|
1 11 _ Imo_ _
<br />a
<br />STEEL BEAM
<br />PER PLAN.
<br />CON(. BEAM
<br />PER PLAN.
<br />3/4" m OR 11& m x 6"
<br />LONG HEADED 5TUD5.
<br />SEE DETAIL 57ANDARD
<br />BOLT CLLSTER TABLE Y'
<br />FOR FACER 1 0
<br />7Y. OF
<br />ANCHORS.
<br />STEEL BEAM q/IR
<br />PER PLAN. T�+
<br />(1) 3/6" FIN R 1 3/4° 4
<br />THR1 BOLTS. REFER TO
<br />DETAIL HrJ FRAMED
<br />BEAM CONNECTION
<br />TABLE X.
<br />NOTE:
<br />PROVIDE GLAN7I7Y AND DIAMETER OF HEADED
<br />STUD TO MATCH BOLT REQUIREMENT OF TABLE 'Y'.
<br />DETAIL BEAM CONNECTION
<br />AT END OF MASONRY WALL
<br />W/ DOUBLE FIN PLATE
<br />NO SCALE:
<br />STEEL BEAM
<br />PER PLAN.
<br />SEE FRAMED BEAM
<br />STEEL BEAM
<br />CONNECTION DETAIL
<br />PER PLAN.
<br />PER TABLE 'X'
<br />SEE FRAMED BEAM
<br />O O
<br />CONNECTION DETAIL
<br />PER ABLE X'
<br />INDICATES CENTER OF
<br />INDICATES SIDE FACE
<br />STEEL COLUMN WEB
<br />OF STEEL FLANGE
<br />THICKNESS.
<br />I
<br />COLUMN.
<br />CONT. STEEL COLUMN
<br />CONT. STEEL GOLLMN
<br />PER PLAN.
<br />PER PLAN,
<br />DETAIL 57EEL BEAM CONNECTION WHERE
<br />BEAM FRAMES INTO COLUMN WEB
<br />NO SCALE:
<br />STEEL BEAM 5TEEL BEAM 1
<br />PER PLAN. PER PLAN.
<br />I
<br />SEE FRAMED BEAM STEEL BEAM
<br />CONNECTION DETAIL PER PLAN.
<br />I PER TABLE '%'
<br />1 SEE FRAMED BEAM
<br />,CONNECTION DETAIL
<br />PER TABLE "X'
<br />INDICATES CENTER OF INDICATE5 51DE FACE
<br />STEEL COLUMN WEB OF STEEL FLANGE
<br />THICKNESS. COLUMN.
<br />CONT. STEEL 'COLUMN CONT. STEEL COLUMN
<br />PER RAN. PER PLAN.
<br />DETAIL STEEL BEAM CONNECTION WHERE
<br />BEAM FRAMES INTO COLUMN WEB AT ROOF
<br />NO SCALE:
<br />STEEL
<br />PER PL
<br />CONT,
<br />PER PL
<br />RAMED BEAM
<br />iGTION DETAIL
<br />TABLE "X"
<br />BEAM
<br />LAN
<br />_ $
<br />DETAIL COLUMN CONNECTION AT
<br />INTERSECTION AT 57EEL BEAMS
<br />NO SCALE:
<br />COL.
<br />GRID
<br />II
<br />II II
<br />II II
<br />II II
<br />STEEL BEAM
<br />it II PER PLAN.
<br />PROVIDE WEB STIFFENERS
<br />7G MATCH GOL FLANGE
<br />I
<br />BELOW (3/b" R MINJ
<br />DSL, BACK TO BACK
<br />G CONN, SUBMIT SHOP
<br />OW5'5 FOR APPROVAL.
<br />(REFER TO TABLE 'X' )
<br />STEEL BEAM
<br />PER PLAN.
<br />SEE PLAN OR COLUMN
<br />SCHEDULE FOR COLUMN
<br />SIZE 4 TYPE.
<br />DETAIL CONTINUOUS BEAM SHEAR SPLICE
<br />NO 5GALE:
<br />STEEL BEAM
<br />PER PLAN.
<br />PROVIDE WEB STIFFENER EA. SIDE
<br />OF STEEL BM. STIFFENER TO MATCH
<br />WALL THICKNESS OF TUBE COLUMN
<br />BELOW (3/b' R MIN)
<br />PROVIDE 112' CAP R N
<br />(4) 3/4' m A-525 BOLTS
<br />(UN.OJ
<br />I
<br />I
<br />SEE PLAN OR COLUMN
<br />SCHEDULE FOR COL,
<br />SIZE 1 TYPE.
<br />DETAIL TUBE COLUMN GONNEGTION
<br />AT CONTINUOUS ROOF BEAM
<br />NO SCALE
<br />STEEL BEAM —STEEL BEAM
<br />PER RAN. PER PLAN,
<br />SEE FRAMED
<br />BEAM CONNECTION
<br />DETAIL PER
<br />TABLE 'X'
<br />1/2" CAP R IN/ (4)
<br />3/4, m A-325 BOLTS
<br />UN.O.
<br />SEE PLAN OR COLUMN
<br />SCHEDULE FOR COLUMN
<br />51ZE 1 TYPE.
<br />DETAIL CONNECTION AT BEAM
<br />SPL I GED ABOVE COLUMN GAP 1�
<br />NO 5GALE:
<br />PROVIDE WEB STIFFENERS
<br />MATCH THICKNESS OF
<br />FLANGE OF COLL"
<br />BELOW (3/6' R MIN,
<br />STEEL BEAM
<br />PER PLAN.
<br />PROVIDE 1/2" LAP It W
<br />'4) 3/4" m A-325 BOLTS
<br />!LxOJ
<br />SEE PLAN OR COLUMN
<br />SCHEDULE FOR COL.
<br />SIZE 4 TYPE.
<br />DETAIL COLUMN CONNECTION
<br />AT CONTINUOUS ROOF BEAM
<br />NO SCALE
<br />CONC. BEAM
<br />PER PLAN.
<br />3/4 11 m OR T/6" m x b
<br />LONG HEADED STUDS
<br />SEE DETAIL STANDARD
<br />BOLT CLUSTER TABLE Y'
<br />FOR FACE It Ott. OF
<br />ANCHORS,
<br />STEEL SEAAN. g"I� /n,P
<br />PER PLAN, b"1/ �
<br />3!b' FIN R 1
<br />THI BOLTS, REFER TO
<br />DETAIL (TYPJ FRAMED
<br />BEAM CONNECTION
<br />TABLE W. !CENTER R
<br />ON FACE R)
<br />DETAIL BEAM CONNECTION
<br />AT END OF MA50NRY WALL
<br />Al 51 NGLE FIN PLATE
<br />NO SCALE:
<br />11
<br />it 1 1
<br />lu I1
<br />PER TABLE 'W" ° SLOT
<br />11 III (OLUMN.
<br />1
<br />ROVIDE 5/4'
<br />325 BOLTS.
<br />—IN x BEAM
<br />CONMNK)U5
<br />COLUMN.
<br />BEAM 51ZE
<br />NLMBER OF THRL
<br />5OLT5 REO'D
<br />SIZE OF
<br />OF PLATE
<br />TA
<br />WELD
<br />W 6 x W 10 x
<br />2 ROWS
<br />6" x 3/6"
<br />3/16"
<br />W 12 x. W 14 x
<br />3 ROV45
<br />P' x 3/5"
<br />3/lb"
<br />W I& x
<br />4 ROW5
<br />I?" x 5/5'
<br />5/16"
<br />IN 16 x
<br />5 ROWS
<br />IS, x 3/5"
<br />5/16"
<br />tN 21 x
<br />6 ROW-5
<br />15 x 3/6"
<br />5/lb"
<br />W 24 x
<br />ROWS
<br />21' x 5/6"
<br />5/16"
<br />IN 27 x
<br />b ROWS
<br />24' x 3/6"
<br />5/16"
<br />W 50 x
<br />9 ROWS
<br />2"' x 7/16'
<br />EI
<br />W 33 x
<br />IC ROWS
<br />50' x 1116"
<br />3/6"
<br />DETAIL BEAM CONNECTION
<br />AT 5LO77ED TUBE COLUMN
<br />NO el -ALE:
<br />DEL, 4 3'x3 la'x5/
<br />x LENGTH (VELD TO
<br />BEAM)
<br />TYP
<br />W x BEAM
<br />(COPE FLANSEB)
<br />TO FIT)
<br />—W x BEAM
<br />NOTE: PROVDE 3/4' m
<br />A-325 BOLT5.
<br />TABLE 1 v 11
<br />BEAM SIZE
<br />NUMBER OF
<br />THRL' BOLTS REQUIRED
<br />LENGTH DBE.
<br />CLIP ANGLE (IN.)
<br />1146, W10
<br />2 ROWS
<br />5 1/2
<br />W12, WI4
<br />3 ROWS
<br />6 1/2
<br />Alb
<br />4 ROWS
<br />11 1/2
<br />W16
<br />5 ROWS
<br />14 I/2
<br />A21
<br />6 ROW5
<br />17 1/2
<br />K24
<br />7 R0W5
<br />20 1/2
<br />W2T
<br />b ROV45
<br />23 I/2
<br />A30
<br />P ROWS
<br />26 I/2
<br />W33
<br />10 ROV45
<br />2P I/2
<br />NOTE: CONNECTIONS SHALL GOVERN UNLESS DETAILED
<br />OTHERWISE ELSEWHERE.
<br />DETAIL TYPICAL FRAMED
<br />STEEL BEAM CONNECTION
<br />NO 5GALE:
<br />DOUBLE 4 3'x5"x5/16'
<br />SLOTTED HOLES NJ75
<br />FINGER n6HT AND
<br />TACK WELDED.
<br />STEEL BEAM
<br />PER PLAN.
<br />- ZZZZ--------------
<br />_
<br />-
<br />—
<br />b
<br />=col
<br />i
<br />I
<br />_�
<br />of
<br />SEE BOLT CLL5TER DETAIL
<br />FOR BEAMS ABUTTING
<br />MA50NRY WALL. !iH15 SHEET)
<br />SEE DETAIL 5TANDAR,0----j
<br />BOLT CL5TER TABLE
<br />.T.,
<br />DETAIL SLOTTED BEAM CONNECTION
<br />AT MASONRY OR CONCRETE
<br />NO 5CALE
<br />314'0 A-36 ANCHOR BOLTS
<br />116' m A-36 ANCHOR BOLT'
<br />1/4' FACER
<br />FOR BEAMS W7 OR
<br />GREATER.
<br />J
<br />it
<br />MINJ BEARING
<br />I/4' FACER
<br />BARS,
<br />(MINJ �k
<br />NOTE:
<br />VERIFY Al FRAMING
<br />ANGLE 1 BEAM SIZE.
<br />SEE TABLE Y' FOR APPLICABLE DATA,
<br />T ^-•'�E LE Tr
<br />NUMBER OF
<br />FACE PLATE
<br />NO.
<br />BEAM SIZE1L�^/
<br />ANCHOR BOLT REQUIRED
<br />LENGTH
<br />1,18, WIO
<br />2 ROWS (4) 3/4" m BOL75
<br />5 I/2"
<br />�b
<br />W2, A14
<br />3 ROWS (6i 3/4" m BOLTS
<br />6 112"
<br />W16
<br />4 ROWS (bi 3/4" m BOLTS
<br />11 1/2"
<br />10
<br />W1&
<br />5 ROW5 (10) 3/4" m BOLTS
<br />14 1/2"
<br />K21
<br />6 ROWS (12) 3/4 m BOLT5
<br />IT 1/2"
<br />14
<br />K24
<br />7 ROWS (14) 3/4 m BOLTS
<br />20 1/2'
<br />Ib
<br />W2'T
<br />5 ROWG'16) 1/6" m BOLT5
<br />23 1/2"
<br />18
<br />K50
<br />P ROWS (15) 1/5' m BOL75
<br />26 1/2"
<br />�O
<br />W33
<br />IO ROW5 (20)'1/b" m BOLTS
<br />24 1/2"
<br />NOTE:
<br />I. MERE DEPTH OF POURED TIE BEAM 15 INADEGLATE
<br />TO EMBED BOLT CLUSTER, PROVIDE POUR TO NEAREST
<br />COURSING TO ACGOMODATE BOLT CLUSTER.
<br />2. WHERE ANCHORS ARE SET IN MASONRY WALLS, FILL
<br />BLOCK CELLS WITH CONCRETE AT COUR5E5 W/ BOLTS
<br />AND TWO COURSES BELOW.
<br />DETAIL STANDARD BOLT CLUSTER
<br />NO SCALE:
<br />-30'I THREADED ROD.
<br />N-501 THREADED ROD
<br />AM5 A21 OR GREATER.
<br />FACE R
<br />6' MIN.
<br />COLUMN SCHEDULE
<br />CLERESTORY
<br />70P OF STEEL = PER PLAN
<br />LOA ROOF
<br />TOP OF STEEL = PER PLAN
<br />N
<br />N
<br />TOP OF FOUNDATIONELEV.
<br />PER PLANS
<br />y0•,g/q•
<br />xl2'xl'
<br />COLUMN BASE PLATE
<br />(4) 3/4' m AB:"
<br />;4] 3/4' m AB.'S
<br />/ ANCHOR BOLTS
<br />(�) COLUMN MARK
<br />GI
<br />G2
<br />G3
<br />X REFER TO FOUNDATION PLAN FOR LOCATION OF COLUMN MARK NUMBERS
<br />5/5' m FUSION FLDDLE
<br />NOTE: REMOVE ANY 1
<br />WELD5 6 COX.
<br />ALL CONCRETE FROM
<br />5191ACE OF STD. ANGLE
<br />4 4N3'xI/4" CONT. (L.L.HJ PU
<br />PRIOR TO PLACING 1
<br />5/6" m ANCHORS 6 lb'
<br />WELDING DECK
<br />O/C, MA%.
<br />i
<br />ROOF DECK SEE
<br />I
<br />FLAN FOR TYPE.
<br />,I
<br />3°
<br />Is.
<br />TIE BEAM PER
<br />SCHEDULE,
<br />DETAIL ROOF DECK CONNECTION
<br />//'A� AT INTERIOR BEAM
<br />SD4 NO SCALE:
<br />5/5" m FL51ON PUDDLE
<br />WELD5 0 6' 0/C.
<br />MT DECK TYPE, &AGE, AND
<br />LDIN6 REGMNTS PER NOTES
<br />ROOF FRAMING PLAN.
<br />a:
<br />cc
<br />W
<br />J
<br />0 Z �
<br />^V a
<br />Eli.
<br />N
<br />J LL
<br />cQ
<br />�4 5'x4'xl/4' (L.LVJ fir AT EXIST. MASONRY (4 4"x4'04" 6 5'-0" SPACING).
<br />WALL OR CONCRETE TIE BEAM
<br />NO SCALE: E70 BOTH SIDES, r AW N W
<br />' W
<br />BOTH ENDS. Z
<br />_ .__._
<br />...'.
<br />DETAIL TYPICAL ROOF OPENING c,_.__.....,.NO.12010.00
<br />--..._.............................
<br />NO SCALE: Dale: O 1 16 14
<br />__. FOR BIDSF/ RMTDING ONLY. :Drawn:
<br />INGLDE MATERIAL FOR (-) 3'-O' SQUARE FRAMES VU
<br />HEADERS IN ADDITION TO TH05E 5HOVN ON PLAN. ReviseE.
<br />s
<br />I i I ' 6 12" Ty,
<br />TYPICAL E26E ANGLE
<br />CONNECTION AT ROOF
<br />• YU CONT. $UPPORT q
<br />I
<br />I.
<br />1 • " TYP
<br />I �u4 wrDlNc cools v�i,WTMSEAvp�yri PNG ..WIU4
<br />I
<br />„S
<br />E
<br />("i WELD ALRO55 FILL WIDTH OF 501 VELD ACROSS FULL WIDTH OF BO H
<br />OUTSTANDING LEGS OF BOTH TOP OUTSTANDING LE55 OF BOTH TOP j
<br />DETAIL NO SHEAR TAB CONN. CHORD ANGLES' CHORD AN6LE5.
<br />NO 5GALE: TYPICAL EDGE AN6LE TYPICAL DECK ANGLE CONN. n' ®2oTaHARVARDJOLLY, INc.I
<br />CONNECTION AT ROOF AT NON CON7INLOU5 SUPPORT
<br />AT Wp (JNTINUOUS SUPPORT R00 SD4
<br />© THESE DRAWINGS & THEIR CONTENTS-dit�TH�9aLEFKOFEIF7'Y• OF WEBER & 5
<br />USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED.
<br />....._.,_.,m.w_,„._,_...m... .,:..:....�,..,.._.>.„„..K ...,.,_..,....,._..._...,..._.....--..��...,:_,.,..w:..,,.°°,......:.........».,,....w..,.m..,.w.-..m...�.,_�..._._.».�.......�.. ............ ..........,._..... ..
<br />VERIFY N FRAMING
<br />ANGLE 1 BEAM SIZE.
<br />INSTALLATION NOTES:
<br />IJ AT HOLLOW BLOCK WALLS, DRILL
<br />IN 6" MIN, 4 SET THREADED ROD
<br />IN IMESH CARBON SCREEN TUBE5
<br />W/ 5IMP5GN STRONG TIE "SET' ADHESIVE.
<br />2J AT EXISTING POURED IN PLACE CONII
<br />DRILL IN 6" MIN 4 SET ROD IN SIMPSON
<br />570% TIE " SET ° ADHESIVE.
<br />3J FOLLOW MAWFAGTLRERS INSTALLATION
<br />INSTRUCTIONS FOR DRILLIN6, REMOVING
<br />DRILL DUST FROM HOLES, ETC.
<br />4J SEE STANDARD BOLT CLUSTER DETAIL
<br />TABLE 'Y' FOR NNHBER OF BOLTS 4
<br />FACE PLATE SIZE.
<br />DETAIL STANDARD BOLT
<br />2MIN.
<br />' IN DIMENSION VARIES
<br />LAP DEPENDING UPON
<br />CAMBER BUILT INTO
<br />ROOF AD -AGENT TO
<br />BAR JOIST OR T94%.
<br />(MINJ 1/4" THICK ANGLE 51ZE
<br />4 LENGTH OF INDIVIDUAL g'x2' (MINJ GONG. RAKED
<br />ANGLE PIECES TO BE
<br />DETERMINED IN FIELD. BEAM WV (2) 45 CONT. TOP
<br />4 BOT., 03 STIR, 6 24' O/C.
<br />TYP. 6 C.
<br />4 4'x3'xi/4" MIN) (L.LAJ (MAY
<br />REQUIRE LONGER VERT. LEG)
<br />WU 5/6' m ANCHORS 6 16' 0/C.
<br />MA%J
<br />DETAIL ROOF DECK DIAPHRAGM
<br />CONNECTION ADJACENT TO BAR .J0157
<br />SD4 NO 51-ALE:
<br />ALTERNATE
<br />3/4' m BURGLAR BARS 6
<br />6' 0/(. (MAXJ !ONE WAY)
<br />4 3"x3"xl/4" (4 SIDES)
<br />6 OPENINGS THRU STEEL
<br />ROOF DECK,
<br />PROVIDE 5/6' m FUSION
<br />PROVIDE 5/B' m FUSION 2'-O' x 2'-0" OPENING
<br />FUDDLE WELDS 6 b' 0/6. ALL
<br />PEDDLE IELD5 a 6' 0/6. ALL SEE PLAN FOR FINAL SIZES.
<br />DECK TO ANGLE AT
<br />PERIMETER OPENING.
<br />DECK TO ANGLE AT
<br />PERIMETER OPENING,
<br />o
<br />E70
<br />STEEL -015T
<br />PER PLAN. E70
<br />
|