055100.001 Stairs_1,2,3_Calcs_KPFF-NBBJ-NR.pdf
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CONTRACTOR SUBMITTAL ISSUE TO NBBJ
NBBJ Submittal
DATE ISSUEDNov 25, 2014
99-055100-0
Number
COMPANYNBBJ
223 Yale Avenue North
GC Submittal
Seattle, WA 98109
99-055100001-0
Number
PHONE / FAX(206) 223-5555
SPEC. PARAGRAPH:
PROJECT NUMBER100822.06
SPEC. DESCRIPTION:Metal Stairs
PROJECT NAMESMC Edmonds ACC
Stairs #1,#2,#3 Shop
SPECIFIC ITEM:
ATTENTION:Barb Gipple
Drawings and Calcs
CONTRACTOR ISSUED
Nov 25, 2014
ON:
DATE REQUESTED BACK:Dec 9, 2014
DATE RECEIVED @ NBBJ:Nov 26, 2014
DATE DUE BACK TO
Dec 11, 2014
CONTRACTOR:
DATE RETURNED BY
12/19/14
NBBJ:
COPIES
ITEMS TRANSMITTED
SENT VIA
REVIEW ACTIONPartially approved as noted
REVIEW NOTE
GC REMARKS
NBBJ COMPOSITE RESPONSE
Entered By:
Andris Lapins
Entered Date:
Friday, December 19, 2014 10:49 AM
Calculations not reviewed, retained for record. Shop drawings partially approved as noted. Revise & resubmit guardrail &
Calculations not reviewed, retained for record. Shop drawings partially ap
handrail details as noted.
Entered By:
Sage Shingle
Entered Date:
Friday, December 12, 2014 12:54 AM
Refer to attached file for KPFF review comments
CONSULTANTS REPRESENTED
ISSUED BY Jenna Shope
PHONE / FAX:(206) 682-7770
NBBJAndris Lapins
htts://secure1.nbb.com/CATools/Data/SubForm.asx?SubmittalID=1274581219201
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EMAIL:Jenna.Shope@sellen.comNBBJRachel Jenner
KPFF C ESage Shingle
COPY TO:Dan Schnebele
KPFF C ETom Hudgings
Mark Bucek
Scott Solberg
ELECTRONIC ATTACHMENTS
099-055100-001_Stairs_1,2,3_Calcs_KPFF-NBBJ-NR.pdf
099-055100-001_Stairs_1,2,3_Shop_Drawings_KPFF-NBBJ-PAAN.pdf
htts://secure1.nbb.com/CATools/Data/SubForm.asx?SubmittalID=1274581219201
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SUBMITTALFORAPPROVAL
Submittal#:99055100.001
Rev#:0
7039.SWEDISH/EDMONDSAMBULATORYCARE
Priority:Medium
CENTER
Date:11/25/2014
To:RACHELJENNERFrom:JENNASHOPE
NBBJSELLENCONSTRUCTIONCO.,INC.
223YaleAve227WESTLAKEAVEN
Seattle,98109SEATTLE,WA98109
Originator:YAKIMASTEEL
Description:Stairs#1,#2,#3ShopDrawingsandStampedCalcs
WearetransmittingthefollowingSubmittalPackageitem(s)foryourreviewinaccordancewiththe
contractspecifications.
Pleasereviewandrespondto:JENNASHOPE,by:12/09/2014.
AdditionalNotes:
ItemNumberSpecSectionDescriptionDetailsNotes
ShopDrawingsandStamped
Stamped
099001.Stair#1,#2,and#3
Calcs
Calcs
cc:
11/19/2014 2:49:16 PM
1 1/2" = 1'-0"
SK-2
THICKENED SLAB
TOP OF SLAB
Scale
BY OTHERS
HSS 3/16X3X3
= 0'-0"
3/16
HSS 1/4X4X6
11/11/14
Checker
Author
14029
TOP OF SLAB
3/16
FOR 3/4" DIA X 4" EMBED
HILTI KB TZ EXP. BOLT
STAIR #2
Lower Landing Support Column
PL 1/2X3 1/2"X10" W/
(2) 13/16" DIA HOLES(4) 13/16" DIA HOLES
= 11'-7"
PL 1/2X3 1/2"X9" W/
Project number
FOR 3/4" DIA BOLT
TYP
Checked by
Drawn by
Date
3/163
3/1633/16
1 1/2" = 1'-0"
No.DescriptionDate
3
1 1/2"
THICKENED SLAB
TOP OF SLAB
BY OTHERS
= 0'-0"
HSS 1/4X4X6
FOR 3/4" DIA X 4" EMBED
HILTI KB TZ EXP. BOLT
PL 1/2X3 1/2"X10" W/
(4) 13/16" DIA HOLES
(2) 13/16" DIA HOLES
FOR 3/4" DIA BOLT
PL 1/2X9"X9" W/
TOP OF TREAD
AS OCCURS
Stringer Support Column
1 1/2" = 1'-0"
HSS 3/16X3X3
3/16
YAKIMA STEEL
3/1633/163
3/16
SWEDISH EDMONDS
1 1/2"
3/16
2
TYP
TOP OF SLAB
= 16'-9 1/2"
THICKENED SLAB
BY OTHERS
HILTI KB TZ EXP. BOLT
2 HR SOFFIT
(2) 13/16" DIA HOLES
TOP OF SLAB
FOR 3/4"X4" EMBED
PL 1/2 X4"X10" W/
= 0'-0"
STRUCTURE ENGINEERING INC.
A-A
TOP OF STEEL
= 15'-4 9/16"
1008 WEST AHTANUM SUITE #1 UNION GAP, WA. 98903
FAX: (509) 457-5886
www.autodesk.com/revit
NOTE 1
A
Landing Support Column
A
PHONE: (509) 248-7099
1 1/2" = 1'-0"
HSS 1/4X4X6
STUB COLUMN
HSS 1/4X4X4
HSS 3/8X3X4
STRINGER
AT EACH
1