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HomeMy WebLinkAbout68L4x4x5/16 DECK SUPPORT ANGLE BETWEEN BEAMS. SEE 12/S501 METAL DECK, ROOFING, SEE PLAN SEE ARCH DCHIYI, SEE PLAN 1" HORIZ RETURN @ TOP TYP EMBEDDED PL BY - PRECAST SUPPLIER SEE ARCH O T/PARAPET A 18" METAL DECK, 9 3/4" PRECAST SEE PLAN WALL PANEL O co EMBEDDED PL BY E PRECAST SUPPLIER F L4x4x5/16 DECK SUPPORT G ANGLE BETWEEN BEAMS. H SEE 12/S501 \_z METAL DECK, ROOFING, FSEE PLAN SEE ARCH JOIST, BETWEEN JOIST (TYP) SEE PLAN V Lf1IV 1, SEE PLAN 1" HORIZ RETURN @ TOP TYP V 19 SECTION SCALE: 3/4" = 1'-0" SEE ARCH T/PARAPET METAL DECK, ROOFING, SEE PLAN FOR SEE PLAN SEE ARCH SERVICE LOAD SEE PLA T/STEEL 0 0 0 0 0 EMBED PL, BY PRECASTER BEAM, SEE PLAN 1" HORIZ RETURN @ 9 3/4" PRECAST TOP TYP 1/4" WALL PANEL 20 SECTION SCALE: 3/4" = 1'-0" SLAB, SEE PLAN FOR SEE PLAN SERVICE LOAD 9 3/4" PRECAST WALL PANEL SEE PLAN Ij T/SLAB - - - - - - - — — — — — — 0 0 0 0 EMBED PL, BY PRECASTER BEAM, JOIST, SEE PLAN SEE PLAN 1" HORIZ RETURN @ TOP TYP 1/4" 21 SECTION SCALE: 3/4" = 1'-0" A B B 5/16" MIN BASE PL STEEL COLUMN i m U Q - I m U I C C H = DIA HOLE z FOR ANCHOR BOLTS O p (4 TOTAL) W w n COLUMN SIZE O HSS8x8 A 18" B 9" C 6 3/4" O co W Y E 1 1/4" F 6" G 36" H 13/4" C) O Q U CENTERLINE COLUMN PIECE OF = J w AND BASEPLATE � O co W Y T/PARAPET z Q m = -• STEEL COLUMN SERVICE LOAD PER JOIST (2 TOTAL) I I METAL DECK, SEE PLAN � � PLAN VIEW SEE PLAN BETWEEN JOIST (TYP) I EL TOP/PIER SUPPORT HSS5x3x1/4 @ LH JOISTS @ 2'-6" O.C., BY OR FOOTING ANCHOR BOLTS c� z DIA = E SEE PLAN (ROOF OR FLOOR) Z 0 22 -1/2" MAX BASE PLATE DETAIL N.T.S. COPYRIGHT Aspen Group, Inc. © 2009 15 SEE ARCH T/PARAPET NOTE: ALL FRAMED BEAM CONNECTIONS Q METAL DECK,ROOFING, TO HAVE 3/4" 0 A325 -N BOLTS a A325 FIELD BOLTS 11 SEE PLAN SEE ARCH @ 3" O.C. FOR THE FULL DEPTH w w (TYPICAL) OF THE BEAM WEB (UNO) m W BAR 2 1/2"x7"x1'-8" I EMBEDDED PL BY PRECAST BEAM SUPPLIER SEE PLAN 7F/ SEE PLAN Ar SEE PLAN T/STEEL— T/STEEL eJLI BEAM, z JOIST, SEE PLAN SHEAR TAB CONNECTIONS SEE PLAN ARE NOT PERMITTED w w DBL CLIP ANGLES SHOP m WELDED TO BEAM (TYP) II BEAM, 1" HORIZ RETURN SEE PLAN @ TOP TYP 1/4 TYPICAL FRAMED BEAM l i 9 PRECAST 5 CONNECTIONS JOIST GIRDER, WALL PANEL SEE PLAN N.T.S. I SECTION SCALE: 3/4" = 1'-0" SEE ARCH 16 IDS, SECTION SCALE: 3/4" = 1'-0" COLUMN SIZE A HSS14xl4 HSS12xl2 ow B B MIN A 22" 20" BASE PL 5/16 B 11" 10" STEEL C 9" 8 COLUMN D 181/2" 161/2" w E 7 1/2" 6 1/2" p F 5 1/2" 4 1/2" m U G 1 1/2" 1 1/2" H 1 1/4" 1 1/4" U u C C L= DIA HOLE J 6" 6" U) FOR ANCHOR BOLTS K 16" 16" U) (4 TOTAL) n U) Y L 1 3/4" z p U CENTERLINE COLUMN Q AND BASEPLATE D Lu p B E Q STEEL COLUMN, zz04 w SEE PLAN - _ � V)�/ w m - p EL TOP/PIER 0° U OR FOOTING ANCHOR BOLTS I I Y zz C F DIA = H CORNER COLUMN OFFSET TUBE COLUM 17 N BASE PLATE N.T.S. I METAL STUD WALL, SEE ARCH I I I SEE ARCH O I L4x4x5/16 SLAB, CONT SEE PLAN SEE PLAN ---- --- — T/SLAB I BEAM, SEE PLAN 18 JOIST, SEE PLAN SECTION SCALE: 3/4" = 1'-0" 10 SCALE: 3/4" = 1'-0" SEE ARCH T/PARAPET ROOFING, SEE ARCH METAL DECK, SEE PLAN --- -- SEE PLAN T/STEEL ANGLE LACING, SEE PLAN EMBEDDED L4x4x5/16 CONT JOIST, (HEADED STUDS BY PRECASTER) SEE PLAN 9 3/4" PRECAST WALL PANEL 12 SECTION SCALE: 3/4" = 1'-0" SUPPORT ALL 4 SIDES OF RTU W/ L6x4x3/8 ® FRAME AROUND DUCT OPENINGS W/ L3x3x1/4. SEE 1/S-501 RTU, SEE MEP DWGS ROOF MEMBERS. ADD SUPPLEMENTAL ANGLES TO BARJOISTS PER 6/S-501 13 TYPICAL RTU SUPPORT DETAIL METAL DECK, SEE PLAN STEEL JOIST, SEE PLAN WELD TO JOIST BOTTOM CHORD @ PANEL POINT 14 r STEEL BEAM, SEE PLAN I ►011 STEEL JOIST, SEE PLAN WELD TO JOIST BOTTOM CHORD @ PANEL POINT L2 1/2x2 1/2x1/4 BRACE AT MID -SPAN AND AT 10' O.C. FOR UPLIFT FORCES IF THIS DIMENSION IS MORE THAN 4" - ADD (2) L'S 2x2x3/16 AS SHOWN FIELD WELD TO TOP AND BOTT CHORD (FURNISHED AND INSTALLED BY MECH CONTRACTOR) STEEL JOIST SEE PLAN , IF THIS DIMENSION IS MORE THAN 4" - ADD (2) L'S 2x2x3/16 AS SHOWN FIELD WELD TO TOP AND BOTT CHORD (FURNISHED AND INSTALLED BY MECH CONTRACTOR) JOIST REINFORCING DETAIL 7 SECTION 9 SCALE: 3/4" = 1'-0" N.T.S. ROOF OR FLOOR 3/4" CAP SECTION HSS14x14 PIECE OF SCALE: 3/4" = 1'-0" HSS2 1/2x2 1/2x3/16 Y z SEE ARCH OIL I w a SHOES. WELD TO T/PARAPET ROOFING, SEE PLAN FOR SUPPORT BEAM SPAN 0 c SEE ARCH SERVICE LOAD PER JOIST (2 TOTAL) I I METAL DECK, HSS2 1/2x2 1/2x3/16 PLAN VIEW SEE PLAN BETWEEN JOIST (TYP) EMBED PL 5" x 8" SUPPORT HSS5x3x1/4 @ LH JOISTS @ 2'-6" O.C., BY CONTINUOUS BEAM SIMPLE BEAM (TOP OF COLUMN) PRECASTER - 3 1/2" MIN STEEL BEAM 3/4" SEE PLAN (ROOF OR FLOOR) Z 0 T/STEEL -1/2" MAX EMBED PL 5" x 8" � � I @ 2'-6" O.C., BY 4 1/2" 4 1/2" PRECASTER _ 0 3/4"0 BOLTS L5x5x3/8x CONT 9 3/4" PRECAST I l 3/8" PLATE JOIST, W/ 3/8" STIFF PL, WALL PANEL 0 SHEAR TAB SEE PLAN EACH JOIST 3/8" PLATE 1 1/16" 1 1/16" NOTE: PRECAST PANEL TO BE 3/16" DESIGNED FOR 500 PLF MIN MAX I I SHEAR LOAD TUBE COLUMN TUBE COLUMN - 41 SECTION 6 SCALE: 3/4" = 1'-0" SEE ARCH T/PARAPET ROOFING, SEE ARCH METAL DECK, SEE PLAN --- -- SEE PLAN T/STEEL ANGLE LACING, SEE PLAN EMBEDDED L4x4x5/16 CONT JOIST, (HEADED STUDS BY PRECASTER) SEE PLAN 9 3/4" PRECAST WALL PANEL 12 SECTION SCALE: 3/4" = 1'-0" SUPPORT ALL 4 SIDES OF RTU W/ L6x4x3/8 ® FRAME AROUND DUCT OPENINGS W/ L3x3x1/4. SEE 1/S-501 RTU, SEE MEP DWGS ROOF MEMBERS. ADD SUPPLEMENTAL ANGLES TO BARJOISTS PER 6/S-501 13 TYPICAL RTU SUPPORT DETAIL METAL DECK, SEE PLAN STEEL JOIST, SEE PLAN WELD TO JOIST BOTTOM CHORD @ PANEL POINT 14 r STEEL BEAM, SEE PLAN I ►011 STEEL JOIST, SEE PLAN WELD TO JOIST BOTTOM CHORD @ PANEL POINT L2 1/2x2 1/2x1/4 BRACE AT MID -SPAN AND AT 10' O.C. FOR UPLIFT FORCES IF THIS DIMENSION IS MORE THAN 4" - ADD (2) L'S 2x2x3/16 AS SHOWN FIELD WELD TO TOP AND BOTT CHORD (FURNISHED AND INSTALLED BY MECH CONTRACTOR) STEEL JOIST SEE PLAN , IF THIS DIMENSION IS MORE THAN 4" - ADD (2) L'S 2x2x3/16 AS SHOWN FIELD WELD TO TOP AND BOTT CHORD (FURNISHED AND INSTALLED BY MECH CONTRACTOR) JOIST REINFORCING DETAIL 7 SECTION 9 SCALE: 3/4" = 1'-0" N.T.S. ROOF OR FLOOR 3/4" CAP BAR JOISTS HSS14x14 PIECE OF HSS8x8 HSS2 1/2x2 1/2x3/16 Y z BETWEEN BAR JOIST I w a SHOES. WELD TO p TOP FLANGE OF DECK DECK SUPPORT BEAM SPAN 0 c SPAN TOP FLANGE OF (2 TOTAL) I I SUPPORT BEAM TUBE PLAN VIEW PLAN VIEW NOTE: PIECE OF TUBE REQUIRED WHENEVER DECK CHANGE OCCURS. TYPICAL DECK SUPPORT IEPDXY rIVRILViv I nL IJfNILJt711vV PER STEEL JOIST INSTITUTE HORIZONTAL BRIDGING N.T.S. oIJL I LV VInVVIVnL UI\IDGING PER STEEL JOIST INSTITUTE BOLTED DIAGONAL BRIDGING TYPICAL BRIDGING ANCHORAGE N.T.S. OQGS�ti� � �O OFA GOQ ���OQ G� GSO�S� L3x3x1 /4 (TYP) OAF \ NiNc S/ZF O\S� �I cx, J � L FRAME REQ'D FOR ALL OPENINGS GREATER THAN 1'-0" & @ ROOF DRAINS 1 TYPICAL ROOF OPENINGS N.T.S. STEEL BEAM 3/8" BRG STIFFENER STEEL BEAM (ONE EA SIDE OF WEB, 3/16" TYP) TYP 3/16" I � 1 I � I 5/8" DIA PUDDLE WELDS AT 12" O.C. (36/7) (TYP AT INTERMEDIATE S/pF (SUPPORTS) �qo No. 10 SELF -TAPPING 1" MIN RETURN 1. DECK TU HAVE 36" NE I UUVEKAUE l AND SHALL BE THREE OR MORE INTERMEDIATE SPAN CONTINUOUS SUPPORT 2. No. 10 SELF -TAPPING SCREWS OR POWDER ACTUATED ANCHORS S� MAY BE SUBSTITUTED FOR PUDDLE WELDS TYPICAL ROOF & FLOOR DECK 3 ATTACHMENT N.T.S. A 5/ 16'�M I N B B BASE PL STEEL METAL DECK, COLUMN SEE PLAN SEE PLAN gk! T/STEEL m IL QSTEEL JOIST, STEEL JOIST, m SEE PLAN SEE PLAN p GIST GIRDER,° C C SEE PLAN g w 1�-_ O'�IV H = DIA HOLE = z FOR ANCHOR BOLTS II U (4 TOTAL) I z z = 3/4" CAP 00 HSS14x14 PLATE (TYP) HSS8x8 HSS6x6 HSS5x5 A 22" 20" 14" 3/4"0 BOLTS 3" (TYP) 3/4"0 BOLTS (4 TOTAL) 10" (2 TOTAL) I I 6" TUBE COLUMN MIN 8" 5 112" 3/ 16" -TUBE COLUMN D CONTINUOUS BEAM SIMPLE BEAM (TOP OF COLUMN) 1" - 3 1/2" MIN STEEL BEAM 3/4" E (ROOF OR FLOOR) Z 0 ^ -1/2" MAX /6" � � I TYP >3/'l 4 1/2" 4 1/2" 6" _ 0 3/4"0 BOLTS 0 12" I l 3/8" PLATE I I l 0 H 0 SHEAR TAB I I 0 3/8" PLATE 1 1/16" 1 1/16" THRU COLUMN 3/16" m0 MAX I I C)LL TUBE COLUMN TUBE COLUMN - 41 SIMPLE BEAM (MID COLUMN) SIMPLE SHEAR TAB 0 USE ONLY WITH ~ a Z CONNECTIONS REQUIRING TEE SECTION FABRICATED STEEL BEAM 3-3/4"0 A325 BOLTS OR LESS FROM 3/8" PLATE (ROOF OR FLOOR) WELDED TO FACE OF TUBE � I 0 X3/4"0 BOLTS I � o ow 0 I I I � NOTE: TUBE COLUMN 3/16" SEE FRAMING PLANS c FOR MEMBER SIZES ALTERNATE -SIMPLE BEAM (MID COLUMN) TYPICAL TUBE COLUMN 2 CONNECTION DETAILS 5/8" DIA PUDDLE WELDS AT 12" O.C. (36/7) (TYP AT INTERMEDIATE S/pF (SUPPORTS) �qo No. 10 SELF -TAPPING 1" MIN RETURN 1. DECK TU HAVE 36" NE I UUVEKAUE l AND SHALL BE THREE OR MORE INTERMEDIATE SPAN CONTINUOUS SUPPORT 2. No. 10 SELF -TAPPING SCREWS OR POWDER ACTUATED ANCHORS S� MAY BE SUBSTITUTED FOR PUDDLE WELDS TYPICAL ROOF & FLOOR DECK 3 ATTACHMENT N.T.S. A 5/ 16'�M I N B B BASE PL STEEL METAL DECK, COLUMN SEE PLAN SEE PLAN gk! T/STEEL m IL QSTEEL JOIST, STEEL JOIST, m SEE PLAN SEE PLAN p GIST GIRDER,° C C SEE PLAN g w 1�-_ O'�IV H = DIA HOLE = z FOR ANCHOR BOLTS II U (4 TOTAL) I z z = O Q WELD TO JOIST BOTTOM WELD TO JOIST BOTTOM v D CENTERLINE COLUMN CHORD @ PANEL POINT CHORD @ PANEL POINT Lu p J AND BASEPLATE I OOf O a z QI I STEEL COLUMN m SEE PLAN EL TOP/PIER OR FOOTING BRACE AS REQ'D. BY ANCHOR BOLTS c� Oz JOIST GIRDER SUPPLIER. DIA = E MINIMUM TWO PER JOIST GIRDER SPAN. - - SECTION 4 TUBE COLUMN BASE PLATE SCALE: 3/4" = 1'-0" N.T.S. COLUMN SIZE 00 HSS14x14 HSS12xl2 HSS8x8 HSS6x6 HSS5x5 A 22" 20" 14" 12" ill, B ill, 10" 7" 6" 5 1/2" C 9" 8" 5 112" 4 1/2" 4" D 1 1/2" 1 1/2" 1" 1" 3/4" E ~ Z 0 ^ F 6" 6" 1 3/8" 4 1/2" 4 1/2" G 16" 16" 12" 12" 12" H 1 3/4" 1 3/4" 1 5/16" 1 1/16" 1 1/16" O Q WELD TO JOIST BOTTOM WELD TO JOIST BOTTOM v D CENTERLINE COLUMN CHORD @ PANEL POINT CHORD @ PANEL POINT Lu p J AND BASEPLATE I OOf O a z QI I STEEL COLUMN m SEE PLAN EL TOP/PIER OR FOOTING BRACE AS REQ'D. BY ANCHOR BOLTS c� Oz JOIST GIRDER SUPPLIER. DIA = E MINIMUM TWO PER JOIST GIRDER SPAN. - - SECTION 4 TUBE COLUMN BASE PLATE SCALE: 3/4" = 1'-0" N.T.S. cc �mo 00 #: 0954 W Wim �Z c:J N W � W � Qa Z � U J W ♦--+ vi o < UQ U � H � Z w o m LO .0 _0 Q L cu ~ Z 0 ^ w U U) U Q -o Z m0 U VJ v/ C)LL 0 ami E ~ a Z N C a)U ow 0 c p W .m � p m LU M Q v C) Lmz cc �mo 00 #: 0954 W Wim �Z c:J N W � W � Qa Z � U J W ♦--+ vi o < UQ U � H � Z w o m LO S T 'e No. �. 870268 *_ Q NATE OF o a� v \� �ON.A,L.. //111111111\0 SEAL: N co po • 0z 0-- x U LU E o rn U � J FILE NAME: DATE: 4-13-10 DRAWN BY: DH SHEET: S-501 00 #: 0954 U c:J N O Z ♦--+ vi o � 0 UQ -� � � Z .0 _0 Q L cu ~ Z 0 ^ w ^I..L W U) U Q n� LL U VJ v/ C)LL 0 N N co po • 0z 0-- x U LU E o rn U � J FILE NAME: DATE: 4-13-10 DRAWN BY: DH SHEET: S-501 LEI PROJECT #: 0954