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13-96-241Li" J N rn Q I n ZZZZZ J J J J J 1% CL Y LJ N I'M V In ZF-NZ OrrU LLU -U-U- w =OQwwwww im (N M L' a- � d � Of ��0:: 0 r Ld ���w F- Lil w.J EA fA f1") w O��QJU -J JQ —UCO =M 0- M (A tsr to -W (» EA fA J 3/4' RECESS r r d • ' . •. li \ /JCS � ii BUILT -UP _ d ... � 12 20 PG JT ADD 3 -15 CONT. 441 16' uX nSECTION A SCALE: 1'2' I'-0' S -S 12 n, +35'-0" 4th FLOOR a PARKING m •. 16' SEE "J /5 --I' FOR TYP. BARRIER WALL REINF'G. 20 PC JT 5' -8' . 0 • • • • \� BUILT -UP DETAIL 11X11_11X11 SEE FLOOR PLAN FOR SLOPING d d SECTION D SCALE: t'2' t' -0' S -S SLOPE DN +50'-0' • ' #5 n's a 12' O.C. TOP 4 BOT, #4 a 12' O.C. TEMP. TOP 4 BOT. +41'-10' 3' -6" A • • ,_ d . DRILL IN 4 EPDXY 31/2' EMBED. • 4 #5V 6 24' O.C. IN GROUTED CELLS. 8'x12' CONC. BEAM W12-'(o TOP 4 BOT. #3 TIES, 6a6' E.E. BALANCE 101O.C. SECTION SCALE: 1'2' • I' -0' II I 1/2' RECESS � SLOPE 1 /4'/FT I ° • d • d ° - - -� --' ��— Q--• d ,� 20 PC JT 81-01 • t d SEE ARCH. PLAN I SEE ARCH. PLAN FOR SLOPE FOR SLOPE \`f 21-01 SECTION SCALE: t12' 1' -0' S -S 15° SLOPE DN +49' -2' TYP. 15 11 u SECTION C SCALE: t12' - 1' -0' S-8 6 ° SLOPE DN SECTION E SCALE: t12' • t' -0' S -8 1/4' RECESS a DOOR N \�* SLOPE 1/4 "/FT - _ _ +35' -8" - -- - - -- -- ------ - - - - -- -- —= � 4th FLOOR b M\ -- �•�—-- T- -i - - -- ° • P dl 8'x12" GONG. BEAM • i 20 PC JT W/2 - #6 TOP 4 BOT. '� CI #3 TIES, 6a6" E.E. SECTION ,J SCALE: 1/2' 1' -0' S -8 (ON 5HT 5 -4) H55 4 "x4'x1' 4l' -10' — . O. ROOF `r 12 PC JT +35' -8" - - - -- 4th FLOOR SECTION L SCALE: :' t' -0' S -8 L 6'x4 'x114'xl' -4' CENTERED W/ 0 CONC. COL. W/ (3)- 3/4'�x41i2' LONG WEDGE A. BOLTS a 511/2' APART. d d • ° A d 6' GONG. SLAB ON GRADE W /6x6 W2.40.4 W.W.M. 20 PC JT 20 PC JT 8'x12" CONC. T.B. SLIP JOINT BETWEEN L 4 CONC. GONG. COL. 4 NON LOAD BRG BLOCK WALL SECTION N SCALE: t':' • I' -0' S -S 45' -2" SECTION rM SCALE= 1/2' t' -0' S -8 'd BALANCE a 10'O.C. COL. BEYOND 8"x8' GONG. CAP W/2 -#5 CONT. . — #5V a 24' O.C. IN GROUTED CELLS, 15 a 12' O.C. TOP x5' -0' LONG ° N 4, DROP GONG. TO TOP OF m d • ° • d • WALL FTG W/2 -#5 CONT. r • Jf d • •d WF -24 +50' -0" 12' +50' -0' . • CONC. SLAB W1#4 a 12' O.C. TEMP. #5 V a 24' O.C. IN TOP 4 BOT. GROUTED CELLS, SCALE: 1'2' 2 -#1 TOP CONT. /L_ #5 a 6 O.C. ti - 'I / � 2 -$9 TOP (2nd LAYER)— TOP 4 BOT. r ' T '1 BEY OND ELEVATOR WA LL I #3 TIES 6 6' O.C. '( 1 — 1 ' I 1 1 1 1 49' -S" I I I I I I I '1 •— r - 1/2'x8'xO' -8' CAP fE W/ (4)- 1112'x6' LONG WELDED HEADED STUDS H55 4 "x4'x1 /2' FULLY WELDED TO BASE fE W/ 5 /g'x6' WIDE xO' -8' BASE fE W/(2) -3/4 "0 WELDED HEADED 5TUD5 3' LONG +35' -S" \� 4th FLOOR 20 PC JT SECTION rK SCALE: t12' GONG. COL. BEYOND 1/2'0 B.T. BARRIER CABLE a 4' O.C. HORIZ. • #5 6 12' O.G. TOP • x6' -0' +251-01 3rd FLOOR (2) 20 PC JT i' NOTr: SECTION ro,\N SCALE: 1/2' ■ 1' -0' S -8 SECTION {� SCALE: 112' - t' -0' cJ -8 H55 6'x4 "x3 /a' d CA TI LEVER 4" SLAB +4l' -10' — (SLOPING BEAM TIES) 4 #5 V 6 24" O.G. IN ° 20 PC JT GROUTED CELLS I, , ELEVATOR WALL DRILL IN 4 EPDXY .d . 2 BEYOND `tSUSU 1 IL:J-IVU l I/ W/ #12 -14 HWH 6 12" O.G. SECTION SCALE: 8'x12' GONG. BEAM W/2 - #6 TOP 4 BOT. #3 TIES, 666" E.E. BALANCE 10'O.C. SECTION C SCALE: t12' = t' -m' S -8 T T�tTY OF SOUTH Mid 9 t .!ILDING DEPT. GONG. COL. BEYOND : ; C T URAL SECTION /#5 a 12' O.C. TOP +15' -0' 2nd FLOOR —(2)20 PC JT #5V624'O.C.IN GROUTED CELLS, (U 3i4'�x6' EMBED DRILL IN 4 EPDXY WEDGE A BOLT 31/2" EMBED. S'xl6' GONG. BEAM — — — — — — — — ' W 12 -% TOP 4 BOT. , #3 TIE5, 666' E.E. VERT. L4 'x4'x3is' it +10'- O'BALANCE a 10'O.C. FULLY WELDED TO I HORIZ. H55 6x6 I I I I HSS 4 'x4 'x12' 1 /2'x8'x0' -S" CAP fE VERT. W/ (4)- 112 "�x6' LONG WELDED HEADED STUDS 4" GONG. SLAB 3i4'xl2'31'� 0" BASE fE I W /(4) /4 x12 EMB. J ANCHOR OLTS v � I � S -S — I' SHIM AS REO'D. _ F -300 GDK J0B #:KI2.059 a• Design Services® For The Built Environment Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa G R E S H A M SMITH AND P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 IB26000797/LC26000381 G.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EMAIL: gklieger ®att.net 4) .� bD / `�� M //� •_, •� L� Cn �1.. a-. ^o 42 C•� • °- Q M cc Ch Lo 0 X- `O j W 25 Sam GERSHON GER, (F'L. PE 109) C- .`', .. tl MAR 29 2013 REVISION No. - Date - Revision � 2/01/2013 X C) 3/15/2013 BD COMMENTS RESP u � T T CD CI] T 'p m Q) Q) > C i' O 3 U L o 0) a L t a � U Q N rn Q I n ZZZZZ J J J J J 1% CL Y LJ N I'M V In ZF-NZ OrrU LLU -U-U- w =OQwwwww im (N M L' a- � d � Of ��0:: 0 r Ld ���w F- Lil w.J EA fA f1") w O��QJU -J JQ —UCO =M 0- M (A tsr to -W (» EA fA J 3/4' RECESS r r d • ' . •. li \ /JCS � ii BUILT -UP _ d ... � 12 20 PG JT ADD 3 -15 CONT. 441 16' uX nSECTION A SCALE: 1'2' I'-0' S -S 12 n, +35'-0" 4th FLOOR a PARKING m •. 16' SEE "J /5 --I' FOR TYP. BARRIER WALL REINF'G. 20 PC JT 5' -8' . 0 • • • • \� BUILT -UP DETAIL 11X11_11X11 SEE FLOOR PLAN FOR SLOPING d d SECTION D SCALE: t'2' t' -0' S -S SLOPE DN +50'-0' • ' #5 n's a 12' O.C. TOP 4 BOT, #4 a 12' O.C. TEMP. TOP 4 BOT. +41'-10' 3' -6" A • • ,_ d . DRILL IN 4 EPDXY 31/2' EMBED. • 4 #5V 6 24' O.C. IN GROUTED CELLS. 8'x12' CONC. BEAM W12-'(o TOP 4 BOT. #3 TIES, 6a6' E.E. BALANCE 101O.C. SECTION SCALE: 1'2' • I' -0' II I 1/2' RECESS � SLOPE 1 /4'/FT I ° • d • d ° - - -� --' ��— Q--• d ,� 20 PC JT 81-01 • t d SEE ARCH. PLAN I SEE ARCH. PLAN FOR SLOPE FOR SLOPE \`f 21-01 SECTION SCALE: t12' 1' -0' S -S 15° SLOPE DN +49' -2' TYP. 15 11 u SECTION C SCALE: t12' - 1' -0' S-8 6 ° SLOPE DN SECTION E SCALE: t12' • t' -0' S -8 1/4' RECESS a DOOR N \�* SLOPE 1/4 "/FT - _ _ +35' -8" - -- - - -- -- ------ - - - - -- -- —= � 4th FLOOR b M\ -- �•�—-- T- -i - - -- ° • P dl 8'x12" GONG. BEAM • i 20 PC JT W/2 - #6 TOP 4 BOT. '� CI #3 TIES, 6a6" E.E. SECTION ,J SCALE: 1/2' 1' -0' S -8 (ON 5HT 5 -4) H55 4 "x4'x1' 4l' -10' — . O. ROOF `r 12 PC JT +35' -8" - - - -- 4th FLOOR SECTION L SCALE: :' t' -0' S -8 L 6'x4 'x114'xl' -4' CENTERED W/ 0 CONC. COL. W/ (3)- 3/4'�x41i2' LONG WEDGE A. BOLTS a 511/2' APART. d d • ° A d 6' GONG. SLAB ON GRADE W /6x6 W2.40.4 W.W.M. 20 PC JT 20 PC JT 8'x12" CONC. T.B. SLIP JOINT BETWEEN L 4 CONC. GONG. COL. 4 NON LOAD BRG BLOCK WALL SECTION N SCALE: t':' • I' -0' S -S 45' -2" SECTION rM SCALE= 1/2' t' -0' S -8 'd BALANCE a 10'O.C. COL. BEYOND 8"x8' GONG. CAP W/2 -#5 CONT. . — #5V a 24' O.C. IN GROUTED CELLS, 15 a 12' O.C. TOP x5' -0' LONG ° N 4, DROP GONG. TO TOP OF m d • ° • d • WALL FTG W/2 -#5 CONT. r • Jf d • •d WF -24 +50' -0" 12' +50' -0' . • CONC. SLAB W1#4 a 12' O.C. TEMP. #5 V a 24' O.C. IN TOP 4 BOT. GROUTED CELLS, SCALE: 1'2' 2 -#1 TOP CONT. /L_ #5 a 6 O.C. ti - 'I / � 2 -$9 TOP (2nd LAYER)— TOP 4 BOT. r ' T '1 BEY OND ELEVATOR WA LL I #3 TIES 6 6' O.C. '( 1 — 1 ' I 1 1 1 1 49' -S" I I I I I I I '1 •— r - 1/2'x8'xO' -8' CAP fE W/ (4)- 1112'x6' LONG WELDED HEADED STUDS H55 4 "x4'x1 /2' FULLY WELDED TO BASE fE W/ 5 /g'x6' WIDE xO' -8' BASE fE W/(2) -3/4 "0 WELDED HEADED 5TUD5 3' LONG +35' -S" \� 4th FLOOR 20 PC JT SECTION rK SCALE: t12' GONG. COL. BEYOND 1/2'0 B.T. BARRIER CABLE a 4' O.C. HORIZ. • #5 6 12' O.G. TOP • x6' -0' +251-01 3rd FLOOR (2) 20 PC JT i' NOTr: SECTION ro,\N SCALE: 1/2' ■ 1' -0' S -8 SECTION {� SCALE: 112' - t' -0' cJ -8 H55 6'x4 "x3 /a' d CA TI LEVER 4" SLAB +4l' -10' — (SLOPING BEAM TIES) 4 #5 V 6 24" O.G. IN ° 20 PC JT GROUTED CELLS I, , ELEVATOR WALL DRILL IN 4 EPDXY .d . 2 BEYOND `tSUSU 1 IL:J-IVU l I/ W/ #12 -14 HWH 6 12" O.G. SECTION SCALE: 8'x12' GONG. BEAM W/2 - #6 TOP 4 BOT. #3 TIES, 666" E.E. BALANCE 10'O.C. SECTION C SCALE: t12' = t' -m' S -8 T T�tTY OF SOUTH Mid 9 t .!ILDING DEPT. GONG. COL. BEYOND : ; C T URAL SECTION /#5 a 12' O.C. TOP +15' -0' 2nd FLOOR —(2)20 PC JT #5V624'O.C.IN GROUTED CELLS, (U 3i4'�x6' EMBED DRILL IN 4 EPDXY WEDGE A BOLT 31/2" EMBED. S'xl6' GONG. BEAM — — — — — — — — ' W 12 -% TOP 4 BOT. , #3 TIE5, 666' E.E. VERT. L4 'x4'x3is' it +10'- O'BALANCE a 10'O.C. FULLY WELDED TO I HORIZ. H55 6x6 I I I I HSS 4 'x4 'x12' 1 /2'x8'x0' -S" CAP fE VERT. W/ (4)- 112 "�x6' LONG WELDED HEADED STUDS 4" GONG. SLAB 3i4'xl2'31'� 0" BASE fE I W /(4) /4 x12 EMB. J ANCHOR OLTS v � I � S -S — I' SHIM AS REO'D. _ F -300 GDK J0B #:KI2.059 a• Design Services® For The Built Environment Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa G R E S H A M SMITH AND P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 IB26000797/LC26000381 G.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EMAIL: gklieger ®att.net 4) .� bD / `�� M //� •_, •� L� Cn �1.. a-. ^o 42 C•� • °- Q M cc Ch Lo 0 X- `O j W 25 Sam GERSHON GER, (F'L. PE 109) C- .`', .. tl MAR 29 2013 REVISION No. - Date - Revision Qi 2/01/2013 ADDENDUM #1 © 3/15/2013 BD COMMENTS RESP SECTIONS & DETAILS Sm=8 FILE : K- 12059- S -8.dwg PROJECT: 29080.00 DATE: 12/14/2012