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A2 <br />PROVIDE RECESS AS <br />REQUIRED (AS ARCH. PLANS) <br />12"x12" THICKENED EDGE AT <br />OPENING W/ (2) #5 CONT, <br />0'-0" T.O. SLAB <br />FILLED CELL W/\\>/ <br />(1) #5 rd 24" X <br />O/C MAX. z w % / <br />T < /�\\/ <br />0\00 0//\ <br />2'-D" Y)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 />r <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 <br />BETWEEN EACH STL. <br />COL. <br />SIMILAR TO SIDE ELEV. <br />(TYP.) <br />L <br />3"0"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"xB" (TYP.) — <br />I ) <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"xi/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 I) 1(VERIFY) STEEL COLUMN - <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 />4 <br />NEW CONC, STARTER COLUMN <br />(SEE COLUMN SCHEDULE) <br />a <br />VERIFY <br />DRILL 5" INTO EXISTING WALL AND <br />EXISTING <br />SET # 5 X 12" DOWEL IN HILTI <br />° <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 a <br />d. <br />° °d <br />°d <br />DRILL 6" 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 />ETE START-UP <br />LUM L. <br />SCALE: N.T.S. <br />FOOTING <br />EMB. INTO <br />CONCRETE <br />FILLED CELL W/ <br />(1) <br />#7 15 16" O/C MAX. 3/4" <br />w/STD ACI HOOK AT <br />FOUNDATION <br />X <br />Z <br />Q <br />Q <br />a <br />8" CMU <br />WALL <br />oW <br />3/4" STUCCO <br />(MIN 2 COATS) <br />DRIVEWAY SEE <br />ARCH. FOR SPEC'S <br />#9 GAGE HORIZONTAL, <br />LADDER TYPE, <br />JOINT <br />REINFORCING, 16" O.C. <br />VERT. <br />(TYP.) <br />i\ <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 />#7's rd 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"x1/4" 4„ (SEE PLAN) <br />CONT. STL. ANGLE <br />w/1/2" DIA NELSON 6" CONC. SLAB <br />STUDS fal 24" O/C (SEE PLAN) <br />- ° a <br />-da • .� - .. a d °.� - <br />j\\j� <br />BAR OVERLAP <br />\%j \%j <br />�W A L L FOOTING <br />d,, <br /><., 4 <br />.° <br />G ° ° ° d <br />HORIZONTAL L 3"x3"x1/4" <br />BRACE SEE ENTRY <br />FEATURE FRAMING PLAN <br />ON SHEET S-3 LEVEL II <br />SCALE 3/8"=1'-0" <br />DOUBLE WIRE MESH <br />3'-0" FROM EDGE <br />FINISH FLOOR LINE <br />SCALE: N.T.S. <br />PROVIDE 7/8" DIA. <br />HOLES FOR 3/4" <br />DIA. BOLTS WITH <br />MINIMUM 6" <br />EMBEDMENT INTO <br />CONC. <br />BOTTOM PLATE PLATE <br />(TOP VIEW) <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 />1,7 <br />- ------------------------- <br />PROVIDE 7/8" DIA. <br />L 8"x8"x1/2"x 24,, HOLES FOR 3/4" DIA. <br />LONG STL. TOP BOLTS WITH MINIMUM 6" <br />PLATE 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 />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 />SCALE N.T.S. <br />6"x16 GA VERT. METAL <br />FRAME d 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 />SOLE : 3/8"=1'-0" <br />TAYLAN KALKAN, RE <br />ENGINEERING PLUS <br />FL. P.E. # 67349 & C.A. # 26538 <br />jj 19528 SEDGEFIELD TERRACE <br />BOCA RATON, FL 33498 <br />A2 (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, A.I.A. <br />Revd by <br />STATE OF FLORIDA <br />AR 0016160 <br />O co O Z <br />z <br />U <br />p <br />ZO w Zd <br />v w <br />t= <br />U O¢ <br />¢ <br />O <br />Q O w <br />O Of <br />a a O <br />W <br />orO <br />< <br />U p= Z� w <br />° o U m <br />w <br />m X 0 <br />Z <br />H 2 U <br />w= z W a U <br />w <br />U <br />w F- z O 2 w it > N <br />L) OV <br />w w <br />z ' O <br />O W z <br />w <br />QQ~° <br />F O W z O 4 0 <br />Z <br />m U <br />O o z& Z= <br />K z O 3 O <br />Oz <br />I- umE <br />O z <br />O <br />O ai ~ <br />� <br />d <br />Lu 0 0 ° z <br />F <br />Z <br />w� 3 <br />� <br />F o= N N ai ¢ z <br />z w <br />w U <br />t w <br />a <br />v 00 O= <br />w~ O <br />w <br />0 0 z <br />a a U <br />O <br />O <br />z w z O J <br />0 IL <br />P Z° <br />O m I_w <br />° z_ <br />° <br />1, O F v_ <br />o() W 0 a= z ofo <br />= z a w <br />Ln <br />= <br />U i O 1 w w N U <br />a P z n w P z z z a <br />© COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />IL <br />W <br />VN <br />�n <br />Revi6iona- <br />Q GENERAL REVISIONS (09/30/2013) <br />AS BUILT (04/24/2014) <br />CADFILE No. <br />V <br />r-ilill <br />a <br />M <br />96111111 <br />O <br />� <br />� <br />A <br />ry <br />12 <br />Cr <br />t-�j <br />■ <br />I ji�' <br />H <br />O <br />O <br />N <br />� <br />N <br />L <br />O <br />0 <br />L <br />Co <br />M <br />(0 <br />C <br />-aN <br />c <br />o <br />N <br />T- <br />c <br />C <br />� <br />N <br />U <br />0- <br />> <br />C <br />Lo <br />41 <br />W <br />N <br />E <br />■ <br />0) <br />�= <br />cu <br />C <br />U <br />W� <br />E <br />L <br />* <br />.o <br />C <br />i <br />41 <br />O <br />� <br />� <br />U <br />N <br />U <br />Lo <br />.iiiiiii� <br />U <br />N <br />LO <br />U <br />i <br />tQ <br />Sheet title <br />Sca le: <br />Date: Sheet No. <br />5-5-2014 <br />Project No. <br />12-027 S..5 <br />