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1769 Beach Ave (2) • II � M 26'-0" BEND #5 VERTICAL BARS V-4- it-ON 1 12'-0" 12'-0' '-0" MIN INTO POOL SHELL N z O cn r- N TOP OF PILE EL VARIES S z �u O O r i I, a I 16"0 AUGER CAST ANCHOR PILE WITH (7)#5 VERTICALIc AND #3 TIES AT 12" OC II I I I '�;• .e 'I I 1 I I , I I •! I I \_ " " I I 2'-0" WIDE X 1'-4" DEEP i w w 2 0 WIDE X 1 -4 DEEP 16 � AUGER CAST PILE 3 CLR I I I I CONCRETE GRADE BEAM CONCRETE GRADE BEAM I i I REINFORCED WITH (4)#5 BOTTOM I WITH (7)#5 VERTICAL o I REINFORCED WITH (4)#5 BOTTOM i AND #3 TIES AT 12 OC I I AND #3 STIRRUPS AT 6" OC I I AND #3 STIRRUPS AT 6" OC o I I ANCHOR PILE SECTION I I I I i I 6" CONCRETE POOL SLAB r-, TOP OF SLAB WITH #4 AT 12" OC I I TOP OF SLAB I 0j , EL +16.50' NGVD EACH WAY CENTERED EL +14.50' NGVD N I I I 16'0 AUGER CAST ANCHOR I I I I I PILE (TYPICAL 6 LOCATIONS) I BOTTOM OF PILE OL .01 EL +0.00' NGVD 1 I A WALK-IN STEPS I 1 I c I I I SWIMOUT j AUGER CAST ANCHOR PILE I i I 1 I NOT TO SCALE S1.9 I I I I NOTES: 1. LAP SPLICES SHALL NOT BE PERMITTED FOR VERTICAL PILE REINFORCEMENT. MECHANICAL REBAR COUPLERS MAY BE USED PROVIDED THE COUPLER IS CAPABLE OF DEVELOPING 1256 OF THE REBAR CAPACITY TOP OF PAVER 2. GROUT USED FOR AUGERCAST PILES SHALL ACHIEVE A EL +20.50' NGVD COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. CONCRETE PAVERS ON PILES SHALL BE CONSTRUCTED WITH A MORTAR FACTOR COMPACTED SAND OF AT LEAST 1.3 3. AUGER CAST PILE INSTALLATION SHALL BE OBSERVED AND MONITORED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. STRUCTURAL POOL_ PLAN v 4, SCALE: " 1'-0" NOTES* 1. POOL STRUCTURE HAS BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN CONCRETE PAVERS ON ACCORDANCE WITH SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE. COMPACTED SAND 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, DEPTHS AND SLOPES OF POOL STRUCTURE WITH OWNER, ARCHITECT AND POOL TOP OF PAVER OIL DESIGNER PRIOR TO CONSTRUC110N. EL +20.50' NGVD�- 3. SEE POOL DESIGNER/MANUFACTURER DRAWINGS FOR ALL INFORMATION NOT INDICATED ON THE STRUCTURAL POOL PLAN WHICH INCLUDES, BUT IS NOT o LIMITED TO, PLUMBING, PIPING, ELECTRICAL, AND SAFETY REQUIREMENTS. -_= ` 4. REVEGETATE ANY AREAS DAMAGED BEYOND THE NEW SITE WALLS WITH " - = —_ 10 CONCRETE BOND - 100% COVERAGE AT 1'-0" OC EACH DIRECTION ON ALTERNATING BEAM WITH (2)#4 CONT STAGGERED ROWS AROUND PERIMETER 6" CONCRETE POOL SHELL WALL REINFORCED 5. ALL EXCAVATED EXISTING SAND MATERIAL SHALL BE RELOCATED AROUND EXISTING GRADE WITH #4 AT 12" OC816THE PERIMETER OF THE NEW POOL SHELL AND UTILIZED AS BACKFILL EACH WAY CENTEREDcq� MATERIA. AT THE POOL DECK. ALL EXCESS EXCAVATED EXISTING SAND E END (4)#4 SLAB I � MATERIAL SHALL BE PLACED SFjkWARD OF THE NEW RESIDENCE AS REINFORCEMENT TO REQUIRED. END OF GRADE BEAM BEND #5 VERTICAL BARS 1'-4" MIN 6" CONCRETE POOL hC]E 'I�A FdI2 INTO GRADE BFJ1M SHELL SLAB REINFORCED CITY co Omrpl WITH #4 AT 12" OC 0�'ATtMdTfC-� CE EACH WAY CENTERED SEE FERMI I S � : REQUIREME1 ,,gyp Ao)V YO N REVIEWED BY: � OMAN _ G Ta C2OC- A-Ll ���is►a�5 €1� -For` A-r-r e o..,�C c� Lu I i w 60 4 4 2'-0" WIDE X 1'-4" DEEPCONCRl 16"0 AUGER CAST REINFORCED WITH (4�5 BOTTOM p DATE ANCHOR PILE AND #3 STIRRUPS AT 6" OC 1/10/0 ' w 2 I PROJECT ,ti I 1,-6w 0609 DRAWN CHE( PILE BR HEET TITLI TYPICAL STIRRUP PROFILE Po PSN I POOL SHELL WALL SECTION NOT To SCALE s1.9 CTION III NOT TO SCALE S1.9 NOTES: SHEET 1. LAP SPLICE #4 POOL SHELL REINFORCEMENT 2'-6- WHERE REQUIRED. ■ SIEET 9 OF I � I i t 35' BLD HT LIMIT I i � w i I w a o i I ® ❑ FINISHED SECOND FLOOR 33' F.F.L. t ( ELEVATION V NGVD i I TOP OF POOL EEVATION 20.5 NM I i I FMNSIO FIRST FLOOR NDN.POOL WATER 21.5` F.F.L. ELEVA7101i 21.5' NINO ELEVATION 0 CENTER OF POOL. 15.5 NOW s 16.67' MSL CALCULATED AVG. GRADE - - - - 100 CUBIC FEET OF LL GARAGE I=sLAa - - 11.0' GARAGE SLAB I t ELEVATION 11.0' NGVD - i - - - - I M - - ISOIL To BE REMOVED NEW GRASS SOD - _ OR GARAGE FLOOR I p 97 CUBIC FEET I SOIL TO''HE REMOVED EXISTING GRASS SOD t SOIL TO BE REMOVED FOR POOL NATIVE SPECIES TO BES t FOR ELEVATOR SHAFT I R BE REPLACED WITH VEGN07E PLANTING TO E TATION ATION TO EXISTING `' �S m M ©kYA710N 0# NGVD � NATIVE SPECIES � �1 � cd ID N f ► VJ 0 ch POOL & POOL DECK ALL PILINGS EXTENDED PAST —10.0" NGVD OR DEEPER SEE STRUCTURAL DRAWINGS TO BE SUPPORTED �.•� rO BY ANCHOR PILUNG S SEE STRUCTURAL DWG �V FOR DETAILS . ai U 20.0' 1.2' 67.9' ` + 86.9' _ (� 94.9' 00 121.5' j © a SITE SECTION a w N I'Y1 Q SCALE: 111 = 101.011 a M oa � cS a 0 a 4 k r _a 112 140" lw ;. . `1�OPIPE L 4144. o. - +l14 1$5 806.07 , i � � O NORTHING � , � �2 t1 EASIING 374.+F75.05 ( o ; C\2 . W SET 1/2" IRON BRICK LANDING ' ( SLOPE WAILL EVENLY EXISTING WOOD FENCE. " 8 F; TAINING WALL 5 SETBACK LINE �O 0 o HEIGHT VERIES N89e5615 E 203.93 HT. S SHOWN PIPE LB 3672 ' d N89s56'15"E ;50.09' cc o ON CONC SLAB -\ 3 U G1 'Y 3244' IRV- PLANTING U7 �i �{ 'O 5' WOOD FENCE --1L Q Al T 7Z SLOPE TO �" - - - 'A- ._ t _._ - _... _ - - - _. _. _. - - _.. - - — — — — - - - � - 0 �+ DRIVEWAY . `, _ - - T Pl ANTING - - _ fl i U 20' r; EXTE D EXISTING FENCE U �q ai DRIVEWAY 5qVj� I ,a. 1 !J'O CONC PAVERS , GRASS / S DEXISTING VEGETATION ON SAND ' O sCV ftS \2� i i PROPOSED y T 3 .� BENCHMARK _ p O TWO-STORY z I v a ( o f RESIDENCE ILu Ln 1 f N NAIL and DISC ( ( - 8" RET NTNG WALLCL LO U w a 9 S SIDE 15"OAK C FLUSH / POOL DECK ►`) ELEVATION-12.90 ( ( l 0 4' DUNE WALKOVER O 0 DESIGN BY OTHERS M o z 21.5 '[ST FLOOR ELEVATION w PLANING ( ( (n -- -------------- -- --- --- 20#-201 i a PLANTING PLANTT G ,r b ,,>: v ' :x ;1 I - - - w �-EXISTING OOD BULK D , PLANTING - -- PLANTING GENERATOR r p �- 10' SE LIN Q Thursday,August 3,2006 PLANTING ( �,� EQUIP. 5% WOOD FENCEL302.91' � 589e56'15"w 50.09' va' ( WOOD FENCE-HEIGHT VARIES S89 56'1a"W 204.85' SET 1/2" IRON " 6' WOOD FENCE A ALL DR TO ARBOR: 12'X6'W W/ 8" PIPE LB 3672 BRICK LANDING 12 X 12 DRAT BOX TYP. ( � 8 RETAINING WALL ON CONC SLAB (TAKE INAGE COLUMNS. DESIGN BY EXISTING WOOD FENCE FOUND 1-1/4" IRON SLOPE WALL EVENLY) TIME WEST) ` OTHERS FOUND 1/2" IRON z m PIPE, NO CAP f { PIPE LS 4144 � � �"" NORTHING = 2,185,756.10 ( }- EASTING 374,478.10 W ( EXISTING 4' WOOD wAL.K SITE Q t COASTAL CONSTRU(,TIQN I CONTROL LINE L O T 3 4 x ( PLAN u- � SITE PLAN w > cilo SCALE: 1" = 101.011 0 , ti C� Q E O w O p N Q�,�fl�`ry� � w � i0 `° 5 Q i0 20 (� d � 4 'tp& to 1 1 g' _s 1 O �c is 'v u N �e.5` SCALE: 1" = 10' Q, LL_ NOTE: E GEO RMA,L j < Lli TWO CFRAMERY 1. HVAC SYSTEM SHALL Q V RESIDENCE TYPE WITH NO EKTERI(J. COMPRE SORS. A061 LijNo. 1765 Q W I ( I i � I8 z 35' BLD HT LIMIT ( l U w I w O i I I ® ❑ ( I l FINISHED SECOND FLOOR 33' F.F.L. I l ElEVADON �3' NGYU — I I I r I W OF POOL { l ELEVATION 20.5 NGw FINISHED FIRST FLOOR { MIN.POOL.WATER l ELEVATION 21.5' NGw 21.5' F.F.L. ELEVATION 6 CENTER OF POOL R 1i5 NN 16.67' MSL CALCULATED AVG. GRADE — 100 CUBIC FEET OF F li' I GARAGE Fl DOR SLAB MNEW 11.E GARAGE SLAB ELEVAl10N f1.O' NGwkn OIL TO BE REMOVED GRASS SOD 4. OR GARAGE Fl COR 1O 97 CUBIC FEET l SAIL Til BE REMOVED 7DUSTING GRAss� �0 I l SOIL TO BE REMOVED FOR POOL " NATIVE SPECIES TO BE N FOR ELEVATOR SHAFT NOTE. PLANTING TO l ADDED TO EXISTING 00 0.0' — — — — QEVATlDN 00' NGVD � NATI�SPECIES VEGETATION M BE M , — "-'-�'-- — POOL & POOL DECK � � ALL PILINGS EXTENDED PAST -14.0' NGVD OR DEEPER SEE STRUCTURAL DRAWINGS TO BE SUPPORTED �•.i BY ANCHOR PILLING �l i7 FOREDETAILSCTURAL DWG V, on '� 20.0' 1.2' 67.9' V &0 ,{ � �+ 86.9' 00 T� 94.9' � � allo 121.5 a, SITE SECTIONa N SCALE: V = 10'_0►' ell - 0 0 0 N LLJ ( Q , - A . o� ca _ � L 4s'r w Fa° ,/2 IROWX'u`'•' 4� . of FUINJD.. IRON LS 4144 PIPE LS 4144 Q. v q NORTHING = 2,185,806.07Cb- z �W$ EASTING - 374,475.05 I o I � CL SLOPE WAIN EVENLY EXISTING WOOD FENCE. *1 SET 1/2" IRON J 8 ETAINING WALL 5 SETBACK LINE BRC AIDING O BRICK „ 4 HEIGHT RIES ' , E VE RIES o N89e5615 E 203.93 HT. AS SHOWN �+-+ N89ra561 0.09 PIP E LB 367 2 � 5 E 5 C'� ON CONC LAB S ---af 3 b _.'_'t sK+NPDLROIWP 32.44'- U ;y > G 5' WOOD FENCE PLANTING U7 s TOATM "j' _ — _PLAAY — — -- — — -- _ — _ , .,. _ — — — — — — — _ — _ 'ti 0 4_. — _ .� — — � E"48Q -- EXTE D EXISTING FENCEw 50.0, rRIVEWAY ,�� 15 ;NC PAVERS I l GRASS / S D Z Q ON SAND EXISTING VEGETATION BENCHMARK ( l PROPOSED L i 3 N c 4 I I Q� a TWO—STORY a Z 0 d RESIDENCE x 41 • 04Q 4 C3� I o I F � LU z N NAIL and DISC I I $" RET NTNG WALL U w M S SIDE 15"OAK ( ( FLUSH / POOL DECK -� 4 DUNE WALKOVER M ELEVATION-12.90 n ' o I r 3 DESIGN BY OTHERS Z 21.5 IST FLOOR EL.EVA11ON w PL4NNTING l I .ua O V) a PLANTING PLANT! G e0' �: <Y. Q x �-EXISTING OOD BULK D M _ — — ... .... ... N -uP ANTINUaT W Al �`lit PLANTING GENERATOR '\ r 10' SE LIN �-~ EQUIP. Thursda A u t 3 2006 5% WOOD FENCE Q PLANTING N( _N _ I � 32.91' ,..---^'- /'��_ _ CE y, gus ' CL va ------�C---=�C----" "'�` -_ S8S1�56 ' "W 204.85' S89a56'15"W 50.09' 7dv WOOD FENCE-HEIGHT VARIES SET 1/2 IRON }- I BRICK LANDING 6' WOOD FENCE 12 X 12 DRA N BOX lYP. " l PIPE LB 3672 ARBOR. 12 X6 W W/ 8 �., m 8 RETAINING WALL ON CONC SLAB (TAKE ALL DIRAINAGE TO COLUMNS. DESIGN BY EXISTING WOOD FENCE I FOUND 1/2" IRON ,% ._. PIPE, NO G�4+ IRON I (SLOPE WALL EVENLY) THE WEST) OTHERS I PIPE LS 4144 }- NORTHING = 2,185,756.10 Q Q E:ASTING - 374,478.10 I SITE I EXISTING 4' WOOD WALK SITE COASTAL CONSTRUCTION W I Q i CONTROL LINE L 0 T 3 4 X I - -- PLAN Li l w �I SITE PLAN Li I � � C.) tors .t N . _ 1 11 0 W �- = 10 SCALE: 1 --- 10-0 { N z Q��Q ��� c� 0 c) Q i I © ° �� T41 1a 0 10 20 O D l� � R'S I J l ' cv D_ 0 J c t u d l 7e.5 SCALE, 1" 10' L,' 0 —� NOTE: I W l TWO STORY LL_ `may, 0 I FRAME 1. HVAC SYSTEM SHALL BE GEO RMAL A001 RESIDENCE TYPE WITH NO EXTERIOR COMPRE SOBS. Lij - - No. 1765 Y U { w I t 1 FOOL SHAPE C_'r�.,'AA_ �. 2 SIZE - 3 DEPTHS 3-o " —(o-a" 4 CAPACITY �O �r� 4` Sr'a.A 'rC oC4 5 STEPS t 3) BENCH ES S 7> C2{ 61 SWIMOUT OZ:_ 7 FECESSED STEPS W/GRABRAILS ! \ �-vt r Si e}Z€w,<.- 3`(\-�-N CL�'r�•L R ;.." 8 FANDRAIL S 9 G RABRAIL S c�4yE� E 10 LIGHT _ s 11 TILE 12 CONCRETE DECKING SQ FT. G'�'11 t tIn I 2 G`t' 13 PAVER DECKING 7REM&o( STDr SQ FT. <j>Sz,f es" 14 PUMP ?11+10 ( 7�2,c;7C+� H.P. 2 ( , 15 FILTER r"97 �2o5 GE p 8, l 15 CHLORINATOR 17 SKIMMERS (2) 18 MAIN DRAINS 19 RETURN INLETS X14) M�kF\ s'rCi'-S Sr• I6• �r 20 CARETAKER FLOOR SYSTEM - DC� a ' 21 AUTOMATIC CLEANER lea`-�''�`.5 3 E+a , 22 RAISED DECK SQA �2 " 23 VnFATER FEATURE(S) 24 SLIDE Srn^t6 PA-V 11S 1066 g 25 HEATER SE-'C' S?0' SA 8n5E 26 GAS HOOK-UP 27 DECO-DRAIN t e S 28 CLEANING EQUIPMENT / C 29 LI=AF SKIMMER WALL BRUSH TI.ST KIT HOSE � -..._..n.._...,__.._,�.>.���, �....:.�_.,,.......w_._,..a.._,....._n........-- s POLE START-UP CHEMICALS VACUUM ' �N.OrE- \M�b;c3tt I ?!iE 4 30 SPA INFORMATION CONCRETE x \MR1t* M? f 6 SIZE � )« ` DEPTH JETS S BOOSTER PUMP i I HEATER 4oasaa' aTv. COVER 50 ut I a' L13 HT HT ) ) rao u+ANr! SPILLOVER a r1 i rox4! < > 5�A ss' D {J-��lDOs< OTHER.- I 31 ADDITIONAL SPECIFICATIONS: ---�- - - `--"—'- i Toa Gr✓�:+c� c( So S� �"� Ot � TRG � �; srvht� PI�YE�z, pec �Jr I Mt<.4SI o'iS MA'--/ ACCESS ,] LETTER OF PERMISSION ELEVATIONS TREE REMOVAL 14 /f..i DIRT REMOVAL CEMENT REMOVAL Scale 1/8°=1' ELECTRICAL HOOK-UP 1 A WIMMING POOL FOR THE BATTS COMPANY POOL SPECIFICATIONS ; t ` �z General&Swimming Pool Contractors A ! 'i t•Jacksonville Beach FL 32250 1602 N.3rd Street , DESIGNED BY "' Zo ce-.c.. .tpeLlu (904)246-2455 L7L�7 �-/-� Irl DATE 1 fl ��F/_t" ° £� FAX (904) 249-0457 HOME 1a62 -/ 1 r hr ,t 5�5-387 COfY1pG1'1�/ OFFICE CPC o3�oas i I � REVISIONS ? APPROXIMATE 1 WOODEN POOL AREA: 312 Sq. Ft. . BULKHEAD I APPROXIMATE APPROXIMATE I 1 PROPERTY LINE PROPERTY LINE POOL PERIMETER: 76 Ft. j j APPROXIMATEI 4—APPROXIMATE DECK AREA: 765 Sq. Ft. 1 5'B.R.L. 10 S.R.L, 1 I I COVERED BRICK I j PORCH: +468 Sq. Ft. j C j LANDSCAPING BY OTHERS CONCEPT SUBJECT TO CHANGE O PENDING CERTIFIED STAMPED SURVEY FOR ACCURACY. • 'I O �. } s. . w tj NOTICE: 114 j t j ti 5 THIS CONCEPT IS THE PROPERTY OF �+ ¢ :. . . . . : k1i ! .� �I . . 1�K!!H G:: . . . . . . .:: •�', rI . POOLS BY JO N RKSON INC. 600 STJON'S BLVFF RD N u�w w a� i :W1►# i; ::::.c;.:...;:; x'' = JACKSONVILLE. FLORIDA Calf)rn REPRODUCTION OR CONSTRUCTION 0 O FROM THIS CONCEPT IS PROHIBITED A •' ` I UNLESS AUTHORIZED BY POOLS BY (4)RISERS, T �SANDSET c (3)TREADS JOHN CLARKSON PAVER o rn ----------------- RETAINING 9 ft.3 in. i 26 ft 0 in. 5 ft.0 in. - WALL DEEP'/ DEEP A New Residence Pool For The Coughlin Family SWIMOUT 1769 BEACH AVENUE ., WALK-IN ATLANTIC BEACH, FLORIDA STEPS - - ----------------------------- ------------------------ SUN SHELF U PERGOLA BY 11 •• PAVER C �--DECK-O-DRAIN s TO $ o COPING OTHERS DEEP � m � MET =' ? '` iii€ . . . . . . . . . . . . . . . . ::: --- ------------------------- LJ - - - - ----------------------- - - LJ LJ FLUM i Plan is con in 9ent u on receipt 0. 7 i 1of certified foundation on surve Y- PLANTER and is subject to all �- I 1 neigborhood I local codes. 1 COVERED BRICK1 I PORCH �Ilk of JOB NO.# �--FOCAL PORNT DRAWN BY: DLR OWNER APPROVAL: DATE:OCT. 12,'06 j DATE- aim E SCALE: 1/8"- 1'-0" � WALKWAY RESIDENC SALESMAN APPROVAL: SALESMAN:JOEL H. POOL COMPANY OFFICER: OFFICE: EQUIP. 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Rick,Gary Grille called e Y Y inspect Rick Contractor Name. �� 9'1--- Rc Shirley e LGraham Permit #: — `k 3 Building Department From: Brooks, Nancy Sent:Tuesday,Agri!28, 2009 8:32 AM Atlantic Beach,FL � Property Address:To: Carper, Rick Sub, RE: 1769 BEACH AVE Legal Description: Good morning Rick. I spoke to Gary this morning and he stated that he called you yesterday for the final inspection of Improvements to the above-described property have been completed in the above address. If everything is o.k., I'll issue his co. accordance with the terms of the permit and are certified to be ready for occupancy as: P y Thanks, NancySingle-Family i� Residence Commercial ❑ e a1 oV) a� �� _�a 3 n From: Carper, Rick 3 g� 0 Other: Sent: Monday,April 27, 2009 7:50 AM To:Boyd, Nancy Lowest Floor Elevation: . Nodine Phil Required As Built FFE Subject: RE. 1769 BEACH AVE The following must be completed before issuing Certificate of Occupancy: Nancy, parking lots have been stabilized; only thing remaining for PW sign off of CO is to remove Port-a-john. Department Date Notified Date Approved Approved By Rick I� Fire Dept. From: Boyd, Nancy Public Works ir'' z Sent: Friday,April 24, 2009 1:20 PM 1 4 7-Sl � �� f rra�.c L To: Carper, Rick Public Utilities Subject FW: 1769 BEACH AVE a1 a Building aq 5 0 1 s Rick, has there been a final inspection by PW for Grider at 1769 Beach Ave today? He hasn't called me yet for the CO. Planning yl� S o - Nancy g Tree Mitigation ! D zo b 5 Satisfied ift From: Graham Shirley Sent:Thursday,April 23, 2009 1:34 PM �l #- -C C9 Survey with �Yes NoTo. Carper,Rick �d Cc: Griffin, Michael; W, Nancy V 1769 BEACH AVE All Re-Inspect Fees Paid Yes No Subject Termite Treatment ✓ Yes No Rick,Ga Grider called he will be read for you to ins this address tomorrow he can be reached at 463 4606. Gary Y Y � 1 1 F rr/ UJt7 a♦ o O fL Ili! . s = C4 a V) 19 a €� n co d r _ a f � Zu _- -______ - _ _ __ � o _ __ ____ __ _ __ 3 a - — M Gy a e gal __- --- - - - - t- a — — OIL 1 Oji --- _ XV 3 - ---- nn ou oz VHS �,� roll � - - --- a : P st i �- z 2 O I JZz F- --- - - - - O- -- a no F � - - O tu plug, o _ �, 3 IL --- - ado°fit ..� Lu Moll Oat- j - u of 5 _ 0 fl 0. 3 u • ��� lC � � —• O O fl +s 013 x ILO co i