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13-161-0278 GA. LADDER TYPE HOR. JOINT REINFORCEMENT EVERY SECOND COURSE (16" O.C) EXTENDED 4" INTO COLUMNS 6" NEW INFILL #4012 EPDXY DOWELS, 4" INTO CMU WALL EXISTING CONCRETE SLAB WITH HIT -HY150 EPDXY (OR APPROVED EQUAL). TIPYCAL AT ALL LOCATIONS 1/2" CONST. JOINT - WHERE NEW TO EXISTING SLAB IS CONNECTED NEW CQNC ' SLAB . SEE NOTE A /S -1 EXISTING CQNC. I SLAB. �w ri I I 8" NEW CMU WALL #5 VERTICAL AT CENTER IN d BETWEEN COLUMNS #4012 EPDXY DOWELS, 4" INTO EXISTING CONCRETE SLAB WITH HIT -HY150 EPDXY (OR APPROVED 1/2" CONST. JOINT EQUAL). TIPYCAL AT ALL LOCATIONS ° WHERE NEW TO EXISTING SLAB IS NEW CQNC. SLAB. CONNECTED SEE NOTE A /S -1 EXISTING CONC. d SLAB. EEA Q ��\ y COMPACTED SOt//� /� / \// > \� 957 COMPACTED VAPOR BARRIER: o \ /�� / / \� /�� /� /� /� VAPOR RETARDER CONSISTING OF 6 MIL MIN. POLYETHYLENE WITH JOINTS LAPPED 6" AND SEALED, INSTALLED 4 UNDERNEATH THE SLAB A ir 9 A ,.A , . •A A A " i . , , r7 V NEW FOOTING. SEE PLAN AND FOOTING UNDISTURBED NATURAL SOIL OR 987 SCHEDULE FOR SIZE AND REINFORCEMENT COMPACTED SOIL. GEOTECHNICAL INSPECTION REQUIRED BY A FLORIDA LICENCE ENGINEER PRIOR FOOTING CONSTRUCTION SECTION _ 1 (TYP.) COLUMN VERTICAL REINFORCEMENT CONCRETE COLUMN C -6 1/2" CONST. JOINT 1/2" CONST. JOINT NEW CONC. SLAT. NEW CONC. SLAB. SEE NOTE A /S -1 SEE NOTE A /S -1 ° 4, d 4 d d ° // �J 7 COMPACTED SOON \ 35% COMMCTED/ VAPOR BARRIER: VAPOR RETARDER CONSISTING OF 6 MIL MIN. POLYETHYLENE WITH JOINTS LAPPED 6" AND SEALED, INSTALLED t UNDERNEATH THE SLAB M U 31 3" NEW FOOTING. SEE PLAN AND FOOTING UNDISTURBED NATURAL SOIL OR 9 % SCHEDULE FOR SIZE AND REINFORCEMENT COMPACTED SOIL. GEOTECHNICAL INSPECTION REQUIRED BY A FLORIDA LICENCE ENGINEER PRIOR FOOTING CONSTRUCTION SECTION , 5 1 =1 —0' #4 CANT, rt \� OMPACTED SO(�%\ \ Z EXISTING CONCRETE SLAB WITH 0 HIT -HY150 EPDXY (OR APPROVED VAPOR BARRIER: EQUAL). TIPYCAL AT ALL LOCATIONS VAPOR RETARDER CONSISTING OF 6 NEW CONC. SLAB. CONNECTED MIL MIN. POLYETHYLENE WITH JOINTS I LAPPED 6" AND SEALED, INSTALLED F UNDERNEATH THE SLAB x #5048" O.0 NEW CONC. SLAB. FSEE NOTE A /S -1 95% COMP 8" CMU, FILLED SOLID WITH CONCRETE 3" 3" M NEW FOOTING. SEE PLAN AND FOOTING UNDISTURBED NATURAL SOIL OR 987 SCHEDULE FOR SIZE AND REINFORCEMENT COMPACTED SOIL. GEOTECHNICAL INSPECTION REQUIRED BY A FLORIDA LICENCE ENGINEER PRIOR FOOTING CONSTRUCTION SECTION_ 2 1 =1 —0 EXISTING PAVERS CONCRETE COLUMN C -4 • • • U • • • r • • Y • V • • • • •1111 ••• /•• • • • •••• • Y • • ••• • • u Y • • • • C-0LT%kDIT Y • • • Y V • • see Yr • Y • Y Y • V • • r � Y Y • • Y1•• 1 1ri•• • U6 • YYY1 • IABCBYFFM MIAM COLTRAIN AND JONES ARCHITECTS, P.A. AA 28000922 TELEPHONE (305) 285 -67231 FAX (305) 2854722 535 SW I ST. SUITE 100 MIAMI, FL. 33130 DESIGN I CONSTRUCTION ADMINISTRATION 8" BUILDING INSPECTIONS I CAD PRODUCTION NOMINAL l l 9 GA. LADDER TYPE HOP. JOINT 8" NEW CMU WALL CONSULTANT/ NOTES REINFORCEMENT EVERY SECOND COURSE (16" O.C) EXTENDED 4" INTO COLUMNS 15 VERTICAL AT CENTER IN BETWEEN COLUMNS #4012 EPDXY DOWEL #4012 EPDXY DOWELS, 4" INTO EXISTING CONCRETE : EXISTING CONCRETE SLAB WITH 1/2" CONST. JOINT HIT -HY150 EPDXY (C FHIT-HY150 EPDXY (OR APPROVED d 1/2" CONST. JOINT EQUAL). TIPYCAL AT 1/2" CONST. JOINT EQUAL). TIPYCAL AT ALL LOCATIONS NEW CONC. SLAB. WHERE NEW TO EXIS' WHERE NEW TO EXISTING SLAB IS SEE NOTE A /S -1 NEW CONC. SLAB. CONNECTED NEW CONC. SLAB. CONNECTED SEE NOTE A /S -1 SEE NOTE A /S -1 E CONCRETE EXISTING CONC. _ d S COLUMN C -1 SLAB. ° q ° 4' APPROVALS /REVISIONS DATE a A \/ OMPACTED SOIL \\ \� 957 COMPACTED/ \� 857. COMPACTED' #5 EPDXY DOWELS INTO / EXISTING FOOTING WITH RE -500 EPDXY BY HILTI. MATCH NEW FOOTING REINFORCEMENT SPACING EACH WAY. M U ,�` 3" 3" NEW FOOTING. SEE PLAN AND FOOTING UNDISTURBED NATURAL SOIL OR 987 COMPACTED SCHEDULE FOR SIZE AND REINFORCEMENT SOIL. GEOTECHNICAL INSPECTION REQUIRED BY A FLORIDA LICENCE ENGINEER PRIOR FOOTING CONSTRUCTION SECTION _ 3 (TYP.) 111=11-011 PROVIDE SHDRING T FOOTING DURING ALL CONSTRUCTION. REMOVE SHORING ONCE CONCRETE HAS ACQUIRED AT LEAST 80% OF DESIGN STRENGTH. SUBMIT SIGNED AND SEALED SHORING DRAWINGS. SHORING INSPECTOR " SHALL INSPECT ALL SHORING t ACTIVITIES. EXISTING 12X36" WALL FOOTING TO REMAIN. 3" �e 3" � NEW FOOTING. CL.'� 0 G. SEE PLAN AND FOOTING UNDISTURBED NATURAL SOIL. GEOTECHNICAL SCHEDULE FOR SIZE AND REINFORCEMENT INSPECTION REQUIRED BY A FLORIDA LICENCE ENGINEER PRIOR FOOTING CONSTRUCTION SECTION _ s 1 =1 —0 M L NEW FOOTING, SEE PLAN AND FOOTING UNDISTURBED NATURAL SOIL OR 987 SCHEDULE FOR SIZE AND REINFORCEMENT COMPACTED SOIL GEOTECHNICAL INSPECTION REQUIRED BY A FLORIDA LICENCE ENGINEER PRIOR FOOTING CONSTRUCTION SECTION _ 4 I =1 7 —0 NEW 4" THICK CONCRETE SLAB W/ 6 "X 6 "- W2.1 X W2.1 WWM AT MID -DEPTH OVER 6 MIL. VAPOR BARRIER ON SUPERVISED COMPACTED FILL. FILL SHALL BE COMPACTED IN 12 IN. MAX LAYERS TO 95% OF THE STANDARD PROCTOR DENSITY TEST. SOIL COMPACTION SHALL BE SUPERVISED BY A FLORIDA REGISTERED ENGINEER. (TYP.) DOUBLE W.W.M V -0" COVERED PATIO B57 COMPACTED FILL VAPOR BARRIER: VAPOR 0 RETARDER CONSISTING OF 6 /\ \ MIL MIN. POLYETHYLENE WITH JOINTS LAPPED 6" AND SEALED, INSTALLED UNDERNEATH THE SLAB SECTION _ 7 (TYP.) 7717-755'r EXTERIOR +/ 6" COORDINATE WITH EXISTING #5 CONT. -h EXT. FINISH 1' ELEVATION EXISTING CONCRETE FOOTING 0 #4012 EPDXY DOWELS, 4" INTO Z EXISTING CONCRETE SLAB WITH 0 HIT -HY150 EPDXY (OR APPROVED 1/2' CONST, JOINT EQUAL). TIPYCAL AT ALL LOCATIONS WHERE NEW TO EXISTING SLAB IS f NEW CONC. SLAB. CONNECTED SEE NOTE A /S -1 I FEXISTING CONC. I SLAB. PROVIDE SHDRING T FOOTING DURING ALL CONSTRUCTION. REMOVE SHORING ONCE CONCRETE HAS ACQUIRED AT LEAST 80% OF DESIGN STRENGTH. SUBMIT SIGNED AND SEALED SHORING DRAWINGS. SHORING INSPECTOR " SHALL INSPECT ALL SHORING t ACTIVITIES. EXISTING 12X36" WALL FOOTING TO REMAIN. 3" �e 3" � NEW FOOTING. CL.'� 0 G. SEE PLAN AND FOOTING UNDISTURBED NATURAL SOIL. GEOTECHNICAL SCHEDULE FOR SIZE AND REINFORCEMENT INSPECTION REQUIRED BY A FLORIDA LICENCE ENGINEER PRIOR FOOTING CONSTRUCTION SECTION _ s 1 =1 —0 M L NEW FOOTING, SEE PLAN AND FOOTING UNDISTURBED NATURAL SOIL OR 987 SCHEDULE FOR SIZE AND REINFORCEMENT COMPACTED SOIL GEOTECHNICAL INSPECTION REQUIRED BY A FLORIDA LICENCE ENGINEER PRIOR FOOTING CONSTRUCTION SECTION _ 4 I =1 7 —0 NEW 4" THICK CONCRETE SLAB W/ 6 "X 6 "- W2.1 X W2.1 WWM AT MID -DEPTH OVER 6 MIL. VAPOR BARRIER ON SUPERVISED COMPACTED FILL. FILL SHALL BE COMPACTED IN 12 IN. MAX LAYERS TO 95% OF THE STANDARD PROCTOR DENSITY TEST. SOIL COMPACTION SHALL BE SUPERVISED BY A FLORIDA REGISTERED ENGINEER. (TYP.) DOUBLE W.W.M V -0" COVERED PATIO B57 COMPACTED FILL VAPOR BARRIER: VAPOR 0 RETARDER CONSISTING OF 6 /\ \ MIL MIN. POLYETHYLENE WITH JOINTS LAPPED 6" AND SEALED, INSTALLED UNDERNEATH THE SLAB SECTION _ 7 (TYP.) 7717-755'r EXTERIOR +/ 6" COORDINATE WITH EXISTING #5 CONT. -h EXT. FINISH 1' ELEVATION EXISTING CONCRETE FOOTING 0 Z 0 _J m 0 z F fn x W O O O �-- U) j O z O Lu (u W LL 4-a > (/) Z < L Z © i�: c: p U) cu F- M Q Q OO O SEAL: pEL /4, 0 o S E ' �'. CA1 •.........,�• �,,NC. W SW 37 TERRACE „ MIAMI FL 33155 C.A 26021 CARLOS A. DEL PINO PE 59889 PH. (305) 815 -1643 cn'IeilesilnOgmoil.com SHEET TITLE: FOUNDATION DETAILS Job No. Drawing No. S=4 Drawn By: Date Plotted: Scale: (VARIES — SEE DRAWING)