transmittal submittal
TRANSCRIPT
Submittal Transmittal
John Moriarty and Associates, Inc. | 3 Church Street Winchester, MA 01890
Page 1 of 2
PROJECT: DATE SENT: 9/30/2021One Congress - WPB23607
RETURN BY: 10/14/2021
SUBJECT: Benson - EWS-09 L11 Amenity Embed Shop Drawings
SUBMITTAL ID: 084400-086 R2
TYPE: Submittal TRANSMITTAL ID: 07022
PURPOSE: For Review VIA: Info Exchange
SPEC SECTION: 08 44 00
FROM
NAME COMPANY EMAIL PHONE
Rachel Desmarais John Moriarty and Associates, Inc. [email protected] 781-729-3900
TO
NAME COMPANY EMAIL PHONE
Emil Gosselin
CBT Architects/Childs Bertman Tseckares Inc.
[email protected] 617-646-5206
Kenneth Lewandowski
CBT Architects/Childs Bertman Tseckares Inc.
Michael Cormier
CBT Architects/Childs Bertman Tseckares Inc.
[email protected] 617-646-5167
Patricia Sakata
CBT Architects/Childs Bertman Tseckares Inc.
[email protected] 617-262-4354
Stephen Walnut
CBT Architects/Childs Bertman Tseckares Inc.
REMARKS: Please find attached updated EWS-09 L11 Amenity Embed Shop Drawings for Final Approval.
DESCRIPTION OF CONTENTS
Submittal TransmittalDATE: 9/30/2021
ID: 07022
Page 2 of 2
QTY DATED TITLE NUMBER NOTES
1 9/30/2021 084400-086 R2 Benson - EWS-09 Embed SD.pdf
COPIES:
Andrew Sansom (The HYM Investment Group, LLC) David Hancock (CBT Architects/Childs Bertman Tseckares Inc.) Emil Gosselin (CBT Architects/Childs Bertman Tseckares Inc.) Jim Berkon (Carr Properties) Joshua Billings AIA (The HYM Investment Group, LLC) Kaitlin McCarthy (The HYM Investment Group, LLC) Kenneth Lewandowski (CBT Architects/Childs Bertman Tseckares Inc.) Lacey Plunkett (The HYM Investment Group, LLC) Liliana Almonte (The HYM Investment Group, LLC) Michael Cormier (CBT Architects/Childs Bertman Tseckares Inc.) Patricia Sakata (CBT Architects/Childs Bertman Tseckares Inc.) Paul Crisalli (The HYM Investment Group, LLC) Stephanie Vickers (John Moriarty and Associates, Inc.) Chris Koon (Pelli Clark Pelli Architects) Adam McCarthy (McNamara/Salvia, Inc.) Brendan O'Rourke (McNamara/Salvia, Inc.) Mike Chmielewski (McNamara/Salvia, Inc.) Patrick Horrigan (McNamara/Salvia, Inc.) Tuan Vo (McNamara/Salvia, Inc.) Jane Kwan (Heintges) Robert Heintges (Heintges) Royce Perez (Heintges) Sharif Khalje (Heintges) Chris Jennings (John Moriarty and Associates, Inc.) Dave Hartford (John Moriarty and Associates, Inc.) Jess Blinn (John Moriarty and Associates, Inc.) Kevin Thurston (John Moriarty and Associates, Inc.) Rachel Desmarais (John Moriarty and Associates, Inc.) Ryan Walsh (John Moriarty and Associates, Inc.) Yanni Latzanakis (John Moriarty and Associates, Inc.)
MORIARTY John Moriarty & Associates, Inc.
One Canal
1 Canal Street
Boston, MA 02114
JMA Field Office
70 New Chardon Street
Boston, MA 02114
SUBMITTAL COVER SHEET
Instructions to Subcontractors: This submittal cover sheet shall be attached to each item being submitted for
review by the Architect and/or Engineer. All submittals should be uploaded to the Newforma website individually.
Please contact the JMA project engineer for additional instructions.
GENERAL CONTRACTOR ACTION / APPROVAL:
ITEM:
SUPPLIER:
SPEC. SECTION
SPEC. PAGE NO:
ARCHITECT’S ACTION / APPROVAL: SPEC. PARAGRAPH.:
DRAWING NO.:
SUBMISSION NO.:
PROJECT: One Canal
1 Canal Street
Boston, MA 02114
ARCHITECT: Icon Architecture
38 Chauncy Street
Boston, MA 02111
ENGINEER’S ACTION / APPROVAL:
STRUCTURAL: McNamara/ Salvia Inc.
ENGINEER: 160 Federal Street, 5th Floor
Boston, MA 02110
MEP/FP RW Sullivan Engineering Inc.
ENGINEER: The Schrafft Center
Boston MA, 02129
(617) 523-8227
(617) 523-8016 Fax
SUBCONTRACTOR: GENERAL John Moriarty & Associates, Inc.
Name:
CONTRACTOR: Three Church Street
Winchester, MA 01890
Phone:
Fax:
Contact:
One CongressWPB2 - Office TowerOne Congress Street
Boston, MA 02114
John Moriarty & Associates, Inc.
One CongressWPB2 - Office TowerOne Congress StreetBoston, MA 02114
CBT Architects110 Canal StreetBoston, MA 02114
GENERAL John Moriarty & Associates, Inc.
CONTRACTOR: Three Church Street
Winchester, MA 01890
SUBMITTAL COVER SHEETAttached please find a copy of 084400-086 R2 for the One Congress WPB2 Project. This submittal packagecontains Benson - EWS-09 Embed & Anchor Shops for final approval.
Please distribute to consultants as necessary for a complete review, and return to JMA with direction.
Page 23
1.07 B
084400-086 R2
JOHN MORIARTY & ASSOCIATES, INCSHOP DRAWING / SUBMITTAL REVIEW
SUBMITTAL:
DATE:REVIEWER:COMMENTS:
09/30/2021R. Desmarais
REVIEWED
084400-086 R2
08 44 00
Benson Industries
Scott Daigle
WSP88 Black Falcon Avenue, Suite #210Boston, MA 02210
-
3rd
703-509-2625
-
Pelli Clarke Pelli Architects1056 Chapel StreetNew Haven, CT 06510
10/15/2021
One Congress 147070
S. Walnut
REFER TOHEINTGES, McSAL,AND CBT COMMENTSON FOLLOWINGPAGES.
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
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COVER PAGE
ET6-01
11-06-20
1 03-30-21 REVISED
2 09-16-21 REVISED
FOR APPROVAL
EMBED SHOP DRAWING SUBMITTAL #E6 - L11 & L12
ONE CONGRESSBOSTON, MASSACHUSETTS
09-16-21
X
10/12/2021 TDV
McNAMARA SALVIA TYPICALCOMMENTS:
REVIEWED FOR CHANGES ONLY.
REVIEWED FOR IMPACT TOSTRUCTURE ONLY.
DIMENSIONS HAVE NOT BEENVERIFIED OR REVIEWED BY McSAL.
JMA TO COORDINATE ANY/ALL ADDEDSTEEL AS NEEDED BY BENSON FORFACADE ATTACHMENTS.
WORK W/ CALCULATION COMMENTS.
heintges General Comments:1) This review is for the embed shop drawings only thatcoincides with the embed calculations. Calcs for AD-201 toAD-213 will be reviewed in package 084400-107 R1.
2) Acceptance of embed shop drawings and embedcalculations is contingent upon acceptance of curtain wallshop drawings and structural calculations for correspondingEWS-09 L11.
3) Specific dimensions not reviewed by Heintges. Ensurework points are provided for field installation. Field QCinstallation process should include verification of correctembed type and embed layout to minimize the number ofembed field fixes.
4) GC to confirm responsible party for weld inspections.
5) Building EOR to review for attachment to structure.
6) Notes and comments added to one drawing are to beconsidered added to all similar conditions.
7) See comments herein.
RECEIVED9-OCT-2021
Note: (a) Document has been reviewed for technical content only and is subject to the terms and conditions of Contract Documents. (b) Comments noted for any detail shall apply to all similar conditions and details, not just the case cited. (c) Contractor shall be responsible for dimensions, field measurements, quantities, and coordination among trades. (d) Comments noted herein are for the use of the Architect only. (e) This stamp does not take the place of the Architect’s stamp, which must be included hereon and which shall indicate the disposition of this submission.
SEE ARCHITECT’S STAMP FOR RECORD DISPOSITION
With / Without CommentsReviewed by:
Recommendation:
Submission No.: Date:
Heintges Consulting Architects & Engineers P.C.440 Park Avenue South, New York, NY 10016www.heintges.com +1 212 652-2966
10/14/2021
RP, VU
084400-086-02
Furnish as Corrected andResubmit for Record
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
BIM
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SHEET INDEX
ET6-01.1
11-06-20
1 03-30-21 REVISED
2 09-16-21 REVISED
SHEET INDEX
LEGEND
* = FOR REFERENCE
SHEET NUMBER SHEET TITLE REV DATE
TITLE SHEET
ET6-01 COVER PAGE 2 09-16-21
ET6-01.1 SHEET INDEX 2 09-16-21
* ET1-04 FASTENER SCHEDULE
* ET1-04.1 FASTENER SCHEDULE
EMBED PLAN
EP-11.4 LEVEL 11 EMBED PLAN 2 09-16-21
EP-12.5 LEVEL 12 EMBED PLAN 1 09-16-21
ED-EMBED DETAIL
AD-201 ANCHOR DETAILS 1 09-16-21
AD-202 ANCHOR DETAILS 1 09-16-21
AD-203 ANCHOR DETAILS 1 09-16-21
AD-204 ANCHOR DETAILS 1 09-16-21
AD-205 ANCHOR DETAILS 1 09-16-21
AD-206 ANCHOR DETAILS 1 09-16-21
AD-207 ANCHOR DETAILS 1 09-16-21
AD-208 ANCHOR DETAILS 1 09-16-21
AD-210 ANCHOR DETAILS 1 09-16-21
AD-211 ANCHOR DETAILS 1 09-16-21
AD-212 ANCHOR DETAILS 1 09-16-21
AD-213 ANCHOR DETAILS 0 03-30-21
ED6-506 EMBED DETAILS 1 03-30-21
ED6-507 EMBED DETAILS 0 03-30-21
ED6-512 EMBED DETAILS 1 09-16-21
ED6-513 EMBED DETAILS 1 09-16-21
ED6-520 EMBED DETAILS 0 09-16-21
EMBED CATALOG
EM-506 EMBED CATALOG 1 03-30-21
EM-507 EMBED CATALOG 0 03-30-21
EM-512 EMBED CATALOG 0 03-30-21
EM-513 EMBED CATALOG 0 03-30-21
EM-520 EMBED CATALOG 0 09-16-21
PT/ACC MATL. KSI DET. REF.LG.TYPE SIZEIMAGENO. PT/ACC MATL. KSI DET. REF.LG.TYPE SIZEIMAGENO.
1"
1"
FLAT HEAD CAP
SCREW FULL
THREAD
1/4-20 -
3"
11_2
"
3"
'AN'
WASHER,
LOCK
WASHER &
NUT
HEX HEAD CAP
SCREW PARTIAL
THREAD
7/8-9951
2 1/2"
N.T.S.
1 1/2"
2 1/2"
HEX HEAD CAP
SCREW PARTIAL
THREAD
5/8-11
2 'AN'
WASHERS,
LOCK
WASHER &
NUT
2"
31_4
"
3 1/4"
'AN'
WASHER,
LOCK & NUT
HEX HEAD CAP
SCREW PARTIAL
THREAD
1-1/8-7952
6" (N.T.S)
6"
'AN'
WASHER,
LOCK & 3
NUTS
FLAT HEAD CAP
SCREW FULL
THREAD
5/8-11953
4" (N.T.S.)
917
3"
1 1/2"
3"
'AN'
WASHER,
LOCK
WASHER &
NUT
HEX HEAD CAP
SCREW PARTIAL
THREAD
3/4-10950
4" (N.T.S.)
1 1/2"
4"
'AN'
WASHER,
LOCK
WASHER &
NUT
HEX HEAD CAP
SCREW PARTIAL
THREAD
3/4-10938
6 1_2" N.T.S.
1 1/2"
6 1/2"
HEX HEAD CAP
SCREW PARTIAL
THREAD
5/8-11
2 'AN'
WASHERS,
LOCK
WASHER &
NUT
937
3" (N.T.S.)
916
31_2
"
3/8-16 3 1/2" -
HILTI
KWIK-HUS-EZ
BOLT
- -
1 3/4"
2
3
3
3
3
3
3
3
5" (N.T.S)
1 _ 2"
FASTENER SCHEDULE
490300 SERIES
STAINLESS STEELD1-0785
125 EM-002
ZINC PLATED
GRADE 5
CARBON
STEEL
589
ZINC PLATED
GRADE 5
CARBON
STEEL
D1-07125
125 EM-201
ZINC PLATED
GRADE 5
CARBON
STEEL
125 EM-201
ZINC PLATED
GRADE 5
CARBON
STEEL
3/4" BOXBOLT
SIZE 1
BQ1GAL20C
3/4" 4" -HOT DIP SPUN
GALVANIZED- AD-001
125 EM-001
ZINC PLATED
GRADE 5
CARBON
STEEL
EM-511
ZINC PLATED
GRADE 5
CARBON
STEEL
125
125 EM-511
ZINC PLATED
GRADE 5
CARBON
STEEL
5/8" BOXBOLT
SIZE 1
BQ1GAL16C
5/8" 3" -HOT DIP SPUN
GALVANIZED- D5-08
D1-02.64929
947ELCO DRILFLEX
HWH SELF-
DRILLING SCREW
1/4-20 1 3/4" #5
DUAL-
HARDENED STEEL
WITH SILVER
STALGARD FINISH
- AD6-01
1/2" 5"HUS-EZ SCREW
ANCHOR BOLT942 - ED6-520- -
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
12" = 1'-0"
BIM
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FASTENER SCHEDULE
ET1-04
03-19-20
1 07-07-20 REVISED
2 10-19-20 REVISED
ISS. 10-13-20 FOR CONSTRUCTION
3 04-13-21 REVISED
4 REVISED
PT/ACC MATL. KSI DET. REF.LG.TYPE SIZEIMAGENO. PT/ACC MATL. KSI DET. REF.LG.TYPE SIZEIMAGENO.
4"
3/8-16 4" -HILTI EZ C
SCREW ANCHOR- -
21_2
"
2 1/2"
'AN'
WASHER,
LOCK & NUT
FLAT HEAD CAP
SCREW FULL
THREAD
5/8-11958
3" 1/4"(N.T.S.)
2 1/2"
3 1/4"
HEX HEAD CAP
SCREW PARTIAL
THREAD
5/8-11
2 'AN'
WASHERS,
LOCK
WASHER &
NUT
8" (N.T.S)
8"
'AN'
WASHER,
LOCK & 3
NUTS
FLAT HEAD CAP
SCREW FULL
THREAD
3/4-10955
2 1/2" (N.T.S.)
3 1/2" (N.T.S.)
1 1/2"
4" (N.T.S.)
6" (N.T.S)
6"
'AN'
WASHER,
LOCK & 3
NUTS
FLAT HEAD CAP
SCREW FULL
THREAD
3/4-10954
3
1
3
2
3
FASTENER SCHEDULE
-957
125 EM-201
ZINC PLATED
GRADE 5
CARBON
STEEL
125 EM-506
ZINC PLATED
GRADE 5
CARBON
STEEL
956
125 EM-229
ZINC PLATED
GRADE 5
CARBON
STEEL
945WELD
STUD7/8-11 2 1/2"
WASHER
LOCK
WASHER
&
NUT
300 SERIES
STAINLESS STEEL- AD5-01
944HEX HEAD CAP
SCREW PARTIAL
THREAD
7/8-11 3 1/2"
2 'AN'
WASHERS,
LOCK
WASHER &
NUT
300 SERIES
STAINLESS STEEL125 AD5-01.1
946 WELD STUD 1-1/8-7 4"
WASHER
LOCK
WASHER
&
NUT
300 SERIES
STAINLESS STEEL- -125 EM-222
ZINC PLATED
GRADE 5
CARBON
STEEL
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
12" = 1'-0"
BIM
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FASTENER SCHEDULE
ET1-04.1
03/11/21
1 07-07-20 REVISED
2 10-19-20 REVISED
ISS. 10-13-20 FOR CONSTRUCTION
3 04-13-21 REVISED
4 08-13-21 REVISED
5 REVISED
5 6 7 8
F
G
H
SWF
SWE
SWD
SWC
ED6-506
1
ED6-507
1
5' - 0 3/16"
1' - 6 11/16"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0" 5' - 0 1/8"
5' - 0"5' - 0"
5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"
4' - 0 15/16"
4' - 0 15/16"
1' - 10"1' - 11 15/16"
8"8"8"8"8"8"2' - 0 3/16" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8"2' - 1"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"5
' - 0"5
' - 0"
5' -
0"
5' -
0"
5' -
0"
5' -
0"
3.3
°
3.3
°
3.3
°
3.3
°
3.3
°
3.3
°3.3
°3
.3°
3.3
°3
.3°
3.3
°3
.3°
3.3
°3.3
°3.3
°
EM-506 1
EM-506 1
EM-506 1
EM-506 1
EM-5
061
EM-5
061
EM-5
061
8"
1' - 10 11/16"
1' - 10 5/8"
8"8"
8"8"
8"8"
1' - 10 3/16"
1' - 10 1/8"
8"
8"
1' - 10
9/16"
1' -
10
1/2
"8
"8
"8"
8"8"
8"8"
8" 4 11
/16"
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
30' - 0" 30' - 0" 30' - 0"
12
' - 0
"6
' - 4
"
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
4' -
0 1
5/1
6"
4' -
0 1
5/1
6"
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-5
061
EM-506 1
EM-506 1
EM-506 1
EM-506 1
EM-506 1
EM-506 1
EM-506 1
EM-506 1
EM-506 1
EM-506 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
EM-507 1
7 1
/2"
7 1
/2"
T.O.C = 124' - 1"
L11 = 124'-4"
L11 = 124'-4"
L11 SJ = 124'-10 1/2"2' - 1
7/16" 1' - 11 1/4"
6 5
/8"
6 1
/8"
4' -
8"
5' -
7 3
/16"
6' -
1 1
3/16
"
4' -
4 3
/4"
3' -
10
5/8"
2' -
6 9
/16"
4' - 4 5/16"
3' - 2"
1' - 9 5/8"
15/16"
4' - 10"
4' - 8 1/2"
6' - 7 1/16"
6' - 9 9/16"
8' - 0 1/16"
11' - 4 1/16"
12' - 6 3/4"
15' - 11 5/16"
17' - 2 3/16"
3' - 4 13/16"
4' - 8 1/16"
8' - 1 5/8"
9' - 4 11/16"
1' - 4 9/16"
4' - 10 15/16"
6' - 2 1/2"
9' - 9 3/16"
11' - 0 13/16"
5' -
1 5
/8"
5' -
4 1
/16"
5' -
8 1
/8"
4' -
6 3
/16" 4
' - 3
1/4
"
6' -
8 1
/8"
6' -
10
7/8"
7' -
0 5
/16"
7' -
3 1
5/16
"
7' -
5 1
/8"
7' -
8 1
/16"
7' -
9 1
/16"
3' -
6 5
/16"
3' -
2 1
3/16
"
2' -
4 1
/2"
2' -
0 7
/16"
1' -
0 5
/8"
8 1
/16"
5 3
/16" 10
1/4"
2' -
0 1
5/16
"
7' -
11
3/8"
8' -
0 1
/16"
8' -
1 3
/4"
8' -
2 3
/16"
5' - 0 1/4" 5' - 0"
8' -
3 3
/16"
8' -
3 7
/16"
8' -
3 3
/4"
8' -
3 3
/4"
8' -
3 7
/16"
8' -
3 3
/16"
8' -
2 3
/16"
8' -
1 3
/4"
8' -
0 5
/8"
7' -
6 1
5/16
"
15' - 4 3/16"
14' - 0 7/16"
11' - 6 15/16"
2' - 10"
6 1/4"9 5/8"
4' - 5 5/16"
5' - 9 1/4"
9' - 5"
10' - 8 15/16"
14' - 4 11/16"
15' - 8 5/8"
10' - 7 9/16"
9' - 3 9/16"
5' - 7 3/4"
4' - 3 13/16"4' - 4 1/16"
5' - 8"
9' - 3 13/16"
10' - 7 3/4"
12' - 11 3/8"
13' - 8 9/16"
13' - 6"
8" 8"
8"8"
8"8"
8"8" 8"
8"
8"8"
8"8"
8"
8"
8"
8"
SW9
LINE OF CURTAINWALLABOVE
SLAB EDGE
LINE OF CURTAINWALL ABOVE
SLAB EDGE
1
1
1
1
1
ED6-506
2
1
10 3/4
"
1' - 3"
1
2
2
2
2
11 1/4"
5' - 0"
5' -
0"2
2
2
2
T.O.C = 124' - 1"
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3/16" = 1'-0"
BIM
36
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LEVEL 11 EMBED PLAN
EP-11.4
11-06-20
1 03-30-21 REVISED
2 09-16-21 REVISED
1LEVEL 11 EMBED PLAN
NORTH
EMBED TYPE QTY.
EM-506 61
EM-507 15
1
ANCHORS AT THE SWWING ARE SURFACEAPPLIED NOT EMBEDDEDGC CONFIRM
THIS EMBED IS DIFFERENTPER CALCS - UPDATE ASA UNIQUE EMBED
McSal COMMENT
NEED TO SHOW W/ANGLE THAT IS BEINGFASTENED ON THE 3RDROW OF ANCHORS
McSal COMMENT
5 6 7 8
F
G
H
SWF
SWE
SWD
SWC
SW9
30' - 0" 30' - 0" 30' - 0"
12
' - 0
"6
' - 4
"
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
SAG
05-4
001
1
6"
6" 6"5' - 0"
6"6"
5' - 0"6"
5' - 0"6"5' - 0 1/8"6"
5' - 0"5' - 0"
5' - 0"
6"
5' - 0"
6"
5' - 0 3/16"
6"
5' - 0"
6"
5' - 0"
6"
5' - 0"
6"5' - 0"
6"6"5' - 0"
6"5' - 0" 5' - 0"
5' - 0"
6"6"
5' - 0"5' - 0"
6" 5' - 0"6" 5' - 0
"6" 5' - 0
"6" 5' - 0
"6" 5' - 0
"5' - 0
3/16"6"
ED6-512
1
ED6-513
1
5' -
0"
5' -
0"
5' -
0"
5' -
0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"5' - 0"
5' - 0"5' - 0"
5' - 0"5' - 0"
5' - 0"
1' - 7 11/16"
3.3
°
3.3
°
3.3
°
3.3
°
3.3
°
3.3
°3.3
°3
.3°
3.3
°3
.3°
3.3
°3
.3°
3.3
°3.3
°3.3
°
2 1/
2"
10 1
/2"
1' -
3"
1' -
3"
1' -
3"
1' -
3"
6"
LINE OF CURTAINWALL
EM-513 1
AN-212 1
AN-211 1
AN-205 1
AN-202 1
AN-201 1
AN-201 1
AN-202 1
AN-210 1
AN-210 1
AN-202 1
AN-201 1
AN-201 1
AN-202 1
AN-208 1
AN-202 1
AN-201 1
AN-202 1
AN-207 1
AN-206 1
AN-202 1
AN-202 1
AN-203 1
T.O.CURB 140' - 1"
8" WIDE x 1'-3" HEIGHT CURB (N.B.B.)
EM-520 1
EM-513 1
EM-512 1
EM-513 1
EM-513 1
EM-512 1
EM-513 1
EM-513 1
EM-512 1
AN-204 1
AN-204 1
AN-213 1
AD-201
1
HSS 8" x 4" x 1/2" THK.
AD-208
1
AD-206
1
AD-202
1
AD-203
1
AD-204
1
2' - 10"
AD-207
1
AD-210
1
AD-211
1
AD-212
1
AD-213
1
1
1
1
1
1
1
ED6-520
1
1
1
1
1
1
1
2 15
/16"
AD-205
1
1
2"
1' -
8 3/
8"
2' -
11 1
/8"
1' -
3"
1SA
G05
-400
2
1SA
G05
-400
21'
- 3
1/16
"
1
2 3/
4"
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3/16" = 1'-0"
BIM
36
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LEVEL 12 EMBED PLAN
EP-12.5
03-30-21
1 09-16-21 REVISED
1LEVEL 12 EMBED PLAN
EMBED TYPE QTY.
EM-512 3
EM-513 6
EM-520 1
ANCHOR TYPE QTY.
AN-201 5
AN-202 8
AN-203 1
AN-204 2
AN-205 1
AN-206 1
AN-207 1
AN-208 1
AN-210 2
AN-211 1
AN-212 1
AN-213 1NORTH
1
EM-513: REFER TOCALCULATIONCOMMENTS. CURBWIDTH ASSUMED IS 8.5"VS. 8" PROVIDED.EMBED IS ALSOOFFSET FROM CURB INSHOP DRAWINGS BUTNOT IN CALCULATIONS.KPFF TO REVIEW ANDADJUST ASNECESSARY. McSal COMMENT
CBT:SEE EWS-09 SHOPCOMMENTS. SHOULDCOLD FORM METALSTUD WALL WRAP THEEDGE AT THE LOWROOF TO CONTAINGEOFOAM + GREENROOF? McSal COMMENT
JMA TO COORDINATEFIELD WORKS NEEDEDTO ADD NEWHSS8x4x1/2 TUBESTEEL AS SHOWN. USEEXISTING STRUCTURALDETAILS.
TYPICAL ALL. USEEXISTING HSS8x4x1/2VERTICALS WHEREPOSSIBLE AS PERPREVIOUS APPROVALRETURN COMMENTS.
McSal COMMENT
AN-201
1/2" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL FORMED CHANNEL
HSS 6" x 6" x3/8" THK.
1/4" 8"
(1/4") 6"
(1/4") 6"
1/4" 5"
1/4" 5"
MODULE MODULE
SW9
F.O.C.W
2
AD-201
STEEL COLUMN(NOT BY BESON)
2' -
10"
SAG03-4003
1/4"
4"
1
SAS04-4001
SW9
MO
DU
LE
T.O.SLAB 141' - 8"
LEVEL 12 139' - 10"
7 1
/2"
1' -
2 1
/2"
10
3/8"
STEEL COLUMN(NOT BY BENSON)
1/4"
2' - 10"
MO
DU
LE
HSS 6" x 6" x3/8" THK.
1/4"
HSS 6" x 6" x3/8" THK.
1
1
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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vt
ANCHOR DETAILS
AD-201
03-30-21
1 09-16-21 REVISED
1TYPICAL PLAN DETAIL AT ANCHOR AN-201
REF: EP-12.52
TYPICAL SECTION AT ANCHOR AN-201
REF: 1/AD6-201
Is this attached to theroof? Then thecladding will movewith these members
AN-202
AN-204
2
AD-202
HSS 8" x 4" x 1/2" THK.
(1/4") 8"
(1/4") 8"
1/4" 4"
1/4" 4"
1/4"
1/2" THK. GALV. STEEL PLATE
HSS 6" x 6" x 3/8" THK.
1/4" 5"
1/4" 5"
1/4"
(1/4") 6"
(1/4") 6"
1/2" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL FORMED CHANNEL
SW9
MODULE
F.O.C.W
MODULE
2' -
10"
SAS04-4002
SAG03-4003
1
AN-202
AN-203
2' - 10"
10
3/8"
1' -
2 1
/2"
7 1
/2"
T.O.SLAB 141' - 8"
LEVEL 12 139' - 10"
HSS 8" x 4" x 1/2" THK.
SW9
MO
DU
LEM
OD
ULE
1/4" 6"
1/4" 6"
(1/4") 8"
(1/4") 8"
1/4" 4"
1/4" 4"
1/2" THK. GALV.STEEL PLATE
HSS 6" x 6" x 3/8" THK.
6"
1
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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55
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8.r
vt
ANCHOR DETAILS
AD-202
03-30-21
1 09-16-21 REVISED
1TYPICAL PLAN DETAIL AT ANCHOR AN-202
2TYPICAL SECTION AT ANCHOR AN-202
REF: EP-12.5 REF: 1/AD6-202
2
AD-203
AN-203
AN-204
1/4"
1/4" 5"
1/4" 5"
1/4"
1/2" THK. GALV.STEEL PLATE
W 12 x 16 BEAM(NOT BY BENSON)
HSS 6" x 6" x 3/8" THK.
1/4"
(1/4") 6"
(1/4") 6"
1/2" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL FORMED CHANNEL
MODULE
F.O.C.W
MODULE
SWF
SW9
2' -
10"
SAS04-4003
SAG03-4003
1
AN-202
AN-203
T.O.SLAB 141' - 8"
LEVEL 12 139' - 10"
SW9
2' - 10"
MO
DU
LEM
OD
ULE
7 1
/2"
1' -
2 1
/2"
10
3/8"
HSS 6" x 6" x 3/8" THK.
1/4"
1/4"
1/2" THK. GALV.STEEL PLATE
HSS 8" x 4" x 1/2" THK.
1
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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/In
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8.r
vt
ANCHOR DETAILS
AD-203
03-30-21
1 09-16-21 REVISED
1TYPICAL PLAN DETAIL AT ANCHOR AN-203
2TYPICAL SECTION AT ANCHOR AN-203
REF: EP-12.5 REF: 1/AD6-203
SEE PLAN COMMENTS- TYPICAL ALLVERTICALS SHOWN ONTHIS SUBMITTAL.
McSal COMMENT
Is this attached to theroof? Then thecladding will movewith these members
AN-203
AN-204
2
AD-204
STEEL COLUMN(NOT BY BENSON)
1/4" 8"
HSS 6" x 6" x 3/8" THK.
1/4"
1/4" 4"
1/4" 4"
1/2" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL FORMED CHANNEL
SWF
MODULE
MODULE
SW9
F.O.C.W
SAG03-4002
SAS04-4004
1
AN-204
AN-204
T.O.SLAB 141' - 8"
LEVEL 12 139' - 10"
SW9
MO
DU
LEM
OD
ULE
7 1
/2"
1' -
2 1
/2"
10
3/8"
STEEL COLUMN(NOT BY BENSON)
HSS 6" x 6" x 3/8" THK.
HSS 6" x 6" x 3/8" THK.
1/4"
1/4"
1
1
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
0:/
/In
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7 -
On
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vt
ANCHOR DETAILS
AD-204
03-30-21
1 09-16-21 REVISED
1TYPICAL PLAN DETAIL AT ANCHOR AN-204
2TYPICAL SECTION AT ANCHOR AN-204
REF: EP-12.5 REF: 1/AD6-204
1/2" THK. GALV.STEEL PLATE
HSS 6" x 6" x3/8" THK.
3/8" THK. GALV.STEEL FORMED CHANNEL
1/2" THK. GALV.STEEL PLATE
1/4" 5"
1/4" 5"
1/4"
(1/4") 6"
(1/4") 6"
MODULEMODULE
F.O.C.W
SW9
2' -
10"
AN-205
SAS04-4005
2
AD-205
1/4"
1
1/4"
MO
DU
LE
7 1
/2"
1' -
2 1
/2"
10
3/8"
T.O.SLAB 141' - 8"
LEVEL 12 139' - 10"
1/2" THK. GALV.STEEL PLATE
HSS 6" x 6" x3/8" THK.
1/4"
1/4"
HSS 8" x 4" x 1/2" THK.
2' - 10"
SW9
MO
DU
LE
AN-205
AN-202
1
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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/In
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7 -
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vt
ANCHOR DETAILS
AD-205
03-30-21
1 09-16-21 REVISED
REF: 1/AD-205REF: EP-12.51
TYPICAL PLAN DETAIL AT ANCHOR AN-205
W 12 x 16 BEAM(NOT BY BENSON)
2TYPICAL SECTION AT ANCHOR AN-205
2
AD-206
AN-206
1/2" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL FORMED CHANNEL
1/2" THK. GALV.STEEL PLATE
1/4"
1/4"
1/4" 5"
1/4" 5"
1/4"
(1/4") 6"
(1/4") 6"
MODULE
F.O.C.W
SW9
W 12 x 16 BEAM(NOT BY BENSON)
MODULE
HSS 6" x 6" x3/8" THK.
2' -
10"
SAG03-4003
SAS04-4006
1
AN-202
AN-206
MO
DU
LEM
OD
ULE
T.O.SLAB 141' - 8"
LEVEL 12 139' - 10"
1/2" THK. GALV.STEEL PLATE
HSS 6" x 6" x3/8" THK.
1/4"
1/4"
HSS 8" x 4" x 1/2" THK.
2' - 10"
SW9
7 1
/2"
1' -
2 1
/2"
10
3/8"
1
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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ANCHOR DETAILS
AD-206
03-30-21
1 09-16-21 REVISED
1TYPICAL PLAN DETAIL AT ANCHOR AN-206
2TYPICAL SECTION AT ANCHOR AN-206
REF: 1/AD-206REF: EP-12.5
Roof movement obstructed,unless this is connected tothe roof framing
Assuming if steel member size isspecified, it is by Benson, thenwhat this Wide-Flange withstiffeners is?
2
AD-207
AN-207
SW9
1/2" THK. GALV.STEEL PLATE
HSS 6" x 6" x3/8" THK.
1/2" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL FORMED CHANNEL
1/4"
1/4"
1/4" 5"
1/4" 5"
1/4"
(1/4") 6"
(1/4") 6"
W 12 x 16 BEAM(NOT BY BENSON)
MODULE MODULE
F.O.C.W
2' -
10"
SAG03-4003
SAS04-40071
2' - 10"
AN-202
AN-207
10
3/8"
1' -
2 1
/2"
7 1
/2"
HSS 8" x 4" x 1/2" THK.
LEVEL 12 139' - 10"
T.O.SLAB 141' - 8"
MO
DU
LEM
OD
ULE
1/2" THK. GALV.STEEL PLATE
HSS 6" x 6" x3/8" THK.
1/4"
1/4"
SW9
1
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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/In
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vt
ANCHOR DETAILS
AD-207
03-30-21
1 09-16-21 REVISED
1TYPICAL PLAN DETAIL AT ANCHOR AN-207
2TYPICAL SECTION AT ANCHOR AN-207
REF: 1/AD-207REF: EP-12.5
SW9
F.O.C.W
MODULE MODULE
AN-208
1/4"
1/4"
(1/4") 6"
(1/4") 6"
1/4"
1/4" 5"
1/4" 5"
2
AD-208
W 12 x 16 BEAM(NOT BY BENSON)
1/2" THK. GLAV.STEEL PLATE
6" x 6" x 3/8" THK.
1/2" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL FORMED CHANNEL
2' -
10"
SAG03-4003
SAS04-4008
AN-202
AN-208
SW9
T.O.SLAB 141' - 8"
LEVEL 12 139' - 10"
HSS 8" x 4" x 1/2" THK.
MO
DU
LEM
OD
ULE
7 1
/2"
1' -
2 1
/2"
10
3/8"
2' - 10"
1/2" THK. GALV.STEEL PLATE
HSS 6" x 6" x 3/8" THK.
1/4"
1/4"
1
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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/In
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vt
ANCHOR DETAILS
AD-208
03-30-21
1 09-16-21 REVISED
1TYPICAL PLAN DETAIL AT ANCHOR AN-208
REF: EP-12.52
TYPICAL SECTION AT ANCHOR AN-208
REF: 1/AD6-208
2
AD-210
AN-210
1/2" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL FORMED CHANNEL
1/2" THK. GALV.STEEL PLATE
1/4"
1/4"
1/4" 5"
1/4" 5"
1/4"
(1/4") 6"
(1/4") 6"
F.O.C.W
W 12 x 16 BEAM(NOT BY BENSON)
HSS 6" x 6" x3/8" THK.
SW9
MODULE MODULE
2' -
10"
SAG03-4003
SAS04-4010
T.O.SLAB 141' - 8"
LEVEL 12 139' - 10"
AN-202
AN-210
2' - 10"
MO
DU
LEM
OD
ULE
10
3/8"
1' -
2 1
/2"
7 1
/2"
HSS 8" x 4" x 1/2" THK.
SW9
1/2" THK. GALV.STEEL PLATE
HSS 6" x 6" x3/8" THK.
1/4"
1/4"
1
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
0:/
/In
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8.r
vt
ANCHOR DETAILS
AD-210
03-30-21
1 09-16-21 REVISED
1TYPICAL PLAN DETAIL AT ANCHOR AN-210
2TYPICAL SECTION AT ANCHOR AN-210REF: 1/AD-210REF: EP-12.5
2
AD-211
AN-211
SW9
1/4"
HSS 6" x 6" x3/8" THK.
1/4" 6"
1/4" 6"
1/2" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL PLATE
W12 X 22(NOT BY BENSON)
F.O.C.W
MODULE MODULE
SAS04-4011
SAS02-4003
4 " M
IN.
9 1
1/1
6"
1
(1/4")
(1/4")
(1/4")
(1/4")
AN-212
AN-211
HSS 6" x 6" x 3/8" THK.
1/2" THK. GALV.STEEL PLATE
1/4" 4"
1/4" 4"
(1/4") 8"
(1/4") 8"
1/4" 6"
1/4" 6"
4'-1
0"
(MO
DU
LE
)
T.O.SLAB 141' - 8"
LEVEL 12 139' - 10"
SW9
T.O.SLAB 138' - 10"
1/4"
1/4"
1/4"
2' - 10"
1' -
10"
1' -
0"
1
6"
SAS02-4003
SAS04-4011
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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/In
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vt
ANCHOR DETAILS
AD-211
03-30-21
1 09-16-21 REVISED
1TYPICAL PLAN DETAIL AT ANCHOR AN-211
2TYPICAL SECTION AT ANCHOR AN-211
REF: EP-12.5 REF: 1/AD-211
AN-212
2
AD-212
SW9
1/4"
1/4"1/2" THK. GALV.STEEL PLATE
HSS 6" x 6" x3/8" THK.
1/4" 5"
1/4" 5"
1/4"
(1/4") 6"
(1/4") 6"
1/2" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL FORMED CHANNEL
F.O.C.W
MODULE MODULE
W 12 x 16 BEAM(NOT BY BENSON)
2' -
10"
SAG03-4003
SAS04-4012
1
AN-212
AN-211
4'-1
0"
(MO
DU
LE
)
T.O.SLAB 141' - 8"
LEVEL 12 139' - 10"
1/2" THK. GALV.STEEL PLATE
HSS 6" x 6" x3/8" THK.
1/4"
1/4"
2' - 10"
SW9
T.O.SLAB 138' - 10"
1' -
0"
1' -
10"
11 3/8"
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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/In
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55
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R1
8.r
vt
ANCHOR DETAILS
AD-212
03-30-21
1 09-16-21 REVISED
1TYPICAL PLAN DETAIL AT ANCHOR AN-212
2TYPICAL SECTION AT ANCHOR AN-212
REF: EP-12.5 REF: 1/AD-212
SW9
STEEL COLUMN(NOT BY BESON)
MODULE
F.O.C.W
HSS 8" x 4" x 1/2" THK.
1/2" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL PLATE
2
AD-213
AN-213
1/4" 6"
1/4" 6"
MODULE
2' -
10"
1/4"
SW9
2' - 10"
T.O.SLAB 141' - 8"
LEVEL 12 139' - 10"
LEVEL 12 138' - 10"
1' -
10"
1' -
0"
MO
DU
LE
MO
DU
LE
HSS 8" x 4" x 1/2" THK.
AN-213
1/4" 4"
1/4" 4"
(1/4") 8"
(1/4") 8"
1/4" 6"
1/4" 6"
1/2" THK. GALV.STEEL PLATE
1/4"
1/4"
HSS 8" x 4" x 1/2" THK.
1' -
1 3
/8"
6"
SAS02-4001
SAS02-4001
SAS03-4001
1/4"
1/4"
1/4"
1' - 3 9/16"
11
1/4"
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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/In
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vt
ANCHOR DETAILS
AD-213
03-30-21
1TYPICAL PLAN DETAIL AT ANCHOR AN-213
2TYPICAL SECTION AT ANCHOR AN-213
REF: EP-12.5 REF: 1/AD-213
COORDINATE THISSECTION W/ COLDFORM METAL STUDWALL PER 3/A443
McSal COMMENT
EM-506 EM-506
3
ED6-506
MODULEMODULE
LINE OF CURTAIN WALL ABOVE
SLAB EDGE
2 9
/ 16"2
9/ 1
6"
10 3/ 4
"10
3/4
"
11
LEVEL 11 124' - 4"
T.O.S. 124' - 1"
4"2 1/2"
6 1/2"10 3/4"
LINE OF CURTAIN WALLBEYOND FINISHED FLOOR
(NOT BY BENSON)
EM-506
7 1
/2"
1' - 0"
1 3
/8"
1 5
/8"
3"
1
1
MODULE
MODULE
LINE OF CURTAIN WALL ABOVE
SLAB EDGE
MODULE
176.7°
2"
3"
1' -
0"
EM-506 EM-506
SW9
4
ED6-506
8"8"
2' -
10
"
1
LEVEL 11 124' - 4"
T.O.S. 124' - 1"
LINE OF CURTAIN WALLBEYOND FINISHED FLOOR
(NOT BY BENSON)
2' - 10"
SW9
1' - 7"3"1' - 0"
1 5
/8"
1 3
/8"
EM-506
3"
4"
4"2"
6"1' - 3"
1
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
0:/
/In
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vt
EMBED DETAILS
ED6-506
11-06-20
1 03-30-21 REVISED
1PLAN DETAIL AT EMBED EM-506
REF: EP-11.43
SECTION AT EMBED EM-506
REF: 1/ED6-506
2PLAN DETAIL AT EMBED EM-506
REF: EP-11.44
SECTION AT EMBED EM-506REF: 2/ED6-506
ANCHORS AT THE SWWING ARE SURFACEAPPLIED NOT EMBEDDEDGC CONFIRM
ANCHOR TO BE ADJUSTEDSO AS NOT TO IMPACTFINISH
ANCHOR TO BE ADJUSTEDSO AS NOT TO IMPACTFINISH
EM-507EM-507
MODULE MODULE
2
ED6-507
LINE OF CURTAIN WALL ABOVE
SLAB EDGE
2"
3"
1' -
0"
176.7°
SW9
2' -
10
"
8"8"
LEVEL 11 124' - 4"
T.O.S. 124' - 1"
LINE OF CURTAIN WALL BEYOND
FINISHED FLOOR (NOT BY BENSON)
7 1
/2"
EM-507
SW9
2' - 10"
1' - 7"3"1' - 0"
4"2"
6"1' - 3"
1 3
/8"
1 5
/8"
3"
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
0:/
/In
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7 -
On
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on
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55
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R1
8.r
vt
EMBED DETAILS
ED6-507
03-30-21
1PLAN DETAIL AT EMBED EM-507
2SECTION AT EMBED EM-507
REF: EP-11.4 REF: 1/ED6-507
ANCHOR TO BE ADJUSTEDSO AS NOT TO IMPACTFINISH
NEED SEPARATEPOST-INSTALLEDEMBED FORCONFERENCE ROOMCORNER NEAREXPANSION JOINT.
McSal COMMENT
SLAB EDGE
10 1/2"1' - 3"
EM-513EM-513
EM-512
8"
8" WIDE x 1'-3" HEIGHT CURB (N.B.B.)T.O.CURB 140'-1"
2
ED6-512
1' -
2"
2' -
0 1
/8"
1
1
SW9
F.O.C.W.
3 3
/4 "4
1/4 "
T.O.COPING140' - 10"
T.O.SLAB138' - 10"
T.O.CURB140'' - 1"
LEVEL 12 139' - 10"
SW9
8" WIDE x 1'-3" HEIGHT CURB (N.B.B.)T.O.CURB 140'-1"
4 1/4"3 3/4"
8"
1' -
0"
1' -
0"
1' -
3"
6 7
/8"
2' - 10"
5/8" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL PLATE
1/4" 9"
1/4" 9"
1
EM-513
EM-512
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
0:/
/In
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7 -
On
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55
7 -
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8.r
vt
EMBED DETAILS
ED6-512
03-30-21
1 09-16-21 REVISED
1PLAN DETAIL AT EMBED EM-512
2SECTION AT EMBED EM-512
REF: EP-12.5 REF: 1/ED6-512
CURB ELEVATION IS LOWERTHAN THE DESIGN DRAWINGSGC TO CONFIRM. DT ASSUMESTHAT THIS IS TO COORDINATEWITH BENSON DETAIL
heintges
Are these studsbelow the steelplate? drawing error?
SLAB EDGE
10 1/2"1' - 3"
EM-513EM-513
EM-512
8" WIDE x 1'-3" HEIGHT CURB (N.B.B.)T.O.CURB 140'-1"
2
ED6-513
8"
F.O.C.W.
1' -
2"
2' -
0 1
/8"
1
1
SW9
3 3
/4 "4
1/4 "
T.O.COPING140' - 10"
T.O.SLAB138' - 10"
T.O.CURB140'' - 1"
LEVEL 12 139' - 10"
SW9
8" WIDE x 1'-3" HEIGHT CURB (N.B.B.)T.O.CURB 140'-1"
1' -
0"
1' -
0"
1' -
3"
6 7
/8"
2' - 10"
4 3/16"3 13/16"
8"
5/8" THK. GALV.STEEL PLATE
3/8" THK. GALV.STEEL PLATE
1/4" 9"
1/4" 9"
1
EM-512
EM-513
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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vt
EMBED DETAILS
ED6-513
03-30-21
1 09-16-21 REVISED
1PLAN DETAIL AT EMBED EM-513
2SECTION AT EMBED EM-513
REF: EP-12.5 REF: 1/ED6-513
CURB ELEVATION IS LOWERTHAN THE DESIGN DRAWINGSGC TO CONFIRM. DT ASSUMESTHAT THIS IS TO COORDINATEWITH BENSON DETAIL
SEE COMMENTS ONEMBED PLANS. THISDETAIL IS NOTAPPROVED UNTIL KPFFREVIEWS ANDCONFIRMS/ADDRESSESALL COMMENTS MADE
McSal COMMENT
heintges
Are these studsbelow the steelplate? drawing error?
2' -
11 1
/8"
1' -
8 3/
8"
9 1/
2"
1' -
0"
10" HEIGHT R.C.CURB
EXPANSION JOINTCOVER PLATE(NOT BY BENSON)
4" X 4" X 3/8" THK.STEEL ANGLE
1'-3" HEIGHT R.C.CURB
5/32" THK.ALUM. PANEL
EXPANSION JOINT(NOT BY BENSON)
EM-520
EM-513
589
942
589
(2)
(2)
(2)
SAG05-4002
942(2)
EM-512
1' -
3"
10 1
/2"
2
ED6-520
2"
1' -
6"
6"5"
2' -
5"
8"
1' - 2"
EM-513
10 1
/16"
CURB DROP LINE
2 1/
2"
1"
6"
3"
1 3
/8"T.O.SLAB
138' - 10"
10
"
SAG05-4002
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
0:/
/In
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7 -
On
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vt
EMBED DETAILS
ED6-520
09-16-21
1PLAN DETAIL AT EMBED EM-520REF: EP-12.5
2SECTIONREF: 1/ED6-520
IN ORDER TO REVIEW THIS WE WILLNEED TO HAVE THE EXPANSIONJOINT AND THE PROPOSED FIX FORTHE LOW PANEL UNDER THE 12THFLOOR
NO CALCS PROVIDED McSal COMMENT
??
EM-506
1 1
/4"
5 1
/2"
1 1
/4"
3" 6" 3"
2" 8" 2"
8"
EMBED PLATE1/2" x 8" x 12" LONG
(4) 1/2"∅ WIDE HEADED STUD
SPL01-4006 (2)
4"
1' - 0"
956
1
1 3
/8"
1/2
"4
"
1' - 0"
2"8"2"
3"6"3"
1
8"
1 1/4" 5 1/2" 1 1/4"
1 3
/8"
1/2
"4
"
(2) 17mm DIA CLEAR HOLE(4) 1/2"∅ WIDE
HEADED STUD
TACK WELD
SPL01-4006
EMBED PLATE1/2" x 8" x 12" LONG
1
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
0:/
/In
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7 -
On
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vt
EMBED CATALOG
EM-506
11-06-20
1 03-30-21 REVISED
PART: EM-506
1PART ISOMETRIC
2PART PLAN VIEW
3PART ELEVATION FRONT
4PART ELEVATION RIGHT
EM-507
2" 8" 2"
1' - 0"
1 1
/4"
5 1
/2"
1 1
/4"
4"
8"
3" 6" 3"
EMBED PLATE1/2" x 8" x 12" LONG
958
SPL01-4006 (2)
957
957
3" 6" 3"
2" 8" 2"
1' - 0"
7/8
"1
/2"
3 1
/2"
8"
7/8
"1
/2"
3 1
/2" EMBED PLATE
1/2" x 8" x 12" LONG
1 1/4" 5 1/2" 1 1/4"
SPL01-4006
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
0:/
/In
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7 -
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55
7 -
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8.r
vt
EMBED CATALOG
EM-507
03-30-21
PART: EM-507
1PART ISOMETRIC
2PART PLAN VIEW
3PART ELEVATION FRONT
4PART ELEVATION RIGHT
heintges
E6-EM1-6 of calculations show six-studs in referenceto this sheet.
EM-512
SAS02-4002
1 1/2" 4" 4" 1 1/2"
5 1/2" 5 1/2"
11"
3/4
"1
/2"
5"
EMBED PLATE1/2" x 11" x 11"
(9) 1/2" ⌀ WIDEHEADED STUD
589 (2)
SAS02-4002
1 1/2" 4" 4" 1 1/2"
11"
1 1
/2"
4"
4"
1 1
/2"
3"
4 1
5/1
6"3
"
11
"
(9) 1/2" ⌀ WIDEHEADED STUD
1 5/16" 6 1/2" 1 1/4"
9 1/16"
SPL01-4010 (2)
3"
4 1
5/1
6"3
"
11
"
1 1
/2"
4"
4"
1 1
/2"
3/4" 1/2" 5"
TACK WELD
9"
3 13/16"
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
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/In
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7 -
On
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on
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55
7 -
On
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on
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ss_
Em
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R1
8.r
vt
EMBED CATALOG
EM-512
03-30-21
PART: EM-512
1PART ISOMETRIC
2PART PLAN VIEW
3PART ELEVATION FRONT
4PART ELEVATION RIGHT
EM-513
3" 9" 3"
1' - 3"
1 1
/2"
3"
1 1
/2"
6"
EMBED PLATE1/2" x 6" x 15" LONG
(4) 1/2" ⌀ WIDEHEADED STUD
3" 9" 3"
1' - 3"
1/2
"6
"
1/2
"6
"
1 1/2" 3" 1 1/2"
6"
EMBED PLATE1/2" x 6" x 15" LONG
(4) 1/2" ⌀ WIDEHEADED STUD
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
0:/
/In
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7 -
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55
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on
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Em
be
d_
R1
8.r
vt
EMBED CATALOG
EM-513
03-30-21
PART: EM-513
1PART ISOMETRIC
2PART PLAN VIEW
3PART ELEVATION FRONT
4PART ELEVATION RIGHT
1 1/2" 4" 4" 1 1/2"
11"
3/4
"1
/2"
5"
6 3/16" 4 13/16"
11/16"
EMBED PLATE1/2" x 11" x 11"
(9) 1/2" ⌀ WIDEHEADED STUD
589 (2)
SAS02-4004
EM-520
SAS02-4004
11"
1 1/2" 4" 4" 1 1/2"
11
"
1 1
/2"
4"
4"
1 1
/2"
3"
5"
3"
1/4"9 1/16"1 11/16"
1/2"8 5/8"
(9) 1/2" ⌀ WIDEHEADED STUD
SPL01-4010 (2)
6 3/16" 4 13/16"
1"
9"
1"
TACK WELD
3"
5"
3"
11
"
1"
9"
1"
3/4" 1/2" 5"
1 1
/2"
4"
4"
1 1
/2"
3 7/8"
ONE CONGRESS
BOSTON, MASSACHUSETTS
BC ONE CONGRESS TOWER JV
LLC
CHILDS BERTMAN TSECKARES INC
557
DRAWN BY
SHEET
SCALE
LOCATION
PROJECT
PROJECT #
OWNER
ARCHITECT
SHEET TITLE
CONTRACTOR
1650 N.W. Naito Parkway, Suite 250Portland, Oregon 97209
(503) 226-7611
APPROVED (A) APPRVD AS NOTED (AN)
REVISE & RESUBMIT (RR)
BENSON INDUSTRIES Inc.
SUBMITTAL ACTION NOTES :
1.- REFER TO 'T-02' FOR ALL SUBMITTAL ACTION ITEMS TO
BE CONSIDERED.
2.- EVERY SHEET MUST HAVE AN ACTION NOTED
2.1- SHEETS WITHOUT AN ACTION NOTED ARE
CONSIDERED APPROVED'
JOHN MORIARTY
& ASSOCIATES, INC.
RS
0 FOR APPROVAL
3" = 1'-0"
BIM
36
0:/
/In
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7 -
On
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on
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55
7 -
On
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on
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Em
be
d_
R1
8.r
vt
EMBED CATALOG
EM-520
09-16-21
PART: EM-520
1PART PLAN VIEW
2PART ISOMETRIC
3PART ELEVATION FRONT
4PART ELEVATION RIGHT