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HomeMy WebLinkAboutGROUND FLOOR-SLAB & FOUNDATION PLANI GENERAL NOTES: G R A D E B E A M S C H E DU LE 1. ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS REFER TO GROUN,, FLOOR ELEVATION 0' -0", 12. REINFORCE ALL 8" CONCRETE WALLS WITH #4 Q� 12" OC VERTICAL AND # 1 ;'1 10" OC HORI- MARK SIZE TOP ELEV.'TOP CON . BOTTOM 3 STIRRUPS REMARKS ZONTAL UNL SS OTHERWISE SHOWN. 2. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL, AND GCS I IG. - D' 8' L TIIRUCiJT ELECTRICAL DRAWINGS TO LOCATE EPRESSED SLABS, SLOPES, DRAINS, REGLETS, BOLT 13. REINFORCING STEEL SHALL BE DEFORMED BARS, NEW BILLET STOCK, USA MANUFACTURE, -- - - - -- - -- ---- -- - --- ----------- • --I-------- __._ .. _-__._- .____..._._ SETTINGS, ETC. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHI- ASTM A615 GRADE 60. G 5 .` 2 - 4" 12.4a G Q4',� TUCLUOUT j TECT BEFORE PROCEEDING WITH THE WORK. 1-4. REINFORCEM NT SHALL HAVE 2" COVER ON MAIN REINFORCEMENT IN COLUMNS; 1Y' COVER------ 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD° ON STIRRUPS IN BEAMS AND 3/4" COVER IN SLABS ABOVE GRADE UNLESS OTHERWISE SHOWN. 554 4. PILE CAPS SHALL BE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE. 15. BEAM BARS RE CONTINUOUS UNLESS OTHERWISE NOTED. WHERE NECESSARY, TOP BEAM j-__--- _--- - __. BARS SHALL BE SPLICED 40 BAR DIAMETERS AT CENTER OF SPAN; BOTTOM BARS SHALL BE G E'? 5 8 " 4 o' - O'- 6 `- � � - %j � C Igo°per -I J I L T rZ- 4. s . F=, c /- Pr.. enp r E fr'r1-I. 5. WHERE TOP OF PILE CAP IS BELOW SOFFET OF GRADE BEAM, DROP BOTTOM OF GRADE BEAM SPLICED 1.2' OVER CENTERLINE OF SUPPORT. LAP MESH 6" AT SPLICES, LAP TEMPERATURE ------r---- ----+-------------;-----------------------( _____.---__._____._-__. ACROSS CAP. BARS 12" AP SPLICES. LAP ALL DOWELS AND SPLICES IF, VERTICAL REINFORCEMENT 30 G� Co j B x S2" -C7 S" /J 11G rt 3 •4 6F, %4 f'T��. cP DETt'TN BAR DIAMET RS. SPLICES IN REINFORCEMENT OTHER THAN THOSE SHOWN WILL BE PERMITTED - - --- ----- -----J----- ALL CONCRETE SHALL TEST 4000 PSI AT 28 DAYS EXCEPT FOR SLABS ON FILL. PILE ONLY AFTER APPORVAL. G 5 `j b x `i { _ p'-6" (Z CAPS & FOOTINGS WHICH SHALL TEST 3000 PSI AT 28 DAYS. 1). AT DISCONT NUOUS ENDS OF BEAMS, TOP BARS SHALL TERMINATE III STANDARD 90 DEGREE Gf38 L7 >< 3Ca" p, Pj" 2-�� s;, C.p } ° � �`THrzuouT I- ii Is. Fe. t m I r:), or r -rw 7. ALL SLABS ON FILL SHALL BE PLACED ON 6 MIL POL'ZETHELENE FILM OVER COMPACTED ACI HOOK, JNLESS OTHERWISE SHOWN. - `-"- FILL. Jo J (rs SeCo EA iC?�E offf P'Ir E ! 4apc� C "re-r, F ,At:L �, zA 17. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL MECHANICAL OPENINGS WITH SHOPS. AT CORNERS OF BEAMS PROVIDE #4 X 4'-0" CORNER BARS AT SAME SPACINGS AS HORIZONTAL DRAWINGS. - 8 REINFORCEMENT. -- --_a- -.3_. GE5 11 2lz (Ca" - 3'-&" PROVIDE 2-� #5 BARS 4'-0" LONGER THAN OPENING ON EACH SIDE OF OPENINGS IN SLABS ___ __._._._-.___�,._- _.._____ _._____._--...___._. G 12 12 12" 5=0" k r� ,e FbUQ WI'rH r IL.9 Cary-exTEN rr r< NOT FRAMED BY BEAMS UNLESS OTHERWISE SHOWN. - �" Co co 4 5 "-rHRUOUT I g,A,;2,5 s O ,w•m GAF'. 10. PROVIDE DOWELS IN PILE CAPS AND BEAMS OF SAME NUMBER AND SIZE AS VERTICAL COLUMN G P� 1 3 12 i 14;" - 3'- 4" r • dt �F 2 [a �d AND WALL REINFORCING. BOTTOM OF DOWELS SHALL BE STANDARD 90 DEGREE ACI HOOK AT -"- ----- ---- --- ------------- -�---- TOP OF PILE CAP REINFORCEMENT. G ILI 12 K t 2 ° j - 7j'- &" 2 - 11 Lp 2- - d i 11. PROVIDE DOWELS IN PILE CAPS, BEAMS ANC COLUMNS FOR CONNECTED CONCRETE WORK NOT G 5 1�5 I rG I G!" - O' S" 2 - u% I µG, a" TNfa UOLJT to iT1 0P 54r�i E A. G N'D POURED AT TIME ORIGINAL WORK IS POURE-1. DOWELS SHALL BE OF SAME SIZE AS REIN- ------ - ---- - -----_ _ ___ -_. _- FORCEMENT IN CONNECTED WORK. /zo" - �'-Q° C -�c 2 47 4 6' TWfuouT F"'OLf", WITH PI LE CA PS EV'r?-r T'r THt•-.i.klUT ✓•IIG TG(' FAr2ev EA. F_rJtD -- - - ---- ----- -- - - - _ - --- -.. ------ -- - -- - -- - GEs i 12 ti0" -' o" �•C•c+ -�� :: rl�>"''�+wLCL1'! PoLjJz WITH G'FJLEGAPS.ExTENiJrtt l l f�jAaS 3 a" IiJro CAPS, r, f2.4" _ y f3•� � I�'•8 ,. t2-4 � 12'-.1•" I _ i3'-S" 12-4" -i2-4' i3'-8" - 13' B' - 4.L _ t3 t2'-4" 12'-4" - _ 2 r I I a.' , 3 - 8 - 8, ¢.,3,a I j I I I I 1 I I iI I j i I I I D , G 3 I G6;1 � G15 fl _ GB,o _ cyst - 6515-+ _. -- --- - I_ r. _i •- '- I �L y-1 r, C 3-8") - y L. } _ J. _ �3 8,� --- - --------._�-...__ may... _ ;�GE{13,t ---- - 5;�, -- 1 --- 14i r I I iP4 ! --1_ P4j ��i P4� i I ;' i;P4� IP4 j ` j P41IP4--P�i T- __ _ y _ K1 - --j- -- - - --- rN- lI_ -ID�b DI I�( �I-�- l G62 GD I D, LG 3 L L GS t-1 s') � 6� 51 B2 G61 -r-< 'o --- N,;I I //��\ I'_� µ` L/ J P41 I P o.. 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GrOLW J PLo�irZ CLAEl ;5 4' CONC. 4VVSQ Co MI I.. 15aL.;I e. 4 V CoMPACTL.t7 � - �- F e 2 $ -- - I FILL. G�",,miNF.K ;T l 'o, Gr_to�Io G4wV, JviESN. � - -- � � y, I - - 1 �fJ -- - - - -- see sµT. sa r-az rzetNF.SCANNED -_ - - -! _ i�a /��Y i0 '�J•D• Ell I 3' _ 8" lA �. }�•D�'i`' J-itc; a.� �i �• ,•1.-�,. ei) St. Lit, WV j ✓ j1 , f---- , i t, 3u -4' STAY? F-'D'N. - 1G PI E5 G' 5 7" 6' 7° G 5" e EE S44-r. 5Z FotZ DET41L y - 57 J£L PDN - tGo MILES ,3'Ca•��: 1 r2-Ik 'a-v', I ; „, . �';;� c'E�`aHT. G2 P'o� ^�T,a,i.,. '---------._�28"Krp° �M d-•�G ToP ,� (bbT. i ,�I_ mr Pn °-�12"0"5 NG Tor �o" a - r---\1 _--�i CG+NT F4CS k1 2B GIROUND FLOOR SLAB FOUNDA-FION : Ia" A 2CH 17 GT*5, McGLINCHY & PUND 12* 27 N. 2*I0ST. P L A N CONSULTING ENGINEERS I. ForLT PIP-2Cf_* 4708 LE JEUNE ROAD - CORAL CABLES, FLORIDA 33146 FL+o IZ I i%A APA127MEW7 5UIL.CaING5 5t•-IcC T FC42 Y0UNG/Atv'IEQ1t:P4 S .50U-n" ll IaEQ:: I4 sr- L.UCtF_ C-: LJNTY F L.0 i:; J C 7 Al 0 "I 0 tL �J a0 q t Q L„ of l I +3 2:'z ,. o o, ko I � SIaG— ca�t6 c�w'G. I -- _ L_L itl — _ w i — — S E5 Sad � _ _ _ . _ + �----�--r : -- —-���_-----_ • `� �� I L3 ' � �t - � , I I j fi I N - _ a _ 1P 7' 'z I a , + 1 ILO' OPG. 10 �I•urr (i pAesava�- -- Q ' TYPICAL STAIF FOUNDATION P16 3'�' _ 1 a" NOTES Fr2aviL%E #4. DWL.5. e I ';ram 7-0 L.AF' I ." N17-H Ty;` I(-.'AL— VVAL_L_ t2-Ir-jr--'ts. #'1 C-0t-461iz•+T'S o>aBo Ar GrzAva &F-AM V= wITH 4-#c:;, 7L.7P 4 xco BoT. Atilra 3 DTIr-72uPs SSM PL.Ati Aec2vE Frah =,DEC7 Tc>r az/ r2"`, Q � � � DC7WEL'S SAVE �iC> d NUl,�6�R Q AS COLUMN iZEiWF-. �t Q o i j I I I_I _ -_-1 �o -7 -t - 2I I � I ! _ b lv 11. IL 7 .� `AND LdYEIZ) 6 �, _. `t5 5 - TO - —1 -- 0 7— I Ori I I � -m Q '-... J k i_ u�LL A r- UI _. - I I ul �I ro' � } �� tt'1� � , y I NlAL _ IL F?I LE CAP 5, O" C.J cP s TYPICAL SHEAR WALL-42 PILES 7 i x W�� n >ctil Ki — — t I { I r 577 TON SIZE �. Qi✓•INF. SEE PILE GAP DETAILS TYPICAL PILE CAP DETAIL D • na" G i LONG G -'I 5 5�-IOQT P2 OF PILE CAP ELEV. PLAN r COA1G. PIL85 ITY FILL.. WITH N102TArZ 45 6L.OGK. I5 L..AI V UP � P2vvI D� I w �" c®taT I«vWA�/ 1 N FAG I= dF avL. 5. V,4 I CH AE-L;T E?GT ° i�lc^ el-OGIG �&..L 5; TYP. COLUMN KEYWAY DETAIL I I v I._6— I 5 TIES G' IR•oc _y TYPICAL COLUMN TIES NO 5--ALE , F-T-­I .-i.__._-4 L-1J D7 EACH Way' P4 C O L U M N SCHEDULE COLUMN © �=J ) ' `� �=1 I �_J Q hJ �:J `g N VP (U--1 FLOOR 0 - 12 ' I I I I g I I j I I 6 I I I ; 7 I O O O 0o O tP o t- N CI * i CI S CI IL � * Q r �►nO I ►s` o�Io�s 0�9 Cv � It �C N luf c�IF IL I�I cn tfJ a0Y I l9 QJ l9 l9 IO t4 00 I I c0 dJ I , 4 dr 01-'O� 0�, o~``flo�9 ion-�ocy b ;alp o 0 r.- CL is C.L s CL C4 a C� s C`� as CI Cry. CI f IQ tD to co r m � m 0 dJ lS � �D 0 co to 0 eD � t- � � C � � C ,� � ;� � � I � � Cv � c �➢ N t- �•t �, 0 i9 •�t r � l� a► N IL N w C' to - _ ill',, As (a I CI w Cx 0 � Q �n apc4 op�IrJ� dZm�OcO OtlJ OTO k ,— OOIcp�I 0�5 00 �� I.JOTE: SEE PLAN R:Q TOP L.EVATION OF PILE CAPS. di s o j "0! r x , CI r L1 W 0 o _ N I C�t9 - 1�M ; i7'. II�'�1s `I �' �2 j I.'1, s , I,•J I - 31•0„_ D • 30" JO-#5 EACN WAY P5 P I L E C A P D E T A I L S ALL PILI G ARE 14" SQ. PRECAST CONCRETE PILES DRIVEN TO 35 TON CAPACITY ' 0+ -- _ - I 1-T7 L 1 -J --- L. -� J� I �- o s l Co-m�j I I jrt „, COLUMN DETAIL I -146 LONG, 10 --*6 5No¢T P6 AIacH I -r E CTS McGLINCHY & PUNAT 124 1-37 N, 2140 far. CONSULTING ENGINEERS 4708 LEJEUNE ROAD • CORAL GABLES, FLORIDA 33146 PL.olZIWA6 ARA.ZTMENT 5UILDING' FO Z Y©L" � 1 Avl e!c I CA. f---louTW r5eAM6 .5T, LUCiE COUNTY F'Lc>21 0 A Sµ�, I O n �r 11 I ! Iil + - I (AT 13 T" FLoorz oN Ly,) I - ALL ::;-7 IFra rLrcINK'6. i'YR. FLOC2214 . � II II II/o` V ,OhJG. G1,4EAr2 WALL j I BELow t2'*' FL. ONLY Al I i II I I 1p� PART PLAN AT 12 8L 13 FLRS. 12� A" i2'4" 13' g• 13 8" 12 A-„ - 2' I 4" I�' g' 3 g _..- �. _ - 1 12.4 12- r,i- I o j O I I I I ; (� C) I I j w 8 - *4- a Io "o .7,,;or x 2(' o• CAT 15714 Fi-0012 ONLY) ALL vrHrtz r.2C-INP'Ca, GAM AS T'YI", FLOC7r=- t. CO4C. SHi�FA2 WbLL. f5p•1 .Ow 12"' FLZ oNLy. PART PLAN AT 12 8L 13 FLRS. 13' 6 ._. ..._ --- l' '4tl.__. __- IC!4,, 13.6" I ' iI 1 it `9 — lA � El I J 7" CONCF ETE SI A6 _�i� 1 a'1-' O• �1•�1 I �p 1 N I O SarY DWr,. S•5 f�c-'. GZEINFor.ZC�INC3 1 I CONGtdE�[ 6e t=�e�aU y y GWil °0- .6� 47yr= JIG S fn(_- U TYPICAL FLOOR FRAMING P L A N — Nt 11!0- U .4' T I I O o ; =o 0 a 0 -- . - -� - --- --- --- - ---- (D ' D ' r E- � �9 ell U Kit 1 ;IIdT Y 3`4' 5 0•C Ii' g' I � L I 1 � I — i ,. 7' 4. STEP5✓IN5 *e SCOTT ACcGt,.1(T�GfiS McGLINCHY & PUNDT i �4 e) N, 2"Q ST CONSULTING ENGINEERS FcJrz'T pl ef2c's 4708 LE JEUNE ROAD rz I C7 A CORAL GABLES, FIORIDA 33146 APAWTMENT 5L1 1:.DNJG5 ISwci1-7 Fort YOUNG / AVEZCA 50L)TH &eACW S3 15T. LUCIE CCLINTY F t_d t2 ! D A OFG G' ,� Q, „� (� ..__._ Ix T �. y, c c M a,1 �- y" '4 rJcw p k70I< L, � I _ _.-- - — — I --- — I • "� ' I _ — _ 'I ---- mV _ L� �Q �� It o' �I �� +1 J cl1 v Q - 2 J� d = 0 - : O (V a T d �j T I1+ o N S•o ^ �•� 0 -(n ' ' - - _r 'i`o - � .. O -� TI' �: `� x � # i a„ ' 0 I 0 � a -� w ��: x -_ - - - p a d I / 1 1 :y V # tl Q c, * �• - � ILO J I # e �I C — nl 0 7 5 I2a.I1'o r 0 # - �I - # # -- '* ] O 'kI 8 4 Imo' _ t2" r r - t L y - fi' _ x , (�' x $ • p I,h I ,* K �j' �� �I. x 5,- — -- — -- - -- N - t iv d M I � I 17 5-*4 x7•Q"• 5•04 7.0" S. 4 K 7',a' S ��!»�'•�" r�.�4 -.;, (f- 8 M 5. to g O 41 H J �91 C - • k I �, d • ,� � x 8' o,l 5•"41 � co I -Y M00 i 'd a d I e+ .. � � •o d.Av 1�0 7• it� x n, } xq'.oi Q -I c s � 1 u ri 2•s4.q:p^ U xfa•o x� al ' i A R7 7 i.-ti"-1.0 IT I i , 14 IV 11 j i 7 CONCRETESLAB n x .f to i N�• 1 _. C7 K g�•oia 3•�41><G�v" I MiQ AV 14 ! I �r a I Cv • �Gl. i:• • r7 I ---- —" Q 7 - 4 C -'7-.0 'v' —NrJ .c 45__ 2k,1 O <Il o„ ( •�° '7• �i •7__-�5=1 :.•Il.cj' 1'�ra-;I', .II'. _i2 d d y -�. n 7. II ai-y ..t� _ 4• _.._ ._-_' r N II /1 _ L to �o- _. -• d'! 4 � 0 : I I - tm'. r` L9LOQ0� ;k Y �S I �� �- # �- �1- s x + -� Q1 Gf. • l% o (2a:--- - • j --i' Il� I a �'�. I- 6' 4 - : a - a ln'� � ' ` —.._.. R- �1 � , � K ..J I to �' 0 ` �n' - _ _..._ - - - --- - - -- i < x _� N' D 0 LV r3 12 * # a t�1 } U Q ltll41iJ C to I- rrJnn W W _ Q 77 o - - -- _ -- - --- �` 7 lt__ - c7 'Q = °i 5 --- Y n ri -• sF _ —'1 Li # ` �. = 4_#4 — — - - -- 6' DIY 3 0. ts', TYPICAL FLOOR SLAB NOTES I..,-_ __,_-_ 6 LLCONC, SL 12°a�. >=a' way P�oT �" r.�t 6At2� THr2v our.N05 ;N S . AL 4 �. J, ;,: UN��S SHCJWN OTHEF2WISE it -I PLAN 0�2 5t?GT1pN Pt�oQVir�"'E 6-I tUi � �Nc?�cGryCs Ina - -.w�t.�.� s �; 8livlwlZ ©EC � NF8S FaWS cu' - coCONC2IS7 GV9L�I2MIG a 4ALL G AS i a 4 o 1 0 I EXTEt2tOC2 CONDITI01-46 I" .,;,, a ,/�j C yy��y �•••� �1-�•� ( �j ` _ Imo^ _LL - - �/141+� 7 WN15IGL t44 14'•+✓ ,IIR�I.2 V'Ila _ +- r; �•r�.c,� 3� �6 CONC. SLAB eivT7'aM LA`7' Pi To -rOP LAYEt2 Tyr- P;�Ai.Z5 SH4.LJ_.. 6a� PLACVRO TN15 p{t,? CTIpN• _- _1 5� O''-41 Ca •� I �i d,. �, t�EIrJFG� '0a �J�:{Z� r•,�"1-'t0V`%!J L�7�/ �aOL..ID Llh"IES L�t�E' Tc.�C�' B�+.G?S. _- � 3`O GI"IowN &Y o4,GHr-.0 LINES A2M Pxv7-74PM 1546t2s, , r.• i 0 IL ^ u I . 1. 'I - uDL I Co I 1 --� ^`,- �` '7 _+•�. �. 4' ^ 1 i 3•a' � 8-�•>•• I�0 I'8 I` 3 o ' _q 3 ^•h'••, 7 4 17 8•, 12 to SYMMETRICAL ABOUT SLOG. CENTERLINE ®d ' �T TYPICAL FLOOR SLAB REINFORCING PLAN ApAr2cMENT butLalNsHc.I (i�'q •��'' STr=6P�W� � SCOTT I u x I I•�u � a 4 xr _ ARCHI'TMGTS McGLINCHY & PUNT 124 E5 N 2NO 5T: CONSULTING ENGINEERS F470r Plewce •--- l 1=' LG't 1 f7A 4708 LE]EUNE ROAD • CORAL GABLES, FLORIDA 33146 Z.1 KY� Y YI la'_ • 5 "04� 12 as In -'i�a" - �- 71 G r !„•7;Q 0� m9 QIr QJ s0 #�r 9 Ci Co '�4 '] `• c7' Lh Co•*4 1r-7•o" to FNC21Q `'0 U N ra / Atvt E 21 G r+ S 4 SOUTH [)EAC 14 5Tr LUC! E COUNTY rL.c7t2i 04 t 10 l30 4,. -- _ _ _ �0- ov�aaL - 2 Zlop.-- - - -- - 2.4 y r f q o r. 12', b,l 12 44 �- ulX i I 8YMMETRICALABOUT BLDG� CENTERLINE m x OTHERWISE 4„}. NOTED q' o I. `. O - - - EXCEPT' WHERE OTH - 1_.. Y 3-Itq- ", -O I r I I - x r t9 0�{TI: rl Q 0 , LJ 0 r'xp -f i 0 �� " L,1 LJ 4 81 I I `� ! ! ! 5 �� J X fIJ I4 2.110 51X if 7 o NI 0r TT a Q 't rrJT` # 'p1 LJ * Q L� 1.13 �t -0 tjj L� _ L J ail ! I 9 0 "' 2 _ _ i I r-j + 94 ^— N 8�01.. µ r t i! ._�..5 1 p# L�7 � o t! LJ "' d kI i ([ v 0 �0- �- . II t(1 °Q �01 I ! + r LIJ l -__I __ e7 � '3 o I-��. 2•0 S(J - '�•-1- I X �'• O" 4 c�1�9 r- vIx I I LJ LJ < x LJ Y 0 I I —I 7:�, aQ rn � I Q- - . _ ..I•sr5 -� r _ 6. — I�"I:Fj u N10co tf1 fO , I mI IV- Cl _o it - - - 00% XI I3'' o" I I IL S v x 6 " B4_7 #�- Co O a0' I x4 n -7- o - # L J , ,, I ILI x I I tlo i c0 rl r- r ,� LJ J . °0 r i( i, r _ kt H L e� i LJ •.t +� Lii L I < I j �.,•.. 7 = Y� ice' 1 # & r x I y Li ! U o r i C O N C R E T _E 4(lp 12'a A. WAY BOTTOM , TYPICAL l9 _ SLAB UNLESe NOTED OTHERWISE � o" 4 41��'� ! 4 4 K? _ 4 �-17 to * 4 t¢ Tr Y J I III x I I ail R X I I `� n90 Fl = -i- `a , m rt LIJ ' I— LJ 1 < r ut 44 6.Lj LJ 4' ° 12 � t't V � an L J i 6 *4- ) X 7' O„ %12'•0" to wit tf) LIJ =p \V � i) 1%] K 9 c+ 84 I K -7'. o„ lfl . cj . o- — -7 12 + 1 �7 o SEE PART PLAN DWG. S-7 �- FOR REINF'G. THIS AREA fo 5 g o, _ I I o o TI r�r Y r 1 �' c '+----. _ �I-1L I � �" I III x � LJ N d LIJ a0 — I , r R y - I t� ROOF SLAB NOTES I UNLE5 0_rHERwI6E IN raLAN or?_ SECTIoN, F"aovtoe A. 0 12 ".ate EA, WAY IE oTTQM f3AG25 TN G2 U - D UU T. CoiJC. GOVer2 OvEIZ 5Lh9!;;, R1=!►Jr- i5. 5W,NL.L � 45 �LLOWf� Tofu' P.5AM 5 34„ IY e R nntl�,NG 0','F` R5�'r� i. Tar s1 E p R 5ZOPJ.PSG ST t.lt l cf) d►i . to LKoEfc'T WI4G4E NC1T'GI7 OT4fEvrZwlBp� 50T. LAYffrZ Pac�Ti©M T©? L.AYE ToP PSA S x'�}-IAL L CAE PL_&L1 ED THIS L71 t� ECTI ON , SLURS SHOWN 8Y SoL.►� LINf✓S 4GzE Tc�F' 6A�5. --- BARS, 6HOW1J t3Y Ca�.?51-IEL? Link=S Ar2E Br�iT"OM f3AF S. u — 3-0 tOtt7 12°0" 3. ROOF SLAB REINFORCING PLAN 1¢ I` o' s ^` ZTE135iN5 4 5C0T,r fl 4t2�:1-I IT�CT`� McGLINCHY & PU [if f �a f'J N. 'Z'`s� ST• CONSULTING ENGINEERS For-T PI ErZCE 4708 It JEUNE ROAD CORAS GABLES, FLORIDA p,�6 I ' LIdr4 1 VA APARTMENT 5UILVING= 5uc--E Forz YOUNG / AMELICA S 5 SOLaTW t')EAC H 5T. LUCIE .-OUNTY FL.,Or.ZI LEA .� r-Co�G"Cu2L aeyoNP I I I :o"SLAB IN EL�vaTbF2 APT* /--- - - :— / - 5 •'r5 CONT. 0-7 v vc- Gl,/�-f• r I 2-i" GLASS :OI 4,4) 4.. 5 cc;,N r e IF I I I �I o 5- I y X 8' �„ f ►2• o „ SECTION B - S6 R 44-e l2'o, wl I WhY"� o�. j.K L PLR, BALCONY _.._ I--_y-J'__— -'.--F SECTION C - S6 In'. I 0:: 9' 4„ T I : 2 'v'7 Cuoo�e �>Jv-�L5 - 0 _w 3 Np11 5 c�NT > r_ r 'L - (No N - -- - - t - r -- - - -- - — -- - _ - - - -- - - - P14 4 5 coNT. �r3 snt2r:.ti oz i I L l• T #I•0 8!-F- LP7M S� (NEGQ 51DE, 25 TYI�' Af20UN0 Of'G5. CAN It ELEV. 514AP-� I •� j TYF EA• F:' IZ. ` 61 of OPBNI ✓US. -TYF. 8 WOL.L CZ@INPG, j # 4 It I vE GzT #4� IO'vNow! I I j r I. o ' I I IL • o_ I G" t3LdE� P5l=yc7 D I '04-e12 E%fY7 W. -I•'�4 CONT. (-4"SLABvN cotv1 ACTED ILL , I ---7 I HE4hf2 SIDE, oN � EL VATCat� ;E>!-1AF•T) I tll I ' N . # 4 I r II'ZCONT, KEYWAY - ! c� I SECTION I.Z" . I'. o" 4 I - 1 LI NG T 8 CONC. WALLS �ro i>fM 0 Q t 2,. I"JT u 6 T,O 5 1�2" BA CONY SLAB -- — , -- - - P a�" ,I ,, ' o- I ,o �h 6" LAB N 6" AB YLw2Q CDL. 1 ' — — — L__ Y _. _ " SL I 'to 2� ,o! � 4 s # II -- * 2 4„ 3'•0' � 2•• I I. �; f �:�' `;,:, �7„ � 2,•�, �I_0 „ 2.11M,10. 1 ( I2 a' F - ® B i I j 6.5ro a 5� CANOPY n_' I # �..J 1 m r l- .ItnT (dl`.�.ZT. If _ � ! - }�Q.cICo�+_ F'�'c7T" Tc., {'� TNF�U•f?U TaP + -- - --- cl F-i z i I v •o gr„ 12 9" 3'• (:a" 2:1 12a+l- r � �! a PART PLAN - SECOND FLOOR FRONT ENTRANCE CANOPY AnA�ZTMEtiT DUILDINGS ���_; STEP55IN5 3 SCOTT �o,Z A2GF�ITECTS YOUNG /AN1E21CA McGLINCHY & PUNDT 5 N. :No CT. SOUTH 5.-ACH SE CONSULTING ENGINEERS Q r-ORT PI S2CE ST LUCle COUNTY FL.OIZIDA FL021DA O- 4706 LE IEUNE ROAD CORAL GABLES, FLORIDA 37146 *4- rz 4 7v MAC:HINE,RM. ROOF Mr25 I 58. 18. 4- HOIST 15M. �y0t-10 rz 47,2 T,yp. e-o-k 4" MAC;-HINE:-- R-M.-FLOOR 17 Wb.L�L�:- 70 rZ 15,�; MACH. i kj A H 1 1-4 F- L17EV. M A WNL. l.r ea —1'vv c- E5 rn-fv5 7 *TZ541—.: r20,::r)r— to) L-5, X L2& 4 (&eyosp) Me I%A A I -85L z - # S -rc:2f- ie:o-r. DETAIL "All 84" = 1'-o" BEAM SCHEDULE --------- --- MARK SIZE TOP CON7 BoT-rom *5 STIRRUPS REMARKS E51 a Ale ez Oro a'24'«:7H;zu,our lci," C.40 s 2-11105 &24m*,Ti4f-eu.oLrr HOC>14 T. 4 e,. EWZS eej-,D tlrk-4 s- 51avr vr%-114111 rwI& DWG. Rya t 8 2 - #: 12 11,-, -n4 2u - ou'r TY P P,4 r2 A T' F- 7 514 4 P15- - t55S E�� sEh=r15. Forz t2512 8 4.6 '22 -7 -7 :,,T'W2u-oLjT C - #-7 E!�AL- 4 C4"'!a. 4tOVr-- P40F SLAII�1. R54 a 16, lz-*s 12 - *5 m51 6 1411 OZ -05 2-05 az4"..THu-our le *5 12 24",�TH12U-aUT M2502 8 16, *.0r 2 -*-7 5 8EEA, E! NO,, 5AL, C 24,1.4, (1) 4" 4 v 6 CONIC. ROOF SLAB SEE ROOF REINF'G. PLAN FOR BALANCE OF REINF'G. F # 2 4 Ox-,177- EA, WAY -7, I I k--) IN A44 r- & - #J, -7 T2 r (D eul 6 UIL n; -44 J PL F2 3q r DO tj to ck) CL v 4 C NC. SLAB -7 04 F-AY.- IV--� ex-fr-'� W4 4 4" CONC. SLA�� - M T2 E 7. # j 9 A 6 CONC. SLABS -4Z MIDOLE5 4. t Q- - 6" C;c� N r,, WALL WAY, �114 "t I` �4. SLL w SF-F- 5F=�TIOW ST. LUCIE rMINTY 14" A P P R 0 V D FA. -- L!:---o ] e7y Ca -7 7 I I e-L-F-VAT4;?Q' 00t-4 7 rZ . Iz 12. 0" 44 44 PART PLAN PART PLAN PART PLAN C I 1UE ELEVATOR MACHINE ROOM ROOF ELEVATOR MACHINE ROOM FLOOR MAIN ROOF ADJACENT TO ELEVATOR SHAFt SCOTT FoR McGLINCHY & PUNDI 124.5 t-4 IZNO STS7 CONSULTING ENGINEERS FC12T PlE!5r.2CE5 1 ST, LUCIF- COUNTY I=L.OMI DA OF ci 4708 IF JEUNE ROAD - CORAL GABLES. FLORIDA 33146 8 I I tl - 2•-- I _. I Jq es e'xVr S.W. 4 r. �� ON &AA 2.1f5 70r, N w S71Zc5 m rC" SECTION A - 99 2 . I'- 0„ En 2""'FL.6dLC�0N`/ Co G g 4. i oN C•;l.oc .+ VI SLAB .5 50 E. W. ,y r ,III a L CA � 11 t �4... REINF. 4'1 G,�L-LIMN Co C3 vZ:IZT. f 4 o„ r� r PART PLAN - SECOND FLOOR TRASH ROOM ROOF SLAB 14 c 1 , ry,. 11f1o' AfZGMi f GcT�; McGLINCHY & PUNA 124 ['a Nr'Z"' `.5r CONSULTING ENGINEERS !=O r-eT FI ZrZCF- r3-I-�3 FLoFzI�.� 4708 LE JEUNE ROAD - CORAL GABLES, FLORIDA 33146 �3 N,cuEe COD€ 3• F+'� �pCAI A.hSC';dDidFp11S - 4FaVZTMEt47 5UIL0[S4G5 5N>✓ET fmarZ YvuWG/4"zzc4 S8 SOU714 E5MACI4 57, LUCI E COUNTY 9 FLorZ.I DA _ N_ =r_ SECTION A — S9 3 Imo' 4 � I ROOF p �y I - -6 2 #5ar 1 i 4' cW t I f I -- 13 FLOOR 8�yo^I[7 • j — { e 4 v�rz'r a &L.Ar� AT E'ag WlSLL; U- N }. EA T..._P. FLOOR I If 04 WAY CT'Yl� +� �1* I H 4 a 12 '.. V a r T - �I- — \ —PIN. Gr'O. L FL. t;LEV. IF j E�irYa�o •1 j GROU D FLOOR . F 1 _ 1 JL ri 507 � J � vm, 7 1,�- --a- _--411 V/ SECT10 B— S9 �„ t I ©.. TYf" PAI'2APF-7 IamINi-'G. (,5EI~ A7C64. PWC35. FOR FIN:05-4) r CONT. - # 3 yT B rL . ev 12 0 5 K 5 CONT. iV1 i I I cD! T. 1 L a - a, SECTION C - S9 -.f, -t - i SECTION E — S9 = 1'. a 13r" FLU, ROOF to . 40 PICAL F ' li I I I I p_ I I m o e 60 SECTION D - S9 = I _2" SECTION . �TElINS 4 SCOTT u' Ac2cuIT �%T'S McGLINCHY & PUN T 124 5 N. bT, CONSULTING ENGINEERS Fc>r1_T F-'1 e,tiGE 4708 LE IEUNE ROAD • CORAL GABLES, FLORIDA 33146 �L,vicetPA cr1 rYP3w'AL. FLa�•�s �ALavNy 5LA ['U F — S9 zaral�c sT�e1s r���crosr�r�r F ,. cone APAZTM= f,,T E�JI6_DINGS SN>=E''" BIZ YOUNG / AMEtZIGA 89 5OUT14 I7E.ACI4 ST. _JCII✓ COQNTY :. G f-L.�r,-, IZ)A