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EXIS <br />MET <br />WALL <br />EXI <br />SL< <br />(VE <br />EXISTING <br />FOUNDATION <br />SYSTEM <br />(VERIFY) — <br />REFER TO FOUNDATION <br />"2 TIES - REFER <br />TO PLAN <br />GROUT SOLID <br />BELOW GRADE <br />W <br />zu <br />GROUT ALL ° iv Q <br />�:ELLS,4ur—> A <br />BELOW GRADE <br />— a ° <br />d_ c <br />4 4 <br />° d <br />d• • • 4 <br />d d v 44 <br />° <br />64 o <br />d <br />4 d° <br />\ <br />8" <br />IBE <br />CONCRETE FOOTING <br />- REFER TO <br />FOUNDATION PLAN <br />REFER TO FOUNDATION PLAN <br />MASONRY PILASTER <br />- REFER TO PLAN <br />SIDEWALK - SEE <br />ARCHITECTURAL <br />a <br />E" <br />~ <br />SN � <br />e�X <br />= <br />W <br />: N <br />z <br />= <br />a.. <br />J <br />w <br />U <br />in <br />GLEAN, COMPACTED, <br />TERMITE TREATED FILL <br />EXISTING <br />MASONRY <br />WALL SYSTEM <br />- REFER TO <br />PLANS <br />EXISTING <br />SLAB <br />(VERIFY) —7 <br />EXISTING <br />FOUNDATION <br />SYSTEM <br />(VERIFY) — <br />REFER TO FOUNDATION PLAN <br />MASONRY WALL SYSTEM WITH <br />HORIZ. JOINT REINF, AT 16" O.C. <br />MAX.- REFER TO PLANS <br />GROUT ALL CELLS SOLID <br />BELOW GRADE <br />APPROX.GRADE� <br />W <br />U <br />t <br />° <br />� d4 d° 4 <br />- i <br />u <br />05 VERT. AT 24" D.G. <br />MAX. AT BUMP OUT - <br />REFER TO PLAN <br />FOR ADDITIONAL <br />SPECIFIC <br />RE INFORCING <br />SIDEWALK - SEE <br />ARCHITECTURAL <br />\ <br />d a, <br />\ <br />Z: <br />9�W <br />v, <br />z= <br />• <br />W <br />CONCRETE FOOTING <br />- REFER TO <br />FOUNDATION PLAN <br />REFER TO FOUNDATION PLAN <br />U <br />icl <br />GLEAN, COMPACTED, <br />TERMITE TREATED FILL <br />NOTE: FOR I0'-0" OPENINGS, INSTALL (1) COURSE <br />REMOVE AND <br />K.O. BLOCK WITH (1) 05 CONT. ABOVE LINTEL AND <br />RECONSTRUCT MASONRY <br />GROUT SOLID WITH LINTEL <br />ABOVE LINTEL ONLY AS <br />REQUIRED <br />KNOCK OUT HOLE TO POUR <br />SOLID WITH CONCRETE <br />NEW 8" P.G. CONCRETE <br />LINTEL WITH (1) 05 BAR - <br />8" MIN. BEARING EACH <br />SIDE - POUR SOLID <br />WITH CONCRETE <br />8" MIN BEARI G <br />i <br />k` <br />'I <br />l <br />DRILL AND EPDXY (1) <br />I EACH 4ND <br />r I <br />r <br />36" LONG 05 BAR 6" <br />INTO EXISTING TIE BEAM <br />i 8 <br />LINTEL BRG. <br />{ <br />i <br />t <br />SEE PLAN <br />I; "5 x 2'-0" x 2'-0" HOOK EACH END <br />3 AS; <br />€ f f CUT EXISTING GMU FOR � <br />I 1 <br />� <br />s x <br />�" <br />CUT EXISTING C.M.U. A5 <br />REQUIRED <br />t <br />� <br />REQUIRED FOR <br />rCUT LLrTING bF EAS B <br />T A�OI*lT�NUOU-- <br />I <br />INSTALLATION OF (1) 05 BAR <br />FROM SLAB TO NEW LINTEL LAP AND <br />r <br />r ' <br />CONTINUOUS FROM SLAB TO <br />---TATtAC14-TC7NEIW-1:5Y,WEt;4T--5LA6-ANDS_1. <br />TIE BEAM -LAP AND <br />'HOOK BAR AT' LINTEL - POUR SOLID <br />-ACH <br />I > <br />t i <br />ATTACH TO NEW DOWELS <br />AIr- <br />k j <br />y <br />AS REQUIRED -POUR <br />_ SIDE OF E�,CH _ -_ <br />_ _ (,T7P) UN.O. <br />r <br />I 1 <br />SOLID WITH CONCRETE - <br />rT _OPENING _ _ - _ --i <br />f <br />REFER TO PLAN FOR <br />T - . L - <br />QUANTITY OF ADDITIONAL <br />CELLS REQUIRED <br />EXI-StING GMU T07- <br />; o <br />f'1 <br />1 <br />_j <br />I k f REQUIRED <br />i f <br />l; <br />DRILL AND EPDXY ll) 36" <br />L <br />LONG 05 BAR roll INTO <br />EXISTING CONCRETE SLAB <br />�. <br />r <br />r l <br />r-- <br />f 'f <br />!� <br />TOP OF <br />SLAB <br />SEE FLOOR PLAN <br />1G)l DETAIL J(DI DETAIL DETAIL <br />SCALE: 3/4" - I'-0" SCALE: 3/4" - I'-0" 101 <br />SCALE: 3/8" = I'-0" <br />EXISTING <br />MASONRY <br />WALL SYSTEM <br />- REFER TO <br />PLANS <br />EXISTING <br />SLAB <br />(VERIFY) —7 <br />EXISTING <br />FOUNDATION <br />SYSTEM <br />(VERIFY) — <br />REFER TO <br />DUNDAT ION <br />PLAN <br />MASONRY <br />i' <br />WALL SYSTEM <br />' <br />WITH HORIZ. <br />JOINT REINF. <br />AT 16" O.G. <br />i <br />MAX.- REFER <br />TO PLANS <br />APPROX. <br />f/ <br />/ <br />/ <br />GRADE <br />SIDEWALK - <br />'�;' ; <br />SEE ARCH. <br />DRAWINGS <br />r -� <br />�— 05 VERT. AT 24" O.G. <br />MAX. AT BUMP OUT - <br />REFER TO PLAN <br />FOR ADDITIONAL <br />SPECIFIC <br />REINFORCING <br />i <br />i <br />SIDEWALK - SEE <br />ARCHITECTURAL <br />DRAWINGS <br />° d4 <br />=L,4N U E X <br />` W <br />d <br />• •a °• •°° zz <br />o � <br />d <br />i64° d d°Lu <br />EMBE <br />CONCRETE FOOTING <br />- REFER TO VCLEAN, COMPACTED, <br />FOUNDATION PLAN TERMITE TREATED FILL <br />REFER TO FOUNDATION PLAN <br />VERTICAL REINF. ADJACENT TO <br />OPENING PER PLAN - REFER TO 1/51b <br />(SIM.) FOR ADDITIONAL INFORMATION <br />04 DOWELS I'-6" LONG AT 16" O.C. <br />DRILL AND EPDXY INTO EXISTING <br />MASONRY (b" EMBED) <br />EXISTING FULLY GROUTED / REINF. <br />MASONRY CELL - CONTRACTOR TO <br />FIELD VERIFY AND INSTALL AS <br />REQUIRED - REFER TO 1/61b <br />EXISTING CONCRETE SLAB <br />DOWELS TO MATCH FOOTING REINF. x <br />2'-8" LONG, DRILL AND EPDXY INTO <br />EXISTING FOOTING, 8" EMBED (TYP.) <br />U.N.O. <br />d <br />\/F 'OTING SYSTEM <br />LEAN RETE <br />EXISTING <br />Q NEW CONCRETE FOOT(NCxi SURFACE AND APPLY <br />SEE FOOTING SCHEDULE A CHEMICAL <br />BONDING AGENT <br />J(DI DETAIL I 0 1G)l DETAIL I I <br />EXISTING STEEL <br />CHANNEL - VERIFY <br />NEW (2) 6", 18 GA. <br />(600 5162-43) FULL <br />HEIGHT METAL <br />STUDS WITH 14 GA. <br />CLIP ANGLE TOP <br />AND BOTTOM <br />NEW (2) 6", IS GA. <br />(600 51(o2-43) <br />METAL JAMB 5TUD5 <br />EXISTING SLAB / <br />FULLY GROUTED <br />5TEMWALL <br />A J <br />14 GA. CLIP ANGLE <br />AND SIMPSON <br />LSTAI2 EACH END <br />OF HEADER <br />CLIP ANGLES TO BE L 3" x 1 1/2" x <br />14 GA. x 0'-3" (MIN,) WITH (4) 010 <br />TECK SCREWS TO METAL STUD5, (2) <br />0.145"O PDF TO STEEL, AND (2) <br />1/4"0 x 1 3/4" TAPCON SCREWS TO <br />CONCRETE / MASONRY (TYP.) U.N.O. <br />BOTTOM OF <br />EXISTING <br />CHANNEL <br />6", IS GA, (600 5162-43) METAL <br />STUDS AT 24" D.C. MAX. WITH 6", IS <br />GA. (600 T125-43) METAL TRACK <br />TOP AND BOTTOM AND 16 GA. <br />CLIP ANGLE TOP AND BOTTOM <br />ro", IS GA. (600 5162-43) METAL <br />STUD BOX BEAM HEADER WITH roll <br />18 GA. (600 T125-43) METAL <br />TRACK TOP AND BOTTOM - <br />FASTEN EACH TRACK TO EACH <br />STUD WITH 010 TEK SCREWS AT 6" <br />O.G. MAX. - REFER TO 3/A6c <br />(2) CELLS SOLID AT <br />sIG CONSTRUCTION <br />° APPLICABLE) <br />6" AT V' O.C. DRILL <br />KY INTO EXISTING <br />R. (6" EMBED) <br />NEW 5'-0" (MAX.) (2) 2" x 14 GA. x 0'-6 1/2" AT 8" <br />>PENING REFER TO FROM TOP AND BOTTOM AND 16" <br />PLAN AND ARCH. O.C. MAX. (1-EACH FACE) - FASTEN <br />DRAWINGS TO EACH STUD WITH (2) 010 TEK I wfl I , I <br />SCREWS (NOTE: 3 1/2 LONG ABOVE --- - - <br />BOX BEAM HEADER ' <br />L TOP OF HORIZ. JOINT REINF. <br />SLAB AT 16" O.C. <br />NEW MASONRY IN -FILL EXISTING MASONRY CONSTRUCTION <br />O DETAIL (DI DETAIL <br />SCALE: 3/8" - I'-0" SCALE: 3/4" - I'-0" <br />REVISIONS <br />BY <br />.1� <br />i <br />o 00 <br />0 t— <br />►� ° o <br />E d Y <br />5 G- <br />° <br />�� ❑ <br />V N <br />'u <br />3 <br />w N <br />o <br />./ a � <br />u C <br />ti O <br />E o .c <br />a <br />N <br />Cl) <br />a <br />Lj co to <br />cc try <br />IN 00 <br />z (0 <br />� � <br />I <br />ZL� 00 <br />LID <br />�� <br />0)Z° <br />Lij <br />W S Oa <br />~� <br />z�Z-j <br />• x <br />(2 Lee <br />z ) o <br />�: �> <br />W U 0 <br />�� <br />00 <br />tn' � <br />_co <br />a� <br />u <br />oC o <br />0 <br />�U U <br />cr. <br />_Opr) <br />J 00 <br />30 <br />o <br />" a <br />U C7 <br />— Z <br />Z Q <br />.J J <br />U <br />O m �L J <br />0 LL. t <br />C <br />W 3 <br />h ° O <br />7 — <br />V .- C.) <br />0 <br />W LA— O j 0 <br />V <br />C �O N as <br />N to N <br />CX <br />Q J �fV <br />0 Q c0 <br />o 0 <br />W <br />� <br />Date: 12. 23. 14 <br />Scale: AS NOTED <br />Project Mgr: DSH <br />Drawn: SEH <br />Job: 14-137 <br />Sheet <br />S 1 b <br />H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\SOlb-FND DETAILS.dwg, 3/24/201510:38:48 AK sharrison, Xerox 6604 PS.pc3 <br />