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13-96-219
kp, 4A % N PMQ Ln w zzzzz J J J J J J r <» iA fA vi iA W W iA iA EA iA fA fA U�` -�W �Nf-U`f UT z>_N z O �(� Uj Li W Ww car— w�oQwwwww oCIO ow0- 3 a� a� ft: ft: of fA iA iA iA EA Kt 'A 0 EA K3 EA {A 0 w Q W iA :F—W _j 1% �OF— JLiJ � Vi :A EA �A iA iA iA J D 4 1 1.1 2 2.1 3 5 5.1 6 8 10 11 12 15 16 17 20 21 23 24 194' -0' 1. , 2 2 l -0 II -1 24 -6 25'4/2' 20 -5 S -i 20 -3 6 -6 14 6 4 6 25 4 16 -S 10 3 6 I. - -- -- - - - - -- - - - - -- 12'TF. TYP VERT. POST -j ABOVE F -900 . I I __j I I I I I I I I 4' 1 1 11' tE 12' t.E. 12' T.E. -� I - - -- --- I---- fi------- 1-____ rt � I& MECHANICAL Ea 4 FPL L - - - - J _ J L SLABS/PADS: F -1100 L - - - - - - -J L - - - - - 1 N REDUCE TO 12' 6' CONIC. SLAB ON GRADE 1 i i F -13 F -1300 24'x30' I 2nd FLOOR (SEE COL. W/ bxb- W2.9XW2.9 W.WM. luj W/8 -09 TOP, 4 -01 BOT, I SCHEDULE) WALKWAY SLABS: o� I iS 1 2 -% • V2 HT, 04 TIES O 4' CONC. SLAB ON GRADE n' SJ. Q I I SJ• • 1 _ 24' W/ bxb- WIAXWIA WllM I I � 8 -r1V (t0 FIT � 1 I I TOP OF GB -I' -4' I A 24 x16 COLD 1 I I �I F- II - - - - -F -1200 F -1100 - -- 1100- 1 - - --� I I •1 ® OPEC AL j- - - F-850 - - - -1 1 1 r - - 1 I 1 1 I u3 I = 1 I I I I 1,31-4' 1416' id 6' -4' 4' -I1' 3'4' 51 1 I ' I WF-10 _ J _ WF -20 L - - - UIIF -20 - - J L - 11-20 - - _ I- I 1 4 C1AL - - - - -- j O i- - - - - -- I ® I-- -Q - - -� O r---- •� - - - -- I � I I I 1 6' CONC. SLAB ON GRADE I L _ _ J L_ _ _ J W/ 6x6 W2.9XWZ.9 W.WM r L _ _ , _ _ -I (1) -5V IN GROUTED CELL _ _ _ _ _ _ I 1 I 16'X14' COLUMNS I M I I CRAWL ACE a1 I WWALL OPEN�INGMUON) 4' CONC. SLAB ON GRADE I I 24'x30' GB I • IZ' OX, 12 X24 ABOVE FL I S -'i I I I W/8- �101TOP, , -'8 BOT, ' (SEE S -1 SLOPING ' I I W/ 6x6 WL4XWL4 W.WM. I 4 TIES I FLR TRENC �� RAMP ON GRADE 1 1 STR SLAB ABOVE) Q I I SJ. 0 1 -MI6 : HT, 4-4- -I 1 1 I I I I I -1806 F -1806 TOP OF GB I - - - - - -- -- - - -- F -Sxn I b' CONIC. SLAB ON GRADE _ _ � L F -1100 _ _ _J L _ F -1100 _ , r _ _ _ _ _ F -1100 _ , r- _ _ _ _ _ _ _ J ,� r - � � � J `r -+16 VERT. ( -2 00 1 W/ 6x6 W2.9X11119 WWM r- -� I I I I I I I I I r�_' 12' 12' I 1 I I I I I I I I I I I ® SPECIAL MONUMENT -S -4 C I I I I I I O 1 I I I I I SICxNAGE ISPECI I O - - - lU= -20 _ _ J l- II.F_20_ _ J I I I I I I I I g: t._ • .y • I, Kc . OlU)r:° ; 6 I`" SJ. SJ. SJ. r _ 1 _ , — — — I I I r -- O 2 e HSS 4V2'x4L2'x�2' r 1 1 0 Q 1 1 1 1 - -- O I I ©CI I O I I O (, -I L -- =10 -- J I I I I I 2 I I 1 L r -- - - - - - I I I I I I I I I I 1 8 I I F -100 I I I I 1 I I I I I I I T ' -9' I L - - - - - - - - J L - - - -`n - - - -J L - - - - - - - - J L - - - - - -J I I I YPOTkI SEE EQUIP. SHOP e, I- L-- - - - - -- -� L - - -- - - - -� DRAWINGS FOR ALL TYP. VERT _ _ HSS 02'x0i'Aj L -1 I r ,- , -1 SHIELD WALL SIXES IL - - - I I - -1 r - , � "� —HSS 4 2'x4 'x�2' F -1300 _ O 0) a CONFIGURATION O ( -2 0) O l -Z - ) I � I E I I N 1 GLASS R POST - - - - 4 CONIC. SLAB ON GRADE 1 6 I I 6 I 16 I _ W/ bxb WL4XWI.4 W.WM. SJ. Si. _ _ � _., I � I !SEE _____ -- F -500 1 VAT v I I I 1 OI (-3' -0') A 2 I 4O 1 I • :. • ' ' '-� - , - . r •. v 1 SJ. I I F30 .' G -10 1 Si. SJ. :. WF30 I I I l` -�!' i' .... :' . • . ° .i 14' -0' • 24PC__ _ , I - , I I . • . • ri •. .. • �' •• SEE DTL ON SFEET 5 -10) � a I - 2j x24 x24 SUMP 24' THICK CONIC. SLAB : ' 1' I -i 6' CONIC. SLAB ON GRADE I d �n EL VA OR PIT. COORD. W/MECH I I I 1 1 MF20 ' '' 1 ' '• ' ° , 4 1 S J N 1 I W/ 6x6 W23=3 WW1'1. I OF -24 L - - - - - - -J 1 N 1 SEE ARCH. DT LS 1 • . I " VeNDOR• D(A- FOR • • 412 x42 x� L FOR I _ I FL GRILL 4 THRESHOLD I I 1ZE • 4 LOCA71 I•. C I I I • I I - I RECESS 1 ' 4 1 Q I 1 I 11 I w G.3 0 U, WIDEN THE T.E. BY 14' ADD s� •• ' Fb 1 24'x30' G5 SEE EQUIP SHOP I N},4 1 `^ _ 11'1 tE+ _ -300 2 -5 LW. TOP 4 50T, #40 11' I 1' -8' 9' -8' l' -8' -I M0 I ; '1.: •.` �' .•, b 1 DRAWINGSIFOR ALL 1 I W/8 -N0 TOP, 4 -08 BOT, l 1 O.C. SW. TOP 4 BOT. (SEE SIXES 4 L ATfON 2 O 14' -2' DETAIL) - - - - =Zm - - C - - 1 _ °I • I I 2 -+I6 • HT '4 TIES 1 - - - - - - F-1500 - - - - - - - , • 12' O.C. THRUOUT. I ' Q, r - - - -� A$REQ'D 'A' 'A' r -- -- - - - -- -- a L_'� .. r -j >. I r_J L -- I I GRILLE SE 1 10 ( -I �� r C _ ° ' ° .. • TOP OF GB -I' -4' F -1100 _ I ARCH. - - - -F wo I I STEP FTG Il' -9' . ` I a I I I r ECG FTC= 4 : •' a • . J 0 I O 1 16'x16' CON. PIER UP T 14, I TO -2 -0 I I IA 4. ct== o H EL -1' -4' W /(4) -%V 4 +3 I 1 1 1 I I '4 I1F30 1LF30 3 I I 9 I •, L.. a' I L- O 1 30' TE I O MFi6 1 TIES • 12' O.C. (FOR STL CQL..BU PP) ,f04 �•r:x�;:7��x r - -- I Cs13lL�lUJ -± 12' T.E. I I 0 I Q 3 -0) I I I L_ U -36 J L 11P -36 _ -f I 0 ONUMENT QC — — — J I — 1 29' -62' 1 16' -l2' 10' -2' 23' -4' L — — — — — �9' -0' — I' , — J - V J 48'w x lb'd x 1' -0' LONGER \ 3�r �\il`!1*3c _ , 1 '- -' , ' ' , , , J 1 I, F -1500 I F -1500 F -1500 F -1500 _ 11 2 21 3 _2 IS 22 2 20 -92 0 20 -102 (_Z 0) (-T-09 ( -2 09 LONGER SIGN ON EACH SIDE � Q A 24' 0' 03 TIES • 12'0 `* � • �' OZ. W/5 • 12' O.C. TOP 4 BOT, '� +3 • 12 OZ. 0 EACH WAY (HOOKED) 4' CONIC. SLAB GRADE SEE ARCH DWGS FOR ALL EXT. SLABS � b -% VERT. 14' MOrftq"ENT FOOTING (SEE ARCH FOR 2 MONUMENT ; , :. ON GRADE AND WALKWAYS. Ell SIXES, DETAILS 4 LOCATIONS) T.E. SEE GENERAL NOTES FOR SIRE 4 REIi�'G. 12' 3 14' 12' DETAIL 'A' -'A' 19 22' -4' 20' -41i2' 22'- I01i2' 22'- 101/2' 2T -T ,, 25' -31/2' 2',, 26' -2' 8' -6' 8' -10' X1/2' 1 ) ( 4 FA 111 (14 4' CONC. SLAB ON GRADE 12' THICK CONC. SLAB 24' THICK CONC. SLAB - W/ 6x6 W1.4XWL4 WWM. --i 0� EA WAY-1 W/ 5. 11' O.C. EA WAY TOP 4 50T. U////A TOP 4 BOT. 2 -5 TOP 4 114 ..• ! *.: :� •, �a F 0. •� �: 20' N �' • ~' = . UJF30 BEYOND n, �0tt 'C, % • 12' O.C. EACH WAY T T o� SECTION CD m e -F 70 (a) C _Z o 3 0 L o a) n L -C a CD U kp, 4A % N PMQ Ln w zzzzz J J J J J J r <» iA fA vi iA W W iA iA EA iA fA fA U�` -�W �Nf-U`f UT z>_N z O �(� Uj Li W Ww car— w�oQwwwww oCIO ow0- 3 a� a� ft: ft: of fA iA iA iA EA Kt 'A 0 EA K3 EA {A 0 w Q W iA :F—W _j 1% �OF— JLiJ � Vi :A EA �A iA iA iA J D 4 1 1.1 2 2.1 3 5 5.1 6 8 10 11 12 15 16 17 20 21 23 24 194' -0' 1. , 2 2 l -0 II -1 24 -6 25'4/2' 20 -5 S -i 20 -3 6 -6 14 6 4 6 25 4 16 -S 10 3 6 I. - -- -- - - - - -- - - - - -- 12'TF. TYP VERT. POST -j ABOVE F -900 . I I __j I I I I I I I I 4' 1 1 11' tE 12' t.E. 12' T.E. -� I - - -- --- I---- fi------- 1-____ rt � I& MECHANICAL Ea 4 FPL L - - - - J _ J L SLABS/PADS: F -1100 L - - - - - - -J L - - - - - 1 N REDUCE TO 12' 6' CONIC. SLAB ON GRADE 1 i i F -13 F -1300 24'x30' I 2nd FLOOR (SEE COL. W/ bxb- W2.9XW2.9 W.WM. luj W/8 -09 TOP, 4 -01 BOT, I SCHEDULE) WALKWAY SLABS: o� I iS 1 2 -% • V2 HT, 04 TIES O 4' CONC. SLAB ON GRADE n' SJ. Q I I SJ• • 1 _ 24' W/ bxb- WIAXWIA WllM I I � 8 -r1V (t0 FIT � 1 I I TOP OF GB -I' -4' I A 24 x16 COLD 1 I I �I F- II - - - - -F -1200 F -1100 - -- 1100- 1 - - --� I I •1 ® OPEC AL j- - - F-850 - - - -1 1 1 r - - 1 I 1 1 I u3 I = 1 I I I I 1,31-4' 1416' id 6' -4' 4' -I1' 3'4' 51 1 I ' I WF-10 _ J _ WF -20 L - - - UIIF -20 - - J L - 11-20 - - _ I- I 1 4 C1AL - - - - -- j O i- - - - - -- I ® I-- -Q - - -� O r---- •� - - - -- I � I I I 1 6' CONC. SLAB ON GRADE I L _ _ J L_ _ _ J W/ 6x6 W2.9XWZ.9 W.WM r L _ _ , _ _ -I (1) -5V IN GROUTED CELL _ _ _ _ _ _ I 1 I 16'X14' COLUMNS I M I I CRAWL ACE a1 I WWALL OPEN�INGMUON) 4' CONC. SLAB ON GRADE I I 24'x30' GB I • IZ' OX, 12 X24 ABOVE FL I S -'i I I I W/8- �101TOP, , -'8 BOT, ' (SEE S -1 SLOPING ' I I W/ 6x6 WL4XWL4 W.WM. I 4 TIES I FLR TRENC �� RAMP ON GRADE 1 1 STR SLAB ABOVE) Q I I SJ. 0 1 -MI6 : HT, 4-4- -I 1 1 I I I I I -1806 F -1806 TOP OF GB I - - - - - -- -- - - -- F -Sxn I b' CONIC. SLAB ON GRADE _ _ � L F -1100 _ _ _J L _ F -1100 _ , r _ _ _ _ _ F -1100 _ , r- _ _ _ _ _ _ _ J ,� r - � � � J `r -+16 VERT. ( -2 00 1 W/ 6x6 W2.9X11119 WWM r- -� I I I I I I I I I r�_' 12' 12' I 1 I I I I I I I I I I I ® SPECIAL MONUMENT -S -4 C I I I I I I O 1 I I I I I SICxNAGE ISPECI I O - - - lU= -20 _ _ J l- II.F_20_ _ J I I I I I I I I g: t._ • .y • I, Kc . OlU)r:° ; 6 I`" SJ. SJ. SJ. r _ 1 _ , — — — I I I r -- O 2 e HSS 4V2'x4L2'x�2' r 1 1 0 Q 1 1 1 1 - -- O I I ©CI I O I I O (, -I L -- =10 -- J I I I I I 2 I I 1 L r -- - - - - - I I I I I I I I I I 1 8 I I F -100 I I I I 1 I I I I I I I T ' -9' I L - - - - - - - - J L - - - -`n - - - -J L - - - - - - - - J L - - - - - -J I I I YPOTkI SEE EQUIP. SHOP e, I- L-- - - - - -- -� L - - -- - - - -� DRAWINGS FOR ALL TYP. VERT _ _ HSS 02'x0i'Aj L -1 I r ,- , -1 SHIELD WALL SIXES IL - - - I I - -1 r - , � "� —HSS 4 2'x4 'x�2' F -1300 _ O 0) a CONFIGURATION O ( -2 0) O l -Z - ) I � I E I I N 1 GLASS R POST - - - - 4 CONIC. SLAB ON GRADE 1 6 I I 6 I 16 I _ W/ bxb WL4XWI.4 W.WM. SJ. Si. _ _ � _., I � I !SEE _____ -- F -500 1 VAT v I I I 1 OI (-3' -0') A 2 I 4O 1 I • :. • ' ' '-� - , - . r •. v 1 SJ. I I F30 .' G -10 1 Si. SJ. :. WF30 I I I l` -�!' i' .... :' . • . ° .i 14' -0' • 24PC__ _ , I - , I I . • . • ri •. .. • �' •• SEE DTL ON SFEET 5 -10) � a I - 2j x24 x24 SUMP 24' THICK CONIC. SLAB : ' 1' I -i 6' CONIC. SLAB ON GRADE I d �n EL VA OR PIT. COORD. W/MECH I I I 1 1 MF20 ' '' 1 ' '• ' ° , 4 1 S J N 1 I W/ 6x6 W23=3 WW1'1. I OF -24 L - - - - - - -J 1 N 1 SEE ARCH. DT LS 1 • . I " VeNDOR• D(A- FOR • • 412 x42 x� L FOR I _ I FL GRILL 4 THRESHOLD I I 1ZE • 4 LOCA71 I•. C I I I • I I - I RECESS 1 ' 4 1 Q I 1 I 11 I w G.3 0 U, WIDEN THE T.E. BY 14' ADD s� •• ' Fb 1 24'x30' G5 SEE EQUIP SHOP I N},4 1 `^ _ 11'1 tE+ _ -300 2 -5 LW. TOP 4 50T, #40 11' I 1' -8' 9' -8' l' -8' -I M0 I ; '1.: •.` �' .•, b 1 DRAWINGSIFOR ALL 1 I W/8 -N0 TOP, 4 -08 BOT, l 1 O.C. SW. TOP 4 BOT. (SEE SIXES 4 L ATfON 2 O 14' -2' DETAIL) - - - - =Zm - - C - - 1 _ °I • I I 2 -+I6 • HT '4 TIES 1 - - - - - - F-1500 - - - - - - - , • 12' O.C. THRUOUT. I ' Q, r - - - -� A$REQ'D 'A' 'A' r -- -- - - - -- -- a L_'� .. r -j >. I r_J L -- I I GRILLE SE 1 10 ( -I �� r C _ ° ' ° .. • TOP OF GB -I' -4' F -1100 _ I ARCH. - - - -F wo I I STEP FTG Il' -9' . ` I a I I I r ECG FTC= 4 : •' a • . J 0 I O 1 16'x16' CON. PIER UP T 14, I TO -2 -0 I I IA 4. ct== o H EL -1' -4' W /(4) -%V 4 +3 I 1 1 1 I I '4 I1F30 1LF30 3 I I 9 I •, L.. a' I L- O 1 30' TE I O MFi6 1 TIES • 12' O.C. (FOR STL CQL..BU PP) ,f04 �•r:x�;:7��x r - -- I Cs13lL�lUJ -± 12' T.E. I I 0 I Q 3 -0) I I I L_ U -36 J L 11P -36 _ -f I 0 ONUMENT QC — — — J I — 1 29' -62' 1 16' -l2' 10' -2' 23' -4' L — — — — — �9' -0' — I' , — J - V J 48'w x lb'd x 1' -0' LONGER \ 3�r �\il`!1*3c _ , 1 '- -' , ' ' , , , J 1 I, F -1500 I F -1500 F -1500 F -1500 _ 11 2 21 3 _2 IS 22 2 20 -92 0 20 -102 (_Z 0) (-T-09 ( -2 09 LONGER SIGN ON EACH SIDE � Q A 24' 0' 03 TIES • 12'0 `* � • �' OZ. W/5 • 12' O.C. TOP 4 BOT, '� +3 • 12 OZ. 0 EACH WAY (HOOKED) 4' CONIC. SLAB GRADE SEE ARCH DWGS FOR ALL EXT. SLABS � b -% VERT. 14' MOrftq"ENT FOOTING (SEE ARCH FOR 2 MONUMENT ; , :. ON GRADE AND WALKWAYS. Ell SIXES, DETAILS 4 LOCATIONS) T.E. SEE GENERAL NOTES FOR SIRE 4 REIi�'G. 12' 3 14' 12' DETAIL 'A' -'A' 19 22' -4' 20' -41i2' 22'- I01i2' 22'- 101/2' 2T -T ,, 25' -31/2' 2',, 26' -2' 8' -6' 8' -10' X1/2' 1 ) ( 4 FA 111 (14 4' CONC. SLAB ON GRADE 12' THICK CONC. SLAB 24' THICK CONC. SLAB - W/ 6x6 W1.4XWL4 WWM. --i 0� EA WAY-1 W/ 5. 11' O.C. EA WAY TOP 4 50T. U////A TOP 4 BOT. 194' -O' 6' CONC. SLAB ON GRADE W/ bxb W2.%0.13 W111M. LLF30 BEYOND • :: :• ; :.:; ; _ 0 �6 • 121 O.C. EACH WAY TOP 4 BOT. , 13 )(14 SAW CUT JOINT BEFORE CONC. IS 4 HOURS OLD. V4' TYP. SAW -CUT JOINT (5j), TO o .E R 11A1 To J/21 JT. STOP RE EACH TYP. CONSTRUCTION (C.J.) SIDE OF JOINT OR ISOLATION JOINT (U.) `� • • 1- 1/1'x3 -1/1' KEY JT. 6' S CONT. TYP. KEYED CONSTRUCTION JOINT 18 19 IJ. (TYP) IJ. (TYPa CJ. OR 5J. (TYP) -ROUND SHAPE } ISOLATION JONT `CJ. OR S.J. AROUND COLUMNS (TYP) (PREFERRED SHAPE) DIAMOND SHAPE ISOLATION JOINT AROUND COLUMNS TYP. JOINT AT COL. DETAIL. FOUNDATION FLAN 5CALE :1/8' =1' -0' 4 21) (22) (24 NOTE: ALL REVISIONS CLOUDED �D ARE® ALL DIMENSIONS HAVE BEEN COORD. W/ ARCH. (G:C. TO VERIFY-) A C F .2 GDK JOB#:F -,. b � G.D. Klieger, Inc. Consulting Structural Engineers 0 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EB 0004821 EMATT gkliegerOatt.net IF- - R 1 - - . , log G S & P Design Services For The Built Environment E 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 1826000797JLC26000381 G.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EMAIL: gklieger ®att.net .0 � •` M i� m �o ^ o c �� •- U -. � � Cl) LC)� M rn C °' L' C W 1z W GERSHON KUIEGER, PE (FL. PE 36109) �. � ,�• 1, .' cl:) MA .1,9 T013. REVISION 2 -5 TOP 4 114 ..• ! *.: :� •, �a F 0. •� �: 20' N �' • ~' = . UJF30 BEYOND '� 'f•' % • :...: :..:... BD COMMENTS RESP % • 12' O.C. EACH WAY TOP 4 BOT. SECTION e -F 194' -O' 6' CONC. SLAB ON GRADE W/ bxb W2.%0.13 W111M. LLF30 BEYOND • :: :• ; :.:; ; _ 0 �6 • 121 O.C. EACH WAY TOP 4 BOT. , 13 )(14 SAW CUT JOINT BEFORE CONC. IS 4 HOURS OLD. V4' TYP. SAW -CUT JOINT (5j), TO o .E R 11A1 To J/21 JT. STOP RE EACH TYP. CONSTRUCTION (C.J.) SIDE OF JOINT OR ISOLATION JOINT (U.) `� • • 1- 1/1'x3 -1/1' KEY JT. 6' S CONT. TYP. KEYED CONSTRUCTION JOINT 18 19 IJ. (TYP) IJ. (TYPa CJ. OR 5J. (TYP) -ROUND SHAPE } ISOLATION JONT `CJ. OR S.J. AROUND COLUMNS (TYP) (PREFERRED SHAPE) DIAMOND SHAPE ISOLATION JOINT AROUND COLUMNS TYP. JOINT AT COL. DETAIL. FOUNDATION FLAN 5CALE :1/8' =1' -0' 4 21) (22) (24 NOTE: ALL REVISIONS CLOUDED �D ARE® ALL DIMENSIONS HAVE BEEN COORD. W/ ARCH. (G:C. TO VERIFY-) A C F .2 GDK JOB#:F -,. b � G.D. Klieger, Inc. Consulting Structural Engineers 0 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EB 0004821 EMATT gkliegerOatt.net IF- - R 1 - - . , log G S & P Design Services For The Built Environment E 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 1826000797JLC26000381 G.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EMAIL: gklieger ®att.net .0 � •` M i� m �o ^ o c �� •- U -. � � Cl) LC)� M rn C °' L' C W 1z W GERSHON KUIEGER, PE (FL. PE 36109) �. � ,�• 1, .' cl:) MA .1,9 T013. REVISION No. - Date - Revision © 2/01/2013 ADDENDUM #1 02 3/15/2013 BD COMMENTS RESP FOUNDATION PLAN._ S MMI FILE: K- 12059- S1.dwg PROJECT: 29080.00 DATE: 12/14/2012