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00-1068-019 PRE.CAST CONCRETE REVISIONS BY CAP(TYPICAL) 205 HORIZONTAL +S a 24' VERTICAL PROVIDE METAL TRUSS ANCHOR TOP OF PARAPET 'OTC' BY HUGHES MFG.WITH ELEV. +215' NGVD 5-10d NAILS AT SEAT AND ; 9-1-0d NAILS AT STRAP ° TYPICAL CANT STRIP _ CONTINUOUS 20 GAGE a SHEARBLOCKS 4 x 2 6 48' O.G. METAL FLASHING "' (PLYWOOD JOINTS)TOE NAILED 3i4' SHEATHING PLYWOOD t0 TOP CHORDS W/2-16d NAILS BUILT - UP ROOF SECURE PLWOOO TO SHEARBLOCKS TOP OF SLAB _ - _ _ WITH 10d NAILS At 4' O.C. PRE.CAST CONCRETE ELEV. +245 NGVD CAP(TYPICAL) ---- _� TOP OF TIE BEAM • ELEV. +2350' NGVD 25-I--J 2 x 4 a 8'-0'MAX.HORIZONTAL � TOP OF PARAPET BOTTOM BRACINGS PROVIDE 2 •5 CONTINUOUS ELEV. +34.0 NGYD IF SLAB DROPS MORE - DENOTES AREA OF WOOD THAN 4' 5�s' LIGHT TEXTURE , STUCCO FINISH 's TH.DRYWALL CEILING TRUSSES TO BE WRAPPED ON 1 x 3 WD.FURR a 16' O.C. WITH ROOF PAPER 2 x 4 WOOD BLOCKING (BEYOND) cD LO 8' x 12'CONCRETE TIE BEAM WITH 4 •5 CONTINUOUS AND '3 TIES a 48' O.C. ADD 2 •5 x 5'-0' LONG BENT 30' FROM "' TYPICAL CANT STRIP 8' CONCRETE BLOCK WALL WITH •9 COMERS WITH 4 .3 TIES a 12' O.G.AT END Q N aDURAWALL (LADDER TYPE)a 16' O.C. 1 X 4 WD.P.T. LI a[ CONTINUOUS 20 GAGE x METAL FLASHING EXTENDED 4 MINIMUMIINTORCONCRETE a FIRESTOP 0� w 34 SHEATHING PLYWOOD WITH TIE COLUMNS �- Lu STAGGERED JOINTS AND NAILED WITH Q 10d NAILS AT 4' O.C.AND 2' O.0 AT BOUNDARIES �r � � 2 •5 HORIZONTAL © � 0- 1 X 4 WD.PT. BUILT - UP ROOF N t"VERTICAL�k8\0.C. N BLOCK CELLS FIRESTOP o 8 X 8 CONC.CAP FILLED WITH CONCRETE,ADD 1 .5 VERTICAL REINFORCING WITH SHEARBLOCKS 4 x 2 48' OZ. �� AT ENDS OF OPENING(GROUT SLUMP S' t0 10') FURRING a 16' O.C.WITH R-42 INSULATION .F w (PLYWOOD JOINTS)TOE NAILED j` 1/z' EXPANSION JOINT MATERIAL o ~ TO TOP CHORDS W/2-Ibd NAILS �" 5 TOP OF TIE BEAM SECURE PLWOOD TO SHEARBLOCKS TILE (SELECTED BY OWNER) WITH 10d NAILS At 4' O.C. 1/2' EXPANSION JOINT MATERIAL WOOD BASE BOARD 3 ELEV. +30.5'NGYD TILE (SELECTED BY OWNER) O o x 8-0 MAX ORIZONtAL _ BOTTOM BRACINGS 4' CONCRETE SLAB Lj PROVIDE METAL TRUSS ANCH R cv 'DTC' BY HUGHES MFG,WITH PRE.CAST CONCRETE I1 FINISH FLOOR 5-10d NAILS AT SEAT AND CAP(TYPICAL) ELEV. + 11.0'NGYD _ _ _ ® � z� — — _lit _ _ _ I=1 I I I I—I _ 9-I-Od NAILS AT STRAP I I=III=III=III III— I—► I ►—III— I— — — 0 Z viz' TH.DRYWALL CEILING 15 a 24' VERTICAL �. — — _ _ III III—I I I 1111—I o ON 1 x 3 WD.FURR.a 16' O.G. 8 X 8 CONC.CAP 1=1 1=III=I I=1 I I=III= VAPOR MEt' fid = 1=I 11=I —' �ONC 5 d CL—� �— I I I REINFORCING WITH 2 .5 CONT. =1 11=1 I I-1 11=1 I I I I -1 �comp cr�> Idl —_ 11=1 11=1 I I �'� L B 44 M 2 X 4 WOOD BLOCKING TOP OF PARAPET 2 �5 HORIZONTAL ' 11: 1 = 11=1 I=1 I I=1 I=1 I I=1 I=1 = I 11= I I=III=I I = =1 11 =1 1=1 ' 6' x 12' CONCRETE TIE BEAM WITH 4 .5 ELEV. +255'NGVO TYPICAL CANT STRIP —III I I I=1 11=1 11=1 11=1 11=I I 1=1 11=1 11=1 11=1 11=1 =1 11=1 11- C) 1 I I—III=1 I I—III—I I Imo. 11 III=1 11=1 I I-1 I I-1 I f I I =C ONTINUOUS AND •3 TIES a 48'OC. CONTINUOUS 20 GAGE ADD 2 •5 x 5'-0' LONG BENT 30'FROM METAL FLASHING J =1 I=III—II—I • ° 3! GLLL111—f11—I • • = COMERS WITH 3 .3 TiES a 12' O.C. 3�, 0 © 0 0 o I- a SHEATHING PLYWOOD _ =1 I X 4 WD.P.T. BUILT - UP ROOF i-1 11=1 I i 12' x 20' CONCRETE FOOTING PROVIDE 2 x 6 PT LEDGER WITH 2 •5 CONTINUOUS FIRESTOP WITH 1/24 ANCHOR BOLTS AT ........................... ................ ..... .... 24' O.C.TO RECEIVE PLYWOOD a' 8' CONCRETE BLOCK WALL WITH 0,3 SHEATHING DURAWALL (LADDER TYPE)a 16' O.C. TOP OF TIE BEAM (+ 12'-b') � C� i 0 " S-4 `` SCALE: 1%' = I'-0' HORIZONTAL JOINT REINFORCEMENT d1 EXTENDED 4'MNIMUM INTO CONCRETE ELEV. +235' NGVD TIE COLUMNS A. I .6 VERTICAL a 32' O.C. IN BLOCK CELLS FILLED WITH CONCRETE,ADD I •5 VERTICAL At ENDS OF OPENING(GROUT SLUMP 8' t0 10') WOOD BASEBOARD(SELECTEE) BY OMER) t z TILE (SELECTED BY OWNER) I- WOOD BASE BOARD I PRE-CAST STONE a 8'CONCRETE SLAB TH.DRYWALL CEILING a CAP. ITYPJ i N ON 1 x 3 WD.FURR a 16 O.C. �a LIGHT TEXTURE STUCCO FINISH 8' x 12' CONCRETE TIE BEAM WITH 4 .5 TOP OF 5,ECOND FLOOR ��'� CONTINUOUS AND •3 TIES a 48' O.C. ; ELEV. ►2083'NGYD ADD 2 •5 x 5'-0' LONG BENT 30' FROM CORNERS WITH 3 •3 TIES a 12' O.C. 16'x16' CONC.BLK COLUMN I WITH 4•b VERTICALS AND I X 4 WO.P.T. •3 TIES AT 12' O.C. FIRESTOP 0 V2' THICK DRYWALL CEILING ON .✓ s FINISH THICK SMOOTH STUCCO 1 x 3 WOOD FURRING a 16' O.C. LIGHT TEXTURE v ` I 8' CONCRETE BLOCK WALL WITH •9 IN RAISED SMOOTH STUCCO STUCCO FINISH 1 x 4 WOOD P.T.FIRESTOP DURAWALL (LADDER TYPE)a 16" O.C. \ 1 I BASE (TYPICAL) HORIZONTAL JOINT REINFORCEMENT 1 , EXTENDED 4' MINIMUM INTO CONCRETE GRADE, i 8 x 12 CONCRETE TIE BEAM WITH 4 .5 TIE COLUMNS "' N CONTINUOUS AND •3 TIES a 48' O.C. - ADD 2 •5 x 5'-0' LONG BENT 30'FROM I I- I I-I I I-I I -I I —I I —11 =11 III=1 -I 11=111=III-III- CO�lERS WITH 4.3 TIES a 12'O.C. I I= _ —111=III=11 =1 I I=I 11= 3 6 x 3-6 x 24 DEEP CONCRETE 1 x 4 WOOD P.T.FIRE6TOP i I ICI I I II I II ' S' CONCRETE BLOCK WALL WITH•9 AT 8'-0'MAX -I 11=1 I 1=1 1=1 1=1 I 1=1 1= FOOTING WITH 6 •5 TOP AND BOTTOM DURAWALL (LADDER TYPE)a 16' O.C. I�= _ • • ' ' I I 1=1 I —I I EACH WAY -III- I I-III- = I- I I-1 I I-1 HORIZONTAL JOINT REINFORCEMENT i IrE=E EXTENDED 4'MINIMUM INTO CONCRETE TIE COLUMNS 1 •6 VERTICAL a 32' O.C. IN BLOCK CELLS FILLED WITH CONCRETE,ADD I •5 VERTICAL R+� AT ENDS OF OPENING (GROUT SLUMP 8' TO 10') 0 e I X 4 WD.P.T.FIRESTOP At VNICO� 8-0 MAX FURRING a 16' O.C.WITH R-42 INSULATION i _ S-4 SCALE : ii 1 0 y2' EXPANSION JOINT MATERIAL TILE (SELECTED BY OWNER) I LA i 6 VERTICAL a 32' O.C. IN BLOCK CELLS FILLED WITH CONCRETE,ADD 1 •5 VERTICAL 8'x12' CONCRETE TIE BEAM WITH WOOD BASE BOARD I 4 0 5 CONTINUOUS AND •3 TIES At m At ENDS OF OPENING(GROUT SLUMP 8' t0 10') 48' O.G.AND ADD 2 •5 x 5'-0' LONG �- 4 CONCRETE SLAB BENT 30'FROM CORNER WITH 4.3 C() I TIES AT 12' O.C.(TYPICAL) cn FURRING a iV O.C,WITH R-42 INSULATION 14' 4 ins' EXPANSION JOINT MATERIAL FINISH FLOOR n ELEV. +115' NGYD e i 5ia' THICK SMOOTH STUCCO O CL 8' CONC.BLK.WALL WITH — — — — — — — — Q •9 OURAWALL (TRUSS TYPE) t� TILE (SELECTEE) BY OWNER) _ _ _ _ _ _ _ _ _ _ LL -' 11=III=1 11=1 I I-1 11=1 11=1 l 1= I I-1 I I-1 III-1 I I-1 11=1 I I-1 I I-1 I I-1 I II 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I AT 16' O.C.EXTENDED 4' MIN. w d, FINISH FLOOR WOOD BASE BOARD -III—III=III=III=III=III=III III-1 I I 1=1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 11=1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-I 11=1 11=1 I I-1 11=1 I I ' ' _ WITH 4+IS�YER7 CONCRETE S ANDS ° ELEV. + 115' NGVD 4' CONCRETE SLAB W/6'x 6' x 10/IOg I I E] 11=i I I-1 I -1 I -1 I I I-1 I I-1 I -1 I I-1 I = I =1 I I-1 I I- I -1 11 11 _-1 I -1 I -1 I- 1=1 11= I -1 I a-1 I -1 WELDED WiRE MESH ON VAPOR MENBRANE -[ I 1=1 11=1 11=1 11=1 11=1h I I 1=1 I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=111=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I ' GRADE CENTER c.EVERY 20'-0' _ ' _ n —I 11=I 11=1 11=1 11= I I=1 I I-1 I I I-1 I I-1 I I-1 11=1 I I-1 I I-1 I I-I I I-1 11=1 1 1Ed 11=1 11=1 I I-1 11=1 11=! I I-1 I I-1 I E I I I I I-1 I I I I I-1 I GRADE ' I I II 11=1 11=1 11=1 I I III-1 I I 1=1 I I-1 I l-1 I I-1 I I-1 I I-1 I l=1 11=1 11=1 I I-1 11=1 I I-1 I I—III-1 I I-1 11=1 I I-1 I I-1 I I-1 I I I-1 I I� 1=1 I I ( I I I�' GRAD E _ - - -III—III— I — I—I I I I—I I —III-1 I —I I I_I I I—I I — III � b �a — I I— I I— I—I I I—I 11=1 I I— I I I I =1 I I I 1=1 I I-1 — —=_ — i -1 I -1 I I-1 I I-1 f I-1 I I i I I-1 I I-1 I I-1 I ' I— — _ - - - I I;III-1 I I-{t I=1 I I-1 I I I 1=1 1=1 11=1 11=1 I z , III-1 I-1 I III=1 I I I-1 11=1 I I-1 11=1 I I-1 I I-1 I I I 1=1 11=1 I I-1 I I-1 11=1 ! I-1 11=1 11=1 I f=1 11=1 11=1 I—I I I—III—I I—III . -i I 11=1I 1 1(_Ili I-1I I_I1 I-1I I-1I I- �- -1 11=1 I I-I I I-I 0 -1 i 1=1 i 1=1 i 1=1 11=1 I -1 i 1=1 I I I I-1 i I-I i I-I i I-1 i I- I-1 i I-1 i -1 11=1 11= III-1 11=1 I I-III-1 1= 11=1 I I-I 11=1 11= 1 I-1 I I-1 I I-1 I I-1 11=1 I I-11 I-1 I I - i- 11=1 i 1=1 11 I I 1=1 I I 1=1 11=III=1 i 1=11 n < m i-111=1 I-I I-I I=1 I I I 1=1 I f I 1=1 I I I-III-i 1-I I _ - -1 1_I I_I I - MEMBRANE I I—III I I I I I-1 I I-1 11=I 11-III 1 1=1 11=1 I I-III=I 11=I I I-1 11=1 I I-1 I I=1 11-1 I I-I 1=1 I r— i= 1=1►1=1 I I _—_ 42' x 24' DEEP CONCRETE _ III—I I '_" '="1-1 I I—I I F= =1 11=1 11=1 -1 11=1 I I- I I-1 I I-1 11=1 I -1 I I I i' -II 111—i 1=II1=I = o ° � �, ,J1 =1 I I-III-I -III - {1LllI�oMP CrED FILL , I- I I=1 I III=1I I I I FOOTING WITH 3 .5 BOTTOM z -1 11=1 I MI 11=1 I I-1 11=1 11=1 I I-1 I I-1 11 1 I 1=1 11=1 I I-1 I I—I I -11=_ _ - - = I I-Ei 111- CONT,AND "5 TRANSVERSAL - -I 0 a _ _ _ _ _ - - - - == - o u Ln o III= PROCTOR TESL I 3' CLEAR 1—III;III;III;III;III I I I—III=III—III—III—III—III—III ° — = I - - AT 36' O.C. �. o _ 1 111 III III , III III III II 111 , 111 III„,II 3' CLEAR 1= _ I=1 I I=1 I I=1 I I=1 I I=1 I I=III=1 I I=� — OL 1'-s' - I I _ WF-20 12 x 20 CONCRETE FOOTING -III—III—I I —III==1 I I—I —I I 1-1 WF-24 12' x 24s CONCRETE FooT11�Kx WITH 2 •5 CONTINUOUS 1=1 11=1 11=1 11=1 I I i I I I;I I 1-1 '- , WITH 3 5 CONTINUOUS AND III -1 1=i 11=1 I I-1 I I-1 � ' HIGH CBS LUALL NC 2-0 •4 a 36'O.C.TRANSVERSAL -III— � � � —� � �- 2 A SCALE: 1/4' _ ,�_0' 8 I DRAWN SCALE: /4 = 1'-0'-4 ION S-4 RM.G. CHECKED E.A.C. •''e ' F O,� DATE • s APRIL '00 f t C a r � � SCALE Joe NUMBER - L SHOWN 0o O�� F� , ,� - JOB No. CONSULTING ENGINEERS, PA. -, . - CIVIL / STRUCTURAL �Y,�."�� �� : 2K-216 P.E. 22249 DATED 3� SHEET 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL- (305) 262-6225 FAX- (305) 262-2014 AUGUST 'O0 S-4 OF 4 SHEETS