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Home My WebLink About13TYPICAL AT TOP OF COLUMN BEAM - SEE PLAN CBX11.5 z / VARIES SEE ARCH GBX11.5 BEAM - SEE PLAN NOTE: 1. MECHANICAL CONTRACTOR OR ARCHITECT SHALL PROVIDE ALL OPENING SIZES AND LOCATIONS. 2. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12" SQUARE. 3. PROVIDE TYPICAL DECK EDGE ANGLE OR BENT PLATE, PER 07/SA410 . 4. SEEDETAIL05/SA410 FOR ALL OPENINGS REWIRING EQUIPMENT CURBS. TYPICAL TUBE COLUMN MOMENT CONNECTION ,2 TYPICAL SLAB/DECK OPENING DETAIL os SCALE: NTS STL-011_25051 B41 SCALE: -Y4" = 1'-0" :. 032_25051 641 Q 20 GAGE SX RIDGE PLATE -� 3• DUCK_ WORK POINT SECTION ,3 SCALE: Y4• = 1'-0• DET$245_ 25051 B41 CL HSS - CL STUD 0° 4" L 6. -CFS STUD 72-1-2 -UNTEL - SEE SCHEDULE OR PLAN '(SEE PLAN) -GALV PL '4fi•x11%CONT (SEE ARCH FOR LOCATIONS) DETAIL A -UNDERSIDE OF BEAM OR STEEL PLATE - B STL +(VARIES) 2) 1_5z3x)1aO'-5° W/ 4i HA ERECTION BOLT IN ERTICAL SLOTS DETAIL "B, -PL°x10°z1'-0• w/(4) V DIA HILTI HAS RODS W/HIT HYi 50 - 546° MAX EMBED DETAIL ,D, Y4" STIFFENER PLATE - (4 TOTAL) 2 EA SIDE 0 (2) L6x8x46� o 0 LLV w/ (4) 4fi" DIA BOLTS (2) L3x3x% HANGER HSS4x4xY4 UNLESS NOTED \ ^ 'V BASE PLATE W/ (4) 4Y' DIA BOLTS TYP CEJ-� -BEAM STIFFENER PLATE TOTAL) 2 EA SIDE STUB NOTE: SEE FRAMING PLANS FOR STRUCTURAL MEMBER SIZES TYPICAL STUB/HANGER DETAIL - os SCALE: NTS ST nC-25051 141 FLANGES (TYP) SECTION 4 TYPICAL MOMENT CONNECTION10 SCALE: Y4 = 1'-0" DET#24E_25051 841 SCALE: V = 1'-0" DET#180_25051 B41 COLUMN _ 4° TYP A992-G11O FLANGE PLATES, TOP & ED, V� t = Yi'+I:(BEAM) CARMEL CITY CENTER S-0" PEDCOR DESIGN GROUP ROOF CURB CHANNEL Arohitecture! Project Managment: DECK- WHERE C6 CROSSES BEAM 335 Ridgeppint Drive 317Cael 32 .705'.7979 (pone) 317.705.7960 (fax) I i ��tuunun,,, 3% PATTERN W E kc ALL SUPPORTS UNO- ALL PATTERN RUNO k. 8603255 iW_ xx SECTION A - ATTERN ALLPSUPORTS UNOB D" MAX 341 PAT ERN ENTERUNE OF -,CENTERLINE OF BEAM 1 ALL SUPPORTS UNO BEAM MCCOMAS 6 C6 10.5 - - - - NOTES: 1. ALL WELDS SHALL BE 46.0 PUDDLE WELDS .m»r ------------------ ----'-� EXTEND CHANNELS TO 2. USE (1) /10 TEK SCREW SDEI.AP FASTENER PER SPAN UNO. NEXT BEAM IF REQ'D, DO TYPICAL METAL ROOF DECK FASTENER PATTERN o, 1 1� NOT CANTILEVER MORE L3xNYY FRAME AT ' THAN 1'-0" L DUCT OPENINGS SCALE: 4'4" = 1'-0" STL-001x_25051 B41 \-MECHANICAL UNITt I `` L_________________________J C6xIQ5 - MECHANICAL CURB MUST BE 4° MIN -r � CAPABLE OF SPANNING TO COLUMN CENTERLINE" r CHANNEL FRAME PLAN SDE CHANNELS BEAM ROOF CHANNEL FRAME 9 TYP MAX t— /- BEAM Y, Y4• BRG STIFFENER, 4 DIA BALM TYP (ONE EA SIDE OF WEB) TYP THICK CAP u sSti Y4 TYP PSR�o°fit 0` PLA TE (TrP)I'. KEY PLAN FRAMING scue: Nrs CL TYP Y4 4t° DIA BOLT (4 TOTAL) MIN REF NOTE 5 4f6 Developer. wo OPENING Op3" 46" SHEAR TAB- COLUMN P E D C 0 R FN2 G - --� G S �p?V�� DU . COLUMN ? �jw awj zF �tod DEVELOPMENT CO. L3x3xY (TYP) 1. MECH. CONTRACTOR SHALL PROVIDE FABRICATOR WITH CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN) SIZES AND LOCATIONS. Project: 2. REFER TO ARCH DRAWINGS FOR ENING G OF OPENINGS T Y P I C A L STEEL BEAM CONNECTIONS o2 3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12• SQUARE, INCLUDING ROOF DRAIN PANS. 4. PROVIDE CHANNEL FRAME FOR UNITS GREATER THAN 2501bs SCALE: NTS STL-004_25051 641 FGR OPENINGS. 5. PROVIDE FRAMING k SUMP PAN FOR DRAIN PLUS OVERFLOW DRAIN. 6. SEE 08/SA410 FOR OPENING FRAMING FOR DRAINS OR DUCTS IN GARDEN ROOF. TYPICAL ROOF OPENING FRAMING os Z SCALE: NTS STL-71_25051 4 W " UN> Z CIL BEARING BEARING PLATE -BEAM \ - SEE SCHEDULE CU \ ,ABEAM r 1f• EDGE OF PL ._ C TYP Cn BOTH ii „ , N FLANGE GROUTED CMU ---- (3) ` T'i L N N n (NO BEARING li CMU V �/ CL CE (3) /5 x 6'-0° ° i i ON BRICK) �,) WALL CENTERED ON EACH �� • CU SIDE OF COLUMN '---- (2) /5 x32° IN 6• RHORIZEINF JT ( , � DEEP BOND BEAM - REINF cov VERT RDNF FULL HEIGHT (2) 15 02" IN GROUTED GORE (TYP) o' „o IN 8° DEEP ELEVATION SECTION o '�o BOND BEAM o" 'o A. BEAM PARALLEL TO MASONRY WALL ACCESS HOLE CANTILEVER BEAM Izi (TYPICAL)I tay FILL ALL CORES H GROUT / A992-GR50 FLANGE fl(BEAM) CMU � DULL HEIGHT BELOW BEAMWITBEARING FLANGE REMOVED J PLATES TO 1444• WALL FOR CLARITY ii BEAM V CL BEARING AND IF CL WALL TYP FLOOR BEAM CANT CONNECTION @ COLUMN os SCALE: NTS STL-015_25051 841 MAY BE SHOP WELDED FLANGES (TYP) PERIMETER ANGLE FOR CONRETE SLAB (BEAM SEE PLAN 4(6 2-12 LAN MAY BE $NDP WELDED R DETAIL 'C' T STEEL +(VARIES) 5>f• JOIST—ACCESS DETAIL 'B' DECK ANGLE HIS HEADER __61HEADB PERIMETER ANGLE FOR a +(SEE ARCH) (MIN THICKNESS s ROOF DECK (JOIST) o DETAIL 'D' TYPICAL MOMENT CONNECTION „ ROOF DECK (BEAM) ____T/CONC� , , SEE PLAN +(0'-D•) ELEVATION STL--02425051 B41SCALE: CL HSS - CL STUD 0° 4" L 6. -CFS STUD 72-1-2 -UNTEL - SEE SCHEDULE OR PLAN '(SEE PLAN) -GALV PL '4fi•x11%CONT (SEE ARCH FOR LOCATIONS) DETAIL A -UNDERSIDE OF BEAM OR STEEL PLATE - B STL +(VARIES) 2) 1_5z3x)1aO'-5° W/ 4i HA ERECTION BOLT IN ERTICAL SLOTS DETAIL "B, -PL°x10°z1'-0• w/(4) V DIA HILTI HAS RODS W/HIT HYi 50 - 546° MAX EMBED DETAIL ,D, Y4" STIFFENER PLATE - (4 TOTAL) 2 EA SIDE 0 (2) L6x8x46� o 0 LLV w/ (4) 4fi" DIA BOLTS (2) L3x3x% HANGER HSS4x4xY4 UNLESS NOTED \ ^ 'V BASE PLATE W/ (4) 4Y' DIA BOLTS TYP CEJ-� -BEAM STIFFENER PLATE TOTAL) 2 EA SIDE STUB NOTE: SEE FRAMING PLANS FOR STRUCTURAL MEMBER SIZES TYPICAL STUB/HANGER DETAIL - os SCALE: NTS ST nC-25051 141 FLANGES (TYP) SECTION 4 TYPICAL MOMENT CONNECTION10 SCALE: Y4 = 1'-0" DET#24E_25051 841 SCALE: V = 1'-0" DET#180_25051 B41 COLUMN _ 4° TYP A992-G11O FLANGE PLATES, TOP & ED, V� t = Yi'+I:(BEAM) CARMEL CITY CENTER S-0" PEDCOR DESIGN GROUP ROOF CURB CHANNEL Arohitecture! Project Managment: DECK- WHERE C6 CROSSES BEAM 335 Ridgeppint Drive 317Cael 32 .705'.7979 (pone) 317.705.7960 (fax) I i ��tuunun,,, 3% PATTERN W E kc ALL SUPPORTS UNO- ALL PATTERN RUNO k. 8603255 iW_ xx SECTION A - ATTERN ALLPSUPORTS UNOB D" MAX 341 PAT ERN ENTERUNE OF -,CENTERLINE OF BEAM 1 ALL SUPPORTS UNO BEAM MCCOMAS 6 C6 10.5 - - - - NOTES: 1. ALL WELDS SHALL BE 46.0 PUDDLE WELDS .m»r ------------------ ----'-� EXTEND CHANNELS TO 2. USE (1) /10 TEK SCREW SDEI.AP FASTENER PER SPAN UNO. NEXT BEAM IF REQ'D, DO TYPICAL METAL ROOF DECK FASTENER PATTERN o, 1 1� NOT CANTILEVER MORE L3xNYY FRAME AT ' THAN 1'-0" L DUCT OPENINGS SCALE: 4'4" = 1'-0" STL-001x_25051 B41 \-MECHANICAL UNITt I `` L_________________________J C6xIQ5 - MECHANICAL CURB MUST BE 4° MIN -r � CAPABLE OF SPANNING TO COLUMN CENTERLINE" r CHANNEL FRAME PLAN SDE CHANNELS BEAM ROOF CHANNEL FRAME 9 TYP MAX t— /- BEAM Y, Y4• BRG STIFFENER, 4 DIA BALM TYP (ONE EA SIDE OF WEB) TYP THICK CAP u sSti Y4 TYP PSR�o°fit 0` PLA TE (TrP)I'. KEY PLAN FRAMING scue: Nrs CL TYP Y4 4t° DIA BOLT (4 TOTAL) MIN REF NOTE 5 4f6 Developer. wo OPENING Op3" 46" SHEAR TAB- COLUMN P E D C 0 R FN2 G - --� G S �p?V�� DU . COLUMN ? �jw awj zF �tod DEVELOPMENT CO. L3x3xY (TYP) 1. MECH. CONTRACTOR SHALL PROVIDE FABRICATOR WITH CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN) SIZES AND LOCATIONS. Project: 2. REFER TO ARCH DRAWINGS FOR ENING G OF OPENINGS T Y P I C A L STEEL BEAM CONNECTIONS o2 3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12• SQUARE, INCLUDING ROOF DRAIN PANS. 4. PROVIDE CHANNEL FRAME FOR UNITS GREATER THAN 2501bs SCALE: NTS STL-004_25051 641 FGR OPENINGS. 5. PROVIDE FRAMING k SUMP PAN FOR DRAIN PLUS OVERFLOW DRAIN. 6. SEE 08/SA410 FOR OPENING FRAMING FOR DRAINS OR DUCTS IN GARDEN ROOF. TYPICAL ROOF OPENING FRAMING os Z SCALE: NTS STL-71_25051 4 W " UN> Z CIL BEARING BEARING PLATE -BEAM \ - SEE SCHEDULE CU \ ,ABEAM r 1f• EDGE OF PL ._ C TYP Cn BOTH ii „ , N FLANGE GROUTED CMU ---- (3) ` T'i L N N n (NO BEARING li CMU V �/ CL CE (3) /5 x 6'-0° ° i i ON BRICK) �,) WALL CENTERED ON EACH �� • CU SIDE OF COLUMN '---- (2) /5 x32° IN 6• RHORIZEINF JT ( , � DEEP BOND BEAM - REINF cov VERT RDNF FULL HEIGHT (2) 15 02" IN GROUTED GORE (TYP) o' „o IN 8° DEEP ELEVATION SECTION o '�o BOND BEAM o" 'o A. BEAM PARALLEL TO MASONRY WALL ACCESS HOLE CANTILEVER BEAM Izi (TYPICAL)I tay FILL ALL CORES H GROUT / A992-GR50 FLANGE fl(BEAM) CMU � DULL HEIGHT BELOW BEAMWITBEARING FLANGE REMOVED J PLATES TO 1444• WALL FOR CLARITY ii BEAM V CL BEARING AND IF CL WALL TYP FLOOR BEAM CANT CONNECTION @ COLUMN os SCALE: NTS STL-015_25051 841 MAY BE SHOP WELDED FLANGES (TYP) PERIMETER ANGLE FOR CONRETE SLAB (BEAM SEE PLAN 4(6 2-12 LAN MAY BE $NDP WELDED R SEE PLAN )6 2_12 5>f• JOIST—ACCESS NT, UNO - STUDS DECK ANGLE 36. OC OR BENT PL PERIMETER ANGLE FOR BEAM- CONT - (MIN THICKNESS = Y4•) ROOF DECK (JOIST) PERIMETER ANGLE FOR TYPICAL MOMENT CONNECTION „ ROOF DECK (BEAM) ANGLE CONNECTION o7 , , SEE PLAN DECK ANGLE OR BENT PL CONT - (MIN THICKNESS w T_7r= Y4°) DECK ANGLE OR BENT PL CONT - (MIN THICKNESS 4f6 � 1 YL _. E-BEAM BEARING PLATE - SEE SCHEDULE - I( HOLD BRG PL BACK 14" FROM FACE OF WALL �(2) s5 x32• CMU BEARING PL BID SET 8.200 LONG IN 8• DEEP WALL BOND BEAM SECTION PLAN Issue Date Drawn By Checked By 12/04/06 LKPA JAF B. BEAM PERPENDICULAR TO MASONRY WALL Revisions: TYPICAL BEAM BEARING ON MASONRY o3—LIN1111e.zoo 01z. SCALE: NTS 7L -0n62505' 5841 TYP BOTH FLANGES (3) i5 x 6'-0• � CENTERED ON EACH SDE OF GkUMN Project Number 25051 Sheet Title: SECTIONS AND DETAILS Sheet Number. FLANGE REMOVED FOR J CLARITY JOIST—ACCESS HOLE— (TYPICAL) I CANTILEVER BEAM PERIMETER ANGLE FOR PERIMETER ANGLE FOR A992-GR50 FLANGE df BEAM) PLATES Tae t=Y;' ROOF DECK (JOIST) ROOF DECK (JOIST) S 114 1 0 TYPICAL MOMENT CONNECTION „ TYPICAL PERIMETER ANGLE CONNECTION o7 FLOOR BEAM CANT CONNECTION @ COLUMN DB41 SCALE: -W = 1'-0" r,FTp1E1 2so51 B41 SCALE: 4'4" = 1'-0" STL--02425051 B41SCALE: NTS STL-014_25051