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10-662 (2)-0252 65 DOWELS x3'-O' NEW CONC. TB, SEE q NEW BLOCK WALL/ NEW TIE COLUMN, SEE - PLAN AND SCHEDULE. 2 05 DOWELS x 3'-0' NEW CONC. SEE PLANS NEW FTG. —DRILL 3/4'¢ HOLES x 6' DEEP 4 FILL WITH SIMPSON SET ADHESIVE ANCHOR. =_L 1ST. CONC. TB. -CONC. TB REiNF. SEE BEAM SCHEDULE ADD4'old- Z15LOCK ADD 2 5 BOTT. FOR 8' WIDE ISMS. 04 DOWELS w 24' c% WALL ADD 3 5 BOTT. FOR 12' WIDE BMS. AND EXTEND 6' INTO WALL EACH END I / DRILL HOLES x 4' DEEP WINDOW OR DOOR OPENNG— AND FILL WiTH SIMPSON SET ADHESIVE ANCHOR ft— / EXIST BLOCK WALL OR COLUMN TO / REMAIN. /f DRILL 341+ HOLES 47' DEEP AND FILL WITH SiMPSON SET ADHESIVE ANCHOR I EXIST CONC. FOOTING; / TO REMAIN. EXIST, FTG. DETAIL SCALE: 3/4"= 1'-0" J �Q j* i ►.per` 1�+��:. IiiQUIS ► LAP SPLICING; SHALL NOT BE LESS THAN THE LARGER BAR TOP OF COINC. T. BEAM p • J0 11. ii COLUMN SIZE, REINF'0, t CONC. STRENGTH AS NOTED IN COLUMN SCHEDULE - FOR COL. TIES, SEE TYPICAL COLUMN DETAILS. x x x x x x x x �.II �V- CIL FOOTNG SIZE t RE INF'G, AS STD. 90' NOOIr SCHEDULED. - • • • 2" T�fi= ij CAL CONC f?E TE COLUMN 4 FOOTING [DETAIL; KT.S. COLUMN SCHEDULE MARK SIZE REINi-ORCING REMARKS VERTICAL TIES T S"A2' 4 5 03 ® w S" c%. S"x14" 405 03 ® w all c/c. S"x16" 6 05 03 © w all c/c. T 8"xl2"x6' 5 05 03r90 all c/c. I 8"x14" 445 03 El • 8" c/c. 2 S"x2a" E► % 03 p w all c1c. 3 S"x30" 845 03 ©w a" c/c. 4 S"x36" 10 s 03 p w 8" c/c. 5 8"xa"x51" 5 05 03c9 w 8" c/c. COLUMN 5AR-ARRANGEMENT DIAGRAMS' AMS' N. T. S. 03 6-- 03 c MTC ITC TTC_ 0 TC 2 4 3 �c 43 9" LI/3 LI/3 I OR I L2/3 L2/3 I OR CANT_ WHICHEVER IS &iiATER WHICHEVER IS GREATER "C" BAR "E" BAR TOP BAR 7 t—TOP BAR BOTTOM BAR --I LAP 24 BAR DiA. I I Ll BOTTOM BAR STD, HOOKS STIRRUPS AS SCHEDULED THRUOUT 1 1/2" COVER ALL SiDES 1 Li 1 L2 1 TYPICAL BEAM 121AGRAM "C" BARS ARE TOP BARS AT NON -CONTINUOUS ENDS. "E" BARS ARE TOP BARS OVER RIGHT INTERIOR SUPPORTS. TOP BARS CALLED FOR AS CONTINUOUS, WHEN SPLICED, SHALL BE SPLICED IN THE MIDDLE THIRD OF THE SPAN. BEAM 5 C H E 0 U L E MARK TOP OF BEAM ELEV. SIZE REINFORCING STIRRUPS REMARKS B T C E No. SPACING; RTB_I +7'-i11, 8"x12" 2 45 2 +5 03 ® w 12"c/c RT5-2 +V-0" S"A2" 2 45 2 05 5® w 12"C/C. E.E. w 4811 w 12 "c% RT5-3 41'-02" 6"A2 ° 2 S 2 05 03 E3 RT5-4 +9'-0" 8"A2" 2 5 2 05 03 E3 w 12"c% E.E. w " RT8-5 +13'-4" S"A21" 2 5 2 S 03 ® w 1211c/c RT15-6 +12'-2" 8"x30" 2 'S 2 'S 03 ® w 12"c/c 2 05 INTERM. RTB-.l +9°-0" S"x12" • 03 E3 w 121'c/c •C:ONT FROM R5-4 R5-1 +V-0" S"xl8"" 2 01 2 01• 03 E3 w Iff c% • CONT. OVER SUPPORTS. R5-2 +9'-10" S"xl6" 2 S 2 05 03 ® w fill c% RE3-3 +9'-10" S"xib" 2 % 245 03 E3 w 61' c% R15-4 +9'-0" S"x12" 2 Yo• 2 06• 03 E3 w 4" c% • CONT. EACH END. BLOCK WALL SCHEDULE MARK THICKNESS VERTICAL HORIZONTAL REMARKS BW_i a"w 05 w 40„ VER.. 5 GAGE JOINT REINF. w 16"c% (LADDER TYPE) E3W-2 all +5 w 32" VERT. ® OINT REINF. lb�c./E (LADDER TYPE) FOOTING 5 C H E 0 U L E MARK SIZE REINFORCEMENT REMARKS WF-16 16"A2" 2 05 BOTT. CONTINUOUS WF-20 20"A2" 2 45 BOTT. CONTINUOUS WF-36 36"x14" 04fO 0 12c TF T. /a. WF-4S 48"A2" T. 4 BOTT. . 04®w7c/c. F-3 3"-0"x3'-0"x12" 4 05 BOTT. EACH WAY F-3B 3'-6"x3'-6"x12" 4 05 BOTT. EACH WAY F-4A 4'-0"x4'-0"x20" 5 05 TOP 4 BOTT. EACH WAY F-4.5 .4'-!o"x4=to"xl4" 6 t5 1301T EACH WAY CITY OF •MIAMI BUILDING DEPT. 1 PROJECT I No. 10034.00 Kane Residence 6695 SW 69 Ave South Miami, FL OWNER John and Ellie Kane 6695 SW 69 Ave South Miami, FL BrT SET 06/03/11 PERMIT SET 06/23/11 Pablo Corazzini I AR - 91716 Luigi Vitalini I AR -13513 NAvitalini ;oraz in `zl: A R C H I T E C T S 300 Aragon Avenue, Suite 330 1 Coral Gables, FL 33134 tel: 305.567.0602 1 tax: 305.446.3197 1 www.vcmiami.com FL Registration AA26001654 act`; ear:;• FRANWCO CUELLO JR. P.E., W. Consulting Civil/Structural Engineer 141 ALNAMBRA CIRCLE SHEET NO. SUITE 200 CORAL GABLES, FL 33134 `-� C305) 56i-0125 . EB: 2?r2?06813 :d Ilk, Ra-S. No. 4008'1