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454 Inland Way002 FSLYA D g.s.1w Qgfj,� SWIM M --Fuu"-?�ENCEOSUR 110m, . .............. .... e-- NNI, g g. M4 7:-, J. 4 . __ 1! e `I�ri-SIDES. 0 FASTENIh� E B 61 4, _=x;Z. 7 NIL 4- vs. 10:SIAS.; 77-7.. 0 0 0 SM ........... 2 6'-bm 0 x C i8 ca,#10, ljg- 2x� ---------------- 44) 110 sus 20' 61 2X8 Sms 112-SUS- _20- 6- X 2 1 v 2 37 T 6* PI bcAm-CA04=C 10 sws 2 CCNI CK-II,-� np. s,,s at s,,-, f0u I LicoI sLOPc rOCT14C 2x9 SMB 12 112 SUS 20' 6* DETAIL T*w. '.1 10 3: 4 A 4x.125' FLAT BAR UA Y BE U-;EO -T- SSE T PLATES CALLED INSIEAD OF CU our YdTH AN 1,0PROMATE LENGTH TO ACCOU00,47E TPE REWIRED SCRII i:.Lo�c No rcor"c KoIIItco 0 101:1 V.9 r t I'_ C z. S 8 AA C-14 T. C-"K.r-4cc-CIT <_c o­<st wtrsl SC (I T,< roze'vir Or C C;.c X�_v mn U-ITC-ac To rcg-cs,,,�LL % En*TO ELU_Es 01 A.I zk;_r�vv_,.t D-E L:�Fa 0-(A,�,,Y wAj_, I-,Or C--X,=-,ty FASTER! rz HOII Ll<C-I TO 5 DUE TO'Av4Z)`OAZ'. T11--SE`CAZLE­s7sP-tj-L CII`kC�-�y II CKACOOLL.L S KE:4Z, FROI E,,I GOI rEk-_-:Iq LOI CI To MV�LOI TI,4--VA��&S rM CA4LF F,�8,�_AT LEAST I A Fov� uT L A-STE�---o T13 T�._ &A W. sTpLcw--,K <3.o-,r,,A F n�cA-ux&-I t-c r V_ "i T).�vc Oa Z.,L Z. �� ik oe >tA 1L -E <<>Q, Er7j<)kWA F.AC 0 T _% S e p_ 3:1 -3 CCA�,q PLAJ�S DESIGNED FOR: SCC 051711 C___u`T_F_E=19 T(D FASCfA E>F_TAILs MAXIMUM ROOF BEAM SPANS It DECPAAL FEET N SCREEN ROOF/SCREEN WALLS EXAMPLE: WIND 110 MPH DEFLEcnON L160 POOL ENCLOSURE <-��_> 2 10 . .r =.C%ls . C,ct� POST/ COLUMN TO CONCRETE DETAILS 'ALUMINUM*.-- 8 'WALL 5 ROOF 1 7' .075 �-.V X��f C%P 0 CI, SC�(D OF FL.ORIDA' INC SEAJA SPA WI 1,1 IKI I (L, I !A) (N) I I. .. 2x4 2.4 2114 2x6 2x7 2xs 2xg 10 3�d USED PIS SIAS SIAS SM8 sms sys SIAS C, I.., C,.1- 139.97 Beach BNd. Jasksorryille,*FL 32224 13.42 (904) 992-2001 Fa)c (9041)992-2020 I 9.0a I 1g.25 179�25 1 . 5 19.2s t9.25 ig.25 19.25 17. 08 17.58 17.75 7 17 7 17.-,S 17.75 17.75 17.75 t1:7 C."111- (REr.IIICAM To 16.Oa 16.58 16.75 i CS8 I C III is 16.75 16.7s 16.75 16.75 15.75 To'ny Blarxco* m;chael Brok2%, Is.75 15.75 15.75 15.75 15.75 14.531 1492 15.06 15.08 15.06 15.08 '5.08 15.06 15.08 pager(9041) 889-4365 p 1, 14,42 11.41 _11,Q 14.42 14.42 14,42 .,z cw;3 Ajt. C.cp% 0 -f C C 14,N flo s"Is 2 110 S11% C-3, SZ,. 61 21.7S 23�42 23.42 3.42 23.42 23.42 �1.71 21.111 (j) 26_08 20.2S 20.Oa 21.58 1 ...... r 0 0 1. 2 1.58 so 2 2 2.4 - 1.53 1.58 6"0. 1 18.42 18.75 18.92 18.92 20.25 20.2S 0.25 20.25 2 .25 sms 17.42 17.92 17.92 17.92 _79-05 19.08 9.08 19.0 19.08 8* 15.75 17.08 17.06 17.08 1 Fis is- -T (so: 5,,Kv,.kC) _97:Y1 8.03 16.42 16.42 4 4._T 28.Oa 28.S$ 28.7s 28.53 31.9 BEAM TO COLUMN CONNECTIONS 6.58 1 26.58 1 27.5s 26.03 26.42 1 29.92 31.92 3 51-01 29.25 PURI-IN TO COLUMN CONNECTIONS ZX6 61.0. 24-5 24.92 f 24.92 1 24.92 1 2S.02 17.1 I'll I 23.21 23.53-1 92 25.92 1 25.92 1 23.11T .18 2�k., , C.-v,1, Ac�., J-:�b NAY, W f 2 22-58 1 7Z.58 1- 73.42 1 24.58 1 24.sa 24-S3 1 24.58 1 -T 2t.42 21.55T 21.-75-t_2j.7S 1 22.42 23.58 11 4*,0* 3%-Za 32.03 32.045 32.08 33-05 .9 JOB ADDRESS: 29.42 29.56 29.7S 29.75 30.58 32.25 33.03 1 33.08 1 33.08 30 92 30.92 27.5s 27.92 27.92 27.92 28.75 30.08 1__30.92 1 2615 26042 26.53 26.58 27.25 28.42 1 'S Lj 29.25 29.25 CONTRACT __.LS.06 25*25 2S.42 26.08 25.42 23.92 24.25 24.2S 24.2S 38.SII 311.58 39 .42 �.92 11.7 42 35.7s 22 11.; 35,42 36. SIDC roct(g> FA� IN 2xs 33.42 33.58 3S. (Lo 7 . tr.c 4 via sms CAC 1 0 58 1 37.75 1 33 DI SCHEDULE 34! 1 - TE'Eq SII 31*75 31.92 R, 31.92 3 ALL OTHCRS CC j 3 ^sTcKct sc 30.25 --30.S8 3osa 30,58 r.^sTcKq sc v ASTCkQtS JtCot.Aco ICLOV 1I $Arc 2xs �()s r 4 110 sus CA(>4 S*c- .7. 43.04 44.42 45.08 47.42 48.42 0 3 Ps 4', .42.25 42.25 u ji .4 ... -*-f- ACH s*C- 42.2S .130 SLIS C 4 J, S % (N) SI 36.92 .19.92 41 4 43313 44.58 08 39.2S 39.08 39. 36.42 39.08 40.75 41 2xg 4 Ito sus CACK 90C 36$8 36*92 3615 36.75 2 r-T 34.92 sms 34.92 34.92 34.92 3538 3a 35.92 3GS8 39.25 314 10 Ila sus CACH SIX;* 42 8,-w 33.2s 33.42 2 33A2 33*42 33.22 34975 35.2S 36.75 37.42 4 11-92, 32.061 32.061 32.Oa 32.55 33.42 3392 35.08 35.75 1C z "111. 4:Q 0 2'i 7 Swil 12 110 SuS CACH JUAt,-;S.T RES."YAS1 INTE -wt .4 RUCTU RPOUTION BETWEEN VALUES IS PERMISSIBLE A L UY11 ENGMERM; 2 4 Swil !-.2*.IZ PC PJS SIX ;us 14'Ila sus CACK S*C- 4 13- L .....]DETAILI,"(D GENERAL SPECIFICAMks POOLS BY JOB No. SKAPE Ao (cyagw &ZE Cu%l ID RRA IS AS X DEPTH To PER. TEMP NO. P=CAPAciry FILTER SQ FT. 6-C�o pUMp H.p. IE TILE BRr-K .7GEN7EM7 n7A x DECKING SQ FT.. FOOTERS D.0 UGHT lb b WATTS (N.T.S.) Sw LADDER HANDML 040 SKOAMER RWN D"N 149 RETURN UW-S:.Qry. TYPE: ELECTMAL HOOKUP %If's 84 Uf"RWATER VACUlJM W/HOSE 12'10 MWIPAWY SET BACKS: SIDE 4'6 REM 62 14-3 HOUSE 7 0 NOTES: 78 13, 9*2 RA i se b, PAR-l" ks� ZA"FAL�- fro 1.0 610 'SL46 T,>%-q '4 F-Lo &oz 'CL3 -T DES*f*R DATE /I q 9_ SWIMMING POOL Kk 3--ara Aw.) S� �e Addm=: 45LA T&a AING CltV "IAV�64 Phom Z'41- 737Z- LEG&DESMPTION wx Sue n=A*:) BOOK SCALE i/8'=A'lr PAGE LOCATIONAfi&16�' GEMPLAL 46 XC 4211 t I 110OW WA wulls Oball be rn do or pne JW4" Contrete ld't* At *omPX*8vj'" 'Ke 4P.- strenCU of 300OLPSI in 28 I.Y P-a &Y'01, 2. All r*txfoxeim atipal skel-I be Q a lxtoramdlate -of kw-d KM4* &O_ (.4 for"d bar" of now bill t-steel *OnfOminj to A.S.T-X.A. -1 NI'AU be ben't. lapped and plae*4 In miteeartanes witk ACT stda A (A 4 D I For pool PlAn. air* Of slabs.,". "POWI&I Aetatils. note, PI-elt..3w ro- far to wh*mtj 2- 4�Da ALI pool piping ahmll beAr fte D C, D 0 MF seal. Win sump skall key* a r"a mv a P Yl rour timms tk* xxva of auction J/ < P-4-A-R. 6& BaekwRak Or 6105723 sksill, be IN amsordame Witk OlLshk 011111I.Misipall- z USS *0" requirements. J Pply ant t:ja�p 084a A&aU 'b-, 'n In WaLte r wu 040 tk&-. -tkera in ]W Oroa&. E I: "NmONtIOA witk R dOm's-tie watar I cot- CirL IvAeat supply -or dUnpocal syntax. J) W j d, 0.F 36 A Pontixz of C POO-1 water vitkim lat 11-ae. D r/ Ift scfe -40 ^i! op ;n Ale Iz Baw- 7 + + 40MU WKXISTW ORnM CMTrANOOGA.Tm 3741S FIBERMESH 4M Sa2Z_rM3 + + 7, 01. tV rCTJW4f-AA Alf 4 RIBEMAIEShMM FMMjtmWMo a 0 D %D EDTOTm -,,*CDMRETF-CN 7M jos IN AccoFepM(�t VMM Ij KI CILP hW&FAC�� InTMOCIMS AND Nei-264 + FIMMUESW an NEPW4 FOR 01 aomat b th'#O-3-4 40 ISHEDBY IA�owmat rt - D G 5ry m q t= -SACTrit L4KXCeRnREDSY'. C-I-.-__'z:- - W*Al& Id.P. 0 Ell E A PP-C6--�r -4ZAW �21�BIIRMESH V. A"OL 1'ref(yr, jFOWv.*j Alf O"XI, %9..f 4 W4OWIJtrI-_ffa> PAW.1 T, AC i�- r&�N 6'k W01 ALCXLLO'Y 6063 TS OR T6 L ;Z ALLOY SP kit SIZE / AN SPA ROOFSEAMS C;LY812-16� T6 ;2 X-51 FRONTPOST T6 END POST X 73 1Z e T6 ------ PURLINS T6 Vz 314 & EAVE BEA,'.',S 2X3 0.050 TG K TOPBEAMS 2X3 0.050 T6 PURLINS 2X2 0.044 T6 V. CHAIR RAILS 2X2 0.044 T6 BASE PLATE I X 2 T6 '�K N V SCC 051711 2-5 -7 ALUMINUM OF CENTRAL FLORIDA, INC. The Name Everyone Prefers yly 855-14 St Johns Bluff Rd. C-10 Jacksonville, Fl 32225 - (9N) 998-1938 Fax: (904) 998-1937 Tony Blanco Michael Brokaw p acer (904 889-4365 pager (904) 889-4178 t0VED A,PiP F CM of ATLANTIC BECH BUIL.IDiNG OFFICE mov 1998 JOB NAME: JOB ADDRESS: CONTRACTOR: .4 V6 Y,//- ALUMINUM --"' MAP SHOWING BOUNDARY SURVEY OF 1- eo BLOCK -,.066M[AAL 09k AS RECORDED IN PLAT BOOK LOT PAGE(S) ACCORDING TO THE MAP RECORDED IN THE CURRENT FUBLIC RECORDS OF '_L)UVAL COUNTY. FLORIDA. CERTIFIED TO: (D AM71ug;­ 07' 111W99 SURVEYC:) Rs , ANC . &=TA-L�QOLZ'46 1 1326 Romney Street kcksonville, Florida 32211 07" (904) 745-1008 FAX (904) 74576040 sg�.-4 f I HEREBY CERTIFY HAT THIS woo olZ4,- N Ito lk'04 M-40 , f-� . 0_c�.! 14'! SURVE-f;:ERFICRUED UNDER W-P_-_SPCXS,3LE OIRECIPON. LAND MEETS ThE A&PAV&W ,-CHNICA_' S-ANDARCS FV? SW?v___s IN ACCORCANCC W!N C�-fAP7ER -47 FLORIDA AZAJ"STRA,70N CCOC(PURSUA, 0 SECTION 4 �-�; .1* ;�.-j I r_0, rz 47ZO27 P-CRIDA STAPJTES). AND FZLEM-S? CERMY. tz THAT 7?,E,'_r ARE NO WSISLE ENCR0ACW_rN7S UPOY r,.Z SUMECT Px"UPERTY EICER7 AS S401$1,1 ON TPOS S_*lRV_r-Y. 10* to' 3�k VZ/ its:- 0�1 . 12. THURMAN P. KWO DA PROFEE-5510NAL LAND SVRVEYOT�f 4424 REPROCUC77CNS Or THIS MAP APE Nor vAua uNLrss scAL-w WITH AN G. EUBOSSED SURVEYOR'S SEAL 15 -c- 414 NA- FLOOD ZONE Fpc)"If E' A A S SES T A S THE FLOOD WSURANCE AIAP, COMMUNI Ito.( PALNEL NO. !Uel DA TED 7: f 7V FIELD 60-OK '0. 41 _PA *6-9 -to SCALE: Ito lo4a tA lq#46? -N M`91Vl"0 1KOV) 9"401"" f(P 1) DRA WN _R Y.- av 1 -A rW viollilu U119049MO ftWv) 0f MAW V bugoyoo RJEWSION P.R.M. - OENoTEs PzxwcNANr Rsrnwvcc Ao#ONUWrNr P.ap. - ccNOTES PERMANTr CON77VCL Powr aR-L DENOTES.BUILDINC RESTVC77ON LINE P.C. DENOTrS POWT Or L�JRVV (rYP) DENOTES TrMCAL P.= - DENOTES PO*VT Or COMPOUND CuRvr P.aC - D&IOTES Fctvr cf*cc>jA4DvccAoa­Nr P.as. - wovorrs Pormr-or ar-amwic P.P-a - ormorrs Pawr or A--vo?sc cunw- (c) - cENdTrs ccpjpur.-o D-INOTES PLAT (D) - DENOTEg OEM (R) - DENOTES RADIAL DENOTES POWER POLE P.7. - ocmo Trs Pow r or rANc-,Ncr 0_ DEN07ES CONCRETE A4ONLWENr FOUND (IZ5) _ 77C To TL DENOTES OM?HEAD ELECTRIC W.-?-- -T-r- - DiNOT-S Ov%R mrAD M_g)pHcNc uNr 0- DENOTES 112-IRCN PAPE rOVjVD 0 - DfNq7_lS 112'#?CW PA=C SET 1 4424 PA - PCYNT AYTE-R-SEC"ari t."c rv4cr (Ai) Dbiorrs ucAsuRrwur ra, - DrNOTES WCE OF PAVMENT CONC - DENOTrS CONCRETE E:T - ELECTMC DENOTES %OOD-r-ENCE DOVOTEES CHAJN (,Lr"!07rs CLINCRE*rE CUI?9 CUMR AIC - AIR CWD1770H A- DENOTES FOUND NAJL A- roUp,,D JVAJL Z. CESCRIPiZON By DISK D A rr-- -C k)WC_ QECK -7 'i TDPAIN . ­'� . , - a GENFRAI Mr)T;=R RES 0T#.kT -ropPmG OR- LEW3TVA COMO F-D GROUND WIALL -rE:;ZIAL 1. FOR POOL PLAN. SIZE. DECK SPECIAL DETAILS SEE CONTRACTOR'S POOL 0QGJWIC MA PLAN. Tf6m Box JuNc 2. POOL WALLS SHALL BE 5*THICK AND FLOORS' SHALL BE 9*THICK AND SHALL E PNEUMATICALLY APPLIED CONIC (ay onAms) - RETE WITH A COMPRESSIVE STRENGTH c WA.TE:p- Llt4E*;7 3.000 PSI IN 29 DAYS.CONCR ETE DECK SHALL BE 2.5W PSI. C014T. 4'0' MIN. STEPS 3. ALL POOL CONSTRUCTION SHALL COMPLY Wrni LOCAL CODES. ORDINANCE Co* ,C E:7-X?A K: 0 F 05 OUTS:P. FEDGE T-ILE7 (_rYPICjN,L) I I lDgr-V, TO CON lro%Z MN AND NSPI MINIMUM STANDARDS FOR RESIDENTIAL SWIMMING POOLS. 42. ocAL camF -b LIG14T WIT14 L 4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLE! 1 4 - OTHERWISE NOTED. oz 5. ALL REINFORCING STEEL TO CONFORM To ASTM 815 GRADE 40. REINFORCI� MAXIMUM RISER-12- SHALL BE 93 BARS AT 12* O.C- EACH WAY WITH 12- LAP JOINT IN WALLS Aj MINIMUM TREAD.lo- FLOORS. MAIN DRAIN SE'r INTO CENTER OF TO -r;ZA614S 149\ 1 6. ALL METALLIC POOL FrMNGs WITHIN 5- OF THE INSIDE WALL AND DE( (BY 0TV41ZPS) STEEL GRID AT POOL DEEPEST POINT I REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING STEEL WM 8 AWG COPPER WIRES TO BE RUN INTERNALLY AND EXTERNALLY WITH N: TYPICAL POOL SECTI F I B E P_ K'�G H*COP�C P-ET E APPROVED PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE A14anoN ac' MAPBLE PL&ST COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN. U.L-APPROVED 12V/100 W 7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND WHICH SHALL POOL LIGHT IN U.L APPROVED COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. Aj UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED HEAVY STAINLESS STEEL FORMING ITS ENTIRETY AND THE AREA SHALL BE 11ACKFILLED wrrH ACCEPTAB SHELL W/NO. 8 BOND PER N.E.C. MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIALS C NOT BE REMOVED.THE POI MUST BE REDESIGNED. STEELTEX FORM 8- THE CONTRACTOR MUST PROTECT EXISTING STRUCTLIRES FROM FAILURE ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER ACCEPTS #3 BARS 12" O.C. EA WAY RESPONSIBILITY FOR THE SAFETY OF EXISTING MUCTLIRES. 9- THE DESIGN E14GINEER ASSUMES NO RESPONSIBILITY FOR PO MIN.2 CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. Po CONTRACTOR ANDI OWNER SHALL VERIFY LAYOUT AND ALL DIMENSI COVER OVER SHOWN PRIOR TO CC-NSTRUanON. c ALL BARS ltl'=LU 4 4's 10.CONTRACTOR SHALL DETERMINE LOCATION OF ALL LfTILITIES IN RELA_nON d m 6"TILE T POOL AND ITS ECA)IPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDAN WITH LOCAL REGULATIONS AND ORDINANCES. 02- im---d 45*ANGLE =it 45*ANGLE 5 11-WARNING!TO EMPTY THE POOL FOR ANY REASON THE HYDROSTATIC LIPL PRESSURE MUST BE ELIMINATED.THE OWNER MUST CONSULT A CONTRACT 2 #3 BEAM BARS 04-313ars . EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. -Alb-i6maze CONTINUOUS -Af Bair 0 1 I.A _T__&aa 72W DECK BRICK 0 *1 . OVERPOUR (I ROW) F I LT I-P. lit. J-0^% 115111 ALTERNATE BEAM FINISH DETAIL tA EAT E:Ft j< ,AV we - - 2443 ST. JOHNS BLUFF ROAD, SOUTH (OPTIONA.L), Y pump ALt_ F_LtCl7QICXt_ PMEl: 'S LWG COPPL-R -w- JACKSONVILLE MOTO SHALL CONFORM, WjAP.T. G80NMr,__ ,'9ERVICE sw Ps wj�-Jtsc RESIDENTIAL *j t4cPow 9WITC I ZA O/q 7 I BOX rz V. TE SWIMMING POOL MASTER SPECIFICATION 100 W. UGHT W/L0W DRAWING P00LDECK H.; DSON.P.E. V4 G tw_ 3/4,CC"D p C w AXT P. NQ.'I* 4p FF pum SI -PR FILTER SYSTEM CUT 0 DSVICE: FLORIDA 32792 PHONE: X407)ap-4133 c ELIECTRI L DIAGPIAM 70 SCALE ..CA NOT W 7;;' ZO 20 *Jc) /.'0�� 0 13- 3.0 'd11q Z07' .21 0 3�_ 41 4 0 ICI J-D -tot Za 0 LOAtAf_ 0 _Zb 0 0 0 lk 7\-A iN A-1 N� VIA �J_ N I\z 0 A4. 0 Olt— �Nl �iAlo Ava /,,a QO' /0 -24 DI 5, Z-; 7' ""45 UN