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13-1329R-034CONC. COL. BEYOD | 18' THICK SLAB ABOVE | 10~ CONC. WALLS MY#S 0 8- o.c, E.W. TOP &c BOTTOM (F`c=G,UOD PSI) SHEAR-FRIC11ON BARSJ 2x8xCONT. SHEAR KEY . . | [---r-�-� ||� | WALL WALL SHEAR-FRICTION BARS HOOK AT BOTH ENDS TYP. REBR04& [� [------T / / | | RETAINING WALL (DO NOT ---- 48° LAP BACKRU- UNTIL POST-TENSIONED CABLES HAVE BEEN PULLED AT 1ST ELEVATED CONC. SLAB) |ly`UK8� 2x4xCONl SHEAR KEY---, |x'on/� SECTION N.T.S. ALMEMANNUM = 11—ow 8" THICK CONCRETE SHEARWALL BEYOND LAP BARS SYSTEM PIPE, REFER TO CIVIL/M/E/P � PLANS TYPICAL ^ / � 8" THICK 12" THICK 5NDRAIN WALL BEYOND WALL BEYOND SEE 1/S4.04 SEE 1A/S4.04 FOUNDA TION �-8" MAXFR0W AND TO EL -9`-0~ G.C. COORDINATE */ CONC MAT ARCH'L & ELEVATOR SUPPLIER FOUNDATION LAP HOH|Z' TO INTERSECTING �� MAT FNDN 8c WALL � */ ~ |5' CORNER BARS #7 BARS 37P. LAP BARS 48" M|N | | 2x4xCONT. SHEAR KEY \'--TENSION ARCH. FOR PILE ONLY WATER PROOFING DETAILS AT 3A/S4.04 SECTION N.T.S. ALMEMANNUM = 11—ow LAP BARS POST TENSION SLAB---- 10MUT "Tank W, '"-I `^` '" '""^' I- ' `°` WATERPROOFING DETAILS CONC. MAT FNDN-/ fc=8,000 PSI MIN w/c = 0.4 MAX 8" THICK CONCRETE SHEARWALL BEYOND LAP BARS � ' - ^ / � LAP BARS POST TENSION SLAB---- 10MUT "Tank W, '"-I `^` '" '""^' I- ' `°` WATERPROOFING DETAILS CONC. MAT FNDN-/ fc=8,000 PSI MIN w/c = 0.4 MAX REFER TO 4/S4.04 CONC. MAT FNDN FOR SUMP PIT DETAIL REFER TO ARCH'L FOR WATERPROOFING DETAT -- -_ - - - --- - - O" THICK PROFILE OF S�EARV�J�'~-- - --- 1A/S4O4 PROFILE OF --- '---` -- -r~~ - - . - SHEARMAL PRORLE OFBHEARVALL Il| 01/S4.04 LAP BARS ~- 48- MIN. 12~ THICK 11 � �:2 8~ THICK CONCRETE SHEARWAL �- (SEE PLAN) FUTURE TENANT SLAB � . ' " mk EL � E111 "REPLAN PLANS TYPICAL 8" THICK CONCRETE SHEARWALL BEYOND LAP BARS ' - 8" THICK 12" THICK WALL BEYOND WALL BEYOND SEE 1/S4.04 SEE 1A/S4.04 BEYOND �-8" MAXFR0W AND TO EL -9`-0~ G.C. COORDINATE */ ARCH'L & ELEVATOR SUPPLIER LAP HOH|Z' TO INTERSECTING �� MAT FNDN 8c WALL � */ ~ |5' CORNER BARS #7 BARS 37P. LAP BARS 48" M|N | | 2x4xCONT. SHEAR KEY REFER TO 4/S4.04 CONC. MAT FNDN FOR SUMP PIT DETAIL REFER TO ARCH'L FOR WATERPROOFING DETAT -- -_ - - - --- - - O" THICK PROFILE OF S�EARV�J�'~-- - --- 1A/S4O4 PROFILE OF --- '---` -- -r~~ - - . - SHEARMAL PRORLE OFBHEARVALL Il| 01/S4.04 LAP BARS ~- 48- MIN. 12~ THICK 11 � �:2 8~ THICK CONCRETE SHEARWAL �- (SEE PLAN) FUTURE TENANT SLAB � . ' " mk EL � E111 "REPLAN PLANS TYPICAL C NY -- 3/4" = 1w-0w PERMIT 11 /20/13 i � FORmum�M�N ARCHITECTURE & INTERIOR DESIGN, INC. 5 745ohenta avenue, suite 1121 � akamonto^mphngs.0327O1 � phone: 407.830.1400 n : fax: 407.830.4143 � AA0002731 � mwmfommorchdedure.com Metro Sout � South Miami, F- i i / � ~' | � ~ SET DISTRIBUTIONS: / SHEET REVISIONS: 12J11 511�4 20 Field Adiusbnent To Mat Fndn Per GG EDITED BY: yp .. PROJECT NO. 11-2795 � � o�����~���� ` ��=,��uU~°° "~~ ` ` � ~ ^ SECTION 3/4w = 11-ow 10 SECTION 3/4w = 11-ow 9 SECTION 3/4w 11-ow E :: 1z, 6 1