HomeMy WebLinkAboutBuilding Compliance Report 2009-12-9
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Report of Inspection Services
WeldinQ/HiQh-StrenQth BoltinQ
Client: Mr, Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97401
L TO Fleet Building
Remodel Expansion
3500 E, 17'" Ave,
Eugene, Oregon
Date:
Project No,:
Report No,:
Inspector:
10 No.:
Project:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Metalsome Fabrication
Fortis Construction
Shop: Ii!!
Weather:
BPNo,:
12-09-09
2097153
E-24747
M, Meyer
0899705-85
ICC
Field: 0
Inside
COM 2009-1164
Performed visual inspection on two (2) HSS cross-brace frames, Completed welds were checked for size,
length, profile and location,
Jeff (Metalsome) was asked to notify our office when additional services are needed,
To the best of our knowledge, the work checked is in conformance with shop drawing 04 dated 10-23-09
and applicable AWS 01,1 code, except if noted above,
Reviewed By:
;J1, ~/Jur-
Michael L Meyer
Technical Manager
c:
Fortis Construction - Kean Rager (email)
Fortis Construction - Tim Sissel (em ail)
Fortis Construction - Conan Doherty (email)
Pivot Architecture - John Stapleton (email)
Hohbach-Lewin - Vikki Bourcier (em ail)
Balzhiser Hubbard Engineers - Janet Spriggs (email)
City of Springfield
MLM:sc
This report and/of enclosed test data is the confidential property of the cUent to whom it is addressed and pertains to the specific
process and/Of material evaluated. As such. information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed withoul FEI Testing & Inspection. Inc.'s written authorization.
750 WJ ComellAvenue' Corvallis, Oregon 97330' phone (541)757-4698' fax (541) 757-2991
29540 B Airport Road 'Eugene, Oregon 97402, phone (541)68<h3849 'fax(541)684-3851
62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
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".,,,,,..'."."...1..."'.. Geotechnical & Conslrudion Services
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Page 1 of 1
Report of Inspection Services
Weldina/Hiah-Strenath Boltina
Client: Mr, Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97401
L TO Fleet Building
Remodel Expansion
3500 E, 17'h Ave,
Eugene, Oregon
Date:
Project No,:
Report No,:
Inspector:
10 No.:
Project:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Metalsome Fabrication
Fortis Construction
Shop: Ii1f
Weather:
BP No,:
12-08-09
2097153
E-24750
C, Walpole
01040131
AWS CWI
Field: 0
Inside
COM 2009-1164
Performed visual inspection on the following fabricated structural steel headers: 2C, 20, 2E, 3C, 3D, 3E,
3F (2 pieces), 4E (2 pieces), 5B (6 pieces) and 50, Completed welds were checked for size, length,
profile and location.
Fabricator was asked to notify our office when additional services are needed,
To the best of our knowledge, the work checked is in conformance with shop drawings dated 12-01-09
and applicable AWS 01,1 code, except if noted above,
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!! DEe 1 5 2009
Reviewed By:
A,'I.~
Michael L Meyer
Technical Manager
c:
Fortis Construction - Kean Rager (email)
Fortis Construction - Tim Sissel (em ail)
Fortis Construction - Conan Doherty (em ail)
Pivot Architecture - John Stapleton (em ail)
Hohbach-Lewin - Vikki Bourcier (em ail)
Balzhiser Hubbard Engineers - Janet Spriggs (email)
City of Springfield
MLM:sc
-::n
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This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process andfor material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization.
7fIJ t-NV Cornell Avenue' Corvallis, Oregon 97330 ' phone (541) 757-4698 ' fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402, phone (541)684-3849 'fax(541)684-3851
62979 NE Plateau Drive, Suite 3 'Bend, Oregon 97701 'phone(541)382-4844' fax (541) 3824846
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",~~'l\.\ ,f..'_,l~,i.;:'q~""".lht,.
Gedeaulcal & CalsIrucfun Serials
Daily Field Report
Client: Mr, Joe McCormack Project: L TO Fleet Building Date: 12-07-09
Lane Transit District Remodel Expansion Project No.: 2097153
PO Box 7070 3500 E, 17th Ave, Report No.: E-24725
Eugene, Oregon 97401 Eugene. Oregon Inspector: A, Fenstermacher
10 No.: 5258882-49
ICC
Inspection of: Epoxy Dowels Weather: Clearllnside Continuous Inspection: 0
Contractor: Fortis Construction BPNo,: COM 2009-1164 Periodic Inspection: 0
Performed continuous inspection during the' installation of horizontal and vertical
dowels as follows: forty (40) #5 x 40" for CMU infill into CMU wall on line C, from 15 to
16; forty (40) #5 x 40' into concrete slab for new slab tie-in between 17 and'18, from
A.8 to A,9; seventeen (17) #5 x 40' and four (4) #4 x 32- into concrete slab and CMU
wall for new CMU wall tie-in on A.8. from 17 to 18, Prior to installation. the predrilled
holes were cleaned with compressed air and a brush, Verified minimum embedment
depth of 8 bar diameters. Dowels into CMU were installed with Hilti Hit - Hy 150 max
(ICC - ES ESR 2262 and 1967/ expiration date 0612010), Dowels into concrete were
installed with Hilti Hit RE 500SD (ICC - ES ESR 2322/ expiration date 0712010), ,
Kean Rager (Fortis Construction) was asked to notify our office when additional
services are needed,
To the best of our knowiedge, the work inspected was in accordance with plans dated
09-30-09; RFI 69 dated 12-02-09 and applicable workmanship provisions of the I.B,C,.
except if noted above,
Reviewed By:
j?1. 'i, fAr--
Michael L Meyer
Technical Manager
c:
Fortis Construction - Kean Rager (em ail)
Fortis Construction - Tim Sissel (email)
Fortis Construction - Conan Doherty (email)
Pivot Architecture - John Stapleton (email)
Hohbach-Lewin - Vikkl Bourcier (em ail)
Balzhiser Hubbard Engineers - Janet Spriggs (em ail)
City of Springfield
MLM:sc
This report and/or encJosed test data is the confidential property of the client to whom 'it is addressed and pertains to the specifiC
process and/or material evaluated. As such, infonnation contained herein shall nol be reproduced in part or full and/or any part
thereof be disclosed without FEl Testing & Inspection, Inco's written authorization.
7fiJ rm CanelAverue' CavaIis, OEgl197330' Jhre(5'l1) 757-4696' fax(5'l1) 757-2991
29540 BAipat Rood . Eugene. 0Egl1974a2 'JYme (541) 684J849 ,fax (541 )~1
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 ' phone (5'11) 382-4844 ' fax (5'11) 382-4846
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~"~ & 0Jnstrudi0n SeMces
Daily Field Report ,
~I~nl\ Lr.';'.n.'~~lfllhl. .'1'...
Client:
Project: L TO Fleet Building
Remodel Expansion
3500 E. 17'" Ave,
Eugene, Oregon
Date:
Project No,:
Report No,:
Inspector:
10 No,:
Mr, Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97401
12-03-09
2097153
E-24696
M, Meyer
0877905-88
ICC
Inspection of: Reinforced Concrete,
Epoxy Anchors
Contractor: Fortis Construction
Weather: Clear
Continuous Inspection: 0
BP No,: COM 2009-1164
Periodic Inspection: 0
Performed inspection on the reinforcing steel in wash building footing and stem wall on
line 2,B, from line 2,3 to 2,3 +12', Rebar was checked for size, grade, quantity, lap,
spacing, ties and supports, where applicable,
Observed the placement of 2.5 yards of Knife River 3000 psi-concrete (mix
2430NE7200), Concrete was placed directly from truck and was mechanically
consolidated, Cast four (4) 4" x 8" compressed test cylinders and performed field tests
as follows: slump - 23/4"; concrete temperature - 56'F; air temperature - 41'F.
Also observed installation of six (6) #5 x 3'8" rebar dowels into existing footings at lines
19C and 170.4 (three (3) at each location) for new continuous footing connection,
Prior to installation, the pre-drilled holes were cleaned with a brush and compressed
air, Verified minimum embed depth of 5", Dowels were secured with Hilti RE500SD
epoxy (ICC-ES ESR 2322/expiration date - 09/2010),
Bill Henderson (McKenzie - Commercial) was asked to notify our ofFice when additional
services are needed,
To the best of our knowledge, the work inspected was in accordance with conformed
drawings dated 09-30-09 and applicable workmanship provisions of the I.B,C" except if
noted above,
Reviewed By:
/h . 'f.. f}..... ./
Michael L. Ml;er
Technical Manager
c:
Fortis Construction - Kean Rager (email)
Fortis Construction - Tim Sissel (em ail)
Fortis Construction - Conan Doherty (email)
Pivot Architecture - John Stapleton (email)
Hohbach-Lewin - Vikki Bourcier (email)
Balzhiser Hubbard Engineers - Janet Spriggs (email)
City of Springfield
MLM:/d
This report andlor enclosed test data is the confidential property of the client to Ylhom it is addressed and pertains to the specific
process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FE\ Testing & Inspection, Inc.'s written authorization.
7fIJ WI CaneII Averue ' CavaIIis, Oeg:n 97331' p'rre (541) 757.4698' fax (541) 757-2991
29540 B Aipat Rm:I' Eugere, Oeg:n 97402 . p'rre(541) 684-3849' fax (541) 684-3851
62979 NE Plateau Drive, Surte 3 ' Bend, Oregon 97701 . phone (541) 382-4844 ' fax (541) 382-4846
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"'''''''''.'''''''''''''IllIlI ~ , .;...aJ & ConslrucIion Services
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Field Density Test Results - ASTM D 2922
Client: Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene. Oregon 97401
Project: L TD Fleet Buildin9
Remodel Expansion
3500 E, 17'" Ave,
Eugene,Oregon
Date:
Project No,:
Report No,:
B,P, No,:
12-03-09
2097153
E-24695
COM 2009-1164
MOISTUREIDENSITY DATA: ASTM D698 - Maximum Dry Density of 129,8 pcf, at 10,6% moisture, is from our sample
no, 2138 dated 11-17-09 for 3/4"-0 crushed gravel (Delta Sand and Gravel),
Near lines 18D.4
Near lines 19D,2
I
Approx.
Elev.
FG
FG
Wet
Density
(pet)
132.5
132.4
Percent
Moisture
5.5
7,2
Dry Density
(pet)
125,6
123,5
Percent
Compaction
97,O
95,0
Compaction
Requirement
I 95,0 I
95,0
Test
No,
I_L
Approximate Location
Tests performed at finished grade of base rock under continuous footings,
Remarks: Bill Henderson (McKenzie - Commercial) was advised of test results,
Reviewed By:
I?'li,~
Michael L Meyer
Technical Manager
c:
Fortis Construction - Kean Rager (email)
Fortis Construction - Tim Sissel (email)
Fortis Construction - Geoff Miller (em ail)
Pivot Architecture - John Stapleton (email)
Hohbach-Lewin - Vikki Bourcier (email)
Balzhiser Hubbard Engineers - Janet Spriggs (em ail)
City of Springfield
MLM:ld
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and penains 10 the specific process and/or material evaluated. As such, information
contained herein shall not be reproduced in part offul! and/or any part thereof be disclosed without FEI Testing & Inspection. Inc:s written authorization.
701:) NW CcrnelI A\61"" Cav.ll1i>, OI~ 97330' phme(541) 7574(f}8' fux(541) 757-2991
29540 B AiqxJt RmI. Euga1e, 0Ryn 974m 'J:Ime(541 )684-3849' fux (541 )684-3851
62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
~
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1f1~'tII\lfl;.II'~I;'l'.IIIl.W!II
~ . ~ & Construcfun Services
Daily Field Report
Client: Mr. Joe McCormack Project: L TO Fleet Building Date: 12-01-09
Lane Transit District Remodel Expansion Project No.: 2097153
PO Box 7070 3500 E, 17'h Ave, Report No,: E-24692
Eugene, Oregon 97401 Eugene, Oregon Inspector: M, Meyer
10 No.: 0877905-88
ICC
Inspection of: Epoxy Anchors Weather: Overcast Continuous Inspection: 0
Contractor: Fortis Construction BP No.: COM 2009-1164 Periodic Inspection: 0
Performed continuous inspection during instaliation of fifty (50) #4 x 30" rebar dowels at
:t16" on center into existing floor slab for connection of south and west 4" CMU training
room walls, Prior to installation. the pre-drilled holes were cleaned with a brush and
compressed air. Verified embedment depth of 4', Dowels were secured with Hilti Hit
RE500SD epoxy (ICC-ES ESR 23221expiration date: 07/2010),
Also, witnessed installation of two (2) #7 x 22' and three (3) #5 x 23' rebar into existing
footing and stem wall in wash building at lines 2,B2,3 for connection of new foundation,
Pre-drilled holes were cleaned as noted above and embedment was verified at 8" for
#7 bar and 6" for #5 bar. Rebar was secured with same epoxy as noted above,
Kean Rager (Fortis Construction) was asked to notify our office when additional
services are needed,
To the best of our knowledge, the work inspected was in accordance with conformed
drawings dated 09-30-09 and applicable workmanship provisions of the I.B,C" except if
noted above,
Reviewed By:
Ih.'i.~/
Michael L M~er
Technical Manager
c:
Fortis Construction - Kean Rager (email)
Fortis Construction - Tim Sissel (email)
Fortis Construction - Geoff Miller (em ail)
Pivot Architecture - John Stapleton (email)
Hohbach-Lewin - Vikki Bourcier (email)
Balzhiser Hubbard Engineers - Janet Spriggs (email)
City of Springfield
MLM:ld
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s wriUen authorization.
7ffJ NVV CarelAverue' CavaIIis, Qeg:x19733J' p'1cre(541) 757-1696' fax (541) 757-2991
29540 B Aipat RcOO ' Eugene, Qeg:x197402 ' p'1cre (541) 684-3849 ,fax (541) 684-3851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 3824844 ' fax (541) 3824846