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COORDINATE LOCATION WITH ARCHITECTURAL ELEVATIONS / STUCCO JOINTS. MAX. SPACING - 32' -0" U.N.O. DISCONT. JOINT REINFORCING AT MASONRY CONTROL JOINT VERTICAL BAR IN GROUTED CELL AT EACH SIDE OF JOINT. PRE -MOLDED RUBBER INSERT RAKE JOINT AND CAULK MSONRY CONTROL JOINT DETAIL SCALE. 1 1/2" - 1'-0" i VERT. REINF. ADJACENT TO i OPENING PER PLAN. OPEN K.O. BLOCK w/ (U 05 CONT. - EXTEND HORIZ. REINF. INTO CELL ADJACENT TO OPENING. HORIZONTAL JOINT REINFORCEMENT AT FIRST AND SECOND COURSE BELOW OPENINGS. RUN CONTINUOUS OR EXTEND 2'-0" MIN. BEYOND OPENING. TYPICAL DETAIL AT WINDOW SILLS 6 COR OTR O �NINS� SUCfC CONNECTION - LVATION SCALE: DISCONTINUE HORIZ. JOINT REINFORCING AT MASONRY CONTROL JOINT. RAKE JOINT AND CAULK f CONTINUE JOINT FROM TOP OF J FOOTING TO BOTTOM OF ROOF TIE BEAM. DO NOT CUT TIE BEAM REINFORCING At C M U JOINT PROVIDE (1) VERT. BAR IN GROUT FILLED CELL AT *2 HAIRPIN TIES CORNERS AND INTERSECTING AT 16" O.C. WALLS. REFER TO PLAN FOR ADDITIONAL REINFORCEMENT. -VERTICAL BAR IN - - --- - --- -----1--- GROUTED CELL AT EACH SIDE OF JOINT. I O r- 1r,; y,;1 OJ v ,1A� — — — — — - - PRE -MOLDED RUBBER I I I I INSERT I s, (1) VERT. BAR IN I I PREFABRICATED EACH ADJACENT TEE JOINT I I GROUT FILLED I I REINFORCING UNITS. I f I f CELL. REFER TO I I LAP HORIZ. JOINT PLAN FOR REINF. 6" (MIN.) TYP. 1 ADDITIONAL I REINFORCEMENT. NON- INTERLOCKING PROVIDE (3) VERT. BARS IN GROUT FILLED CELL AT CORNERS AND INTERSECTING WALLS. REFER TO PLAN FOR ADDITIONAL REINFORCEMENT. 1.e ,•1 , --,� -- — —i— , L_- -- -- - - �, PROVIDE DUMMY JOINT IN COORDINATE LOCATION OF I `+ :. I PREFABRICATED CONCRETE BEAMS. MASONRY CONTROL JOINTS CORNER JOINT WITH ARCHITECTURAL I 1 REINFORCING UNITS. ELEVATIONS LAP HORIZ. JOINT REINF. MAX. SPACING 32'-0" U.N.O. 6 (MIN.) TYP. TYPICAL REINF. DETAIL AT CORNERS MASONRY CONTROL JOINT DETAIL AND INTR'SCTINC �JALLS SCALE: N.T S. 3" MAX. CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC FOR ADDITIONAL INFORMATION. STEEL BEAM. REFER TO PL WF BEAM SIZE BOLTS WS 2 ROWS W10 2 ROWS W12 3 ROWS W14 3 ROWS W16 4 ROWS W18 4 ROWS W21 5 ROWS W2 5 O S W27 6 ROWS W30 6 ROWS v r+�✓reow �wv DOUBLE ANGLE BEAM CONNECTION w/ 3/4" 0 A325 BOLTS IN 13/16" 41 HOLES D L, ANGLE SCAM CONNECTION SCALE: N.T.-A. WF BEAM SIZE BOLTS NGTH iE LEIIHII NO. OF STUDS Hall W8 2 ROWS 8" 4 W10 2 ROWS 8" 4 W12 3 ROWS 13" 6 W14 3 ROWS 13" �o W16 4 ROWS IS" 8 WIS 4 ROWS 18" 8 W21 5 ROWS 23" 10 4 27 R 6 RO S " 28 ` 12 W30 6 ROWS 28" 12 I CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. SCALE: 3/4" - I'-0" I COMER BARS SAME QUANTITY, SIZE, AND LOCATION AS LARGEST TOP BARS, BOTTOM BARS, AND INTERMEDIATE z BARS FROM � DISCONTINUOUS BEAM — W- A TYP. I I w� m0 �r HORIZONTAL JOINT REINFORCEMENT AT FIRST AND SECOND BLOCK COURSE ABOVE OPENINGS. RUN CONTINUOUS OR EXTEND 2'-0" MIN. BEYOND OPENING. PRECAST CONCRETE U-LINTEL w/ (1) w5 CONT. GROUT SOLID U.N.D. REFER t0 5/54.2. OPEN PROVIDE SLOTTED HOLE IN I BOTTOM OF LINTEL FOR PLACEMENT OF REBAR AND GROUT. all MIN. SEARING ON MASONRY MASONRY OR CONCRETE TIE BEAM. REFER PLAN. GROUT ALL CE SOLID ABOVE PRECAST LINTEL. NOTE: PROVIDE 8" BEARING EA. END OF LINTEL. NOTCH ENDS TO ALLOW VERT. REINF. TO BE CONT.. PRECAST CONCRETE U-LINTEL w/ (1) 05 CONT. GROUTED SOLID U.N.O. • HORIZ. JOINT REINF. ) REFER TO 4/54.2, SEE ARCH. FOR n TOP/WINDOW, DOOR :4)jlrl ICAL PRECAST LINTEL DETAIL5 YPIC�t��%��C�ST LINTEL D�T�41LSL: 3/4" = I'-0" SCALE: 1 CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO * FILLET WELD = 1/16" LESS THAN IDTHI, STRUCTURAL. STEEL SECTION OF STRUCT. SOLID WALL THICKNESS 'I II NOTES/SPEC FOR ADDITIONAL INFORMATION. 1,30 BAR 4, L44 L30 BAR 0 LAP � 2'-0" MIN. 2'-0" MIN, TYPICAL INTERSECTION OF CORNER BARS AT CONCRETE WALLS, SEAMS, AND TIE 5EAM5 CORNER 5AR6 $A- QUANTITY, SIZE, AN LOCATION AS LAR TOP BARS, SOTTO BARS, AND INTER' BARS FROM DISCONTINUOUS BE TYP. 48 BAROLAP ' 30" MIN. TYPICAL INTERSECTION OF CORNER BARS AT MASONRY WALL AND TIE SEAMS TYPICAL CORNER SAR DETAIL NOT TO SCALE LOCATE SHEAR IE AT FACE OF BEAM (OFFSET SHEAR iE/BEAM FROM WALL �, AS REQ'D.) I --- —-- - ----- �_ PLAN VIEW �1 CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC FOR ADDITIONAL INFORMATION. r m fi TYP}- * STEEL BEAM. i REFER TO PLAN. j BOLTED SHEAR M CONN� AT COLUMN w/ 3/414 A325 BOLTS IN 13/16"(P HOLES (NOTE BOLTS IN SINGLE SHEAR). MATCH M THICKNESS w/ BEAM WEB. HSS COLUMN. —�- REFER TO PLAN. WELDED CAP B 1/2" AT TOP OF COLUMN. WF BEAM SIZE BOLTS WS 2 ROWS W10 2 ROWS Wit 3 ROWS W14 3 ROWS WI& 4 ROWS W18 4 ROWS W21 5 ROWS • tir 5EAM-GOLD" IN CONNECTION SCALE: 3/4" = 1'-0" METAL ROOF DECK. REFER TO PLAN. NOTES/SPEC. FOR ADDITIONAL EMBED a 1/2" x 0'-7" w/ INFORMATION. 3/4"0 WELDED HEADED EMBED fE'. 1/2" w/ 3/4"� THREADED STUDS AND 1/8"A"x5" HEADED STUDS AND 1/8"xl" STEEL BARS (WELDED) m m - = STEEL BARS (WELDED) WHERE STEEL BEAM STEEL BEAM. 2°( REFER TO PLAN. m __ m DOES NOT FRAME INTO m ^ = WHERE STEEL BEAM DOES NOT m = CONCRETE COLUMN OR - = FRAME INTO CONCRETE COLUMN DELENGTH m __� OR BEAM, PROVIDE A MINIMUM OF MINIMUM OF I REFER TO e/54.2 24" LENGTH OF CONCRETE TIE BEAM w/ (2) 05 TOP 4 BOTT. w! SHEAR OF CONCRETE TIE BEAM 3 TIES At 8" O.G. SINGLE PLATE BEAM CONNECTION w/ 3/4'4 A325 BOLTS IN w/ (2) �5 TOP 4 BOTT. w/ 03 TIES AT 8" O.C. LONG -SLOTTED HOLES. SHIP LOOSE HSS COLUMN. AND TACK WELD NUT TO BOLT WALL AND TIE BEAM N. REFER t0 PLAN. WALL AND TIE BEAM SHOWN FOR AFTER ERECTION. SHEAR PLATE SHOWN FOR REFERENCE DOUBLE ANGLE BEAM-' REFERENCE ONLY. REFER TO PLANS THICKNESS TO MATCH BEAM WEB ONLY. REFER TO PLANS CONNECTION w/ LONG FOR SPECIFIC CONDITIONS. (MIN.). REFER 12/54.2 FOR FOR SPECIFIC SLOTTED HOLES. SHIP ADDITIONAL INFORMATION. CONDITIONS. LOOSE AND TACK WELD NOTE: NUT TO BOLT AFTER SLOT BEAM WEB OR REFER NOTE: ERECTION t0 STRUCT. NOTES/SPECS REFER TO STRUCT. NOTES/SPECS. AAAFOR COVER PLATE AT FOR COVER PLATE AT 14 SECTION LONG -SLOTTED HOLES. LONG -SLOTTED HOLES. 1 � SOL T CL��TERLT��TEfp1SCALE: L4" x 3" x 1/4" (L.L.V.) ' — SEE PLAN. JOIST er=ARING GI I I I I I I I I I i BOTTOM 112 3/8" x 6" I I I 1 1 WELDED CAP iE 1/2" At TOP OF 1 I COLUMN. 1 I I I I I , I I I 1 I I I , I I I I � I SEE PLAN 1/4" STIFF }1? EACH SIDE. NOT REQUIRED AT SIDES w/ DBL ANGLE BEAM CONNECTION. ' I�I 1/4" STIFF IE? I I SLOTTED THRU j 1 CAP I£ 1/2" w/ HSS COLUMN I I (4) 3/4"0 A325 BOLTS TYP. I I I I I I HSS COLUMN. I I I I I'I REFER TO PLAN, I I IA I 10 ST�L S�AI„I S�A�'INC� NOT TO SCALE CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC FOR ADDITIONAL INFORMATION. m m CE m CC 4 � X DOUBLE ANGLE BEAM CONNECTION w/ 3/4") A325 % BOLTS IN LONG SLOTTED HOLES. SHIP LOOSE AND TACK WELD NUT TO BOLT AFTER ERECTION. REFER TO 11/54.2 AND 12/64.2. NOTE: SLOT BEAM WEB OR REFER TO STRUCT. NOTES/SPECS FOR COVER PLATE AT LONG -SLOTTED HOLES. 15 S�'�M CONNECT I ON 3/4' � HILTI HIT H-T-150 ADHESIVE ANCHORS, 6 3/4" EMBED. (S" MIN. GA.) W10: (4) ANCHORS (2 EA. SIDE) WI6: (4) ANCHORS (2 EA. SIDE) a 1: ( ) N HO 5 (3 A. SI E) to EXISTING FULLY GROUTED: REINFORCED MASONRY WALL. G.G. TO FIELD VERIFY ANp REINFORCE (EXISTING MASONRY CELLS AS REQUIRED. REFER TO PLAN FOR ADDITIONAL INFORMATION. W10: (2) REINFORCED CELLS W16: (2) REINFORCED CELLS W21: (3) REINFORCED CELLS REVISIONS BY FREV. 4 - 1/25/11 e 0 !n � U U o L) -cr d I �°'°~ ° �z • Q CN 1-") N Cn N ti 1 O a 1 ca 0 8 U P., Aa x' � a o0Ut�7a Z q Mrn CO GG - r 0 i vN W z� ZU LL_ o VE_3 Q LL Zc) a o 0 �w Q N� _ Q) t� 0 o o �� ir; h °O N Qo a _U Z � J N � o as .V) v M C M x V w U — a) 0 Q L .J D M L o < r- >, °- ® Cc s o r,) a� T CL N 0 Lam. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4.2