HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2010-10-1
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90710 HUNTLEY COURT, COBURG, OR 97408
PHONE (541) 484-1928 I FAX (541) 343-6704
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TESJI; 4 fl T AND
JBjjjJLJJNCE REPORT
FOR: ALIBI TAVERN
KITCHEN HOOD CERTIFICA TION
2422 MAIN ST
SPRINGFIELD OR 97477
HVAC
CONTRACTOR: FM SHEET METAL, INC.
DATE: OCTOBER 1ST, 2010
JOB NUMBER: 1303-A001
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,
Certification No. 2983
90710 HUNTLEY COURT, COBURG, OR 97408
PHONE (541) 484-1928 I FAX (541) 343-6704
.8UHICIAR'l'D~ ~ NWESI
HOOiTHWclOlY ENtilNltEtlINQ BltOilVlll(;, NC
TAB CERTIFICATION
PROJECT: A'f-lBI TAVERN - SPRINGFIELD OREGON
"THE DATA PRESENTED IN THIS REPORT IS A RECORD OF
SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT
HAVE BEEN OBTAINED IN ACCORDANCE WITH THE
CURRENT EDITION OF THE NEBB PROCEDURAL
STANDARDS FOR TESTING, ADJUSTING, AND BALANCING
OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM
DESIGN QUANTITIES, WHICH EXCEED NEBB TOLERANCES,
ARE NOTED IN THE TEST - ADJUST - BALANCE REPORT
PROJECT SUMMARY."
SUBMITTED & CERTIFIED BY:
NEBB TAB FIRM: Air Introduction & Regulation of Eugene, Inc.
TAB SUPERVISOR: Tommy W. Hooker, Jr.
CERTIFICATION NO. 2983 EXPIRATION DATE: 3/31/2012 DATE: 10/1/2010
TABLE OF CONTENT
o
A) Summary
B) Certifications
1). Kitchen Hood Exhaust Verification Pages 1 - 2
2) Make-Up Air
Pages 1 of 1
Hi;~
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.. GUaaIDLA_ a,. JJ;'~~/tlESI
ND<OTkWl;.lIT E..o.~f'."'''''_' s~"",,-,p. INC
Certification No. 2983
90710 HUNTLEY COURT, COBURG, OR 97408
PHONE (541) 484-19281 FAX (541) 343-6704
tomaDaireuaene.com
TAB Summary & Procedures
The existing kitchen hood was tested and CFM calculated, Readings were taken on the
existing Heat Pump/Make-up air system, The Make-up air (outside air) was manually
adjusted until the building pressure was approximately neutral.
INSTRUMENTS
CALI BRA TION DA TE
1. Shortridge Digital Hood
2, Shortridge AirData Multimeter
3, Vane Anemometer
4. Digital Tachometer
5. Water Flow Meter
4/15/2010
4/15/2010
10/29/2009
10/28/2009
10/28/2009
t~' IB,':,iINT J 00 ,DLU,P' ~':ION' "..i
'F~k'_,_;_ ", ____ L,., Ej',.iU,d,J1; .'
ii, AND:' . Gl:JL.A: ON.;,
A SUBSIOu..RYO"- _.J;( '''~~'~:''ESI
NOtrrloWEG'l'" ENOlJ<<:l':RI"'Q aERV~ INO
90710 HUNTLEY COURT
COBURG, OR 97408
PHONE: 541-484-1928 FAX: 541-343-6704
COMMERCIAL KITCHEN HOOD PERFORMANCE VERIFICATION
JOB NAME: ALIBI TAVERN
STREET ADDRESS: ,2422 Main Street Springfield OR 97477
TYPE 1 HOOD:
x
TYPE" HOOD:
CANOPY HOOD:
x
NON-CANOPY HOOD:
ORIGINAL DESIGN CFM:
CFM of Exhaust Fan Intake:
879 CFM
Dimension of Duct Opening into Hood:
12x12
Velocity of Exhaust in Duct:
879
Horizontal Surface Area of Hood:
(62x32) 13,77 Sq, Ft.
TOM HOOKER
Printed Name of Person Performing Test
Signature/Date
Owner/Contractor Name
CCB#
This form satisfies the requirements of Oregon State Mechanical Specialty Code Provision 507.17. All information
given out on this-sheet shall be provided by the installing contractor or air.balancing agency if ap~licable.
Information given shall be obtained by field testing and site verification of installatiqn information.
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SfEI
TEITING & INIPEGlON, INE
r~nical & Conslrudion Services
Compressive Strength of Concrete
fASTI\lI C 39)
CLIENT
Mr. Carl Kern
Sheltereare
PO Box 23338
Eugene, Oregon 97402
PROJECT
AFIY A Apartment Complex
1082 Main St.
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
10-01-10
2107080
7099
BPNO.
COM 2009-01546
60021718
10.25 OF
Clear
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
09-07-10
4"x8"
ESG
3/4'
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
09-03-10
4000 psi
4000 psi
314060
CAST BY
A. Fenstermacher
SACKS
CEMENT
1 TICKET NO.
71' F YARDAGE
62' F WEATHER
South building slab on grade.
5'
7:00 AM
3 days Field Cure
Rem. ASTM C 31
LOAD 1 SAMPLED
From thickened areas.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBSI STRENGTHfPSIl IPS II "TEST FRACTURP*
09-10-10 7 12.56 8.79 67135 5350 8:30 AM 2
1G-01-10 28 12.56 8.73 96465 7680 10:30 AM 5
10-01-10 28 12.56 8.76 98055 7810 7745 10:35 AM 3
Hold
"1- End Cones 2 _ Cone/Split 3 - Columnar 4 -Diagonal 5 - Side (lop or bottom) 6- Side (pointed lop or belloml
REMARKS: Chris (Meill Construction) was advised of on-site test results.
Reviewed By:
(h, <{ Il~L_-
Michael L. M~y~r r
Technical Manager
c:
Sheltercare - Susan Ban (email)
Meili Construction - Curt Meili (email)
Meili Construction - Kris Russnogle (email)
Meili Construction - Andy Renlro (email)
Meili Construction - Chris Hyde (email)
Lunabridge - Destin Ferdun (email)
Bergsund Delaney Architecture - Anne Delaney (email)
Bergsund Delaney Architecture - Julie Romig (email)
Hohbach-lewin - Vikki Bourcier (em ail)
Springfield Church 01 the Brethren - Dale Seese (email)
Michael Roberts - (email)
City 01 Springfield - Denny Wright (email)
MlM:sc
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 and/or malerial evaluated. As such. information contained hereJn shall not be reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authortzatlon
750 NW Cornell Avenue' Corvallis, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road. Eugene, Oregon 97402. phone (541) 684-3849, fax (541) 664-3851
62979 NE Plateau Drive, Suite 3 : Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
, .
CASTILE Robert
From:
Sent:
To:
Cc:
Subject:
Darin Meisenheimer [darinm@emerick.com]
Monday, October 04,20107:46 AM
CASTILE Robert
Josh Ring
Symantec mold
Robert,
Does the city have the ability to test mold to see what type it is? We have some roof plywood that we are scheduled to
tear off, which has some existing mold on the under side. We will be doing the demo from above, but we don't want to
create a hazard in the building below.
Thanks,
PClY~v\' Me~SeV\,Vte~VlA.er, LSSP AP
Superintendent
Emerick Construction Co.
Cell: 503-701-8272
1