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NOTE: FOR 10'-0'' OPENINGS, INSTALL (1) COURSE REMOVE AND
<br />K.O. BLOCK WITH (1) 05 CONT. ABOVE LINTEL AND RECONSTRUCT MASONRY
<br />GROUT SOLID WITH LINTEL ABOVE LINTEL ONLY AS
<br />REQUIRED
<br />REFER TO FOUNDATION PLAN
<br />KNOCK OUT HOLE TO POUR
<br />SOLID WITH CONCRETE NEW &" P.G. CONCRETE
<br />LINTEL WITH (l) "5 BAR -
<br />8" MIN, BEARING EACH
<br />/'.
<br />SIDE - POUR SOLID
<br />EXISTING MASONRY WALL SYSTEM WITH 05 VERT. AT 24" O.G.
<br />WITH CONCRETE
<br />MASONRY / ' HORIZ. JOINT REINF, AT I!o" O.G. MAX. AT BUMP OUT -
<br />SYSTEM '
<br />DRILL AND EPDXY (1)
<br />WALL '' -' MAX.- REFER TO PLANS REFER TO PLAN
<br />, i ! V' MIN BEARI G ;
<br />- REFER TO ;'' i'/ FOR ADDITIONAL
<br />{ I EACH ND t 3�" LONG✓ BAR l "
<br />PLANS / SPECIFIC
<br />i r ! i 1 INTO EXISTING TIE BEAM
<br />' GROUT ALL CELLS SOLID
<br />' REINFORCING
<br />! t.
<br />' BELOW GRADE
<br />i � LINTEL BRG.
<br />EXISTING / .
<br />; SEE PLAN
<br />SLAB SIDEWALK - SEE
<br />(VERIFY) ,/ ` APPROX. GRADE ARCHITECTURAL
<br />a ! I
<br />*5 x 2'-0'1 x 2' '0" HOOK EACH END i � r
<br />w DRAWINGS
<br />1 I 1
<br />_._ _ __ � ..___ GUT EXISTING C.M.U. AS
<br />t _
<br />,CUT EXISTING C-MUI ASi REQUIRED FOR
<br />\\„:/ \ ..r\ ;% ;, /, z
<br />%�j!;
<br />REQUIRED FOR
<br />{ i 4NS1 ALLATION-OF (1)✓ BAR CONTINUOUS- INSTALLATION OF (I) 05 BAR
<br />EXISTING i '' ;;%\'\ j; ';, ;/'\�i\' j �;.. /// ;jr\%'" // '/i.' U ?
<br />% /,
<br />\j,� \; `\ SSE
<br /># I. i FROM SLAB TO NEW LINTEL LAP !AND CONTINUOUS FROM SLAB TO
<br />�.
<br />FOUNDATION i \ j \,\% ,\ j f `\\ \ `� \\, = Q c�
<br />/ / \ -
<br />/, '/r,! j �'. ` 1:1/ \(��.4N
<br />_ _TAIfiACN-1 NEiW-DOWEL ATLA AND- -1 r I TIE BEAM
<br />i ` f
<br />SYSTEM .\ . . // r\ / , \. !.'; r\i , \ j //
<br />/ ,, r , :, \ / / r/\ / X
<br />U
<br />(VERIFY) \` ```
<br />! HOOK BAR_ AT L IN_TEL! - POUR SOLID TO NEW DOWDELS
<br />_ ._. -
<br />\ \ ` \\; `. \/\ ., \ . \
<br />/;, ' \;\ . \\ \, \.y
<br />\ /,\ \;//\f
<br />bNC.._ETE = COGAT AT 1=ACH AS REQUIRED -POUR
<br />,r
<br />{ !` i SIDS Or- OR SOLID WITH CONCRETE
<br />E
<br />/,; a v _
<br />/ • •° % z
<br />° •° • • • a
<br />_ .__ - - - f
<br />i i r 7 REFER TO PLAN FOR
<br />° °
<br />U ?
<br />e '; —.L
<br />-- - i---- -- � - --, - - - _ _ _.. i _. _ _. _ , i I : QUANTITY OF ADDITIONAL
<br />/ / --' \
<br />CELLS REQUIRED
<br />j % / / ,/ i •° a - ° 4 • ° • • - • + d •' / / X
<br />— _. __ _ T_ NG U T 1a
<br />7M O
<br />ul
<br />f 1 t
<br />BED REMOVED AS:
<br />i
<br />\ \,-,
<br />1 -- DRILL AND EPDXY (ll 6"
<br />I .! LONG BAR 6" INTO
<br />�{
<br />v-
<br />-
<br />! EXISTING CONCRETE SLAB
<br />CONCRETE FOOTING CLEAN, COMPACTED,
<br />! !' -+ .-. _' '
<br />- - -- - _.__.. _ ._....
<br />- REFER TO TERMITE TREATED FILL
<br />r
<br />;�1 �:� r
<br />FOUNDATION PLAN
<br />� � TOP OF
<br />REFER TO FOUNDATION PLAN
<br />SLAB
<br />SEE FLOOR PLAN
<br />O
<br />DETAIL
<br />O
<br />DETAIL
<br />SCALE: 3/4" = I'-0"
<br />SCALE: 3/8" I'-0"
<br />REFER TO 2'-0"
<br />FOUNDATION
<br />PLAN
<br />VERTICAL REINF. ADJACENT TO
<br />OPENING PER PLAN - REFER TO 1/6Ib
<br />(SIM.) FOR ADDITIONAL INFORMATION
<br />MASONRY
<br />` WALL SYSTEM
<br />,'
<br />k 4 DOWELS I'-6 LONG AT 16 O.G.
<br />WITH HORIZ. 05 VERT, AT 24 O.C.
<br />EXISTING % / JOINT REINF. "
<br />DRILL AND EPDXY INTO EXISTING
<br />MASONRY //
<br />AT 16" O.G. MAX. AT BUMP OUT -
<br />MASONRY(6 EMBED)
<br />WAL- SYSTEM / ` MAX.- REFER j REFER TO PLAN
<br />RE
<br />- REFER TO TO PLANS FOR ADDITIONAL
<br />PLANS / '
<br />EXISTING FULLY GROUTED / REINF,
<br />I SPECIFIC
<br />MASONRY CELL - CONTRACTOR TO
<br />74 r ,' APPROX. ` REINFORCING
<br />FIELD VERIFY AND INSTALL AS
<br />,, GRADE
<br />REQUIRED - REFER TO 1/SIb
<br />EXISTING
<br />SLAB ' / ' SIDEWALK - SIDEWALK -SEE
<br />EXISTING CONCRETE SLAB
<br />(VERIFY) ! ' SEE ARCH. ARCHITECTURAL
<br />DRAWINGS DRAWINGS
<br />\\
<br />% z
<br />;
<br />EXISTING / /GROUT LL' / /\, / / /,; : ;
<br />v/v', ��
<br />�\/i`1 /
<br />\%v�
<br />FOUNDATION ASEE
<br />\CEL\�S-•SOLID\, \ - Qc0
<br />' \' i `' ! ' @
<br />DOWELS TO MATCH FOOTING REINF. x
<br />SYSTEM ' 'BELW GRADE ;:: \L.AN U X
<br />// �'/� 2'-8" LONG DRILL AND EPDXY INTO
<br />.A�.
<br />(VERIFY)
<br />' / /, N
<br />EXISTING FOOTING, 8 EMBED ITYPJ
<br />//, /'�%\\
<br />/,!/' ' � / �/•; r ,:-/, r;• /i\,
<br />U.N.O.
<br />/ / /,:
<br />° °
<br />\
<br />/ p
<br />°
<br />/ ` % i l / ° • / E jX/F/OOT
<br />EXISTING CONCRETE
<br />ING SYSTEM
<br />/; ; �° °
<br />i.
<br />\/\CLEAN EXISTING
<br />/' ` % / /' i i %
<br />/�\//•\//` '
<br />„
<br />g U
<br />NEW CONCRETE FOOTING - SURFACE AND APPLY
<br />EMBED
<br />SEE FOOTING SCHEDULE A CHEMICAL
<br />CONCRETE FOOTING
<br />BONDING AGENT
<br />- REFER TO GLEAN, COMPACTED,
<br />FOUNDATION PLAN TERMITE TREATED FILL
<br />REFER TO FOUNDATION PLAN
<br />ODETAIL
<br />O
<br />DETAIL
<br />SCALE: 3/4" 1'-0"
<br />SCALE: 3/4" = 1'-0"
<br />GROUT (2) CELLS SOLID
<br />el
<br />N I"
<br />��'%r i'4 GROUT (2) CELLS SOLID AT
<br />/ ,/ ' !' EXISTING CONSTRUCTION
<br />(WHERE APPLICABLE)
<br />a , S x 1'-6" AT 16" O.C. DRILL
<br />14.1 I n I
<br />pi.,,
<br />f` 4 EPDXY INTO EXISTING
<br />/I { Ii4 CONSTR. (6" EMBED)
<br />I' I
<br />--------- --
<br />9 I '
<br />r
<br />o a
<br />a
<br />HORIZ. JOINT REINF.
<br />AT 16" O.G.
<br />NEW MASONRY IN -FILL
<br />EXISTING MASONRY CONSTRUCTION
<br />ODETAIL
<br />SCALE: 3/4" = 1'-0"
<br />REVISIONS
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<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\01-CDA\04-Architectural\SOlb-FND DETAILS.dwg, 12/23/2014 2:44:10 PM, sharrison, Xerox 6604 PS.pc3
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