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02-930-1406' -Y/' �' -0 ' -0' p1_¢t1_/Tt21_!S =3PIm26o DETAIL. 11-2' 12'-t` li'-0' I m 1 e 1 Q I II { r.1 I L J I I 1 I3'-2'11-$!' 5'-1' 10'-11' -2' P 3. ON 2 /;OHEAR, UJALL I F ERE NG L 0 AT 10 N DEFTH = 30' 6HPAR W,4LL ° I 1`(^`r�ve R I FIC (nI) W 5-ARS 1 61 id'��a I 'c' :� '�' ��� � Err' �f�:'�i�% � F, 5f`ftll 7C:-;' BAR5 'H' 54rp G ( 5W-0 516 Sd12' 6r$ 14612' $•$ 10 $ "4£12' � #3£12' 2N� 4000 $' 1 1 95 s 12' 6 1 04 a 12' $ 1 10 i #4 a 12' C '23 6 12' 4000 5 r 1 ! 15 a IT 6 "1 04 * 12" $ 1 1001 04 £ 12'�-t 2.4 '3 9 12' 4T+4. 4000 $•6 $5*12, 6'�6 *4a12' $�6 10*6 114a12' C *3a12t STD:. 4000 $ 6 'S a 12' 6 " 6 , 04 a 12' S " 6 1,1706 04 c IT "3 'e IV 301-1G` WALI 09" DETAIL. r !� !1 '-s!J�T ' li'-01 C' --'-11' 2'-9'. T-2' I I t s i— cll'�=�_l 3 Q 3111-11;$"'-1' a!-3' V-II' 1'-0' '-11' T-O' 'Y' 54;Rs ( '5' 5ARS "A' 13Ai25 T� ttHEAR WALL " I REINFORCEMENT DE"TAIL 9'-11' 2'-0' 511-11' 11 21-01 1. s F30`iU26(o /6HEAR WALL "2 0' �E FE REhCE LOCATION sc': 3/16, = V-0, 164EAR WALL P 2 FLOOR FIC (FEIJ I `A, 55ARS I So 545ZE2 i V 5A'5 I 'II)' 5A;R5g 1 T R:� I i-' 5ARIS It , 5A. G Z✓JN:) 50'f0 $ f$ r= 12' I #4 C 12' i 03 e 12' ( a C 1 10 9 1 k4 6 12' 2ND 4000 8 # l S* 12` f4 = 12' 3 a 12' 8 1 1001 04'212, �Id L: 3p7. 4000 $ E 1 t 12' p4 12' I 3 £ 12' $ �' 6 1006 4 12' 2G1 4T14. 2.020 $*6 95£12, 04-12' #3a12' $Y6 10s6 "4a12' 4. 4000 i S$ 6 'S t 12' 04 E 12' $3 E 12' $ k 6 10,16 I w4 a 12" C TARS 171 34 ' a a et/2' TOP :. ...... _.. _` i ;E I o u u DEPTH = 36' F33132(oAo' (o DETAIL_ SC: 3/i6' - 1'-0' 6C: 352' - 1' - 0' 1'-$' 41 1.1-0` 1!_01 L 11-$t I 5HEARWALL "a REINFORGELENM T D*'mcT,4!1_6�:: 3,16, = V-0, SHEAR WALL 113 FLOOR I Fc (P$l) I 'A' 5ARS 11131 15ARS V SARrS E `7' $A '�` a ° SAR HS ' 21 SAS GRO14D 5000 ( $ + a se 12' $4 a 12' I 2 * S I 1005 05 a 12' $4 a 12' C 2NJ 4000 I $ 1 '� 12' 04 a 12' � 2 # 1 10 •1 �3 � 12" $4 a 12' 211 4000 { $ * 1 S G 12' 12' 2 $ 1 i0 " 1 "3 12' * 12 ` 24' 4TP.. 4000 $ • 6 05 s 12' 04 a 12' 2 f 6 10 ► 6 12, #4 £ 12' 5T14. 4000 $ " (o 1 s. s 12, 04 c 12' 2 r 6 10 # 6 *3 a 12' •4 = 12' C TYPICAL GONG. COL. BUt"lPER GUAR27Ta DETAIL M BE ATTACHED 0 ALL GOI.UIIN CORNERS EXPOSED T6 VEHICULAR TRAAFFIC)y SEE ARCH. DWGS 314' It 1'-0' L L3'X3'X1/4'X36' W13 - 1/2' 0 X R' EQUALLY 5-14-r-ED 11COLLM VZO T H i I DETAIL 3 '4' - It-0` RS SEC !N 2- 3/32 1 -0' 1 12 # $ e 7' Q�� `L e It :.O I . B B $ E 12' 4P0'! f t 0= I 160*HEAR WALL 771 E I N' F 0 E M E N T DETAIL ZR) c-: Ss: 3/$' = 1'-0' cq— 'S 1 '0'-Ot 301-01 I sOf _ol I.+T!_/rit 8C: 306' = 1'-0' 12 5 a 1'1D0L a OTT. I f T ( Ul - - - - - - - - - - - - - - - - ————————..�.._..,....,..;�...»......,--—— —--- —— - - - - - _— — — ©——— _—————————————————©————-——.�.......W...v---_.—..._.———_.......w..........,.,.——————--——— ..-- jil-.. I DEFTH tgt -0' 6"1 "t- T. 2- V_: 3/16 - 1'-0' OWNER/DEVELOPER: ER: ,13 1 `E , ��.` E�� -� ��{{ 4P-6.3 S.W. 72 A`�ENUF • I�x�I�.;�I, FLORIDA �3��� 1 �0�.���.�4�1 LAZA 57 t 5/ 1 H COURT BETWEEN S.W.t� �Y I�f �.s+Zi t� r S.W. 73RD AND S.W. 74TH STREETS CITY OF SOUTH H MIAMI SO�JTF-I �IA���I, FLORIDA ����-3 DE '' f O S R E i�+ E S 1 -F% , ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERS _ HECTOR DE LOS RPYES, P.�. PLORIOA CERTIFICATE NO. 33112, E3 NO. C705 - I 4170 S.W. 72 AVE. SUITE 107. MIAMI, FL 33155 E �L (305) 665-27c8 � FAX: (�5) cs5-Z�83 �v ` E-!SAIL: Q:.40,.R�Yc..+c.^At1AWE...COM N-D ..fir. AND A&30CIhTES ARMS- P-k A, 00,*M 9� S'� � Sj'�� � �' "L 3�`1 I �, f3� �-7s�? � (FAX (3059) 6�--7� � 140. DAM RRV^N 1O. [SATE FEMON DETAILS AND L. i f I�'�E: i ��Tc fi4-2 -Qt PERMIT �T ; PROJECT ND �Z1 n A3 1-21-03 -,1. CO0R 1N4,TI0 ( ( {VYING —12 ,;