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13-96-218w J � .0. Nrn rm mi � zzzzz J J J J J JW W zHi �'A IA CL U Y W rn QEA • Li(n 7 — zO�c7WL_U_LI_L, CD>Nw�oQwwww ONM LL. 0- O- O_ C = X i9 K1.1) Hto o HT r 10). C 10 0 1— W �W _j 60 N 01" M -<JILJ ZJQ —U CO CC CO 12- am F U0 Ij- 0_ � 4A 'A �4�ip, 1% <P1 • I� A REDUCE TO 12' A 2nd FLOOR (SEE SCHEDULE) e Is12'Oj VERT. ® SPECIAL ^ i l U r- E L G.3 1 1.1 2 2.1 3 5 5.1 6 1 I I 10 11 (12 1134'-0 15) (16 17) (20 21 2' -T2' 3' -52' �'_0' II' -l' 24' -6' 25' -3�i2' 20' -5' S' -1' 20' -3' 6' -6' 14' -6' 4' -6' 25' -4' 3 SEE 'J/S-1' FOR TYP. _ _ _ TYP. VERt. POST — — — — — r— — — — — — — j— — — — — — — — 12, ABOVE F -900 8'x8' MIN. CONC. a BARRIER WALL. © * � —1 HSS 4V2'x4V2'x1/2' I I I I I f — — — — CAP W /(2) -5 IZ �� � 5�a s 8' O.C. TOP I I b' CONC. SLAB ON 6' CONC. SLAB ON GRADE W 16x6 1 1 12' TP. 112' TF. I i 12' TE I I I 4 E W /6x6— � 9x� r _ _ _ _ _ _ _ _ _ _ _ 1_ _ _ _ _ _ _ 1 _ _ _ t _ _ _ - _ _ _ t- _ _ _ _ _ _ rt _ _ _ ' `" j ... -,, " �• W2.9xW2.9 WWM. ''! ;, _,�.- „:x...�- 04�'b l4' -0' LONG r 5 V. s 24' O.C. 112' TYP. COVER Y RIES W/SLOPE l O I O I I O I I 0 I I 5 s 12' Or-. TOP. IN GROUTED 1 -5 CONT. I3LK. CELLS 5Va24'O:C.NALL -20 BLOCK CELLS GROUTED -20 SOLID CTION SEGTI N . y Il r 8 -s1V (TO FIT A 24'x16' COL) I 1 1 ,� I F -11 - - - - -F -1200 F -110_0 - _ _ F 1200- I- - - , I I I f � - 1 1 1 I I a �3 1 i I I 1 I 13' -4' 14'6' 6'-4' 4' -11' 3' -4' I I ' I lIF -20 WF -20 UP-20 WF -20 I I - -- � - -- �- - - - - -J L - -- -- --� I SJ.I I SJ. N N OI L - -- J I I U I I 6' CONC. SLAB ON GRADE L Y7iZANC J L - - , r - - J CRAWL SPACE J (1>-5V N GROUTED CELL _ _ - _ _ _ J I I W/ 6x6 W2.9k11J2.9 WIllM 1 TYP. AT EACH MASONRY 16'X14' COLUMNS I M I I a1 I WALL OPENING (UON) 4' CONC. SLAB ON GRADE I 1 W/8 -M0' TOP, 4 -"8 BOT, 12'X24' ABOVE FL I S -"i I I (SEE 5-2 SLOPING ' I I W/ 6x6 W1.4XWL4 WlUl I I a I=LR TRENG UP UP RAMP ON GRADE 1 1 StR SLAB ABOVE) I I SJ OC 2 -+�6 s �2 HT, �4 TIES O I N I I I 1 I I _1806 F -1806 TOP OF GB -1' -4' 1 F -1i00 F -1100 F -1100 r-- - - - - -- I r -- - - - - -- F -8x11 I b'CONC.SLABONGRADE r - - --� L- - - -� - --I t - - - - -, � - - -- - - - -, r--- - - - - -� L� J F -1200 I W/ 6x6 W2.9XW2 9 011. _ I I I��� SICsNACsE t (14�SPECIAI- ''� _ _ _ WF -2 LIIP_20_ _ J I I -i I I I I (OW) � .,;:..r9: t•. �.ti • •M, : •:�. •.: r:” \ �,�, r� -, I e - -- -- 3 r - -- -� 3 I 2 1 I ©I I 1 1 I O Q HSS 4V 2 x4 2 x 2 1 I I • ;., - •,.:,,r.: •; =�a�' xr",.s: • �,cY 7 I I _ 0 `v WF 2 I r � `- - - - - - �O L T I tj G I _ _L _ ( -3 -0) L - - - - - - - - L — — — — — — — J L — — — — — — — — -i L — — — 0-I — — — —j N S -9 w - SEE EQUIP. SHOP DRAWINGS FOR ALL I I 1 TYP. PERT. F'OSt L v I - - - , SHIELD WALL SIZES (52--0_9 v I HSS 4V2 x4 2 x�2) a CONFIGURATION HSS 4V2'x4 'x�2' F -1300 _ _ I I � I I I GLASS R POST � 4 CONC. SLAB ON GRADE 06 I v I 06 I SJ. 106 (SEE A W/ bxb WL4XWL4 WMI*t SJ. F -500 J I EYAT -�� I I I - - - - - - - I OI I (- 3' -0') A 1 2 - I 1 N O 1 I • ' r.-d • 1IF30 - -► , - . r - - 1- - - - -� I P I a i.; •• ° 14' -0' I I :,. . . . 24 PC e I _ 2 1'x24'x24' SUMP (SEE DTL ON SHEET 5 -10) 1 I 41 I i ' • 24' THICK CONC. SLAB c : I I I 6' CONC. SLAB ON GRADE I II _ n EL YA OR PIT. COORD. W/11EGH. I,¢� O I I `� 1 L - - - - - _ MF20 ' 1 4 I SJ. W/ bxb W2.9XUJ19 WWM I P , I 1 •1 " rl�E vNDOR.Ol1L'=1:OR L , •, • WF -24 SS 41i2'x4V2'xV' SEE ARCH. DTLS FOR ° I ° FL GRILL t THRESHOLD I I t LOCA`il a. •: I,. I RECESS I • l :: ' 4 I 4 I II I WIDEN THE T.E. BY 14' ADD _ 1 I s� .. I I 1 a v ' �' I M _ I� 1 T _ -300 2 -5 L1ll. TOP t BOt, 4 12' 1100; l S 9 -8 1 8 MF20 I �` • ' SEE EQUIP! SHOP 24 x30 GB I a C.w F _ 0 s OTC. S.W. TOP t BOT. (SEE lU=_20 C L; • • , • a1 :.. DRAWNGSIFOR ALL 1 1 W/8 -+10 TOP, 4 -I8 BOT, _ _ _ _ ` 1' SIZES t L CATION 1 I 2 -% s t,2 HT, 04 TIES 1 O y �c I�Q'D 'Al .A. DETAIL) - _ - - - - - - - - - - - - - - - , a L' mod' ' . • !J r _ J L_ _ s 12' O C. THR IOUt. L TOP OF GB -1' -4' F_ -1200 1 4 I GRILLE. RCH -- —F -900 1 10 0 I STEP FTG C Il' -9' r C ...:�•4 I .. ° I'.a 1 ECC�TG 1 I O I lbklb' CON. PIER UP T r - I I I TO -2' -0' I I •. —1 EL -I' -4' W/(4)-%v t 03 1 14 I I I I I :I • '° I I I I + -� I • ` - 1 1 TIES s 12' O.C. (FOR STL 1 0 I O I I 3 I I 3 .4 i - °' '= �I L- -- O I 30' TE 1 n3. I O O MFIb I `" I �t?P) 1 - -I - - - - � - - - _ I I I I - - - - - '�= icy r:,:�� •���',�x, }x.. s' ,,,.. - rr�;�r��,: - I F -�00 - -- I 12' tE I I I I I I Q I 3O r C Dt� ? (-3 -0') 1 I I (- _ lL� -36 L lLF -36 _ J I r 61 I U 1 I Q o ID N 29' -62' I 116' -72' I 10' -2' 1 23' -4' L - - - - - 19' -0'- - I - - 7' -8 I ' < �T tcjo L _ _ _ _ _ _ r — — — —� _ _ _ _ _ r _ _ _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 48'w x 16'd x 1' -0' LONGER €zICsNAC�E 1 I' F -1500 I F -500 F -1500 F -1500 9' -8' 21 3 _2 IS' -22' 2 20' -92 0 20' -102' (-T-09 (_21-09 ! -2 -0 ) 01 LONGER SIGN ON EACH SIDE 9 24' 0' r3 TIES s r1' OC. s 712- C. 'v W/15,9 12' OZ. TOP t BOT, EACH WAY (HOOKED) u 4' CONC. SLAB GRADE N � 5 � ° �' O.C. 3 MONUMENT FOOTING SEE ARCH DWGS FOR ALL EXT. SLABS 6 -% VERt. 24' O (SEE ARCH. FOR 2 MONUMENT ; • ON GRADE AND WALKWAYS. t r 3 SIZES, DETAILS t LOCATIONS) TF SEE GENERAL NOTES FOR SIZE t�NF 12 L__ I -- J F -1100 - -� r - -i L -- - --J L -- - - -� I I -1300 I I F -1 F -1300 24'1 I Jul I W /8 -03 TOP, 4-01130T, I ' 1 s' SJ. ©C I I SJ. e-% s 1/2 HT, 04 TIES OI , I I TOP OF GB 4-4' 1 I I 1 I 4' CONC. SLAB ON GRADE >?' THICK CONC. SLAB W/ 6x6 WL4XWI.4 WIUM. W/ 5 s 12' OTC. EA. WAY TOP t BOT. �i 1 L� C 1 .2 14 1 1 DETAIL 'A' -'A' CITY n 22' -4' 20' -41/2' - 22'- 101/2' 22'- 101i2' 2T -l' SI�2VV -- - 25' -3�i2' 2' 26' -2' 8' -6' S' -10' DUI NG DCP iA�� 4 7 14 24' THICK CONC. S W/ 45,8 12' O.C. EA. WAY TOP t 50T. UT30 BEYOND •r '. .f.. :;...... •,• •�. �;' :•. •,. X16 s 12' O.C. EACH WAY TOP t BOT. SECTION S -1 9 (o ' CONC. SLAB ON GRADE W/ 6x6 W2.9XW219 WW1,t UJF30 BEYOND % s 12' OZ. EACH WAY TOP t BOT. 19 13 )(14 SAW CUT JOINT BEFORE CONC. IS 4 HOURS OLD. V4' II - TYP. SAW -CUT JOINT (5.J) STOP �� OF x,1/4' t0 IR' JT. STOP I;MW. EACH TYR CONSTRUCTION XX SIDE OF JOINT OR ISOLATION JOINT (IJ.) `� • • 2'x3-1/1' KEY JT. 6' S Conk. TYR KEYED CONSTRUCTION JOINT aa T. S T 2UC RAL SZCTION 18 19 21 2214 - ' IA). (TYP) IJ. (TYP) ' CA OR SJ. (TYP) -ROUND SHAPE ISOLATION JOINT C.J. OR SJ. AROUND COLUMNS (TYFJ (PREFERRED SHAPE) —DIAMOND SHAPE NOTE. ISOLATION JOINT AROUND COLUMNS ALL f�YISIONS CLOUDED ARE TYR JOINT AT COL. DETAIL. ALL DIMENSIONS HAVE BEEN COORD. W/ ARCH, (G.C. TO VERIFY) FOUNDATION SCALE:1 /8'4 -0' "Ek Z 9 2013 GDK JOB /: G.D. Klieger, Inc. Consulting Structural Engineers 0 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EB 0004821 EMAIT gkliegerOatt.net NN 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 I B 2 6 0 0 0 7 9 7/L C 2 6 0 0 0 3 81 G.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EMAIL: gkUeger ®att.net 0 0 a ADDENDUM #1 0 3/1512013 BD COMMENTS RESP a CITY COMM. RESP. T T m GO T M -p CID o Q) > c _1z o 3 U L_ 0 o a L -C n � U Q w J � .0. Nrn rm mi � zzzzz J J J J J JW W zHi �'A IA CL U Y W rn QEA • Li(n 7 — zO�c7WL_U_LI_L, CD>Nw�oQwwww ONM LL. 0- O- O_ C = X i9 K1.1) Hto o HT r 10). C 10 0 1— W �W _j 60 N 01" M -<JILJ ZJQ —U CO CC CO 12- am F U0 Ij- 0_ � 4A 'A �4�ip, 1% <P1 • I� A REDUCE TO 12' A 2nd FLOOR (SEE SCHEDULE) e Is12'Oj VERT. ® SPECIAL ^ i l U r- E L G.3 1 1.1 2 2.1 3 5 5.1 6 1 I I 10 11 (12 1134'-0 15) (16 17) (20 21 2' -T2' 3' -52' �'_0' II' -l' 24' -6' 25' -3�i2' 20' -5' S' -1' 20' -3' 6' -6' 14' -6' 4' -6' 25' -4' 3 SEE 'J/S-1' FOR TYP. _ _ _ TYP. VERt. POST — — — — — r— — — — — — — j— — — — — — — — 12, ABOVE F -900 8'x8' MIN. CONC. a BARRIER WALL. © * � —1 HSS 4V2'x4V2'x1/2' I I I I I f — — — — CAP W /(2) -5 IZ �� � 5�a s 8' O.C. TOP I I b' CONC. SLAB ON 6' CONC. SLAB ON GRADE W 16x6 1 1 12' TP. 112' TF. I i 12' TE I I I 4 E W /6x6— � 9x� r _ _ _ _ _ _ _ _ _ _ _ 1_ _ _ _ _ _ _ 1 _ _ _ t _ _ _ - _ _ _ t- _ _ _ _ _ _ rt _ _ _ ' `" j ... -,, " �• W2.9xW2.9 WWM. ''! ;, _,�.- „:x...�- 04�'b l4' -0' LONG r 5 V. s 24' O.C. 112' TYP. COVER Y RIES W/SLOPE l O I O I I O I I 0 I I 5 s 12' Or-. TOP. IN GROUTED 1 -5 CONT. I3LK. CELLS 5Va24'O:C.NALL -20 BLOCK CELLS GROUTED -20 SOLID CTION SEGTI N . y Il r 8 -s1V (TO FIT A 24'x16' COL) I 1 1 ,� I F -11 - - - - -F -1200 F -110_0 - _ _ F 1200- I- - - , I I I f � - 1 1 1 I I a �3 1 i I I 1 I 13' -4' 14'6' 6'-4' 4' -11' 3' -4' I I ' I lIF -20 WF -20 UP-20 WF -20 I I - -- � - -- �- - - - - -J L - -- -- --� I SJ.I I SJ. N N OI L - -- J I I U I I 6' CONC. SLAB ON GRADE L Y7iZANC J L - - , r - - J CRAWL SPACE J (1>-5V N GROUTED CELL _ _ - _ _ _ J I I W/ 6x6 W2.9k11J2.9 WIllM 1 TYP. AT EACH MASONRY 16'X14' COLUMNS I M I I a1 I WALL OPENING (UON) 4' CONC. SLAB ON GRADE I 1 W/8 -M0' TOP, 4 -"8 BOT, 12'X24' ABOVE FL I S -"i I I (SEE 5-2 SLOPING ' I I W/ 6x6 W1.4XWL4 WlUl I I a I=LR TRENG UP UP RAMP ON GRADE 1 1 StR SLAB ABOVE) I I SJ OC 2 -+�6 s �2 HT, �4 TIES O I N I I I 1 I I _1806 F -1806 TOP OF GB -1' -4' 1 F -1i00 F -1100 F -1100 r-- - - - - -- I r -- - - - - -- F -8x11 I b'CONC.SLABONGRADE r - - --� L- - - -� - --I t - - - - -, � - - -- - - - -, r--- - - - - -� L� J F -1200 I W/ 6x6 W2.9XW2 9 011. _ I I I��� SICsNACsE t (14�SPECIAI- ''� _ _ _ WF -2 LIIP_20_ _ J I I -i I I I I (OW) � .,;:..r9: t•. �.ti • •M, : •:�. •.: r:” \ �,�, r� -, I e - -- -- 3 r - -- -� 3 I 2 1 I ©I I 1 1 I O Q HSS 4V 2 x4 2 x 2 1 I I • ;., - •,.:,,r.: •; =�a�' xr",.s: • �,cY 7 I I _ 0 `v WF 2 I r � `- - - - - - �O L T I tj G I _ _L _ ( -3 -0) L - - - - - - - - L — — — — — — — J L — — — — — — — — -i L — — — 0-I — — — —j N S -9 w - SEE EQUIP. SHOP DRAWINGS FOR ALL I I 1 TYP. PERT. F'OSt L v I - - - , SHIELD WALL SIZES (52--0_9 v I HSS 4V2 x4 2 x�2) a CONFIGURATION HSS 4V2'x4 'x�2' F -1300 _ _ I I � I I I GLASS R POST � 4 CONC. SLAB ON GRADE 06 I v I 06 I SJ. 106 (SEE A W/ bxb WL4XWL4 WMI*t SJ. F -500 J I EYAT -�� I I I - - - - - - - I OI I (- 3' -0') A 1 2 - I 1 N O 1 I • ' r.-d • 1IF30 - -► , - . r - - 1- - - - -� I P I a i.; •• ° 14' -0' I I :,. . . . 24 PC e I _ 2 1'x24'x24' SUMP (SEE DTL ON SHEET 5 -10) 1 I 41 I i ' • 24' THICK CONC. SLAB c : I I I 6' CONC. SLAB ON GRADE I II _ n EL YA OR PIT. COORD. W/11EGH. I,¢� O I I `� 1 L - - - - - _ MF20 ' 1 4 I SJ. W/ bxb W2.9XUJ19 WWM I P , I 1 •1 " rl�E vNDOR.Ol1L'=1:OR L , •, • WF -24 SS 41i2'x4V2'xV' SEE ARCH. DTLS FOR ° I ° FL GRILL t THRESHOLD I I t LOCA`il a. •: I,. I RECESS I • l :: ' 4 I 4 I II I WIDEN THE T.E. BY 14' ADD _ 1 I s� .. I I 1 a v ' �' I M _ I� 1 T _ -300 2 -5 L1ll. TOP t BOt, 4 12' 1100; l S 9 -8 1 8 MF20 I �` • ' SEE EQUIP! SHOP 24 x30 GB I a C.w F _ 0 s OTC. S.W. TOP t BOT. (SEE lU=_20 C L; • • , • a1 :.. DRAWNGSIFOR ALL 1 1 W/8 -+10 TOP, 4 -I8 BOT, _ _ _ _ ` 1' SIZES t L CATION 1 I 2 -% s t,2 HT, 04 TIES 1 O y �c I�Q'D 'Al .A. DETAIL) - _ - - - - - - - - - - - - - - - , a L' mod' ' . • !J r _ J L_ _ s 12' O C. THR IOUt. L TOP OF GB -1' -4' F_ -1200 1 4 I GRILLE. RCH -- —F -900 1 10 0 I STEP FTG C Il' -9' r C ...:�•4 I .. ° I'.a 1 ECC�TG 1 I O I lbklb' CON. PIER UP T r - I I I TO -2' -0' I I •. —1 EL -I' -4' W/(4)-%v t 03 1 14 I I I I I :I • '° I I I I + -� I • ` - 1 1 TIES s 12' O.C. (FOR STL 1 0 I O I I 3 I I 3 .4 i - °' '= �I L- -- O I 30' TE 1 n3. I O O MFIb I `" I �t?P) 1 - -I - - - - � - - - _ I I I I - - - - - '�= icy r:,:�� •���',�x, }x.. s' ,,,.. - rr�;�r��,: - I F -�00 - -- I 12' tE I I I I I I Q I 3O r C Dt� ? (-3 -0') 1 I I (- _ lL� -36 L lLF -36 _ J I r 61 I U 1 I Q o ID N 29' -62' I 116' -72' I 10' -2' 1 23' -4' L - - - - - 19' -0'- - I - - 7' -8 I ' < �T tcjo L _ _ _ _ _ _ r — — — —� _ _ _ _ _ r _ _ _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 48'w x 16'd x 1' -0' LONGER €zICsNAC�E 1 I' F -1500 I F -500 F -1500 F -1500 9' -8' 21 3 _2 IS' -22' 2 20' -92 0 20' -102' (-T-09 (_21-09 ! -2 -0 ) 01 LONGER SIGN ON EACH SIDE 9 24' 0' r3 TIES s r1' OC. s 712- C. 'v W/15,9 12' OZ. TOP t BOT, EACH WAY (HOOKED) u 4' CONC. SLAB GRADE N � 5 � ° �' O.C. 3 MONUMENT FOOTING SEE ARCH DWGS FOR ALL EXT. SLABS 6 -% VERt. 24' O (SEE ARCH. FOR 2 MONUMENT ; • ON GRADE AND WALKWAYS. t r 3 SIZES, DETAILS t LOCATIONS) TF SEE GENERAL NOTES FOR SIZE t�NF 12 L__ I -- J F -1100 - -� r - -i L -- - --J L -- - - -� I I -1300 I I F -1 F -1300 24'1 I Jul I W /8 -03 TOP, 4-01130T, I ' 1 s' SJ. ©C I I SJ. e-% s 1/2 HT, 04 TIES OI , I I TOP OF GB 4-4' 1 I I 1 I 4' CONC. SLAB ON GRADE >?' THICK CONC. SLAB W/ 6x6 WL4XWI.4 WIUM. W/ 5 s 12' OTC. EA. WAY TOP t BOT. �i 1 L� C 1 .2 14 1 1 DETAIL 'A' -'A' CITY n 22' -4' 20' -41/2' - 22'- 101/2' 22'- 101i2' 2T -l' SI�2VV -- - 25' -3�i2' 2' 26' -2' 8' -6' S' -10' DUI NG DCP iA�� 4 7 14 24' THICK CONC. S W/ 45,8 12' O.C. EA. WAY TOP t 50T. UT30 BEYOND •r '. .f.. :;...... •,• •�. �;' :•. •,. X16 s 12' O.C. EACH WAY TOP t BOT. SECTION S -1 9 (o ' CONC. SLAB ON GRADE W/ 6x6 W2.9XW219 WW1,t UJF30 BEYOND % s 12' OZ. EACH WAY TOP t BOT. 19 13 )(14 SAW CUT JOINT BEFORE CONC. IS 4 HOURS OLD. V4' II - TYP. SAW -CUT JOINT (5.J) STOP �� OF x,1/4' t0 IR' JT. STOP I;MW. EACH TYR CONSTRUCTION XX SIDE OF JOINT OR ISOLATION JOINT (IJ.) `� • • 2'x3-1/1' KEY JT. 6' S Conk. TYR KEYED CONSTRUCTION JOINT aa T. S T 2UC RAL SZCTION 18 19 21 2214 - ' IA). (TYP) IJ. (TYP) ' CA OR SJ. (TYP) -ROUND SHAPE ISOLATION JOINT C.J. OR SJ. AROUND COLUMNS (TYFJ (PREFERRED SHAPE) —DIAMOND SHAPE NOTE. ISOLATION JOINT AROUND COLUMNS ALL f�YISIONS CLOUDED ARE TYR JOINT AT COL. DETAIL. ALL DIMENSIONS HAVE BEEN COORD. W/ ARCH, (G.C. TO VERIFY) FOUNDATION SCALE:1 /8'4 -0' "Ek Z 9 2013 GDK JOB /: G.D. Klieger, Inc. Consulting Structural Engineers 0 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EB 0004821 EMAIT gkliegerOatt.net NN 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 I B 2 6 0 0 0 7 9 7/L C 2 6 0 0 0 3 81 G.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EMAIL: gkUeger ®att.net GERSHON KLIEGER, PE (FL. PE #36109) REVISION No. — Date — Revision 0 a ADDENDUM #1 A2 3/1512013 BD COMMENTS RESP a CITY COMM. RESP. M .� O C NNM cn Q to �o C t -}�. W O GERSHON KLIEGER, PE (FL. PE #36109) REVISION No. — Date — Revision 0 2/01/2013 ADDENDUM #1 A2 3/1512013 BD COMMENTS RESP 3/2912013 CITY COMM. RESP. FOUNDATION PLAN F IL E : K- 12059 -S 1.dwg PROJECT: 29080.00 DATE: 12/14/2012