HomeMy WebLinkAboutSTRUCTURAL STEEL PUNCH LIST - 98-00003 - Ricks College Women's Dorm - RemodelPAGE 1 OF 2
STRUCTURAL STEEL PUNCH LIST
ADMINISTRATION BUILDING
RICKS COLLEGE
1. SOUTH STAIRWELL.- OVERHEAD EL DS ON LEDGER ANGLE MISSING
ROOF ELEV. AND LEVEL TWO UPPER LANDING MISSING, PUDDLE WELDS, POUR
STOP AND EPDXIED BOLTS ON LEDGER ANGLE.
2. LEVEL ONE MISSING BOLTS: GL S.0/3.0, GL R.0/3.0, GL Q.013
GL P.0/4.0, GL M_8/2.0, GL L.0/6.0, GL L.0/7.0-, GL K.5/7 n, GL E
3. LEVEL TWO MISSING BOLTS: GL N.0/9.6, GL R.0/8.0
. GL
0, GL P.0/3.0,
.016.0.
S.0/3.0.
4. GL K.0/5.0 3/4" BOLTS NEEDED REPLACED WITH 7/8" FOR COLUMN CoNNECTION
ROOF ELEV.
5. LEVEL TWO GL'. 2.0 T03.0 4N GL B.0 AND GL B.0 TO D,0 ON GL 2.0, MISSING
WELDS ON ANGLE BRACES.
7.
ONE MENS BATHROOM #1$0 AND WQMENS BATHROOMX182, MISSWG GROUT
LJNDER MODIFIED EMBEDS.
LEVEL TWO GL B.0 TO E.0 ON GL 9.0, MISSING ANGLE BRACES FROM STEEL
COLUMN TO TUBE STEEL 6N EYEBROW.
8. LEVEL TliV0 GL K.5/8
.0, MISSING HILTI BOLTS FOR PLATE WELDED TO CROSS BRACES.
y. L�vtL VW0, MISSING CROSS BRACES EAST AND NEST SIDE OF
GL' 7.0 FROM rl nn n Tn c n._.
CONCRETE WALL ON
• -- ••�.� � .. v.v, vrw i JitJt Vh WALLG-317 5• FG CT Agin teieeT..�-
W4LL GL 5.0.
10. LEVEL ZERO, MISSING H
TO 10.0.
- - ---$ � .., , .,,.� ..moor oJuc ter
ILTI BOLTS FOR LEDGER ANGLE ALONG
G L G.0 FROM G L 4. 0
LEVEL ONE GL A.0 TO B.0
COLUMN TO TUBE STEEL
121EVEL ONE GL 2.0 70 4
LEDGER ANGLE.
ON GL 2.0 & 9.0, MISS G ANGLE BRACE FROM STEEL
OF EYEBROW AS PER STRUCTURAL ENGINEER DRAWING.
0 ON GL D.0 & E.0MISSING OVERHEAD WELDS ON
131EVEL ONE GL L.0/3.0, GL T.0/3.0, GL T.0/2.0, GL S.0/2.0, GL Q-0/2,0., GL
N.0/4.q GL L.0/7.0 BEAM NOT WELDED TO EMBED.
N.0/3.,O: GL
(CONTINUED)
14-I,ATRIUM STAIRS MISSING HANDRAILS.
15.1
PAGE 2 OF 2
EVEL TWO GL D.015.0, BULL PENETRATION WELD FOR COLUMN CONNECTION Ni ROOF
ELEV. HAS NOT BEEN COMPLETED.
161EVEL TWO GL E.0/5.0, WELD ON KNIFE PLATE TO COLUMN EMBED @ ROOF ELEV. HAS
NOT BEEN COMPLETE.
17. LEVEL
18 -LEVEL
TWO GIL S.0/10, JOIST NOT WELDED TO EMBED.
ONE GL 3.0 TO 4.0 ON GL T.0 & N.O., EMBEDS FOR KNIFE PLATES EITHER
MiSSlNG OR OUT OF ALIGNMENT.
191EVEL ONE GL L.017.0 MISSING GROUT UNDER EMBED, CONCRETE CRACKED AND
EMBED STUD EXPOSED.
20.ALL STAIRWAYS, MISSING ANCHOR BOLTS TO CONCRETE.
211EVEL TWO GL 2,0 TO GIL 6.0 ON GL M-0 SEAM WELDS LENGTH AND SPACING
INCORRECT ON POUR STOP.
221EVEL TWO GL K.0/2.0 BEAM NOT WELDED TO EMBED.
23 -LEVEL TWO GL Q.0/6.0 BEARING PLATE AND JOIST ONLY HAVE 2.5 INCHES DF
BEARING.,
241EVEL ONE GL D.0/9.0 AND GL D.0/8.0 MISSING GROUT UNDER EMBED.
25. LEVEL ONE GL E.0/8-0 AND GL E.0/9.0 BEAM NOT WELDED TO EMBEDA
261EVEL TWO FROM GL2.0 TO GL 9.0 ON GL T.0 LEDGER ANGLE EMBEDS, ARE IN THE
WRONG LOCATION TO BE WELDED AS PER PLANS.
27. LEVEL TWO GL 6.0 TO 7.0 ON GL D.0 & LA EYEBROW @ ROOF ELEV. HAS NOT BEEN
COMPLETELY WELDED OR BOLTS TORQUED.
28. LEVEL ONE GL L.0 ! 9.0 BEAM NOT WELDED TD EMBED.
29. LEVEL ONE GL A.0 TO B.O ON GL 2.0 & 9.0 TUBE STEEL NOT COMPLETELY
WELDED.
30. LEVEL ONE GL L.O. 3.0.
31.
LEVEL
TWO
G
32.
LEVEL
TWO
G
? 7
L K.0 TO L.
L Q-0/3--0 &
SPECIFICATIONS.
AND GL L.01 5.0, BEAM NOT WELDED TO EMBED.
0 ON GL 4.0 SEAM WELDS ON METAL DECK NOT WELDED,
L Q.0/5.0. STEEL COLUMNS ARE NOT PLUMB AIS PER