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P � sz � Via€ > *'� ''`7 3 $L'a ;a _ u S` f51 iN� l Y W A Fat B PI ruin'' C> • ' V �.v a � hD4' �..YJ. b k A yy5 c rr a y ( % %i 4r 3' aJ Y`r 411 1-MUMMMUM d i a �i*- �a-kk Pc� V'f yf x" �4 A� h" 6` - Z-/ COUNTY, FLORIDA creen screen REVISIONS NO. DESCRIPTION DATE � add Nofi� 3if�r G V ! b x Fes£ �Yy 3 �y DWG NO. • / • ,. , I' ARCHITECTS 101 .. PLANNERS CONSULTING ENGINEERS & LANDSCAPE ARCHITECTS �r ys p� " � `?a 1 ' ".N'r #k q a y ti x ^3� m- v - Y C, iiSk�RC*tr+asr x,n '' -r- "•+sF�a ` �,t d^' > :M M -%iiTp ter:` N 4s _ G e Y ill �'hqT ellx v. VNI 'F."WMW z Yid 3 3T .Yg e a+ w Y r C: S _ 3 " A 4r T.P tY Y' 4�4 ..A. 4",a r*�s�-}.. 0 -P RO V I D E TOP BARS WHERS I N .' MAIN SLAB REINF. IS PARALLEL ' 4DF :GREATER: L._ _.. TO BERM.Ci . " a ' i f __7_LI JI JI 21 6A r K r I'— 3 ISTAA.::' TO HORIZ. WALL REINF. , T E Q 5TD,940 SEND W RE d " HE BAR IS MARKED: CONT. PLACE VERT. WALL REINF. FOR .WALL .THICKNESS__ IN OUTSIDE LAYER, SEm?LAN, UNLESS OTHERWISE SHOWN, 3f -- . :_4 C:%.EXCEDT WHERE EX9 [15ED Tf] N r c- 4° is "'tk r. • S 7T • NECESSARY kc, • SHOWNWHERE SLAES ALSO rRAME5 ,a PARALLEL • - 1 6 IJ' iila�tiidGlSiWilYlii a �h sae '± • �3� �d � I • • • e C.L._1.I _ 11 P12 TYP. CROSS SECTION OF BEA AT` 2"DFL.$ ZI ROOF i QI 0BAR DIAVU_24_BAR �DR 24BARNAMQ DIAM- ,ryl ANDHOOK Q! A--- A'; I J f4. eis#� agff:S i zx sx43W M � Y i rr xx_ is x * t i1 l t'9 .. BARS F07R Zo L A C Ixgi J 'YI SL 3 4 lb # 5 L 4 t" e SL 4. e 1011 *µ I I •- loll . 1fo" SL # 5 e q" 18" SL tt 5 e 8 IN t- �f� E � TES �� RAETF CONTRACT NO. FP- 3 &C0Nc'RP\ REVISIONS NO. DE SC RI PT10 N P .. N T , CONCRETE FOP. PILE CAPS � GRADE BEAMS TO6E 3000PS•I. STONEICONCR.j ALL OTHI=RS TO BE 4000 ,S f STONE CO CRE E:CONCRETE SHALL BE PROPORTIO14ED3 BATCHED AND MIXED ACCORDING TO fSUiLDING CODE REQUIREMENTS FOR ---- - — --- REINFORCED CONCRETE ACI. 318-71. 3• A. LICEFISED-PROFE5SIONAL ENGINEER: SHALL BE ENGAGED TO SUPERVISE THE. TESTING OF MATERIALS .THE INSPECTION. OF CONCRETE CONSTRUCTION, SUCH ENGINEER MUST BE APPROVED BY KNGINEER OR ARCHITECT OF REC0120- ---- 4.QUALITY CONTROL AND INSPECTION OF MATERIALS AND OF HATCHING SHALL BE MADE IN ACCORDANCE WITH A,C.L, 318-71 I S•ALL FIELD TESTS SHALL BE MADE AS REQUIRED D`( A,C.1, 318-71, - G. ALL REINFORCING STEEL TO BE DEFORMED DARS OF NEW BILLET STEEL_ IN ACCORDANCE WITH A,5.T.M` DESIGNATION -.A.G15 GRADE GOj LAP.,LENGTH OF BARS TO CONFORM TO BLD'G CODE REQUIREMENTS, 7. WIRE MESH TO 5E ELECTRICALLY WELDED. 4- HAVE... AN ULTIMATE- STRENGTH OF NOT LF-55 THAN 70.000 -P, Ej r. 8.57RUCTURF- HAS BEEN D@SIC,NEL FOR :WIND PRESU.RE IN AC-CORDANCE WITHSECTION1205 OF. THE, SOUTHERN STANDARD BUILDING, CODE,-, �- -' CONTRACTOR SHALL VERIFY DIMENSIONS_ LOCATIONS OF ALL OPENINGS�PIPE SLEEVES ANCHOR BOLTS ETC. AS ' REQUIRE.D FOR ALL. TRADES BEFORE CONC. AS. POURED. THESE. ITEMS TO BE BUILT ZY THE CONTRACTOR.. .1 O..ALL STRUCTURAL DWG'S. SHALL DF_ WORKED. WITH. ARCHITECTURAL � MECHANICAL DWG'S. � ANY DISCREPANCaES SHALL BE COORDINATED WITH ARCHITECT. I I. ALL CONSTRUCTION JOINTS TO COMPLY WITH REQUIREMENTS OF BUILDING CODE. a,-- 12..STRUCTURE- .DES-I-C,N_ED IN ACCORDANCE WITH BUILDINCy CODE REQUIRE-MENTS FOR REINFORCED CONCRETE A,1.1. 31B-71 I-Er•.FORMWORK FOR ALL STRUCTURES TO. COMPLY WITH A,C.I, 31b-71.. .,,.�..- 14.. CLEANING 2?LACING 4 SPLICING OF REINF. TO COMPLY WITH. A..C�X. .31-8-71 '.:15.PRE=MIXED CONC. TO COMPLY WITH CHAPTER 5-A.C,T, 31B-71- : 7:: s c_ - H T'LATA i 2- 2 -SLAB RE NF bT B 2 5 T. B "5 - --. _. _ .. tM E l N ---WAY Tln WA z � - i 6._gLL_ CONDUTTS �.CLECTRICAL BOXES: TO. BE. PLACED. PERP.E[>,1.DiC-1JLAR TO SUPPORTING M B RS N O E WA � IO Y c A -AT B01f. NOT TO BE I,NTE2RUPT ED. - SLA35 .UNLESS-IN..MIDDLE. HALF OF THE SLAB. SPAN - WI-LERE THEY MAY BE PARALLEL TO SUPPORTING M.EM13ER5. n`17. JUNCTION OR OUTLET BOXES SHALL NOT EXCEED 4'1" 1N LENGTH � Wi.-DTH� THE. DCPTH OF SUCH aOXE:S SHALL NOT �2#/b Dzi _.:EXCE.ED 3" FC)R- 4.,,.SLAB OR THICKER SL. . TYP. �_ SLAB DEPRESI_ IS. ONLY UNCOATED CONDUIT TO DE USED. NO _ALUMINIUM :CONDUITS SHALL BE USED. 2214t 1q.ALL :CONCRETE EXPOSED TO WEATHER T6 HAVE A M[X DESIGNED WITH ENTRAINED AIR IN ACCORDANCE WITH SOUTHERN 'STANDARD BUILLDING CODE. 4-225T.4 H. IV IWO TYPICAL DETAIL FOR ADDITIONAL t�-INF AT SLAB OPENINGS CONCRETE COL..< ` CONCR.001:`I` y TI S AT EVFR Y 2 E D i -- 1 F I"£. -COURSE OF BLOCK DETAIL FOR ANCHORAGE OF BLO WALL AT L--AST WEST WALLS.. - ., FOR PAG NG SEE SCHEDULE ':: ST. LUCIE FOR- -VARIATI 0N4�vaEE .A N. Rw_' ' I., PILE 'COUNTY, FLORIDA SEE TYP; DET_.. 1 ivEE LAN - I 5 P x �_ 2" t SECT, 7HRU GRADE BEAM PE )uca ID E XOu,VDAriv E ro a e S aroE DOME GNO IN W,44L) 2O.CONTRAC70R SHALL REFER TO ARCH. . MECH. DWGIS IN ADDITION TO STRUCTURAL DWG'S WHEN PREPARIN<y SHOP _ D WGl 5 2t."FOR LOCATION 4 SIZE: OF OPENINGS SLEVES NOT SHOWN SEE ARCH. � MECH, DWG15. 22:PRELIMINARY LABORATORY TESTS OF_CONCRETE SHALL aE MADE- IN ADVANCE OF THE DEGINNING OF THE COrLSTRUCTION OPERA7ION5� U51MG THE MATERIALS PROPOSED AND CONSISTENCIES SUITABLE FOR THE WORK FDR EACH CLAS5 OF CONCRETE IN ACCORDANCE WITH PARAGRAPH 4.2.3, OF A,C.1. 318-71: THE AVERAGE. OF ANY THREE CONSECUTIVE. STRENGTH TESTS OF THE LABORATOT¢Y.- CURED SPECIMENS REPRESENTING, - EA CLAS5 OF CONCRETE HALL BE 25° (PERCENT) CREATE THAN THE Fo D STFRNCTH DATE CH S / , R , ._._ 2.3..FI.ELD TESTS;. EACH CLASS OF CONCRETE TO BE REPRESENTED BY AT LEAS E TESTS (IS 5PECIMENS. THERE SHALL BF - ONE TEST FOR EACH DAY':.$ CONCRETING.. NOT LE55.. THAN ONE TEST SHALL ADE FOR EACH 100 CU.Y.D. OF CONCRETE ,:ONE -SPECIMEN TO ZT TESTED AT 7 DAYS.. THE OTHER TWO SPECIMENS AT 28 THESE _T85TS..5HALL.B7 MADE IN ACCORDANCE WITH PARAGRAPH 4,3 OF A"CL.318.-71 A'ND-A5TM.-Ci72C.31� -4. MINIMUM . CONCRETE COVER FOR.REINFORCING BARS TO BE ; V ... ............,-> a4, " +wy44i h `34"`' '- ' r a°,"� a, 34.FOR SLA552 3" WHERE SL_A95 ARE FORMED ON GROUND" .. ' b. 2, FOR SLABS EXPOSED TO EARTH OR'WHEATHER C 0' FOR DEAM5, GIPDERS F, COLUMNS, EXCEPT FOR GRADE BEAMS 2° COVER CATsPL1ES- TO PRINCI4ALILEIN`FA'i£�EMti=NT.?T1E.5_: OR STIRRUPS. Z5.SPLICE.$ OF BARS IN TENSION. FOR -PILE CAPS,HORIZ.. DOWELS I GRADE BEAMS SLABS AND BEAMS "TO HAVE MINIMUM LAP OF41 .. BAR. DIAMETERS" -LAP _ DI E S. - C T MINIMUM OF 30 BAR, AM TER .,; . 6 SPLICES OF BARS IN O PRESSION FOP, COLUMNS AND WALLS O H M M 2B M R A ! ti qr 3R.'y'M' 'ef T. �{i, r ; r4 f5�i'-44 i Se :FPS J fy'Sly'4i` : ssssaFn f � 3 3 .a r � n1 . .t }Wis %" 4yy y ♦�_ ELEVATIONSTO ♦ DATUM Mim SCALE DATE DWG NO. f AS SHOWN I-31-74 I SWI-4 MAIN BUILDING „! LEON SEDER ASSOCIATES TYPICAL DETAILS $c GENERAL NOTE CONSULTING ENGINEERS 200. WEST 57th STREET NEW YORK, N. Y. IOOI9 WALKER O. CAIN & ASSOCIATES CLARKE AND RAPUANO, INC. ARCHITECTS — PLANNERS CONSULTING ENGINEERS & LANDSCAPE ARCHITECTS 101 PARK AVE. NEW YORK, N.Y. 830 THIRD AVE. NEW YORK, N.Y. - srnp�-�'r r YS z.'�mJ+segJ'A�TR r 2:0 I -- I. ten. •,,ai" rb= a u j v r14 '0 -t a I T ��" x sg�O' j • ��"� �� L- �� ji ..NJ OF �/� No p c ES, 6-3 > N cHo � 0 lxtLF 1� /�e iy 3 fi - �" 2/(oyTbP coAia m, I 1�1 i v 4 *3 n �Q � °E,E, 3 AC c 12 I I r1 �� .��°A� `� �✓ '"vS �Y ��r .,� �1' i j,i �y ra°6a I'.,�4 � � '°W ta.. �y+�„ Pi nnvJM(in D/MfN's 0/V FBDl7 Off-Tp EC OF CA- 7-0 NO i`F,S y 7, MiN/MUM p/HENS/ON FROM � OF PILE ?O EDyE OF C.4P TO BE EXCEPT AS OTHERWISE SHOWN ,4T �S'OUrN i.✓q.GG, RE/iYFORC/NCB STfE( S �ZFS NUMBER REM,4iN 11Nc' y 4i1/l�cp EXCEPT 4S 07",y2rRWiSE .S'NOWN f}-T COL. L2A`4 7N OF .34,QS r0 ,BE Rc�V/SED To Su/T PJGE 3= RfV'D LOC47-/ON OF gjRADE BF'4i`JS ?33 ��¢ ADD A�oE� BEAM 4 FOR "AR7:y NOT ,.r11oW , SEE DW' 4 S✓ 3 Im 7y.. rtA WFu al.d u i r,; N� I i w+, tcs 'ROJECT I. SEWARD 3OHNSONFROPERTY- L.TNKPORT, FLORIDA kRCHITECT CLARK.E AND RAPUANO � INC . SUPPLEMENTARY FOUNDATION DPA ' Ai LEON SEDER ASSOCIATES ®WG NG CONSULTING ENGINEERS 200 WEST 157th STREET NEW YORK, N. Y. 100. ATE SCALE DRAWN BY 9 �� a- 3-8-74 14=I1 O CHECKED BY �`�{� ... 3.^- ,".. ._ ..` ..s....s,.v...�wsv.<vevmv:wtra.Leaaw.t r.s ..- -c t aau "- •.—.-`. 'atseaa h - Rcn'•i.:: .`dap'-vS.?YIC..¢_➢ ROW", Y t• A p k'yiS p " sr Y `xY 1'tk X f �CR'(1w n J 4a V yr n x l j Apr tq a1 S# 3 � =k ANN� # ' A 3TT al ... _ t k-.. a• �.4^r' �#_ K�'R *4•��Efsy t•�'A�} J rat" � { i^-1 _ I ♦ 1 � <"r# h,<, ' Na 4-+'2 :E3�1.. s'i•,� # �b AA • ..1 zi+. 2Y S q} r I , t ' ' 9/�c.4 • i E r, i IN 7 RA %a t r4i Y i9 A y; _ e r ` r 6 m a s. W Y� L o� o v\Qv j )n1,P, p .. L V r✓ 1 777-7 C' 3)To Cscl %�r1 IV �3 _ ru_- - — 13', roi * 1 , r I i I R) q— CONe7,9-- 34 R. .Q, COL �.•.8 , O / - ', '', Y .r !-, PL, �- — 7 EDGE °` I I / I � 1 r / . SrA/R OPN,'4 1 - s --- - FA�E.aF �LOC,Y WR[L _ I j `'• i O � G I M I I I p A i I 5 1 : 3n 'Y �w P, 4) i I 44, i 3-8 �r SLoP 12 ? W �� y •a ��a � � 4 PLAN 1. TOP OF .94A3 EL, /9'/O JNLESS OTHERAIISE JNOWN T/-/US 1.,36LOW TOP Oj S499, 21 FOR JLAB DEPRESSIONS SEE ARCH. DW•4• J FOR LOCATION Oi' /N SEATS FOR WOOD CONTRACTOR TO SC�h<T SHOP DWa-;5 FOR APPROVAL. - 4, FOR LOCATIpAN Or/NSdRTS FOR RAILING E G6l77-E,QS SGE AR@N/T, vwi ISUBNrT -3/ 0P PMS FOR APPROVAL. - $, FOR LOCAT/ON d s'lZe GF PUCT CPN6S .SeF .4RC1Y1r d NEPN AN/PAL DW4-S ; - _...- MECHANICAL CO1V7R"7-0AS TO .COORDINATE W/TN MEC'IIArYICAL fN4/NEER, -o�'/G -�I -fop 0- r n. I +5 MANU iM D 3 y .'iOHPIAW e --- RiRnrARD rk, 40PR446Q- I69VAL C) f P. , , � I • t i'° 31,r � - A - e et l �Ie4osnaa " �B•4 7 ;� N &rf%l ! Bo77 :4a sr,R Ai•g Cio7T_ 'Zpr[r,V- 1 Sifir�.,Dl', 5 �L' - Io5,7e6 j 1 - V 1 I°': ,7r(D ✓PA `Bf(�♦1,. O �j p1,e6 \ �� � 1 - TOP 7? z ry y h 4, stc syp •s, Ra, ` - A e 1 �'� 1 ; p BOT~ TEM b RS. i _�` jjj , I . _ ;. �_� Sri �3r •�. _ W' 7 I e1Z>EU�E of /h 'As '1 �. i v c Y3 / 1 \A' 7 clro1-apt —� •s r i • or„e • • I lDi ♦ 0 SrrtR, }jt Z •�.q.41� _ _F�-. SAc 7J! R f v�D T v 4 tjjW,k 1 1 o �11 I �1 1 h d J 8077� p I � � n` - i° __ � 1. �' +-EnP, —� i 8Y12•r/E °vc. � �', 1 _7 — v o 3ARS t c j /1� II ' 1 I N pRorIDF 4 `$ DOw&y 1 ( II l I 2 S T, i ADD. - --- Sh •, of nVv'�' r i--= '-! Y c _. a I cs s E N'4E OF OP Lower -_. \ w•Aflo 3" f M1 o A- ro �r.L l°ROnp I AB 999"' 2 J _ - T6r�oe 3; l9 Q m tj o N-s � of BLD 4_ RElIVFORC/1VC, STEEL PLAN PARTS NOT S110i1/1 ARE Sy1v?ME7-R/C.4L ABOdT ✓✓-S 56- of BLDy 2. IrCR ALL EkPO.CED CONCRETE S4ABS Min/, CoNCe, COVE2 IIVR QEiNf. 2 „ J. T= TOP 3ARS .B = a0J7'OIy -BARS 4, M/N, Rf/lvc. FOR /2'sLR6 W//ERE IvorSNOIvN. 70 BE x4-v9LfR,l1*� f SEE->6AN) � s3C/0°7- f- C��TINI L.19: - ' Y4 re-mp , BARS (SEE PLAN) v v r 1 � -- - STAR WELL. •5 a�•7 -- i 3EE �ELN ` > �4_EL.19-10 9- {•+--- �{ I 1-•, '1 7 OR S GSfE-PLAN) f-- • e/4• ai SEE Y_—_ -- _. _ . _.__. - '� SLO, � ON NI V � � PGRN� � � _....._ yj � _4 I J iap — e—�-^e-° • L... - `C' - S8.// __ '•`-4—_'�' i I STi QR --! c'G, 17-lil .i',- ^- 1SEE ARPN, �y _..— — I.� 24` 2 0 N r5eg .... =r �-- _ - ^ 1If� Y o- 1 L G X 4 56 s 2 42 f$" BEAM, �I STiRt; 4- t, - CL. i SEF DET. A 2-�T6, 8 >i �� �I°•;:.� �'@//_ - (sEE PLAN) ' 14 - — N� SECT, 4-4 .Iz°a64r, L _ 4 La SEGT, 6 -( 10=7 sFE aRCN, vw� SE C Tr FdA PARTS ArD-r 5HOWX-SfE SECT, 4-4 r —TI ft,14�0 <L.19L5 I N7n - • � , cOL, !6v m EC., /9-!O I 8_ � �� I.4 r� G S R I SCOPE DN V Y F O Nd. SIDPf P,dccxr/N, fir_..-__.--___—_ �.. 9A.2 % "mil I I y It e i �- �, a sr -L, l81 4 _ 4-t.�G�.riIR.G._1�:_._..... -J I 14_ti S' �R -- -r� '._- r p(l.'k�i ...... x �5-"S �. �'' 9,. FOR RE/NP, -- ' C.sEE P[AA,) -... SEEPGA,V L` - -- SECT, 2 -2 4-'S ( coL. *� oe`2 A SECT, S-S sE� sFCT.3 3 gPLw _._.. _ (FOR RE/NF, SEE PLAN - SECT / / Ala — _ - --�7' FOR PARTS IVGT,iHOWN SEE SECT. 4-4 k3et? 7- 7 seer, 3-3 J. SEWARD JOHNSON- PROPERTY LINKPORT, FORT PIERCE ST. LUCIE COUNTY, FLORIDA CONTRACT NO. FP-4 REVISIONS NO. DESC RIPTIO N DATE *4E1Z'_rEIY_P � u, S`TA/R WELL_ - _- - c - ,ulm� a / , 6L,19-3 /SEE PLAd) Y I r I �c•q•, i•r t1 q ' T,t3 SECT, 8-8 SECT" 9-9 T EL. T --- 2-0 d —__ .sera r4- ' ` y _ --+ -- 3 6 � sec PLAN EL.I g 4 ,6 seE DET A SGkNDREL ,D � 7" �— B[=A/'1 I SECT /O -/0 r 6 m a s. W Y� L o� o v\Qv j )n1,P, p .. L V r✓ 1 777-7 C' 3)To Cscl %�r1 IV �3 _ ru_- - — 13', roi * 1 , r I i I R) q— CONe7,9-- 34 R. .Q, COL �.•.8 , O / - ', '', Y .r !-, PL, �- — 7 EDGE °` I I / I � 1 r / . SrA/R OPN,'4 1 - s --- - FA�E.aF �LOC,Y WR[L _ I j `'• i O � G I M I I I p A i I 5 1 : 3n 'Y �w P, 4) i I 44, i 3-8 �r SLoP 12 ? W �� y •a ��a � � 4 PLAN 1. 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R f v�D T v 4 tjjW,k 1 1 o �11 I �1 1 h d J 8077� p I � � n` - i° __ � 1. �' +-EnP, —� i 8Y12•r/E °vc. � �', 1 _7 — v o 3ARS t c j /1� II ' 1 I N pRorIDF 4 `$ DOw&y 1 ( II l I 2 S T, i ADD. - --- Sh •, of nVv'�' r i--= '-! Y c _. a I cs s E N'4E OF OP Lower -_. \ w•Aflo 3" f M1 o A- ro �r.L l°ROnp I AB 999"' 2 J _ - T6r�oe 3; l9 Q m tj o N-s � of BLD 4_ RElIVFORC/1VC, STEEL PLAN PARTS NOT S110i1/1 ARE Sy1v?ME7-R/C.4L ABOdT ✓✓-S 56- of BLDy 2. IrCR ALL EkPO.CED CONCRETE S4ABS Min/, CoNCe, COVE2 IIVR QEiNf. 2 „ J. T= TOP 3ARS .B = a0J7'OIy -BARS 4, M/N, Rf/lvc. 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