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PRE -FAB WOOD TRUSSES <br />624'r -Ir- SEE PLAN. <br />STEEL TRUSS STRAP <br />AS SCHEDULED <br />RAI <br />RODRIGU Ez <br />ARCHITECTS <br />l <br />INCORPORATED <br />2121 DE 1-0, 1010 <br />LU CORALC <br />GABLES, <br />B FL. VD533134 <br />TEL: 305 448-3373 <br />�' FAX: (305) 448-3374 <br />w T_O_ WALL S"x12" (MIN.) GONG, <br />X CAP W/205 CONT, A A C ----- 1 0 0 9 9 <br />'-0" <br />EL. +�I I o <br />T.O. SLAB <br />DURING DEMOLITION DO NOT CUT <br />TIEBAR ENCOUNTERED IN ANY EXISTING <br />TIE COLUMN OR REINFORCED MASONRY <br />CELL. CHIP AROUND EXISTING REBAR <br />EXPOSED LENGTH FOR FOR SPLIICINCx ER <br />CONC. PAYERS TO <br />Z W MATCH EXIST. <br />� O EL_ 0'-011 <br />x� <br />L" <br />EL. 0'-0" EL_ -1'-4" <br />T.O. SLAB <br />.....� T_0.FTG- <br />/,4\ DEMOLITION <br />=TCS_ <br />/a\DEMOLITION DETAIL <br />SCALE: 1/2"=1'-0" <br />ROOFING SYSTEM OVER <br />PLYWOOD SHEATHING OVER <br />PRE -FAB WOOD TRUSSES <br />12 GONG, BLOCK <br />WALL RE IF_ <br />W/1-06632 "c/c_ <br />GONG_ FOOTING <br />WF -36, SEE PLAN. <br />r4\S E C T I ON <br />5C,4LE-- 1/2"=1'-0" <br />12 1 PRE -FAB WOOD TRUSSES <br />X24"c/c SEE PLAN. <br />EL. +1'-6" <br />T -O. WALL <br />CONC. PAVERS <br />TO MATCH EXIST <br />S"x16" (MIN.) GONG_ <br />CAP W/3#5 CONT - <br />0 CONC, BBLOCK <br />WALL REIT. <br />W/1-#5648 c/c <br />EACH WALL. <br />GONG, FOOTING WF -30, <br />SEE PLAN, <br />SECT 1 O N <br />SC,4LE-- 1/2"=1'-0" <br />ROOFING SYSTEM OVER <br />PLYWOOD SHEATHING OVER <br />PRE -FAB WOOD TRUSSES <br />PRE -FAB WOOD TRUSSES <br />s24"c/c SEE PLAN. <br />SECT 1 O N <br />5C,4LE= 1/2"=1'-0" <br />191 <br />EXISTING BLOCK <br />WALL TO REMAIN_ <br />SECT 1 O N <br />5C,4LE-- 1/2"=1'-O" <br />STEEL TRUSS STRAP <br />AS SCHEDULED <br />EL_ +10'-4° <br />T.O. BEAM <br />EL_ +8'-0" <br />T.O. TIE. BEAM <br />EL_ 0'-0" <br />T.O. SLAB <br />0 <br />z <br />0 <br />a <br />0 <br />z <br />w <br />i <br />U <br />LIL <br />0 <br />(10w <br />0 <br />w <br />(100 <br />Of <br />il- <br />0 <br />M <br />LO <br />w <br />N <br />M <br />Q <br />REVISIONS: <br />U) <br />W <br />U <br />U <br />Q <br />Z <br />U <br />Q <br />W <br />M <br />W <br />z <br />0 <br />1 <br />0 <br />Q o <br />o Q0 <br />o � <br />J <br />li <br />Q <br />2 � <br />U <br />Q 0J <br />w L <br />in I <br />w <br />LV) z = <br />w <br />Q w <br />M <br />zZD ILLJ <br />z cn <br />J J <br />0� <br />L.IL- 0 <br />o � <br />z <br />� C)z <br />U (n <br />SPC H <br />� J <br />1�NnS <br />RESTROOM FACILITY <br />SECTIONS <br />SCALE INDICATED <br />CHECKED BY: ISSUE DATE: <br />MAR 02/04/22 <br />DRAWN BY: PROJECT NO. <br />DMS 2154 <br />�. D.D.A. ENGINEERS P.A. <br />CONSULTING ENGINEERS <br />4930 S.W. 74TH Court <br />Miami, Florida, 33H5¢I <br />Phone: (305)666-0711 <br />Fax:(305)666-5259 <br />www.ddaeng.com <br />2022-42-B OF <br />54,01 <br />SHEETS <br />STEEL TRUSS STRAP <br />CONCRETE TIE BEAM, <br />AS SCHEDULED <br />SEE PLAN_ <br />EL_ +10'-4" <br />CONCRETE ROOF <br />..... <br />...... <br />TO- BEAM <br />CONCRETE <br />BEAM, SEE PLAN. <br />LAN_ <br />BEAM, SEE PLAN - <br />:/Jj <br />3'-0" <br />3'-011 <br />1L/ <br />NEW GONG. BLOCK <br />NEW BLOCK WALL. <br />EL +S'-0" <br />WALL. <br />CONCRETE TIE <br />TO- <br />CONCRETE TIE <br />CONCRETE TIE <br />BEAM, SEE PLAN. <br />CONCRETE ROOF <br />BEAM, SEE PLAN. <br />BEAM, SEE PLAN. <br />EXISTING BLOCK <br />EXISTING BLOCK <br />BEAM, SEE PLAN. <br />WALL TO REMAIN_ <br />WALL TO REMAIN_ <br />1-#5 DROP INTOCONCRETE <br />TIE <br />1-#5 DROP INTO <br />EXISTING BLOCK <br />BEAM, SEE PLAN_ <br />EXISTING BLOCK <br />CELL AND FILL <br />CELL AND FILL <br />WITH GROUT, SEE <br />WITH GROUT, SEE <br />PLAN.PLAN_ <br />1-#5 DROP INTO <br />EXISTING BLOCK <br />CELL AND FILL <br />ING BLOCK <br />WITH GROUT, SEE <br />PLAN. <br />WALL ING BLOCK - <br />UEJALL <br />EXISTING BLOCK <br />WALL_ <br />EXISTING GONG <br />EXISTING CONC_ <br />SIO <br />LABTREMAIN. <br />SLAB TO REMAIN_ <br />FOOTING TO <br />REMAIN_%01 EL 0'-0° <br />FTNNC_ i <br />OOII <br />� <br />TO- SLAB <br />FT G NC_— <br />OOINTO <br />G TO <br />REMAIN. �������;i%i%moi%�;�;ii�i��i%�;�;i%���� <br />�;�;i%�;i%ii��i%moi%�;i%moi%�;%�i��. <br />REMAIN. <br />SECT 1 O N <br />5C,4LE= 1/2"=1'-0" <br />191 <br />EXISTING BLOCK <br />WALL TO REMAIN_ <br />SECT 1 O N <br />5C,4LE-- 1/2"=1'-O" <br />STEEL TRUSS STRAP <br />AS SCHEDULED <br />EL_ +10'-4° <br />T.O. BEAM <br />EL_ +8'-0" <br />T.O. TIE. BEAM <br />EL_ 0'-0" <br />T.O. SLAB <br />0 <br />z <br />0 <br />a <br />0 <br />z <br />w <br />i <br />U <br />LIL <br />0 <br />(10w <br />0 <br />w <br />(100 <br />Of <br />il- <br />0 <br />M <br />LO <br />w <br />N <br />M <br />Q <br />REVISIONS: <br />U) <br />W <br />U <br />U <br />Q <br />Z <br />U <br />Q <br />W <br />M <br />W <br />z <br />0 <br />1 <br />0 <br />Q o <br />o Q0 <br />o � <br />J <br />li <br />Q <br />2 � <br />U <br />Q 0J <br />w L <br />in I <br />w <br />LV) z = <br />w <br />Q w <br />M <br />zZD ILLJ <br />z cn <br />J J <br />0� <br />L.IL- 0 <br />o � <br />z <br />� C)z <br />U (n <br />SPC H <br />� J <br />1�NnS <br />RESTROOM FACILITY <br />SECTIONS <br />SCALE INDICATED <br />CHECKED BY: ISSUE DATE: <br />MAR 02/04/22 <br />DRAWN BY: PROJECT NO. <br />DMS 2154 <br />�. D.D.A. ENGINEERS P.A. <br />CONSULTING ENGINEERS <br />4930 S.W. 74TH Court <br />Miami, Florida, 33H5¢I <br />Phone: (305)666-0711 <br />Fax:(305)666-5259 <br />www.ddaeng.com <br />2022-42-B OF <br />54,01 <br />SHEETS <br />