Transmittal Submittal

Submittal Transmittal

John Moriarty and Associates, Inc. | 3 Church Street Winchester, MA 01890

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


[email protected]

Michael Cormier



Patricia Sakata



Stephen Walnut


[email protected]

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

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

[email protected]:

-

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

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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



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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












ED6-506 EMBED DETAILS 1 03-30-21





EMBED CATALOG

EM-506 EMBED CATALOG 1 03-30-21





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- -

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& ASSOCIATES, INC.

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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

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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"

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& ASSOCIATES, INC.

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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



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3/16" = 1'-0"

BIM

36

0:/

/In

c55

7 -

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55

7 -

On

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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



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

e C

on

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55

7 -

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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"



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"


HSS 6" x 6" x 3/8" THK.

6"

1

ONE CONGRESS



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

e C

on

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ss/I

NC

55

7 -

On

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ANCHOR DETAILS

AD-202

03-30-21

1 09-16-21 REVISED


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"


W 12 x 16 BEAM(NOT BY BENSON)

HSS 6" x 6" x 3/8" THK.

1/4"

(1/4") 6"

(1/4") 6"



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"


HSS 8" x 4" x 1/2" THK.

1

ONE CONGRESS



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

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on

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55

7 -

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ANCHOR DETAILS

AD-203

03-30-21

1 09-16-21 REVISED



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


1/4" 8"

HSS 6" x 6" x 3/8" THK.

1/4"

1/4" 4"

1/4" 4"



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"


HSS 6" x 6" x 3/8" THK.

HSS 6" x 6" x 3/8" THK.

1/4"

1/4"

1

1

ONE CONGRESS



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

e C

on

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ss/I

NC

55

7 -

On

e C

on

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vt

ANCHOR DETAILS

AD-204

03-30-21

1 09-16-21 REVISED



REF: EP-12.5 REF: 1/AD6-204


HSS 6" x 6" x3/8" THK.



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"


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



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

e C

on

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ss/I

NC

55

7 -

On

e C

on

gre

ss_

Em

be

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R1

8.r

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



2

AD-206

AN-206




1/4"

1/4"

1/4" 5"

1/4" 5"

1/4"

(1/4") 6"

(1/4") 6"

MODULE

F.O.C.W

SW9


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"


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



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

e C

on

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ss/I

NC

55

7 -

On

e C

on

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ss_

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be

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8.r

vt

ANCHOR DETAILS

AD-206

03-30-21

1 09-16-21 REVISED



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


HSS 6" x 6" x3/8" THK.



1/4"

1/4"

1/4" 5"

1/4" 5"

1/4"

(1/4") 6"

(1/4") 6"


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


HSS 6" x 6" x3/8" THK.

1/4"

1/4"

SW9

1

ONE CONGRESS



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

e C

on

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55

7 -

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ANCHOR DETAILS

AD-207

03-30-21

1 09-16-21 REVISED



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


1/2" THK. GLAV.STEEL PLATE

6" x 6" x 3/8" THK.



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"


HSS 6" x 6" x 3/8" THK.

1/4"

1/4"

1

ONE CONGRESS



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

e C

on

gre

ss/I

NC

55

7 -

On

e C

on

gre

ss_

Em

be

d_

R1

8.r

vt

ANCHOR DETAILS

AD-208

03-30-21

1 09-16-21 REVISED


REF: EP-12.52

TYPICAL SECTION AT ANCHOR AN-208

REF: 1/AD6-208

2

AD-210

AN-210




1/4"

1/4"

1/4" 5"

1/4" 5"

1/4"

(1/4") 6"

(1/4") 6"

F.O.C.W


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


HSS 6" x 6" x3/8" THK.

1/4"

1/4"

1

ONE CONGRESS



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

e C

on

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ss/I

NC

55

7 -

On

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on

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vt

ANCHOR DETAILS

AD-210

03-30-21

1 09-16-21 REVISED


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"



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.


1/4" 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



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

e C

on

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NC

55

7 -

On

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on

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vt

ANCHOR DETAILS

AD-211

03-30-21

1 09-16-21 REVISED



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"



F.O.C.W

MODULE MODULE


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"


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



LLC


557

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LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

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ANCHOR DETAILS

AD-212

03-30-21

1 09-16-21 REVISED



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.



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"


1/4"

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



LLC


557

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SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

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ANCHOR DETAILS

AD-213

03-30-21



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


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



LLC


557

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SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

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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


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


EM-507EM-507

MODULE MODULE

2

ED6-507


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



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

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EMBED DETAILS

ED6-507

03-30-21


2SECTION AT EMBED EM-507

REF: EP-11.4 REF: 1/ED6-507


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


4 1/4"3 3/4"

8"

1' -

0"

1' -

0"

1' -

3"

6 7

/8"

2' - 10"



1/4" 9"

1/4" 9"

1

EM-513

EM-512

ONE CONGRESS



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

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EMBED DETAILS

ED6-512

03-30-21

1 09-16-21 REVISED



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


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


1' -

0"

1' -

0"

1' -

3"

6 7

/8"

2' - 10"

4 3/16"3 13/16"

8"



1/4" 9"

1/4" 9"

1

EM-512

EM-513

ONE CONGRESS



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

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EMBED DETAILS

ED6-513

03-30-21

1 09-16-21 REVISED



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



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

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7 -

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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


1

ONE CONGRESS



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

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7 -

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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"


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



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

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55

7 -

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vt

EMBED CATALOG

EM-507

03-30-21

PART: EM-507

1PART ISOMETRIC

2PART PLAN VIEW



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

"


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



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

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on

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NC

55

7 -

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vt

EMBED CATALOG

EM-512

03-30-21

PART: EM-512

1PART ISOMETRIC

2PART PLAN VIEW



EM-513

3" 9" 3"

1' - 3"

1 1

/2"

3"

1 1

/2"

6"



3" 9" 3"

1' - 3"

1/2

"6

"

1/2

"6

"

1 1/2" 3" 1 1/2"

6"



ONE CONGRESS



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

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NC

55

7 -

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EMBED CATALOG

EM-513

03-30-21

PART: EM-513

1PART ISOMETRIC

2PART PLAN VIEW



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"


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"


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



LLC


557

DRAWN BY

SHEET

SCALE

LOCATION

PROJECT

PROJECT #

OWNER

ARCHITECT

SHEET TITLE

CONTRACTOR


(503) 226-7611






BE CONSIDERED.




JOHN MORIARTY

& ASSOCIATES, INC.

RS

0 FOR APPROVAL

3" = 1'-0"

BIM

36

0:/

/In

c55

7 -

On

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on

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NC

55

7 -

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vt

EMBED CATALOG

EM-520

09-16-21

PART: EM-520

1PART PLAN VIEW

2PART ISOMETRIC



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Transcript of Transmittal Submittal