Report Fm:(503)620 -2748 ACS Testing Inc. To:McDonalds 05 (15036243681) 17:58 10123108GMT-04 Pg 02 -02
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• 7409 SW Tech Center Dr. Ste. 145
Tigard, OR 97223
Ph: 503 -443 -3799 Fax: 503-620-2748
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SPECIAL, INSPECTION
FINAL REPORT
DATE: 10/27/08 RECEIVED
PROJECT: IVI•Donald's OCT 2 7 2008
PERMIT #: BUP2008 -00300
ADDRESS: 1209() SW Main CITY OFTIGARD
CITY: Tigard STATE: OR BUILDING DIVISION
To Whom It May Concern:
ACS Testing, Inc. attests that their inspectors performed special inspection(s) on a
continuous and /or periodic hasis as required by the specific jurisdiction and /or IBC'. Special
inspection(s) were performed for the following:
Epoxy Anchors
Structural Steel
Based on personal observation, inspection and reports reviewed by me for the above project,
•
I attest on behalf of ACS that work was performed to the best of my knowledge, in
accordance with approved plans, specifications, and the applicable codes and standards for
this jurisdiction.
i
Approved by: - � '2c,.t
Christina Schmidt
Office Manager
•
BRAD YOUNG & ASSOCIATES, INC.
STRUCTURAL ENGINEERING President
October 16, 2008 Brad Young CE C60963
SE 54727
Chip Barrett 1320 w Herndon Avenue, Suite 101
City of Tigard Fresno, CA 93711
13125 SW Hall Blvd
Tigard, Or. 97223 559.222.9600
559.222.9633 Fax
Subject: McDonalds Remodel 12090 SW Main, Tigard, Or. wws¢byaengineering,com
To Mr. Barrett,
There are no welding requirements for the bolt attachment of the bent steel plate
to the wide flange beam. Nor is there a welded connection requirement for the threaded
rod attachment to the bent steel plate. Please see the attached revised detail 4/S2.1.
Please feel free to call me if you have any questions.
Sincerely, a.
Brad Young, S.E.
President
3
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3 1 DETAIL
p ^ SCALE, I" = I' -0"
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8" VERIFY GMU Fir-7/_ _
i ABOVE OPENING 15 / /7.;,--.
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SOLID GROUTED. F .
F J _ /J / / / yrL '/�
�c►�S • N � A iii / / � ALLOW {/4" GAP
ti 1Ck' ]j 5 /8 "mxb" EMBED ALL THREAD a4 (2) 1/2" 0 A307
RODS ®24" O.G. MAX. (3 ��/ BOLTS
.) W/ HILTI RE _ 2" HIGH STRENGTH
It
ANCHORS MIN
s t � � o 500 -SD EPDXY ALTERNATING � / NON - SHRINK GROUT
SIDES OF THE WEB.
� G� y 9 Zo� ��� M) WF BEAM SEE ( 3/4" ED EMBED
v v • r r %ice / THREADED ROD 1"1/ HILTI
Ifie, FRAMING PLAN FOR lac,' RE 500 -SD EPDXY
< < F Y RAE ` �� MORE INFO. % /
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EXPIRATION DATE4- CONTRACTOR MUST COORDINATE BENT PLATE TO b" SOILD GROUTED GMU
BE HIDDEN WITHIN ARCHITECTURAL FINISHES. / WALL
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(E) CMU WALL
/' V
c (N) WF BEAM SEE
f FRAMING PLAN FOR
MORE INFO.
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4 "x6 "x1 /4" fE 4 NOTE:
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v THIS DETAIL ONLY
11 REQUIRED WHEN
I I/2 CONTRACTOR USES A
STEEL BEAM IN LIEU
Q. Q OF CMU LINTEL
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5 B
4
DETAIL
SCALE: I` = I -0°
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DAILY FHJ.REPORT FOR PROPRIETARY ANCHORS
ACS Testing, Inc. Date: Jurisdiction: --- fc\c�
7409 SW Tech Center Dr. Ste.145 J
Tigard, OR 97223 Permit#: or DFS 072- 00e - O OY:
Project Name: (0 1 00. ( NackS
Project Address: iZ 0 q 0 max n
City: -1■5 t State: Q g-
ACS JOB No.:
Concrete Masonry [ Continuous Periodic
YES NO N/A YES NO N/A
l' eviewed prior inspection reports? r r FT . RFI #(S)
Epoxy Anchors? (� r � Completed work complies with specifications? f (�
I A
Wedge Anchors? f Installation complies with manufactures
published instructions and evaluation report? I x
Holes blown and brushed?
I c �
Report left on SITE I
Holes clean and dry? FT FT
Engineers Name providing RFI
Previous non compliance items
inspected?
Engineers Firm providing RFI
Approved plans available?
Titen Screws p p 1) - c - INSPECTION:
Foreman notified of _
nonconformance items? C �> S '` t '� CArtir kireo.i4 (IWO
Concrete/Masonry Strength 4000 PSI ,,
. n ff 2 3 roc1 s \'-v v e C \--v. a\ I. IPA V
Hole Diameter ( 4 1 8 7 I S In. Embedment (D In.
WcA1
Eval. Report # Z�ZZ Exp.Date CD 5 j 0 c
�/ �d�es c ?re�em o a
Anchor Type 7l E} " + 3/v " -h � 4.08,5
Product Type uik\.i 9) �\ SZr )
ACS Testing, Inc. and our employees have no authority to direct or
advise contractors and subcontractors in their work. Code requires
Inspector ! S , Date: r( Y , Building Official's approval prior to covering of any work requiring
t r Special Inspections.