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f <br />v <br />iTUB. <br />T� b <br />,EAT <br />TION <br />A" -"A" EA. SIDE. <br />JOI57 BEARING DETAIL <br />AT BOTTOM OP PARTIAL <br />�1 HE 16HT COLUMN <br />nl/ <br />Saab: 5/4' = 1'-0' <br />STEP TIE BEAM 50 THAT 10 <br />DECK ANGLE 15 BOLTED <br />INTO 50LIP CONCRETE. <br />I <br />i4 <br />I <br />I <br />d 6' (4 5/4' 6AW <br />HOT DIP 6ALV. CONT. YV 51b' 0 <br />A307 ALL -THREADED RODS <br />0 Ib' 0/C NAK DRILLED 6' INTO <br />PRE -CAST LINTEL 1 SET W 51MPEON <br />STRONG TIE SET' EPDXY. (TYP. LNO) <br />I <br />I <br />I <br />I <br />IRDICATES ARCFIITECTLRAI <br />EXTERIOR BRICK VENEER. <br />SEE ARCH'L. DWS's. FOR <br />BRICK STACK PROFILE. <br />— <br />I <br />f <br />TOP OF PARAPET <br />EL.: IB.", <br />STEEL STUB COL <br />PER SHEET 52. <br />3/6' BASE PLATE HV <br />{4) 3/4' DIA. THRU <br />ANCHOR BOLTS. (2 <br />EA. 51DE OF COL) <br />HT303 EA. SIDE UNDER <br />COL. CUT 'T' STEM, A5 <br />REO'D, 50 THAT 'WT' 4 <br />BEAM FLANSES ARE FLLSH. <br />(SHOP FABRICATE) <br />�5TEEL BEAM PER <br />RAN. <br />NDTE: <br />SEE DETAIL C/551 FOR <br />JOIST SEAT ANSLE <br />SIZE. <br />METAL DECK DRS. <br />EL.: VARIES il <br />IFAD NEI6HT <br />EL.: PER ARLH1. <br />SILL HEIGHT <br />EL.: PER ARCH'L. <br />f�" I a <br />TOP OF 51 <br />— — — — — — — EL.: 0'-0" <br />5EE DETAIL A/551 FOR <br />DETAIL AT BASE OF <br />BRICK/BLOCK VENEER. III <br />TOP OF FT'6. <br />` EL.: PER PUN <br />r --� <br />L__ —^J <br />4 SECTION <br />551 Scab: 514" = I'-0" <br />TOP <br />SOT. <br />f <br />4 5"x5"40' x WIDTH OF — <br />COLUMN vV ' BID" 6U55ET It <br />CENTERED (VELD TO <br />FLANGE OF COLUMN), <br />CONTINOUS STEEL <br />COL, PER PLAN. <br />STEEL BEAM PER <br />RAN. <br />JOIST 5EARIN6 DETAIL <br />G AT CON7INUOU5 COLUMN <br />551 5ca1e: 5/4' = I'-0" <br />3 SECTION <br />551 Scala: 3/4" =J'-0" <br />r <br />GROUT POCKET FLLSH <br />V1/ TOP OF BEAM PRIOR <br />TO 5ETTIN5 PARAPET <br />BLOCK. <br />TOP OF BEAM <br />EL.. PER PLAN .+. <br />SHADING INDICATED <br />CONCRETE BEAM PER:. <br />RAN. <br />RACE STIRRUPS <br />AT EA. SIDE OF—`- <br />.JOIST POCKET. <br />STIR, $PAGANS <br />PER BE SCHEDULE <br />EL.: VARIES <br />RAN. <br />J0I57 POCKET DETAIL <br />551 Scab: 5/4' =. I'-0' <br />HTP43 AT CANOPY HANGER r — <br />LOCATIONS. ATTACH TO HALL y <br />H/ (4) 514, DIA. THREADED <br />ROD (2 EA. SIDEJ SET IN <br />51MP50N STRONG TIE 'SET' <br />EPDXY. (b" EMBED) . 1 <br />PROVIDE I� A <br />EDGE DI5T. TO <br />CENTER OF <br />BOLTS. (TYP) el <br />PRE-EN&INEERED, PRE- / <br />FABRICATED ALU,r <br />„ANOPY BY OTHERS, L <br />PROVIDE (2) 3/4' VIA. THREADED <br />ROD DRILLED 6' INTO WALL 1 SET IN <br />51MPSON 5TRON6 TIE "5ET' EPDXY, <br />ANCHORS REPLACE MFGERS <br />51J66ESTEO I/2' VIA. x 3" POWERS I <br />LOK/EOLT INTO BRICK AT REAR <br />CLIP ANGLE. <br />I <br />I <br />r `-1 <br />i T J <br />VENEER. TYP PER ARCHITECT.--i <br />I <br />NOTE: Ist COURSE OF JT. REIN. <br />PLACED B' ABOVE TOP OF _ <br />FOOTING. . j— <br />r 7 ! <br />NOTE: 5EE ARCHITECTURAL DRAHItK-+i\ <br />FOR DAM PPROOFING, MESH TYPE <br />WEEP, INSULATION AND 6ENERAL <br />CAVITY DETAILS. <br />W OR B" BLOCK AT FIRST <br />TW0 COAR5E5. (PER ARCH) <br />FILL CAVITY SOLID YN/ 6RW7 <br />BEHIND FIRST TWO COARSE5. <br />(PER ARCH) <br />MA50NRY VENEER <br />DETAIL AT FOUNDATION <br />551 Scab: 5/4' = 1'-0' <br />EXTEN1224"BEYOND <br />EXTENT OF CANOPY. <br />6RWT CELLS MONOLITHIC <br />SAA CUT WEBS AS <br />REOD TO PLACE <br />REINF, BELOA <br />INDICATES 2 95 CONT, IN SOLID <br />GROUT FILLED K.O. BLOCK <br />KNEE HALL. EXTEND BARS <br />ACROS5 ALL .OMB REINFORCING. <br />NOTE: <br />SEE SECTION I/551 FOR <br />TYPICAL NOTES. <br />B) SIM. W 3 N5 CONT. <br />2 SECTION <br />551 Scab: 5/4' = C-O' <br />5 SECTION <br />551 Scab: 5/4' = I'' <br />JOIST MARINO/ <br />v I <br />4 b'xb'y3/6' (4 3/4' 6A6V <br />HOT DIP SALV. W. W 5/B' 0 <br />A-301 ALL -THREADED RODS <br />0 16' 0/C. MAX. DRILLED W INTO <br />PRE -CAST LINTEL / SET W 51MP50N <br />STRONK TIE 5ET' EPDXY. MP. UNO) <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />INDICATES ARCHTECTTRAL <br />EXTERIOR KICK VENEER. — <br />SEE ARCk11. DMGb. FOR <br />BR)GK STACK PROFILE <br />I <br />I <br />I <br />I <br />I <br />I <br />f <br />01-11, <br />SEE DETAIL A/551 FOR <br />DETAIL AT BASE OF <br />BRICK/SLOCK VENEER. <br />TOP OF PARAPET <br />__; . <br />SEE CONN. <br />DETAIL ON 5D4. <br />MEAD HE16HT <br />EL.: PER AROH'L. <br />SILLIf16NT <br />EL.: PER ARC.H'L. <br />OI = POLRED CONCRETE FOOTING <br />PER PLAN. SEE %HEDJLE <br />ON SHEET 5DI FOR SIZE / <br />REINFORCING. <br />© 4' CONCRETE SLAB ON VAPOR BARRIER <br />W/ 6x6 A20/ W20 WHM. REFER TO <br />REQUIREMENTS 1 NOTES FOR SLABS ON <br />6RAOE ON SHEET 5N-I. <br />® SEE DETAIL CONCRETE SLAB <br />EDGE HAUNCH ON SHEET SDI. <br />® • SEE 'VERTICAL BAR SPLICE <br />TABLE' ON SHEET 502 FOR <br />SPLICE REOUIREMENTS. <br />® • VERTICAL MASONRY REINFORCING PER <br />PLAN, SEE DETAILS I, 2, 1 3 ON 5HT. <br />50I FOR BAR PLACEMENT IN CELL. <br />© IN OICATE5 HORIZONTAL MASONRY <br />JOINT REINF. 6 16' 0/6. MAX. SEE <br />DETAILS ON 514EET SDI. <br />OF B" OR I2° CONCRETE BLOCK. <br />® • SEE SILL NOTE ON TYPICAL LINTEL <br />DETAILS OVER M.O.'s ON SHEET <br />502 FOR SILL RE06IREMENT5. <br />QP = LINTEL HEADER OVER MASONRY <br />OPENING. SEE TYPICAL LINTEL <br />DETAILS OVER MD.'s ON SHEET <br />502 FOR REMIREMENT5. <br />@ • POURED CONCRETE BEAM PER PLAN <br />SEE SCHEDULE ON SHEET 5D2 FOR <br />SIZE 1 REIRFORCIN6. <br />II • SEE DETAIL A/503 FOR STIRRUP <br />SPACING OVER M.O.'s (TYPICAL) <br />O • TYPICAL BAR LOIS7 BEARING <br />PLATE. SEE DETAIL ON SHEET <br />W5. (TYP) <br />O STEEL JOIST PER PLAN. <br />14 MTL. DECK TYPE, 6ASE, AND <br />WELDING REOMNTS PER NOTES <br />1 ROOF FRAMING PLAN. <br />® = 4 543'04" CONT. <br />V = 2 05 CONT. IN SOLID 6RMT <br />FILLED KO. BLOCK. <br />O • 50LID GROUT CELL5 <br />0 ALL BOLT LOCATIONS. <br />® • STEEL BEAM PER PLAN. <br />® • SEE DETAIL A/504 FOR COW <br />OF DECK AT INTERIOR ROOF <br />BEAM. <br />® • INDICATES HORIZONTAL MASONRY <br />JOINT REINFORCING 0 16' O/C. MAX. <br />PV 5/16' EYE / PINTS. ER" TIE <br />ASSEMBLY • b' O/C. HORIZ. FIN15H <br />TO BE HOT DIP &ALVANIZEO. OS oz W. FTJ <br />SEE DETAIL Arz&. <br />0 • PROVIDE 14 6A. 5ALV CORRUGATED <br />STRAPS AT 16' 0/C. EACH WAY (HORIZ. <br />1 VERTU AT POUTED CONCRETE. ATTACH <br />W 1/4' 0 xI 3/4' TAPCON MASONRY ANCHOR. <br />PROVIDE 3' MIN. CONTACT IN BRICK BED JOINT. <br />® • 4 3N3NI/4" CONT. HV 5/6' 0 <br />A-301 THREADED RODS 6 <br />16' 0/C. DRILLED 5' INTO <br />MASONRY 1 SET IN SIMP50N <br />STRONG TIE 'SET' EPDXY. <br />© • BENT PLATE 1°0'xl/4" ;L.L.V) <br />CONT. <br />® = I N5 CONT. IN SOLID 6RGIJT FILLED K.O. <br />BLOCK. <br />TOP OF FT'6. <br />_ EL.: PER PLAN <br />`� <br />I SECTION <br />551 Scab: 5/4' = 1-0' <br />©THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN. P.A. STRUCTURAL ENGINES <br />USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. <br />MQ <br />MMLL <br />W <br />J <br />U Z z <br />J 0 w <br />m Q <br />U <br />U) � O p <br />J ~ z <br />Z 0 <br />a:O J j <br />LL <br />IL Z J = <br />NZN� <br />SF/ RM <br />Fro rd"ei�s ai IFr PLY .... <br />I�On iu�lnrt�iR e000. T�H <br />i <br />i <br />i <br />i <br />L 20T3 HARVARD JOLLY, INC. <br />! ec•� <br />