GUARDRAIL MOUNTING DETAILS€¦ · rim pipe for free fit 1 min. 2 3 typical beam to column connection field bolted 81/8 3 - 13/16"Ø 81/8 beam 3 - 13/16"Ø column beam 3 3 71/2 5

TYPICAL GUARDRAIL CONNECTION

GUARDRAIL MOUNTING DETAILS

TYPICAL BEAM TO COLUMN CONNECTION RAIL SLIP JOINT

TYPICAL COLUMN BASE PLATE DETAIL

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134/

4

PLATEPL12/ "X6

POSTPIPE1-12/ STD

(4) 12/ "Ø SST THREADEDROD SET WITH EPOXY 4" MIN EMBEDMENT.

134/

312/

114/

6M

IN.

BASE PL.

EDGE OFCONCRETE

414/

MIN

.

6MIN.

312/

MIN

.4

EMBE

DM

ENT

MIN

.

C OF GUARDRAIL POSTL

INSERT

MFR'S BRACKET W/MIN. ( 4 ) SST CONC.ANCHORS. MIN 4" EMBED

1G

RO

UT

COLUMNW12X45

414/

(4) AB4ROD1

PLATEPL1"X9

CONC SLAB

1'-2

POSTPIPE1-12/ STD

(4) 12/ "Ø SST THREADEDROD SET WITH EPOXY 4" MIN EMBEDMENT.

11116/

3 - 1316/ "Ø

3

63

3 - 1316/ "Ø

212/

FIELD BOLTED

3

212/

3

3

1GAP

MFRS SPLICE SLEEVE ASSEMBLY

2MIN.

RIM PIPE FORFREE FIT

SLIP END FIXED END

1MIN.

112/

312/

9

3

312/ (4) AB4

ROD1

COLUMNW12X45

3

PLATEPL1"X9

314/

314/

112/

1'-1

1 2/

User

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G - GE01

H - HE02

DETAIL 2TYPICAL COLUMN TO BEAM DETAIL

DETAIL 1TYPICAL COLUMN TO BEAM DETAIL

DETAIL 3TYPICAL COLUMN TO BEAM DETAIL DETAIL 4

TYPICAL COLUMN TO BEAM DETAIL

DETAIL 6TYPICAL BEAM CONNECTION DETAIL ON WALL

DETAIL 5TYPICAL HILTI CONNECTION FOR COLUMN


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WALL

L4X4X14/T/O STEEL

EL.+10'-4

WEDGE ANC 3/ 4X51/ 2(4-3/ 4"Embed)@24"O.C.

214/

T/O STEEL

L4X4X14/

WALL

WEDGE ANC 3/ 4X51/ 2(4-3/ 4"Embed)@24"O.C.

EL.+20'-10

214/

BEAMW12X26

4

3 - 1516/ ØHOLES3 - 1516/ ØHOLES

BEAMW14X61

CO

LUM

NH

SS4X

4X5 1

6/

33

3

4

BEAMW12X16

COLUMN

HSS4X4X

1 4/

BEAMW12X16

3

CO

LUM

NH

SS4X

4X1 4/

BEAMC10X20

2 - 1516/ ØHOLES

3

4

BEAM

W14

X61

COLUMN

HSS4X4X

5 16/

BEAM

W12

X26

COLUMN

HSS4X4X

1 4/

BEAMC10X20

3

6B2W8X10

2 - 1516/ ØHOLES

6B1W8X10

8C1

HSS

4X4X

1 4/ 2 - 1516/ ØHOLES

4

321

2/

4

212/

3

BEAMW12X16

COLUMNHSS4X4X14/

BEAMW12X16

4 4

33

8C1

HSS4X4X

1 4/

6B2W8X10

6B1W8X10

L6X3-12/ X12/ L6X3-12/ X12/4 - 78/ ØHOLES

418/418/

34

WALL

BEAMW12X16

T.O.S EL.+10'-4

CO

LUM

NH

SS4X

4X1 4/

118/

5

2 - 78/ ØHOLES2

PLATEFL12/ "X6

COLUMN

HSS4X4X

1 4/

3

1

ANGLEL6X3-12/ X12/

WEDGE ANC 3/ 4X51/ 24-3/ 4"Embed

ANGLEL6X3-12/ X12/

3 3 8/

BEAMW8X13

WALL

34

34

418/418/

User

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RAIL SLIP JOINTSLIP END

MFR'S SPILCESLEEVE ASSEMBLY

FIXED END

RIM PIPE FOR FREE FIT

1MIN.

2MIN.

3

TYPICAL BEAM TO COLUMN CONNECTION

3

FIELD BOLTED

818/

3 - 1316/ "Ø

818/

BEAM

3 - 1316/ "Ø

COLUMN

BEAM

3 333

712/

5

TYP BASE PLATE DET

112/

AB1ROD34/

C1W12X26

1'-6

14/

712/112/

1'-1

112/

511

2/

L

FL38/ "X3BEAM

INSART

POST

C POST

538/

GAURDRAIL MOUNTING DETAIL

FL38/ "X3 12/

STRINGER

LC OF GUARDRAIL

INSERT

2 78/

2 58/

POST m14

4

(4) 12/ "Ø SST THREADEDROD SET WITH EPOXY.4" MIN EMBEDMENT.

11116/

C O

F ST

RIN

GER

L

134/

134/

6

TYP GUARDRAIL CONNECTION DETAIL ON CONC.

4 - 916/ ØHOLES

POST m14

M1PIPE2STD

114/

114/

312/ 114/

312/

114/

M4FL38/ "X3

TYPICAL GAURDRAIL MOUNTING CONNECTION ON BEAM

2 - 1116/ ØHOLES

112/

112/22112/7

112/

3

4

TYP BEAM CONNECTION @ WALL

(2) 34/ " Ø BOLTS

B1W8X15

2116/

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W200X26.6

PLATEPL10X50

PLATEPL10X50

60

6580

4 - 22.05 ØHOLES

TYP BEAM CONECTION @ WALL

WALL

ANGLEL76X51X6.4

120

43

PLATEPL20X200

ANGLEL76X51X6.4

6060

VERTICAL BRACEHSS101.6X101.6X6.4

TYP BRACING CONNECTION @ CENTER



80

142

4 - 21.05 ØHOLES

4 - 21.05 ØHOLES

80

142

40

40

40

40

111

TYP COLUMN TO BEAM CONNECTION

COLUMNHSS101.6X101.6X6.4

BEAMW200X26.675

BEAMW200X26.6

111

2 - 21.05 ØHOLES2 - 21.05 ØHOLES

80

BEAMW200X26.6

70

BEAMC200X17.1

2 - (21.05x26.05) SLOTS

80

TYP HILTY CONNECTION@COLUMN


PLATEPL20X150


TYP BRACING CONNECTION@BOTTOM

4050COLUMNHSS101.6X101.6X6.4

PLATEPL10X140

80 40

TYP BEAM TO BEAM CONNECTION

BEAMC200X17.1

BEAMW200X26.6

40

TYP BRACING CONNECTION @ TOP

BEAMW250X32.7

80



4 - 21.05 ØHOLESPLATEPL10X140

150

1112 - 21.05 ØHOLES

80

3 - 21.05 ØHOLES30

40

8075

80


4 - 25.05 ØHOLES

110110

3535

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BEAMSEE PLAN

12/ 8

314/

CMU WALL

TYPICAL BEAM CONNECTION DETAIL ON WALLDETAIL - 3

PLATEPL12/ "X6

BEAMSEE PLAN

12/

ANCHOR_RODROD12/

CMU WALL

314/

1 2/61

4/

12/

TYPICAL HSS BEAM TO COLUMN CONNECTION DETAILDETAIL - 4(TYPE - 1)

COLUMNSEE PLAN

TYPFRAMESEE PLAN

TYP

COLUMNSEE PLAN

TYPICAL HSS COLUMN TO BEAM CONNECTION DETAILDETAIL - 7

FRAMESEE PLAN

3 - 1316/ ØHOLES

PLATEPL12/ "X3 12/

33

3

5

TYPICAL ANGLE TO WALL CONNECTION DETAILDETAIL - 8

ANGLESEE PLAN

WALL 38/ " DIA. 3 38/ " EMBEDMENTW / HILTIHIT-HY 150 @ 12 O.C.

112/

ANGLESEE PLAN

TYPICAL HSS BEAM TO HSS COLUMN CONNECTION DETAILDETAIL - 5(TYPE - 2)

ANGLESEE PLAN

COLUMNSEE PLAN

BEAMSEE PLAN

516/516/

516/516/

SEE PLAN

4

516/516/

TYPICAL BEAM TO BEAM CONNECTION DETAIL @ CORNERDETAIL - 6

BEAMSEE PLAN

ANGLESEE PLAN

8

BEAMSEE PLAN

COLUMN

SEE PLAN 5

COMPLETE PENITRATIONWELD 3 SIDE

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COLUMN

SEE PLAN

BEAMSEE PLAN

4 - 1116/ ØHOLES

234/

112/

234/

112/

COLUMN

SEE PLAN

PLATE

BEAMSEE PLAN

TYPICAL COLUMN TO BEAM CONNECTION

COLUMNSEE PLAN

2 - 1516/ ØHOLES

4BEAMSEE PLAN

PLATE

312/

3

TYPICAL BEAM CONNECTION ON TOP OF COLUMN

BEAMSEE PLAN

COLUMNSEE PLAN

STIFFNERPLATE (B/S)

1116/ "Ø BOLT

4BEAMSEE PLAN

PLATEPLATE

4WOODEN BEAMSEE PLAN

4 - 78/ ØHOLES

4

415 16/

6316/

TYPICAL BEAM TO BEAM CONNECTION

BEAMSEE PLAN

3

2 - 1516/ ØHOLES

BEAMSEE PLAN

PLATE

VARRY

3

TYPICAL WOODEN BEAM TO STEEL BEAM CONNECTION

BEAMSEE PLAN

WOODEN BEAMSEE PLAN

PLATE

PLATE

78/ "Ø BOLT

TYPICAL COLUMN CONNECTION ON TOP OF BEAM

STIFFNERPLATE (B/S)

PLATEBEAMSEE PLAN

COLUMNSEE PLAN

1116/ "Ø BOLT

BEAMSEE PLAN

234/

COLUMN

SEE PLAN

112/

4 - 1116/ ØHOLES

112/

234/

4 - 1116/ ØHOLES

234/

234/

BASE_PLATE

BEAMSEE PLAN COLU

MN

SEE PLAN

PLATE

234/

234/

512/

BEAMSEE PLAN

4 - 1116/ ØHOLES

PLATE

WOODENPOST

11

512/

TYPICAL BEAM CONNECTION ON WOODEN POST

PLATE

BEAMSEE PLAN

12/ "Ø HILTI BOLT

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WOODENPOST

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Rectangle

JOIST

TYPICAL JOIST CONNECTION DETAIL ON WALL

EMBED_PLATE

6

WALL

JOIST

COLUMN

7070

157

65

W200X26.6

HILTI BOLT2 - (21.05x50.05) SLOTS

WASHER_PLATE

80

TYPICAL LEDGER ANGLE DETAIL

LEDGER_ANGLE

EMBED_PLATE

TYPICAL JOIST CONNECTION DETAIL ON COLUMN

JOIST

COLUMN

TYP BEAM CONECTION @ WALL

120

43

4 - 22.05 ØHOLES

PLATEPL20X200

WALL

WASHER_PLATE

60 60

23

TYPICAL JOIST CONNECTION DETAIL ON BEAM

JOIST

BEAM6

BEAMW200X26.6

2 - (21.05x26.05) SLOTS

BEAMC200X17.1

8070

66

WALL

ANGLE

EMBED_PLATE

125

3580

TYP BEAM TO BEAM CONNECTION

BEAMC200X17.1

BEAMW200X26.6

TYP COLUMN TO BEAM CONNECTION


BEAMW200X26.6 BEAM

W200X26.6

2 - 21.05 ØHOLES 2 - 21.05 ØHOLES

111

8075

111

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TYPICAL HEADER BEAM CONNECTION DETAIL

TYPICAL BOLTED BRACING CONNECTION DETAIL

TYPICAL WELDED BRACING CONNECTION DETAIL




TYPICAL OPENING FRAMING CONNECTION


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COLUMN

6

BEAM

25

COLUMN

80

VERTICAL BRACE

40

40

4 - 20.64 ØHOLES

215

BEAM

COLUMNVERTICAL BRACE

6

6

VERTICAL BRACE

COLUMN

50

BEAM

40

80

51

154

COLUMN

40

VERTICAL BRACE215

40

84

8080

4075

8080

8080

CHANNELBEAM

6

80

40

92

8015

4COLUMN

VERTICAL BRACE

BEAM

VERTICAL BRACE80

PLATE

PLATE

40

40

4040

10215

80

40

50

215

40

8080

4075

8080

80

BEAM

ANGLE

CHANNEL

COLUMN

VERTICAL BRACE

VERTICAL BRACE

BEAM

6

6

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Rectangle

WF & C SHEAR CONNECTION

HORIZONTAL WT BRACE AT BM-COL

LANDING AT CONC FLOOR

TOE PLATE CORNER SPLICE

HEAD OF STRINGER AT GRATING FLOOR HORIZONTAL BRACE WT AT BM-BM

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12/GAPBEAM PER PLAN

34/ Ø BOLTS

318/

3

L

C

11 2/

3

PL38/ "X18 18/

L

BEAM PER PLAN

10

BEAM PER PLAN

C

COLUMN PER PLAN

OF BEAM

WT

OF BEAM

(4) 34/ Ø BOLTS

3

1'-4

10

3

C10X15.3

1

34/ Ø HILTI HAS CARBON STEEL THREADED RODS (HOT DIPPED GALVANIZED)INSTALLED WITH HILTI HIT-HY 200 ADHESIVE W/4"EMBED(TYP)

T/CONC

4EM

BED

112/

TOE PL 14/

PL14/ "X3 34/

112/

1

TOE PL 14/

(4) 38/ BOLTS

112/1

BEAM PER PLAN

STRINGER PER PLAN

3

T.O.GR.

12/GAP

212/

34/ Ø BOLTS

GRATING

1 114/

WT PER PLAN

10BEAM PER PLAN

PL38/ "X10 78/

PL38/ "X10 78/

BEAM PER PLAN

WT PER PLAN

BEAM PER PLAN

34/ Ø BOLT

2 2

331033

103

3

114/

3TYP

11 12/

User

Rectangle

BEAMW16X26

TYP

COLUMN

HSS6X6X

1 2/

BEAMW16X26

112/

3

COLUMNHSS6X6X12/

4 - 1316/ ØHOLES

312/

33

3

1

BEAM

WALL

EL.+37'-118/T.O.S.

212/

12/

(2) 34/ X 2 12/ A325N

112/112/

312/

34

BEAMW14X22COLU

MN

HSS6X6X

1 2/

TYP

3 - 1316/ ØHOLES

BEAMW14X22

3

COLUMNHSS6X6X12/

33

112/312/

(4) 34/ X 5 12/ WEDGE_ANCWITH 412/ EMBEDMENT

BEAM

3

ANGLE

1

ANGLE

2

12

4

34

418/418/

N

DETAIL 1TYPICAL BEAM TO COLUMN DETAIL

DETAIL 3TYPICAL BEAM CONNECTION DETAIL ON WALLDETAIL 2

TYPICAL BEAM TO COLUMN DETAIL

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111 8/ "

ELEVATION

3716/ "

A1L3X3X14/

B6W16X67

A2L3X3X14/

M1WT6X32.5

14/14/

3 SIDE TYP

4 - 1516/ " ØHOLES

1'-034/ "1'-2916/ "1034/ "114/ "

1118/ "

912/ "

12"

12"

PLAN

P28PL38/ "X7"

ST12HSS20X4X38/

EXISTINGW24X76

BOLT 78/ "DIA A325 214/ " P27PL12/ "X7"

14/14/

TYP

7516/ "

734/ "

3"

DETAIL 3ELAVATION

BEAM

211 16/

"

4 - 1516/ " ØHOLES

3"

14/TYP

3"

PLAN

STRINGERSEE PLANPLATE

SEE PLANPL12/ "X16"

BEAMSEE PLAN

14/

PLATEPL12/ "X4 34/ "

PLATEPL12/ "X4 34/ "

EXISTINGSEE PLAN 4 1

2/ "4 1

2/ "

3 14/ "

3 14/ "

3'-81 4/ "

101 2/ "

3"4"

1'-11"

4"

DETAIL 1ELAVATION

PLATEPL12/ "X16"

BEAMW12X26

STRINGERSEE PLAN

EXISTINGW24X76

(N)12/ " BRG PL.TO ENGAGEAND FULLY BEAR UPON 3ADJDECK FLUTES

SLAB

11116/ "

(±) 6

PLAN

M1WT6X32.5

4 - 1116/ " ØHOLES

ST1HSS20X4X38/

1'-0"B6W16X67

A2L3X3X14/A1L3X3X14/

2 34/ "

2 34/ "

1'-15 16/ "

DETAIL 2ELAVATION

VB1PIPE3STD316/

m13HSS20X4X38/

PLAN

ST1HSS20X4X38/

ST8HSS20X4X38/

TYP

31316/ "

DETAIL 6ELAVATION

EXISTINGW24X76

4 - 1516/ " ØHOLES

P28PL38/ "X7"P28PL38/ "X7"P28PL38/ "X7"

412/ "

412/ "

5316/

"

P27PL12/ "X7"

412/ "

14/14/

3 SIDE TYP

714/ "

412/ "41

2/ "

PLAN

ST7HSS20X4X38/

TYP

ST4HSS20X4X38/

DETAIL 4ELAVATION

ST7HSS20X4X38/

DETAIL 5ELAVATION

P44PL12/ "X25"

EL+26'-9"

EP5PL12/ "X16"

B6W16X67

T.O.C.

P30PL12/ "X14 316/ "

(±) 6

PLAN4" 1'-1134/ "

ST4HSS20X4X38/

EP5PL12/ "X16" 14/

B6W16X67

38/358/ "3"

4916/

"47

16/" 8"

412/ "

412/ "

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COLUMN

SEE PLAN

BEAMSEE PLAN

TYP

4

CO

LUM

NSE

E PL

AN

3

3 - 34/ ØBOLTS

BEAMSEE PLAN

PLATEPL14/ "X3 12/

33

12/

BEAMSEE PLAN

BENT_PLATESEE PLAN

12/BENT_PLATESEE PLAN

EL.+22'-8

3

5

316/ 3"@12TYP

112/

3 - 34/ ØBOLTS

T.F.F.

3

ANGLEL3-12/ X3X38/

3

312/

BEAMSEE PLAN

BEAM

SEE

PLAN

TYP

12/

3 - 34/ ØBOLTS

BEAMSEE PLAN

BEAMSEE PLAN

3

PLATEPL14/ "X3

158/3

3

BENT_PLATESEE PLAN

2 - 34/ Ø HILTI BOLTS

158/

312/

BEAMSEE PLAN

BENT_PLATESEE PLAN

134/

5

114/

DETAIL 2TYPICAL COLUMN TO BEAM CONNECTION


DETAIL 1TYPICAL BEAM TO BEAM CONNECTION

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Documents

GUARDRAIL MOUNTING DETAILS€¦ · rim pipe for free fit 1 min. 2 3 typical beam to column connection field bolted 81/8 3 - 13/16"Ø 81/8 beam 3 - 13/16"Ø column beam 3 3 71/2 5