Loading...
Report (67) —CSO Bend Carlson Testingin � E echffice Office (503)3603 -49215055 01 250 �� �� `�lQ��}��. �� Salem Office (S41)305-0289 Tigard Office (503)589-1252 (503)684-3460 Special Inspection FINAL SUMMARY LETTER Date: September 1,2017 Job#: 11702459 City of Tigard 13125 SW Hall Blvd Tigard,OR 97223-8199 Attn: Building Division Re: Project Name: Solutions Yes—New Awning Address: 8300 SW Hunziker Rd-Tigard, OR Permit#: BUP2017-00200 Per Chapter 17, Section 1704.1.2 of the International Building Code(IBC),we have performed special inspection of the following item(s)per our inspection reports only: Wedge Anchors The non-compliance (NC) items recorded for each of the above inspection categories, as listed on the non-compliance report, have been either repaired and re-inspected by CTI for compliance or reviewed and accepted by the engineer of record for the project in the"As-Built Condition"or through an RFi. The issuance of this final report is based on the engineer's acceptance of the NC items not specifically re-inspected by CTI. CTI did not provide any additional review or re-inspection of those items beyond the inspections that initial! generated each of these individual items on the non-compliance list. The engineer of record has provided the acceptance of the non-compliance items and as-built conditions. All requested inspections and tests were performed and reported according to the requirements of project documents and to the best of our knowledge, the work was in conformance with the approved plans and specifications, a orders and applicable workmanship, provisions of the State Building Code and Standards, as well asp the structural engineers design changes, approvals and verbal instructions. Our construction inspection and testing services were provided and intended to help reduce the risk of construction defects, deficiencies or omissions that arose during and after construction. Our services do not constitute a warranty or guarantee of any type. Even with diligent construction monitoring and testing, construction defects, deficiencies or omissions in the contractors work may exist. It is the contractor's responsibility to perform their work in accordance with the approved construction documents. CTI has provided its professional services with the degree of care and skill currently exercised under similar circumstances by members of its profession in the same locale. Statements made in our reports are based on technical judgments and should not be construed to be conclusive representations of fact. Our reports pertain to the material tested/inspected only. P:1Prooects1Generaf12017\T17024591Finat Letter 9.1-17.dac Updated 11/30/11 Date: September 1,2017 Job#: T1702459 Page 2 of 2 CTPs services did not include responsibilities related to determining, supervising, implementing or controlling the means, methods, techniques, sequences or procedures of the construction or evaluating or reporting job conditions related to health,safety or welfare. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CARLS N TESTING INC. Doug Loftesness Project Manager sw cc: Pike Awning Company—Dan Spearing DAN@PIKEAWNING.COM City of Tigard Building Division—Walter"Chip"Barnett Final/NCL Only Carlson Testing, Inc. Incompleted Items List(NCL) Sep 01,2017 T1702459. Project Name: SOLUTIONS YES - NEW AWNING Project Address: 8300 SW HUNZIKER RD TIGARD OR Permit No: BUP2017-00200 P.O.No: Project Manager: D. LOFTESNESS Item# Insp. Date Item Description ComplianceDate CTI Sign-Off 1 JD 08/23/2017 ANCHORS DRILLED TO 2-W" AND 2-X" DEPTH, 4" RECEIVED LETTER FROM Cort/20 MINIMUM REQUIRED AT UPPER BRACKETS. D. LOFTESNESS 09/01/2017 ENGINEER APPROVING 2 1/4" & 2 3/4" DEPTH. CC:PIKE AWNING COMPANY - DAN SPEARING CITY OF TIGARD BUILDING DIVISION - WALTER 'CHIP' BARNETT Page: 1 • r--77-777....--•-(E) CONCRETE WALL I ' 1 ' r--tE x3x0'-8' f f Bi i �� IE 1,2 x 3 x 0'-3' (2) 1'2'0 POWERS---� � 'POWER-BOLT+SD1' (4' EMBED) f. I ,• 741is ' - - - GP* - CLEvISII 711 341. ROD W/ THR'D END ___t___ :,...1\ The end anchors only achieved a . 1 21"/23/4" embedment, not the required 4" embed. These two .1____:_'____:,,____. , DO NOT CUT (E) REINFORCING, - 'JUST anchors meet the torque test ANCHOR LOCATIONS AS REQUI D, requirement(tests done by Carlson). TYPICAL. These two anchors are acceptable OD DETAIL as installed. -1,...---(E) CONCRETE WALL 0 [ Imm........... 1E1b II a N. ve c,. �. tYP it 0 I r' TYP 24DS 1 ve I2+88 -moo 1,21+ POWERS 'POWER-BOLD1'� E1 O © (4' EMBED) 0,D PROFCs�,„, 0III ii / C TYP 12,187 PLAN 4 OREGON 1� T,4 I L 15. ,98� E 9N F• NOROti\ EXPIRES:12/31/18 NORDLING Proj. No.: 17-187 4 STRUCTURAL SOLUTIONS,... YESCANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR.97008 Date:JUL 2017 By:JHW Sheet No.:4