HomeMy WebLinkAboutT2M INSPECTIONS (1) - 05-00099 - BYUI Snow Building - AdditionP.O. Box 143
Rexburg, ID,83440
208-757-9172
BYU Idaho - Eliza R. Snow Building
Special Inspection Items
1. Grading
z. Reinforcing Steel
3• Reinforced Cvnerete
4• Structural Masonry
5. High Strength Bolts
6. Anchor Bolts
7. Epoxy Anchor Bolts & Dowels
8• Structural Steel & Welding
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P.O. Box 143
Rexburg, ID 83440
2 0 8-40 3- 18 50
4r6/o5
Val Christensen.
Building official
City of Rexburg
12 North Center
Rexburg, ID 83440
E BYU Idaho Special Inspections 2005 Projects
Dear 'I,
Attached are
copies of the required special inspections that TQM
Consulting
will
be performing on BYU
Idaha`s 2U05
projects. If you have any questions please contact
nye at 208-757-9
72. Thank
you.
Sincerely,
Bret L. M
TZM Consulting
f
Jun 08 05 03:01a
r
.Cc E3.Y,
'�► °�+� �r� �� t: tea. 'n Nr'!7y,er
Bret, McGowan
ig
7024372962
BYU Idaho - Eliza R.Snow Building
Special Inspection Items
I. Grading
2. Reinforcing Steil
3. Reinforced Concrete
4, Structural Masonry
S. High Strength Bolts
6. Anchor Bc1ts
7, Epoxy Anchor Bolts & Dowels
S. Structural Steil & Welding
p. 3
P.O. Box 143
Rexburg, ID 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
FAM s M1k ____►
r4
4
REPORT OF
NON-COMPLIANCE
suPT. T�uSTY
Non-Complianw No. w
Reference Report No-
Inspec6on
Date
Permit No. Q� pr+y.ygq
PA ti L „l, cs F W.JL
T2M PROJECT NO. OS - 00 �
AREA OF INSPECTION
INSPECTION AND / OR TESTING INDICATES THAT THE FOLLOWING WORK HAS BEEN FOUND TO BE IN
NON-COMPLIANCE WITH:
ARPRUVED PRL7JIECT PLi4NS � UBS CDOES AND STANDARDS
PROJECT SPECIFICATIONS � City of Rexburg Technincal Guidelines
SHOP DRAWINGS
OTHER
NATURE OF [3ISCREPANCY.`
W&LE
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THIS'NOTICE DELIVERED TO
DISTRIBUTE COPY TO CITY OF REXBURG BUILDINGDEPARTfiIIENT
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BY (PRIMMD)
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P 0. Box 143
Rexburg, ID 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
INSPECTION S
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DAILY REPORT OF
SPECIAL INSPECTIONS
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Based upon our observation and tests, the above described
ork was found to be in Compliance with the referenced plan5,
INITIALS
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P-0- Box 143
Rexburg,, 83440
(208)656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
1 16*4 4 001
NON-COMPLIANCE
TYPE OF INSPECTION
AREA OF INSPECTION
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Non -Compliance No. N C " 3
Reference Report'No. t -\a
Inspection Date
Permit No.
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T2M PROJECT NO-
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KA APPROVED PROJECT PLANS � UBC CODES AND STANDARDS
PROJECT SPECIFICATIONS City of Rexburg Technical Guidelines
SHOP DRAWINGS El
{ETHER
NATURE OF DISCREPANCY:
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P. 0, Box 143
Rexburg, ID,83440
(208) 656-0778
PROJECT
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CLIENT
DAILY REPORT OF
SPECIAL INSPECTIONS
CONTRACTOR a H A F �_
INSPECTION SUMMARY
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Report No. (7,
Page I of ti.�
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M = Structural Masonry R = Reinforcing Steel S = Structural Steel X —Epoxied Anchor Bolts &Dowels
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Based upon our observation and tests,, the above described
work was found to be in compliance with the referenced pans.
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INITIALS
P 0- Box 143
Rexburg, IE] 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
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DAILY REPORT OF
SPECIAL INSPECTIONS
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M = Structural Masonry R — Reinforcing Steel S Structuraf-Steel X =,
Epoxied Anchor Bolts & Dowels
�,.�.-- � - � ��� _ Based r upon our observation and tests, the above described '
work was found to be in mP1 cotance with the referenced plana.
SPECIAL INSPECT RIRINTED)
SIGNA-1"URE., INITIALS
DAILY REPORT OF
If 71.'Vp
SPECIAL INSPECTIONS
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P. O. Box 143
Rexburg, ID 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
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-
INSPECTION SUMMARY
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Report No. �� "L.��_
Page of -�
(nspection Date � - � � p
Permit No..
T2M PROJECT NO. t"O'
IBC Structural Item Codes
AB — Anchor Bolts C = Reinforced Concrete F = Fireproofing HB —High Strength Bolts
M — Structural Masonry R = Reinforcing Steel S =Structural Steel X = Epoxied Anchor Bolts & Dowefs
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used upon our observation and tests, the above described
work was found to be in compliance with the referenced plans,
INITIALS
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P.O. Box 143
Rexburg., ID 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
TYPE OF INSPECTION
AREA OF INSPECTION
60
Alow BRAG.
REPORT OF
NON-COMPLIANCE
SUPT. R u 5zY
Non -Compliance No-
Reference
Report No.
Inspection Dade t 70j"a
Permit No. 4> .. &16
rA tie LE C5 F:
T2M PROJECT NO. OS' 00I
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INSPECTION AND 10R TESTING INDICATES THAT THE FOLLOWING WORK HAS BEEN FOUND TO BE IN
NON-COMPLIANCE WITH:
APPROVED PROJECT PLANS UBC CODES AND SDAR-rlDa
PROJECT SPECIFICATIONS � City of Rexburg-l-echninca! Guidelines
SHOP DRAWINGS
NATURE OF DISCREPANCY: OTHER
THIS NOTICE DEUyERED T�0�
DISTRIBUTE COPY TO CITY QF REXBURG BUlLp)NG--DEPARTAI��NT
11
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SPECIAL f
AT
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P. O. Box 143
Rexburg, ID 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
DAILY REPORT OF
SPECIAL INSPECTIONS
aa�
INSPECTION SUMMARY
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Based upon our observation and tests, the above described
work was found to be in compliance with the reference-cl
plans.
P. Q. Bax 143
Rexburg, ID 83440
(208) 656-3778
PROJECT
LOCATION -
CLIENT
CONTRACTOR
.",,
DAILY REPORT OF
SPECIAL INSPECTIONS
L4!�I�-�17-
INSPECTION SUMMARY
SPECIAL
SIGNATURE
SUPT.
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Repan No..
Page s2 of
Inspection Date �-
Permit No.
T2M PROJECT NO. 3
JIlu(G- A -PE - 1I
Based upon our observation and tests, the above described
work was found to be in compliance with the referenced pians,
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R O. Box 143
Rexburg, ID 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
INSPECTION
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DAILY REPORT OF
SPECIAL INSPECTIONS
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Permit Nv.
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IBC Structural Item Codes
AB Anchor Bolts C
Reinforced Concrete F = Fireproofing HB High Str
ength Bolts
M StructLiraj Masonry R Reinforcing Steel S Str
Uctural Steel X Epoxied Anchor B01ts & Dow
els
Based upon our observat'
�Yl
ion and tests, the above described
work was found to. be in cornpHance with the referenced plansd
SPECIAL INSPECTOR (�HWTE
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Date Thursday, January 5, 20Q6
To Joe Smith, Gould Evans
From Corey Pnce cprice@reaveley.coni
Mark Ham's inhari-is@reaveley.com
Ron Reaveley rreaveley. reaveley. coin
Subject BYU Idaho Eliza R. Snow Performing Arts Center-Machamcal Tunnel Missing
Concrete Foundation Wall-, Area A
We understand that the existing slab on grade is not supported on the existing foundation wall at
the mein level entrance at Area AJUst sauth of grid A10. The new suspended slab above the
tunnel was designed to connect with a foundafion wail in this area, as shown in Detail D4/SF501
SIM. A. new 8" foundation wall shall be poured directly adjacent to the existing foundation wallas shown in, the attached detail. The ��eiv foundation wall will then support the new tunnel
suspended slab.
Consulfing Engineers
Isis 1100 East
Salt Lake City, Utah 84105-2424
%on 1
fax (8 01) 495-0 911
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R E �j��'� & AssccTAIM,INc.
�-�O�}LL7
location
date
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P.O. Box 143
Rexburg, ID 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
TYPE OF INSPECTION
AM17A r— a&ir%r-tir— —w" d...` .
)VOW 3 Lf� CT_ &
REPORT OF
NON-COMPLIANCE
SuPT_F�lhd_UaTy
L ST�E�
T2,M PROJECT NO.
Non-compliance No.
Reference Report No, �_\\
Inspection Date _l,alm
Permit
rA Up C- 1 0 1
M�W_m_ m =I 4
INSPECTION AND 1 OR TESTING INDICATES THAT THE FOLLOWING WORK HAS BEEN FOUND TO BE IN
NON-COMPLIANCE WITH:
AFPRQVEt) PRUJECg PLANS UBC CODES AND STANDARDS
PROJECT SPECIFICATIONS � City of Rexburg Technincal Guidelines
SHIP DRAVYfNGS n
L1
OTHER
NATURE OF DISCREPANCY,
THIS NOTICE DELIVERED- TO
DISTRIBUTE COPY TO CITY OF REXBURG BUILDING -DEPARTMENT
T
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SPECIALINS
P_ s
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OF- 7 e.
P
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�OG��SM[LETpCMG
P. O. Box 143
Rexburg, ID 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
INSPECTION SUMMARY
DAILY REPORT OF
SPECIAL INSPECTIONS
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-work was found to be in compliance with the referenced piam5.
(C-))
R 0. Box 143
Rexburg, ID 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
DAILY REPORT OF
SPECIAL INSPECTIONS
INSPECTION SUMMARY
(� �'1 f�E && KIP
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SUPT.
T2M PROJECT NO.
Report No. ts
Page of
inspeci'ron Date �.:'� - .� -��
I Permit No. I
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NSPECTOR TRINT-Imi
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Based upon our observation and test -S,
_t work was found to be in compfi ance witthe above described
h the referenced plans.
.,411-)
INITIALS
If
Post -W Fa
Date Tuesday, Dec=ber 20, 2005
To Joe Smith} Gvulid Rvafis
From Corey Phc.e C
Price@reaveley.-COM
Subject
Mark Hamr s niharriy@reaveley, co m -
Ron Reavelreaveleyxom
13YU Idaho Eliza R. Snow Performing Arts Center. echcal T%unnel Steel
._—�
Beam Connectians- Area A
*MtL
The f011av�ir�g items are xrV"F%a1"r;S for s"
-"S C em in �tYU IdahoLliza R..
fabn_u Snow Ferfomiing Arts Center project Xtsthe
- The repm"rs shall be at made at no co -A to the owner.
with I
We -understand that the Contractor has requested to weld one gide of the beam connections wim
9hop numbers I I -B6 aid I I wB 1 2 in the tunnel of Area. A lieu of bolting, The co=eetions must
be verified by the Con#raotor to have 2'°weld retums on the to�-1.4abetween
bottom of the �hre�.side�i
weithe beam web and the she.Pr welds sball be Y4" fillet welds, If a bolt hole
intexswthe vertical weld at these locations, the bolt holes sh&H be filled wifth weld inaterial as
per the AWS procedure and the veTtical weld made continuom,
�� 0
should bo noted that the above repmr usi 9 ng fillet weld$ in lieu of the s wified bolted
6 P
connelotion kall only �ae used with written, am. oval -by theEn�in=,In -
ansulang Engineory
151 S S 1100 Rafft
3RIt Lske UtY� Utah 84105-2424
pbone (80 1) 4"6_3 8 8 3)
fbx (801) 485.0911
P.O. Box 143
Rexburg, I D 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
REPORT OF
NON-COMPLIANCE
a .1
TYPE OF INSPECTION
AREA OF INSPECTION
T2M PROJECT NO.
EEE%Mp *=mole
/""a
Non -Compliance No.
Reference Report N
lnspection Date4'..00-- --.q
Permit No. ..nr^y�!3
INSPECTION AND / OR TESTING INDICATES THAT THE FOLLOWING WORK HAS BEEN FOUND TO BE IN
NON-COMPLIANCE WITH:
9.—APPROVED PROJECT PLANS
PROJECT SPECIFICATIONS
SHOP DRAWINGS
NATURE OF DiSCR17=PANCY:
Ef---UB'C CODES AND STANDARDS
City of Rexburg Technincal Guidelines
0
OTHER
THIS NOTICE DELIVERED TO
11 y K L) %5 -
(CONTRACTOR)
DISTRIBUTE coPY To CITY of REXBURG BUILDING DEPARTMENT
r�4CUi
N—SATE I
W_.eA1%0
F.�
AT
SPECIAL INS
IGNATU
(TIME
D BY f(PRINTEa)
DAILY REPORT OF
SPECIAL INSPECTIONS
...rte.
U ILU NN,
P. 0. Box 143
Rexburg, I 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
7w Rill lot
9 U Co) A 9 0
0A N 4 1ZA S U PT �vSTY
INSPECTION SUMMARY
T2M PROJECT N0.
Is
ft
Report No. Ce
Page f of
Inspection Date Al am
Permit Na.a 0(96,7
A: Coma nu -r Of: Six I I nawr�& ILLn T4
Lam. 'C� EP Kt_._____
IBC Structural Item Codes
AB = Anchor Bolts C =Reinforced Concrete F _ Fireproofing HB —High Strength Bolts
M = Structural Masonry R =Reinforcing Steel S = Structural Steel X = Epoxied Anchor Bolts & Dovveis
Based upon our observation and tuts, the above descried
work was found to be in compliane wi
cth the referenced plans.
INITIALS
Z��0�7a�JI�����7�
P. O. Box 143
Rexburg, ID 83440
(208) 656-0778
INSPECTION SUMMARY
DAILY REPORT
CONTINUED
T2M PROJECT NO.
i W -Mb -W
A affimmi
Report No. C..no"
In I
Page of
Inspection Date
M -1164.m
PRINTED qmPwmF-vP,%wA,
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P.O. Box 143
Rexburg, ID 83440
(208) 656-0778
PROJECT
LOCATION
CLIENT
CONTRACTOR
REPORT OF
NON-COMPLIANCE
Non -Compliance Na_ up ,
Reference Report No --8,",10
Inspection Date
U I L.b M CT Permit No. Q Q q q
TYPE OF INSPECTION
AREA
OF INSPECTION
Ely
r,�
SUPT.
T2M PROJECT NO-
INSPECTION AND ! OR TESTING INDICATES THAT THE FOLLOWING WORK HASBEEN FOUND -
TO BE IN
NON-COMPLIANCE WITH.-
APPROVED
ITH:
APPRUVED PROJECT PLANS � UBS ODES AND STANDAROS
PROJECT SPECIFICATIONS � City of Rexburg Technincal Guidelines
Q SHOP DRAWINGS�—#
�J
NATURE OF DISCREPANCY: OTHER
THIS NOTICE DELIVER , ED TO
(CONTRACTOR)
(TIME)
DISTRIBUTE COPY TO CITY OF REXBURG BUILDING DEPARTMENT I
NATU
S
51
BY (PRINTED)