S4.03_Refer_to_detail_6.pdf

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Bridge Crane
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S4.03 Refer to detail 6

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Text version

NOT USED

REINFORCED WITH

WWF 6X6 W1.4XW1.4

MEZZ ELEV.

109'-3"

VULCRAFT 1.0C26 GALV.

STEEL DECK

0'

3"

3" TOTAL DEPTH

CONCRETE SLAB

R/W 6x6-W1.4xW1.4 WWF

PLACED @ MID-DEPTH

OF SLAB

MEZZ ELEV.

109'-3"

1200S200-97

METAL JOISTS @ 24" O.C.

1.0 C 26 GALV.

FORM DECK

S4.03

CONCRETE SLAB

ON MTL. FORM DECK

SEE PLAN

MEZZ ELEV.

109'-3"

METAL JOIST

SEE PLAN

∠6X4XCONT.

CMU WALL

SEE PLAN

S4.03

1200T200-68 x CONT.

METAL JOIST

SEE PLAN

∠6 X 4 X CONT.

1/2"ø SLEEVE ANCHORS @ 8" O.C.

CMU WALL

SEE PLANL

1/

2"

T/RAIL

113'-8"

T/STL.

SEE PLAN

WT7x21.5x1'-0" W/ (4) 5/8"ø HILTI HIT-RE 500 SD

EPOXY ANCHORS TO EXIST.

CONC. COL. / WALL

REMOVE & REPLACE

BRICK VENEER

INSULATION AS REQ'D

2' - 4"

GRID

W12 COL.

W21 BEAM

W/ C12 CAP CHANNEL

40# RAIL

BY SUPPLIER

EXIST. 24x24

CONC. COL.

C9x15x1'-10" W/ (2) 3/4"ø A325-HS BOLTS

3/

4"

3/ 4"

EMBEDMENT

6" MIN.

3/8" WEB STIFFENER

EACH SIDE

1"x16"x1'-2" CAP PL

3/16

3/16

TYP.

5/16

5/16

S4.03

S4.03

NOTE: WORK INCLUDED IN THIS DETAIL IS BASE BID NO. 2

2' - 8" 1' - 8"

4' - 4"

6" 6"

2"1/ 2"

1/ 2"

2" W21

(2) 3/4"ø

A325-HS

BOLTS

3/8" WEB

STIFFENER

(N/S & F/S)

1"x16"x1'-2"

CAP PL

GRID

GRID

NOTE: WORK INCLUDED IN THIS DETAIL IS BASE BID NO. 2

W21 BELOW

STIFFENER PL

BELOW

#40 RAIL

GRID

1/ 2"

1/ 2"

C10

2 1/2"1 1/2"

WT7x21.5x1'-0"

W/ (4) 5/8" HILTI

HIT-RE 500SD

EPOXY ANCHORS

C9x15x1'-8"

(2) 3/4"ø A325-HS

BOLTS

1/4

3 SIDES

TYP.

1/

2"

1/ 2"

GRID

NOTE: WORK INCLUDED IN THIS DETAIL IS BASE BID NO. 2

W21

C12

3/8" ASCE 40# RAIL

MOLYNEUX 40/S73R2

RAIL CLIPS @ 1'-9" O.C.

INSTALL WITH MANUFACTURERS

RECOMMENDATIONS. CLIPS

SHALL BE GALVANIZED.

AT JOINT BARS

USE (4) GANTREX

9119/15/00

T/ CRANE RAIL

113'-8"

5/16 4@8

2'-0" CONT.

@ END

1/4

NOTE: WORK INCLUDED IN THIS DETAIL IS BASE BID NO. 2

3/4" 1' - 0"

6"

1/

2"

3/4"x10 1/2"x2'-6 1/2" PL

#40 RAIL

C12

W21

3"

3" O.C. = 1'-3"

(5) SPA. @ 3"

(6) 3/4"ø

A325 BOLTS

EXIST. WALL

W30x99

1/4

1/4

TYP

1"

GRID

T.O. RAIL

113'-8"

T.O. STEEL

113'-4 1/2"

JOIST BRG.

108'-0"

T/SLAB

109'-3"

∠3X3X12 GA. x CONT.

POUR STOP

CONC. SLAB

ON METAL DECK

SEE PLAN

6" CMU BOND BEAM

R/W (1) #5 x CONT.

6" CMU WALL

(SEE PLAN)

RIGID INSULATION

SEE ARCH

MTL. JOIST

SEE PLAN

3/8"x4"xCONT. PL W/ 1/2"ø x 4" HSA @ 1'-4" O.C.

1/8

1/8

∠4X4X12 GA. CLIP

W/ (4) #12 TEK SCREWS

PER LEG (TYP)

1200T200-68 X CONT.

TRACK

CMU WALL, SEE PLAN

& SCHEDULE FOR

REINFORCEMENT

∠3x3x1/4xCONT. W/ 1/2"ø x 4"

SLEEVE ANCHORS @ 1'-4" O.C.

WRAP W/ BLDG. PAPER TO PREVENT

BONDING. GROUT CORE SOLID

EXIST. CONC. & CMU WALL

#5 X 1'-0" DOWEL @ 1'-0" O.C.

DRILL & EPOXY 6" MIN. INTO

EXIST. GREASE HALF OF BAR

TO PREVENT BONDING INTO NEW

NEW 8" C.I.P.

CONCRETE WALL

SEE DETAIL 6/S4.01

FOR ADD'L INFOGROUT CORE

SOLID

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2" ON

FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

ADAL BUILDING 223

FOR JEIM

120592 B223 JEIM 14_Central.rvt

COPYRIGHT 2014 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

NO DATE REVISION

21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446

9/9/2014 TYPE B3 - FINAL SUBMITTAL

C :\U se rs

\d js

\D oc um en ts \1

2_

JE

IM

_S

C en tra l_ M

AS

ch le .rv t 9/

/2

:0

4:

A M

S4.03

JENNIFER M. BABCOCK

407689/9/14

MAS

JMB

120592

DETAILS

1" = 1'-0"1 DETAIL

3" = 1'-0"2 TYP - CONC. FLOOR SECTION 1 1/2" = 1'-0"3 TYP - JOIST FRAMING

1" = 1'-0"4 SECTION

3" = 1'-0"5 LEDGER ANGLE SECTION

3/4" = 1'-0"6 CRANE BRG. DETAIL

1 1/2" = 1'-0"7 CRANE BRG. CONNECTION DETAIL

1 1/2" = 1'-0"8 CRANE SUPPORT DETAIL

1" = 1'-0"9 DETAIL - TYPICAL GIRDER

1" = 1'-0"10 DETAIL - CRANE STOP

1 1/2" = 1'-0"11 JOST BRG. DETAIL

3/4" = 1'-0"12 NEW WALL CONNECTIONS

1137906933N Polygon

File details come from the government source that posted it. Updated .