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APROVIDE RECESS AS ----------- <br />REQUIRED (AS ARCH. PLANS) <br />12"x12" THICKENED EDGE AT <br />OPENING W/ (2) #5 CONT. <br />0'-0" TO. SLAB <br />FILLED CELL W/ <br />(1) #5 F6 24" <br />O/C MAX. z w <br />U <br />N � <br />r Q <br />a <br />d ° <br />/ Q 0 <br />a: <br />I 2 -4 <br />LE 0 V➢ (VERIFY)O. PARAPET <br />6" CONC. SLAB (SEE PLAN) <br />2'-4" W x 16" D CONT, STEM <br />WALL CONC. FOOTING w/ (4) <br />#5 REBARS CONT, BOT. AND <br />#5 TRANSV. BARS rd 12" O/C <br />SCALE: N.T.S. <br />HORZ. HSS 4"x4"x1/4 STEEL <br />TUBE CONT. OVER PARAPET <br />(SEE PLAN) <br />STEEL STUB COLUMN - <br />(SEE PLAN) <br />STEEL BEAM (SEE PLAN) <br />(LEVEL <br />111)(VERIFY)O. <br />STEEL <br />COLUMN � - - <br />STEEL STUB COLUMN - <br />(SEE PLAN) <br />L 3"x3"x1/4" <br />BRACE AT FRONT - <br />FACE BETWEEN EACH STL. <br />COL, <br />SIMILAR TO SIDE ELEV. <br />(TYP.) <br />L <br />3"x3"x1/4" BRACE AT - <br />FRONT <br />FACE BETWEEN EACH <br />STL. <br />COL. SIMILAR TO SIDE <br />ELEV, (TYP,) <br />PL 1/4"x8"x8" (TYP.) - <br />(LEVEL ' 1) <br />STEEL <br />COLUMN <br />(VERIFY)O. <br />PL 1/4"x8"x8" (TYP.)- <br />TYP. SHEATHING NOTE <br />5/8" GP DENSGLASS GOLD <br />GYPSUM SHEATHING OR <br />EQUAL TO 16 GA 16" O/C <br />WALL STUDS WITH #10x1 <br />1/4" TYPE(S) S-12 COATED <br />BUGLE HEAD SCREWS 3/8" <br />FROM ENDS AND EDGES <br />AND AT 4" O/C. <br />L 3"x3"x1/4" BRACE (TYP.) <br />STEEL STUB COLUMN - <br />(SEE PLAN) <br />L 3"x3"x1/4" BRACE AT FRONT - <br />FACE BETWEEN EACH STL. COL <br />SIMILAR TO SIDE ELEV. (TYP.) <br />HSS 6"x6"x1/2" STL. _ <br />BRACE BETWEEN COLUMNS <br />PL 1/4"x8"x8" (TYP.)- <br />L 3"x3"x1/4" BRACE (TYP.) <br />L 3"x3"x1/4" BRACE AT ---� <br />FRONT FACE BETWEEN EACH <br />STL. COL. SIMILAR TO SIDE <br />ELEV. (TYP.) <br />STEEL STUB COLUMN <br />(SEE PLAN) <br />(LEVEL 13'-6" T.O. STEEL COLUMN <br />Y (VERIFY) <br />STEEL BEAM (SEE PLAN) <br />CONC. FILLED STEEL COLUMN - <br />(SEE PLAN) <br />CONCRETE FILLED STEEL COLUMNS SHALL HAVE <br />SOLID BOTTOM AND TOP PLATES CUTOUT PLATES <br />ARE NOT ACCEPTABLE, FILL WITH CONCRETE _ <br />PRIOR TO PLACING PLATES. <br />DRILL 6" INTO EXISTING BEAM AND SET 2 # <br />5 X 30" DOWEL IN HILTI HT-HY 150 OR EQ. <br />EPDXY GROUT <br />NEW CONC. TIE BEAM EXISTING BEAM <br />(SEE PLAN) <br />d a <br />NEW CONC. STARTER COLUMN <br />(SEE COLUMN SCHEDULE) <br />d <br />VERIFY <br />DRILL 5" INTO EXISTING WALL AND <br />EXISTING <br />SET # 5 X 12" DOWEL IN HILTI <br />d <br />FILLED CELL, <br />HT-HY 150 EPDXY GROUT OR EQ.. <br />IF NOT <br />AT 18" O.C. <br />EXISTS, ADD <br />PER DETAIL 4 <br />MIN, 48" BAR OVERLAP <br />#5 x 42" LONG DOWEL. DRILL MIN. 12" INTO EXISTING <br />CONC. DRILL THROUGH CENTER OF EXISTING CONC. <br />CURB AND SET w/HILTI HIT-HY 150 EPDXY -TIE <br />a <br />EXISTING <br />ANCHORING ADHESIVE OR EQUAL <br />MASONRY <br />PROVIDE HOLE WITH 3/4" DIA. DRILL BIT <br />WALL <br />(SEE ADHESIVE ANCHORING INSTALLATION NOTE). <br />NEW CONC. FOOTING <br />(SEE PLAN) <br />d <br />d e <br />d <br />. d <br />as <br />°d <br />Q'd ° <br />°6" <br />DRILL INTO EXISTING BEAM <br />AND SET 2 # 5 X 30" DOWEL <br />EXISTING FOOTING <br />IN HILTI HT-HY 150 OR EQ. <br />EPDXY GROUT <br />CONCRETE START-UP <br />C 0 LU11M N D TL. <br />SCALE: N.T.S. <br />FOOTING <br />SECTION AT ENTRY FEATURE FRAMING <br />#7's ral 16" O/C MAX. w/STD <br />4" CONC. OFFSET AT 36" ACI HOOK INTO SLAB <br />RECEIVING DECKDOCK <br />DOOR SILL (3) #5 CONT. <br />MIN. 4"x4"xi/4" 44 <br />(SEE PLAN) <br />CONT. STL. ANGLE <br />w/1/2" DIA NELSON 6" CONC. SLAB <br />STUDS rd 24" O/C (SEE PLAN) <br />EMB, INTO <br />CONCRETE <br />\ \v, <br />FILLED CELL W/ <br />111 #7 516" 0/C MAX. 3/4" <br />ACI HOOK AT <br />° d <br />w/STD <br />FOUNDATION <br />CMU <br />a 8 WALLLU <br />11 <br />j\\\j\ <br />3/4" STUCCO <br />(MIN 2 COATS) - <br />DRIVEWAY SEE <br />ARCH. FOR SPEC'S\ <br />MIN. 48" BAR OVERLAP <br />#9 GAGE HORIZONTAL, <br />LADDER TYPE, JOINT <br />4' <br />REINFORCING, 16" O.C. VERT. <br />(TYP.)WALL\FOO\ING\\\//\/ <br />NEW STOREFRONT <br />WINDOW/DOOR SYSTEM SEE <br />PLAN AND MANUFACTURER'S <br />SPECIFICATION <br />EXISTNG CONC. SLAB <br />EXISTING CONCRETE <br />PAD FOOTING <br />SCALE: N.T.S. <br />STEEL STUB COLUMN <br />(SEE PLAN) <br />d <br />HORIZONTAL L 3"x3"xi/4" <br />BRACE SEE ENTRY <br />FEATURE FRAMING PLAN <br />ON SHEET S-3 LEVEL II <br />SCALE : 3/8"=V-0" <br />DOUBLE WIRE MESH <br />3'-0" FROM EDGE <br />FINISH FLOOR LINE <br />SCALE: N.T.S. <br />BOTTOM PLATE PLATE <br />(TOP VIEW) <br />NOTE <br />PROVIDE 7/8" DIA. <br />HOLES FOR 3/4" <br />DIA. BOLTS WITH <br />MINIMUM 6" <br />EMBEDMENT INTO <br />CONC. <br />- ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT III OR EQUAL <br />- ALL THRU BOLTS TO BE ASTM A325. <br />- ALL STEEL PLATES TO BE ASTM A36. <br />- 1/4" FILLET WELDS, ALL AROUND FOR PLATE <br />AND COLUMN CONNECTIONS. <br />- ALL BOLT HOLES TO BE 7/8"0 FOR 3/4"0 BOLTS. <br />- MIN. EDGE DISTANCE TO BE 2" <br />- STEEL COLUMN TO BE CONCENTRIC ON PLATE <br />- ALL STEEL COMPONENTS SHALL BE GALVANIZED <br />PLATE v EMBEDMENT INTO CONC. <br />BOTTOM PLATE <br />(SIDE VIEW) <br />L 8"x8"x1/2". <br />LONG STL. T <br />PLATE <br />BOTTOM PLATE <br />(SECTION) <br />TYP. STEEL COLUMN TO TOP OF CMU WALL CONN. <br />SCALE N.T.S. <br />NEW HSS STEEL COLUMN FOR <br />FRONT ENTRY FEATURE <br />SUPPORT FRAME (SEE PLAN <br />FOR LOCATIONS) <br />NEW CONCRETE TIE BEAM <br />(TB-1) AND NEW EMB. PLATE <br />FOR STEEL ROOF JOISTS <br />SEE DETAIL 3/S-7 FOR EMB. <br />PLATE FOR STEEL ROOF <br />JOISTS INFO. <br />PLACE NEW 8" CMU WALL AFTER INSTALLATION <br />OF NEW STEEL BEAM. REINFORCE w/#5's rd 24" <br />O/C IN GROUTED CELLS. TACK WELD STD REBAR <br />HOOK TO STEEL BEAM. SEE DET. 5/S-8 <br />3/4" DIA. NELSON STUDS raj 24" O/C <br />NEW STEEL BEAM ABV. NEW STORE <br />FRONT WINDOW/DOOR SYSTEM <br />(SEE PLAN) <br />SECTION <br />6"x16 GA VERT, METAL <br />FRAME rd 16" O/C (TYP.) <br />BETWEEN STEEL COL.'S <br />19'-2" T.O. EXISTING CONC, TIE BEAM <br />MATCH EXISTING (VERIFY) <br />TEMP. STRINGER SHORING BEAM <br />\ (SEE SHORING PLAN) <br />EXISTING STEEL <br />ROOF JOISTS <br />SHORE & JACK EXISTING ROOF <br />STRUCTURE DURING INSTALLATION OF <br />NEW STEEL BEAM. USE PRECAUTION <br />DURING THE OPERATION. AVOID SUDDEN <br />AND HIGH IMPACT LOADING DURING <br />INSTALLATION THAT MIGHT DISMANTLE OR <br />DAMAGE STRUCTURAL COMPONENTS <br />NEW STOREFRONT <br />WINDOW/DOOR SYSTEM SEE <br />PLAN AND MANUFACTURER'S <br />SPECIFICATION <br />NEW CONC. SLAB (SEE PLAN) <br />NEW CONT. <br />CONC. WALL FTG. <br />(SEE PLAN) <br />SCALE 3/8"=V-0" <br />TXfLAN KALKAN, P.E. <br />ENGINEERING PLUS <br />FL. P.E. # 67349 & C.A. # 26538 <br />19528 SEDGEFIELD TERRACE <br />BOCA RATON, FL 33498 <br />(561) 756 4106 (561) 479 3743 fax <br />Prof. Mgr. <br />JU <br />Job. Capt. <br />SG <br />Drawn by <br />JT <br />RON BARR, <br />A.I.A. <br />Revd by <br />STATE OF FLORIDA <br />RIBLL <br />AR 0016160 <br />r o w <br />z w <br />U <br />w <br />v w O <br />H O w H <br />z <br />W, <br />z <br />W <br />U <br />O¢ <br />a p Q 0 O <br />U_ <br />< <br />a 0 <br />ofV O U p= <br />Z 1- W <br />m <br />W X <br />¢m O= <br />V O m m <br />m <br />X 0 <br />z Z= P Z W <br />Q U <br />z <br />o z <br />W <br />it > <br />O <br />W W <br />0= <br />} O Z U} m <br />F W Y <br />W <br />O <br />W z <br />0 <br />W F¢ w <br />Z ZO O <br />Z <br />m U <br />X 0 as OF Z <br />z= <br />a m z z p <br />V 0 0 <br />a- <br />= 2 <br />W z <br />o} z 0 <br />of <br />IL <br />w 3 <br />¢ w x a W F_ <br />o <br />m} r- <br />z <br />F <br />W W <br />x s m Z~ <br />��zo}xrLo <br />W¢ <br />w <br />H 0 <br />w L)z X U <br />m a O Z w w <br />= <br />Z F <br />O F w 1 <br />QO <br />w <br />�- _ <br />zW <br />L) p x O <br />O W O o <br />0v- <br />U <br />2 <br />�=�W <br />°w�W <br />wxoowv <br />aa <br />F- F- OooF <br />a z <br />zo z5 <br />z Qn <br />© COPYRIGHT <br />2012 <br />BARR ARCHITECTURAL STUDIO <br />RsvTeione: <br />GENERAL REVISIONS (09/30/2013) <br />AS BUILT (04/24/2014) <br />CADFILE No. <br />p'� <br />MIT <br />MNI <br />a <br />II <br />M <br />O <br />� <br />� <br />AA <br />O <br />a <br />aw�a <br />11-0 <br />r' <br />O <br />N <br />� <br />L <br />O <br />0 <br />J �W <br />/� tRvi M W C <br />L M <br />m N C <br />O N C <br />N 2 Q <br />W ' <br />� Lo N <br />p E <br />C <br />Cu <br />u E <br />rlC <br />L O <br />n/O m L <br />00 C <br />r O <br />CD <br />O Lo Lo � <br />co U <br />�- 0) N <br />LO U <br />i <br />m <br />Sheet title <br />Scale: <br />Date: Sheet No. <br />5-5-2014 <br />Project No. <br />12-027S�5 <br />