Loading...
1917 Beach Ave 1 15� so , K7 "ZI 4::p kA NN, kh 00 11c) ff)( LIP tx CDLJ AF It cn En -i Ln C> Lo —q 1—n Lr, 10 > rri > M t= 7: Lr < cn 7- r- p/IV pAnGE I 'GOVER PAGE PAGE 2—SITE,'. PLAN PAGE 3—STEIEL PLAN PAGME 4—MAIIIJ POOL .. ....... .. 1- X ......... rn kk aN� POOLS 0.0 Ls 4 I)RAWN By- CAC D 'M-26,Vr.'()S A 6471L--5265 RMSIONS SHALLOW - bEEP - SHALLOW TYPICAL STEEL LAYOUT FOR SHELL WITH DEPTH UNDER 7ft. 1�4 rz� o TYP.WIDTH AT TOP OF BEAM WATERLINE 8. M WATERLINE TILE TOP BAR STARTS 6" z FROM TOP OF BEAM t.4 m I I —1 9 co .................. TOP(2)HORIZONTAL 04 BARS ON 6"CENTERS #3 REBAR ON 12" 0 POOL CENTERS TYP. ..................... LTYP.BEAM THICKNESS DUAL MAIN DRAINS FOR ANTI-ENTRAPMENT PURPOSES so NOTES: > DRAWIN49 TYMAL FOR ALL 51-IELLS WrTHIN 7ft OF DEPTI-1 > # 3 RESAR TO BE USED TYMAL TNROU6HOUT 4 > EVERY BAR-END TO BE OVERLAPPED 30 BAR DIAMETERS DRAWN BY: CAC (EQUrVALENCE 11.25") DATE: 6 Apr.'05 > SEE A TTACNED PLANS FOR VENT IUNE DETALLS SCALE: N.T.S. DESIGNER: CAC (904)641 -5265 -T-.vAc- '-I A Am&A 7 J- L r r =1 2- CF SU,--j FOR AT Tl-� CU71.-T TO A� M AXMILT-1 AFF—f 2. -r_L,&sy.S—,= . 15 A BACKLI—F j. A=�f MA OWUDI C-or-j,—LfAkr1 UAT44 SEECMON 424-2.6-61 i->A 3. POOL AND--A SUCTICN -044�BE PRC`VIPEP-UXrv4 A COMER-9�-�T ;�OR fRE51-r>---NT1-AL ApPLICATION& CODE ARM.$ 4. ALJ-MA"LX�A1.::-IU`R=-D --trIP-S,54-IVA!—' C-C"---r 0 ur-,14 TNEMWV�X" CO ENrfj;ZAFME- NT AVOiDANCE AD- c L E W--z I -'=44<?U.'-1 04 F;C-A.'FRE L Pip= AN-ALY-151111- YENT -MAX r '.=-Lbo-j Y.a4 TI-E -Ijoek4 SIPE 4r-F-R-E 6Y.SM-3-1 6MALL t4pr4j-EE>CC�6-IX'(64)Fr V= :VRC�' E 3 L C p 4 i j i uT-� L F I V,P.-- ....... zi X 151ZE& .. I LO --izz SEC- LOW VALr=-S C-&1'NaT 0�=- p4Vj-AL1.FJ>CN TI-E INCt-E- 5 a2 wc;v�-,N�5rsr- sj*gw�7. 1 V2 LLJ x SySr=-M 5-4-�15E 4,15-jAJ-LED AND TESIEL,5-. TWIS 54 0 100 LL -1-0�&---144 MIST 1'�g f>�- n A 2 V20 4 13' 56� QTA an F 13F2 145 M i:,l z. 325 �20 T (-5 E ZO Z: k�g ta�'<o or *.c pool, opera '-ggnig a'naIs.--'Ts 16 ba"d ur—n vzlnLafnk�g th= Ior xw -P th-- ffta of ......... -acAt--fthfa 3 0' bA666 on U -A -.-crt I and,f 14=a t lirl_- !qraclkmt.cau*,--d IP9 d� PTPU_C3, th= �on 4k.-al wialn ck-aK-a6 F-0651bict tulth a wtmdn� at thor ice- a* r-to*-m to tho 1.5 A m iplar tocz LU x--* --c'--, M% LLI < LIZ k- :mgD'u 5T. i I!=&-Lz' in choLc or z Tris tha �r-c I 4o r eocx--icr"--6 PPL V-0 lid=11-t r-;t 't- 'a :Z�-' ult?'xxA "ho cx:xc*---e--d Uirfucn apprcyva Li: .. -: I :-:;- U, (D LMA"ORAD4 LLJ 17 3:. POOL Ln. V 0 ,A�VACULVI RELMA�Sy5Tr=M CISNT�s.)- IML HOR NER czi s 'G. N-G CON L-UT111 E DRAWN BY: JWR E cf= ;'z I T"S ME-A-13 JWR CRECKED BY: 46 AN k! I J XU1-.5mRvscE5. [--2 -1 �-o cnR.iN im!ARr,rcvq;4N-r -�j" J" T14=- 144CE'n./-cl LICENSE =�&1-42 4GE L.Tw.M4GrQ=Ct5' Ejx—j'cjZE5 2-25 PA I L CF.-ULICTION AT Tl-� CUTIET TO A� mA>rj."UrI OF 4_-�,p4cmss,4DF="_-f;a=Fay. AFFR� EAIJP'"1111,� f-OOL 4 8-IRA 2. M-US S;y.ST=—. IS,A BACKLU-T4C,--r--qCFVH>=-SUC71CRI VENT DLLAL r,"A N. DRAIN Nk- C_-M=LIAN-J WITW SE4'_—TION 4242,6-6, FLOMDA 6UiLI,>jj FmOM A.%Ar>-c;-; A Suc:�7-j� vqI_=-T4o 5rLAI_L BE pRovt-)ED WIT"A COVER T"4r#- CZWV-LM5 U-90 -fl>- TIAL AMPLICATIO-*_ Cx?t>:-:- FOR RES Mt AlVJ%5 4. ALL t-iAMPACUIRED W a S44LAI_I_ COM-LY UT14 C) ANSIZANNE A1121-�& rr A FiELC>-J5UQ_T SUMP is.1WED.ITS ,q- UXTF4 W-E NIN"11 .... .. =CNrTpjCTjC"&4ALL CZ,�-. ..... EWRAPNEINTI AV40JDANCE S*RALK *4 F&WIRE L 0 VENT pipE ARALYVM�MAXR I 3,. TM� LCX,;rs�Ct4 Tt.0 SL;CTIOtA SIC*E CF TWE r r =hqCtjkATjCR SY,57=01 SMALL NqT E XCE3MC>s4x R-S, f vtNT Pir-E. rt4><W-P_I" 151ZES AVERASE VELOCR CI.CM VALv=--s c.4woT eC- R4&r'AL.LED CN TI-E FE f--FZ SEC, 51= 4 t LO FLOW GPM ve 94CI A 1 V2 a2 L11 L T141S.SysiEn-%LALL 15E *,15TALLED AND TESTEEP MY -ITI 44 x 2. LJC� Samr-TrIlv4s POOL 11/20 F74 0 2 t/2" LL TC4-=i4EW L IDNOC:�.71-m Nm LEW--T#4 r 1 1 20 CPO WWI 2 V2" CL Tf4 Q4'LNF I...-. . pWST35E C4ngEj�r>MWT14 WrF;r=t-ESH 1 1420 c Ina 4- 325 (_5 Z: op_ratk�q krvkgt or *�w pool, %z, .4. the: longthor p"below Ow apakj6lo 16 -:z .,! . - ,mp and th,-_ -:Z;r cr ;;;k oac booed on 0 Gfzdr of*x-1, NonrUir-al and hprCror"LtO Vaczt--IU'kl 3 to_Due to tf-=.h bg dip PUMP and pq:>� the -ent line now ra c at the,41usal irialn dr�ah%*Zo F-OsIlAcm WIth a t%axhm- should b4 locztio4 a* to tho i0c, :zx: LU to L -N-4-9 ............................ Z: -1_—l= CM of arx:1 czcnot In ci per. Thi.,ecm==cr.t to thiz Prcr (L LIJ IN77i; ta L toe.- a=-)4D wIthme. the exoreszod=-[Vtgn Oppr409v4i OT WC—M -shis eloc-AnkW. 9*noL V&Ud%mr-bOl-r- thas- us J-DOon U1. Z U 3-N L KAIR Ds� .. .........- 3:. :e INDOL 0 OAf ErIC VACUUM f ZEELMA�5y-ST9".eS%1;ZS> ER _HOM NG.1 NEJ��-- C.40NSUL IN G- ,g WR DRAWN BY.- xt WO ftA> wams b4comORATEO JWR 'r CF CRECKED BY: As AM iHSTFLrIBI I D i 0 R mw co__4 _T P 4__ -DAU:1-7 11 05 AHC>40�HarYO 154 udwx> -40LW Tf4r -LASCR Ut lca�_ n=_ n/,a P4QVQIXATkm4 OF*JCV%NMR I-SCENSE a-50-PM =,_X—, IRE5 2-25-2.006 PAGE I OF' 1 PLMSIONS SHALLOW - I)EEP - SHALLOW TYPICAL STEEL LAYOUT FOR SHELL WITH DEPTH UNDER 7ft. TYP.WIDTH AT TOP OF BEAM U WATERLINE TOP BAR STARTS 6" WATERLINE--i TILE �u 14 FROM TOP OF BEAM i I I V! i 1 f++ TOP(2)HORIZONTAL BARS ON 6"CENTERS 0 z #3 REBAR ON 12" CENTERS TYP. POOL TYP.BEAM THICKNESS DUAL MAIN DRAINS FOR ANTI-ENTRAPMENT PURPOSES all NOTES: > DRA WrN49 rYMAI FOR ALL SHEUS WrTATN 7ft. OF DEPTH' # 3 REBAR TO BE USED TMCAL, THROU991 OUT > EVERY BAR-END rO BE OVERLAPPED 30 BAR MAMETERS DRAVVN BY: CAC (EQUrVALIENCE 11-25") DATE: 6 Apr.'05 > SEE A T7"ACNED MANS FOR M9VT"NE DETArLS SCALE: N.T.S. DESIGNER:CAC (904)641 -5265 PA 1-COVER PAGE RKOE �2-SITE PLAN PAGE 3-STEEL PLAN J .PAGE 4-MAIN POOL NO 44 MA;S POOLS OEM APE& BO-N�wED O-L-S DRAWN BYt CAC DATE-26 Apr.'05 SCALE: . (9"64.1--5265 M. rr, C) S --1 CD 0-3 lt� 177 = tnj tr, C� M > cn C-- Ell) Lf) �-A C) z NJ > P�, > tr, 't tz tij > Tj > > C" < m m m m Z Ln 0 En > 0 M z z n L4 H.z CT) > Z MU) t" Qa = mzmm > ,ULn ITJ 0 En �--3 V m C) z -t-4 > CD rr C) Z > C tj cn 0 = Z cn X-M > Ln C) > 3 > 0 _3 Ln Lo C) 0 �-3 C) 0 n am . co t-i .0 > > > 1-3 Z 13 ::E tv q 0 �-3 cQ C7 m n 't m > z �-3 0 tz C) cn m > 0 z > L" t7, Z) P-3 m m m C: z Z to M 'ILI > �-3 Ilk z q q z tD M > C-4 z a 1-3 W > 1-3 Z M 0 q z Z " n (-) = 0 t-, t-1 z 0 0 0 M t-n �-a > z a M 3:3- z tz z C? n tTj 0 cn r C) Cf) M= 5 0 .) Oonczzqmm I Cn) C) m = C) -3 C) C) cn 0 - ;r 'XJ 0 PV 13 Cn > In :V C".) > 'Tj , -4 M 0 N.) > m In ct) m �o C) U, Z 0 cn C M �-3 = �o t-4 > cn t-, Z 0 C) �o cn in- t. -3 1 0 q z z m �-3 m ,� 0- C-) cn Z M Z I Ln 1-3 IV 0 n m m 1-3 �U ,j 0 P-3 > -q 0 0 > Lrl E-4 tz cri C) tTj 0 > > r, m M C-1 C) X > Z --i - > Z a m > C: C"_ > z Z In o-3 q m --3 > C) > z m C) Z > Pli L-1 � C) > � 't m M oxj P-3 M pl� > > z < m 0 " m L-i cf) > > C m < In 0 c M z rn J zmmmmzm C L-4 1-3 a m > �-3 �-3 C) T m )� " r) 0 o m 0 M t7l 0 t-4 0 r) pe, V N 0 z m 0 rrl > U) 11 -0 M In c -1 -4 U) 3: Lo) > c a) > m z --I X I,% X 1�% --i m z 0 c n 0 z > > > FILE NO. Rol(- 1.1?9(71106), ovo-aakmisaci SO, -jdv 9:&L'VCI You) 0 ovo xa mmvaa itrno FORMER R��UNE C) g 0 >0 CL41 Z U) 0 o Pr 0. (0) .(oz ED 01 .51 PIC m z Z. rrl 2 LOT 49 Z Z 3: .4 Z rn ;q Z SO 0 - UTH#TSTE, rn :0 0 JV 9903437- .E 189.493 (H z 0 50.00' 01 mc) m >0- c .mol:00 COD CY—)m* 202.50' (R) 0 il 91 =1 C)ac* - >:*Z bi ::Ij'- m S*89*26'18' W 49.5 0 CD>� Q)-< 0 C o F (A> F: -op 11 " ;a CD 0 0 L" z X < En 80 P > 0 rn m 0: co 0 > p 0 (A C) p - M z in 60& ro C5 0( rni ---------- A Z I --- 2H FD Le 0 SOU WESTERLY f C3--El- 15.3! bo c CD 5i: < < Ln X L4 .0 .: - to tN 8 om li z C) co co > .2' 6.5! 00 0 z VI ol 61 ril C4� zz" 0 F5 6 0, 00 rn 0 0 DZ -0 )Co.) Ul f 0 1 .. ,4 2 > N C) 16 s C, P: 37.9' S 8.9*44'03' N E 49.77' 'Q =azcm5jm �i �j I p w- w 10 0 0 JVORMEWSTERZ Nronco MornU)Ma> 3 n 0 E�80-mom 50.00' (R) n a 0 >0 r 8 z -- - - - o c =jz Z'S 21.02' 0 > LOT 15 0 cn;o Z rl Acoozo c 0 13 i > m;o ;u I > -np m, 188.92- (M) I.P. TO I.P. > m I I CD 201.50' (R) z W> > -00 Fno g;o 0 m 0 :n w > m ;o C4 fn-4m b,SO 890,98�?3" Yr -188.82' (Jf) a . 0 n tn (A z LOT 51 05900 p o .—mz :s>A' 0 IDA -0= I- Q) 0> Z-<p I >6 z .4 r, *=:I;D.r- ;;o 0 'i -3 (D 0,z<C)af! Mg I Kzzo so I m o 0 0 zo mo>0 fo .r- rn 40 C: Z o >m r w om -0 - I ro F rn Noz CD-0 U) -<.=I rn m Ct m-T 0 M�2 m rx ZV) rn CA ; —'o Z rnz P* 2M M co R 121 m r- p -0 =:j 0* 0 Z lb 0 Z V) L, SD V) A -n p f4 > ;o 0 P M Z z 0 (A A Q c m C. 0 ot 0 b. o mz >w za _0 A - X 0 C7 Vp > > 0 0 N ta Z 0 Z 0 PIZ 00 a S2;D C M 114 Z Z in Z >> zo a Z' I- !sod-C-, P, e%(D m --i -n ti I *I IN 99ZS I V9 4,06) :aivos xoe sjy 0*-0 ufdg gg 1,Pg.Z-q',6.7.0 I NOLLONnr oo,-SnV I Z :SLVG O.T-L MY aRA OVVd/U wclx :AEl mmvaG NOlIV3Ol 'dinD3-100d @�4—NEMOIS 3AIVA mosa wom U31ym 700d -40 CAG cGRO WaY S9 x0ardwol.314i 3ON301sall MOM wi3a '--<l-V-UO-�0103NN�0!3� N3A;7d� Mf;l IN3A VdS W. 3NI-1 BIVUS zi NIVH(3 NIVW d4ft I i mom W- HIM 331--Z 110XL NOUVO01 IN3Wdinm WOUA 3NII aNil IN3A Hawwl)fs No,,Lt)ns..z i Sd3lS coom > C-D N01133NNOCO) 3 Oj 331 IN3A 01 3NII AINU011d 3NII AINUOUd 2L 3 VJ.Sja 01.SZ'XOtlddV 0 ONVISIC3 01.%'XONddV tij r+ 0 \wnwwvw.� IHVII IVS �r 0 winam 0 llym (3E)Vd SIHI -IIV.L3(3 33SY 0 -13ASl SNIVUCI NIVW a si Yde t Tv, NOIIVAVDX3:10 �GUJ P9Ao.i d d e G q, 0 NOV8 SBIVOIGNI japwo "'cod -0 3NII 03HSVa jj bS vr :tJ3.LNVld wue:j mie lood ol Euipatal smopulf-A PC ;a ;a woop lie uo swiele P9111-A PleH 0 ld bS LOO :v3Nv)43aa T ? m 1:1 ze :U313WINU VdS :suoi do bumollal eq!ilo Z aw asn q sPqe JaLucris'Q 0 Id bS U :V31:IV VdS RMOTQTA%M SPA SIZE: 10,-0" REVISIONS 0 U11 SPA AREA: 79 Sq Ft v�-.,,tcmw elects to use One t the fbilowing op ions: SPA PERIMETER: 32 Ft 1007 Sq Ft Hard wir-ed alarms on all doom DECKAREA: PLANTER: 34 Sq Ft and windows leading to pool area 2. Chilldproof Fence DASHED LINE 3. Focl Cover K 1 4. og­,ar approved meAhod: INDICATES BAC OF EXCAVATION 0 SPA IS D 0 MAIN DRAINS LEVEL 0 (SEE DETAIL 134 THIS PAGE) WALL 4) C) RETURN 0 < M I'MAXIMUM +j m APPROX 25'TO SAL LIGHT 0 , E�I APPROX 16'TO 0 # LINE DISTANCE vo PROPERTY LINE PROPERTY TO VENT TEE v-4 CONNECTION (U WOOD STEPS 2"SUCTION SKIMMER E L LINE FROM VE-ml LIN LOCATION EQUIPMENT 2"TEE WITH 1%"REDUCER DECK LEVFL NTER MAIN DRAIN I I/z"VENT r =4 12 GRATE LINE SPA VENT LINE PAVER Q111, DECK�� CONNECTION DETAIL RESIDENCE PIE APPROX. 65' FROW DESP EWD OF POOL WATER I-WOOD DECK VALVE BLOWER POOL EQUIP. LOCATION DRAWN BY: 1CDM "AAOVER RA7710 DATE: 21 Aug.'06 JUNCTION BOX I MR.57 gal 655ypm a40 hrs SCALE: 1/8"= 1' (904)641 -5265 4,06) C ovo-damaisaa go,-jdv 9:&LVCI FoRmER R/W UNE OYU ala N&Vaa rn 0 OM p m 10 m __4 . . 92 C_ �a . 7- ICA 0 rn (2,l)(P;, ch-41 t4 0 OZ CD 01= 0 0 _nz z $,:5 j rn LOT 49 z Z -4 SOUTHMSTE, r 7 -4 1"2 7- U)l ZM 0 M 0 0 50-190' (R, X ;no r.n (A N 89-3437" .F 18-9-03' 01) r p0 202.50' (R) S-89-26'18- W 49.! a, 0 0 c)M 9 5."-, 0 Z5 co> S; -4 Co 'U> z (A CD 0 >_1 a, TZ §P apt p cop rn p - L" i z '3; (A P. 40 sA=V 0 f V9 0 to 9c, SMOWU T�H M�Ly r C)__ < 350. M Cli a > M CD— p.c" 0 P z 00 > co z t3 6.5' m 00 7. ril N -S co CL Z.Z 0 f 0 Pis 0 A _q 0 C_-, 0 fvf P 3.4! rn 160 k Q Nt 37.8! S 89W'OJ'E 49.77' lU C7 V)ca AMMEASTERZ <;O-O— "'n 3 M Sj coo (:� . ,,g'0 CN -40 z 0 50.00' (R) 0 0— i n- LOT 15 n - 21.02' Z k Q r r z ae a c >2 E 2 0 M Lt) 0 Efil 0 M r;On(A > A rm" 0 w CD (M) LP. TO I.P. -ft m 188.92 0 0 5 C>,0 zz x n T.-< co 201.50' (R) Fn 0 _> 0 rLn,)m-n 2 w '_1 w :n -'8 . S 891?8�?3 F .188.82' Of) 0 tn F2 ft fn 1 0 -01 '90—c r LOT 51 > CD n cn -n;u (A '211 0 0 _mz > C 0> Z-<g 0 =:I;O.rrn o:< cm) rn z 0 . ,0 lzo V$nmp mo r 0 .7-—4 f) 0 1 X Cl 0 0 > >0'0 x 0 rrl - M Fm z <.:=I M I I R 0 0 —'L-)OWJSd BtMfts 0 ;X*xm 22 N, -4 q a%j0W lwjW 6u!pjjnq 40909 a C!r 7. soum" :> CA P� '_" , , - rrl.z Z Apo gtap ainjouBis Aq PQWO�,9q lsnw stuewaj!nbei Bulapued INUOPO-A Pug Als '18001 c Z (n 0 OPEN tm =1 M;D V) pug apoo Buippe ep!jol:j 41!m -n p t8 z 0 alquolldde J0410 118 1 IgAoidde >;. z 0 rn (A -sit aA@P -3) > Z psuoo jou seop Inq 0 qoueijdw0C) pjadp aouenss! 841 jO C: 0 ainll suoileinBei juawdol 8 pu;bl 18001 J3410 pug UO[SiAlpqn,., 15LiuOz O;D J A �LDlojdde SRU -n 0 tA alqeoildde qsz- ;;0 to :�i mm I—, 2 Lj!m ao uetidwoo saW,9' -Fl 3: 00 09 ;0>z cc! ;D. 0 M-n CA U jua,,Lj,2da(i NIU07 D'JP :< * c -- ,I, ""', � z W3r > z 0ax f2 0 1 !nb -i Bul nl,u is q P P U wJS Pd in 7 I 91s w �*r e 01A n!o W7 a Gdde ap P7 !j 8 u 0 Bu!pl j 410 1 P 01 IBA dd 0 e 00 _sp 11 7111d d u n w e ss 84 ! "dol'Ap w -W B.' �U �ou s op uo!� n ,n 'L 0 q uo 1 U 0z IA 1 pqn '0 P ,u w.. d A q. dd �u ""u 'd _d eN 0 m