051200.004-0 Structural Steel Shops - BRB Frames KPFF-NBBJ-AAN.pdf
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CONTRACTOR SUBMITTAL ISSUE TO NBBJ
NBBJ Submittal
DATE ISSUEDSep 8, 2014
46-051200-0
Number
COMPANYNBBJ
223 Yale Avenue North
GC Submittal
Seattle, WA 98109
46-051200004-0
Number
PHONE / FAX(206) 223-5555
SPEC. PARAGRAPH:
PROJECT NUMBER100822.06
Structural Steel
PROJECT NAMESMC Edmonds ACCSPEC. DESCRIPTION:
Framing
ATTENTION:Barb Gipple
Structural Steel Shop
SPECIFIC ITEM:
Dwgs
CONTRACTOR ISSUED
Sep 8, 2014
ON:
DATE REQUESTED BACK:Sep 18, 2014
DATE RECEIVED @ NBBJ:Sep 9, 2014
DATE DUE BACK TO
Sep 23, 2014
CONTRACTOR:
DATE RETURNED BY NBBJ:
09/26/14
COPIES
ITEMS TRANSMITTED
Format:
SENT VIA
Orig:Prints:SendTo:
1 - 1 -
Description:
046-001--Structural Steel Shop
REVIEW ACTIONApproved as noted
Dwgs;E-dwgs and shop drawings for main structure.
Note: Steel zoning for delivery and erection established
REVIEW NOTE
by Sellen and reflected as such in these shops. Steel
west of YA-line is part of Phase 3 construction and will
Partial submittal. Includes BRB portion only.
be in a separate submittal.
Balance of submittal to follow at later date.
Format:
Orig:Prints:SendTo:
1 - 1 -
Description:
046-002--Structural Design Calcs for
Braced Frames
Format:
Orig:Prints:SendTo:
1 - 1 -
Description:
046-001--Structural Steel Shop
Dwgs;E-dwgs and shop drawings for main structure.
Note: Steel zoning for delivery and erection established
by Sellen and reflected as such in these shops. Steel
west of YA-line is part of Phase 3 construction and will
be in a separate submittal.
Format:
Orig:Prints:SendTo:
1 - 1 -
htts://secure1.nbb.com/CATools/Data/SubForm.asx?SubmittalID=125991&Ms=sav926201
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Description:
046-002--Structural Design Calcs for
Braced Frames
GC REMARKS
NBBJ COMPOSITE RESPONSE
Entered By:
Andris Lapins
Entered Date:
Friday, September 26, 2014 9:58 AM
Advanced copy of BRB portion of submittal returned approved as noted per KPFF review. Balance of submittal to follow.
By: Sage Shingle, KPFF C E
On: Thursday, September 25, 2014 4:57 PM
09/25/14 - BRB submittal drawing have been reviewed and uploaded to CAtools. Entire steel package to follow at later
date.
CONSULTANTS REPRESENTED
ISSUED BY Jenna Shope
PHONE / FAX:(206) 682-7770
NBBJAndris Lapins
NBBJRachel Jenner
EMAIL:Jenna.Shope@sellen.com
KPFF C ESage Shingle
COPY TO:
KPFF C ETom Hudgings
ELECTRONIC ATTACHMENTS
0046-051200004-0 Star Seismic Bracing.zip
0046-051200004-0 Structural Steel Shop Dwgs.pdf
0046-051200-004 Structural Steel Shop Dwgs.docx
140710 Swed. Ed. EL-BWC-01 OFA_9-2-14_KPFF-NBBJ-AAN.pdf
htts://secure1.nbb.com/CATools/Data/SubForm.asx?SubmittalID=125991&Ms=sav926201
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1|Page
SUBMITTALFORAPPROVAL
Submittal#:46051200.004
Rev#:0
7039.SWEDISH/EDMONDSAMBULATORYCARE
Priority:Medium
CENTER
Date:09/08/2014
To:RACHELJENNERFrom:JENNASHOPE
NBBJSELLENCONSTRUCTIONCO.,INC.
223YaleAve227WESTLAKEAVEN
Seattle,98109SEATTLE,WA98109
Originator:YAKIMASTEEL
Description:StructuralSteelShopDwgs
WearetransmittingthefollowingSubmittalPackageitem(s)foryourreviewinaccordancewiththe
contractspecifications.
Pleasereviewandrespondto:JENNASHOPE,by:9/18/2014.
AdditionalNotes:
ItemNumberSpecSectionDescriptionDetailsNotes
Edwgsandshopdrawings
formainstructure.
Note:Steelzoningfor
deliveryanderection
establishedbySellenand
046001.StructuralSteelShopDwgsreflectedassuchinthese
shops.
SteelwestofYAlineispart
ofPhase3constructionand
willbeinaseparate
submittal.
StructuralDesignCalcsforBraced
046002.
Frames
cc:
shop drawings by Yakima Steel to
ensure design intent is accurate.
review and approve gusset plate
KPFF/sms: Star Seismic to
Beams are at same elevation
KPFF/sms: Confirmed.
encased in concrete. GC to
KPFF/sms: Star Seismic to
REF-SS-01. It is acceptable for thebrace connection to be encased inconcrete. It may go up to the back
verify if it is acceptable forbrace installation, typical.
Response from Star Seismic via
coordinate concrete deck
block out as required for
brace connection to be
Yakima Steel 10/2/14:
edge of the collar.
KPFF/sms: See gusset
plate note on SS-01
KPFF/sms: See gusset
plate note on SS-01
09/24/2014
sages