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02-930-050301-10' F30102(o(o DETAIL_ 6c: 3/16, = V-0, 1'-2' -- — — — — — ---_... i q I a I I I I L �! Trl '%, N N I 1 3'-ij F-301026(o /5HEAR WALL #1 a REFE1 FENCE LOCATION 5C: 3/32" = 1'-0, DEFTN = 36' SHEAR WALL " I FLOOR F'c (PSI) 'A' BARS 'B' BARS V BARS 'D' BARS T BARS To BARS 'Go BARS 'N' BARS GROUND 5000 8 : a 15,012, 6 •8 "4 * 12' 8 " 6 1048 04 * 12' t w 03 * 12' 2ND 4000 8 0 1 05 * 12' 6 " 1 #4 * 12, 1 1001 04 0 12' 03 * 12' 3RD. 4000 8 r 1 5 * 12' 6 .1 04 * 12' 8 " 1 10 * 1 04 0 12' 03 a 12' 4TH. 4000 8 ° 6 05 * 12' 6 06 #4 * 12' 806 10 r 6 0-4 0 12' C -24 03 ,012' 5TH. 4000 6 15*12' 616 "4*12' 8"6 1006 04*12' C 03*12' r ii I11-0' 91-11" f'-9", 11.24 -1 1/!E•8P5'-2 F30102(o(o /6HEAR WALL "2 g tl REFERENCE LOCATION 5C: 3/16" = 1'-0' DEPTH : 36' P30102(ob/5HEAR WALL 02 DETAIL. 5c- 3/1611 = 11-01, SHEAR WALL 112 FLOOR F'c (MI) 'A' BARS 'B' BARS 'C' BARS 'D' BARS v $A:RS To BARS 'Go BARS GROUND 5000 8 " 8 05 012, 04 * 12' 03 012, 8 " 1 1001 04,112. 4. 2ND 4000 601 05 * 12' 04 * 12' 03 * 12' 8 # 1 1001 04 * 12' 4 3RD. 400P $01 4S * 12' 04 * 12' 03 * 12' 806 1006 04 * 12' 4TH. 4000 606 05 * 12' 04 * 12' $3 * 12' 806 10 0 6 04 0121 C 5TH. 4000 1 S • 6 1 45 * 12' 1 04 6 12' 1 IS 0 12' 1 806 10 " 6 104 0 12' 2'-0' 5'-11' 2'-0' 'A' 5AR5 'B' BARS 'A" BADS ARS 5HEEAR WALL * 1 I NFOCEMENT I D E T A I L SC: 3/8' = 1'-0' 5'-11' 21-0' 'A' BARS 'B' BARS 'A' BARS 'D' BARS 38'-V 3'-9'1'-8'3'-8" 61-01 '-0 '-0" v-8" '-0'-8'3'-4' I � r-01 I c I r F3a'326(o /SHEAR WALL 1.3 REFERENCE LOCATION 5C: 3/32' = I' - 0' 1'-a' 4' 151-0' 11-0' 114' 15 SHEAR WALL 03 REINFORCEMENT DETAIL ' Q A RS SHEAR WALL p 3 FLOOR F'c (PSI) 'A' BARS 'S' SARS 'C' BARS 'D' BARS To BARS To SARS 'G' BARS GROUND 5000 6 0 8 S612, 04 * 12' 2 " 8 10 08 "3 * 12' 04 Q 12' 2ND 4000 8 .1 S412, 04 0121 2 01 1001 *3 * 12' 04 a 12' 4 3RD. 4000 8 0 1 15 * 12' 04 * 12' 2 01 1001 03 * 12' 04 * 12' 4TH. 40W 6 " 6 15 * 12' 04 * 12' 2 06 10 r 6 03 * 12' *4 * 12' C 5TH. 4000 1 806 05 * 12' *4 * 12' 2 06 1006 03 * 12' *4 A 12- C TYPICAL GONG. COL. BUMPER GUARD DETAIL (TO BE ATTACHED 0 ALL COMN CORNERS EXPOSED TO VEHICULAR TRAFFIC), SEE ARCH, DWGS 3/4' . I'-0' L3'X3'X1/4'X36' W/3-1/2'1X9' WELDED ANCHOR EQUALLY SPACED SECTION 2 5C: 3/32' = 1'-0" COLUMN IUIDTH DETAIL 3 3/4' = 1'-0' RS N u 2 „6 12 +' 6 * 1' ADD'L * BOTT. 3 * 8 * 12' ADD'L * TOP Ill'-0' SHEAR WALL 2 M REINFORCEMENT DETAIL _ r c -..� 5C. 3/8' -- V-0, DEPTH = 46' 30'-0' 30'-01 30'-0' 12 " 8 * 1'ADD'L * BOTT. " 5TFTG..l SC: 3/16' = I'-0' 3 N 8 * 12' ADD'L * TOP 1 � ------------------------------ Z"; -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DEPTH = 48' 111-0" 30'-0' 30'-0' 301-0' 30'-0" 11'-0' 5TFTG.-2. SC: 3/16' - 1'-0' DRAWNG TITLE -- OWNER/DEVELOPER SUITE 404 4960 S.W. 72 AVENUE MIAMI, FLORIDA 33155 305.662.1421 PLAZA 57 S.W. 57TH COURT BETWEEN S.W. 73RD AND S.W. 74TH STREETS SOUTH MIAMI CITY OF S SOUTH MIAMI, FLORIDA 33143 - CHANDLER AND ASSMIAM --7 ARCjjjrECTLjpDETAILS �i " . c�•� AA 0003M ; J; T '�7 206 G'� .� * `�"• ��'✓ w :, TM ( 69-7M2 i r` '- � ;� V FAX G3 6W7M t` NO. DATE FEVOON NO. DATE MEMOON AND SECTIONS SCALE DATE 04-24-01 PERMIT SEi PROJECT Na 9�021 �3 1-21-03 GEN. COORDINATION DE LOS REYES - w�,� ENGINEERING INC �.:r - CONSULTING STRUCTURAL ENGINE . - L) V,a �:: HECTOR DE LOS REYES, r.E. o FLORIDA CERTIFICATE N0. 33112, ED NV. �70i5 �� 4970 S.W. 72 AVE. SUITE 107. MIAMI, FLU Z3 -5�r TEL: (305) 695-2778 FAX: (305) 665 E—MAIL: DELOSREYES*CAMAWED.COM `f �'r 4 DRAWING NOr S-12' �F