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OVERSIZE HOLES AND PLATE WASHERS FOR BASE PLATES <br />BOLT <br />DIAMETER <br />HOLE <br />DIAMETER <br />PLATE <br />WASHER <br />BOLT <br />DIAMETER <br />HOLE <br />DIAMETER <br />PLATE <br />WASHER <br />3/4" <br />1 5/16 <br />5/16"x3"x3" <br />1 1/2" <br />2 5/16" <br />7/16"x5"x5" <br />7/8" <br />1 9/16" <br />5/16"x3"x3" <br />1 3/4" <br />2 3/4" <br />7/16"x5"x5" <br />1" <br />1 13/16" <br />3/8"x4"x4" <br />2" <br />3 1/4" <br />1/2"x6"x6" <br />1 1/4" <br />2 1/16" <br />3/8"x4"x4" <br />2 1/2" <br />3 3/4" <br />1/2"x(3"x6" <br />STEEL COLUMN / BASE PLATE SCHEDULE <br />MARK <br />COLUMN SIZE <br />BASE PLATE <br />ANCHOR <br />BOLT <br />REMARKS <br />A <br />B <br />T <br />E <br />D <br />C1 <br />HSS 4"x4" <br />8" <br />8" <br />3/4" <br />STUB COL. <br />C2 <br />HSS 5"x5" <br />12" <br />12" <br />3/4" <br />10" <br />3/4" <br />GALV. <br />C3 <br />HSS 6"x6" <br />14" <br />14" <br />1" <br />13" <br />1" <br />GALV. <br />C4 <br />HSS 8"x8" <br />16" <br />16" <br />1 1/2" <br />13" <br />1" <br />GALV. <br />C5 <br />HSS 10"xB" <br />18" <br />16" <br />1 1/2" <br />13" <br />1" <br />GALV, <br />NOTE 1: ANCHOR BOLTS SHALL BE ASTM <br />A36 U.N.O, THREADED EACH END WITH NUT <br />AT BOTTOM. TACK WELDED SECURE. <br />PLATE WASHER AT BOTTOM NUT SHALL <br />NOT BE REQUIRED. CONFORM TO CHART a <br />DOWN FOR EMBEDMENT, UNLESS NOTED <br />OTHERWISE IN SCHEDULE ABOVE. <br />BOLT TYPE <br />MATERIAL <br />MINIMUM EMBED. <br />LENGTH <br />MINIMUM EMBED. <br />EDGE DISTANCE <br />A307, A36 <br />12d <br />5d > 4 IN. <br />A325, A449 <br />17d <br />7d > 4 IN. <br />BASE PLATE DETAIL <br />N.T.S. <br />"d" (BOLT DIA) <br />PLATE WASHERS <br />a (SEE SCHEDULE <br />p Lu FOR SIZE) <br />CL C� z <br />a- Cf)- (3) HEX NUTS <br />Q" PER BOLT <br />T/CONC <br />z <br />Lu <br />NOTES: Lu o <br />w <br />1. ANCHOR BOLTS SHALL BE ASTM F1554 (GRADE 36) UNO, <br />THREADED EACH END w/NUT AT BOTTOM, TACK -WELDED w <br />SECURE. PLATE WASHER AT BOTTOM NUT IS NOT READ. _ <br />CONFORM TO CHART FOR EMBEDMENT UNLESS NOTED N <br />OTHERWISE. ATACK <br />_z <br />2. MAX. EMBEDMENT "E" = (FTG THICKNESS) - 5 OR PEEN <br />B/GONG <br />3. PLATE WASHERS SHALL HAVE HOLE w/DIAMETER ANCHOR BOLT DETAIL <br />EQUAL TO BOLT DIAMETER + Y16". <br />N_T.5. <br />SEE PLAN <br />TIE -BEAM REINF <br />DOWELS W/ST <br />HOOK TO MATCH VERT. <br />REINF. <br />TYPICAL TIE COLUMN DETAIL <br />SCALE: N.T,S. <br />SQUARE EDGE JOINT (RUB FINS OFF <br />1st POUR BEFORE 2nd POUR IS MADE) <br />LATER SAWCUT JOINT 1" DEEP TO PROVIDE <br />GROOVE FOR SEMI -RIGID EPDXY. SEE NOTES. TYP. "SAW -CUT", <br />"xYa"SLAB DEPTH <br />w � <br />NOTES: 1. USE SMOOTH DOWEL w/PROJECTED NOTES: 1. CUT WITHIN SAME DAY OF SLAB PLACEMENT <br />END COATED TO PREVENT BOND. <br />1. SEMI -RIGID EPDXY SHALL BE SEE SCHEDULE BELOW. 2, PLACE REINF. Y SLAB DEPTH FOR SLABS <br />PROVIDED IN CONSTRUCTION & GREATER THAN 5 1 Yz" CLR FOR SLABS 5 <br />SAWCUT JOINTS. EPDXY SHALL 2. REINF. NOT SHOWN FOR CLARITY. <br />BE MM80 BY DISCONTINUE REINFORCEMENT fd JOINT. 3. SEE SEMI -RIGID NOTES THIS DTL. <br />METZGER/McGUIRE SAWCUT JOINT <br />OR EUCO 700 BY EUCLID. <br />2. CONCRETE SHALL AGE A <br />MINIMUM OF 45 DAYS, <br />CHASE THE JOINT WITH A <br />CONCRETE SAW AND <br />BLOW CLEAN W/COMPRESSED AIR <br />3. USE BACKER ROD TO CREATE <br />VERTICAL DAM AT EACH <br />END OF THE LEG TO BE <br />FILLED, DO NOT USE BACKER <br />ROD AT THE BOTTOM <br />OF THE JOINT. <br />4. LEAVE THE SURFACE CROWNED <br />AND GRIND FLUSH <br />SMOOTH DOWEL: SCHEDULE <br />SLAB <br />DEPTH <br />(IN) <br />DIAMETER <br />(IN) <br />TOTAL <br />LENGTH <br />(IN) <br />SPACING <br />C/C <br />(IN) <br />5 <br />5/8 <br />12 <br />12 <br />6 <br />3/4 <br />14 <br />12 <br />7 <br />7/8 <br />14 <br />12 <br />8 <br />1 <br />14 <br />12 <br />9 <br />11/8 <br />16 <br />12 <br />10 <br />11/4 <br />16 <br />12 <br />AFTER IT HAS HARDENED. <br />CONSTRUCTION JOINT - DOWELLED <br />(-,--�SLAB ON GRADE DETAILS <br />SCALE: N.T.S. <br />TYP. <br />3/16" 2 1/2 <br />JOIST GIRDER (SEE PLAN) <br />REINF, SEE PLAN <br />TOP BAR IF CALLED OUT <br />SEE FDN SCH FOR SIZE & REINF. <br />MONOLITHIC FOOTING <br />BUILT UP ROOF SYSTEM <br />ON METAL DECK. SEE PLAN <br />ALL POINTS OF FOR GAGE AND <br />CONTACT ATTACHMENT. <br />1/4" <br />STEEL JOIST -SEE PLAN <br />L2x2x3/16 MIN. BOT. <br />CHORD BRACING TO BE <br />SPECIFIED AND SUPPLIED <br />BY JOIST GIRDER MANUF, <br />IN ACCORDANCE WITH SJI <br />REQUIREMENTS <br />JOIST BRG. <br />ELEV. SEE PLAN <br />OIL <br />UPLIFT BRIDGING <br />SCALE: N.T.S, <br />)ATION <br />J <br />DOTING <br />SCALE: N.T.S. <br />STEEL BEAM <br />(SEE PLAN) <br />PL 3/4"x10"x10 <br />(4) 3/4" DIA. BOLTS (TYP. <br />E70XX TYP, <br />1/c <br />L 3"x3"x1/2"x10" LONG <br />w/1/2" STIFF. PLATES fd <br />BOTH ENDS & CENTER <br />OF STL. COL, (TYP.) <br />DRILL 7" INTO EXIST. <br />CONC. BEAM ABV. SAW -CUT AND CAREFULLY <br />AND FTG. BELOW REMOVE INT. FACE AND <br />AND SET #5 x 4'-0" WEB OF EXIST, 8" CMU <br />DOWEL, SET WITH <br />HIGH STRENGTH #7 IN GROUT <br />EPDXY GROUT FILLED CELL <br />FILLED CELL DTL AT EXIST. <br />CMU WALL <br />DRILL 5" INTO EXIST, <br />SLAB AND SET <br />#4X12" REBAR <br />EPDXY GROUT <br />18" 0. C. EA. S <br />STAGGER <br />XISTING SLAB & SOIL <br />5Iur v <br />TOP C <br />STD <br />HOI <br />J011 <br />OTHER <br />CONT. F <br />(SEE F <br />SCALE: N,T.S. <br />PROVIDE MIN. 12" WIDE <br />TRENCH FOR NEW <br />PIPES OR CONDUIT, <br />NEW CONC. FILL W/ ONE <br />LAYER 6"X6" 1.4W/1.4 <br />W.W.M. & MIL VAPOR <br />BARRIER FLUSH W/ FINISH <br />FLOOR. <br />FOUNDATION NOTES: <br />1, PROVIDE MINIMUM 2500 PSI CONCRETE FOR PLUMBING TRENCHES. <br />2. AFTER COMPLETION OF UNDERGROUND PLUMBING WORK PROVIDE <br />CLEAN COMPACTED TERMITE TREATED FILL PRIOR TO SLAB REPAIR. <br />5/16" STL. STIFFENER <br />PLATS AT CENTERLINE <br />OF STEEL COLUMNS ON <br />BOTH SIDES (TYP.) <br />_10"x10"x3/4"" CAP PLATE <br />SECTION VIEW <br />- 1/4" FILLET WELD ALL AROUND <br />STEEL COLUMN <br />(SEE PLAN) <br />-'' <br />SCALE: N.T.S <br />STEEL BEAM <br />(SEE PLAN) <br />5/16" STL. STIFFENER <br />^PLATES AT CENTERLINE <br />OF STEEL COLUMNS ON <br />BOTH SIDES <br />TYP. <br />SCALE: N.T.S. <br />16"x12"x3/4" EMB. STL. <br />PLATE w/(10) 3/4" DIA. X <br />6" HEADED STUDS <br />(2) 3/4" DIA. <br />A325BOLTS IN LSL <br />HOLES, <br />FINGER -TIGHTEN THEN <br />d<4 <br />PEEN THREADS <br />d <br />d <br />YP. <br />a <br />1/4" <br />e ` <br />A <br />A a <br />TYP. <br />CL PL <br />d <br />d TYP. <br />N <br />!_ 1/4" <br />W10x39x6" LONG ° $ ° <br />a <br />JOIST GIRDER <br />W <br />0 <br />PL 3/4"x6X0'-6" <br />W <br />d <br />a° <br />CL PL <br />N <br />i d - 16"x12"'x3/4" STL. PLATE <br />° <br />w/(6) 3/4" DIAM, X 6" <br />JST. GIRDER �, d; EXP. BOLTS <br />NOTE: <br />a' ° <br />NO WELD SEE FRAMING PLAN (3 EACH SIDE) <br />DIMENSIONS <br />BASED ON <br />6" DEEP SHOE <br />1/4" 3 <br />d' <d° <br />12"x12"x3/4" EMB. STL. <br />PLATE w/(4) 3/4" DIA. X SECTION A -A <br />6" HEADED STUDS <br />JOIST <br />GIRDER EXTERIOR CMU WALL CONNECTION <br />12 <br />SCALE: N.T.S. <br />5/16 PL STIFFEN <br />WEB LINING 1 <br />CONNECTION. AT - <br />ICAL BAR <br />ERED <br />.LED CELL <br />ELS SAME AS <br />ICAL BARS <br />AR <br />LAP <br />30" <br />36" <br />42" <br />48" <br />SCALE: N.I.S. <br />SECTION as BLOCK OUT <br />SCALE: NTS <br />SECTION @ BLOCK OUT <br />THRU BOLTS (TYP.) <br />: TENA - am <br />SCALE: NT.S. <br />JOIST (2) 3/4" DIA. A325 <br />GIRDER BOLTS PER GIRDER <br />BOLTED TIE / <br />JOIST PER SJI <br />& OSHA-7 <br />1/4" 3 TYP. <br />JOIST <br />1/4" <br />UPLIFT <br />BRIDGING <br />3 <br />PER S.J,I <br />(ANCHORED <br />rd ENDS) <br />STABILIZER PL 3/x4x0'-7" (DO <br />NOT WELD TO BOT. CHORD), <br />PROVIDE 13/16" DIA. HOLE FOR <br />GUYING/PLUMBING CABLES <br />CAP PL 3/4" x (GIRDER SEAT WIDTH STL. COL. (SEE PLAN) <br />OR COL SIZE ((WHICHEVER IS <br />GREATER) + 1" ) x (COL SIZE + 6") <br />SECTION AT JST. GIRDER T <br />SS COLUMN <br />ALL CONTACT <br />PT, TYP, 1/4" <br />JOIST BRG. ELEV. a.. <br />SEE PLAN <br />TIE BEAM <br />SEE PLAN <br />SCALE: N.T.S. <br />CONT. L 4"x4"xy" <br />w/ %8" DIA. EXP, <br />BOLTS Fa 16" O.C. <br />INTO TIE BEAM <br />ROOFING SYSTEM ON METAL DECK. <br />SEE PLAN FOR GAGE AND <br />ATTACHMENT. <br />`—X-BRIDGING FOR <br />2 END BAYS, <br />HORIZ, <br />THEREAFTER <br />8" CMU STEEL JOIST <br />(SEE PLAN) <br />2 1/2"x2 1/2"x1/4"xJST. DEPTH <br />w/(2) %" DIA. EXP. BOLTS INTO <br />GROUTED FILLED CELLS, <br />TYPICAL SECTION AT K-J IST PARALLEL TO WAL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />TAYLAN KALKAN, P.E. <br />ENGINEERING PLUS <br />FL. P.E. # 67349 & C.A. # 26538 <br />19528 SEDGEFIELD TERRACE <br />BOCA RATON, FL 33498 <br />/05/ ) Ll (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 bg STATE OF FLORIDA <br />� AR 0016160 <br />W <br />0 <br />co <br />o <br />z <br />L) O <br />O <br />z <br />m,w <br />ow <br />W 0 <br />z <br />Q <br />U <br />Q j <br />4 <br />w <br />0 0 U <br />Oca <br />O <br />w <br />0, a 0 <br />w O? <br />U 00 = z O w <br />w w <br />X 0 <br />m <br />F- <br />2 U O m m <br />z w U <br />m <br />w F- <br />z Z x <br />0 w F <br />c~i� <br />z <br />Q <br />OU 2 w K w <br />Ow w w <br />Z <br />} W <br />i z o <br />LL 7 Z <br />O <br />OO <br />o= O <br />~ <br />a W Z Z F 0 <br />m <br />ww j <br />a <br />O g w z=� <br />a <br />0 <br />a= ': <br />Orr <br />w w z <br />OU <br />w <br />V 0>_ z_ U <br />Z f <br />Z <br />a w <br />w <br />D Q Y <br />W E 3 <br />a w <br />3= o <br />, <br />w� <br />z u~i <br />Z� w¢ z <br />F w W <br />F- -" <br />z 0} W O <br />w F p <br />w 0 v¢? <br />o 0 0 W Z <br />¢ a F <br />O a <br />0 <br />r w O D <br />0 as <br />U a U w <br />0 0 z <br />L) p z= <br />O H O <br />~ <br />w0 90R U= <br />E- w z o 5 v <br />o <br />z a of <br />m O= <br />0 <br />it w w c~» <br />F- a Cn a <br />F- a F- <br />Z <br />o w F- z Z Z a <br />© <br />COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />ReviSTons: <br />10 GENERAL REVISIONS (09/30/2013) <br />AS BUILT (04/24/2014) <br />CADFILE No. <br />!-11 <br />IRT <br />to <br />M <br />a <br />M <br />o <br /><C <br />►� <br />. <br />A <br />A <br />�w04 <br />orw�a <br />r' <br />o <br />w <br />Sheet 'title <br />Scale: <br />Date: Sheet No. <br />5-5-2014 <br />Project No. <br />12-027S�6 <br />