HomeMy WebLinkAboutDOCS - 03-00028 - BYUI Rick Building - New BuildingL
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Architects
730 Pacific Avenue
Salt Lake city, u�ah 84-i 04
801.521-6186
Pro*ecl; ThQma50
E, IiICkS EdUCd11011 �NI �I�� Mpp�lll�' 0�^I�lprr� ��
���ll II U611�I lEll
Project Number: 02044
Owner: BYU-1daho
Meeting Participants:
Lloyd Benson, BYU-1
Sam Moss-, JCC
Eric Madsen, FFKR
Additional Dig#ribution:
Charles Andersen, BYU-1
Rulon Nielsen, Byu-i
Jim Lewis, FFKR
L, f
Revisions to Previous Mi
/
Items Pending from Prev"
vus Meetings:
Date.: October 24J inqU
Time-. 1:00 a
1. Jacobsen presented Sch-less's nUmber for extra rock removal at 800 cu yds, This
is a considerable amount of rock removal. This was the first note#ic�tion that there
was a disCrepancy yet the rock had already been remolded. Spec Section 02300-6
C 1. "Anu discrepancies denfified by the {Contractor's surveys when compared
with rock test data provided by the owner, art to be promptly reported to the
Owner. These discrepancies will be the basis for determining any credits or
additional casts required for excavation by blasting."' Eric requested the new
contours so the numbers could be verified_ (20 Aug 2003) Eric reported that he
had still not received the final topog. for the drenching to review the change order
request. SCI`lieSS to provide topog. (10 Sept 2003) Eric reported that he had
received the spot elevations last Friday but needed the topog. Sam reported that
Jason is gettl ng that to Ryas Adelman this afteE noon. (2 4 Sept 2 0(73} Epic reviewed
Schiess' numbers and pointed out some discF.,-Apancies. Jerome Bohem has hired
Mountain Risers to produce topaz andgive an accurate number for the rockremoved (15 October 2003)
z• Lloyd reported that Jerome BQhem had hit the switch gear box. north-east of the
Thomas E. Rids building. Sarn will investigate. (24 September 2003) uric asked
Lloyd ;f he wanted to change the elevation of the switch gear box and regrade the
surrounding area while they are repairing the box. Lloyd thought the box was ok
as it is. Jerome Bohem is repairing/replacing the damaged portion of the box (22
October 2003)
3. spm warned that we Still had not seen the costs dor the extra fill required east of
the match line and in the hole to bring them up to the proper level.
Meeting MfnUte5
Fax 801-539.191
Art'inn R
NIA
Jacobsen,
Jacobsen
lacobsen
Alleeting Minutes
iNlotes
New Items,,,0
I .
2.
3.
uric Hated that the 3 18" diameter air
to e located
Next Meeting:
directly against the el�Y�to� Off
SO l II
Wednesday November 12 2QD3 C� 1:0[} pm on site
i�eq Wlil ilI In
Action By
I hese notes are provided by FFKR for the convenience of the participants, FFKR makes no representation as
to the accuracy of statements provided by others. tach meetin2 Dartir_inant shall pntpr tho�r
these minutes at the
Fr l rl L
ru ti n mesh r g for inclusion i `
r i ion section
Issued by: FFKR Architecture/Planning/Interior Design
f the minutes.
Notes By: Eric Lee Madsen 24 _�Pr)tpmkinr ')nnQ
Date
Bret McGowan
TQM consulting
.Mr. McGowan
example of is on 24 Sept
30 December 2003
. an inspection was performed for puddle welds and studs lines
L J.3toL 4.7 and C 3.3 to U4.7. 42 suds failed but no mention of weld failures. an 26
Sept. 60 cy. of concrete was poured in the same area with no mention of slump or air
tests. We have only received test results on concrete up to July 18 with no mention of
pass or fail. The compressive strength is listed but I have no wad to dell the strength
required, an 30 Judy SS cy_ of concrete was placed at dines C4.7 to J.5 t0 4.7 then again
on 31 July �t was poured again. On 3 November a boli inspection was performed but no
location. On I I -I P1i a statement was made that all suds appeared to meet AWS D 1. 1.
Did thev pass or not? There are severalpaces dike this with inspections completed Z-3
times for the same area and some with no location mentioned. The nelson suds ars the
only things I can tell that do pass.,
We cannot go on the assumption that if the report does not say "fail" that it
basses. For compression tests we need the strength required and strength achieved. We
need test results, location of the tests and a pass/fail
I have several questions about submitted reports listed below.
fo RICK Are bolt and weld inspections being performed on beams/columns before
concrete is poured on an elevated slab `s I found many bolts missing along line M4 to M7
after the floor was poured. Some beams were only held by a couple of bolts and spit
welds.
2. RICKS Have any rebar inspections been performed. I save Clayton dot -ng some but
there is no mention of any being completed in any reports.
3. RICKS Why are there no bests for g -rout or lean mix concrete,,
4.. RICKS Noreport for any tests for the slab at K4 -ISS to,M4-M8
5. RICKS We have not received any reports since S December we need them for a timely
review to insure carrections are made, if any. A report a month after the fact makes it
very hard for the contractor to made corrections in many cases.
6. RICKS Why aren't there tests for gTout or lean mix concrete? isn't it basically a
footing for a footing?
7. RICKS There are at least 8 pours with no Nests done? 6-25,, 10-3:> 1 10-23, 111-5r 11-6. -25.,
S. Student housing I have received very few reports for student housing. We need to get
up to date on those reports
9. Student bousing Are the drilled and epvxyed hold downs being inspected in the
Student housing units? Are the holes getting deed enough and ars they gaiting cleaned?
Special inspections list
1. Concrete testing, slump, air, compression tests', Tand 28 day pass/fail.
11. Rebar inspections- location andP asslfail.
3. Masonry rebar and grout- location.
4. Welders certifications.
5. Structural steed bolts, and welds — locatians, pass/fail and corrections.
6. Steed decking welds, studs and. location.
7. Fireproofing thickness and density and location etc.
8. Steam pipe welds inside building and location.
9. Epoxy holes cleaned, mixture, temperature, and location.
10. Dens'
iy i�s��ng of soils location and pass/fall under the building.
1 1. EIFS systems for wader resistive barrier to drain moisture.
WS H
DATE.
TO:
FROM
Please
STATE OF IDAHO
FAX TRAN SMI TTS SHEET
NAP -1E: �
CDP
-COMPANY--
PHONE
OMPP.NY:PHoNE #: Z32 - 14ck39
NSF: - 0 &.�
CTTY OF REXBURG
D BOX 260
GE_fz-6z
REX13VRC3, znaA.xo 83440
FAX # (2U8) 359-3022
PHONE # (208) 359-3020
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I'AE
PO Box 280
12 forth Center Street
Rexburg, Idaho $3440
Phony (208) 359-3020
Fax (2Q8) 359-3022
e-mail rexburg@sn+.nit
72
CC° ,
ACCESSialLITY
Exceptions:
1. In multilevel assembly spaces utiEzed for
services, l,'4i1eI'e the SeCDnd floor or
LIU11 6 S -2
Pe_rCent Or less oj
the total seatng capacity, wheelchair space
dusters sha11 be permitted to all be located on
d the main level.
2. In multile-vel assembly seating where the sec-
ond float or mezzan-�-1e Ievel provides 2� per-
cent or less of the total seating capaczt�7 and
340 or fewer seats, wheelchair space clusters
shad bepernlitted to al1 be located on the
main Ievel _
TABLE 11 C8.2.2.1
WHEELCHAIR SPACE CLUSTERS
OF
WHEELCHAIR SPACE CLUSTERS
1101.2-3.2 Separation between CIUSters. Wheelchair
Tace clustffs shall be separated by a. minimuina
intervening rows r a � �mum of tee I t c)
seats. el spaces wit in 4 pile .
1
space cluster shall not be separated by n intervening
row, nor by more than two IntcrvenIng seats,.
more than a 7 -inch (178 nLrn) velfical level
Z:)
Eneption. A vertical level chancye exceedi'ng 7
Inches 1 Pernutted in a wheelchaix
cluster where necessarNr t t �" I
tlin .
110f.2.4 Assi
M. Stadiums,, theaters
auditoriums. lecturehallsand'fixed
seatin c, assem-
b1
rote crrl t
the use of ti -le space shall havean 't1 . ,
e teninc sys-
tem if the area
an audio le t- n
SYStern or the area has a capacity
1100-2.4.1 Receivers- Receivers shall be provided
m with
110f.2-4.1. T nt -five percent of r -
but not
less than two, shall be hearing aid compatible.
2000 INTERNATIONAL BUILDING CODE@
L-,LA=001njLJ I
TABLE 1Y(}'D.2.4.7
RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
110:72 Dining are as. In di nin g are as the to tal fla or are r
it o tt e:at and table s sh all b e ac c es sible.
NJ
11
EXCeTtion: Ire buildings without elevators, an accessi-
ble route to a niezzanine seating area is not required,
provided that the mezzanine contains fess than 25 per-
cent or the fatal area and the same services are provid-
ed inthe accessible area.
.
Fixed or built-in seating or tables. Whe
fixed or b ii t- in e atin a or tables are
provided r i,
areas, ra least ffr
or tabPe-rcent. but nOt less thaa one
such
1, shall be accessible and be distributedo--
out the fac.11ity.
11"2.5.xIng .
In establishmentsVMor
food or dry for consumption
.0 Ing
is at counters exceeding 34 inches (864 aun) in height,
60-inch
ten-,2th portion of the
counter hall be accessible.
11-67.3 �roup 1. Occupancies in Group I shall provide for
accessible features in accordance u�i��� Sections 1107.1
through 1107-3. _3. .:
1-107.3.1Group-1.17 h, {
pandas in GrOUP1-1, t least 4
e t i U Y:' no ess L ,,a_ one, of the resl*dential sleeping
..
and their bangand toijet f cij- ti hi t
be acces
le
1107-12 Group -l-2-. In ,nurs '
5
l t er�t bit not l than one
f the patient sleep -
Ing rooms and their bathin
and toilet f ill f all ]b
�accessible.
a
{ . -
hiafacilitiesand
t �, facilities Group a t least
10 percent,
IF
but
not less than one, of the patient sleeping! rooms ffieir -
t d toiletfacilities a
be accessible -
In hospitc-ds and rehabilitation facilities of Group 1-2
}
conditionsthat erect mobility
2000 INTERNATIONAL BUILDING CODEO"
_
P [
.�7 �• 7s i i
Transm i ss I on Re,-,uIk
Report Memo
.rYTX) Doc - 15 - 2 0-0 3 2 : 59AMI
Date/Time: Dec.15. 2003 2:58AM
F � � e P a g e
No Mo d e t i t i P (S) R e s u I t N t S t
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STATE M�},4FP:k ft M E ". �
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TRAMCIPIT�ALSIM
TO MANE,
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,A
7-32
FROM
P 0 11ex 280
PAX # Me) 35-9-30 .2
SONE # (208) �5.9-3 0z 0
Pleas ± -ward i -M fax rai a t ab-cire. nam;d Edi -v--,: dual
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