|
CL
<br />66
<br />77
<br />0
<br />a
<br />�I
<br />ANNEL HEADER,
<br />PLANS
<br />COLUMN CAP AS
<br />OCCURS, REF
<br />DETAIL 4 / S6.21
<br />L5x3-1/2x5/16 LLH, REF
<br />10 / S6.21 SCHEDULE,
<br />FOR BOLT REQUIREMENTS,
<br />KNIFE -THROUGH COLUMN
<br />11 N C-CHANNEL HEADER TO HSS COLUMN
<br />�G1.21 1 91 e 1 9c0
<br />R9
<br />NOTE:
<br />DETAIL APPLIES AT CONDITIONS
<br />WHERE BEAM OCCURS ON ONLY ONE
<br />SIDE OF COLUMN, REF PLAN
<br />(3) SIDES (TYP
<br />__<COL)
<br />TOP ANGLE
<br />HSS COLUMN, FIEF PLAN
<br />5/16
<br />1/2" DIA ERECTION BOLT AS REO'D
<br />3/8" CAP PL TYP —�
<br />-- - -)
<br />HSS BEAM, REF PLAN
<br />SHEAR PL FOR WE BEAM, -
<br />— —
<br />REF DETAIL XXXXXX
<br />I I
<br />1/2"
<br />II
<br />II
<br />GAP
<br />II
<br />II
<br />L4xt" TOP
<br />(3) SIDES (TYP
<br />(TYP)
<br />TOPANDBOT
<br />5/16
<br />ANGLE TO
<br />TYP BOBEAM)
<br />ANGLE TO
<br />COL
<br />12 LISS BEAM TO USS COLUMN
<br />(E) CONC WALL
<br />1/4I� L PL3/8"x4"xAS SHOWN WITH
<br />1/4� (2) SIMPSON TITEN HD
<br />5/3"x4" SCREW ANCHORS
<br />HSS STRONGBACK, -
<br />REF PLAN & ELEVATIONS
<br />HSS TRONGBACK TO CONCRETE WALL - PLAN VIE
<br />11R 11op"Y
<br />X64
<br />AT NORTH
<br />WALL LINE
<br />8
<br />AT EAST /WEST
<br />(E) FLOOD LINE 56.01 WALL LINES
<br />26
<br />m S5.0
<br />ev
<br />C-CHANNEL HEADER WHERE.
<br />OCCURS, REF PLAN & ELEVATIONS
<br />FOR SIZE & CONNECTIONS
<br />- (E) CONC WALL
<br />NEW OPENING
<br />(E) FLOOR LINE
<br />HSS COLUMN, REF
<br />PLAN & ELEVATIONS
<br />(TYP EA SIDE)
<br />CONNECTION TO (E) CONC
<br />WALL REF DETAIL 13 / S6.21
<br />INSTALL HEADERS AND
<br />STRONGIBACKS PRIOR
<br />TO SAWCUT
<br />q621
<br />TYP
<br />1 /4 3" AT
<br />12„
<br />1/4 3" AT
<br />12"
<br />1/4
<br />ME I AL DECK, REF PLAN
<br />�I
<br />600T 150-43 W/#8 SCREW
<br />EA FLANGE EA STUD
<br />600S 162-43 AT 16" OC
<br />#12 SCREW EA STUD
<br />TO ANGLE
<br />600T150-54 W/ #0 SCREW
<br />EA FLANGE EA STUD
<br />L6x4x3/8 x CONT (LLH)
<br />BEAM NOT AT SiM 1/4 3" AT
<br />1 1 /2" 12"
<br />CONDITION a 3" AT
<br />1/. 12„
<br />HSS PER PLAN
<br />- SIDE PL 1/4"x3 1/2"x6" EA SIDE
<br />OF HSS WI (2,) 3/4" DIA BOLTS
<br />PARAPET ROOF AT VESTIBULE - METAL PANEL WALL
<br />111 e 11-011
<br />(3) 80OS162-43 JOISTS
<br />r 5/8" PLYWOOD SHTG
<br />DRAIN, REF ARCH -J I
<br />i
<br />HSS BEAM, REF PLAN
<br />I (
<br />HSS COLUMN BEYOND I
<br />IN WALL
<br />HSS CANOPY BM,
<br />REF PLAN
<br />3/8
<br />CANOPY CONNECTION DETAIL
<br />111 0 1/O01I
<br />LIGHT GAUGE BOX BM W/ 600T150-54
<br />TRACKS AND 120OS162-54 SIDE STUDS
<br />FASTEN TRACK FLANGES TO SIDE
<br />STUDS W/ #10 AT 8" OC
<br />_ CAP PL 3/8"
<br />1/4 0'- 0 3/8"
<br />TYP
<br />© I II I
<br />ID
<br />OI II IO
<br />� II
<br />III
<br />II
<br />II
<br />BEAM, REF PLAN FOR SIZE II REF DETAIL 1/S6.21
<br />AND CONNECTION, TYP FOR SHEAR TADS
<br />WE COL, REF PLAN
<br />WF COL
<br />CAP PL 3/8"
<br />1/4 0'- 0 3/8"
<br />11, TYP
<br />0I[ !I0°
<br />01l 1Ip
<br />01 1 0
<br />BEAM, REF FLAN FOR SIZE —� I I i- REF DETAIL 1/S6.21
<br />AND CONNECTION, TYP FOR SHEAR TABS
<br />HSS COL, REF PLAN
<br />HSS COL
<br />3/8l /
<br />V 1/2" MAX POLYCARBONATE
<br />AND ATTACHMENT BY
<br />5/16 OTHERS
<br />VVT8x18 TAPERED
<br />AS SHOWN
<br />PL 5/8"x8"x8"
<br />191 11-d99
<br />FULL HT SHEAR PL CONNECT PURLIN TO
<br />ABOVE COLUMN EACH BEAM, REF 1 / S6.21
<br />SIDE, REF 1 / S6.21
<br />1/2"
<br />CONT BEAM, -
<br />REF PLAN
<br />1/4
<br />(4) SIDES
<br />114
<br />1/4
<br />aim "mmam
<br />°- PURLIN, REF PLAN
<br />PL 3/4"x8"x AS REQUIRED
<br />W/ (2) 3/4" DIA A325 BOLTS
<br />EACH SIDE OF COLUMN
<br />HSS COLUMN, REF PLAN
<br />PL 3/8" x 6" x 6" (TYP)
<br />1-1/2" RET
<br />TOP AN BOT 1/4
<br />1/4
<br />I/ //:
<br />3/16 1 /4 N
<br />j HSS COLUMN
<br />BELOW, REF PLAN
<br />L3x3x1/4 x 0'-4" 3/8" CAP PL
<br />2" RET TOP
<br />AND BOT 1/4
<br />PL318"x3"x7"
<br />HSS BEAMS TO HSS COLUMN
<br />1 99 1 1-011
<br />C-CHANNEL BEAM BOLTEDCONNECTION SCHEDULE
<br />APPLICABLE C-
<br />(NO) OF
<br />PLATE
<br />PLATE
<br />WELD SIZE
<br />HOLE ����
<br />CHANNEL SIZES
<br />ANCHORS
<br />THICKNESS, @6t66
<br />LE`NG H, "U"
<br />1/4' BOTH
<br />HORIZONTAL SHORT
<br />C 8 x 11.5
<br />B C (2)
<br />5016"
<br />6„
<br />SIDES
<br />SLOTTED HOLES IN PLATE
<br />6+"
<br />1/4" BOTH
<br />HORIZONTAL SHORT
<br />C 10 x 25
<br />(2)
<br />5/161,
<br />SIDES
<br />SLOTTED HOLE. IN PLATE
<br />MC 18 x, 45.8
<br />(5)
<br />5/16"
<br />15"
<br />1/4" BOTH
<br />HORIZONTAL SHORT
<br />SIDES
<br />SLOTTED HOLES IN PLATE
<br />NOTE:
<br />ANCHORS ARE TO BE SIMPSON T ITEN HD 5/8"x4" SCREW ANCHORS.
<br />C-GU NNEL BEAM BOLTED CONNECTION SCHEDULE
<br />11R o 1 f-d91
<br />a
<br />F BEAM BOLTED CONNECTION SCHEDULE
<br />APPLICABLE WF
<br />BEAM SIZES
<br />(NO) OF 3/4" DIA'
<br />A325 BOLTS
<br />PLATE
<br />THICKNESS 66t66
<br />PLATE
<br />LENGTH, IV-
<br />HOLE SIZE
<br />W8, W10
<br />(2)
<br />5/16"
<br />6"
<br />STANDARD HOLE
<br />W12, W14
<br />(3)
<br />5/16"
<br />9"
<br />STANDARD HOLE
<br />-
<br />_
<br />W18
<br />(4)
<br />FW15, 5/16"
<br />------ 12"
<br />STANDARD HOLE
<br />W21
<br />(5)
<br />3/81,
<br />161
<br />STANDARD HOLE
<br />V/V24
<br />(6)
<br />3/8"
<br />181,
<br />HORIZONTAL SHORT
<br />SLOTTED HOLES IN PLATE
<br />COPE FLANGE
<br />AS READ
<br />NO WELD IN KWE BEAM,
<br />JOINT 1/4 REF PLAN
<br />I�
<br />0 -
<br />I0
<br />0
<br />CLR
<br />L
<br />FULL HT STIFF PL, 1 1/2" FULL HEIGHTSHEAR PL "t"x4 1/4"x"L", REF
<br />MATCH SHEAF PL SCHEDULE FOR BOLT REQUIREMENTS
<br />THICKNESS
<br />WE BEAM,
<br />REF PLAN
<br />SINGLE SIDE
<br />KfiF./'iP
<br />I[pd
<br />K c 1 1/2"
<br />1 1/2
<br />1 1/2" < K < 2"
<br />2
<br />2„ < K < 31,
<br />3
<br />K > 3"
<br />K
<br />COPE FLANGE
<br />AS READ
<br />n WF BEAM,
<br />REF PLAN
<br />III
<br />� � J
<br />3/4( I
<br />\-1 1/2"
<br />SHEAF PL "t"x4 1/4"x"L"
<br />1/4 REF SCHEDULE FOR
<br />WE BEAM, BOLT REQUIREMENTS
<br />REF PLAN
<br />IN.DOUBL SIDED
<br />1 TYPICAL BEAM TO BEAM BOLTED CONNECTION
<br />�a ,21 lit
<br />c J I-011
<br />NOTE:
<br />DETAIL APPLIES TO GIRDER BEAMS
<br />(GIRDER BEAMS ARE MEMBERS
<br />SUPPORTING ONE OR MORE OTHER
<br />BEAMS)
<br />3/4" TOP OF COLUMN WHERE
<br />4 1/4`' TYP OCCURS, REF DETAIL 4/S6.21
<br />1YP
<br />WE BEAM, WE BEAM,
<br />REF PLAN REF PLAN
<br />I
<br />CL
<br />II II
<br />L1 L -1
<br />I I
<br />2" RET TOP I I
<br />AND BOT SHEAR PL"t"x"L" REF SCHED 1 1/2"
<br />1/S6.21 FOR BOLT REQUIREMENTS, TYP I I 1/2" PROTRUSION
<br />KNIFE PL THROUGH COLUMN I I
<br />I
<br />REF\ HSS COLUMN REF PLAN, SLOT AS
<br />SCHEDULE REQD FOR PLATE. SLOT SHALL BE
<br />1/S6.21 1/16" WIDER THAN PLATE
<br />L4x3x1/4 x CONT (LLV) WITH
<br />SIMPSON T ITEN HD 1/2"x4" SCREW
<br />ANCHORS AT 24" OC AND WITHIN
<br />8" OF ANGLE ENDS IN A 1-1/2"
<br />VERTICALLY SLOTTED HOLE
<br />STEEL DECKING,
<br />REF PLAN
<br />WF BEAM,
<br />n REF PLAN
<br />(E) CONC WALL
<br />STEEL DECKING TO EXISTING CONCRETE WALL
<br />1 1/2" 0 1 96011
<br />TYPICAL BEAM TO HSS COLUMN BOLTED CONNECTI
<br />119 0 19m011
<br />KNIFE PL "t°x"L" REF (5/8T)
<br />SCHEDULE ON DETAIL 2/S6.21
<br />CL OF BEAM AND COLUMN - !0 REF DETAIL
<br />-1 , 1/56,21
<br />r. >
<br />SHEAR PL"Vx4 1/4"x"L"
<br />REF DETAIL 1/S6.21
<br />„B,' -
<br />PL "t`x(B+1)x°L"
<br />V111 ��
<br />— HSS COLUMN, REF PLAN
<br />KNIFE PL "Cx"L"", REF
<br />DETAIL 1 /56.21
<br />1/4
<br />CL OF BEAM AND COLUMN REF DETAIL
<br />1/S6.21
<br />SHEAR PL 'T'x4 1/4"x"L"
<br />REF DETAIL 1/S6.21
<br />FOR T<318:
<br />PL-"t"x(B-1)x"L"
<br />FOR T> 3/8:
<br />"rr PL 'T'x(B-1 1/2)x"L"
<br />HSS COLUMN, REF PLAN
<br />CITY 01F EVE ETT'
<br />J r RVi°t r C I, i ure PCG`y
<br />j)(PI kL MULTI -SIDED BEAM TO HSS COLUMN CONNECTIONS —
<br />111 = 1'®019
<br />FROUICH
<br />ENGINEERS-.
<br />17700 SW Upper Bccnes Ferry Rd.
<br />Suite #115
<br />Portland, Oregon 97224
<br />Office: f503) 624-7005
<br />Portland, OR. I Bend, OR. I Denver, CO.
<br />Froelich-engineers.carrr�FE# 19- T 172
<br />CONSULTANT
<br />0
<br />0
<br />LU
<br />C)
<br />Cq
<br />00
<br />0
<br />z <
<br />Ly
<br />TITLE
<br /># DATE
<br />DESCRI
<br />A 4/17/2020
<br />PLAN RED
<br />B 5/20/2020
<br />PERMIT k
<br />C 5/20/2020
<br />PLAN RE`
<br />�T1ON
<br />IISIONS
<br />EVIEW 1
<br />/ISIONS
<br />REVISIONS
<br />Luther Checker
<br />DRAWN BY CHECKBY
<br />100% ISSUE SET/BID SET
<br />OIATUS
<br />)4/17/2020
<br />DATE
<br />)28801
<br />PROJECT NUMBER
<br />S6m2l
<br />2020 OTAK, (NC
<br />If this drawing is not 24"x 36" it has been
<br />educedlenlarged. Scale accordingly.
<br />
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