1700 NEW YORK AVENUE N.W., WASHINGTON, D.C. 20006 Office: 202.842.2100 Museum of the Bible Submittal Pkg. No.: 074213.13.0 Submittal Review Form Submittal Items 1 thru 1 SG Project No: 26865.000 Response Date: 03/21/16 Agency/Owner: Attention: GC/CM: Museum of the Bible 7707 SW 44 th Street Oklahoma City, Ok 73179 405-745-7341 Cary L. Summers Clark Construction Group, LLC 7500 Old Georgetown Road Bethesda, MD 20814 301-367-8346 Description: A/E: FORMED METAL WALL PANELS SmithGroupJJR. 1700 New York Avenue NW Suite 100 Washington, D.C. 20006 202-842-2100 Attention: Brian Cummings William R. Jones Distribution/Copies: Overnight Mail Courier Hand Deliver Email Constructware X Owner: Museum of the Bible (1 copy) Consultant: X Contractor: Clark Construction Group (1 copy) Consultant: X File: Project File (1 copy) SUBMITTAL REVIEW STATUS: Architect s review is only for the limited purpose of checking for general conformance with information given and the design concept expressed in the Contract Documents. The results of Architect s review are entered in the table below. The Final Review Code prevails. AP APPROVED; AN APPROVED AS NOTED; AN-R APPROVED AS NOTED Resubmit; REJECTED; X Not Requested by Contract Documents; NA No Action Taken, For Record Only Subm # Type Item Description AP AN AN-R REJ NA X 1 074213.13-003.2 Reviewer SD X100 Sill Metal Panels - Shop Drawings Resubmittal Janki Bhatia Comments: *Check submittal since comments listed might not be inclusive or represent graphic issues. X Please refer to attached SGJJR comments. Issued By: Rennie J. Grant P:\projects\26865.000\CA\Submittals\Div 07\074213.13-003.2 - X100 Sill Metal Panels - Shop Drawings Resubmittal\074213.13-003.2.doc 21-Mar-16 1 of 2
Submittal Item file:///p:/projects/26865.000/ca/submittals/div%2007/074213.13-003.2%20-%20x100%2... Page 1 of 2 3/2/2016 Project [113343] - Museum of the Bible Submittal Item View Date 2/29/2016 Clark Construction Group, LLC 7500 Old Georgetown Road Bethesda, MD 20814 Phone: (301) 272-8100 Fax: (301) 272-1926 Submittal Item No. 074213.13-003 General Information Item No. 074213.13-003 Revision 2 Package No. Rev. 074213.13.0 Description X100 Sill Metal Panels - Shop Drawings Resubmittal CSI Code 074213.13 - FORMED METAL WALL PANELS Submitting Company Icon Exterior Building Solutions, LLC Reference No. Copies Required Status In Review Item Type Shop Drawings Responsible Team Adam Byrd (Clark Construction Group, LLC) Member Item Notes Primary Response Submission Notes Review Notes Dates Material Required on Site Approved Submittal Required By Submission Due Required Lead Time (days) Required Review Time (days) 21 Released for Fabrication Material Projected Delivery Actual Delivery Name of Manufacturer Manufacturer Phone Activity ID Project 2/29/2016 Supporting Documents Document Type Document Open Description Date Size (KB) File 074213.13-003.2 - X100 Sill Metal Panel SD For App 20160229.pdf 074213.13-2/29/2016 7808 003.2 - X100 Sill Metal Panel SD For... Distribution Recipient Company Method Date Adam Byrd Clark Construction Group, LLC Email: adam.byrd@clarkconstruction.com 2/29/2016 Andrew Ricigliano Clark Construction Group, LLC Email: andrew.ricigliano@clarkconstruction.com 2/29/2016
Submittal Item Page 2 of 2 Areta Pawlynsky R.A. Heintges & Associates Email: apawlynsky@heintges.com 2/29/2016 Bill Jones SmithGroup Email: bill.jones@smithgroupjjr.com 2/29/2016 Brian Cummings Clark Construction Group, LLC Email: Brian.Cummings@clarkconstruction.com 2/29/2016 Don Posson SmithGroup Email: don.posson@smithgroupjjr.com 2/29/2016 Girish Ganapati SmithGroup Email: girish.ganapati@smithgroupjjr.com 2/29/2016 Jessica Orlando Clark Construction Group, LLC Email: jessica.orlando@clarkconstruction.com 2/29/2016 Marcus Wilkes SmithGroup Email: marcus.wilkes@smithgroupjjr.com 2/29/2016 Meg Connolly Clark Construction Group, LLC Email: meg.connolly@clarkconstruction.com 2/29/2016 Mike Regimenti Clark Construction Group, LLC Email: mike.regimenti@clarkconstruction.com 2/29/2016 Rennie Grant SmithGroup Email: rennie.grant@smithgroupjjr.com 2/29/2016 Rick Yezzi Clark Construction Group, LLC Email: richard.yezzi@clarkconstruction.com 2/29/2016 Ryan Kim Clark Construction Group, LLC Email: ryan.kim@clarkconstruction.com 2/29/2016 Samuel Mitrani Clark Construction Group, LLC Email: Samuel.Mitrani@clarkconstruction.com 2/29/2016 Sean Leng-Smith Clark Construction Group, LLC Email: sean.lengsmith@clarkconstruction.com 2/29/2016 Sharif Khalje R.A. Heintges & Associates Email: skhalje@heintges.com 2/29/2016 Sharon Friedlander Clark Construction Group, LLC Email: sharon.friedlander@clarkconstruction.com 2/29/2016 Tiffany Lau R.A. Heintges & Associates Email: tlau@eharch.com 2/29/2016 file:///p:/projects/26865.000/ca/submittals/div%2007/074213.13-003.2%20-%20x100%2... 3/2/2016
074213.13 1.2A 074213. 003 2 074213.13-003.2 02/29/2016 Adam Byrd 02/29/2016 26865.000 X Janki Bhatia 3/21/2016 AN
SG: It is our understanding that existing CW is at right angle. VIF SG: Conc curb is at right angle, perpendicular to metal panel SG: Conc curb is at right angle, perpendicular to metal panel SG: It is our understanding that existing CW is at right angle. VIF
SG: Waterproofing SG: Stainless steel flashing SG: Mineral wool insulation SG: 109.67 deg, VIF SG: Metal closure panel above SG: Revise detail and continue 2-hr shaftwall assembly further out to face of curtainwall. Refer to CCD-70 SG: Joint in sill panel as required
SG: Provide mineral wool insulation in cavity SG: Refer to CCD-70 for revision to partition walls.
SG: VIF
SG: VIF
SG: VIF
SG: VIF
SG: VIF
AL HEAD PANEL AND AL COPING. COORDINATE WITH X100 SHOP DRAWINGS- 084413-011.2 FOR LENGTH OF AL PANEL HEAD. COMPOSITE METAL CLOSURE PANEL. SEE CCD-43, SHEET A5.2.1. REFER TO COMMENTS ON SUBMITTAL 074213.13-007.0 FOR PANEL JOINTS. X100 CURTAIN WALL ASSEMBLY NEW AL PANEL SILL, REF A5.9.2 PROVIDE AL PANEL TO MATCH EXISTING COPING A EXISTING METAL PANEL COPING 0.040" ALUMINUM END-CAP OVER EXISTING TO BE FABRICATED ON SITE. INSTALL BEFORE NEW SILL EXISTING CURTAIN WALL
SG: End cap to match existing profile SG: New flashing will be required to bridge the gap between existing and new
SG: End cap to match existing profile