O.C. TAPER 1 $9FROM 9/4" TO 8'/4 of 1 "x6" WESTERN RED CEDAR V -NOTCH TONGUE AND GROOVE CEILING DIAPHRAGM (LUMBER GRADE AS PER OWNER). BLIND NAIL w/ 6d STAINLESS STEEL FINISHES NAILS AT EACH DECK JOIST INTERSECTION. NOTE: ARCHITECT/CONTRACTOR/OWNER MAY INSTALL AN ALTERNATE FLORIDA BUILDING CODE COMPLIANT HANDRAIL SYSTEM 18"OX2'-0"d CONCRETE "DONUT" FOUNDATION (TYPICAL 4 LOCATIONS) 1-#4x12", EACH WAY, THROUGH 6"x6" POST 1 pc SIMPSON H3 STAINLESS STEEL HURRICANE CLIP w/ 8-8dx11/2" STAINLESS STEEL NAILS AT EACH DECK JOIST (TYPICAL) (2)1.75"x11.25" 2.0E MICROLAM LVL STRINGER. SPLICE TOGETHER w/ 5 ROWS 12d RING SHANK STAINLESS STEEL NAILS @ 12" O.C. 2pcs 1/2 Ox10" ASTM TYPE 304 STAINLESS STEEL THROUGH BOLTS W/ 2"0 WASHERS AND HEX NUTS AND 8-16d RING SHANK STAINLESS STEEL NAILS 6"x6" P.T. SYP NO.2 POST 1%8" COLUMN BASE TRIM BOARDS AS PER ARCHITECTURAL SECTIONS AND DETAILS TRAVERTINE FIELD PAVERS OVER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER BUILD UP PERIMETER WITH EXCAVATED EXISTING SAND FILL z I I 3" - CLEAR 24"0x2' -0"d CONCRETE "DONUT" FOUNDATION (TYPICAL 4 LOCATIONS) STABILIZED SUBGRADE, 1-#4x18", EACH WAY, NON -PLASTIC, INORGANIC, THROUGH 6"x6" POST GRANULAR SOIL COMPACTED STABILIZED SUBGRADE, TO A DENSITY OF AT LEAST NON -PLASTIC, INORGANIC, 95% OF THE PROCTOR MAXIMUM RANULAR SOIL COMPACTED DRY DENSITY (ASTM D 1537). 0 A DENSITY OF AT LEAST ADJUST AROUND EXISTING 95% OF THE PROCTOR MAXIMUM FOUNDATION AS REQUIRED. DRY DENSITY (ASTM D 1537) SECTION THROUGH NEW ELEVATED TIMBER DE 1 SECTION D-2 SCALE: 3/4" = 1'-0" TYPICAL HANDRAIL r2 ELEVATION D-2 SCALE: 3/4" = 1'-0" 2"x6" SYP No.1 CAP RAIL OF THE 2014 FLORIDA BUILDING 2"x4" P.T SYP N0.2 TOP RAIL DECK STRUCTURE DESIGNED AS "OPEN". 6"x6" P.T. SYP No.2 POST 2"x2" P.T. SYP N0.2 VERTICALS @ 51/2" O.C. (4" CLEARMAX.) 2"x4" P.T. SYP No.2 BOTTOM RAI 2"x6" P.T. SYP NO.2 DECKING 2"x4" P.T. ;YP NO.2 SLEEPERS 2"x10" P.T. SYP NO.2 RIPPED DOWN RIM 130ARD 16"0 "AU GERCAST" CONCRETE ANCHOR PILE 2"x8" SYP No.1 CAP RAIL 2"x4" P.T. SYP No.2 TOP RAIL 2"x2" P.T. SYP No.2 VERTICALS @ 5'/2" O.C. (4" CLEAR MAX.) 6"x6" P.T. SYP No.2 POST 2"x4" P.T. SYP No.2 BOTTOM RAIL INSTALL 2"x10" P.T. SYP No.2 DECK JOIST TIGHT AGAINST 6"x6" POST. FASTEN w/ 6-12d RING SHANK STAINLESS STEEL NAILS EACH FACE. 2"x10" P.T. SYP NO.2 RIPPED DOWN RIM BOARD. FASTEN w/ 4 ROWS 12d RING SHANK STAINLESS STEEL NAILS @ 16" O.C., INTO THE END OF EACH DECK JOIST DRIP EDGE, FLASHING AND 1 "x_ TRIM BOARDS AS PER ARCHITECTURAL SECTIONS AND DETAILS 2"x12" P.T. SYP No.2 STRINGER w/ 2pcs '/2 0x10" ASTM TYPE 304 STAINLESS STEEL THROUGH BOLTS W/ 2"0 WASHERS AND HEX NUTS AND 8-16d RING SHANK STAINLESS STEEL NAILS NOTCH TOP OF 6"x6" POST 1 " TO RECEIVE (2)1.75"x11.25" 2.0E MICROLAM LVL STRINGER. 1 "x6" COLUMN CAP TRIM BOARDS AS PER ARCHITECTURAL SECTIONS AND DETAILS 1 "x8" COLUMN WRAP TRIM BOARDS AS PER ARCHITECTURAL SECTIONS AND DETAILS NEW DECK DRAIN EXPANSION JOINT AND SEALANT CANTILEVERED TRAVERTINE COPING 2"x4" P.T. SYP No.2 TOP RAIL 2"x4" P.T. SYP No.2 BOTTOM RAIL 2"x10" P.T. SYP N0.2 2nd DECK JOIST 4-12d STAINLESS STEEL RING SHANK NAILS FROM 2nd 2"x10" JOIST INTO SOLID BLOCKING NEW POOL STRUCTURE 2"x8" SYP N0.1 CAP RAIL 2"x2" P.T. SYP N0.2 VERTICALS @ 5'/2" O.C. (4" CLEAR MAX.) 6"x6" P.T. SYP No.2 POST 2"x8" P.T. SYP No.2 SOLID BLOCKING EACH SIDE w/ 6-16d STAINLESS STEEL RING SHANK NAILS INTO 6"x6" POST FIRST 2"x10" P.T. SYP No.2 TAPERED DECK JOIST DRIP EDGE, FLASHING AND 1 "x_ TRIM BOARDS 2pcs 1/2 Ox8" HOT DIPPED GALVANIZED THROUGH BOLTS w/ 2"0 WASHERS AND HEX NUTS AND 6-16d RING SHANK STAINLESS STEEL NAILS SECTION AT INTERMEDIATE 6"x6" POST 3 SECTION D-2 SCALE: 3/4" STRUCTURAL NOTES: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. ELEVATED DECK WIND DESIGN PER ASCE 7-10. NOT LOCATED WITHIN WIND BORNE DEBRIS REGION. ELEVATED TIMBER DECK STRUCTURE DESIGNED AS "OPEN". LIVE LOADS: UNIFORM LIVE LOADS: ELEVATED TIMBER DECK 60 PSF (60 PSF IN LIEU OF 40 PSF AS PER OWNER REQUEST) DEP DESIGN CRITERIA: DUVAL COUNTY MONUMENT R049 100 YEAR STORM ELEVATION +17.5' NGVD (EL.+16.4' NAVD) WAVE CREST HT. 100 YEAR STORM DESIGN GRADE + 5.5' NGVD (EL.+ 4.4' NAVD) ELEVATED TIMBER DECK WIND LOAD DESIGN CRITERIA: BASIC WIND SPEED 130 MPH IMPORTANCE FACTOR 1.0 EXPOSURE 'D' MEAN ROOF HEIGHT 15.0 FT ROOF PITCH 0/12 (0.0 DEGREES) INTERNAL PRESSURE COEFICIENT "OPEN" +0.0/-0.0 COMPONENT AND CLADDING UPLIFT DESIGN PRESSURES. ALLOWABLE UNIT STRESSES CONCRETE: (PER ACI 318) CONCRETE: FOUNDATIONS REINFORCMENT: WELDED WIRE FABRIC SOIL BEARING PRESSURE: STAINLESS STEEL BOLTS AT 10 SFT -26.6 PSF AT 20 SFT -25.8 PSF f'c = 3000 PSI FIBERMESH ASTM A615 - GRADE 60 ASTM A185 2500 PSF ASTM TYPE 316 REINFORCED CONCRETE ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318 AND ACI 301. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOUNDATIONS 3" ALL FIBERMESH CONCRETE SHALL HAVE f'c = 3000 psi WITH 3.5 lbs OF "FIBERMESH" 300" VIRGIN HOMOPOLYMER POLYPROPYLENE FIBRILLATED FIBERS PER CUBIC YARD, VARYING IN GRADATION AND LENGTH FROM 3/4" TO 1 1/2". ALL REINFORCING STEEL SHALL BE GRADE 60. ELEVATED TIMBER DECK: ALL DIMENSION LUMBER DECKING, JOISTS, STRINGERS, AND RAILING SHALL BE SYP NO. 2 OR BETTER, WITH AN ALLOWABLE BENDING STRESS Fb = 1200 psi, IN ACCORDANCE WITH SOUTHERN YELLOW PINE INSPECTION BUREAU GRADING RULES. ALL LUMBER, TIMBER, AND POSTS SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS. C-2 AND C-14. THE PRESERVATIVES SHALL BE IN ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571 J AND TTW-536 AND AWPA STANDARD P-5. ALL 6"X6" POSTS IN GROUND SHALL BE 0.60 ACQ. ALL 2"x12" STRINGER MATERIAL SHALL BE 0.40 ACQ. ALL 2"x10" DECK JOISTS SHALL BE 0.40 ACQ. ALL 2"x6" DECKING MATERIAL SHALL BE 0.40 ACQ. ALL 2"x10" RIM BOARD MATERIAL SHALL BE 0.40 ACQ MATERIAL. ALL EXPOSED HARDWARE SHALL BE TYPE 304 STAINLESS STEEL. BOLTS AND THREADED STUDS SHALL MEET REQUIREMENTS OF ASTM A-276 OR ASTM A-493, AND TYPE 304 STAINLESS STEEL. NUTS SHALL MEET THE REQUIREMENTS OF ASTM F-594, AND TYPE 316 STAINLESS STEEL. WASHERS SHALL MEET THE REQUIREMENTS OF ASTM A-240, AND TYPE 304 STAINLESS STEEL. ALL SCREWS TO FASTEN THE 2"x6" DECKING SHALL BE #10 x 2'/2 #2 SQUARE DRIVE TYPE 304 STAINLESS STEEL DECK SCREWS. ALL NAILS TO FASTEN FRAMING SHALL BE 12d RING SHANK TYPE 304 STAINLESS STEEL, U.N.O. ALL SIMPSON H3 HURRICANE CLIPS SHALL BE TYPE 304 STAINLESS STEEL. SUPPLEMENTARY NOTES VERIFY ALL DIMENSIONS WITH EXISTING STRUCTURE. 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. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE ELEVATED DECK DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 626-33, FLORIDA ADMINISTRATIVE CODE. THESE ELEVATED DECK DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12.9.1 AND CHAPTER 13.5.1 OF THE FEMA 55, COASTAL CONSTRUCTION MANUAL. THE ELEVATED DECK HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 6213-33. THE ELEVATED DECK HAS HAS BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 62B-33.005(7). REVISIONS BY DEP PERMIT CCK ISSUE 10/28/16 U z� w .. Q Wz o � zw0 wZ�O QJw wNo �Q>= o Of QU d- 'I-QQ I U�Jm0� �O z N 1-v_jw. L v) cn J a. 00 = 0 1 00 [Lzpz0LL_ O1- NY �z �0 U Vl 0 Z 0 z Q W Z 0 W � U U Wz W < <1 w ct Vl QZ0 Z LU V) Q= U W =" U Q uj w wm Q m U oQ fnW 0 W Q bi j bi CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 10/28/2016 SCALE 3 /4" 1 1- 0" JOB NO. E16-052 SHEET D 2 SHEET 2 OF 2