Submittal #623.0 03 38 00 - 1.4 , B - POST- TENSIONED CONCRETE
Submittal #623.0 03 38 00 - 1.4 , B - POSTTENSIONED CONCRETE Project: 350011 - Modera Sandy Springs 6125 Roswell Road Sandy Springs, Georgia 30328 Phone: 678-608-0908 Fax: 678-608-0914
Mill Creek Residential 3715 Northside Pkwy Suite 2-440 Atlanta, Georgia 30327 Phone: (678) 608-0908
POST-TENSIONED CONCRETE - SE BLDG LEVEL 2 - SHOP DRAWINGS SPEC SECTION:
03 38 00 - 1.4 , B - POST-TENSIONED CONCRETE
CREATED BY:
Robbie Ballard(MCRTSE Construction, LLC)
STATUS:
Open
DATE CREATED:
06/01/2016
ISSUE DATE:
06/01/2016
REVISION:
0
RESPONSIBLE CONTRACTOR:
Tendon Systems, LLC
RECEIVED FROM:
Benjamin Anzovino
RECEIVED DATE: //
SUBMIT BY:
//
FINAL DUE DATE: 06/15/2016
LOCATION:
TYPE:
Shop Drawings
COST CODE:
APPROVERS:
Kim Garcia (Lord Aeck Sargent)
BALL IN COURT: Kim Garcia (Lord Aeck Sargent) DISTRIBUTION: Harsha Wijeweera (Tadjer Cohen Edelson & Associates Inc.), Brandon Richardson (MCRTSE Construction, LLC), Niraj Kumar (Tadjer Cohen Edelson & Associates Inc.), Alissa Kingsley (Lord Aeck Sargent), Gordon Burns (Lord Aeck Sargent), Peter Baird (MCRTSE Construction, LLC) DESCRIPTION: ATTACHMENTS: 033800-00 - Post-Tensioned Concrete - SE BLDG Level 2 - Shop Drawings.pdf
SUBMITTAL WORKFLOW # 1
NAME
SUBMITTER/ APPROVER
SENT DATE
DUE DATE
Approver
6/1/2016
6/15/2016
Kim Garcia
RETURNED RESPONSE DATE
ATTACHMENTS
COMMENTS
Pending
APPROVED AS NOTED G BURNS, LAS, 6/16/16
BY
Mill Creek Residential
DATE
COPIES TO
Page 1 of 1
Printed On: 06/01/2016 10:26 AM
Modera Sandy Springs Submittal
033800-00 Post-Tensioned Concrete SE BLDG Level 2 Shop Drawings
MODERA SANDY SPRINGS 6125 Roswell Road Atlanta, GA 30328 [ ] REVIEWED FOR MOCK-UP ONLY
Fabricate and release for MOCK-UP ONLY
[x ] REVIEWED
Fabricate and release.
[ ] REVIEWED AS NOTED
Fabricate and release based on the corrections noted.
[ ] REVIEWED AS NOTED
Fabricate and release based on the corrections noted. Correct submission and resubmit for record purposes only.
{RESUBMIT FILE COPY} [ ] REVIEWED TO BE DEFICIENT
Revise and resubmit for further review.
[ ] NOT REVIEWED
Review not required; informational only.
Reviews performed by MCRTSE, Owner, Architect(s) of Record, Engineer(s) of Record, or others are for general conformance with design concepts. Misinterpreted information or errors by the reviewing party(s) does not relieve the Subcontractor from strict compliance with the executed Subcontract Agreement and Contract Documents. Reviews are only for the information submitted and its intended use as indicated by Subcontractor at the time of submission. BY: Robbie Ballard
SIGNATURE:
DATE:
TITLE: Assistant Project Manager
6/1/2016
SUBMITTAL REVIEW
THIS REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. THE CONTRACTOR REMAINS RESPONSIBLE FOR: A. COMPLIANCE WITH THE CONTRACT DOCUMENTS B. CONFIRMING AND CORRELATING QUANTITIES AND DIMENSIONS C. SELECTING FABRICATION PROCESSES & TECHNIQUES OF CONSTRUCTION D. COORDINATION OF THIS WORK WITH OTHER TRADES E. PERFORMING THIS WORK IN A SAFE AND SATISFACTORY MANNER F. COMPLIANCE WITH THE CONTRACTOR’S CONSTRUCTION SCHEDULE G. ALL OTHER PROVISIONS OF THE AGREEMENTS IT IS UNDERSTOOD THAT THE ENGINEER’S NOTATION ON THE SUBMITTAL IS NOT TO BE CONSTRUED AS AN AUTHORIZATION FOR ADDITIONAL WORK OR ADDITIONAL COST.
✘
NO EXCEPTIONS EXCEPTIONS AS NOTED
RESUBMIT REJECTED (SEE REMARKS)
TADJER-COHEN-EDELSON ASSOC., INC. 6/15/2016 NK DATE___________________________BY___________________________
Submittals: #623
MILL CREEK RESIDENTIAL
SANDY SPRINGS, GA
MODERA SANDY SPRINGS
LEVEL 2
BANDED TENDON AND SUPPORT PLAN
Coordinate slab thicknesses per latest structural drawings(TYP) 7701 CHATTSWORTH ROAD MIDLAND, GA 31820 Ph: (706) 256-0300 Fax: (706) 569-6261
7340 MCGINNIS FERRY RD, STE 100 SUWANEE, GA 30024 Ph: (678) 835-1100 Fax: (678) 835-1101
No.
DATE
BY
MILL CREEK RESIDENTIAL
SANDY SPRINGS, GA
MODERA SANDY SPRINGS
LEVEL 2
UNIFORM TENDON AND SUPPORT PLAN
7701 CHATTSWORTH ROAD MIDLAND, GA 31820 Ph: (706) 256-0300 Fax: (706) 569-6261
7340 MCGINNIS FERRY RD, STE 100 SUWANEE, GA 30024 Ph: (678) 835-1100 Fax: (678) 835-1101
No.
DATE
BY
BY No.
DATE
(2,3) 5 SR
(2,3) 6 SR (2,3) 6 SR
(2,3) 5 SR
(2,3) 6 SR
7701 CHATTSWORTH ROAD MIDLAND, GA 31820 Ph: (706) 256-0300 Fax: (706) 569-6261
(2,3) 6 SR
(2,3) 6 SR (2,3) 6 SR
(2,3) 8 SR
(2,3) 6 SR
(2,3) 5 SR
7340 MCGINNIS FERRY RD, STE 100 SUWANEE, GA 30024 Ph: (678) 835-1100 Fax: (678) 835-1101
(2,3) 5 SR
(2,3) 6 SR (2,3) 5 SR (2,3) 5 SR
Revise and resubmit.
MILL CREEK RESIDENTIAL
SANDY SPRINGS, GA
MODERA SANDY SPRINGS
Revise all stud rails as marked per latest structural drawings. dated 4.25.2016
LEVEL 2
(2,3) 5 SR
SHEARAIL PLAN
10
Why this rail is being used upside down? MILL CREEK RESIDENTIAL
SANDY SPRINGS, GA
MODERA SANDY SPRINGS
LEVEL 2
SHEARAIL DETAILS
7701 CHATTSWORTH ROAD MIDLAND, GA 31820 Ph: (706) 256-0300 Fax: (706) 569-6261
7340 MCGINNIS FERRY RD, STE 100 SUWANEE, GA 30024 Ph: (678) 835-1100 Fax: (678) 835-1101
No.
DATE
Revise and Re-submit.
Revise all these details per comments marked on Drawing SR-2A BY
Mill Creek Residential 3715 Northside Pkwy Suite 2-440 Atlanta, Georgia 30327 Phone: (678) 608-0908
POST-TENSIONED CONCRETE - SE BLDG LEVEL 2 - SHOP DRAWINGS SPEC SECTION:
03 38 00 - 1.4 , B - POST-TENSIONED CONCRETE
CREATED BY:
Robbie Ballard(MCRTSE Construction, LLC)
STATUS:
Open
DATE CREATED:
06/01/2016
ISSUE DATE:
06/01/2016
REVISION:
0
RESPONSIBLE CONTRACTOR:
Tendon Systems, LLC
RECEIVED FROM:
Benjamin Anzovino
RECEIVED DATE: //
SUBMIT BY:
//
FINAL DUE DATE: 06/15/2016
LOCATION:
TYPE:
Shop Drawings
COST CODE:
APPROVERS:
Kim Garcia (Lord Aeck Sargent)
BALL IN COURT: Kim Garcia (Lord Aeck Sargent) DISTRIBUTION: Harsha Wijeweera (Tadjer Cohen Edelson & Associates Inc.), Brandon Richardson (MCRTSE Construction, LLC), Niraj Kumar (Tadjer Cohen Edelson & Associates Inc.), Alissa Kingsley (Lord Aeck Sargent), Gordon Burns (Lord Aeck Sargent), Peter Baird (MCRTSE Construction, LLC) DESCRIPTION: ATTACHMENTS: 033800-00 - Post-Tensioned Concrete - SE BLDG Level 2 - Shop Drawings.pdf
SUBMITTAL WORKFLOW # 1
NAME
SUBMITTER/ APPROVER
SENT DATE
DUE DATE
Approver
6/1/2016
6/15/2016
Kim Garcia
RETURNED RESPONSE DATE
ATTACHMENTS
COMMENTS
Pending
APPROVED AS NOTED G BURNS, LAS, 6/16/16
BY
Mill Creek Residential
DATE
COPIES TO
Page 1 of 1
Printed On: 06/01/2016 10:26 AM
Modera Sandy Springs Submittal
033800-00 Post-Tensioned Concrete SE BLDG Level 2 Shop Drawings
MODERA SANDY SPRINGS 6125 Roswell Road Atlanta, GA 30328 [ ] REVIEWED FOR MOCK-UP ONLY
Fabricate and release for MOCK-UP ONLY
[x ] REVIEWED
Fabricate and release.
[ ] REVIEWED AS NOTED
Fabricate and release based on the corrections noted.
[ ] REVIEWED AS NOTED
Fabricate and release based on the corrections noted. Correct submission and resubmit for record purposes only.
{RESUBMIT FILE COPY} [ ] REVIEWED TO BE DEFICIENT
Revise and resubmit for further review.
[ ] NOT REVIEWED
Review not required; informational only.
Reviews performed by MCRTSE, Owner, Architect(s) of Record, Engineer(s) of Record, or others are for general conformance with design concepts. Misinterpreted information or errors by the reviewing party(s) does not relieve the Subcontractor from strict compliance with the executed Subcontract Agreement and Contract Documents. Reviews are only for the information submitted and its intended use as indicated by Subcontractor at the time of submission. BY: Robbie Ballard
SIGNATURE:
DATE:
TITLE: Assistant Project Manager
6/1/2016
SUBMITTAL REVIEW
THIS REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. THE CONTRACTOR REMAINS RESPONSIBLE FOR: A. COMPLIANCE WITH THE CONTRACT DOCUMENTS B. CONFIRMING AND CORRELATING QUANTITIES AND DIMENSIONS C. SELECTING FABRICATION PROCESSES & TECHNIQUES OF CONSTRUCTION D. COORDINATION OF THIS WORK WITH OTHER TRADES E. PERFORMING THIS WORK IN A SAFE AND SATISFACTORY MANNER F. COMPLIANCE WITH THE CONTRACTOR’S CONSTRUCTION SCHEDULE G. ALL OTHER PROVISIONS OF THE AGREEMENTS IT IS UNDERSTOOD THAT THE ENGINEER’S NOTATION ON THE SUBMITTAL IS NOT TO BE CONSTRUED AS AN AUTHORIZATION FOR ADDITIONAL WORK OR ADDITIONAL COST.
✘
NO EXCEPTIONS EXCEPTIONS AS NOTED
RESUBMIT REJECTED (SEE REMARKS)
TADJER-COHEN-EDELSON ASSOC., INC. 6/15/2016 NK DATE___________________________BY___________________________
Submittals: #623
MILL CREEK RESIDENTIAL
SANDY SPRINGS, GA
MODERA SANDY SPRINGS
LEVEL 2
BANDED TENDON AND SUPPORT PLAN
Coordinate slab thicknesses per latest structural drawings(TYP) 7701 CHATTSWORTH ROAD MIDLAND, GA 31820 Ph: (706) 256-0300 Fax: (706) 569-6261
7340 MCGINNIS FERRY RD, STE 100 SUWANEE, GA 30024 Ph: (678) 835-1100 Fax: (678) 835-1101
No.
DATE
BY
MILL CREEK RESIDENTIAL
SANDY SPRINGS, GA
MODERA SANDY SPRINGS
LEVEL 2
UNIFORM TENDON AND SUPPORT PLAN
7701 CHATTSWORTH ROAD MIDLAND, GA 31820 Ph: (706) 256-0300 Fax: (706) 569-6261
7340 MCGINNIS FERRY RD, STE 100 SUWANEE, GA 30024 Ph: (678) 835-1100 Fax: (678) 835-1101
No.
DATE
BY
BY No.
DATE
(2,3) 5 SR
(2,3) 6 SR (2,3) 6 SR
(2,3) 5 SR
(2,3) 6 SR
7701 CHATTSWORTH ROAD MIDLAND, GA 31820 Ph: (706) 256-0300 Fax: (706) 569-6261
(2,3) 6 SR
(2,3) 6 SR (2,3) 6 SR
(2,3) 8 SR
(2,3) 6 SR
(2,3) 5 SR
7340 MCGINNIS FERRY RD, STE 100 SUWANEE, GA 30024 Ph: (678) 835-1100 Fax: (678) 835-1101
(2,3) 5 SR
(2,3) 6 SR (2,3) 5 SR (2,3) 5 SR
Revise and resubmit.
MILL CREEK RESIDENTIAL
SANDY SPRINGS, GA
MODERA SANDY SPRINGS
Revise all stud rails as marked per latest structural drawings. dated 4.25.2016
LEVEL 2
(2,3) 5 SR
SHEARAIL PLAN
10
Why this rail is being used upside down? MILL CREEK RESIDENTIAL
SANDY SPRINGS, GA
MODERA SANDY SPRINGS
LEVEL 2
SHEARAIL DETAILS
7701 CHATTSWORTH ROAD MIDLAND, GA 31820 Ph: (706) 256-0300 Fax: (706) 569-6261
7340 MCGINNIS FERRY RD, STE 100 SUWANEE, GA 30024 Ph: (678) 835-1100 Fax: (678) 835-1101
No.
DATE
Revise and Re-submit.
Revise all these details per comments marked on Drawing SR-2A BY
