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13-96-2294A 164 �%'A N M V Lr) zzzzz J J J J —1 LLj � a- Ld E N PM V Ln F'- N Z O � (D LL LL. Li.. LL. L L. — LLI a- U Q W LL1 Ld LLJ W NOLLa- 3:a. a� 0:MU�of EA EA Hi EA fA fA rsi fA iA 'A iA N 0 a_ Ld LL'jJ 4A fA to Q J -L L. J Q— UCOQ�:[O �F-Ln LL. CH O IN L 0 1 13 CG CG3 CH C n,., 2 z., nn 5., n ON 11 n12 n15 n16 n17 20 21 n23 n24 0 T T [b co T � CC) -0 194' -0' (D > C o 3 U L o 0) a L L 0. Cn U Q 4A 164 �%'A N M V Lr) zzzzz J J J J —1 LLj � a- Ld E N PM V Ln F'- N Z O � (D LL LL. Li.. LL. L L. — LLI a- U Q W LL1 Ld LLJ W NOLLa- 3:a. a� 0:MU�of EA EA Hi EA fA fA rsi fA iA 'A iA N 0 a_ Ld LL'jJ 4A fA to Q J -L L. J Q— UCOQ�:[O �F-Ln LL. CH O IN L 0 1 13 CG CG3 CH C n,., 2 z., nn 5., n ON 11 n12 n15 n16 n17 20 21 n23 n24 U CU U U Q-9 13 14 4th FLOOR FRAMING FLAN. SCALE: 1 %' =1' -0' NOTE: ALL REVISIONS CLOUDED (�D ARE 0 ALL DIMENSIONS NAVE BEEN COORD. W/ ARCH. (G.C. TO VERIFY) 21 (�2) 24 3 W 1-11 0 IN 01 GD1 611 : Di : Di GDK JOB #Jr -. X59 G.D. Klieger, Inc. Consulting Structural Engineers 0 1909 Harrison St., Suite 204 EO Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EB 0004821 EMAM gkliegerOatt.net G S & P 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 1B26000797/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 m L 2 •� c m V O •� •- co M O �CL `O F- W o N GERSHON KUEGER, PE (FL. PE # t09) <, o l� q- ti O: •� Vj ' - "MAR 2�2'10 t• REVISION No. - Date - Revision Qi 2/01/2013 ADDENDUM #1 FFO�UnRTH FLOOR FRAMING S°4 F I L E : K- 12059- S -4.dwg PROJECT: 29080.00 DATE: 12/14/2012 194' -0' 2' -,2' 3'-52' I 7' -0' il' -l' 24' -6' 25' -3��z' 20' -5' 8' -l' 20' -3' 6' -6' 14' -6' 4' -6' 25' -4' 16' -8' 6' 3' 4' 4PCB -i 4PCB -2 42' N CONC WALL 4FC5-3 4PC5 -2 -- -- - - -- - - � - - - - - -- EXT. CO UMN TO EXT. COLUMN tO MATCH WALL M I MATCH WALL HT. - HT. - LIGHT LE BASE (WE m LIGHT POLE BASE LT POLE SPE FOR I ANCHORAGE O CONC. CoL- TYP x 3 PO S) 6' � s -8 I M I TYP 8' BLOCK LL WALL I JAL C. ADER BE (SEE SECTION) I I ELEV = 35'- 3' + / -. SEE ARCH. DMS. FOR v — 4PC5-16 4PC8 -16 4PC6 -5 (UP ROOF) 4FW -5 (ON TO 3 F - - -- I ALL SM 5LOM5 (1112-2 � �® - - -- -------- - - - - -- - - - - -- ® � ----- - - - - -- - -- 10 ----- - - - - -- I ( I I I - I 12' PC JST a 5'-6' OC MAX 12' PC JST a 5' -6' OC M II LU N = m l I I II e N I ELEv +35' -8' I I I I I I I I EXT. COLUMN TO - I I I ( I I MATCH WALL HT. - - I I (2) 12' PC JSTS I I (1)12' PC JSTS I I ELEY = 35' -0' POLE BASE m ® - - - - -- — — — — -- ---------------------- - - - - -- - -- -LIGHT I r � J— HSS4�'x4v'x�' 2 2 2 m � I I i i O 4PCB -6 O 4PCB -6 — - - - — — O \ - -- 4PCB -1 -- — ---------------------- 2� 4PC5-1 �1 - 4PC6 -8 - - - -- ---- j - - - - -- 4PC5-1 2� `* O 48 -3 48 -3 \ \ N 10 `" S 9 - 20' PC JST a V -8' OC MAX WON) II I I \ \ ' -4' I -5Y I -5v (P 1 -5Y I I I I TC 8'x12' CONC. TIE COL. W/4 -5 VERT. +3 TIES + 8' O.C. 1 -% VERT. �3 � 'a \ © 1 ADDED R-2.3 k f m — T -1 � I � I I I ® SCHED. RElhFIG 8'x16' CONC. COL ° 12' O.C. DED R =28 — — ; - RAMP ® "o 160' CLEAR ON JOISTS (THIS WALL) `r 46 -3 5 W/4 -�6 VERT. 03 TIES a 8' OZ. O CO - - EVATO I I 16 O O O HSS 41/2'x41/2'xV2' 2 � I 14 8 -% VERT. 03r-73'8 A 8' O.C. ELEv = 35' -2' .9 TIES s 8' OZ. ADDED Rz3.3 ON JOISTS (THIS WALL) ADDED R =0.9 kl N EL A OR I ON JOIST(S) (THIS WALL) 4PM-4 O I ( I ' I I I ELEY. +35' -8' - SEE S -3 FOR ALL ADDED b I I I TOP KEBABS (SLAB/BEAM COW NOT SHM HERE do o w iA "0 I t o o 3 0 ELEY = '_ ' m " BALCONY ( ( _ ADDED R -4I�Ic I I t LU U L HSS42x42x2 P ST ON JOIST I I o +- - �o��� Q S -8 1 1 4 20'PCJSTS O I I I I BALCONY i -5Y O O e O— 1 -5Y I -5Y -5Y 0 e m a, ----- - - - - -- —3 -- - - - - -- d, 4PC8 -9 --- - - - - -- -- — - -- — 4PCB -9 ------ - - - - -- - -- — -- —1 —O ----------- - - - - -- -- 4PCB -9 4PCB -9 4PCB -9 4PCB -9 8 � CONC. HEADER BEAM (SEE SECTION) CONC. HEADER BEAM (SEE SECTION) TYP. 8' BLOCK SILL WALL (WITH 8'x8' CONC. CAP W/2 -5 CONT) 22' -4' 20' -4�i1' 22'- 10''/2' 22'- 10'/2' 2l' -l' V/z 25' -31i2' 2 26' -2' 8' -6' 4' 194' -0' U CU U U Q-9 13 14 4th FLOOR FRAMING FLAN. SCALE: 1 %' =1' -0' NOTE: ALL REVISIONS CLOUDED (�D ARE 0 ALL DIMENSIONS NAVE BEEN COORD. W/ ARCH. (G.C. TO VERIFY) 21 (�2) 24 3 W 1-11 0 IN 01 GD1 611 : Di : Di GDK JOB #Jr -. X59 G.D. Klieger, Inc. Consulting Structural Engineers 0 1909 Harrison St., Suite 204 EO Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EB 0004821 EMAM gkliegerOatt.net G S & P 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 1B26000797/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 m L 2 •� c m V O •� •- co M O �CL `O F- W o N GERSHON KUEGER, PE (FL. PE # t09) <, o l� q- ti O: •� Vj ' - "MAR 2�2'10 t• REVISION No. - Date - Revision Qi 2/01/2013 ADDENDUM #1 FFO�UnRTH FLOOR FRAMING S°4 F I L E : K- 12059- S -4.dwg PROJECT: 29080.00 DATE: 12/14/2012