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MAR -18 -2009 WED 07:38 AM CARLSON TESTING INC, FAX NO. 5036840954 P, 02/02 • eUp ,GUC'UGk7 /3 • C lJ 4n Pplir V.I•' l Wee krun Carlson Testing, Inc. A�,hc:Ir'. /Uncul' x1160 Hu,h „,V�' (LL'3 U11 A71,TN,1 kl( y 7: Ou vi 1,1 LJ.7tll a.,•/ oft 977u! M., gbh 61,1 Poii,,,r(SUL Id9 -1!t! nom. ft., ll.tAq.Drt.i t'onst.XUCCici1 matc'ials Testing & IhSpectior2 vnr " csn�rrs,.nu . r+ Fnr:rnlslscv.l.lau n,rrrsan.l • • • Special Inspection FINAL SUMMARY LETTER - March 11, 2009 T0908821 • City of Tigard' 13125 SW Hail Blvd Tigard, OR 97223 -8199 • Attn`. Building Department • • Re: Oregon Business Park III -- Bldg. 219 (Roof Collapse Repair) • Permit # BUP2009 -00013 Dear Sir or Madam: This is to certify that in accordance with Section 1704.1.2 of the International Building Code; we have performed special inspection of the following item(s) per our inspection reports only: • Installation of Adhesive Anchors • Installation of Expansion Anchors • Structural Steel Field All 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, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's ' design changes, approvals and verbal instructions. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. • Respectfully submitted, • • CARLSON TESTING, INC. �{ � - • Andrew M. Ewing • Project Manager • • AME /cn cc: Pactrust - Dick Krippaehne • City of Tigard Building Division VLMK -Chris Palmateer • Emerick Construction Co. -; Art Beyer Emerick Construction Co. — George Benes • . . • • .. .. . , Job ?P\C- gOoF Co t.-i-APSE , ; 7 1:, TT, - .-:-:, ' : - CONSULTING C'V,,X4 - -. ',. . ' ENGINEERS client FA C;r1Z-JST . Job No C 2-0 859 3By 3933 SW Kelly Avenue 0 Portland • Oregon 97239-4393 503.222.4453 503.248.9263 Date 01 Sheet No. 5-to 1:•',;. E , . . . . • : : : . , : : , , • : r• . , -• . . . • , , , .., . . • • . . . . . . . . , _ • . „ r . ' : • . : . . . . . , . . .. . - '.j -: -• . .-.. . . . 4 - I , ' : '' .;_ ...--__.44E0_6.PEI.,.;. 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' ' i • i : ,' • • : i ::_ ; : . • . • • . i • ' . : . r t... -- ..- - - .a.r f ... . ÷ 4 ,. .. ! . ! . e -,- 17 -7 elt- ?L- • ... ... . . „... . -.. :. - ' ' • •• - - --- 6:...*.:* -06.1 , . . , ! ' : : - 1 . ! , :: : , : ; .. : • -., .. .. : ::; -: , -: : : '„-]::• ,., ;,.• - :,.: • . . . : ..,,— : . : ,,: , : : : , , . i , , : , , - — , ; f i . • : ; 1 - - -; - - i -. -ti; '; - -- ' : •-• '- -: • ' 4-'4% ' s"-. 4- i : : ; : :, :, ; i. i : ; • ' ..i i ; i i : : ; '; -; ; . '! : ;': • -- 1. ••••.-., . -.:; • : • ' - . , 6; --, -;;;,- F. . ; 61 , :; ,;:, , , , -.- ..., ..--..,,-4 . 6 ,6 do .......,-. 6. f-, 6 666.R,..,..6--,f1., . ..- . . Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 o Tigard. Oregon 97281 Salem, Oregon 97301 Bend. Oregon 97708 ;d ; riso �' � ® a �� 9 I '' ? Co Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541) 330 -9163 Daily Report of Proprietary Anchors Client: PACTRUST - DICK KRIPPAEHNE Project: OREGON BUSINESS PARK III - BLDG 219 (ROOF COLLAPSE REPAIR) CTI Job #: T0908821. Address: 15675 SW 72ND AVENUE PORTLAND OR Jurisdiction: TIGARD CTI representative R. BATY OBOA 411 was on site this date Jan. 30, 2009 to perform Special Inspection for: Permit BUP2009 -00013 DFS #(s) PO Number: SCOPE OF INSPECTION Location of proprietary anchors inspected [to include grid lines, elevations (floors) and drawing details]: 1. Checked in with superintendent or client representative. MONITORED THE INSTALLATION OF (46) VERT. 3/4" Name: GEORGE DIA ATR INTO 7/8" DIA HOLES WITH 4" EMBED PER Company:, EMERICK RFI #001. LOCATION: WEST SIDE OF BUILDING, ROOF TOP LEDGER. 2. Inspection was "IBC" ® Continuous El Periodic PROPRIETARY ANCHORS Yes No N/A 1. Reviewed previous inspection reports? x 2. Reviewed evaluation report? x _ Verified following items meet manufacturer's REPORT SUMMARY published installation instructions. 3. Verified minimum embedment depth of the 1. Work inspected was: © Completed ❑ In progress anchors. x 4.Verified installation of the anchors. 2. Completed work inspected was in compliance with x Approved plans and specifications 0 Shop drawings 5. Verified anchor diameter. X 6. Verified steel grade. x ® RFI El Design change El Submittal El N/A 7. Verified hole diameter. x x Document #(s) RFI 001 Dated: 01/28/09 8. Verified type of drill bit used. 9. Verified hole cleaning method. X 3. Noncompliance item(s) were noted this date, details on 10. Verified adhesive application. x following page(s). El Yes El No E N/A 11. Verified edge distance. X 4. Noncompliance item(s) were reinspected this date, details 12. Verified spacing. x on following page(s). n Yes El No ® N/A 13. Verified installation torque. x 0 Conform El Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR -2322 (11/01/07) GEORGE of EMERICK Name of product being installed HILTI RE 500 SD Batch Number 1809081704 L5 Expiration Date 09/2009 Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. 0 See additional report page(s). El Distribute attachments. Page _ 1 of 1 Daily Report of Proprietary Anchors For: 01/30/2009 CTI Job #: T0908821. Project: OREGON BUSINESS PARK III - BLDG 219 (ROOF COLLAPSE REPAIR) Notes: In some cases more than one box may be checked for a given item on the front page. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Reviewed By: Andrew M Ewing Review Date: 02/09/2009 RB /CK PACTRUST - DICK KRIPPAEHNE TO: CITY OF TIGARD BUILDING DIVISION VLMK - CHRIS PALMATEER EMERICK CONSTRUCTION CO - ART BEYER ' r N ' •4 f 'r s ' ' CONSTRUCTION CO. SPECIAL_ PROJECTS GROUP DESIGN CLARIFICATION /VARIATION REQUEST Project #1908 - PacTrust Roof Collapse Run Date: 1/28/09 9:04 AM Emerick Construction Company Phone: 503.- 777 -5531 8850 SE Otty Road Fax: 503-771-2933 Portland, OR 97086 DC /VR #: 001 DC /VR DATE: 01/27/09 DESCRIPTION: Epoxy change for Detail 2/S5 of the 3x6 plate DOCUMENT REFERENCE: Detail 2 /S5, Detail "Z Clip on TJH" from I -Level Trus Joist PREPARED BY: George Benes,"Emerick Construction Co. REQUESTING FIRM: George Benes, Emerick Construction Co. REQUEST: Per phone conversation on 01 -27 -09 between Jared (VLMK) and George Benes (ECCO) the alternate method of anchoring the 3x6 plate per Detail 2/S5 is to. use Hilti HIT RE 500 SD epoxy adhesive, 3/4" threaded rod with 4" minimum embedment. The SIMPSON STRONG BOLTS will be used for the ledger (Detail 1 /S7) and all of the drilled holes where the 5" depth was achieved. Please confirm. REPLY REQUIRED BY: I ASAP I POTENTIAL COST IMPACT: I Yes I' POTENTIAL SCHEDULE IMPACT: I Yes ARCHITECT /ENGINEER REPLY: 91 2 -0(JED C HAN (5e ; - vL.M14 INSTRUCTIONS FROM ARCHITECT /ENGINEER TO EMERICK CONSTRUCTION ❑ Proceed with this work if no cost to owner. ❑ Proceed with this work on a Time & Materials basis. ❑ Proceed with this work while pricing. ❑ Do not proceed with this work until approved by Change Order SIGNED (ARCHITECT): / — 1/ C 4 A DATE: I — SIGNED (CONSULTANT): DATE: TEL 503.777.5531 / FAX 503.771.2933 / www.emerick.com / CCB #10723 PO BOX 66100 * PORTLAND, OR 97290 -6100 / 8850 SE OTTY RD * PORTLAND, OR 97266 -7328