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A T E ' (A s 5 Ii o w K YID" PORT BRACING/B I' ID„ 3 �� �A5 NJ CD -rEl7� e r \� tt ,� SCALE IsmNe=, --1 e I ' l � ' -44 P V OQ UPRIGHT BOLTING LAYOUT 1j _.y 11 r a , I II I II Y '� � T A 'f It , i it , ma, ,w=.,z� �.c .>r-,.,. �.�+*i�•-.�c>.r... qa�-�-.. e. �.n�,=a..,..,sz. �.re ,a..�s.,e�swx-_.,..>evaa, ,�;m�:a-�;:> ,n.�zr ,�^r £.0 1Y�n,.'%6 ..w F ...,....._..rz<&4v"al aK..fn. 5+/&✓Ybbne a+'-f FWD STBD BRACIN (A5 NOTEo ) SCALE 7 „ /r EXTRA STRONCj PIPE T HOLE THRV PIPE RECEIVE Rom - BRACKET C x Q- _ 9 13 17 Z1 SECTION C-G SCALE -- I �I/Z°_ I'-O'• 7� 1 TYPICAL BOLLARD SEE DETAIL_ SECTION D- D 1 � j Y ,. �a •x t a° �i a •, D ' •! Y" r r bkF i RF-VIS10i- �`Y DOCK ENGINEERS, Inc. OV� Checkeae WALKER O. CAIN & ASSOCIATES. ARCHITECTS r Ca •> MASSACHUSE'TTS' pP �! DRG. 101 PARK AVENUE, NEW YORK, N.Y. 10017 U. S. A. 237 R 1 , IN, R r b III w I I w w I w { { i 6 6 " wI w . w { { 11 E, -G'YF5Y WINDLA55`5GE DF--TAIL �eGALV. 5 AGCLL I11 I' 3'.G 3 6" a r! GALV. 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II T_. z,_ _Cgz,-. .....-.,_.:.-t�'._- ----- _. _.._---------.____._—_ - _. .-___ _. , ,-----:._. _ r:-- _._ _-.------ - -- -.,' .•i _._ - - -- �- - '- - -__ -•i.. _ - --•--_-�-.-L,'aY` SEE SK 237-3 - ems. .. •. •�T/x12xZL) _ `--- -- --_ __.. --'.� - --I•.'_._ - r'. 1 +t _._ I.'J.. 31ii _. _.i t IA+I)x 'i,L-._ N +_ 4> f -34 X 2 o CA4ZRlAGF f'LT �. 1 +- l r - __ t ___-)O - F/i5 CTN FLAt,41CWALK TD ALL UPP-)GH`C -` - 1-- --1- -__ --,-- - t , _ 4 ~ - �--- w H . 2" G V.0 R1 G L 5 -t. ;..-I , (o,}a12- -, G 1' I•` WITH f2D. 1 WASHER r a 44 '�- 3x12TIF 3' 5 AL AtZ A i T T,i Il -,, 3 q I, -- GyPfY VJ1txC�1 AS5 WITH 2D' C� `hlr�SMFrL� / & '- 1- T-_ 1,[ 51< G,� .Y WSN:i'_AS:� '4� -:,.- a �,r' .•nr�o,ers;r ., yI r- J 5O LT W 1T p _ i -I cNAUI CLAW NOTE'. ALL DOL75$WJI as ` V&I5HF_R•(T2YP.)� �� ��� 10 BE GAl V N I Z E G T •To I \, P 5 ti �, 1 I. I -5 cT I O N E ✓ I �� iaP� *� �� ii / ig �HAGKLE 5 F 1 -'I pLOCK 10 10 U P Z1C iiT --- - A- + _ _ O x 2' - �' o gj % �v GALV. J,Et i• TL12N6L'.: _L y� 3 8 L + \, t , I % Tf{IM�JLE 'AgJ_ >f{MLiLi i 70 SUtT BLOCf IOx . T + �. �_ -.� \\ - \ � C7��\I 11~- _ ,H WiEE, G PF- >a' I'•�--z-• ,�- 4._ I... c UT ,iC! t _- :"� i r - `.._ I _. L ,-I I .I II 1-. . rJ ' 1= n V t 'I I "� I > 11..OGATE TD 5U1'( i I 11 / - ; /� ! 31A - E W12E id?PE C L(n x l9 I 11 c c j .I o o % \ / I 18 � l �fi Ii` � 1 -i' � I � I -, v I z _-- r _ Q - _� _ �= i L t - v ~ L _ _O (`n rG ° i GPI # Q O ` -_-: - _ULtZ'S r �`i r (- Y,- _. - - _..._ .__ _ 1 J ^I _-__- /. 11 o II 11O V s y �•/ f11 �_ vJlQY45 5` ,-1+PICAl_ INT• PAST 2 uALV.G-�A,N , j I f i �\\��.� ��\ 5�F�5K ?3T 2GV eQ ' - 11 DETA!L WIC t. ROP'. HA"40RA!L ~© _ TRAv�L �ostT onl — _ _ . \ .i -i tz=4� J�_ C _ D TAIL uYPty ,SIN \, F -� LADL�k-P- QOLTS�� \\' SE.G'TION A -,a _ _ - G '. — - --- - ----- � f.0 -i I C7 N C - C' \; --- — , I_1 „ . 1 Tz �Q. x.o GALV. MAGFi, 30LT --- 'NITH IS.ALV, It tWASHER I I - /'�441I`? -4­` t/ -- , //W / *rf0&a!"'Lff- � H ....:• - lSl ' # v I �I _ 1 CRADLE ASSEMBLY DETAIL 'AI T _ - ,-`, _ �- I 7 -_. _ -_ - _ PL4,'Il t" �L� I,;vD ' �, �.x4Q 1 4 S', 7--4 �2X4 1 t%K�j _ S,74-./I0 AND DETAILS 5c 9« 2" %I L- 1 - --j SHEET 1 OF 2 ==--' — sE� ioN F TRANSFE{-5;t .- MARINE RAILWAY _SECTION H- --- ---- -',GL /✓A/L(%TP.) .Jc4LE: ' � " 6 G.9Lu w, " - - I. n v, L� — y¢�AP ----\ �I <� 1; JL3,DE�� CAPACITY-750 TONS -----,-----I I IL� '- K- -'�I-yI I _.. HARBOR BRANCH FOUNDATION LABORATORY L n ,- T-, I _` I- I -- I jb. - -. -- % -- _� I i �: 11 �X 4xe FORT PIERCE, FLORIDA �+ 11 4x8 I' STRtNGr2 I I I I Ie *6 GALV, C,A(LK. 4 I I--- — I � --; �I II l j, i� eoLTwA wAsF1FW_ DECEMBf=R 1973 ) - . .. %, --- -1 — -'--- ,-- If - I- Y4 /x6�LfNGTH TOSu,/T i (GgevEL. E�-,Es) SP..GTIOhI G-G uATcH COVi tZ DETAt .5ECTiO14 J- REVISIONS Drawn A CRANDAII DRY DOCK ENGINEERS, Inc. Checked __ -_-_ ---- Approved WALKER 0. CAIN & ASSOCIATES, ARCHITECTS B CAMBRIDGE, MASSACHUSETTS 101 PARK AVENUE. NEW YORK. N.Y. 10017 e - U. S. A. DRG. 237- R 17 7 . I I • I I i I � 1 I � I 1 I 5 ti t 2 Cu,o A/ucr,-e G7,G 037 - R /4 �,eoss T,ea,\/s�E�2 4 /x� 5 �3A4-V Z- `SCAQBVV f PE2 /— /cEL�AS/NCT HOO.�G 15�cuQr=: 2 -/ "X3 "X4 1114-L.E-c2 To Km=m-41 8L oc� B �ELEASiNt"T KEEL ( J-�� /V 5, �03,aF257-21. 'i I ' -- -- ---- -- _1— 1 , _.._. ...... ...- ......_ ... .-.._.-..__�._-.. � .r ......_ ' ._..._..--........�,....._.-emu.._....-..-...__..,.�........».-..-.-.._. ....._. 1 _.__.-. ., .__... r x52 rG- wit V LEGS 9222�� ,Bo—T Tie? ,a I� .— �EMO�/F�BGB Gie%1NK. i 50LLAR0 T 17 18 �Br/OE e 0K77 25: LJ.PG-2�7 '-i i I -04 X � i�CT�_'✓ L.F��2�/�v� "'604-7- 7, i D /2X/2 / _--i�ELEHS/,VG f%70KS,T.�An/S- ' % /2 p -, mm BEFiM5 0A./L Y, -5EE SK -- T,�.-�.nIS�E�P�E,4M OnILY /�4x�K:.S�� SK 237-2.3 F-vx Wit= -rAr L_ — K L_ 3 t-ac Nc G I t3 e i fiJ G I GCOUA/TC2�/NK HOLE 34,.x0, �r.7 , I � � BOLT I � - 7T✓Pi�,vL ,�En/a�.2 Foie L 1 x 3f GAG V. IPIgcH. BOLT �6 �t`4D t-acN L/P,c>i�,y7� --- SILCgc_ ocK HINGE .3=6 SEE SK 2-37 - 15 TYL_ 7RAt�.1,5�/F-R-5` BEAM � /r i l0-ra— 9 z �} I�oe � XK. Irg Up�NDERWATER SHEAVE I LG -� LJRON;.E BUSHED ' U- Cj U1DE SP6C)A`- - ' HAULM1NC ' — I NORMAL GRADE STVD LINK ; CHAIN CLAW /i1VCHOR CHnIN (625'LON(a) � Y V_ S SNACK Lc - OHNSON JOI NINC� SFIA C.K L.E -DREEJ SWIVEL - -- /y�, / �,�G-SG� = �------_ /e0044 y �._._I SPLIT LINK -_,, - L U❑,oE CRADLE ASSEMBLY OPEN LINK MARItifE RAILWAY CHA��;JOI NINC� SMACKL 4 Pcs @ I3I'-3" =5Z5' AND DETAILS W/3 CRALIDALL 2%+' SHACKLES SHEET 2 OF 2 . CHAIN REEVINC- DIACgF, M I3�AN1 1) c2Ata'� IJo MARINE RAILWAY "Z is -crew f�'" CAPACITY-750 TONS i HARBOR BRANCH FOUNDATION LABORATORY 44 C9 TH FWGiM C �z37-�3. FORT PIERCE, FLORIDA - _ NCi�SGE DECEMBER 1973 101 / GRADLE ©c1uwE l Rrne�E F r��n REVISIONS DrawnF'� e�Lt��z Frz.ar �e 8�1��� Ga�.I� �EEVI�aG CRANDALL DRY DOCK ENGINEERS, Inc. Checked— 7 Approved ,.,A, n ! AIKI o, ACCnrIATrC ADrwTcrTC R CAMBRIDGE, MASSACHUSETTS ___ r m �- CD iZ/ - O" F- -- --- -- -- ----- -- _ — — — . —-- — --- — i ao pion � �jrp. T�rP- \i DETAI L SEe QEFAIL A lel ! j p �-� VV 18 Oro �r K ii E 4-j D *._J =L.A.N 5� `Z- CAFR5. RE(:;z i i O I. l8 x �� O w I r- --10A-If JH1gl'- !J 0� /lp F�/OE✓� �JTp, � 74, J L - � - :" KEEI BLOCK RECi D . TJZ N5FER CAUL c�xiC K�E_l_P�i_CJCk�E2b ¢, -a ---- --- � / z3"Bgr7-anl—� t G� K� c oc C f�cx3 k J/ �i l— C.T i O N F -- F B/Lf•B .BLOGK Z4 SETS R�QC�-SIC��TRANSFER_C�AO��S �II--G� � K��L-- BLOC--i'C �IB SETS 1��Q��. — L.ONG�TUOI1.lA1_TRAIJSFEi�- GR�.Z71...�) �jC2)c 177Ze5�=1? VO FtT Lid ftC7t0l' 1 G3-G --I 1 I 7RANSFEQ GAIN AIaPz,al.iGEtvtENT FyIZ �Q�Z.MAI_ KEEL UESScL `� G,a.RS I�I�GC-SSARYj I i I I RA.r15�E.Fz. (�2 AFzRAN��NI�NT FoFz Se.MI- SuB��Rs,g�...�. Ui`zSSEL C12 Gras2S 1..I�G�SSAQY) SIDE TRANSFER C� MARINE RAILWAY CAPACITY-750 TON; HARBOR BRANCH FOUNDATION LABORATORY FORT PIERCE, FLORIDA DECEMBER 1973 a. I 1 I i I 3) :4� bpi �, 8) / ��� �12i /3) !f;� l61 �?� /9� �s �4 SEC ' / Y b �cFill IT� 7 - t9d - -- — --- - - — - --- -- 1 r. p m _ \rj, '.,. •: ,li {� '. �:. I., !'! I III ::I: .. ,' /' ',I _;:• ! :.f� �\ III I I •� 'I zI '. / 14, A -- - fir+ F+ 'Ile N'All 'Ii I ,y .Y>< /.�. / I t ♦/ I I } I l IILL ,; ij I,L� i Iii III li ' ill � ui III " I :• I i 1 Iti II r_ 4 d(EY PL AAl/ - TRi4A ;r4W f A)F SCAL s' : 5 ' /=Q" r` 91 T ; --- — i ITS 8X xz 77� 3 li J i I r i i S£E LJETH6' IC FOFNDS i i _ OF RUNNER'S - _ �� r ° ! - - cNa !�hD le _3EE — :7ETF97L ✓,, e.d _ �,C„ Y,a. , � Pao rL6 QT 3k Ae i i '. I She L7�TaiL COn,'�kCTfD,�d — L_.L aA �r nic44 SEE DE TA; L ' 7Y,�1CAL SECT ,_-_ Sc.91E--3 ! A / 13 I z SEc i Ja D -7-R i w� CID Z/Aa PAS PI_677E r(roa As 3H€ N FrQ0. OPPastT� -n. .eCae L E' S . !6 y 7" -�T __---_� it Y \xI I i � F y i iz I i I (G SECT/OATS VS-qulRaO)— B/LGE ,QLOGK NOOK S6E ' SK 237--I6. T/'C191.'ir 41 (� SECT/ON3 PEQu/RED SCALE-: - -,BILGE BLOCK BRSE �� E DRG- �7 � /9 ,','OXi2x3'-oOAK rz{ \�-_.,`c2e BL ocKnVG �J.SSEMBLY __ KEEL BLOCK pl � SEE DRG 23� R , 9. SEE SK 237- 29. I 7 3_"f i � r'iao�e _ SEA Ora/� -4 _ _ 15, Ego PAo !i's. I i°; `iq j i t I PAD PLATc'S fri BRA CING 4uR'r0j z 6"!',SHOE'PL,4TE 2-- o _ %6 /6 seEQD• O„ I - -- } I I I I x� ,x Co,v/ CTo �, ! See DETti/L 6 n CNRMFE� � x 4.S' -- S}!LlMcTRY cAx 3 ni yoDj LNJ CHAMFErt 8 x �S' � / r. f l LTA/L_ !n/ MgTL. MlLO STEEL END TRANSFER CAR MARINE RAILWAY CAPACITY-750 TONS HARBOR BRANCH FOUNDATION LABORATORY FORT PIERCE, FLORIDA DECEMBER 1973 REVISIONS WALKER O. CAIN & ASSOCIATES. ARCHITECTS B 101 PARK AVENUE, NEW YORK. N.Y. 10017 Ci - Drawn-' CRANDALL DRY DOCK ENGINEERS, Inc. Checked CAMBRIDGE, MASSACHU93ETTS Approved - U. S. A. ORG.237-R20 `lk a WINCH gTonr CAPAG/TY (ALTF.�LVATE G.OGAT%On/) i i I/JS/QE F,gG6 OF ICU/LO/NG WALL �i i I � I �LpM. L/NK SEGU,e� ( TO AND TRANSFER TYP/CAL !e/GG/NG more TRANSFERQ OF SNIP FROM (bGK' TO 4NO L`3ERTH. 4, 6�' OS 10 12 14 16 IS Q 22 A� S/NC�LE SHE.4vE Sv�-TcH - /-1 � TERNAT� .-,'arL /nIG i - j I � � � SN/P FROti✓ Qc?c.� ?O �iOE ��RTri- � i j ( t tcv ToN CgPc, �ALTERh/ATE- LGJC.4TCNJ ! j ! , ! � i I ! TWO TAGKLe�S RC�U/.@6L? Tim i HF1C1L SHfP j NY <AD/REGT7fN) i t I -F - SEGUR6 To SNi= /SRO VIOc GUSH; O,v B[GL^KS-- TO /PR(=1TECT Sh �E'E qU/'FEG7 �'TO ,C3LC)CK- TO = -f-/Aug/NG LUGBITvf�ic.4L �4 26 —SfNGLE S:={EAVE SNgTGI-/ (`BLOCK :'i/iTH ONE LONE L✓N�e�7Y,oic4L) �-0c:)LI43LB 17RUM W,ea i�OPE W/NGH 9 TON GgPAC/TY (ALTEAvaATc- LoG4Tio v) 1 � TO Sf//P — ---- I ' I 1 � LONG L//JK- SBGC/.:QE %C�. ENQ -7 I I I 4 HRUL/No LUGS 7�/1-1c-- S�� OF SNia Leo vi S/o� /SE eTti To , Ooc.�c, I r ---EXTRA 6G,OcKR6G2(J/REO �Acf-! TO F7�UL. SH/,- AIBOAic'.O OOGK• s pLA'N-T�,GKLE. �'�.�.yiN� �TeAN��e TACKLE/iNGHOR �S�.l-� - 18"= I � O" Two LONG u/N/cs �JoiNEo J �cgUIeEO OAI ONE BLOGK,/ ONLY %MP/c+02A,¢Y ``Y/'Rci S FOR SECUR/NO / '� . l7 � ._ - y!, ' / /vY•vJFER �R l-��A/ NST .S/OE j II i Z 8 x , LON6 Lavr4 MOVEA7C—NT DUR✓NG QoGK'NG OF C,eAo�E- - TO W/A/CH TH SNAG.eLE - /Z ToN CAPncITy LONC/T OfNAL S� qM ----- - / 6e 2EQu/RBO,? o �oj ------ ---- O '\ i Bea e GV/TN TivO - 1 LONG L/N1G=e i, � ,_�"lox/9 PLow STEL-L T--- r ,, W/R� /eC3P�•�Z /rC'EGjU/iQ,�p> V��LO / x Z x4 CLEAT TO BEAM i0 S6Cu eE BFISE ( L'OGK LVf '6RE STeuTS A. �' I �- /o"ToP O�gp,E,vp S/N6LE SHsauE C , SEE DETA/L r, 1141 /" s? �z ��,R o� TRANSFER REEVING al. ALL A--IATBR/AL .4N0 WORKMANSHIP SHALL L3E /N AGGORC/�NGE r</ITN I I MARINE RAILWAY THE % PPL/GAI�LE- Sp6GiF/CAT/C'NS. �r y9 y(/I.QE �OPB yr, Cry^1 2. ALL W/Q8 KoPE r=/TT/NGS SHALL BE .-10T- DiPPEO GAL ✓fi NlZ�p, � G�-/PS �6 Rac.�U/,eEOJ CAPAC (T 1 ®�w TONS ` , �sEQo� HARBOR BRANCH FOUNDATION LABORATORY ToBESUPPL/�o 8y owN�,�. FORT PIERCE, FLORIDA DECEMBER 1973 To SHIP D�Tlki 1.....-- �Y�IGAI.L-T�GK1.E I 200 A ` I /q'nia' uh lam' yz" /5,',. ;,---- #8,72ZJ Dam£ TAPER-LocK CHAI!✓ > .- � . OUf'L/NG TYPE NFW/rt! 60vE'4 2ANDRLL 16'---P/NION SHIFT{NC> LE/EP fiuroMA7lG �' SEA 5X, 23 7- - — P/N/ON JH/FFI, 'S LE✓Ek fS£E,5ri':237— till X8,"Dodo ---- `1;---1---•--u= ��.. -r SPFED __ t--_� � k/G{D BASEt/TrsD F' M }� P/LLOW BLOGJ( 92, " 13„ 3„ �- 6 "X 13 /NTEKMEDlATE + - - B€Fl PING - PAT. , vo,Z- 2 .Peob oN 5HAr7 CRAIv'l7ALL `�� �lrJJ j � � � �✓— (��� l0-L/N/l CA57STEEL CHAIN WHFEL PTNo.Gl35— 14 /Oz I PRr)VO, Z-l2, 2 REOG ' /2' ON SH/�FT f } PDrhTING /IM/T SW/TCH li FURNAS ELECTRIC C0., ,#543323ED i 14" 14" � 16' i e '` CRA;v0HL4 CAST 5rE6L PAWL BASE PAT, No, P 3" . I A d PLAN OF MACHINE 7i - ECTION B—B CRANDAL CRST STEEL PHL-_ PAT. 1v'o. P33h' CRFNDALL CAST 37EEL BHGI<PAWL —' PAT, No. P35"-i; PAWL SWITCH MOUnITlNG PL ATE GEAR LIST P/TCX Vo. T_=ETH D. 71 Cie ra - l /04 /-L 2 17 1 Z3 . 0- 3 136 22 1.250�54.40'.4 a, i"70 4 21 2 �.�-� . 5 , 4z 23 000 ALL GEARS 20" 11VVJLUTE MATtfiDf F?L .35/45'7. CA:esati STEEL C1045 fJEAT ThE�7TED .3.5/. �}S% CARSoy �sr£EL C/0¢5 Hr'AT-T.2Cr�rEo 1DRI'L�4'T9P /r NaLE5 /"DEEP e MAIN SHAFT DETAIL A IS! 4140 STEEL ANNEALED BRINELL 260-320 y, INTERMEDIATE SHAFT DETAIL AISI 4140 STEEL ANNEALED BRINELL 260-320 :aCAL6 G _ Y_ 9 HAULING MACHINE MARINE RAIsWAY �wwv• •�YCAPACIT-750 Tvv'ONS HARBOR BRANCH FOUNDATION LABORATORY FORT PIERCE, FLORIDA DECEMBER 1973 - �-- L r T! N-L9 PAb �1 2' 2 I � � I I L0CAT10N�� -A7 — 14 — — pr' � ' ! OPNC4 To MAC Hy--� � li 1 x/4 F6-�-+!� I x %4 � B f 1 I � HANDLE �z CLEAR t 2i 0, Jr) {T Tvr� )>-I i PE 30Q— 1 2 5' - 31 I 7 1 ! _ --- I .�C ' GLEAR � rOVG�-Z — a J_.Z ,C TY P / 4 it 00. J Dir-rAIL. AI a N c 3�6 HD cr h 1 j-+I— --- — — A LIF-rI Ncq PAD 3 Tl J1_ d- T Lill I B ROOF FR.AMINi� ROOF PLA, TI NCq Ft - F3LATtNCq CUT I N WAY O F RA�0,5 i 2 � j Ty F- —H ROOF PLAt--.i ScfvLc — 3/4 = II - O" ! I/Z -L2x2x I It ROOF i , ✓ 2 - G I FLr., �.=. -` L Zx Zx 1/4 JN1 P E D 30 AT PEAK ._IO!NT i I 32 Ro o 3 3/ P"' ID L L!FTINJC., PACD 2 zOFF 2 REn 2- 5..OFF STBtO 51M 575D 51WI 'D E TAI L A • SCALE �•- I� O„ SECTION D— D O„ s TRf�NSFER RAIL j 1 MAcx���E RA1Lwny T'/Pi CAL S E C T I O N A— A SCALE TF2AN5FEF2 'RAIL. ELE V I n INSFER RA1L %-�. -- __-— I _t t ¢Gus,SA%G'fb Z'6"� SILL DRILL 9�6CJS HOLE Fog FUL L LEN67-# �/1 C x I 5 L O Tr �_ D- TOP Z— `� E C. T( O N f^ (� ScAL_.E f l� OVER HA!v C� r2c gyp. TyF,�ROOP OPtvU FwD AFT EN,D N-_ t _�.,--f'•`-- �/,4 ! 6 '!�— 3 FA 5 T E N t_ D To 51 L L IL ---- � —---------' - ----------- I i.l.L - I _,.. II( IIIfIIIf lI1I l C — -- — _ -- 51LL B L 7 Eca �.� 5= s Lf90L7E/ CL✓n/G -- - -- -- - -- - f - rN BAD N: Iz r- - I x /4 — TYP BOTH ENDS %/ DETAIL AT TOP OF OPN j Q- DRILL 9/J 6 o HOLE Z -- I Lq� For, y2' 95 BOLT �Z- HINc�jE A55ErnB1-)E5 RE 'ram 4 x /lb � I �d. PAD EYE — (.%ooR COVEf� 3/6 34 s /IT ? Nor WELDED IN WAY OF OPNG1— /c3 K OD, FLAT WASHER %. 'HE' .x DOLT - 13%4 LON" I' THRCAi) NCiE DETAIL_ 5EJ—T 0 N-i F i= SCALE "- Co = IO� /--- DOOR HA..NDLE CENTERED ON DOOR BAR, G' Lo Nci I% I i iI /2 1. SECT10i\�i a - E., MACHINE FOUNDATION COVER MARINE RAILWAY CAPACITY-750 TONS HARBOR BRANCH FOUNDATION LABORATORY FORT PIERCE, FLORIDA DECEMBER 1973 REVISIONS Drawn v„:, A CRANDALL DRY DOCK ENGINEERS Inc. Checked _ Approved WALKER 0. CAIN & ASSOCIATES, ALECTS B CAMBRIDGE. MASSACHUSETTS pry 101 PARK AVENUE. NEW YORK, N.7 - — — - U. S. A. DRG. 237-R23 � � w b w q i ~ ~ . ___ •q w w > e ` � w w > w s ,e A w b .� w n ti i r G i ,. SPAGCS @ /2- 0 /32 ' O - BULKHEAD — - - �0e ed oe Ate'- 00 0 0 0 o 0o ao ®-d ��- I Co } -'�� cuj OFFS. /a8•SZ o o a to 0 0 0, � 1 -_ - TYP/GF•lL STl7,2ACvE ,4REf1 I o ® oo ©o a® E o SE DRG. 237-�10. F -- 404 0 0 0 0 0,0 0 , o o �o � o o; °.' } _ --- --- -- - FOR F'/LE GUT OFF a o� no _-, oo e o o 0 0 0 0 �'. EL�V $EE OPG:237-/Plo. 7yf�tGALF''lLC- GAP - 5-t7 x5-Ox2'lo, GO G.C.q � �.yNG/2�TE=GLIPSgTT/P<1�1/S,�EQ p� — r; 7 8-; cO oD FOOD _ —oO Jmo f --- 4 --- -- — -- -- - _ o b J O eonrct ATE as Y_� I - Tin �B' c„4 s ° - -- - -- _ ff _ q /VOTE - ILE GC ' :;--FriT EL, /03.00 SEE uR6, 237-&A Z: /2W2ApP,�=D 'Ni'TH `�LIST/G 7O /2" /3E4c�?kI/ h/UIJL/.V� J%�'J�ER G.4P9 WRAPP�© W/TH pGAST/G _ _J G STA d - AhfD SNEATfI�L sVirft j.�.Ai e-0 e aAAZ 5, TO STA. 3fo� C?A/L - . mj 5/ SPxtGG-S <tT /2=0"= 612'-'Q" 2 5PAef'l @ 13-' A'oT£-- PILE CUTOFF Ar EL. /08.52 SEE DRG, 237- 2 7 - opt/ O 7'�2o U SEE D,Pc 23JR,7 yEf OP T2AGtl OP S l „_ �O. 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Z"74 6),vL-y PrLEs TO 0E W'�4pP0 WijH �� C'LAS7'"IG TC 12` E3ECh M4t7L:vc 1 ,� WJ4�N�PuI� OUT T STA, `0& C �� Tr0/t� , A SECTION =B SECTION C-C SECTION 0-0 SCALE- SCALP 3/4 =/-01, SCALE 3 2' C," CAF) All > j j -76 o1 - 75.5/ I' ' �-- L ND OF TRACK � STAr/ON 0 t60 -i /�5 /2,cQU/CEO NOTES— ��� ALL VA7Z /RIAL5 ,a NO Wo,-kam v5HIP SHAL L" BE /A/ ACGOP, 7ANGE- WijN T7-/6 APPL/GA3� SPe�iFicaT/uNS. Z.F�/LE CUT G7FF �L�V.4TfONS A- SHOWN 3. / CrSH SH/PS F�L J' q B� A GOAL TR�2 SATL/QATEO TYPE- FEL j 5h- �ArHbVO NORMA41 >1 USES e M9R///F i¢E2 PEOjEGjrON. /vnL' S- 72Z7 RE-V Ta 4• C�E/i/V//VE /R/5H 5AIlPS :EZ- TGl3E SjAPLf� TO 4105 , GDR '-. 6:9/1VG W/THPLAS7 !C- 5. PLAST/C co✓ez-lmi /7:9 ZEA/DEL ',ET"4,5 MANUFAG7UREO BY O,C' 4PPROVEIJ E / aL . �. P6A57�/G TO BE W/TH,7GAT/N�/t/A/LS AVOSE,4/_c-D Wj7Ff GND�fAST��Z'¢56-�0 f{SXlANUF1GTU p�YP/TT5eLIRGHPGAT� L%55COOe �pPRnU�pFgUf/L, 7 F'LASjlC r✓RAFP1 - f7 i OE2 P/LDS 7Z7,l °P/LE-6ARD' 3UhiiGS TV/cl< A5 MzINU�AGTUR�O E3Y ;l AME,E'45A //VG. Ki/A/2A�V Dt✓/S/O-^.! �Q �?PPRO� EO Eq(,/,�iL,.4NO5;-f.�tLG DJE /NS7A[L�J I'i tt'PE� l 6--,-/21 eEGZ 0W TYr- 1 z0,<,OETArLS OP GOA./CRf:TE 7RAcK 5,Er= OR di, 23'7 R -/"PZLA7'E�� 5PPoe 0E7AIL5 of sTeEL 7.FA6K sEe Dkq. 237 ,r AR0-s /O.POP, CJETA/LS 0F>MAcNiy✓E P0611VD 7-ION ScE DQ�, 2j /1. ALL 7 Alm F >H�WsV SHALL 86 ,EO %CAN' /L/ J. / SG i = F Pr t �i/ F T E Ei: /x COAL TAK SOLD T/Q,V TO 20 41 /x 8 , SITE DEVELOPMENT SHEET I OF 9 �G�q MARINE RAILWAY CAPACITY-750 TONS HARBOR BRANCH FOUNDATION LABORATORY FORT PIERCE, FLORIDA DECEMBER 1973 f� REVISIONS Drawn �` LA �> NE�L GGCRANDALL DRY DOCK ENGINEERS, 1nC, Checked `WALKER 0. CAIN&ASSOCIATES. ARCHITECTS CAMBRIDGE, MASSACHUSETTS Approved Y- -- 101 PARK AVENUE, NEW YORK, N.Y. 10017 U. S. A. DRG. 237— R2 N. q _- I Fi Ex1sT1m6 6Roumq - EL . AV.00 —TOPo� rcA/L F-- N75L a,t, �.�. /Z- r - Ip� �xcAVArE��Eo6� SI=CTION AT 5TA• LIM& 0 �5Q =I V M 5 L EL. 10 0.0 3A0<FILL TO �L'90,5-EL•8�,5 � 'O I SECTION AT STA. 3 5 O 11 EL. //L 00 �L.105.67 - _- 70P cf P,AIL MSL EL 100.00 �G• J8.0 - Exls-rwG GRoan/a U 33 -a NOT�4V�LL~ r'•---------- -- ---- -. _.__. JRED6/N6 ANO;'QR-�XG/•i V9T/ON �NSyijC'E r OF STQ Zy-So SHgLL .BC- KEpr To A1UlN1MUM 5EC--IOM AT 5TA- /N WqY OF 1T4a-w JY TPne,e, 2 00 TiZAGK 5L EL, 100-0 I SECTIOIJ AT STA. -t-p �EL, 105,67 V MSL EL.100.0 �'T,e�tcK £L,68 t ----- / TOP OF RA/L �AGKF%GL 7Z7 ' / r S'E CT I Q Q �\T STA . S+OU I I it I 30' . 5EC11Oti1 AT STA. F+OO Sca �_a- I''= 10' GH>Fl �InI�� �T�eA�K Oo' / 1 U_M51- EL.100.0 A>,PROXIMATE EX15TJN&- GROUND LOCATION 12 EL, 88.0 f r r/ 3 5ECTIOtJ AT STA. 1+00 t-L 10567 TRACK V M5L EL. 100.0 - ToP of,QA/L — I _ --- S1=GT1 QN AT SrA. 3+0 � d t -RACA M51- EL, 100.0 TOP of RAIL BACk'F1LL To FL, 84,0 f DEL, 88 - - ,3o' SECTION AT STA, 4+50 SCA.LE-V lo' --��-MS_L EL. Ioo.O �'2AGK 30r SECTION ,A' 5+5b "=10 Gf,'A�/ti�L --EL. )05,67 Ez- III. O ---EX/STING �rRO�/NO lJ�IE z EL. /06 70 U MSL. EL. 100.0 +--- -- Z�- - B�7'CfJG f �NEA✓RTE OR ORE-DGE -- i; 0+00 r n4p/V vBL Z77ACK 70P Of RRiL _ EL /00.50 f IMSL EL._100.0 . CHRNNEL OE1-TH(F7PPKOX)- 1 1 ELEv. 88. 0 /2 /2 5904CFILL 5EC-TI0Q Al STA. I+50 SCA'l1-I"=10' ,EL, ///.O ,/- ELE;! 88 r EL. 10567 NOTE WELL— . 1• SIDE SLOPES SHOWN K • E+QFO¢Of�T�IKO TESRRTRROf1-L5SES'Q0SC0T/RPHTU CRTES /llMML/M 70 pt'(VI E CLC T FDM SURvEYJ SEE PROFIL0 EX/ST/A C7 GPOUNO L G - •:d . � �gi1�11Nta V F � i s SHEET 2 OF .'I MARINE RAILWAY' l PA •TONS HARBOR BRANCH FOUNDATION LABORATOR FORT PIERCE, FLORIDA DECEMBER1973 a /� REVISIONS GRANDAM DRY DOCK ENGINEERS, Inc.[LApproved wn P\/C� d /�Doso SEG.PS Tn, coo i PSG A 1'SO LH4145r y1.o?r5,�ti, OLT.2G, WALKER 0. CAIN & ASSOCIATES, ARCHITECTS B YARD GRAAF +-3,D R is OAMB�IDC E, MASSACF#USETi_S � 101 PARK AVENUE, NEW YORK, N.Y. 10017 of<.,/ U. S. A. DRG. 237—R3 5TA. /f02 S/� GES AT '2; -a - --- --`� OF CoNCRC-TZ- �`YILKNE/7O �=_r _ T / "c7Pocir --- STAT/0,V" Of00 - STAY/ON /f02 7©P OP 4I i � �- IVOSSTL�C ,2G./BPL2 r3�AF2/NG �I1ACI 5'x /sue' 9S M�C7 BY SS NI :N �BL7 //{/G Co., GN/GAE�©, /LL, O,F I N.T.S, -� T.S. 21 I /5 ro/' SEE KEY PLAN-GOn BETE 7X'r4GK Z'--�" N �# �C"G//AMFee TYP/CAL ALL C'c� _+ c o f 4 8 _ i--XPOSEOTOPES� f�.$S Tie ' a 2,¢n jNT.5 r-R - -, :- - - - - - - - - - - - - - -- - --------------- - _ ¢ SLEEv� =ore � I 01 ' i .I r ------ - - - - - T / x 2 =0 ` 200 ¢ I _T - ; \ �A%L �' ArVGHOQ I 4 ['� fa Z Y1 ' Z- r- 8 8 � 4 1, 3 #8C.._ I �-_a�4�- J,� -� � --� ��- fi- —► _ __ 1---t—-+-_----_—� _ =1- — _----��__- / ,b tv� N' n \•. (— 3- 8 , I AT 12 � 1 LV�I3¢"ESE GAL✓ SCGTI Utz I'211=I`-O" MA2/NE,2AILWAY -# G nAT12"_f - '- - GNA N G 2CU7 G I G D - 7-4Z, TYP- I W Q T --- - - - -- - - - 0 To L See O G 23 e8- N • ,% s 8 ��eOD�cT.4=i C/7A/n/ # J / GHA/N�7. U/L7E G006 _ f� LIT' L1 roZ-5&f S!G237-Z8 Q SK 237-30. 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I ; /4 "x ZO CQOSS T/E I - _ Iv \ n SLEE EO%-4J 2/P�5 G/PSET A l -LNG/TUO/,�/AL 7eANSFER X<9Y5 1 e SE•eOOcG• 237-R7 FOR OeT9i� 3 8 _ ROD, _ U - - - ,Y CRAOLE,gNGH02 PE06STAL I o'„ ,a - I i I - -TTiT J i R) /FSE 6 -All- saOE � � � 3° � �$v�S i-/fP9/Lf� ��i-F° , 5„ - / /O x x i0 '-FOz —� �/ a --- PQOY/17� P/PE SLEEVES ,=GK f/E q0 OF 5 c 237 32 237 33- N �- f/OLE SPAG/NG SEE ' /4 x 6 x /8=0 TRANS/T/0,1/ ,EC- L rPOO -- -� I I I---� --r � - -_�� - ----11--I---- _._..._-Ll __ �{ _ �_ _ _ -_ �� _ -' I �� � o ; / h',4 /L �`' �S�'E .D�'Cal.� • �.54h � /NPGAM H/S OR6, '- _ A H ND (4REQV F�Eie ANGf'7C � - i (-. _--_ _. .01 _--__._. -_ _-.-__ -_ T. - �4 U•E� I I r I A9<Le/NE RAIL lN/A> Z/6 BOLTS /-eq /Llil-, AvG/10 - f / SEB SK Z37 32. 33--/6'CHA/N SL/0E 2-#6 -- 14 ' G aoe To / p 2'x 6" E'9/L = /08.49 � /� a �<(/L 1 ArJGNG es - S EQ[ : L S� {cc$ �" T . SEE SK Z 7-.3Q TYI::'/CAL .2A/L ILA - 2 4 - O 1Cg1L_ lZ (TYPICAL - _ - /4'X /4- GROSS T/B tl- SEE 0,s7,CT/L. 8 /=oR /e9/L FHSTEn/INGi`tpn .PLAN ---- n GHA/N SLICE- EigR >=Or2 3 } ! I • `" " —4 DETA/L SEE S 237- �0. - 4 x /8 N1AGN/NE IE5oLT�4rPE4O� GALS ��0 I 34' x 8 L�„An�H02 t 3 is 2 x O'-//"/Lb FoR A�'PIL FAS7eN/NG,Sf-_E SK 237-39. � L 2 \ — - 1'3OL W /'� �X ¢ x � _ Foe TQAc e 7i Gbw.v. S��TIUry H-I-4 YA20 GRHOE �II GA L$ — { 2" EL, /8.00 1 1� A/C TE5 -- --' I foe GHft N Gu DE SEE 02G Z3e 7-.8 i- ALL VATE2/ALSfI/ 1D WO�KMf�NS/ i/P SHALL 6� /N AGGd{zDANGE W17-H 77H6 APFPL/GAl.3LE SPEC/F/GAT/ONS. I ����-``=1-0" ZJ2E/NF02CEMENT �AfZ CO��R/NGS/CALL g� /{ NJIN/MUMQF 2" I II GLEr;R. L--,- _ 3. �02 24lL SGf/�OUL� SEE D2Aw�X/6 237- es 15E670u j ' 114 �,L' �02 LQCAT/ON OF BOLTS FpiZ { -% � ! 1 GHA/ n GU/OE SSE ORG- 237- R8. I _ _ 1 SHEET P/L/NCB` j Cu- AS Q�y�'D. i CONC 26TE J 1 i 7JE7,&,l L " IE5 -3¢'BL<iVT �00 CUT ANO WKOEO RS SHOWN �%F/GE SEJ7-/NG ply/L /52� 70 �7Ry0 Er FOR (-i�-TFi/LE SK2.37-Sg, /--Qr4/L � ANCH0.2 - /SSE• SlG237-32�33. 1 I I ROD, TYAICAL --STEEL — TKXIGKSEE Xj O r �a,POU7' TO C�2gDE I qs ,e�c;�uik'�o i /-1 LJOWSLS AT IZ" - -- _- �iFau %ni[,eETE Gvr= � I 4. fOA2 DETAIL OP PILE CAPS SEE- zz,2AW/NC� 237 R2_. S, FOR KEYF�GAN OF TRACKS@E DR,gW/n/G 23'7-R5, E2_6vA7_/0ti/ TOP OF- COAA ,ZS E STAT/ON EGEVAT/ON otoo /07-30 Of ZO iG6 B0 O-t,30 Ol.3O Q�"40 iCS• 80 0*50 /OS.30 0t60 04. eo Ot 70 O¢• 80 d�'8o /OB•8a o' 90 /00, 30 /'f00 /p2,80 70- ••17- CONCRETE TRACK ,MARINE RAILWAY i ., -,tAlfrflf rf CAPACITY —750 TONS FORT HARBOR BRANCH FOUNDATION LABORATORY 01 a � s� d REVISIONS A_ ___------- WALKER 0. CAIN & ASSOCIATES, ARCHITECTS 'B 101 PARK AVENUE, NEW YORK, N.Y. 10017 CRANDALL DRY DOCK ENGINEERS, Inc CAMBRIDGE,a' �, -, 3Lo"- i •e Con�c,2ETE Ti¢gcrc - /02' O• <1. (S�� D,¢c�- 237 R4. -- FO.Q C11,fl q 'L " C-;u/pE see STgT/On[ O'`Oc7 SK 237-27. woe G,ygi.V"U.'Gu/.ate /S'o' 20, HERO OF TRACK .SSE• SK 237- Z8. A " 1 lv IFAGH/NE F/JN.—. � � I I 7- /g GHAin/ SL/OE S, FoR CONG. T2 ANC/T/GN 2gJL teat �, -See 5,t- 237--3o. i GwE,2yLL LENGTH OF 7A-:Z•Rc./c- STEaLT,zgc,�c = ✓r- 58'fOv�,¢AL_L_ - - !3 T,¢'vGfc SEcT/on/s "TYPt•• �' �.3�'-o"Lo.vcS EFIcH, , - - - TYPE G ' (fro =0" Z_ IN �7-16~CH9/N SL/pES REqua2S0- See SK23 7- 3/. J F--=B \ �; - '�'-- - /�•2,2A/✓GEMENT OF � x/¢/' _ -- - - 0TZ��VQ/AJ .>^L/OE �-.J'IrOERW.9TE•R S/-/.EigvB G/-lSE k,/EY PLAN - T ► A6K (sEr: s,<e27 3A s�E oeG 257- R 2¢. SCALE- t V'L7G SECT/ On/ if If 21 117 Hi -- - — - I Al� 5H6.nVE �fISE —. - I � ��� �I I � / S t7¢o. --/ z 24 { CHAIN 2.91 7 �ETa/G. / I � sEG fs.�J .STE= � L. u T/O/J J"PLi GG- T2Ac.K ' 0-1 �caLALD2?JL��N4LE� ''I fL`' (�UssET/%x¢x/'5" 5. I 191 --- �- �CT�+ _ + 18'o TYPICAL 11L It TS8 8Xx.375 �/ossr�xRusBEz _- _ _ -. _—•.._-60 1ZEcxf.>. CRosS TiB �0 8 is �c-.�' GLu�oTo �c'a/L !�/ .9s I _ �� �- __ — - -. - -IL I I Zx - ..,:. J S sPAC ESC�Z 4 7-0' I©' I GH/G G0/ ILL.,�;s/OeCgc/aL. ¢\ I --- _,ToP -J`EEDET�/LF7" t4F2lNE EflL1Y9y. - +- >:r /,. -7'707" 2 I -TS8x8 /6"GHa/n SL/o� Geo 1 � a - - 3¢'ANCHoh' OR/ �T 1 /6V ...- _ " —'— — �_.—.- ---= — BOLT SEE S/< 237-.35. fJ/�1GH02 8A2 r6�' �/ - �J`HEF7�@ CF75E Goniti/Et7i9R t3FRs q GRoSS TiE TS c`3X6n •37S z 0 7� S 0 237 17 /2 i RO- E'�cE/ve GusSs o-e To /I �c GTION 8-J3 -Ts 8X8 pNL - y/ r -_-' _._. _ SGF.,-EC.2oS5TiE -- / �� A _ 22-0 " 02iLL 6 holes by 2 x _.-_.. _.. . .. AIL-- -CD -.. _. __ „ SCALE^ t,,it2".—I,_Q... I •.:.:. .„ ,_: s, - i , L.6x4 - _ /� A a� F'L7LTS(C2NocesNECE �,eY _- S E GT i O tit A -A 3r I i 2 S s�o wN /N SSE T�---- , L• � i t _ �OVIOE ScoT /X" /8 va II � /I' / WE45 To REGE/ve TY/- kC RIL lam' p 1 I I �— j Q=-TAIL- 11 �n , (I /4 -�@ _. __-_ 8X/¢X /B -D' LPi9iL X�' _ — ttt — L 2'X 3SL0„ ,9/L TOP OF GS .- _® �--�„TvP � .3-Q '- ,.�'' _. ,-,}.-i-f .. II i._ ,,r, - - --- �- �„ BO �L?ETF)/L- ll/i9 N• _�3 SPAG65 cgr 2-4'=7_�O" 20� 7 STAGES@ 2� 4 "= /G'-¢"I �_.-_.-___- a«�+ a-•�'--_- �O 3SPfiGES'Z-4=-%=Q' V n pN} I O; ! - —TaGK WaLo MFaT/& L's �� / YPJCr9G /,v+GK S�-GTiON .36 'I � � SEE ' � � - ' -� THEN DR/LL I"I�iOLES FJND r�ERM � "MOLE �R I I a ((� \ _ ��`�Q'O. Foz TicSHT F T OF 1 x c VAT I C7N — 5_Fa E L 71zZAGK SE GT 1 U f,1 (3� I A) 3 xp 3 3/6 STF7/A I s STaL_ Mace, ir1 �-- L BoLTS,F�FTs A WELoso I / -UNC T uE /—SEE DC-T9/L g T4 X /2 x4" TYP/c�E ee ©g aR Ncs ado / I I f3EaM L�N05 ' S/a�Lc BE ,��ee'2 • �' . C, '�� O g 9 Z rs' r CEP R FoR SNiPM T _ TCFNSIT/oN 2A/1- Trt?R/L--245 O RA/LYne/Ta x � — ST EEL E E L T R AC `SA - i3._ �>_-- MARINE >� ARI E RAIL WAY M WA Y — ---- -- — - -- - -„ OaTAI L- T;ZAGK sE:,�I N Lam_ tA�� S�z� CAPACITY-750 TONS SF' 1r I G iv1ATL. - �I� STa INLEss STI-. ` HARBOR BRANCH FOUNDATION LABORATORY Con/cR<-.TE T,eac� I 3 SF%4GeS�2'¢" 7=0" 20�2 i 3SGAGES @Z-4 =7=0" /4�' ��o"(TY�ic�1L) 2��2'D•'- 2q-O COMP. W Nu 5 i l4 FORT PIERCE, FLORIDA DECEMBER 1973 s4 /L/AGH. BGLT �>.�'✓YATIoN°�ST�.�� T��rc-K Si=GTION 'f Drawn A__� __�'�'_— CRANDALL DRY DOCK ENGINEERS, Inc. Checked - WALKER O. CAIN &ASSOCIATES, ARCHITECTS B� CAMBRIDGE, MASSACHUSETTS Approved L 101 PARK AVENUE, NEW YORK, N.Y. 10017 I--'--- U. S. A. DRG. 237- R5 a a a e ^ I /G r #�' WINCH 5A5E 2r 4„ � pAD ..A., r► ScsaL>=-i'-ILO' ELRVA7101NS -"OR 7RAKS_ SUPPORT F'TG S_ FT7 ELE'✓ TOP OF FTC7 ELEV TOP OF 8f/5E FP * 4 IOro. 27 106 48 " e 105.77 105.9E 1481 105.27 105.46 1 0 1 , 04 - 77 104.98 j I Z 1 04. 27 1 04. 48 141 f03.77 105,98 �" 16 C 3 27 103 48 161 I C2 77 j 1 02.98 10 %7 IO2.48 101.98 #20I '7 - - - 1'7- i01.48 100.98 8� ;,10 (14 16 18; ¢#¢ 1-7 .- 4 %2ANSFERcKLEANGNOR - eI8 y I b a fo.e Ca7-AiL 5�L- Sk Z37 .9 4 ,R u T �-dR �oLTSP.9c/NG SEA T/8O BOLT � a `OeTy 'V 1- ! ` le 0 Z #� c? 47 -- //JT OTTOM BA/ZS C S�GTION G-G N r 20 22 2 6 N Lj - .- a I WINCH BA5F PAO i I � � I I: 12'- 9" I I —FOR DETAIL OF 1A-I5ERT aI SEE DIET B, DR(� 23-7 - R-( I F11 4 a 1? IL L E.W� EF I j o I I I SECTION A -%A A -A/ SIMILAR I I SCALE �B- I' 0' i tiT�15 ,i I WI/JCH BASE i PAD'15" _SECTIO - —' -F— DETAIL BELOW N C� 1 t Ho15T SCALE 3/8"= I I � i _ i � :;- LONG CHAMFER AT ANCHOR � (� t I T � B -*6 i IF *J! E +j j 1 _T-T f- - --- - 1 -` I nn11 I S V 4 - - --#¢��o "CONY• A BorTon r 6ARS #4— _I2" Y ° �11 d I BYCf R� I I IL IT pfI �� #� I - f h ROD I 1 TI' I _ w -� — --Ell I- 1 F B00 Wiays LL 7 R7 F/�STC7EE SK 23739 V, I N �>FL-AN STA /oAv Ot �9= APPROX BORINCa LOCATIeov GAT 9n/o WELOEIJ / I j C 1 ON LIJ IleI PJ-c,F S G THRU D PENINSULA ENC-1 CO FLUSH �JS SHOWN .Jos No. ST 110 - D- 2 VA, �'q/L ,/' %O FOR DETf9/4., i\ '3 -i�-� "-�-4_ I 1 I I 1 F7i.�ctioR BOLT .SEE SK 237-39, - 20 RAIL ML FA5`cIyi.\C7 � � TyPic,9L L�rVErTf^f S -� 42 to EQUAL SPACES FOR BoGT ,SPGG�. , /2'� /2 �O J��'.5• �.3' D /8 -O \ F_ 04c, I—,v c-& DsTA/L /�,e - Ss� OBTA/L SEAR/NG 7 b A 2 FAsrElnnry m Z A/vO PA/L Fi ENO, � / _... SEE OE7'A/L FO•e i `—TOP Or=6Xlo SPA/L i`-'TOP OF GONG.¢E7'E n -- --- - - a s -- - ---- — I - -- - U I -- 070M 6RR C 1 = a �, G @� o ,� u, G (TYP) W q' — W �U f .�'�4U�/2��/h� I DRc,, �1 ; '� � / I W'01/8 .5 J - - LFI - - 0 I �f 1 I I - Q 237 R7 \, C} J I� �T I so � _ �- I v-I rrRANSF�ZSuaopRT-��fE SHEE. 1lC X f X P TOP OPCONGRs7E— —Y s TOF'�FRR/L —\ FP i�4G RA�I / END/Ny Imo\ �/— - W O /� E DRa Z37 R15 AUCHCI DETAIL 3 � T o l8 — ' I/` PARTIAL_ PILE /2 SEE DETAIL CROSS S1=CTION //0.32 - - /// 07 / �NAB� \ — tt __ - � CLARKE4 K4PUAUO ANCHOR BLOCK FOR _ — - _-- _ t._--_- , � `i °C�OUj- ',. DRG 6-Z I WALL TIES -LOCATE IN 1 1 ) TI �I Q `FIELD SEE DRq 237-R7 HOL%i L-- lll (5Ee DET.A DRG. re57_Q7) 3U Q —_ -_ - l6 fiOLE — It / - cx1ECT/ON (eYOTHELzS) '-+ I j [(] 18--' ¢� } I 4z 7$ „q� BOLT � V` WALL TIE - W 5v C R - WaY ,/-lnlo .' - T -- — - - q - - - I qL 1 ♦ I � I - `JHEET /LING 5 Z rr�f�/L i - O F2 6 a bl CFP �& /__7 \ / �BY OTHEes� I I - 6 COAJT. �E _ � PLAN � 6 co/vr r rL / i d 4' O -) B- e— _ .STOP B 1- 3/4b O 8 AIJCHoR 5oLT ---- - - - -- --- �-- / o I s T 12' I GAO ; /S" - � I ' WELD To TOP OF Fes, CuT FLUSH ' �; ` , I 42 A;r7E:R RAIL BROuc�HT TO gRADE. �' . �I 2Z/2 ' 22/ 1 SECTION! I3-� „ n r7 t -- 7 IQ=_ �zs L �% N 04� 70 0X /0 LO'vG MACH- BOLTS 9n'CN. CO/Z _ 1 + - ----�---�--�- � / / , I/1//TH �"='<c✓�criO�vr F��¢ f3E.4RaT�� r // Q�TTCyyI r2E-8f^7�GZ5- TO SNIT �/LE WAGl_ 5 E C T I O PJ D - B SIMILAR F� t5cI_T/�- 4- E'er 'O. C7ALVAN/`c0 B S/ j��r PIKE tN9L L 5 -O -- -Ti B�AI2it�l� TYP/GAL SIDE TRANSFER WAYS �Ac.H �G.aP. Foi¢/BEAz/NCT > I ---_. -_ --� E - qY AND RAIL f� �NL7S z- 6 _� xCEPT�4 f``h oTt - 2, 6 OE;r,NL SEEQnZLi,23'I R/S I ti O J SGA E— I -0 PA2T Pi AN �—� ,\ �� SSE SK 297-34 FOR i �_ ` a. o �� 60LT5 4 T MARINE RAILWAY #4 © iRf/NS FER AAICHOR ASS EMBLy � 4—� -. `JGA•.,L-E --- 8 =�-O �6 T »-� CAPACITY-750 TONS ,� �- "fix o - /o BOLT T�,zc/aoEo -� I HARBOR BRANCH FOUNDATION LABORATORY -' I � x63�orJ✓�EGaT4�©17, G/pTqNT�GK�oqONaNGoG/.-�JSQuox4, 1 . 1 ° QI 1 1_ 7-o� ��,aL ✓ F ° FORT PIERCE, FLORIDA PTT � ^' 7H/_5OZZ-T,�4,LTrP/cvL t1/9)'/VU2, DECEMBER 1973 -- - 0a l2®2G�2� / P - �-►A� i DET,41C"�II 2rzL7 �I SECTION F- F " REVISIONS W I N C 1--I EASE PAD Drawn SECTION E - E A�: CRA DAII DRY DOCK ENGINEERS, Inc. Checked 'J ScAL_E -- 3jg" = I - o" SCALE IL - /Z"= I-o' SCALE- �I/z"= 1'- O•• WALKER O. CAIN & ASSOCIATES, ARCHITECTS B'. CAMBRIDGE, MASSACHUSETTS Approve 101 PARK AVENUE, NEW YORK, N.Y. 10017 C ',!- U. S. A. DRG. 237- R6 IV `I 1 � \F ■ s e - - -- ------ - - - - --------------- -53 ' %-[3�RYU /LFOa )THEes llo. 92 -7-- --o- - ENTOL. P IIOTI F lOQ,7 072?T/O/v0OO It .07Tz004 /L FLoo.¢ SLgB 1 I I. DO' HO/ST 1I 6 6 I0 NII C�RouT ,TE 7 Z- PLUShF-/5 SNOwN �=i4 6@NTROD;C TFA/0 WEL�Z #� , I TO C7RAz)r-_ - - - - - - ,O 710N A -A SEG -� L _ ---- — A =O �LO ® rFiG� a Sf=GTION 6-F.3 DETAIL -A - I-TOP62)- ¢ETc OF �'X98 Qy�L 7Wx "%?AIL F� CN/P %2"x 3- 3"x %zx O' 13—/' BLDG. ELIU.DO -� /1 - - ,. FOuT --------- ----- ---- ----- I ASL F OoTWG � IN FLOOR -_ TOPQFjiq/L. LONG C//�IMFEfZ AT ,:/A/CHOR ` O..C. Fp12 RA/Llzt --RPPROX;'Mr9.TOLOCg7-/O/VOF/3OR/A/Gs.91X5 - - I _ ELE✓,QTION l!l"D'J LOGAT/ONS. F,95TEN/NGSE6 AS 7RKEN BYPE,v/NSUL,4ENG/NEERING Cv. \ \ (a/ ' L_____� •37 3�. I , J0g lVs, ST-//O- J-2 , OcTOBEe,/973_ ' _ To OF - � FILL GAp 1'U/TH FOR LOCATION OF SHEET] - /=,'S MFiNUP.9GTUREO f.3Y Tf-/E I' ` ----- �---Co GON7'.B,�ND.CbwN �- „`""� Pl-AtJ TIE Ro DS SEE C 4 R - �I I ��ORF7 GHE,LI/GR(� �ORP �� %NTO FOGTiNG, C�JLOC7 TOP OF CONCRETE FLUSH WITH I-7/8fdx G MACH Bo LT LOIJG1TU0ltQAt--. TQANSF�R AR.aA I DRc� B z .. �� rp N PIa%4..AO�LPN/,nIPA., OR EQU,gL,' . i SLaB FreE,4 ONLY, i 'r _ 'Co TOP OF CoNc. --- --- l : _ I � No15T BAse `JGA�-6 — 1"= 20" � " � � � ¢ �, •.• / L.9B - �6S ' r I MOTE r - I N WELL Lama, �X-O�.S ' !I THl.5 DETRIL Ty, Iic 'L c SNORED/RECTion 3 ,/ i'` �L n- d DEAD G rOR ' bi5.' `� i x 1 _ 4�ZI I� fiOLE ]I TIE RoD, PLATE M O O ST- HOIST 15 - I --� ,`� (5Y Ct,` R� EN/NG /NS/OE SLOG-" — I 6 sq.It W /6� Hot E ' r NI I /1 _ SEE' 5ECTiON R F9. x(o 1� `!/ /6 HOLE i - r PIPE SL6SY0 I a, - Ga GON ,-•"�V 3� roM 4(Oox IH'� DEEP CONCRETE ANGHORI_'__ a--�^-r_- I BLOC.IC BELOW �T C+1 _C. --._ -O- 'I '/ . , IBENT ROO�_0."uT F�NU WE f — � STD /g HEx MUT - _ p� Fa � E SP �� ,j� T"PEADED END FL USN T SHOWN AFTER SE7%'% , TH ` .f 3 -� \ ,.,�_ Z O ; �INGHo1z Z3oLT SEL: Z37 gETAiL C?F SLEEVE I oN C-C bETAI L_ — RAiL PLATE � = D E TA I �eouT- o' FASTENfN ScAL \ P-IFTo 5Ut-I- WALL- TIC Cle __- f.5. F3RCK SY5 T EM USEp. - 4 �-r _N /„ I I - 34 C,�x O-8 47/vcr-�o,¢ BoLr I HTion1 O�`00 O WeLo7b7o.=OF An, Cu7-FLusH 2'_G gFT6R A?4/G. /5 BrPOcuGh/J' %O O I ~ G2AOH. cD D ETA I L - A 5- B - '8 - i F'LAKJ VIEW E c OF BulLol V �- `Ct�1t�S SCALE-O' � -III¢ - \ I SLAB zZ/ ZZ/ZBOLTSI FOR H sTHOR �A-I 1"-COI Illeee z SEE DET I3 a CONIT. p IJoT e : —FqG@ of is , E30LT TO BE IN PLACE I p BU/LO/NG SLFIB « �� DURIN CONCRETE I LACP_I,AENT i G � II � j-9 �i��� CoNG,QETE coNr. ' ,. ,; . �� 2-�°' .., C O237 /P2. I , t j - - jT=* - - , --- - - - - - I , II 1 7 RAIL PLATE SCHEDULE T/8 x 20 PER Wr.Y = 360 pp _ f I - G T/8" x 10 PER WAY = 10' /2' ® (TYP) @ PILE-5� g�'TGMGARS� @ P1LE5 n07Tc_,Va � ..K (T PILES. /2' E j I 2-6 - { a6 T B" J 1 / 2- 6 I N (TYP) I PILE LOCATION5 (T7P) 1 D ly D ly' LA REINIF. SECTION D- D S B ELEyATfQN -"O (BY OTHERS) L D SCALE - I' - I _o` 2_ �, I OF CAT- I1I.00J 7rtoap�=rio"Cc7NC/Q6TE �i1P - - - - - - - - ) 3oTTOM Baas 4_xP ✓7- p LL Z-�6 C 7 /� a ! 1 —# V_-:-.__._ __..- ___._.--.— _.______-.. OETfD/L 3EGIR/NG .%a5i �O- I � �- - RAIL Era o g x�o PnlL a I z fi _ I — - - - - - - - I: :, - _.. __. ---- ---------. _.-- _ - - - -- - ----- --- -- --- -... --- ----- - _.. .t. J.. I ----- ' 1 F- F I I i I R,�NCr2ETE TRF%GK t d- 4 4 ' © A � _3 � _ _' I I \ "X 6" ,/ 1 SEE O/e 5-. Z37 R 4 '7/8"x /0',50LT r7ALl/ �I , a • � TYh --- III �8 C�filL f�' SEA �ET' LS W/2° �Yi o✓EGT/O�v 4 � ' Z � 5' ----- _ -- I DE7"la1L FoR FaST�Ni,v6 / / EE R /i�FjGH/NE �OUNOFI T/ON f'-O � � _ � CorvTavuous ,� IL � V OETR L5 S DaG• 23'7 R 8 -_ ---._-_------- ZO' `„ RAIL TYPICAL LEM(I TH SEE Sct16^u'Lr_j � N -�— ----- --- --- e 4 SPCS. @ 3'-0- 18� O II Iz- EQUAL SPACES - 1-0R 80LT SPGC�• --�i•I �I PAT �`"�I-:`�N \ �/ yr4 n (ANCH02 MOLT SPCG.) GAP (iYP) ._ TRANSFER ANCHOR sr4 © TOP OF T/8 KG' RAIL 7--Top OF COIJGRLTc- .✓ �L. rlo. �z' EL.til.Ov' t2' I / AssernaLv 1 I 4 L� CL. IIt. 07 —2- �r - - - - -- --- - _ SEE 5K Z37-34. i ��. -I - ----� - GL I I• • • N ,—TOP OF SLAB j _. � _ I I�_ _ _ I�'�•Z � 4 I � 1 - , 4 �ALU, TH2FADftD7i774- TO I 1ZE: j �APVAt�O ! LVIL2�1�r1 .�NIL2A �1-%A&I 9-% tAIft wrl ---�oq NUI I WINAL 1 NANZ N W/aY �4 3 AY :5 E C T I G ti F — �- MARINE. RA I LW oET�1l A CAPACITY 750 TONS SCALE.�O.i.•..D!K4°-Q��x (8� ANGHOSZ BLOCK FQR I GLARK.E 4 rAFUA1KD CJfZ�;.13-Z1 ji � 2 �6_4f• _.._ --_'0467z8 Z - TIE Rous Scr TNfi=zN MOST WR1' ONLY ' HARBOR BRANCH FOUNDATION LABORATORY IL / s E cT I o►v E- E 1 FORT PIERCE, FLORIDA SCALE - 3ig -i-O I-..5 __ . - _ DECEMBER 1973 _-.. - SECT1C�t�l -� REVISIONS Drawn uC _ A CRANDALL DRY DOCK ENGINEERS, Inc. Checked WALKER O. CAIN & ASSOCIATES, ARCHITECTS B� CAMBRIDGE, MASSACHUSETTS Approved 101 PARK AVENUE, NEW YORK, N.Y. 10017 C'. -_-_ U. S. A. DRG. 237- R7 0. O O - #6 I-1 12"'O.C. \, - #6 ST2. 12'"o1C. i -- - x� I 5EE EET1oN FoR �9�rOM S RB I 3-6 57R, I 1 1+ R 6 I PLAN C TOR 0E7,,llL5 SEE D.tG, 237-R4 II— #6 n 3 6 �36 -� #6 n- - - — n t — # 6 n Z4 12 EW SLAB STEEL (TYF� 1 j.. .. , is .`.• -�' rt - #6 STR. _ ` t-- #6 •STiP, .I I t 1 10 t - = z e — df.6 1 ►� J� #6`� -6 V`C @ 1 Z' 57R 76P 6o-m OF 5L^15 — —� a9 5ECTION 3-B N y N • L D 4 — 6F0557_iE-F0,e .DETAIL 6 Jte. 12"0,C, 6EE DR6.237-,e7 - -- - E9C9 ,k)IAY I STR, �- —! '6@12� i .+ i — — — 2- 6 STR.— M - - - f -#6 � I ' a � - - - I -- I r i 04�6 -1 �I t6 X FACE -£AGH L✓AY 06n j �-6n w . f T ` — 6n 3 #6 f-1 #6 n #6 , UI ICI f: 66a Ar- #6 @ 12 " STR. TbP J,60-, 77 0� F7 � �— V111 11V1 1 1 1 VV 1 VI YV HARBOR BRANCH FOUNDATION LABORATORY SECTION C — C REVISIONS WALKER O. CAIN & ASSOCIATES. ARCHITECTSLA 101 PARK AVENUE, NEW YORK, N.Y. 10017 4 FORT PIERCE, FLORIDA DECEMBER 1973 CRANDALL DRY DOCK ENGINEERS, Inc. Checked Drawn_t �' CAMBRIDGE, MASSACHUSETTS Approved ' U. S. A. ORG.237— R9 / Zn WEB /2� 3'--O 777-7:07=77-17- '2 - 40 8 -- CLAN — "TOP GHoQ0 .SCALD I. �I 0 T A a2 SUPvoe7- Post 237-R/Sj-'o>e OET,v/L, sEcrio/v y -,� i� �aLL.nco, 7Y�;cAL 131 /7 /QX/00/. _. TS .3x3,a .3/Z (TYP/GAL — F/ELO SF �TYaPca[.) iiUL/NG �" V�CT/G 9L S'1 7YP/G9L Bo7 GUS8ET /�IEA.0 S//7E� FARR S/OE GHO.QO `. Y�L/CFS �COLU/L/N-F"O. 75 �P/GAL MEGHHN/CAL T�3E (%S'P/Gf7L) POl�?T 2CJNN 2 �5; ee�a.e0 S/(1/LAR� 1G"PG• 520x654- I i 2 3� ® 5O © Q7 O8 10 I 1 12 I3 14 I5 I6 17 18 I9 (2D 22 23 24 25 2D 27 FT—e r0) r ' \i{I\ju `op Q r--�' t� �1S hN� �,�'. N� �' `1� �xoI _ �i N �I N' i W � �.L6x4-x3p -1- J t A vTAIL 7 - G /Sx-33.J 7h/MMER TYP/GAL, F�.¢T f�.VD ST�7 //>°.2/6HT�SL.�7ND5 SBE 3. 03 7-,<� /A 0 )eu1v/vEAzl o/eo/N'tTEs )ETA IL""A - FA/VTF ,t3�,9G//tIG l'. ALL /-EATER/ 4L,5 WO.e/<M�4/vSN/P SHAL L ,BE /A/ AC,Gp epAN T/�E A�PL/cASLE SPc-G/FicA-rion/s _ 2.A1-L V,/E4-05 SHALL /=YLLET A.VD WL=Z OEo ✓01A.17S MAOE uti/LESS �TN>;ev✓/S� NOTEo_ 3. ALL HOLLOW SFCT/OHS f �6 7O MfaOE WAlE�'T/GiiT SSE C�FG. �.37-�. // per' LQWE.�CNORO ,B.29G/n(!' �%ti/D OE7Al 5. Foe ,euPvwE,e QeTa/LS SEE preG. 23 7- � /2 ,4Pvo 23 �R/3. lo.Fo e Bea v� Avo BRAc/n/G O�q/Ls S�� <-,& 237-.e /4 AAvo 237- R/5 7 Z.37 A /IC. 7ET.4/L r� •- w � GENERAL STEEL AR RANG ;13,1 1J Y �a 7007-r7rOAM,• :.• • SHEET I • MARINE RAILWAY CAPACITY-750 TONS HARBOR BRANCH FOUNDATION LABORATOR <, FORT PIERCE, FLORIDA DECEMBER 1973 a WALKER O. CAIN & ASSOCIATES, ARCHITECTS B 101 PARK AVENUE. NEW YORK, N.Y. 10017 C EVISIONS Brawn CRANDALL DRY DOCK ENGINEERS, Inc. Checked . Approved CAMBRIDGE, MASSACHUSETTS U. S. A. X. 237— R 10 2 N N U 0�m N� Q� O h� �2 � A - t W� z3 4 / f% 4-4-1'VC-0 CQNN�GTlO t ✓ 5, DP-74 4 zUST/FP. f� E N 2 2/P FO.e ,B,P/oL IF cf/A/Jv' ca�v�Y�-c�t�aJy „ ��T�icaL Ovo /Vo. 8ti/s. � I I I 1 i '3¢uFiFaUL/N6 �7[(SSET SEE QETA/� ySET /� - II , I I rl i a I I f=-- -. 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L ij-'F- ----�- m- I 7- �' /,3 Fo/e I : COMT/NU.�lT/OA/. - t Y , y@t •4 8++f-� --� *� -., /S" -•e %2" '34/ TLATCH 6N HOLES F/TTEO /ALTO %t'UNNB'7Y, i r e j=- I Ii II V ��I S eox 65.4 Run/NER A� - I' — g y ------- a- - I - I i-Z'�07T0i/ - ' II L,9TCH ! II I � L�rcti,9n�L� 1 � I I ANGHO� ,� FaR OETa/L \ i QP W 24 3, /20 Ts�i�/C.nL EAGN �wp 70 r� H �I �8x6"S/oE e4,L Ti (TYP � e _ T _ �- �- 0)I -- ! + i �UNNE,¢ 8 i{ I I /CC/NNER Y — ' 3" �38 HEAR/n.G,2'SEE ,. 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ALL /(ELQED ✓O/NTS ,9.ee TO 6E A/ADE GI/ATF¢T/GtlT 6• ALL Td` COLut./,VS �irVO ST/FFENE,Z /�S T LSE I�17-TEO 5o THgT HERE /5 LJT ToP 4vo P.,nTTOM, C/NLE55 �F/OWA/ �TyE,eW/9E. %Sf-,C7E f�'S SHALL Bs TG/vTLY GLF7MPE0 TO /f'uuNE,¢ SEFpPE Gt/BGD/&/G/ TO J,U.wXE C'avTiNUOcrS BAR/n/G. S. ALL KfKOS UA/Less QTHE.C4t!!5E �TEr> SN/aLC 5,� mil/Er , ELpy. u- � �UNNF�Q �TTOM CHO,Q C7 T /-a DETA I L'`C--g" Di=T/-A I L„ RUNNER AND DETAILS SHEET I OF 2 MARINE RAILWAY CAPACITY-750 TONS HAHBOR BRANCH FOUNDATION LABORATORY FORT PIERCE, FLORIDA DECEMBER 1973 REVISIONS Drawn A CRANDALL DRY DOCK ENGINEERS, Inc. Checke WALKER 0. CAIN & ASSOCIATES. ARCHITECTS BI CAMBRIDGE, MASSACHUSETTS Approved 101 PARK AVENUE, NEW YORK, N.Y. 10017 ci U. S. A. DRG. 2.37-R12 4 e A5 sHowN 12 13 14 15 �16 I 1 I i II j y I � III j ] r jd ICI j �OeG. 037- e/4 Foy OETa/cs { ii q� II N I II I Ilf �II� i it i it I � LON/LOF 5I.5X42. ✓— GuT FGHNGB ��s v To WE s WELO/A/G 7z:;? 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SHEET 2 OF 2 28 ONLY SGAd-E-1..- i _ O° MARINE RAILWAYlw d� " CAPACIT750 TONS = JCl_. l 1 V N G.i'Crtp i�o -/�" : � r /S NoLES f Arc NoLES Y— - �� Scn-III—II N- _ HARBOR BRANCH FOUNDATION k �8"� ON LABO RATORYt r ` FORT PIERCE, FLORIDA DECEMBER 1973 UET�.l1 kEA,RINEr 11- q I n 2 a- ii REVI IONS Che key ✓C GT'V!i ✓—:✓ SGALE—I —I—©'r la Y DETAiL-i3�ARiN� a CRANDALL DRY DOCK ENGINEERS, Inc.Drawnd Appr oved PLpryWALKER 0. CAIN &ASSOCIATES, ARCHITECTS B CAMBRIDGE, MASSACHUSETTS 101 PARK AVENUE. NEW YORK. N.Y. 10017 U. S. 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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. H [Can Ir X, MA W 12 4D WIZ x40 GIZ*Zo.7 y G12.20.7 G12x20.7 r _ W I CIO 71 r r r r '� r r N N ON N N ON N n �_ N r r p O r r O O r W24xColr W 14 2G W12—Z7 x x W24.rolx x x x WZ4. 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G 12 ✓.W I W14x2z DO CO W14_x2G W14.zCo pQ d fi x K i N � I DO 3 DO DO DO p0 W IZ4 # N N N DO x DJ x GIS x20.7 3 3 3 3 N WI2 x27 cx Wt4x2Z W14 x2Co DD DO 05 d 5 I `\ N N n I 3 3 W12�.s3 3 WICo�31 3 _ w;4x 2!o wf4 ..�o Wta ><-zr� W 14 26 I r r r W12 W24xGIN x x N W24.G1 N W14x34 W14x'-4 W14 x34 Wi4.34 - 0 0 � 0 0 W i 4 x 53 ' W 3Co . 135 W 3Co x 150 W 3G x 135 3 W 14 x 53 a-46 . -- - - - - -T 15 I4 13 L I N s FORT PIERCE I I � 14'- 3" 12 8�25'-d = zoo �O', I LGr 1 I 10.4 10 ROOF FRAM I NG PLAN! — PAf?\T I 5GA L E : I" = 11-011 FOUNDATIOI\., ST. LUCIE COUNTY, FLORIDA 14'- 3" NOIZT H RuIm LdwM1lm Z5'- o" CONTRACT NO. REVISIONS NO. DESCRIPTION DATE J Z c Oc>�'9 Will E DATE DWG. NO. a_ _ -:JWN 12�1 7�73 57 R001= FF�AMING f�LAN— f A fZT I WALKER O. CAIN & ASSOCIATES CLARKE AND RAPUANO, INC. { ARCHITECTS 101 PARK AVE. — PLANNERS NEW YORK, N.Y. CONSULTING ENGINEERS & LANDSCAPE ARCHITECTS 830 THIRD AVE. NEW YORK n- ti a , N Y CONTRACT NO. R EV I S 10?1v DESCRIPTION I 11 f 4- C9055 27"C;Ir-sla c() THI5 - ---------- ---- -- WIZI III w 14. ri -r-i15 eA-r `77115K5 OF CO. '-;i.�zI.- - -2lD5:5 5reAclt-je T- Z I (- !7 - 4m) 14-x oSZ- —Ia; - 4) 1 -7 i Lp Vj 17 1 � 1,71 -7 3 TI -,-Z 51 OF Co. Co. IZ L C,K05-v E"CIINJI-7 I TH 15 PLAY — OFF- N S A 0 T. LUCIE COUNTY, ") T15fK5 OF a.(:p - 1`4 L (Z;K055 5"r-IN 3 7H I E, 15AY \A) Z I x I Z-7 T-Z 7 - 71-& GROSS P�t�AGNG THIS 6AY E 8A. 25 TI _0 OF 4 1 4 L GRO E71'KA�,INC7 Ll v,/ z I 1 -7 Co- 7H IF, 2PAV 3TIEK5 OF tCo, LK05�5, E5FA INC; TH 15 E5P%Y DAI E 12 , / '1-7// -73 DWG, NO. 58 INTff KMEDIATE LEVEL FRAMING FLAN - f=Af?7 WALKER O.CAIN & ASSOCIATES CLARKE AND RAPUANO, INC ARCHITECTS - PLANNERS CONSULTING ENGINEERS & LAND' APE ARCHITEC-1 101 PARK . - AVE. NEW YORK, N.Y. 830 THIRD AVE I,IEW YORK, - CONTRACT NO. REVISIONS NO. DESCRIPTION ME C IA- - wFG x 40 ' wfC W14 x30 W!4x30 I 1 I I, g p SV h Lo I 3 DO DO I i I — kb t tti DO 0 ' tu 0 / \ I 4 Ul i v N. / flo I j t W14 x3o �o L WIG 40 L - — COL. W 14 x j0 W I G A 40 w Q J L o 0 0 0 4 DO 0 !B"x2" FLANGE PLATE 5G'16411 'Ji e° WEPT PLATE ul Q Q i „r V lD w eC _� DO � DO t9 DO Q Q _O DO ,Orr J U � ROOF_ FRAMING PLAN - PART 2 SCALE: Ig"= If-Orl 16'-V FLANGE PLATE 50 047 ELF -VAT ION OF ELATE GIRDER "Cp I" -- SCALE : 38': I'-Og NORTH l� rr w Q C) IV uw F- J d. 40 18"x 2° -' ANSE = 5YMME7K!C.AL Ae,0J7 N ✓ I ZiX 5G'/g40x I' O,� u S 2° eLANSE� FLAT AT —� � N SECT ION SCALE: 34-z I'-O" I - SCALE DATE DWG. NO. •'S SHOWN fZ OOF Ff?.AM I NG PLAN- PA7- 7 ' HAR81"3"OR BRANCH Fu"UNDATION I WALKER O. CAIN & ASSOCIATES CLARKE AND RAPUANO, It .". L I N K P O P ;y P w L S T. L U C I E COUNTY, F L O R I D ARCHITECTS - PLANNERS CONSULTING ENGINEERS & LANDSCAPE ARCHITECT u 101 PARK AVE. NEW YORK, N.Y. 830 THIRD AVE. NEW YORK , G �Loo°F GaLUMN 5CHEDULE -A}T 1 60 C I D �a F G H K7 J a. -M N�.1 '�.�!'J..11L�a12_S 13 It1 l��13 1d�IS 7.15.1 �.l 10 11 �12 13 11 15 T.l �.1 �i.i 10 [2�;3 1 1�. j,i8.1�'1.1 10 TIT(2 13 1� k� i.1 �.� 10 li�l2 Ij Ii�i5 �.5�<? li 12 t°j !4 fc 15.I11,5112. CONTRACT NO. REVISIONS NO. DESCRIPTION DATE n ROO F REF. EL. 4-1 0 X eE5a1341751t7C-,1241127C<12411ItO1125195I4s � d X ,I 4,1 *,I Y 'I k ,I >, I x J .r ,I -_ ,I x d X, X d "'I X I X .I X .I X 4S I1S-5I142121212-1-12121(4ZIt,-,2l gE, I E�t s.-. Ir24 112a 1124 I t I tea 1 124172 1 53 I I tc `) E c0 <0 0 t0 dJ (o d) 01 i Y I X I X 1 Y 1 X I Y I X I X .I X J X 1 t�J T4 177 :77 94 132 �A4 216 213 224 205 IV!, 176 27r, 3,_11 37Co I 341 Za4:-, 2G1 tic; tr "_'a t2G 120 I 1 « � 12s 12�5 it% 142" 2�1 ^s.� 3'r8'79 33� +®•= 2�35 -t4 1�5 I 13'J 1-a 12C.. i L6 12c 12Co 13% �' - 5 24G 24w 24 2 a 24a 247 212 t 17 2-4 O 40 52 f 1 d N V N V 0) d) di N u) >n rn en — — 1 rn 01 It) dl W .n 111 I 13 k X X X k 3 T s X X k x X x s s s 5 Y 3 3 _I � I FIN � FLOOR w 7 �1� PIER ( I I 1 1 P7UTTRES5 (6) 1 ( ( f I N N N v N r> ap O 4 k9 1 a) N r to m nl c� Kl �i r,s N 6\ n) N ON Cc% = N N N - - - - - - - - - - - - - - - - - - X X X X k Y X_ Y Y X ( X Y X Y Y Y rt X R } -X- �(.._.. -X--. �(. - X Y X X % Y. % X { k Y X X X -...X X bASE PLATE X °� ng „ nQ st d1 _ _id3 Y X Y Y X X X X r Y X X } < / X X Y Y X X X X X noJ X X X X M' X X X X Y X X X k X Lo x Ad y X X X X K } Y z Y X } K Y X X z X X �' \3 Nv ON � � 3 r J 1: c9 c� � � 6J d2 dJ Si dJ N c N �) N N N 1 N N d cGv L9 N N N N 1 - - - - COLUMN SCHEDULE - PART 2 A Aa Amb ( 6p« E) b Dc,QT (j/'�/\� �)®jM l.. rL ?' I I I -/ �1' ' 1 I 2�✓ �-1- i i,:� % / 4� i CJ \/ ROOF REF. EL. rol`O" 210 21 210 210 '21O 2to 2-4, 200 5:1 �4 44- 2c.� 25 w'1�J 73 I f `Y d 1 r-- ca 5 274 2-4 2`4 274 274 2T4 27—' C: t3 SIC '> - 97 172 210 ^ = —' � I X >. X X X X X Y X X >< k X k X X r X X x X X X 28' 209 � i I ' I ^, 338 3e` 338 33a 3335 33,42� 111 22,0 :12P.,; �r> ! 30 2'27 t:,S 336 338 33S 333 3�6 �0 98) (39-5) (1.45:i (148)(167). (1$ii{to7,� i I 340 23G i t i EL. I I'-O" m PIER OR EAU TTRESS�(3) N N X X X X x Y ♦ f Y x X K (� K X X Y k ♦ Y- X X FA5E PLATE DATE I DWG. i2/1'7/_7 -- - 512 COLUMN SCH=ULt T. L Y, WALKER O. CAIN & ASSOCIATES ARCHITECTS - PLANNERS 101 PARK AVE NEW YORK NY CLARKE AND RAPUANO, INC. CONSULTING ENGINEERS & LANDSCAPE ARCHITEC' 830 THIRD AVE. NEW YORK Gff Nff �t"NL N�Tff 5 C ON C R Ff 7 F_- THE STliUCTURAL DRAWIN'11,.; SHALL BE US-"D IN CONJUNCTION i41H Tu SP-'GIFICATIONS AND THE ARCHITECTURAL AND KEORAINIOAL DRAWL", :S, 2. ALL CONCRr:Tv WnRK ,SHALL CONFORM TO THE "BUILDING CODE YM'NT_Q FQR R6,INF('RCED -v)NCRZTE'l OF THE AKnRICAN CONCRETE ';"nTITUTE (ACI 3lk'-­'f 1) AND THE LOCAL BUILJINl COD2',. STRUCTURAL ANALYSIS AND -OF 19 16 BA ULT-TfMAT_' STRu,NGTH DIESIgN 4114 ACCORDANCE WITH I -ART 11-b AVEiiICAN CONCRETE INSTITUT& BUILDl!iG CODS_. ;,4C] 1 ALL CONCtiETE SHALL BE CONTROI�'.D STONE CONCRETE WITH A COM?RzzSSlvrl STR&NGTE OF 3500 PSI AT 2p) DAYS EXCEPT AS NCTL_r.N (a) AND (b) BELOW: (a) ALL CONGRETFOR TH: S�5COND FLOOR��RALL B,� LIGHTW-416H11; (MAX. lW_lT WEIGHT x I lu i,ciwl) �;ONCRETE ��17'11; A MINIMUM COMFIRESSIVE STRENGTH OF 35001 PSI AT 2c, DAYs. t) ALL CGNGRETS FOR ROOF FILL SHALL. &L CONTROL'".0 LIGHI-f; JjHT IM OAX. W-ET W_-,l(JdT s 3c PCJF3 INSULAT . I 11FOr OF 35(-d ?Si AP ?--- DAYS. DSPORK&D BARS OF h'GuH-STftFNJTH Nz;W ALL BAR HE NFORCING SHALL BE A BILLZT STEEL CONFORMINU TO ASTMI Sll'_Cjf'TCATlO? 615s GRAfit:;P � , A- k, KiN. Y_L-,LD, 60, (;OipsJ DEFORMATIONS SHALL C01."FORM TO A. T. IV:. A. 6. 1'. M. A - (. 2 AND A -.1 b'; lvd N. Y i 1�r, WIRE M��SH SHALL CONFORM T' ThH BUILDING IS FOUNDED ON PIL - -'F. WITH A MINIMUM, SAF.41 CAPACIT's' ,d, 12 30 AND C "'INS, ice.:', DRAWINGS AND SPECIFICATIONS. ` ELEVATIONS OF THE TC4' CF THw-_ Pl"CAPS ARE INDICATED ON POUNDATION WALLS k'GRAI)h; BSA-IM00 SHALL BE CAST IN ALTSRINATIE Pl`,,_ PC _4*XCE,;�'D u(, ?E_'T IN CONSTRUCTION JOINTS SHALL Ll,' AT rF MINIMliM SH."'AR, ­Nr'RALLY AT MIDSPAN, AND T.HIRE'.1) MINIMUM WhCM EDGE OF BUTTRESSES. HCRIZ(iNTAL JOINTS vJLT, Ll: F-�,RMITTE D ONLY A., SHOWN ON DETAILS. FOI)NIDATION WALIZ, (Gi;AD_-' BzAY-S) SHALL b,: TnrPOR,4RJLY BRACEl' FRAMED SLABS kiD 51'AbS CN j.,!Al)_E' BRACING THES."" WALLS LA2._,:hA-1.,;.A AGAINST EARTH PRESSURE, kllkU CCNSiTHUCTT "N LOADS AND OTHER LATEIiAl. 71ICXS IN PLAC iaAYS IN NO GAS: SHALL 7RUCKZ, BULLDCZE'RS OR OTHE'R HEAVY b'."l Fe',RMlTT_iD CLOSEh `,iA,N FROM ANY FOUNDATION WALL BSFOR�.; rfla COMPL-.'TE, STHUCTU.fiAl . kYY.( IN PLACE. !I. ALT" HCRILZONTAI BArls 1I, �ALLS AND BEAMS, ALI) BARS M)RKFD l*,:,),:T. (CONTINUOUS) SHALL B0. L'APP-ID A DISTANCE AT SPLICES A,%:) AT CORli'"RS UNLEESS OTHERW13.i SHOWN ON PLANS. LA' CONTINUOUS 'DOF BARS AT CENTER BET%F :N SUPPORTS AND BOTTOM BARS AT 6UPI'Oiilis, HOK, AL L rot' BARS AT NONCONTINUOUS FND3. 12. ALL BARS NOT MARKED TOP ARE BOTTOM BAAS. -1. A;-Lv L_WNVJTH:; Of' HOOK:D PAW.; INDICATED ON DRAY;INOS !NCLU_; ..'Xr,,,,sjoN FOR HOOK, �4, FlOVIDS TE'MF4_`RATURE R,,-'INFORGEM. INT FOR ALL ON. --WAY SLABS A:_; P'%A SCHEDULE. ALL Bit.AMS, SFA.NfREi,S, B_,'AM6 AND SLABS c"I'ah"j, Bi 1-0,URED MC;N',_i_lTHl'C_ ALLY, AND THi SLABS FINISH]f3D AS REQU`lR--A) BY THE 5PECIFICATIC.NS. L6. FOR nl_'RHATA_NT OF EXPOz.1-D Ccl"(jRFM, &;E ARCHITECTURAL DRAWII%",t% Al,D SPECIFICATIONS. ? CHAMF_I'D CONCRET, CCLUYINIS AtiD BEAMS AS SHOWN ON A,��CHJTECTURAL, AZ� "R -XPOS- - -1 DRAWI;`ti,'i AND 5P�;CIFICATIONS. 1 THE C0NT?JCl.r.',;R SHALL VEi7i'LFY THE DIME%SION3 OF AN1, I,I.STALL THE FORYS . 6 'Ll - SLOTS$ SL EV�, WATERT14-ill) 31_,Ev��S, ANCHDR BOUT o, MASONRY ANCHORS, 'ETC., AS FL>QUIR_-,D. I ALL PLUMBING SLOTS ARO'UND SHALL B" FIL7,:'.D WITH CONCRE`­... TO THE SAME DEPTH AS FLOOR SLAB AFTE'R PIPIN'6 I-- INSTALLED. 20, CAMBERS IN BOTH TCP AND BCTTOM SURFACES OF CflNCRS'r'-%' SLABS, U'SHALL BE 1/4" FOR -EACIH i-' OF SPAN, FOR ALL -wxCE_-lDjNC7 2C1 PEE T IN STIAN, CAN` I YhIMBERS SHALL BE CAMB-.'!-i!D Al TH,-' RA'Lw OF 1/2" FOR EACH 2'.. CONCRETE Ti, bii SCRE'EDFL) LFJ%L TO Pit!,SCRIB!ID iKLe.11k-rICINS. CONTRACTOR SHALL ESTllMAT_B_:AM DEFLt-�CTIONS DURING CONCRETE FLACE.KENT AN" PROVIDE ADDILTIONAL CONCRIET-ii TC A SLAB. 22. fROV_� D_.' FROM IV FAC P 1, , � I ES OF C011CRS`P­ 7^ AS) OT CAW PIL TAPS .......... ­1 ........ ... 31 WALL'S ......... ................ 1 SXTE .1.1 T a R FACE ..... ......... ­ ...... l 4' 1NMER101 FACE COLU,KNS AND BU7,rftRSS,.,,S ........... 2 " BEAMS.................. ................ J-1, SLABS ........... ­-­ ....... ... _ ... 3/ 4�" OR (5EE DETAIL5), 23. CURING OF CONCRETE IS TO START AS SOON AS FINISiL,'S WILI. NOT B�', I MARRED THYREBY. IT WILL NOT b.:PERKISSIBLE TO V!,'ILAY TH,," '[;RINU UNTIL THE MORNINrj AFTER THE CONCH'ET:15 CAST. 2";. PROVIDE Tll,I FOLLOWING LOOS--' LINTELS OVER ALL, Ol IN, Nr�; PE I, IN xT4RIOR AND INTERIOR MASONRY WALLS, UNLv!;sS OTHERW16z,' DI'Al 7.,1), ONE ANGLE FOR _--ACH 3-3,'t,` OF WALL r-iHIC,MESS. M.O. UP TO 4'U" - AINGI --'a 4 x i-1, ;2 x MI. 0. 4 1 V' to C ' - ANGLES 5 x 3-1,,,2 x 5/1t.) M.O. 6'I"to 'C" ANGLS 6- x 3-1,'2 x ALL ANGLLS - Y.O. 1l0" 25. ALL 1-13H'IVEIGHT CONCRETE FILLS AND PROTECTION SLABS SHAI_ #10 A #10 WELDED WIRE Y"Sh R' INFORCED WITH 6 Ac4'.) 11, BELOW THE 'POF OF FINISHED' CONCRET3% 2o. CONCR-"TE PADS AND EQUIPMENT BASES SHALL BE fi--'lNFORC--';) WITh x 6 40t x #61 WELDED WiRE M&SH. FOR LOCATIGnNS, AND THIOilJN.`.SSS 5, THE ARCHIT8CTURAI,, STRUCTURAL AN'l MECHANICAL DRAWINGS. 27. ALL LXTRIOR SLABS (SIDEWALK" K. ETC.) OA'q GRAB NOT FRAA-:D HALL BE A MINIMUM OF 4" THICK O' A MINIVOM OF 4" OF POROUS Y:Aj'-'RIkL AND REINFORCil) WITH 6" x cj:' - #IC x #10 WELDED WIR-, M-'Ss;i PLACED I" BELOW TH_-' SUJRFAC;.,, UNL-ESS OTHERWIS� DETAILED, 2 PRIOR TO START OF WORN THE CONTRACTOR SHALL COORDINAT."' AND VERIFY WITH ARCRIT',.'CT ALL DIMENSIONS F'-'!-.,, SLAB DEFRE, SS T CP: NINES, S"`h_,V`S, GONCRLTs PADS AND &QUIPMENT ?AS OR I - `L - U ­ Co' DUI 73 'MAX. 1-3/b " 1. D. ARE WHFRi',' TW", MOil-'% -_`CTRICAI 'M " &-'ODED IN' CC,*�11RFPE `SII ABS AND ARE C;ENTe;R TO CiQ%lT:llR xtt O.C. REIINFC)RCFM�Q,T _�,ACH WAY SHALL BE PROVIDED Al� �OVE AND bEl-OW THE-` CONDUITS AND *o' "I'ACH >IDE OF THE CCINDUITS. -,I_,aLE DATE NONE I I'Z / 17/ 7 Z7 CONTRACT NO. REVISIONS NO DESCRIPTION DATE 1. ALL STRUCTURAL ST-aU WORK, l!CLlTD':7,1G D--5;l,'" 1"417=,1PT.AtPABRIin _ TION AND Ek-'CTION SHALL Bz_7 13,y10) ktR:6 'i'N W 'r w Tlq,: ST it; I) A R l; SI 'l F.11 O'A T 10N F THE A . I . S 0.. 1 7 0 SHALL ,UNPORM, TIC A.S.T.X. A-;, FOINT 4, TRE `T'-,-:It f„ 'PIRA 'L` R 3;i},I.T. FU�'ANIS.H AN AFT'IDAVTlff Prio- THAT THE STE"L �JH-4 MiNIMLIM AS DE'rIN_-D EaY 'D RIVET SHALL, CONFORM, '1'0 A.'S.T.M. sp,;CLFICATION AA','jl,, B01,TS A.S.T.M. A3V7 AND LiTCNI9 STRENGTH BOLTS A.S. P.m. A3 >5. AlT, iUIV,':,T:i OR BOLTS SHALL B-;' DIAMEZR MIN . IMUM UNLIZ, WTS,_. NOT,'D ON DRAwi.jus. ALL HIGH -STRENGTH BOLTS SHALL BE iR-CT'ON TyP.' ijl:!. 1) ON N DRAWI� Go. ON THREADS OF HIGH-ST 'e: I L T NOT B111 ALL CONTRACT SURFACES WITHIN HIGH- STTCE NCiTlf i3(.;LT CONN_-'CT' WELDING AR�-,AS SHALL BE FR-,7 OF OiL, PAIINT, LACQUh OR G1, P4 : ALL JjTtl -6M,�JiGTH BOLTING SHALL B,' INS:',_1 CT_'D BY A 110E14, PROFF'.34SIONAL dNGIN.3.­.'R. ALL I SHALL B. DONE BY CERTIFlr,D WELDERS IN FULL WITH TW--- AM&RICAN W4LDIN6 CODE RECiUIRVMENTS. 11. _-,STREtQTF 330LT�KO DONN�-CTION3 SHALL `,'ONF'�RX TO THEI H_1114 TlC"vv6 FOR T FU"s F(UNDATIOIN. A i,i_ i !U, i 4,J1 I BE F 4 !�Ul, 1 �;gj, N Ty P _', . 12. ALL CONNECTIONS NOT D_'­,TAlL4_'l) Of: THE DRAWINGS SHALL GGNFr)RM, THOS SHOWN �t I li�� MANUAL OF SZcL, CONTITRUCTIO!l OF THE Alst; �Jl ' IN TA — POSSIBLz�. ALL SHOP CCNN., C IONS V- T.' T OHAT��l BE al � ED, STRENGTH BOLTS OR WELDED. T A'LD 0 uNS SHALL S _,L F'I L ONN RIVFT---'D OR HIGH -STRENGTH 13OLT D, EXCEPT MAY b­;' COMMON BOLTS. A-3. 14HEN REACTION VALUES OF A BEAM ARE NOT SHOWN ON TH.e DRAWING-, MINI mum END CowlEcTrONS FOR B_��Ams SHALL HAVE A STRENGTH "I'QUAL fiORE' THAN TH9 REACTION PRODUCED BY THE U*.TFOIRM LOAD FOR THE 'GIVEN SHAP',., IZ- TiLf -33AM IN qU�'STION AS GIV.7,N 1'3 %r*'FCT OF CONCENTRATED LOAD6 SHALL BE, DESIUNZr, 'TO SUiT-ORT NOT L-SS THAN AND 6FALL HAV- 4 AINIZIUM TWC BOLTS". AVOID ONE-31b;-­1 "'ONW.CTIONS IF NCT to", "I, Z) � A', 1) DO lb" IN DEPTIH. IF IT I'S TO A (N­-%l TION FOR BEAMS lb'l DF---'F A,,,,D TJND�,:?;, THIS CONNECTIO%' IN ACCORDANCE W,!-,Pi,, MANUAL, PG. SHALL HAVE A MJ!,11MUM OF 7Wr, LIN'lls OF FOLTS ll,", Lk.l T ONE-SIDED CONNEUT10N ANGT WHZR' W-B OF CA"'NOT FASS CCLUICN FLANGt S, RIV-1`23 CON? __;,CT`ING PLATS TO BEAM SHALL B. D.STGN I FOR MOMc!iT ANID SHE'A19. THE USA OF L-WZLING FLAl-l*S UNDiiR COLU14i EAS-:, PLAT,? WILL TH" , OF R_J,,IODUCTIO443 OF, CON"ITRACT 3HO" DRAWINGS W11,11 NOT B--,' F_,'RVU!TTz.D. _j. THE, STEEL CONTRACTOR SIIAAT'.i 0O('RDll%Ar' AND CUTS IN B,"AMS, WITH TfITR R,y,JNFORCIN--3, 1410AL RVICES &FOWN ON DRAWING-' v�,l o,'f0f, `RAWIN16 AiiE A ? P rl(7j D. NO FlLD CUITTIJRG, o" rv­�,, k,`Gl_z�S, CON _.VTIOr OF STRUCTURE Fv ­4 'v Si(""N C!" DAAWINGS. 21. MASONRY ANCHORS, 'A' bAp 11CVIJ) BY T4ACHI.T_C, FROM COLUMNS --' AND B ' �*AiMS TO ABUTTING YA6ONAY; ALSO DETAILS ON TIE DRAWIN'3S, 22. ALL, ST-w-,,'l, B2AMi3 AND COI.,Ul"lNS WHICH AR,' TO BE ZNCAS�'i) IN C' SHALL Bm lNCA&,,D P OR L10HTWEiGHT CONCilL--TE FXv'ING MININ,'UM COMTR:SSI T_ '1�� S RNGTR OF 3500 PSI AT 2i DAYS. 23. ALL 0ST_,.'3L SURFACS THAT ARE , E TO B`,`CASED OR ABU721ING POUR�;D CON- CRET-,' IN THE -' FINISHr) Wr�lj-j� SH_ A--, 1 11 _ ­BS UNPAINTILD. ALI, OTHER SURFACES OF ST:i,L M,',Mlh-�RS SHALL OIN& COAT OF SHOP PAINT AND ONE COAT OF Fl -LD PAINT. s?jRFAGr,;S 'xjfj CF � W1, LBLl' INACCESSIBL_? IN THE F�'_,-I,D SHALL R;�C,-�IW-,'. TWO COATS OF SHOP PAINT. 24. BEAMS, LIiNZZLSJ SFLLF ANGL2,S, � T_­'MPORAaI' -ET 0�'UPPQRTINI; MA30NRY SHALL BE Ly BRACTE-D AND/OR SHOR;.-,D UNTIL -MASONRY FOR ONw-STORY (OR MORAS RSwRUI.R D TO MAr : IT LAT,2-RALLY STABLE) HAS�HAHDENZD. DWG, No 513 � I'll, L IN KP 0 RTR T E ST. LUCIE COUNTY, FLORIDA V,iALKER O.CAIN & ASSOCIATES ARCHITECTS — PLANNERS 101 PARK AVE, NEW YORK, N.Y. GENERAL N07EZ-7 4 DETAIL CLARKE AND RAPUANO, INC. CONSULTING ENGINEERS & LANDSCAPE ARCHITECTS 830 THIRD AVE. NEW YORK , N.Y. M� � I,- MRIM daim Av v CLARKE' A N D RAPUANO, N(Z. G F N c3', N f F Q 1 APMSC-Ai�F APCrH�T[ k�Jfl THIRD ,WF REVISIONS t40 LSCRIPTION DATE I 4 1 L-J L-J PG I �PGI ml Iz 17 �7 IA-72 1 ^ - - - - - - - - - - — - - - --- - --- - - - - -L --- --- - - --- --- --- -- --- - - 1 PG 3 LOAD '5 5,T A PC 51 A Pr.3IA -A- PC-31A A 7YFICAL UNLF-!55 OTHERWISE SHOWN PC 2 (-7'- (�11) PC I (f" �0") 1 A PG 2 i ffclz PGI rcl I iY) (Y- 7 jolt 14'- 30 14. 14'- a NOR7H f=QUNQA710N PLAN F*AR7 I SCALE: = l/.011 rC31 A El PC I C ?Pl A 61 Z. FOR 7s.PIC^L- DETAILS 4 &ENIEK,N:, NOTEB5, 56E VWS, W313. 3, FOR COI.Jr,'l N SCHEDULE, 5EE DWG. N 2 &I'Z, 4. FOR FOUNDATION P'-AN - PART -Z, -SF-F- DWG. No. -SZ. TOP OF FJL-E�—oNF SHOWN THUS-, (---) ON FLAN. 0 1 lyf4lv I 'Z 1, -7-1 12/ SCALE DATE DWG. NO. Ho lil 11151 elw N 517b FOUNDATION FLAN TION B NC FOUNDA WALKER 0. CAIN & ASSC)CIi''- AND RAPUANC) INC. t� Z" S Til L U C E fC 0 U N T Yll F L OR 1 �')A ARCHITECTS PLANNERS 'iaG ENGINEERS & LANDSCAPE ARCHITECTS p Y A",/ F t. I F V" R K AVF NEW YORK, N.Y 1=4° I=4° ri r; i G.6• s � G.G -GG• _ I 2)J— r i Ppl/� �,�f -CAP (LOE r O �!1=G47 O71 O") (7G0') (7-0 —_- --.__ S�e I PCs" � � f k V -_ -- PG I PG► 20 O %-120 TON PIF5-8 �jPAG 3 p-O PILE ...UTOFF ELEVAI IU' N =7'-O' -- - 4 1 C7Ga") -- - -- ---- -- - -- - - -- - -- - - 13-120 TON PIFS-iZ SPA•. -.ES � 14' O"= ICo8'-Oy I I¢'-O„ O A55EM)SLYAREA - PI'-5 CUTOFF ELEVATICAQ =7'=0° }� ----_-------.._ � ` I II PG4 Q dl _ -T_O I ►q 5� LiL - ZOO O' 12-I20 TON PIFS-1I Slm'A�=E5 z IS=O" = Ifn5� O" �7"O�� I - PILE CUTOFF ELEVAT ,ON = -7'-0" Cl i j r 3 I a 'Lo 0 - l2-120 TON PFFS-I iSPA ES G IS=O°= ICeS' O° PILE GU-TOI=F ELE\/ATION = 7'- — - ----- -- r ' PG 4 fl ' 13-120 TO_N PIF5-12 SPA_GES(414'-O"%1G81-0" - - - - - -- PILE CUTOFF EJ.�VATION = -7'-0. �19 - -- --------------------- - - -- - - - - - - - - - -- --- - - --- �^ - O I 14' � I rt i 1 _ I s i PG2 LOAF a © ��, �,� PG Z PC2 PC �'z PGA l PG4) ) dNj I I I -zoo-, NORTH NOTES' G.G. F0 NC)AT I /�hl FLAN N f= K7 n 1. FOR FOUNDATIQN FLAN -PAFZT 1, SEE DWO. N% 51, _P!L PI .EGAD GENERAL tio'PES { �-1' V /_-1_ L Z. TOP OF PILE CAP ELEV. SHOWN THUS ___ ON PL^N. I • ALL CONCRETE FORK SHALL CONFORM LO IhE B-ILDI NG CODE RE t - — - -- ( Q 1_. 7 R E 4 L I�-O� - MENTS FOR RIiL:t'ORCF.D CONCRETE OF THE AMERICAN CONCRF.IE t\oTItIT'F.. (ACT 316-71) AND THE SOUTHERN STANDARD B ILDING CODE. - 2, STRUCTtiRAL ANALYSIS AND PROPORTIONING OF MEMBERS IS !;ASED 4. FOR GOLLJMNI SGh4EOU,c, 5EE Dw;�.NQ SIZ. � G.G. -- SE,- ''_,-a v , �Cht,_.✓ ULTIMATE STRENGTH DESIGN IN ACCORDA`X E WITH PART IL-B OF THE AMERICAN CONCRETE INSTITUTE BUILDING CODE (ACI. 318-71). C70WEL5-SAME SIZE - I 4 3. ALL CONCRETE SHALL BE CONTROLLED TONE CONCRETE CONFORMING TO NUM6ER AS COI,..,--- � s PIS e>uTrRes5 A&OVE, m " 1 ° _. TOP OF FLITURE51.IN8 THE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITTUTE CODE t �•' (4's.J= O°MW•� - THUD(---)ONPLAN N.I.G. „ (ACI 318-71) AND HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH 7-2 _ S 0"-ieMIN.E 4 TU 0FIN,FL, (f'c) OF 3,500 PSI AT 28 DAYS FOR PILECAPS AND 4,750 PSI AT N 28 DAYS FOR PRESSURE INJECTED FOOTINGS. .,..,;...,, PGI PG2 Q--------------- i-PILE 2 PILES - R FPILe(OUT-OFF) 4. ALL BAR REINFORCING SHALL BE DEFORMED BARS OF HIGH -STRENGTH ps I it 17'rL —�7 Q = .[ �- - EL•TE4' BILLET STEEL CONFORMING TO ASTTM SPECIFICATION A615 GRADE E0 8-#4eA.WA`F' $- 7LONG WAY H d11� �' I - (MIN• YIELD 60,000 PSI), DEFORMATIONS SHALL CONFORM TO ASTM 7-*4 SHORT WAY -_► NI MIN L�J1 U wi - A615. Y I >. L • • • • UI I- A STOPNLPPI`E 5. THE BUILDi\,; IS FOJNDED ON PRESSURE- INJECTED FO-0TINGS WHICH SHALL --- HAVE A MINI:�FF'M SAFE CAPACITY OF 120 TONS PER P.I.F. AND ON WOOD SPECS PILES WHICH SHALL HAVE A MINIMUM SAFE CAPACITY OF 30 TONS PER '2p �N PILE. SEE PLANS AND SPECIFICATIONS• s 6. PROVIDE CLE.`:RANCES FROM FACE OF CONCRETE TO REINFORCEMENT' AS PLAN S TENSION REINF FOLLOWS: G.G. N ALL PIFS VJ/ N s FOR Pi;-EGAP3� PG-221 A PILECAPS 3" d N MARKEL7 P 3 U I FILE)PIERS (FU'Tt?RE) 2" ANt7 PG 4 ' P7 P✓AICS PILEGAP-FOf� SIZE 7. ALL REINFORCEMENT NOT MARKED TOP ARE BOTTOM BARS. J -� r DEPTH , �,_ OF PILEGAP $ - PILEGA 7 FUTURE PIER A5OVE 30 TON PILEGAP DETAILS 8. PRESSURE INJECTED FOOTINGS FOR PILECAPS NOTED PC3 AND PC4 � �T :,_r n SHALL HAVE A MINLML'M SAFE CAPACITY OF 120TONS IN COMPRESSION L SGALe!3$ I-O r p + I- + �. ,, +--}-- - �-+ - TYPICAL 1 iL�GAP D�TAI� AND 50 TONS IN TENSION. CONTRACTOR SHALL SUBMIT PROCEDURES, CALCULATIONS AND DETAILS, INCLUDING REINFORCEMENT, FOR 'THE t N N N�/ \ V SGALEi2°=I'-O" ARCHITECT'S APPROVAL PRIOR TO START OF WORK_ ' i 1 I I N 1 # _ 3 I- 4 � PILiN.� SGHEDUI.E 7 - lz 7 - sn TOTAL AS43KEC-ATE NO. OF dd LENGTH LOAD TESTS �� • PG4 $ PG D 4 PILES I �. '�.u,� �✓,.�3 � ��,/ V } -- 14 J7 A GARS O 4- 7 S BARS PG3 17- -7 EA WpAY PG4 -, - .N PILE 47 ! 14-�7 A 5AR5 TOP $ PG3 T, 17-*7 EA. WAY TOP; EOTT. -PG4 TO 1417 6 F�AR5}DO77,� 1'� O T CA p "�.ILS MIWI U0 5 �,_R INCLUDES IS P.I.F,'S WHICH SHALL HAVE A �'" � `' AFE CAPACITY -�'� 120TON5 IN COMPRESSION JN5 IN TENS! O�- 74 r;fG. NO El tR Iff_ FOUNDATION PLAN -PAR-- '¢! ri 21 'ARBOR F.,r A ; N Alp% F /� WALKER O. CAIN & A ?CIATL CLARKE AND RAPUAN INC. a . L L I A ARCHITECTS — PLANNERS CONSULTING ENGINEERS & LANDSCAPE ARCHITECTS - 7 0' F?_RK ^\/E iF'w YQRK, N.Y. 830 THIRD AVE. NEW PORK , i!'' 4�1 of \ I 55 IlIZTM4 1'-8' Fl I I, Srr SS II ADD- — ----- I b R y ,3 I 3dp - > Y IZTM41 Fl1 a 1 r 11 tin V 1 li 3p ,�s? -'-- 3 I-->��p / ' >�yp / 3gR j/\ >\\�3e4 ^ >\� a —LilAD.2o'�" > / >��jll - T D. A� yp 5, �` a ! \• n'� �° {`°` tea Is °` a a . � a a a4 > > > \3 f 3 i 3 > I > 9 x T p >3�41 Y Av12TM4 Lg 9 ZIWiTI li CANT t 5kWAY / _ I \�.(y i / _ y j I _ I to I2TM4 �i. >T \ 3 N 3 >x A , ps is Fly �i � a �, a ' A a /� a , Ik a �` ro J a a a a F ay� o� n'� n��" f �°j�°' " mF I2 ja 12TM4 �I I #4L�� GO?f. r i - �� CANT. .WAY / _ I ,< I �a I� I �y F4 f' f/ rc'� A /p I / / I /� �� r /, f � 0 S� 1' � \.3 >j, ,.� 3 I ,>j. /,' '., � I �T a, , ,• 3 I rOA ilt� d� i .3g � I /O ro � •r0 I O � sz Y A i ~ip % ysz `�sr — ^� — —p -- — A T�cs Q -- Q �d rQ z I uIx r3T u BSA I ^,�15 b a on�a a�a aa' ��"� ma I`p i II > \' 3 >j 9 >� c, _ ti / 8 ti A$ T " ` o - F o a o Sz f u - o�y f2" ! �" \p - i �iz!'127M41 Fl I �J°FLA sL. A - \ - - i I i Co �e ,' g _ T S J e T F3 #4L 12 fi0 If / f I y p u st s7 q p ~/ — �� ( / _ I ��� / I _ 1 ,��' I ��a 1 _ I I _ 1 sLA6----"{5iLA6 — 3, SS 55 1112 — ��4� CANT, WAY/ CP "C n, �a I 4a II ?J \ uj T \ ( �> rs rs I�a a a FI& a S Ib a x, 1 S� ` S5 r9 �,a ,� v n ^� �° , a �o m�X43rl a 5 5 { 9T 5 ( >B�TS j+ Q p�' Fi5 1..�,g'y /' ux: T a b 55p \°,���` aka I p'� % aka 11 >ep >T� j, 3� - r0�� I 1-�' !p@ - r0�� - , rOS rpa, / j ro � SOT ,, , S \ r � 'I S5 S✓ Fi4a Iil'LTM4 i �tiA� I r V any I �k I �(\➢ 11TM5�I I I 1I >1 ato410 /��� u raA \ , ( f ; F`OFZ FF. I*T LOO—� J3 p p 7 `• p 8p , yQ 2_oi FRp.M NG f"t�.[+t-PART 2, : See DW G. N 2 54 eo Q '747 \\ a a r I �� ,�� � �� a a ° a ern �m / �� >e >�, i s % .• I ; •. ro /o . s r� ,, i •, S r0A ,o � I � a9 �(A SI R P I to U 1#4t5A &Otl I 5✓ II2TM4 / I ,� 9 / I cD IITM5 f� I I �y �U C - �C➢ C NT .WAY I a afx / a� a a� a � I II ��� S��j `'I F \.>g � �r �,� '`� F >e �p� '• r0 � o� '. \0 � OT / •, /Oe i rpT rOB \� II i I '; F ti C r N r /�J ' � � FI \ r •' O �, � 6 y If � '� S � /� �' I I I ---�5� N - - -1-�� F3 F4 F3 F4 F3 --- _Nil I I�Ty 0_ i 12,5 11z I LS I 1 11 1.7'- Co" 3 Z0 f I SS F5 SS SS ( T ADD. I i PC IOn, s � F3 SS r SS \ N FS oT FroF-- F-1 55 x I / 55 �'_' acp T, ADD. ADD. T ADD.I I I I I I j I I � I n / r to-g a y ri y 4ir a 2 i' ion 28r- Ci` 2 t `- low I ,_" j 25 p 25 O vG25C Ors _; 200r-O� ----------------- 14 !3 f24 IZ 11,6 II 10.4 ID g6 9.1 6D NORTH IyT F� OCUI; Ff:;�'AMING FLAN — PART I 5CALE: - Ig" = 1'- L7rr HARBOR BRANC LINKPORT, FORT PIERCE ---____ -S CONTRACT NO. REVISIONS NO. DESCRIPTION DATE NOTF-5 I. FOR TYPICAL DE7AI'-5 AND GENEfCAL NOTE>, 5EE DWG, N= 513. 'Z. FOR C:OLUNIN SCH`CpULe, 5EE DWG. N° 5IS - SCALE I DATE DWG. NO. AS 5HOWN If2l/74 53 H FOUNDATION 1'T FL OOK FRAMING FLAN- PART I ST. tUC I E COUNTY FLORIDA 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. i NO. b•z u N v zs' o" F14 SS ' ADD. i -4" i I j F13 I FICo I , FICe 1 FIC F!7 I o Fi�o T I 55 SS S5 SS SS T SS 55 ADD. ' O — — -- - 1--}' T.AIDP.� P„ � L L Lam, I � ---_._ — � -- �-- � ,.------------� ADifi D. — I — r I 55 I I I a Ft 1 -3K13'' n FOR I5T �l_vJFZ I ool L- -11 T.A D. I- P�xi3-Co I-� 3 55 �I Fib a� ADD I I RAIL 0.. ' 0 s5 s5 oo It AS5EM5LY I - 6� a S� w �1 F�LDG. I I N a K f � LI v d -- --------- — .---- . RAIL — 55 r 55 i4 —a� FIS N MARINE KA1LWAY d o !S I N - _�--- - - - ------ - — - -- -- - -.._ _ ----- -- - - -- - - - - ---- -0 Q S5 — - -- --- .a O a _ --- �_.�------ a — --------------------------------� --- rl ----- RAIL 3 L-- ------------------- 1I SS N 7 �o PIS b i N Ss >g --- 61 RAlL t�l I— —------- ------ --- ._------ -------------------- I— — — — — — — — — -- --- — -- ---- - - -- --- - I i _ `5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- — ----------------- PI8 n I ¢ J if N - ---- -- — ADD T. ADD. I-t0.17= 0 I-'9 7 iwT. P DD. FIA I'\F17 Fl:o PICo I i I � 55 55 55' I 55 I C� 8G25�-O��= 200�-OH 1s7 ffLOO>;;� f�F-�AMIIN� 3 FLAN - F'AKT 2 9C:^Le : fe= I'- O" NORTH TV <(o N Dc n 'T 0I O, I /21 f -74 NOTES: I. FOR TYPICAL DETAILS AND vENERAL NOTES, SEE DWG. N' S13• C. FOR COLUMN 5CHEPULE, 5EE DWG. N2 5I � ASSEM�iLY 3l.DG. ' ALKER U. ° � y & ASSOCIATES ARCH t:75 - QI ANC r--Q`' 101 PA u � AVE. t, - -V Y< , � ' v- IST (LOOK FRAMING FLAN - PAK -2 CLARKE AND RAPt$ -J _ r -C '-"-INSULTING ENGINEERS & LANDSCAPE r1!TECTL_ < sO THIRD AVE. NEW dK N.Y i GOL. OL. GOL. GOL. GOL. COL to $r I {F GONT EL.I II G. FELIN,.III's-TOF"L. IFEILN..IIIS-'TO FL, 2- IsrFL. FIN. I51 FL: FIN. . EL,.I Ir-O O" #' jT. GONT. GONT-t -- r v 4-�T. �Y 4-fT o . ) 4DWL5, _ __ 19 :,oNT 1 — s� alJ-SEe 9 y. sLAr3 See r f 9 GON .. 9 5LAF� 5�_ AN r- IA - SLAB SEE SLAS-SEE Q__ .'LAN - G P01KJS - * - ion POKJU3 PLAN ^ „ 1. 1PLAN Co P _ _.'\ N - G"ft7ROUS FILL 3 S i� tl FI __ GONT. O 3� G 12c FILL N31 @ I'L'� Co FIDKOUS N FILL PIC I�o FILL - �� GONT FIIFOKOus � - FIPOZOU� I1 o FILL NI 3 - N 3BC �� ' 1- 44 HOR 4-if0 # N 4 _ I '4HJR O �1-t4HOK. FADE DNT FA.E " N FA.FAGE 3-FcZ__� -3L3C8 - jI IEP.FA C p T' EA.FAGE 1- J _ s3 �= GONT, 3 1 F cA GONT. 6HR5 TG� - = _» ADD. 6AR5 TT - - 3©@ e?% 6E7WEEN n T7P F PI E'-AP - - PLAN EJ` 7 SEE PLAN 3... n —OL. J12 I� 1 - 4' 1 GO T.O I S -4" 11" F'Z T L�1�1 SSECTION EI ff GTION _ __ __ _I 3 �E,TION F4 5E'" I ON F5 5"ALF't "=1'-,U"cJ'.. ALEi'%Gn_Ir_ �y' �'=i .. �„ '7vAI .. 4 v ` COL. G GOL. O'_ zOL , OL - 0b 5T sr - sT FIN. IST FL. FIN. IsT FL. r4@12� FIN. PT FL. I2� FIN. 1 FL. FIN. I FL. 2 sT. -_ FIN. I FL. E 5T. ELA 1,-Orr 2- 5 , - 7HK. EL.11'- O" 2 CONT �' +K, � EL.I I -O' I i EL. I l -O GONT. �I!LGONT � _I -- --- - _ ..( V — _ - 2-' DT. s - GONT. u --- GONT, �_ GONT 34 GON7 c - SLACU SEE 9 ZONT. SPL`A3 5_ 5 N --- SI AE SEE jLAPi 5E �L SE,- - I k * A FLAN PL AN t t LAN - PLAN GEMENT �; O36 L 1?°t Ca POROU N 3€ GIZL' POK'�V _- G;rufKOUS \ 3�1 G P�ZOI S, N dl �o POROUS O �` :OAT W.f� d -' FI_L 3�e! FILL O' FI_L FILL - # 2 I al 3->LO I- HOfz. N �T- ItQAT W P M, : - d:3_ _�_ j I 4 H0R PA. FA: s Z O` ! F V. hITG0 TI CA, FAQ E 3bC 8 - �- _A.FA'L- 4 HOi.. � � LEL'LEV. oIT " KEY4 HO v J EA.FA:= KE0 = '- 2-O I53 �', N _ A. FAG_ ' c> A_ TAP 7r P!I_C A� TOP OF PILE SAP r P OF PL E .AP 55 LAf� F LE A EL 4_ !� - a n EL PI N I- ar 7 GOUT- GON EL Co' O" ..ONT. ;CONTRACT NO. �- REVISIONS NO. DESCRIPTION DATE FIN. I6T FL - EL . I '- O0 All �- T I A u ni io POROUS - _ _ 'Y ! FILL 1 0 4 HOR- EA FA::5 JNT 4 LJN I rt PILE.:AP J" TOP DOWELS EL, C�-TOf- OF EA \WAY POROUS 4„ I,: - 1'- 4' - „ " - - FILL POROV :j - 'TE FILL 4HK TOP SECTION F7 $ F�7a SECTION FS SECTION QEQTI�N >=Io i=1Qca. SECTION F1 ! SECTION ;' SECTION EI 9GAI>t: y-I�_Ou '- „SGALE:I�'r-lO L'r i+_ J" SGALE-Z"=1'-O" SGALE-1Z"=I'-O" yGALE;i2n-1,_O„ SGALE'12'i'Ir-O" 9GAL# _ 5EGT. F14(I- ) (� )5EGT. F14a GO 11 „ 4x 12DP .1it POGKET SE GT. 14a�D �Ea 'SE<.T F14 OT�RSft SEGTF_10+ I 8+ GONT1- FOR RAIL f�_— _ -- FIN. IsT rT: .11.07' t 2 _ 4T' S7 FL4-#OTaT IFLoL.J FADE FI NIsL_M EL I IO .�T HKTHT—j (tY OTHCKS—- O — ' I _. -- -- _ o• O -' r I s - - - -- _ T z r GKOUTa N FZOD O —_ _ ; , fi '�YOTNER`7) U` _Dc .i.' - _, „ T.ADD 5619 'i. ! 'i, .' :— - _ `.:':. rya pia_,. _....SEg c1:'. -' $'1 a . /G I r: ' " _ _�.1. y -P -5 - __.___ O I_ * PIAA- COT. #, >, —. P_Av % _ 4DW15@12< PLAN 1I __ C^l5@IQo OI . _ _ 4 ST tiF _ PYJRO'15 - ¢- 1.7 < Jj o POROUS n " s ' ro POLOU� _. - 4- 8T SEE 5l . a POROUS T. - .. - -2 5T CoPORU O' _I' FIL'_ I G CoROf�Ju� �- GPDRU Gp S O'' FILL`a _ O PILL GONT H0�F=I _ FILL �; $ - SLFELL_-.II_� -�- -- _ - EAF9CE -. _JC-14, A.FACE FILL SEE PLAID FAGS ¢ IOT. +HOtZ FIL , 3 f� G Q1-- 7Yf' _._ 2 4 HDIZ, T. ADD. AK 2- 4 HOIZ . C1 8� END SPAtJ EA. FAGS �I ONT o FACE t P. AN 3�@ ICcDP TAL17 Fa°.r� # u Ca fi G PILE GUTOFF �' ���"END �N —4=. rjJ@12< -- c OFc SPA - a 8� - e END 5F'AN % -- I _ , • i Y.ONT SEE PLAN �. � � � I j -- --+- CONNAD12 GARS I ADD. P7At� 4- I GONT. �- GONT .� SEE PLAN ( - '-/--I� PLAN 3- o o P -- + 2' SKI?, 6M, otz0. 6M IL SECTION F14 SECTION fI5 SECTION �I-1 I r�r _ r _ SGALE 1y 7CALE 1�" =1'- O° 3' 1' SGALE:t2"=1'-Or GALE-1Z -I O - - 2, G„ 5E :TION FIB SECTION Fib SCALE 1. FOR TYPICAL DETAILS GENERAL NOTES, SEE DWG, N° 513, 'L. FOR COL--JMN SCHEDULE, SEE DWG. N= S12 3. FOR PLAN LOCATION OFDE"rA, _s SEC DWG, Ne 53 4 54 SCALE DATE DLWPG NO. AS SHOW N DE T/'� 11_S BALKER O. CAIN & ASSOCIATES A RCHITFC-TC — PI ANNFRS 101 PARK AVE. NEW YORK, N.Y. CLARKE AND RAPUANO, INC. CONSULTING ENGINEERS 8 LANDSCAPE ARCHITECT 830 THIRD AVE. fNCVd PORK. `..'v: COLUMN SCH E D U LE COL� 6b C �LODNellG H Jo. Jb .! %,!010...F�12.4 i J4 irj 13 Itl 15 7.! 8.113 i� 15 7.1 �5,1 ;.1 iC� 13 !2 13 iy 15 +,{ 10I 11 ►2 !3 E4 1c 7{ .I10.°lll,�It2 ROOF �L_yAR1 ES H.R.Rr- EL,41' 2" FI N. t gT FAR PIER OR bt-) TT RE55 IbA5E PLATE _ -"D TO PtLECAP -CAP TYPE 105189 11561i6Ccl &3 ( go 82 I78 IOJ @= 8G 34 76 57ro 241 276 241 !IV 1J25 95 45 S t'.- r24 i24 124 i2L 124 124 72 53 lie, o = 0 Q) h�). ty l9 1 - i or — I 0 Q � � r4 r0 in Qi — 0) Q O 4 0 1. x X x X X X x k k x X L k X x x f X x x X x k X X x t Y Y } X y x z Y x x x x y x J I% -J4 177 17," 94 132 QQµ" 216 213 .224 205 12to 17027io 3.11 137G Sal 2Q.Co 2Gl 214 142 leaf2G 1240 12G IZG 12ts 12G l i% 142 251 Q- 5;5 38 97'�56 13°J 12.ro 12G 12G I za 12G 13'1 W7 24G 244z426 .261a 247 212 f 17 3.:0, ,C52 d d V 1 V <i N in N iP d) '4 1 N d N N N tl a� m nl K% 0)0 ,1 to V d V d V d d d dI )- - - -- - }- 2. _ - Ul - - - - - - - - - - - Ul St vli JI III dl t(1 T T T �i }_ 'S ty J' iC X X X )C X X ! i• 3 P } x X k x Y % N N ��Nyy N N N N_ N yN N N� cJ N N N n p `r Nr Nt NIA m M U r1 O N �� Nr.. , �, __ c+ N cv N N N (A m N `t I X#r1r r_ X i• Y X x x x i } ( l r r� r- r r s N U t X'k x� x11 x Vk x# x x'� r� x )(-Atx k 4k x x# W N d3 N t0 N CJ 10 No) O dJ O go. 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TXX 3TXWTURAL DA"INGS SHALL, B-, V-S�,,D 'IN CONJUNGTIQI� 1�1`TH Tfs',_-: . 5� A=)n_IT'�L')r%%AL aOTTOM ZACRZ, ARC -5 �, C" `N --,', 0 1`� If'- 4 �- i�," - I � SPS4,ftP110ATIONS AND THE ARCHITSCTURAL AND TMECHANICAL DRAW,11'14�__'­'­ S;=1:-L_11 11,.1111'"1GNA' CA,D­'n,N,i GARS UNI;rork-�-,,_,S- a-F_-7WME,N ill�ny _ItlAfT f,�vr�um w� ti,w-w '!Qtf`r1:',TNQ CODE UWp'U_ji_­ I I �_, 4j N I K A t. 1 1`4 \�). -1 � REVISIONS —, NO. DESCRIPTION DATE cr�,N 11_�_ds z")-iTOt,-, Z;,,�hR,5 4N= Ccl-�7EP L�_),.-,� 5RAfN5 4'. ^A� vw% Vito - 14 . HF AMCIt ` S IORGD " N ROFT&RIUAN'ONMTE l;fx " -`_7''.1 MENTFOR RENFEc , - UIQL_7�_�y\. 41 H LOCAL, BUILDING CODES, w INF��kc^cl MUI�JNII�jcq iN Twz I -4 ul N04�71i-4-50UTI-4 =)JAZCTtOS1 IN T'�'E CIU7ERMO57 LA`f'C;k'L. . 3. SN"XURAIL ANALYSIS AND PROPORTIONING OF rl",MBERS 13 SASF) 'I", Li � , I 1-1 Jj I ULTINAT;i S.TR4N&TH DESIGN IN ACCORDANCE WITH PART IV-b OF r,',` I 111 !(I N1141 4%, T ,op RcIt-!i-..---9 _(3- ee�_-Or,*A;=�Y TOP RriN �- 11 AvURICIAN CONCRETE INS,r ,nl� . UJ i 04 t-i'l - ,- 4 ' __ - L__ ,,--ID(��) I- . �- `__ I - A______ - --A 4. ALL 00NORSTE SHALL BE l4QjIimR0j,Z,&p STONE CONCRETE WITH A MINIA01' " I ; - I-) , I , , I [ Ij] � i � 11 ____ . -0 � ,I I - -�­ - ,T i% 00"RESSIVE STREN DAYS EXCEPT AS NC �,_, 11 -i I ull 4 � / I I . I I I ,I , k 1 t, I . I.''. I I (a � AND, ( ID) BELOW - ; K)''I ,I- r -�-�I 4� , j �* , ��Cl _T___ I � I 9 ____ � 0, 11 I � I -1 ---I-- I =� - _y -7- --- _7_7�____ _�-�Lj - I (a) AL16 CONGRET�� FOP, 'MIS S-`GWD (2ND) FLOOR SHALL B� CON1`_8,',I ,: � '. 1' - , I `I: 6 _(D --- % N, 50T7 --,�"-"r,� - ---- SECor-J':�AP,Y 1507T, REIN. J�o L�- I Fc- ) GONCRETi W 1-17, - I - I - I .�, LI*fTWLICH'T (YL4X. WET WE. � 11��o - � ,� R I V i3 w MINIMM QOMPRESSIV-� 3T. NGTH OF 35V0 P�;l AT 2-, DAYL. I— - _ ­1 11 1. qjb ikfl!�� � " t- ___ , 1__ I I I - IT ( tI) ALL OONGRJ,i'TE FOR HOW Fl" SAALL BZ CON'TiOLL�;j) 1,1G .- , � ,_� t! ----,---- _ I—— I ­ 1� A (MAX. W&T W&I-4HT a, 35 FGF) INSULATING CONCRETE WITH A N07F-: =__ � -,-F- LON'T ai�ls I Al"'Z, 4 �,,,� =�,REC73C�N ,4 =I h Z -_ -,A " � S ,07 �;- �' vNIN ON PLAN, il!"I I V(�T ALL I LACY WWz-vv0RQvwG QHAJ,L RE DHFORMD bARS OF H14H-STIC ENGTH ti I'W - - I=- t - S L_ A M Iv 41S, p=1 fs,'t -"% r-- K E--,X=, ,S,NAT�1Q 74Ah5l_F_ MAR!N N [)E5C_-RIPTION CO 'L0 A N oNrumaAelpm 1 N C-7-C 51 M— F — Ic 55 r z _C? Z�OTTOM COLi.)MN STRIP t # 5 7 fM4 7 50TTOIM Ivfi:1✓'__STRIP P 4 fdT 7 I> —�T TOP CO_JW7PP p � I 1�_�i `_' I- - I t �L -L.- _ 7c,i� , , � � - �7� STP. 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FROM 12,0T7, RE-;- - TO Rusi ____ // - E:PGF- Or-- BUTTP7�:,_ 71i­ I I -, -OkF�wrz_r7 �WgRu L��Iiw-t� R \, \ ,I '_ L_ EIF-All,�1- I # CPR J015T - - \)77 -- N-55 c= CrP,H F 5mAf•1 cpJOIST I41EK TYPiCAL - - I -,, S'i- =,,---,, 1c: I i JC`-,'r ,I, i 1�c'_;�­-' I . _____ - -.1 NOTE: =rl_��­ .__ � � 1_____1__1.______ - � - �- -I-,----,--.- � � -, � - ,-!- EZ_ LOCATED AT PICINT15 cl� hi. , NA_'11 5+4_',I;�, , 7 C,_:�_� �, L - 1�1 -, - 11 - - . �_.-a "i. I I E � DOVETAU- 5t_ci`7Z ,�,_', - I � . �� \,",\X., I � :\�\ "X:�:,�,,: " t I I � � Q I C,� .AND k,; ASONAN ( I � I - 6 ��3 55AR �C) 11 A. �#�Z ,:).�% SMALLER 4 ;9 n 4DAR DIA-Ir97nolt INCLLI*- 0, I FLA- 11 13E�- I ' /,- __ ___d I , I . 11 I � I , , \,,g\�\ � , , 0 ,:,\� 1, �., ,�, " - 7"ll P I Z A'— H �:) Z) IN D ETA ; 1�s �_ T-� P - C,�4T c:R;IDR !HOOK FACIM : i _____�_________.__f_____,_ __ 1w_ I- - 4 __ I 6 la 11 �z I j �p 'i L � ( _____v__1 TYP t*7,..:-1 - j . 1_� - 51".4LT ST,eEl, CONFORMING TO ASTM Sl-'CIFICATION A-615: GAD_: I.)- I . (�%wl. YL&LD �O,UW, p&l). ON HALL CONFORM ff_i A-L';.I.M. A-615. __ �, t�7f::�I,.J,.-71J,`,�/N_ a7'-.' --.-.,- 6. WIC WSH SHALL CONFORM TO A.S.T.M. A-i_',� AND A-Ib5 (MIN. Yli!,,,111 1 IQW)%L b5,000 --PSI) - � 1, jiLL 9% STl WORK, INOLVDING DEIGNI MhTz;RIAL, FABftICA- .0 It 1740 A" MOWION *HALL BE IN STRICT CONFORM WITH THE , E CA r 34*TMM STWU40 SUILWNG CODE AND THE ATSC CODE FOR BUILDINGS 30AND 1 T i e I. (1y70). I E INDICATED ON ';RE Di?AWINGS. ' 2. CALCULAT-_`D STRE,S'S&S - - 11 � 1­ I -1 I I � WITH Th-l' STANDARD St I 11 , (GRADE 84AMS) SHALL B.� CAST IN ALTERNATL ?A', -�,.*, i,�'�""T ' FO"DATION WALLS k 'n . ,4. TO 1XCUD (D-0 FEiT IN L,&NGTH. CONSTRwuION JOINTS SHALL R,i-, � , C:0, - - ­� L�' 3. :,'�� � ,", ' OTVRA1 I _ �i,­,�fI7'Plz S"All '01�1'P(%!v 1 A,S�",M. A- ALI, 3 T-1RU - - -1- "I I ­ I" - AT POINTS QF II p��'­ I :-_'_.J Y1z;LD POINT * M-NIMUM FROM EDGE OF BUTTR93"S. hOR17UNTAL JOINTS W11', 'L-c" 1 P%RMITTED ONLY AS SHOWN ON DIVIAILS. 4. THE STEEL OONTP,kQiI:vzi zjiiA.;,.L ia_ DU,CFR OF THE 3TEEL C-ERTIPYING .LO . FOUNDATION WALL.'(URLDE BEAMS) SHALL; B4 T4MPORARILY BRA -ILD Ui,rll � R�_3QUIJR,Z,Y,4,.NTS AS "A"'FIN"D BY A*b.4.04 4tk �Op- . '_4�4i i "' �v FRAMED SLABS AND STABS ON U.RkDE B.FIACING TfW,SL WALLS LAT.-.;I:A-,J,Y- A -)A_ �S� � ��,�e'gs � 7 I ,� 'I'L i ,�_ 1� ;17VPj' SZi�_-'I', SHALL CONFORM TO A.S.T.M. 3 F-l"CIPT �'A­ � �jit, ,k, } w, -�,_ Fl FARTH PRESSURE, WIND, OGNST4CTICIN LOADS AND OTnR LAI';, ' RA; � A I �I • -1 . v HAV4 B.L�ZN IN PLACE ,�t-, ( CAS . 'TakLL 7",ij::�W_i Z A.S.T.M, k"'I"17 AND ftll''`F ,S,T1:qu3N(i11H -�011�11 Ar.�,� `.M� A325. 1 BULLDOZERS OR OTHER HS&VY ;`QUIPM&NT Bt� PKRMITT,"D CLO�j_�,'h llilik, ­/_�11 I j � - -'n ­� ­ I , � 7 , FROM ANY FOUNDAT14DN WALL BSFOiL;. THE: COMPL�:T�-: STRUl^rU�H,P�:-�,ia,,�-n, ,L', ,,�, " , I " � , ­" ., I ­ , I 1�� I " �', It, " 1 1. �� I "L, I - t, bQ,�,�,- �-�,� , � ��,101,m'�­% il,j­jmu�m V­ - ,,� ,, �', ;':_� I � , .11 � I � I - - ­­ � - I - I I IN PLA.C.E. I , � T - � It. �, �;:-, ,� �N 1, O.; .."4 � - . ,,�, !I. I 1, I ALL HORIZONTAL BARS IN WALi4 AND B-E�AMS-j AND "RS MARK�-` `­z.4NI:, ,,, , , 'j, `Z OTI 'RW1 -Z,TziE,,�,iT4i �)! I,, - I. L, I, i.�_ 21 ,'� ,,'7 T J� Co N TY� I' Ni,�� HE -3--, - I - *_'�tt, " ji , 1 , I �., I '4LIL HiiaH I (CONTINUOUS) SHALL B,z. LAPPED A DISTANCS "'V'" AT SPLIUSS AND ,,.i .- � - , ,_ � 'L x � � ";. - ��07r,­ij ON 1D.-i 'A,Wf"Nx,S, 'B_,_,'Afi,AD,,,�1 ' ' , !��' � '�` " 1; - - , ",'I "i " n" ,� � , 0-31 T' - CORNERS UNL_,�'SS OTH--RWISE SHOWN ON PUNS. LAP CONTINUCv- 1� , 11 r, __- --,­'y.__I._, IZAL,L Nl", ,".1., 1','­I� I I Btka;%�A,T CENTER, S=WiEN SUPPORTS AND BOTTOM R,&IRS AT 3Uff'0;rV1'-, 11 , ,,�.; , cvK! ALL TOP BARS AT NONCONTINUOW ENDS. R a 1 " "Q'�q 0"' L' ,?,.., - .- �I; �t,i� 1- ,,, 1'� � ;141 - � ,I ,-I'�-­--t 1. -A I 1 - - I'- _- i `� R GALVAN�ZT, 'j�"* 11 .4 L� 1"ij�ji.' �, �,�'.*, O " � AiNT " �'cio � (�, ' " v _it � �, L ' '�I - ­�DJ _�, 1� � I •I !" U." '!I , - p 1 12. ALL BARS NOT MARKED TOP ARE BOTTOM BARS. ". , I � I I I PROFESSIONAL 14NO1334R. 1'�'. AIL L7KNOM Of HOOMD "RS INDICATED Oit, DRAWINGS INGLU71"E t�L',,', , , 1:, 1 ON I FOR HOOK. O. ,,, '­ L tr")n unmons vq 1POLL c6tpmft�: ALL W31,I)INT' "Arl �� `I"`�'Ir Py "'70 11 WITH THS .41 11 I I i4. PROVIDE T.lTUR_u REINFOR.M-Mr;NT FOR A1.1 ON,i-WAY SLABS AS , Ti SCREDULL1. III Hj_tJ1H_STFWQIRfi ivul � . " � I - IPT ltI I �,z FOR STRUM . _ . HALL bi& FOI,Io4i,­'!) xm,u� k_ I - ,-,-- _ I . I ALLY, AND T*6 5LAlBS FINISH:-4) AS RS-�llkUIR41) BY THS- 31'.�tlii_;�lt , - � - ! , , �­I,, I FOUNDATION. ALL, HIS,-, , �_ ­­: . - ,, ­ �: � I - ­1111 I—, ­­11- TYF�1'1 16. FUR TREATMN'T OY EXFGSt,&D �,ONCAE­E, S47E ARCHIT_,-,c-rURAL DWwAlvv'-. ;,, .:, I AND SPECIFICATIONS. ip, L HE DRAWINGS SHALL CONFORM TO 1 � 4��,,, I t"HC-Si� HOWN it; THE MANUAL OF ST��EL CONSTRUCTION OF THE A15C � ; - .) 17. �, , ,1 '- I CHkMFER LXPQSLD CONCRET,a� COLUWMS A14D Bi�AM6 AL ��HOWN CIN At! :�. 1;-�:_"T__1A1' 11 BE I D, HIOR WHL�­t-j,' P03SIEL�. ALL SHOP CONIN�--CTIONS SHALI RIAP,?TS ,' ".- I 11 I ­ STREN GTh BOLTS OR WELDED, ALL F1'�LD CONNIZCTIONS : ' - ' 1, " RIVE."',"D 0", H1jH-STthEN9TH ROLTEKI), EXO-�-,?T LIIINI��;!, i I r.. T111i CQNTRA7�-'R SHALL VERIFY THE DIMENSIONS OF AND TTN-STA1�'L I � � MY - Al.. L&_EV;_�S-, A�,;`H� � , .1 _ MASONRY ANCHORS, iTt,.* AS RZQUIR&D. 1-�. I . 1", ; -, - I I ALL PLUMBING SLOTS AROUND 51,�;&V&S SHALL b& FIL"D W'i"'% - 11 � � Tc �," `1,l,_,.,1_ 41uk,,�i!" ;1 TO THE SA,*', DEPTH AS FLOOR SLAB` AFTER PIPING 15 INSIZA,'_E., CAFAf`I11rV ,g­li 'IT17 --%iTit I I I - Thz� I 20. CAMBSRS IN BOTH TOP A1,1D BOTTOM SURFACES OF CONCRETi ,bz'­%_ , 'I-- THE - I I SLOS, UNj"SS OT1WRWTS_� - 'NOTED, SHAL7 B.i 1/4" FCR EAC" '- ' - / � _I I B_-1 OON,61i)Shzi',. OF SPAN, FOR ALL KIPWL,RS F.XCE&DING 20 FEET IN SPAN. CA�-, . -, ,,�_,, lht�YSSRS SHALL BL CAMb_&'U:D AT TH&I RAT& OF 1/2" FOR EACH ,o � � , ­Z,� ALL CONN�,'CTIONS SHALL BE DESI-GRLD TO Sr,T-,­`�tq' �Y' , 'MT�17I` � - . 21. - '01ET TO P!�_,iSCRIBED ELLVAT"ONS, CONCRETE TO BE 13CR6_',',aRD � 41 i, �,4. " _0 MINIMM , _, I � POUNDS AND SHALL HAVi� A I CONTRAOITOR SHALL 9lSTIMA,?_1,' ST'�,�,`L B&AM DEFLP�CTIONS DURIN � CONCRETE' PLACEMENT "D PROVIDE ADDITIONAL CONCRETF TO z',, Ill, _. ' Vo 'T% ^ 1�, ONE-'IDED CtI.QNS IF POSSIBI,,'; AN�U 1A) 4: A LZVEL SLAP, ". 1. � , 1� �, 1 I, -A. 1� US L A ., . ,14 'a �_ 114 Di Pitt IF '4T 13 N_iC'ESSAKY � TICN FOR B,Rk1XS in" DE,'..'P AND UNDER, 1"HIS CONIfLiCTION SHALLIB6 I 22. __ - 11 PROVIDA Clit�ARANGZKS FROM FA,;;--, OF ,"0N-L_,_" ,"­ - �� I t"..';� � , %., 4�,?"'_',_% - k� K, I�I- , 4 " ­1 - . 4 AND D'-­�31(11,1��D 'A'; ACCOHDANC!-* v,`11 1`11 TH-1 A. 7., 3. C. MANUAL, PG. 4 �, ' FOLLOWS. SHALI, HAVE A MINIMUM OF TWC LINES OF BOLTS IN iLACH LEG OF Ths - I PtLIEGAP5... � ........... � .. .... ­ ' .' ­­ '.1 I I ­­ I )N,E-z)"ED C) N ­CN! ECTION ANGL2;. WA1XS..­­­­I­ . I � I 1­1 z).� ��X�" ...... . . . I, ­ I � 4­ _,�,, -, ­ bt,I � -. CANNOT PASS C:OLUMN ?LANU&S, RIT-n',11's CQNN`��Cllt "A� 14 _�.­�_­3, . � . I I � ....... ­ � .'t, MUMS ?i,"Tl �-U`, ,-:- - ,Ii� 11 I " PLAT""S TC B'.'AM SHALL Bli' DRSIGK_�J) VOR MOrM,NT AND SHEAR. ' JWA,M �-�, � '' 0. I ...... � ...... � ......... �,­­­' ,­ -4 / ,,,, o R �k-z� ­ - -, �_ 341-Aw I - - - � .... � ......... 1� .... 1_1_ ... �,, - " 11 - 1,'. -1 - THE, U5� OF 10V`�LIING' FLAT.. tTND8R M,LU1v,N BA31" FILATES Wli-L NOT B", -, . PlWiT­T.�,,D. 2i. CUBING OF 001,C�IETS, IS TO START AS 30c* As F: NI-1 lz� q -'I 01 I. '' I I- I MAiRRE-D THERtEBY. IT WILL NOT BE P__��AWJISSIB,Ltt:', To _�,::_."k ' - - I �_. ,k THv� t�s� - k, Ila �j . 1 ,I � ONTRACIT, I�AAWIN'140 FOP S`Tllto'E'�, , R �_ CT I ON � * � �. UNTIL, THE MQfWING AFTER Th,� CONCR:-;T­ 1-6 GAS" I . 3HQ 1,1I I � DF DRAW111GS W11 NOT B_- F�'JWITT,,'D, 24. PROVIDE TF.'. FOLLOWING LOO&�i I,IN­yr,LS wi�ii &1.li; 0-�.-,_-,.__ �, _. I ;. -­L CONTRACTOR 3HAL�_ COORD1NATEt AND Pl D I I - t:,!�� THE ST-, �!l R9111 E 441, If' - .I�itS - , AND INTERIOR, IMA=fiiy 11f;AALLZI1, UNLESS OT'.'..'� A W " �,. -, � k ,'.,,- � " ., ­0. I -Ai WITH TH-'Ix R-iINFORCING, P---'WI - -) , CHA , AND CjTS IN F21 - .1 ft,zl,l !!�R v N I CAL uXTIRIOR ' I L ONE ANGLE FOR ��_ACH 3-3/ tt I Cf WAI 11 THICKNESS. OR ��_LECTRICAL F4_11RVIU_'S SHOW14 ON DRAWINGS AND THAT MAY 6-4' 11,.CATS'D `­3r�y,�P_11 ilii__ SHICIP DRAWINGS AfW. A?FH107:.1)_ UO Fl�-TID CUTTING OF �T - M. 0. UP TO 14110" - ANGLES 4 X �',- , 2 x 5 'i-I ,.!1/2 ll;!Li, B-, ?:JIMITTLD. - �4 - � i I I X. 0, 4 1,1 " to (� I fU " - ANGLES 5 x 1, x 1_)�Io ,_-, I _ , 1-1 . � ' , M.O. 611" to rlu" - ANG1.45 'L) x 3-1/2 x 3/z; ) 0 NGI r � L URNISH AL4, PLATES, CLIP Al L:5, CONNECTIGNS, .ryp, Ijo�-r, cR ALL ANG" - M.O. * 1'.QI' ` I 11�1 ­" REQUIR-I'D FOR THE COjMPL.a;TIO1q OF TK-� 571 UR-4 ,�V�,iN IF . RUOT "HOOKED 001+yel.4V X11. : � IE F--, 1 25. , I , ALL LJOHWEIGHT OONCRJ:T-z!.' FILLS AND PROTECTION SLAEAt-j, �,_,I`kt ..... =:z �1 REINFORCED WITH u't x 6" - #iO x #I0 W_c'LDhD W_IhE A--c,,H �.'&,­' I 'i'L. F�t(,-VIDTI. ,j1jjTAbLi-, M,ASONRY ANCHOliS, TC 8�4; APFROVI�D 3'T -'J'HE Ill BELOW THE TOP OF FINISHED CON-CR-FTz,I. A,-ic:,-HTE�­�, F�*Iii_)Im ,_7-1_1 :11i­.I1,1'v'.NS AND Ir-i'Afh1Z TO AbUITING MASC%�,V; 4p, ­.Ali.,;j 't- I— 2b I. CONCRETE PADS AND EQUIPP,6NT DASES SMALL BE ar,'INFc1i,,C�D ,,, � '�' "I �: � 1­� "`- --�-,l , �� I., � I 'I', � � I - - ­_ " . ,��,_ I , " V, - �1 . �,i ERIOR I I �i __ " I 11 I �, C." �, •,�_ �, - — I; 1�'. � A� "! I J�_ ,�4 , ,� -1 __ 111.1 �Ijilil_ i �V4 'Li 111­'_11, - L; , I INTEREZ�R EXT 4 ,�) � 11) 6 " x 6 " - #8 x #b WELDED WIRE MISH, FuR LOCATIONS, ;.o7 ��­._ I'll I - I I ­1 11 , r""i "' -1111-1 1 1 I - - (ffi;r -- - - - - � � T" � .1 �. - 11 11 I � 1� a_ - FA � � � . I : 1. 1; " Dzl ;A-t-Hre, , - _]i7 T "0­ChzM-_' HAVIN'il A � lj I- �, I , I ,� �, I 1 -7 . Fio"45 fL � a fr AND THIMESS,iS S�-q THE AROHITj3VMRAL$ ST'RUCTURAI, AND . , I 'j� ,-I- ­,� z"". ''I 11�� �jll 1 <1 I I � L.j I . - � I! _ " n� 1--_ T Ail", I I i_a:V)l_N CCN� _LJ -111 rl ,I 6 � PEC,4111l,NIOAL DRAWINGS. , , , I I,��-tA;­x, FACE. ; [L . - - I - ) c, : 1), - ,�, �_ - - � __ . �,� f - I 11 . I . � . I, . ,J 11 ,` -, 5 SHOWN' - �'. 1 , h, � �,,,,`A i�-, )­ ABUT�v N_; '-'01J,JiD 01 �1: - �� A, � 1 R1011 SLABS SIDEWALKS _,�Tc.) ON GRADE NOT FRA­4�2 ,�:,Aj_l, 11 � -1 , ': 7 � 11 ' ' '' ­ _...,1..� A,: 1,JN�-,AiN7',�D. A' '� 0T;­1'_-IH SU`Z,Y`_'-- I < i - ,_�I -:,l _� T. , 1:' �,,_'l _� �, �, "I.A . � - 1, �4 r, _'.. � I I I :iASHr_n.Or-';;T I,J,�!ICIIN "I'll", ... "I f -, - .L 7F I I �- ,I I'Ai , - I I ­� I- ' " 7 - '� -,A,I', - I - ��/_._l - ICK ON A MINIMUM OF 4" 0 PORO�;' Rk 1, - , �,' ,�'I'I' 7-11 " , ;; � �i�lrl.�, 1, �, "I 1. I ­_ , - ,,, 11� -� 7 ' 1 1: �,!, `�'� . �,HCI .1 NT AND (�N'-" it " " - � 1� I. I... ­ L I . - A 11 I 11 , " � _ I I I -' FOR NOr4-CONT. 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OC. #4'5 T­ ,1 - _'1L%4,Nr I ^OR A' 10 VEAT . fkz! 4 , - , ' m� I ,:-��ZA'I:�F_ P.a'� � - �, -'� 7 '�O`Y\ il ,: - - �OR It If OR '_ A:�GZ�,'- ,, aRT, Rr.1 NF. EX(::t-= FIT - AC t,Nt SWA O CASE 7, , ­zp-D 11-4E LZA-, �;I,11Z.NSION n11 ,_,1-LjN4N -v ­ . ,_-,-r,- Co., '':,\I ­ ­ ,." I , 11 i .� __ " -, '' I , , , I I - - � , , , � I , ST. LUCIE Cu"UNTY, �,___) / I " r ,!W/ */4/�tv_au 7 ; 2/_1 /, - - A � L_`-6- c ­f7-00S-01q_y {,�t/ c-, a ­­­ --- I I - - , I � I � I ,�r, ,,I(� ,)I- ,'- - i � - I I I �1N,E I ,`z , l 727 1 1-1 I I I I 1 r- , % I I � I I . - - ­_—_ � It z, ILKER 0 'AIN & ASSOCIATES CLARKF AA4 I At`,�" �_I - �,­ - & 4 , , T S _ PLANNERS CONSULTING 1-1,�;t- ,­, ,­_,TI ,r, t,IDSCAPE I ��,1�j-) "f,J I 0 t "",!; r ,�,� I NEW YORK, N.Y, ­­ O 1,41 k,j, 111L. F� - : I - _