S4.03_Refer_to_detail_6.pdf
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S4.03 Refer to detail 6
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| File | Type | Posted |
|---|---|---|
| SECTION_14_6400_BRIDGE_CRANES_(2)_(002).docx | DOCX document | |
| SECTION_14_6400_BRIDGE_CRANES_(2).docx | DOCX document | |
| Revised_Package.pdf | ||
| Site.Visit.MFR_Bridge_Crane.pdf | ||
| S4.03_Refer_to_detail_6.pdf | ||
| S3.00_Section_ _Enlarged_Crane_plan.pdf | ||
| SECTION_14_6400_BRIDGE_CRANES.docx | DOCX document | |
| SECTION_14_6400_BRIDGE_CRANES.docx | DOCX document | |
| S3.00_Section_ _Enlarged_Crane_plan.pdf |
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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
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C en tra l_ M
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/2
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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 .