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1 SHS Title IX and Upgrades Request For Information : 26 Subject: Epoxy Dowel CMU Vertical Rebar Author: Riley Tobin Held By: Riley Tobin Date Created: :43am Date Due: RFI Status: Reason for RFI: CSI Trade Code: Subcontractor: Subcontractor's RFI #: 4 Information Requested: Open Field Condition Division 03 - Concrete Westwind Document Reference (Drawing Issuance/Submittal Package/RFI/Other): S5.01 Date Forwarded: Please see the attached RFI form for your review. THIS SECTION TO BE COMPLETED BY THE ARCHITECT/ENGINEER OF RECORD Architect's Response: Subconsultant's Response: Subconsultant's Response Date: See ABHT's response below. Based on the information provided by the contractor, the areas of missing dowels appear to be only at the sill walls below the interior glazing. Therefore, provide the following adhesive dowels: Provide #4 vertical adhesive dowels as required for the 6" CMU wall with 7" embed into the footing in Hilti HIT-HY 200 adhesive. Provide sufficient length to lap to vertical reinforcement. Place a dowel at the first cell from the full height pier and then at 16" on center spacing maximum per the required vertical spacing. Provide hooked slab dowels as required (if bars were not installed per detail 1/S5.01) on each side of the CMU wall with 7" embedment into the footing in Hilti HIT-HY 200 adhesive. The hooked slab dowels shall be placed at 4" from the footing edge. Please note that this adhesive dowel fix shall only be applied at the location indicated per this RFI. The response to this RFI does not allow for adhesive dowels to be placed in similar instances. Please cast in place all dowels as required per details." THIS SECTION TO BE COMPLETED BY CONTRACTOR/SUBCONTRACTOR Impact: Schedule

2 Estimated Cost Impact (USD $): 0.00 Estimated Schedule Impact (Days): 1 Attached Files: Pavilion RFI # pdf Form Created :43am To: Melissa Guarin Jessica Faust, Michael Harmel, Steve McFall, Randall Toma, Duane Wilson :46am By: Andrea Roepke Melissa Guarin, Michael Harmel, Riley Tobin, Randall Toma, Duane Wilson Please provide markup on the exact locations where the vertical wall dowels were not provided. Is this only at the sills beneath the interior glazing or at the piers as well? :54am A document was attached By: Duane Wilson Attached Files: Pavilion RFI 26 response.pdf :56am By: Duane Wilson The piers were poured per plan only the areas missed were below the windows, please see attached drawing. Duane C. Wilson Pavilion Construction Cell: dwilson@pavilionconstruction.com Forward :16pm To: Riley Tobin From: Melissa Guarin Mike Lamberty, Steve McFall, Duane Wilson See Consultant ABHT's response for final comment. Forward :17pm There is no response attached to the form. To: Melissa Guarin From: Riley Tobin Jessica Faust, Michael Harmel, Mike Lamberty, Steve McFall, Duane Wilson :00pm By: Michael Harmel

3 A document was attached Attached Files: Pavilion RFI # _BLRB Response.pdf :01pm By: Michael Harmel Riley Tobin Please see the attached response. Forward :14am To: Riley Tobin From: Melissa Guarin Michael Harmel, Mike Lamberty, Steve McFall, Duane Wilson Please note the design team has provided responses for all RFIs on the ebuilder form per Specification Project Management Database. It is the decision of Pavilion to provide a separate Pavilion RFI form pdf and attachment for the RFI and not fill out the required Ebuilder RFI form areas. All RFIs response completions are based off of ebuilder time stamp of items and not Pavilion's RFI pdf form. Please note requirements per Specification Project Management Database :37pm Form closed. By: Riley Tobin

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5 Sunset High School NW Cornell Rd. Portland, OR To: BLRB ARCHITECTS, P.S. Date: 07/27/2015 Attn: RICHARD HIGGINS 1001 SW 5TH AVE., SUITE 1100 Contact Phone: PORTLAND, OR Contact CC d: REQUEST FOR INFORMATION RFI RFI# 26 Item : Epoxy Dowel CMU Vertical Rebar Reference Drawing Page: S5.01 or Specification Section: Narrative: The vertical wall rebar embeds between the boys locker room and the Mens PE Staff workstaion, and between the girls locker room and the womens PE staff workstation were left out of the footings during the pour. Contractor Solution for Consideration: Please provide a detail for placing these bars using epoxy. Simpson Set-XP is preffered. This is the next area that the masons would like to move to. Critical to Schedule? Cost Impact? Reply Requested by 07/28/2015 to avoid potential impacts to schedule RFI Originated by: Riley Tobin Cell Phone: Address: rtobin@pavilionconstruction.com Description of Response: RESPONSE INFORMATION RFI Approved: Disapproved: Architect: Date Reviewed: Engineer/Consultant: Date Reviewed: Pavilion Construction NW, LLC 4700 SW Macadam Ave. Portland, OR Phone: (503) Fax: (503) Page 1 of 1

6 HB EW1 EW1 EW1 EW1 EW EW1 EW1 EW1 EW1 EW DIMENSION PLAN - LOCKER AND TRAINING ROOMS - LEVEL 1 AREA 2 G1 SCALE: 1/8" = 1'-0" J EM1 EM J-7 J-6 14 EM J-5 30 J-4 J EM2 EM2 J J J-8 16 EM1 EM1 J-11 J GENERAL SHEET NOTES DIMENSION NOTES PERMIT SET SUNSET HIGH SCHOOL TITLE IX AND UPGRADES - INTERIOR RENOVATIONS Beaverton, OR School District #48 Drawing Title: DIMENSION PLAN LOCKER ROOMS LEVEL 1 AREA 2 Date : Drawn By : MAY 15, 2015 Revised : Project No P Stamp Sheet No. of BLRB ARCHITECTS, P.S.

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