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13-1329R-023
2 a. _ � _ 0 � � .' � ' �- CONC. RETAINING WALL CONC. COL. BEYON i 16" THICK SLAB ABOVE 10"CONC. WALL W/ #6 0G~c.c.E0LTOP & BOTTOM A'o=G.DOO PSI) RAMP SHEAR—FRICTION BARS 2x8xCONT. SHEAR KEY ME VIA 1:4 10 20019121111110 WE FA I |U (h| `#0 0 G° o/c. (12" LONG) :�.SHEAR—FRICIION BARS HOOK AT BOTH ENDS TYP. D=CD ' ^°^ WATER PROOFING DETAILS D Z11111110M [— TO 4 & O2 -----1 ' / | | RETAINING WALL 48° LAP BACRRLL UNTIL POST—TENSIONED CABLES HAVE BEEN PULLED AT 1ST ELEVATED CONC. SLAB) 2u4xCONT. SHEAR KEY--^ ME AT3A/S4Q4 .—DRAIN SYSTEM PIPE, l REFER TO CIVIL/M/E4 PLANS TYPICAL —COORDINATE W/ ARCH-L & 9,204191 a 19 Ltm 11 SLAB ON PILE REFER TO ARCH. FOR WATER PROOFING DETAILS � � LAP BARS 2x4«CONT. SHEAR KEY ^� 24~ THICK #6 0 8~--- o-o. VERI EA' FACE & #6 0 12~ o.c, HDRZ EA. FACE CONC. MAT FNDN- fc=8,000 PSI MIN w/r = 0.4 MAX T.O. MAT FND REFER TO 4/S4.04--/ CONC. MAT FNDN FOR SUMP PIT DETAIL P.E. FLORIDA 1�7F RM #60791 _ ' - -- -- - ~ _- - . --- - - _ 8° THICK --- -� --- -`- -� �— PROFILE OF3�EA�V&�LL-- =� ��1A/S4`O4 - --- -~- - --- - -'-- --- -.~- , ---- ~ - - ' - - - - - - - ^'~- -- - -- ` ---` - PROFILE OF 3HEARY&4LL 01A/S4'D4 PROFILE OFSHEARWALL LAP BARS ~� 48" MIN. 12" THICK I' THICK CONCRETE SHEARWALL (SEE PLAN) FUTURE TENANT SLAB DRAIN SYSTEM & PIPE REFER TO PLANS trr SOU spl. REFER TO ARQ$W0)rW WATERPROOFING DETAILS PERMIT � � South Miami, F| i 44101-�ljo no. SHEET REVISIONS: EDITED BY: yp 'D PROJECT NO. 11-2795 6009 Me ^ . . . - P.E. FLORIDA 1�7F RM #60791 _ ' - -- -- - ~ _- - . --- - - _ 8° THICK --- -� --- -`- -� �— PROFILE OF3�EA�V&�LL-- =� ��1A/S4`O4 - --- -~- - --- - -'-- --- -.~- , ---- ~ - - ' - - - - - - - ^'~- -- - -- ` ---` - PROFILE OF 3HEARY&4LL 01A/S4'D4 PROFILE OFSHEARWALL LAP BARS ~� 48" MIN. 12" THICK I' THICK CONCRETE SHEARWALL (SEE PLAN) FUTURE TENANT SLAB DRAIN SYSTEM & PIPE REFER TO PLANS trr SOU spl. REFER TO ARQ$W0)rW WATERPROOFING DETAILS PERMIT � � South Miami, F| i 44101-�ljo no. SHEET REVISIONS: EDITED BY: yp 'D PROJECT NO. 11-2795 6009 Me