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1897 Beach Ave 1,- 7-jrlw (REVISIONS 4" CONCRETE SLAB ON GRADE DESIGN CRITERIA DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE W/ SAWCUTS 0 5'-o" O.C. EACH WAY. FINISH TO BE 8%8" CMU/CONCRETE 2001. DETERMINED BY OWNER BOND BEAM W/ 1-#5 CONTINUOUS UVE LOADS: POOL DECK SLABS 40 PSF EL.+22.00' NGVD/-6k X. ALLOWABLE UNIT STRESSES TOP OF DECK'V-- EXTERIOR NOTE: HOLD #5 CONCRETE: (PER ACI 318) ARCHITECTURAL VERTICAL REINFORCING TOWARDS INSIDE FACE FINISH DESIGNE < STRUCTURAL STEEL: (PER AISC) BY OTHERS OF 8" CMU WALL CONCRETE: 1-#5 VERTICAL 0 24" O.C. IN CONCRETE FILLED CELL. HOLD #5 00 AUGERCAST PILE f'c = 4000 PSI < VERTICAL REINFORCING TOWARDS STRUCTURAL POOL SHELL fc = 3000 PSI z INSIDE FACE OF 8" CMU WALL SLAB ON GRADE f'c = 3000 PSI UimL j F B U 4 m C' N 11 EL.+19.83' NGVD 1-#5 VERTICAL DOWEL 0 24" O.C. REINFORCMENT: ASTM A615 GRADE 60 x_ W/ STD 90- BEND INTO FOOTING -�-TOP OF DECK z SOIL BEARING PRESSURE: 2500 PSF 00 ALIGNED W/ WALL REINFORCING ABOVE AUGERCAST PILES 1) MINIMUM 14" DIAMETER z: cn '4 A - 2� MINIMUM 13'-0" LENGTH #5 TOP 0 24" O.C. 04 3 ADD 5-#5 x 15$-of$ W/ #3 TIES AT 12" O.C. _uj < ALIGNED W/ EVERY L--------9.—.' Lj-j 4) CONCRETE f'c = 4000 PSI VERTICAL DOWEL Z uj 0 5) PILE CAPACITY SHALL BE 20TONS. ui =) -j 20-011 Z < -J UJ REINFORCED CONCRETE \el < > :z !4-#4 CONTINUOUS W < 30-011 :) < ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF (3 <uj -J cn I ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW 0 AND APPROVAL OF THE STRUCTURAL ENGINEER. 0:� Of ui UJ 8" CMU RETAINING WALL ADJOINING POOL DECK UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS = 005; Z , FOLLOWS: (Or., t SECTION 0 0)rn 4" CONCRETE SLAB ON GRADE -q- �e SLABS ON GRADE CENTERED 0 W/ SAWCUTS 0 5'-0" O.C. mm < J�4 SCALE: 3/4" = r STRUCTURAL POOL SHELL 2*0 — z EACH WAY. FINISH TO 13E PILE CAPS 3pp Of 0 WALLCAP AS PER DETERMINED BY OWNER = 0 ARCHITECT/POOL 4T @ 12" 4'-0" ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE WATERLINE TILE MANUFACTURER io FABRIC SHALL CONFORM TO ASTM A185. AS PER POOL EL., +22.30' NGVD ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. MANUFACTURER TOP OF STEPS e, R lq . , . I I ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED #4 TOP BENT BAR 4 A 00 AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES 0 16" O.C., "C-4 AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD x', 4 A.7 BEND OVER #4 PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS LAP 25" MIN. 4'0 VERTICALS,,4N;T0 , SHALL BE PLASTIC DIPPED AFTER FABRICATION. TOP OF SL AB 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 #4 0 16" O.C. WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. Lo EACH ,WAY 4ELI+19.60' NGVD WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. x X7� "-FBOTTOM OF STEPS V) MASONRY #4 VERTICAL 0 16" O.C. ALL EXTERIOR 8" CMU RETAINING WALLS SHALL BE COMPOSED OF ASTM C90, GRADE cr--. N-1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MORTAR. < <0 ui A ALL EXTERIOR 8" CMU RETAINING WALLS SHALL BE REINFORCED FULL HEIGHT IN A bj Ld i4- - GROUT FILLED CELL WITH 1#5 AT: 12"x24" CONTINUOUS 0 EACH CORNER, WALL EN I DS, WALL INTERSECTIONS, 0 CONCRETE FOOTING W/ 0 EACH SIDE OF CONTROL JOINTS z 3-#5 CONTINUOUS 3" CLE 4R 0 AND AT A MAXIMUM SPACING OF 2'-0" O.C. 0 LIJ 2p-o" LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES. Z C) L GROUT ALL CELLS CONTAINING :VERTICAL REINFORCEMENT WITH CONCRETE GROUT IN 5,-0" < MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE bi 2 INSPECTED AND APPROVED. ry z L PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" O.C. VERTICALLY, UON. IN a ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND 0 uj r c BELOW OPENINGS, EXTENDING AT LEAST 24 INCHES BEYOND THE OPENING. 0 LAP JOINT REINFORCEMENT 6"4NIMUM. SECTION AT CONCRETE SIEPS MASONRY WORK SHALL BE INS!IPECTED IN ACCORDANCE WITH ACI 530.1. Ljj W SUPPLEMENTARY NOTES V) je-0-2� SECTION . VERIFY ALL DIMENSIONS WITH RCHITECTURAL DRAWINGS. �,�4 SCALE: 3/4" V-0" COORDINATE OPENINGS, SLEEVIIS, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, 0 ELECTRICAL, AND SWIMMING PQOL DRAWINGS. k 0 THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHOPS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR OMISSIONS OF THE CONTRACTQR, 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 I�HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. (*-�DRAWN MLC CHECKED CCK TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, QATE C14 THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE 06/25/04 SCALE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. AS NOTED 7 JOB NO. THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE-RISK E04-013 OF DAMAGE OF ADJACENT DWELLINGS DURING k-tQ-AcS�T-8L:-' SHEET STORM EVENT AS REQUIRED BY FAC 6213-33.067�- 0 SHEET 5 OF AF 51782 U. 0 0 >I C=,�, Iz E- E- w ui C\j 0-4 Z z 0 LLJ D 0 z cr- 0 LLJ 10 0 CD ui z >4 cr C-3 . 00 , 00 1 A ,00 ,91 88 'N LAJ E- En �zz Fr < E- 0 C) U_ E-4 U3 z >� E < E, 0 J LC) 00 0 E- U 0 IT E-4 C\j (3NII WEI W1,N) 133HIS 'H181 ze cr z 0 0 _j U) LL 0 w J o :c U_ x z w o ko - v 0 > W W w (n Z Z > 4 :D w 0 0 L.Li 114 M LL. > CO, > cr w m U 0 L4 z o i i I 1� __3 C, En to 0 LL U. I w Z U) )t Is Izo -eel "_&9V AS z 7)4 u 0 z UJI Cb a L) — 9 C; LLj 0 0 In Ow 0 a > E- W ag. Ix cr 0-4 z Iz x U) w XUJO, 6 F * (9-, �, U w C� C*j 0 w 0, 0 0 J ID m 0 1 0. cr In 0 Lo w ?: z z W wo 0 0 LIJ CL 10 0 T 08 IC-4 to 4p tu < u Tu"o f 6 6 ,ZG 91� AS 1�'N W-i 101-1 3to I OL JIj x L w z 0 210 , 0 Q_J z vo) C� z 0 ir Lr) U.!, o Z OD roz N 10 w uj C) w U. 0 0 0 -to w CID z z omm Car w w a cc m 0 w > x 2i :) . (D 0- ui Iz- > OD 0 U) z <C La .00*tprL ocr > 0 z C; -3.,00,91,88'S (n 2 QW al 1)w 'n Zz �Dj 20 Int 04 W 0�-o ZOW wx �_o o c) 44=), 4 0- cn a- :Dw _j 0 z Y. w M U) 0 _j U) W_j w LL Wz < 6 o<:o -j z 1 .4 w zw co _j w o r LL z Z) u w z 3: �- 0-Jj 0 00 x w o o 44 m z Q z M CL _j 0 0 > > 40 bi ui C) rREVISIONS B Y) 4'-0 40-131" OUTSIDE TO OUTSIDE OUTSIDE TO OUTSIDE 2"x6" P.T. SYP No.2 SEE DETAIL DECKING MATERIAL 3/S-1 2"x6" P.T. SYP No.1 2"x4" P.T. SYP No.2 2"x6" P.T. SYP No.1 V_ CAP RAIL CAP RAIL TOP RAIL, MIDRAIL, LO AND BOTTOM RAIL W/ 2-12d S.S. NAILS (0 2 x6" P.T. SYP No.2 ATEACH POST 2"x6" P.T. SYP No.2 4 -H 2"x6" P.T. SYP No.2 .0- CANTILEVERED BENCH DECKING W/ 2pes 12d -0. DECKING W/ 2pcs 12d S.S. NAILS AT EACH JOIST S.S. NAILS AT EACH JOIST CL to 5-12d S.S. NAILS AT yj to V: I 3pcs 2 x8" P.T. 3pcs 2"x8" P.T. f---- Lj EACH CONNECTION SYP No.2 JOISTS 8-16d S.S. NAILS --,,,,,,, SYP No.2 JOISTS (0 8-16d S.S. NAILS 0 '/,,tOxlO" S.S. THROUGH BOLT-,\*..-, �: (n '/20xlO" S.S. THROUGH BOLT AND 4-16d S.S. NAILS (0 Z) AND 4-16d S.S. NAILS _Lj < 01 1*0 x 01 x LLJ Z 0 < < = 5 E Z UJI 0 Ld :D -J < Z LL_ P 00 0 w 0 _j UJ 04 1pc SIMPSON H2.5 CLI 2 -2" 1pc SIMPSON H2.5 CLIP co C*4 04 < > :E�Co C) < z z uj C5 GRADE GRADE -J cn DBL 2"x8" P.T. SYP -"//,,' /,, Z DBL 2 x8 P.T. SYP _j ui 2"x6" P.T. SYP No.1 No.2 STRINGERS (BENTS) Ld (n cn _j E No.2 STRINGERS (BENTS) CAP PLATE 0- 0 EACH POST > z uj ADD 2"x4" P.T. SY @ EACH POST N CL Z (0 0 F- 0) cn 4-16d S.S. NAILS EACH No.2 X-BRACE AT 4--16d S.S. NAILS EACH ADD 2"x4" P.T. SYP 0 _j F-- =5 C END WHERE APPLICABLE HEIGHTS OVER 4'-0" END WHERE APPLICABLE No.2 X-BRACE AT U) AND AT BENCH z HEIGHTS OVER 4'-0 z z uj uj:m 0 LOCATIONS 0 M:D 0 M:D 0 0 M 1 0 M : 2 x4" P.T. SYP No.2 UJI LIJ Mz mz TOP RAIL W/ 2-12d 4"x4" P.T. SYP No.2 POST -// �M 4"x4" P.T. SYP No.2 POST-// m S.S. NAILS AT EACH 0 10'-0" O.C. EMBED POST uj 0 10'-0" O.C. EMBED POST 4 x4" P.T. SYP No.2 POST --/ POST 4'-0" MINIMUM INTO 4'-0" MINIMUM INTO EXISTING GRADE EXISTING GRADE H K7%---NSECTl0N AT OPTIONAL DUNE WALKOVER W/ BENCHES- te--2� SECTION AT DUNE WALKOVER- DETAIL 3 SCALE: -3/4" l'-0o` SCALE: /410 19-0*0 SCALE: 11/2" V-0to ry < Lu LLJ =) 0 r) Z _j LL: Ld c L 'o STRUCTURAL NOTES Li 71' < 3f DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 ry < UJI uj cn 2 of x6" P.T. SYP No.1 0 m 1) LIVE LOADS: r_ CAP RAIL Ljj ELEVATED TIMBER WALKWAY 40 PSF 0) , z Lli 00 < _j V_ _j Lij 2) ALL LUMBER, TIMBER, AND POSTS SHALL BE PRESSURE TREATED IN ACCORDANCE Ld WITH AWPA STANDARDS. C-2 AND C-14. THE PRtS�RVATIVES SHALL BE IN ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571J`AND TTW-536 AND AWPA STANDARD P-5. ALL LUMBER, TIMBER, AND POSTS ABOVE GROUND SHALL BE 0.40 CCA. 3) ALL LUMBER AND TIMBER SHALL BE SYP No.2 AND BETTER (MINIMUM), WITH AN ALLOWABLE BENDING STRESS fb=1200 psi, IN ACCORDANCE WITH SOUTHERN YELLOW PINE INSPECTION BUREAU GRADING RULES. ' z x 4) ALL HARDWARE SHALL BE TYP 316 STAINLESS STEEL. BOLTS AND LAG SCREWS < F2'x8" P.T. SYP 00 SHALL MEET REQUIREMENTS OF ASTM A-276 OR ASTM A-493, AN TYPE 316 4"x4" P.T. SYP No.2 DBL 2 x8" P.T. SYP No.2 JOISTS STAINLESS STEEL. POST 0 10'_0" O.C._\'�k No.2 STRINGERS 0 NUTS SHALL MEET THE REQUIREMENTS OF ASTM F-594, AND TYPE 316 STAINLESS (0 STEEL. WASHERS SHALL MEET THE REQUIREMENTS OF ASTM A-240, AND TYPE 316 STAINLESS STEEL. 10'-0" O.C. 10'-0" O.C. ALL NAILS SHALL BE RING SHANK TYPE 316 STAINLESS STEEL. ALL DECK SCREWS SHALL BE TYPE 316 STAINLESS STEEL. ALL SIMPSON H2.5 CLIPS SHALL BE TYPE 316 STAINLESS STEEL. FASTEN EACH CLIP w/ 10-10dxll/," S.S. NAILS. SIDE ELEVATION- SCALE: 1/2" l'-O" DRAWN 5) PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO r___7MLC SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. CHECKED 6) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE CCK C'4 FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; QATE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS 02/05/04 SCALE PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT '9 THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. AS NOTED JOB NO. V) E04-013 V) SHEET ul S - 1 0 4 �SHEET 1 OF rREVISIONS 3'-5 5/8" 6ps 6'—ll 3/4" 71-3 7/809 4'-10$s 00001 000 o0o.." le lb 6" CONCRETE BENCH SEAT -lx POOL WALL v,AENCH SEAT w 10" CQNCRETE EL. +17.50' NGVD yl\ < .10 \\ TOP OF PILE -00 iSoex SPA WALL 10 --- EL. +18.25' NGVD d E TOP OF PILE BENCH SEAT LLj 04 Ld Lj z ,6 EL —3'-0" 00 o' Z Lij > Ld =) I < z -7' EL. +18.00' NGVQ 00 y —< > TOP OF PILE 64EL. +17.00' NGVD 00 SPA TOP OF PILE d C) 0 SPA uj EL. —4' 0" 0 12" STEP 0 Lij V) (1) = 00 2499 STEP 619 C014CRETE--/\\\r a- z (D (:) P CD POO- WALL A 24" WIDE SPILLOVER V) —4- z OJA if t 0 it C) co 10" CONCRETE L > d% EL. +18.00' NGVD SPA WALL EL. —6'—O" ak /if TOP OF PILE C\4 00 y DEEP WELL DRAIN EL. +17.50' NGVD 04 (Dj ,, EL. +16.70' NGVDojb F- TOP OF PILE TOP OF PILET D 0 POOL EL. +18-00' NGVD POOL — EL. —5'-0" TOP OF PILE < ro I 'o) lot Ld 6 CONCRETE EL. —4' 0" POOL ALL STEP ell \ In Lij TEP EL. +1§.70' NGVD TOP OF PILE 0 // z Ld 0 EL. +18.83' NGVD SWIMOUT V) TOP OF PILE EL. +18.00' NGVDk I Z Ljj /co TOP OF PILE < 00 811 NCRETE P OL SWIMOUT- WALL EL. —3 I—Olf LIJ EL. + 18.83' NGVD ro" 00 TOP OF PILE LLJ .,lb 00, .001 000' '04 V) N. 0 00"- olol 8- CONCRETE POOL WALL ol it—Ott —7 1/8" 7'-3 1/8" 4'-10 1/2" 2'-10 5/8" 4t-6" 3' P0^1 DIMENSION PLAN V6 = S f: 1 )(2" X ANIJ Y COORDINATES FROM (0,0,) X AND Y COORDINATES FROM (0,0,) DRAWN (0$0) RADIUS N FEET AND INCHES IN DECIMAL FEET AUGERCAST ANCHOR PILE LAYOUT PLAN- ('"-�MLC S$ SCALE: 1/2" l'—O" CHECKE SOUTHEAST CORNER OF A 8'-0 A (2,3'-01/8", 34'-5%") A (23.00', 34.42') CCK l/ 19) EXISTING TWO STORY B 4'-6" B 279-3 8 B (12.75', 27.25') DATE GARAGE STRUCTURE C 4p-6's c (4'-11 '/16", 22'-11") C (4.92 , 22.92') TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, 04/02/ (91-67/ $9 5/ D (9.51', 16.42') SCALE D 3'-6" D 8 , 161-41 16") THESE DESIGN PLANS AND SPECIFICATIONS ARE IN AS NOT E 6'—of$ E (5'-01/2", 8'-03/4") E (5.08', 8.08') INDICATE 14"0 AUGERCAST CONCRETE ANCHOR COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION '9 1 JOB NO —off C 1 4 F 31-6's F (14'—4", 10'—0'/2 F (14.33', 10.08') PILE AND 2 x2'—O" PILE CAP 6213-33.007, FLORIDA ADMINISTRATIVE CODE. E04-01 IN (19'—15/ SHEET 16 G 5'-6" G 2'-510) (19.08', 2.42') '8K THE POOL HAS BEEN DESIGNED NOT TO INCREASE�THF,�-Xl 7/ 01) OF DAMAGE OF ADJACENT DWELLINGS DURING A ��)X -TAL�,� 0 H 5 61' H (18'-87/16 13#-4 a H (1 8.66's 13.42') _ S co 1 5-62' 1 (29'-21-3/16", 100-2 5 (29.17', 10.17') STORM EVENT AS REQUIRED BY FAC 6213-33.007051(r-�)(n). C14 Ott p 1 51— 1 (24 -6 /4", 19t-71/4'1) (24.50', 19.58') 0 I/ to) K S-603 K (27'-11/20p, 25#-0 8 [ K (27.08', 25.00 X71 Af b 118? E- 0 E� U4 0 LLJ iE C%j Ct) z C)�sa cr 0 U M uj C z W Cc < E- u u E- 00*0 0 1 ,00,91 ogg > U, LL 0 z UI) r,--4 OD W C= 0 C*%j C) 133UIS '4481 z Ln T— _C3 Ir W x C= 0 aq W W tDk LL Lr) 0 cr 0 0 > q 0 LU a 0 m 0 > 0 Z OD 0 0 v 0 0 0 LL OD LL to z ro 0 V) D cr z M LLJ 4 1 - a 0 0 m 0) > LIJ cr LLF <(1) z z > =)a- 0 2 M ZCI Li W -J Cj pa: LL. W z -J., (NO 8 1_ Ua. -1 < J ;P-n.02 t ck:Fr C) Z-� -0 0 to -dtJ2��rb 6-m . - -. .' - 0 W .!1Y 0 -14 W W T9 �!j 0 > LAJ tc) M F cr C'4 0 LL.Ir LLI to -C) in .011 (L CL 0 ed M-4 — cr _j W r..: 0 z LJ en- W L) . . 0 LLJ :-0 Tr Wo W R '61P Inio"I 0 -0 u 'o-s' WOW Z 3: F- W 020:0 6 92 2 4-- in W l,-0 0 Wz (f)LL ui z (D Y, D 2: q 0 0 W CD 0 W Wn a. tt M cn:D 0, M >- cli - pr) W cr_ cn N 8 F Z N z F- W -i r.: it 0 (10 0 A Q) 0 W 0 L) 7 cc -q z NO3 V u cli AIIIIIIIS PUZ 0 4m T 0 - . "W - 01 9*9 'cel 0 L) 0 C) 0 U5 L VI U. z LLJ co Cd q AAL W Z C; 9t, o 6 8 N 101 9 W 17VAI 313613NOD NDIN ,Z-/ ( G131 ST691 -�.9r.'Ot,069'N ui > 0. W uwi a. cr 0 z 0 W OD W4 m ZW1 -7 cl� u 7- tl� 1 11 No 0 OCID L)CID to OD 0 z LL. 0 0 LL N, cc 0 G ci uj V) z M to0 ui q d a 'D 0 W> W 0 kn _j W 0 0 J-4 Zm cr !L- 4q CL ui 0 0 W -j a 4z IL m W LL 0 s L)W>, 0 u 31:qt 0 z C� =)>< .1 0 100*f?t '3,,00,91ogg O�- Li W W W >- ma.0 Z cr W 20113 z z W 715 W - 0 oz�- -j 0 > Ci L'.U- 0 L)o< >00 m , 0 z 0 1,- 0 Wqt -10 0 z W 4 1 8 W ...I rr wj P 2 . >- z E?Uz :c X >1 J U. woo 2 m oom Z>-- 000 0 W< uj(f) cWn �-(j Z U) we W C:)z ca jr Wo D -q W U) W,W z J Z— z-1 0 m uj > I a <-JZ E 2 8, ,9 3: As a bf W - < z 1: M bi - -jo C) -i l.- W u MOM -JW 0 W cm ij a: — 1.- 0 z cr 2 D <Z Z�- IM (1) -o'n R Ir Ln > Zi 14 LLJ'I UjW < 00 0 00 = -i z �- wi�K W, > GOO z 0 W- mqt IK > b) W 0 0 W MAP SHOWING . SUFRV Y 0 LOT 48, NORTH ATLANTIC BEACH UNIT No. 2, A'.3') RECORDED IN PLAT BOOK 15, PAGE 57 S. 5S'4-7'23" OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBER 72-81-A16 z Y - 2188085.966 X = 373890.317 00 to 0 0 rn > ;0 0 0 0 0 0 7- 0 rn ri 0 0 z rfl 0 LOT 49 r- c: TWO ST RY FRAME RESIDENCE z ri CONCRETE BULKHEAD NUMBER 1911 CONTINUES NORTHERLY STATE PLANE 2' HIGH CONCRETE WALL FOUND Y-CUT SEASONAL HIGH WATER LINE COORDINATE FOUND 1/2" ON FACE OF ELEVATION: 11.1 NUMBERS IRON PIPE � (N. 89-46-56- E. 188.34' FIELD) CONCRETE BULKHEAD MEAN HIGH WATER LINE Y = 2186465.7 B. No. 1048 0 CONCRETE EDGE OF VEGETATION X = 374438.7 N. 89*46'52* E. 188.10 BULKHEAD ELEVATION: 3.1 2.0l'---mj 21.1 22.2 21,' 21.1 20.6 1 1 F Co 18.24 18-15 19. - -- I x I XA0 6 14. x 8.6 X 14.8 X 1,13 7,11 X 6,4 X 5* X 3.0 X 2.1 X 4 x 0.8 x 20.4 20.0 _M :11 m -6 18.7 13.6 1 0 . FA 14 .04� X/ m 119. 7 02 7- 22 _l__r 11i > 51 25.3' ONCRE 1.5 A C _��6V3 N'67�� 0 23.2' : �p ALCONY .2 x 15. z P.7 ;0 > * dl- 0 STORY 3' HIGH 0 C4 Tr OODEN 55 l - ECK k ct S cco CONCRE'l u 7.2' 1 .3 DENCE RETAINING OD l_Wm_:i-- - SMORY-Smjf= 0 A 4.0 -_ 20 �LS 22.0 7�77_ z ZZ - - 1 -1 ,-0 - " I (A 0 0 17.97 -0 1g.;i P, BASEMENT No. 1895 N15 Nbl '5 0 m -71 )p 00 4.9' X 12.0 I S D OOR b.�c /X__ > 4.0' " w 0 <p ELE ATION OF STOO FINSHED FLOOR ELEVATION: > 14.8 > 1.5 G A R G E 1181.99 - BASEMENT FLOOR 14. rl i > 1-.90 x 13.8 x 11.5 x 1 .4 13_3 ;0 11.0 2,1 p-.5_22 ..3 X 7 18.7 2, R S D N. (N 0 < 19.72 9> 1 rn > 0. Hl 0 15.0- 119.33 19.7 w 7.0' t4 rn 0 0 M 7.73 1 .8 15.9' '�Z� w 18.3 U) 14.6'3j m m 0 -0 7.20 x CONCRETE WALKW .5 z PC) 18.48 0 19-58 -4 u0sil--flEmErAmmmuff__10mT)Ft_ N1"'RETE 19.34 18.79L4 �3 19.7 19.01 16.4 rA- PA 110 > > c 18.7 x x 8.5 X 13.5 x 3 x 2.4 x 1.6 x 1.0 n 18.91 18.0 -10.4 12.0 x 10.9 x 5.8 x 19 .4 x 6.8 x 5.6 X 4.3 22.61--�!��v 19.2 14.5 12.3 16.4 CONCRETE > b m FOUND 1/2' So 89*46 52" W. 188.02' BULKHEAD SET1/2' F9 IRON PIPE (187.95' IRON TO IRON) P BROKEN AT IRON PIPE I L.B. No. 3295 STATE PLAN/ L.El. No. 1048 WOODEN THIS END > COORDINATE 0 DECK 6' WOODEN FENCE NUMBER 1891 NUMBERS 0 EROS'ION CONTROL > LOT 47 THREE STORY z Ln COORDINATE LOCATION Y - 2186515.7 m FRAME RESIDENCE FOR POINT NUMBER X - 374436.0 > cn ri 1 891 ORY IDENCE 0 0 0 (A WOODEN COASTAL CONSTRUCTION CONTROL LINE DECK ACROSS LOT 48: Ln ok UMBER 1889 S. 03*48'40" E. 50.08' 0 z m NOTES: THIS IS A TOPGRAPHIC SURVEY. -4 FOR BOUNDARY INFORMATION SEE BOATWRIGHT LAND 0 :.j 0 00 SURVEYORS, INC.'S DRAWING FILE NUMBER 98-450 z q DISTANCES MEASURED PERPENDICULARLY FROM DATED JUNE 29, 1998. COASTAL CONSTRUCTION CONTROL LINE TOPOGRAPHIC ELEVATIONS ARE BASED ON BENCHMARK TO THE NORTHERLY AND SOUTHERLY CORNERS AT THE SOUTHWEST CORNER OF LOT 47, ATLANTIC OF THE OCEANWARD FACE OF THE STRUCTURES I Sth MET SHOWN OR REFERENCED ON THIS DRAWING: BEACH UNIT No. 2. BENCHMARK IS NAIL IN EAST z SIDE OF A WOODEN POWER POI E - POSTED AT rn STRUCTURE NUMBER 1911: ELEVATION 19.63 (N.G.V.D. - 1929) NORTHERLY CORNER TO CCCL - 113.1' NO BUILDING RESTRIC71ON LINES PER PLAT. SOUTHERLY 111.3' COASTAL CONSTRUCTION CONTROL LINE DATA AS RECORDED IN C.C.C.L. MAP BOOK C, PAGES 72 THROUGH 72H, IN DUVAL STRUCTURE NUMBERED 1891 AND 1889: COUNTY, FLORIDA, JULY 23, 1992. r6.b9,,- NORTHERLY CORNER TO CCCL - 112.6' BEARINGS A-RE BASED ON A LINE FROM THE DEPARTMENT OF NATURAL SOUTHERLY 112.3' RESOURCES MONUMENTS 72-81-A16 TO 72-81-A17 PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA. SURVEYED STRUCTURE 14UMBER 1895: COORDINATES ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, NORTHERLY CORNER TO CCCL = 106.3' EAST ZONE, PER THE COASTAL CONSTRUCTION CONTROL LINE. SOUTHERLY 99.0, CONTOUR LINES AT ONE FOOT INTERVALS ARE COMPUTER GENERATED. StASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER 16B-33.002(45), FLORIDA ADMINISTRATIVE CODE. MHW+(1.5 X 71DE RANGE) OR (3.1+[1.5 X 5.3] = 11.1 N.G.V.D.) MEAN HIGH WATER LINE ELEVATION PER DEPARTMENT OF BEACHES AND SHORES: ELEVATION = 3.1 (N.G.V.D.) EROSION CONTROL LINE BASED ON STATE PLANE COORDINATES RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B, DUVAL COUNTY, FLORIDA. EROSION CONTROL LINE IS THE EASTERLY BOUNDARY OF THE PROPERTY SHOWN. DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBER 72-81-A17 Y - 2186046.194 THE PROPER-Y SHOWN HEREON APPEARS TO LIE IN FLOOD X - 373902.056 ZONE Y (AREA OUTSIDE THE 500-YEAR FLOOD PLAIN) AND IN FLOOD ZONE "VE- (VELOCITY HAZARD ELEVATION ESTABLISHED AT THIS SURVEY WAS MADE FOR THE BENEFIT OF 14.0 ABUTTING ZONE Y), AS WELL AS CAN BE DETERMINED FROM CLINT-CARTeR, FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075- 0001-D, REVISION DATED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. Ike DONN -W. --BOATWRIGHT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 3291 SURVEYOR AND MAPPER.- FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 2004-0164 Y. MP/JCJ TE:FEBRUARY 65, 2004 04)241-8550 !CHECKED BY: - 11DRAWN Bl. BOATWRIGHT LAND SURVEYORS A SHEET--!-OF FILE' inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH. FLORIDA 111D XREF=98-450 MAP S OWING . SUFRV Y OF LOT 48, NORTH ATLANTIC BEACH UNIT No. 2, AS RECORDED IN PLAT BOOK 15, PAGE 57 HE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA OF T� �N 659-9 58-47'23" DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBER 72-81-A16 Y = 2188085.966 X = 373890,317 0 01 00 0 M > M 0 0 0 0 0 0 0 U) 0 0 z C-) rn 0 z 0 rn 0 0 !, LOT 49 r- Z � TWO ST RY FRAME RESIDENCE I CONCRETE BULKHEAD rn NUMBER 1911 CONTINUES NORTHERLY STATE PLANE 2' HIGH CONCRETE WALL FOUND 'X'-CU-T SEASONAL HIGH WATER LINE > COORDINATE FOUND 1/2' ON FACE OF ELEVATION: 11.1 NUMBERS IRON PIPE i, (N. 89'46'56" E. 188.34' FIELD) CONCRETE CONCRETE BULKHEAD EDGE OF VEGETATION MEAN HIGH WATER LINE Y = 2186465.7 L.B. No. 1048 1 X = 374438.7 N. 89*46'52" E. 188.10' BULKHEAD ELEVATION: 3.1 2.01' 21.1 22.2 21.1 21.1 20.6 1 x 1 X 3.0 X 2.1 X 1.4 x 0.8 1824 1 .15 19.0 17.2 x 106 X 14.6 X 9.3 x 8.6 x 148 113 7.8 X 6.4 x 5. x 13.6 q tj OU ;M4 ZU.V 1� .0 X-< A.0' -4 ;0 M18,03 A UI -=::3-- 22 7 > z 1 1QONCR Tr 1.5 �6 9 1 125.3' X 15. 0 rn M STORY s- 1 23.2' ;7 -2��2 r- SWCCO cc OODEN - I? - �J- -16.3 ;0 - 0 "M .2' z 0 (A 1-7 H CIGRHEE T E ECK 0 -1 L4 1.5 t T- C3 00 RES;DENCE RETAINING THREE SMY SM= > --i AWGARAGE (,, WALLS 22.0 4.0' ok lc� 0 ;o 0 JtMDENCE VAIN FINISHED n - x 11.5 C14 rri -_j 41 L4 0 ,z, _; NUMBER 1897 Lj' P, BASEMENT No. 1895 C) 17.67 0 19.51 0� 4.9' L P x x rn -9 > 0000 *rmn 'r�"I FINSOIED FLOORii ET - )4119 0 a > 4.0 CB- 14 > -4 ELEVATION OF STOO 2 FINSHED FLOOR ELEVATION: > GAR 18.9 r- 'JiGE BASEMENT FLOOR 14.8 > 11.0 2 90 > 1.5' < 19.72 0z 1, x 13.8 .5 X 1 .4 13.3 x Ln Ni 0 46 rn 0 12.1 L4 D 7.0' rn > 4 'E.33 U) 0 1 M 7.73 A 1 9, 15.0' 15.9 x 8 CONCRETE WALKW 1 18.3, ::::751 -0 Z M 17.20 18.48 co ).58 j 11111IN(oll IMIIRUfflill-m CONCRETE > 18.79L�4 19.7 16.4 PATIO 0 C G (3) -19.6 x 1.6 x 1.0 1-1 &0 15.7 x 9�3 M ^10. 12.0 x 10.9 x 5.8 x x 39 .4 x 5.6 X 4.3 x 3� X 2,4 < 16.91 14.5 12.3 '�/4CON ^1'. > CRETE SET 1/2" 1/2" BULKHEAD IRON PIPE (187.95' IRON TO IRON) BROKEN AT IRON PIPE e),.C� STATE PLAN/ L.B. No. 1048 19.2 WOODEN 0 0 THIS END L.B. No. 3295 it 0 Ve C M 22.61 S. 89*46'52" W. 188.02' M FOUND DECK 6' WOODEN FENCE NUMBER 891 rn 0- COORDINATE C-) I W 0 � ER SION CONTROL 0 NUMBERS > LOT 47 N 0 THREE STO C RDINATE LOCATION (A z V) 0 z ;5 Y = 2186515.7 z FRAME REE IDE F POINT NUMBER --4 rn M z X = 374436.0 LA > 12,1' 4 115XI N. E (N �181519 0 (X� 2� 0 22.61 S FOU ND 2 1 0 PI R N PE 891 r IDE Ln 0 C) WOODEN I DECK COASTAL CONSTRUCTION CONTROL LINE UMBER 1889 0 ACROSS LOT 48: � � -0;-- 41vt r S. 03*48'40" E. 50.08' C: 0 hAe- --4 rn IN OTES: 0 THIS IS A TOPGRAPHIC SURVEY. FOR BOUNDARY INFORMATION SEE BOATWRIGHT LAND SURVEYORS, INC.'S DRAWING FILE NUMBER 98-450 0 00 DISTANCES MEASURED PERPENDICULARLY FROM DATED JUNE 29, 1998. COASTAL CONSTRUCTIOh CONTROL LINE TOPOGRAPHIC ELEVATIONS ARE BASED ON BENCHMARK TO THE NORTHERLY AND SOUTHERLY CORNERS AT THE SOUTHWEST CORNER OF LOT 47, ATLANTIC OF THE OCEANWARD FACE OF THE STRUCTURES BEACH UNIT No. 2. BENCHMARK IS NAIL IN EAST 18th STREET SHOWN OR REFERENCED ON THIS DRAWING: SIDE OF A WOODEN POWER POLE - POSTED AT rn STRUCTURE NUMBER 1911: ELEVATION 19.63 (N.G.V.D. - 1929) NORTHERLY CORNER TO CCCL = 113.1' NO BUILDIN� RESTRICTION LINES PER PLAT. SOUTHERLY 00 111.3' COASTAL CONSTRUCTION CONTROL LINE DATA AS RECORDED IN C.C.C.L. 4AP BOOK C, PAGES 72 THROUGH 72H, IN DUVAL E BASED ON A LINE FROM THE DEPARTMENT OF NATURAL rob"!�91 STRUCTURE NUMBERED 1891 AND 1889: COUNTY, FLORIDA, JULY 23, 1992. NORTHERLY CORNER TO CCCL = 112.6' BEARINGS I SOUTHERLY 112.3' RESOURCTS MONUMENTS 72-81-A16 TO 72-81-A17 PER THE City of Atlantic Beach COASTAL',CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA. Planning and Zoning Department SURVEYED STRUCTURE NUMBER 1895: COORDINATES ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, This approval verifies compliance with applicable NORTHERLY CORNER TC CCCL = 106.3' EAST ZONE, PER THE COASTAL CONSTRUCTION CONTROL LINE. toning, subdivision and other local land C:1- SOUTHERLY 99.0, CONTOUR LINES AT ONE FOOT INTERVALS ARE COMPUTER GENERATED. development regulations, but does not constitute SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER approval for the Issuance of permits. Compliance with Florida Building Code and all other applicable 16B-33.002(45), FLORIDA ADMINISTRATIVE CODE. local, State and Federal permitting requirements MHW+(1.5 X TIDE RANGE) OR (,3.1+[1.5 X 5.3] = 11.1 N.G.V.D.) must be%willied by signature of the City Of Atlantic Beach SuNing 01111chd prior lo the bou of a MEAN HIGH WATER LINE ELEVATION PER DEPARTMENT OF BEACHES Bum" PermIL AND SHORES: ELEVATION = 3.1 (N.G.V.D.) EROSION CONTROL LINE BASED ON STATE PLANE COORDINATES RECORDED IN PLAT 800K 35, PAGES 59, 59A AND 59B, DUVAL COUNTY, FLORIDA. 01 1*0" EROSION CQNTROL LINE IS THE EASTERLY BOUNDARY OF THE PROPERTY SHOWN. ED 0.le F�)4 144 DEPARTMENT OF NATURAL RESOURCES MONUMENT 60a-l--�q NUMBER 72-81-A17 Y = 2186046.194 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE YO(fEA OUTSIDE THE 500-YEAR FLOOD PLAIN) AND IN X = 373902.056 C IN FLOOD Z "VE" (VELOCITY HAZARD ELEVATION ESTABLISHED AT THIS SURVEY WAS MADE FOR THE BENEFIT OF 14.0 ABUT1ING ZONE Y), AS WELL AS CAN BE DETERMINED FROM CLINT CARTER. FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075- 0001-D, REVISION DATED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. DONN W. E0ATWR1GW, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE FLORIDA LIC. SURVEYOR and MAPPER No. LS 3 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 2 1 0 0 4-0116L4 DATE:FEBRUARY 6, 20041 DRAWN BY: MP/j 904)241-8 .ICHECKED- BY: OF BOATWRIGHT LAND SURVEYORS, inc. 1500 ROBERTS D-RIVE, JACKSONVILLE BEACH , FLORIDA OF ;_- XREF=98-450 rREVISIONS B' Z La 0 z 0 u _j 01 Lul F- 0 0 F-- Cy- 0 V) F- z:I C:) zi z CL LA_ 00 3:: c:) Ld V) I zi C> 57'-O"± SEAWARD DISTANCE OF CD� CONCRETE POOL DECK I I cy- 49'-O"± < SEAWARD DISTANCE , NEW CONCRETE POOL EXISTING THREE OF NEW POOL ND POOL DECK STORY RESIDENCE EXISTING TWO STORY RESIDENCE AND GARAGE Of ui ui < Lli Z zuio uj Z) _j < zu- 0 APROPOSED RELOCATION EXISTING GRADE 04 OF ALL EX`ESS EXCAVATED v 00 EXISTING SZD MATERIAL :3 < z 0 z 0 _j Lu Lj (10 (.() _j a- = 0 05; ------ - ----- - ----- ------ Z (Do 0 (In I- Z) QASEMENT cf) V) Z 0 If_x _1_31=iT GERCAST --------_____C.QN.CfRETE_AUCh0R__PlLE--------- ------------- --(-TYP4GAL-+2-h0GA-T40NS-))-- ------------ ATLANTIC OCEAN __j 7 57'-O"± SITE PK %.JFILE- Lj SEAWARD DISTANCE OF 0 SCALE: 1 20' z CONCRETE POOL DECK < uj LJJ 0 ui 491-001± 0 0 Ln 0 z -i SEAWARD DISTANCE 0 - W Li- po V) OF NEW POOL LOT 4�) 0 uj C) 0� < 2' HIGH CONCRETE WAIL < uj 0 SEASONAL HIGH WATER LINE UJ M rn ELEVATIION: 11.1 (N. 89-46-56- E. 188.3,v FIEL 0 z MEAN HIGH WATER LINE bj i= m EDGE OF VEGETATION N. 89*46'52" E. 188.10 ELEVATION: 3.1 0) z -1 00 < 2.01' 21.1 22.2 21.1 1 21.1 20.6 x/14,6 w T- _j - 7 13.5 x 4. X�3.0 X 2.1 X t4 x 0.6 1::� Cox* X� 1 18, x 9.� 20.4 20.0 :sa_ol � 0 01 , A Lq 14 ;0 M 18.03 7'19, ee I ry K 8.51 5.3' CONC�E P 0 --,71lli-f --- I � r, - rn X; 4 N\.=" . ' 1&7' 23.2' x i5 ;0 0 p TW STORY W. c"v 0 0 S UCCO 90 7.2' 1� CA 1.5� - R& - 11 Zl� RE DENCE THREE STORY STUCCO 9D --y - " Lp 0 o p S,- .............. (D 0 2'0 -RESIDENCE WITH FINISHED 3; AND GARAGE 22.0 4.0' 0 > 0 i- 0z NUM R 1897 FO BASEMENT No. 1 x 11.5 0 9,51 0 895 CD AIR 0 17. C� rn PO M \T N) > CO FINS ED FLOOR " "I Ct-< /_,�, x 12��e/ \zl_ll 4.0' CD EL ATION OF 0 '> FINSHED FLOOR ELEVATION: 14.8 0 GAR E 18.9 In > 0 0 0 20 113_ 4 4 0 0 7 5 2 //(N N t z 0 BASEMENT FLOOR 14.8 0 -0 1.5p '4 GAR ;0 P 1'.90 .-< < jo -4 Oz> x 11.5 X 1�)4 �13-31X cn 0 . 110 > > t 0 12.1' 0 > S fn- 19.7 (D 7.0- tj to 15.0' , '"f _u) m _n 7. 15.9' ;P 18.3' �0 rM_ 17.723 18.4-8 (0 40 1 PACR TE 11 -0 z MN ONCRETE 0 c 0 18.7S(LA J19.3 19.6 19.7 16.4 PATIO > > 18.7 x 414 i x / j, I �x 1.0 0 a < 18.0 1. 1 x 1315 x 312 X 14 1 j,< * rq M 1P.2 14.5 12.3 16,4 lv.�+ ;Z.v x 8.8 x atj x 3.9. .4 x 6.8 X 5.6 X 4.3 1.6 > S. 89*46'52" W. 188.02' 6 0 (187.95- IRON TO IRON) 0 _Tl 0 APPRoVED 1 6 LANTIC BEACH > CiTy. ()F AT (n 0 0 0 a 0 BUILDING OFFICE > z t-4 0 0 LOT 47 0 0 JUL 12 200 0 (_4 z 0 . - 4 z z rri Ln U) CEL m 0 EXCAVATION QUANTITIES: .4 -4 0 bo LEGAL DESCRIPTION TOTAL NET EXCAVATION 87.5 CYDS z 0 �g LOT 48, NORTH ATLANTIC BEACH UNIT No. 2, 0 EXCAVATION NOTES: r-___7DRAWN AS RECORDED IN PLAT BOOK 15, PAGE 57 OF ALL EXCAVATED EXISTING SAND MATERIAL MLC THE CURRENT PUBLIC RECORDS OF rn DUVAL COUNTY, FLORIDA SHALL BE RELOCATED AROUND THE PERIMETER CHECKED OF THE NEW POOL SHELL AND UTILIZED AS CCK BACKFILL MATERIAL AT THE POOL DECK. DATE ALL EXCESS EXCAVATED EXISTING SAND TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, 06 25 04 MATERIAL SHALL BE PLACED SEAWARD OF THE SCALE EXISTING 3 STORY MAIN HOUSE AS REQUIRED. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE AS NOTED WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, JOB NO. FLORIDA ADMINISTRATIVE CODE. E04-013 0 SHEET z SITE PLAN THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTA-L" STORM EVENT AS REQUIRED BY FAC 62B-33.007(5)(M)fn). - SCALE: 1 20' c SHEET 1 OF 5 REVISIONS 3/8" MORTAR EL. +22.00' NGVQk EL. +22.00' NGVD JOINT EL. +22.00' NGVD EDGE OF DECK "F EDGE OF DECK EDGE OF DECK 0 4" CONCRETE SLAB ON 1W, GRADE W/ SAWCUTS @ BULLNOSE COPING AS PER POOL 5'-0" O.C. EACH WAY 4" CONCROTE SLAB ON MANUFACTURER FINISH TO BE DETERMINED GRADE W/1 SAWCUTS 0 0) BY OWNER 0. 5'-0 C.� EACH WAY 10 WATER LINE ——-----—-------------- FINISH TO BE DETERMINED BY OWNER 6" CONCRETE H .00 POOL WALL 6" WATERLINE--`*� BENCH SEAT TILE L� EL. +22.50' NGVD —3 "VTOP OF DECK j4EL. +22.50' NGVD 10" BOND BEAM W/ 2—#4 TOP OF DECK CONTINUOUS AROUND 0j,t1l 1];'! #4 HORIZONTAL 10" CONCRETE PEREMETER (TYP) 12" O.C., CENTERED SPA WALL EL. 1+22.50' NGVD OL #4 VERTICAL 0 TOP OF DECK '-r \1 BENCH SEAT 12" O.C., CERNTERED EL. +22 50' NGVD off z V) EL. 3'— TOP OF DECK — cl� TYPICAL COPING,ZEDGE DETAIL ui -Ld 6' —,JkEL. +22.50' NGVD s Z I ECTION uj : 'YEDGE OF DECK SCALE: 3/4" 7 SPA EL. —4'-0" Ilk D P-3 12" STEP of 4 —Opp 18 24" STEP 6" CONCRETE Ld (n POOL WALL BEND OVER 4—#5 VERTICAL EL. +22.55' NGVD 'y TOP OF STEPS 24" WIDE SPILLOVER REINFORCING FROM AUGERCAST n z It CONCRETE PILE INTO MONOLITHIC 2'—O"x2'—O" C) F POOLSHELL PILE CAP F- 8" CMU 10" CONCRETE cn z A RETAINING WALL SPA WALL ry 0 :H EL. —6'-0" 75, w/ STUCCO FINISH DECK DRAIN �4 EL. +22.00' NGVD 1 DEEP WELL DRAIN TOP OF DECK DRAIN \- 14"0x13'-0" AUGERCAST CONCRETE ANCHOR PILE AEL. +19.83' NGVD 31-01' BOTTOM OF PILE N(A-ri"' EL. I- BOTTOM OF ST�PS TYPICAL 12 1,0CATIONS) EXISTING CONCRETE STEP w/ EL. —5j-003 Ak POOL 4" CONCR TE SLAB ON EXISTING 5 RISERS 0 61/, ' AND GRADE W/ SAWCUTS 0 /�'E S/ IDE N/ CE 4 TREADS 0 12" It, 5'-0" O.C, EACH WAY RESIDENCE STEPS 4 FINISH TO BE DETERMINED 210 5'-8'9± BY OWNERI —3 P 6" CONCRETE POOL WALL 2'—Opp EL. 3 10, r2 DETAIL 8's CONCRETE fill", !11 :!' RETAINING WALL SCALE: 3/4's V-001 -7w STUCCO FINISH Z EL. +19. 3' NGVD 22.50' NGVD Ld 00, EL. +. TOP 1OF DECK TOP OF DECK 9 C) —3 p— 8" CMU 0 TYPICAL RETAINING WALL V) 8" CONCRETE w/ STUCCO FINISH POOL WALL EL. —31—Off 8' CMU A EL +19.83' NGVD EL. +22.50' NGVD CONCRETE STEPS w/ < L'j SWIMOUT TOP OF DECK 7 RISERS 0 6 /2" AND 6 TREADS 0 12" z w 24" WIDE WET BAR TOP LLJ 8" CONCRETE POOL WALL 6 12" 12" 12" 12" 12*9 12" V-0 to E +19.83' NGVD L. 0 ui TOP OF DECK 0 00 8" CMU 0 RETAINING WALL EL. +22.30' NGVD EL. +19.60' NGVDOL OL w/ STUCCO FINISH c*4 0 of op EPS 'T 12 12" 12 8" CMU TOP OF ST 6#11 EDGE OF DECK " RETAI ING WALL 8" CMU C� CO w/ STU FINISH RETAINING WALL 1 04 j%EL. +19.60' NGVD w/ STU1'.'C0 FINISH 'yBOTTOM OF STEP� POOL PLAN AND DECK LAYOUT 4" CONCRETE SLAB ON -H GRADE W/ SAWCUTS @ C14 SCALE: 1/2" 1'-0p' 5'-0" O.C. EACH WAY (01 \— CONCRETE STEPS W/ FINISH TO BE DETERMINED I - INDICATES CONSTRUCTION/SAWCUT JOINT CN BY OWNER IMILAR 5 RISERS 0 6 /2" AND NIVS ----i INDICATES SLOPE/RLINOFF 4 TREADS 0 12" o) EL. + 19.60' NGVD DRAW BOTTOM OF STEPS MLC 14'—10" 8" 9p-3" 601 79-00$± ----------------a- ism 6'-100# CHECK TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, cc� 2 DATE /25, THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE 06 p— NTH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, SCALI co FLORIDA ADMINISTRATIVE CODE. AS NO JOB N THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK E04—C OF DAMAGE OF ADJACENT DWELLINGS DURING A COASIAL-, SHEE' EL. +19.00 STORM EVENT AS REQUIRED BY FAC 6213-33.007(6).(�t NGVD01L EDGE OF DECK 'r EL. +19.00' NGVD EL., +19.00' NGVD (0 EDGE OF DECK EDGE OFDECK C14 If I EL- F( CONC� POOL -�q WALLCAP AS PER rREVISIONS B;7' 71-000 ARCHITECT/POOL 80 MANUFACTURER 10ff 1p-40p 10-4#9 100$ 4 -019± AkEL.+23.50' NGVD 41-4 DISTANCE VARIES 'TTOP OF COPING BUILD UP PERIMETER OF 8" CONCRETE POOL WALL w/ #4 WATERLI E TILE DECK WITH EXCAVATED REINFORCING 0 12" O.C., AS PEi POOL #4 VERTICAL 0 12" O.C.0 EXISTING SAND FILL EACH FACE, EACH WAY, (TYP) MANUFACTURER EACH FACE +23.00' NGVD A 6" CONCRETE POOL SLAB TOP OF SPA CH O.C. EACH WAY (TYP SEAT 10"07' #4 HORIZONTAL @ 12 0.C., SLOPE IRV WATE <* - ul 0) 1 1 T1- of 4" CONCRETE SLAB ON GRADE A- EACH FACE EL.+23.50' NGVD EXISTING GRADE WATER LINEmw Aft W/ #4 REINFORCING @ 12 W/ SAWCUTS 0 5-0" O.C. EL.+22.50' NGVD r6 R LINE EACH WAY. FINISH TO (0 DETERMINED BY OWNER TOP OF DEEk NV 00 +22.00' NGVD/ SPA 611 CONCRETE� 04 SPA SLAB w/ I XNI gkEL.+19.83 NGVD LAP #4 VERTICAL WALL w. -9p'TOP OF—DECK #4 REINFORCING POOL REINFORCING 24" MIN. w/ 0 12" O.C.� POOL SLAB REINFORCING 0 T E EACH WAY L.+18.83' NGVD T LE (TYPICAL (0 OP OF PI EL.+18.25' NGVD 6" CONCRETE POOL SLAB wl #4 REINFORCING 0 12" O.C. BOTTOM OF SPA d EL.+16.70' NGVD 01 INZ EACH WAY (TYPICAL) z V) z - — (If TOP OF PILE 6" CONCRETE SPA SLABTrp c w _uj W/ #4 REINFORCING @ 12" < 0< '0, Ld K 2 �>�/-�'Nx\/1\0< N11 O.C. EACH WAY (TYP) 17C I A 07 F- it 6" CONCRETE POOL SLAB Z LL- -H < 14"0x13'-0"± DEEP W/ #4 REINFORCING 0 12" c < > 00 AUGERCAST CONCRETE O.C. EACH WAY (TYP) 10 tONCRETE SPAZPOOL WALL < ANCHOR PILE (TYPICAL wm C3 12 LOCATIONS) :3 0 Z ry UJ _3 w SECTION Ld (n _3 6- 14"0x13'-0"± DEEP 0 5; 11-019 = 0 z -J AUGERCAST CONCRETE SCALE: 3/4" a- Kwou- ANCHOR PILE (TYPICAL 0 �- cy) W WALLCAP AS PER y- 12 LOCATIONS) 0 ARCHITECT/POOL ul < Z ..�o MANUFACTURER 0 kEL.+22.50' NGVD 0 EL.-+5.25' NGVD #4 VERTICAL 'TTOP OF COPING kEL.+5.83' NGVD WATERLINE TILE 0 12" O.C., BOTTOM OF PILEmV 'T BOTTOM OF PILE AS PER POOL-N\-4, EACH FACE jj-\EL.+3.75 NGVD MANUFACTURER 810 _/-T—BOTTOMOF PILE #4 HORIZONTAL @ 12" O.C., 00 10" BOND BEAM W/ 2-#4 C. EACH FACE SECTION LAP #4 VERTICAL WALL it CONTINUOUS AROUND REINFORCING 24" MIN. w/ '\,�3 'SCALE: 3/8" -of$ PERIMETER (TYP) POOL SLAB REINFORCING 4" CONCRETE SLAB ON GRADE to 6" CONCRETE POOL SLAB w/ 10" BOND BEAM W/ 2-#4 23'-O"± 2$-009 W/ S A WC U TS 0 0.C. T kEL.+19.83' NGVD CONTINUOUS AROUND -a EACH WAY. FINISH -T�E #4 REINFORCING @ 12" O.C. X X-ld x \,F TOP OF DECK DETERMINED BY OWNER EACH WAY (TYPICAL) PERIMETER (TYP) SUN SEAT 1. SLOPE SLOPE v WATER LINE Aj--,EL.+22.50' NGVD EL.+22.50' NGVD V) f TOP OF DECK TOP OF DECKI-` EL.+22.00��NGVD -J 0 8 CQNCRETE CANTILEVERED POOL WALL < 6" CONCRETE POOL WALL--,,",,. I W/ #4 REINFORCING 0 12- co /.,-6" CONCRETE POOL WALL O.C. EACH WAY, (TYP) W/ #4 REINFORCING 0 12" SECTION W Lj 0 O.C. EACH WAY, (TYP) co \,,.��3 SCALE: 3/4" V-0" EL.+18.00' NGVD LJJ ,,J& EL.+16.70- NGVD "T TOP OF PILE BEYOND 24" WIDE WET BAR w TOP OF PILE WALLCAP AS PER Z C) z 0 LL. ................ ARCHITECT/POOL < EL.+16.00' NGVD Ittil -7777---:!� 6" CONCRETE POOL SLAB MANUFACTURER BOTTOM OF POOL W/ #4 REINFORCING 0 12" "�- 14"Ox'13'-O"± DEEP OILEL.+22.50' NGVD "T TOP OF COPING V) O.C. EACH WAY (TYP) AUGERCAST CONCRETE < Ld ,JI4 EL.+15.50' NGVD ANCHOR PILE WA ERLINE TILE 0 "0 UJ M BOTTOM OF POOL SLAB S E A PER POOL 8 m r2 CTION MA UFACTURER 0 W r-, it-of, 0) z \- #4 VERTICAL 00 < ,1�-�3 �SCALE: 3/8" 2 00 8" CONCRE-TE POOL WALL w/ #4 0 C-) 0 12" O.C.$ REINFORCING 0 121, O.C., LAP #4 VERTICAL WALL EACH FACE < EACH FACE, EACH WAY, (TYP) REINFORCING 21 of MIN. w/ :2 Ljj LIJ POOL SLAB R INFORCING #4 HORIZONTAL V) 8" CONCRETE POOL WALL w/ #1 MONOLITHIC CONCRETE V) REINFORCING @ 12" O.C., STEPS INSTALLED AT 4" CONCRETE SLAB ON GRADE 0 12" O.C., EACH FACE, EACH WAY, (TYP) TIME OF POOL SHELL W/ SAWCUTS 0 5-0" O.C. 6" CONCRETE POOL'SLAB w/ EACH FACE OILEL.+19.83' NGVD #4 REINFORCING � 12" O.C. WATER LINE EACH WAY. FINISH TO BE EACH WAY tTYPICAL) DETERMINED BY OWNER 00 00 -H -H 2 "C-4 kEL.+19.83' NGVD _/,_�kEL.+19.83' NGVD T TOP OF DECK IF TOP OF DECK 14"0 AUGER CAST CONCRETE 'x -X'. x- � x . ..x PILE w/ 5-#5 x 15'-O"± 12"x12" PRECAST CONCRETE 3' NGVD LONG w/ #3 TIES 0 12" oc kEL.,+18.00' NGVD kEL.+18.8 PILE w/ 4-#5xl5'-O" LONG 8" bNCRETE CANTILEVERED POOL WALL Z �Zymoo AT 24" WIDE WET BAR V\1 EL. VARIES T TOP OF PILE ?' TOP OF PILE 0 T 13'-0" LONG PILE lvv\ w/ #3 TIES @ 12" O.C. 04, EL. VARIES TOP OF PILE TOP OF PILE 10 SECTION SCALE: 3/4" V-0" Z 10 C 14"Oxl 3'-O"± DEEP--,, -H 14"0x13'-0"± DEEP -H PILE SECTION AUGERCAST CONCRETE-"11� SCALE: 0 k-, AUGERCAST CONCRETE 1/2#1 V-009 ANCHOR PILE (TYPICAL ANCHOR PILE (TYPICAL PO 12 LOCATIONS) 12 LOCATIONS) RAWN (00" PILE SECTION MLC SCALE: 1/2" 1 -0" CHECKED TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, DATE EL. +VARIES NGVD EL. +VARIES NGVD THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE 06/25/04 SCALE C14 \,4F BOTTOM OF PILE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, BOTTOM OF PILE FLORIDA ADMINISTRATIVE CODE. AS NOTED JOB NO. L +5.83' NGVD E04-013 3. OLEL.+5.83' NGVD TYPICAL ANCHOR PILE ALTERNATE ANCHOR PILE THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK -9 \-rBOTTOM OF PILE OM OF PILE OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL SHEET STORM EVENT AS REQUIRED BY FAC 62B-33.007(,5)(-rh')0-). ELEVATI ON S r3 ECTION 4 SECTION r5 ELEVATION r6 \�J�3 SCALE: 1/4" V-0" SCALE: 1/4" V-0" pl, �-3 SCALE: 3/8" \,,�3 SCALE: 3/8" V-0" �-3 C14