tensioned Concrete (S)
Submittal #033816.006.1 03 38 16 - Unbonded Posttensioned Concrete (S) Project: 565 - M-Line 3230 McKinney Avenue Dallas, Texas 75204
ANDRES CONSTRUCTION SERVICES LLC 3710 Rawlins Street Suite 1510 Dallas, Texas 75219 Phone: (214) 521-2118 Fax: 214-521-4620
P1 PT Shop Drawings SPEC SECTION:
03 38 16 - Unbonded Post-tensioned Concrete (S)
CREATED BY:
Sam Denyer (Andres Construction Services)
STATUS:
Open
DATE CREATED:
07/18/2016
ISSUE DATE:
07/18/2016
REVISION:
1
RESPONSIBLE CONTRACTOR:
Capform Incorporated
RECEIVED FROM:
Anthony Lopez
RECEIVED DATE: //
SUBMIT BY:
05/23/2016
FINAL DUE DATE: 07/25/2016
LOCATION:
Level P1
TYPE:
Shop Drawings
COST CODE:
APPROVERS:
Michael Reyes (Good Fulton & Farrell Architects)
BALL IN COURT: Sam Denyer (Andres Construction Services) DISTRIBUTION: Cliff Wood (TRAMMELL CROW COMPANY) , Jeff Robinson (Raymond L. Goodson) , Stephen Miller (Andres Construction Services) , Jay Dreiling (Good Fulton & Farrell Architects) , Sam Denyer (Andres Construction Services) , Al Castillo (Andres Construction Services) , Chandler Brooks (Andres Construction Services) , Conner Best (TRAMMELL CROW COMPANY) , Travis Andres (Andres Construction Services) DESCRIPTION: Level P1 Post-Tension Shop Drawings ***REVISED PER ASI#08 and ASI#1*** PT-4.00 - Level P1/Garage Post-Tension Tendon Layout PT-4.01 - Level P1/Garage Uniform Tendon Support Layout PT-4.02 - Level P1/Garage Beam Profiles and Anchor Details PT-4.03 - Level P1/Garage Beam Profiles and Anchor Details PT-4.04 - Level P1/Garage Beam Profiles and Anchor Details PT-4.05 - Level P1/Garage Beam Profiles and Anchor Details PT-4.06 - Level P1/Garage Beam Profiles and Anchor Details PT-4.07 - Level P1/Garage Beam Profiles and Anchor Details ATTACHMENTS:
SUBMITTAL WORKFLOW #
NAME
SUBMITTER/ APPROVER
SENT DATE
DUE DATE
7/18/2016
7/18/2016
Pending
7/25/2016
Pending
1
Sam Denyer
Submitter
2
Michael Reyes
Approver
RETURNED RESPONSE DATE
ATTACHMENTS
COMMENTS
Project: M-Line Tower Date: 07/18/2016 Reviewed By: Sam Denyer BYSubmittal
#: 095-033816.006.1
rev.00 DATE
This submittal is subject to strict compliance with the plans and specifications. No deviations are permitted unless specifically authorized in writing. Andres Construction Services is not responsible for any discrepancies between this submittal and contract plans and specifications, ANDRES CONSTRUCTION SERVICES LLC Page 1 of 1 nor for any error in dimensions or quantities on this submittal.
COPIES TO
Printed On: 07/18/2016 01 :43 PM
07/19/16
JR
CORRECT PER RAMP SLOPES
OK AS SHOWN - GC SHALL PROVIDE BEAM SHEAR KEY AND 4-#6 x 6'-0" SHEAR DOWELS CENTERED ON JOINT
9" C.G.S. PER ASI #15 30x30 PER ASI #15
18" C.G.S. OK
9" C.G.S. PER ASI #15
9" C.G.S. PER ASI #15
Submittal #033816.006.0 03 38 16 - Unbonded Posttensioned Concrete (S) Project: 565 - M-Line 3230 McKinney Avenue Dallas, Texas 75204
ANDRES CONSTRUCTION SERVICES LLC 3710 Rawlins Street Suite 1510 Dallas, Texas 75219 Phone: (214) 521-2118 Fax: 214-521-4620
P1 PT Shop Drawings SPEC SECTION:
03 38 16 - Unbonded Post-tensioned Concrete (S)
CREATED BY:
Sam Denyer(Andres Construction Services)
STATUS:
Open
DATE CREATED:
05/23/2016
ISSUE DATE:
05/23/2016
REVISION:
0
RESPONSIBLE CONTRACTOR:
Capform Incorporated
RECEIVED FROM:
Anthony Lopez
RECEIVED DATE: 05/20/2016
SUBMIT BY:
05/23/2016
FINAL DUE DATE: 06/06/2016
LOCATION:
Level P1
TYPE:
Shop Drawings
COST CODE:
APPROVERS:
Michael Reyes (Good Fulton & Farrell Architects)
BALL IN COURT: Sam Denyer (Andres Construction Services) DISTRIBUTION: Cliff Wood (TRAMMELL CROW COMPANY), Jeff Robinson (Raymond L. Goodson), Stephen Miller (Andres Construction Services) , Jay Dreiling (Good Fulton & Farrell Architects), Sam Denyer (Andres Construction Services), Al Castillo (Andres Construction Services) , Chandler Brooks (Andres Construction Services), Conner Best (TRAMMELL CROW COMPANY), Travis Andres (Andres Construction Services) DESCRIPTION: Level P1 Post-Tension Shop Drawings PT-4.00 - Level P1/Garage Post-Tension Tendon Layout PT-4.01 - Level P1/Garage Uniform Tendon Support Layout PT-4.02 - Level P1/Garage Beam Profiles and Anchor Details PT-4.03 - Level P1/Garage Beam Profiles and Anchor Details PT-4.04 - Level P1/Garage Beam Profiles and Anchor Details PT-4.05 - Level P1/Garage Beam Profiles and Anchor Details PT-4.06 - Level P1/Garage Beam Profiles and Anchor Details PT-4.07 - Level P1/Garage Beam Profiles and Anchor Details ATTACHMENTS:
SUBMITTAL WORKFLOW #
NAME
SUBMITTER/ APPROVER
SENT DATE
DUE DATE
RETURNED RESPONSE DATE
1
Sam Denyer
Submitter
5/23/2016
Pending
2
Michael Reyes
Approver
6/6/2016
Pending
ATTACHMENTS
COMMENTS
Project: M-LINE TOWER Date: 05/23/2016 Reviewed By: Sam Denyer
rev.00
Submittal #: 087-033816.006 This submittal is subject to strict compliance with the plans and specifications. No deviations are permitted unless specifically authorized in writing. Andres Construction Services is not responsible for any discrepancies between this submittal and contract plans and specifications, nor for any error in dimensions or quantities on this submittal.
BY
ANDRES CONSTRUCTION SERVICES LLC
DATE
Page 1 of 1
COPIES TO
Printed On: 05/23/2016 09:20 AM
06/08/16
JR
PARTIAL REVISE AND RESUBMIT: RESUBMIT STAIR 1 FRAMING WITH REVISIONS PER ASI #08 AND #10.
Submittal No.
033816.006 - P1 PT Shop Dwg
No exception taken By: Make corrections noted Date: Submit specified item Revise and resubmit Rejected Not reviewed by GFF ■ See consultants action stamp
M.I.R. 06/09/16
“Checking is only for general conformance with the design concept of the work and general compliance with the information given in the Contract Documents. Any action hereon by Architect is subject to contractor’s duties and responsibilities as noted in the Contract Documents and in AIA Document B101 current as of date of action, except to the extent of conflict with the Contract Documents in which case they govern.”
GFF, INC. 2808 FAIRMOUNT STREET, SUITE 300 DALLAS, TEXAS 75201 (214)303-1500 (214)303-1512 www.gff.com
KEEP C.J. CONT, DO NOT STEP. EXTEND TENDONS OVER PG32 @ MID DEPTH TO C.J.
OK - SEE 06/S6.01 FOR SIM CONDITION
REVISE AND RE-SUBMIT PER ASI REVISIONS. SEE SUBMITTAL STAMP NOTES OK
VERIFY SLAB TENDON CGS PER ASI #08 REVISIONS
14 1/4" CGS REF ASI #8
CORRECT PER RAMP SLOPES
REF ASI #8
REF ASI #8
GC VERIFY ADD'L RQMNTS AT POUR STRIP PER 07/S6.05
14" CGS PER SCHED
OK - SEE 06/S6.01 FOR SIM CONDITION
REF ASI #8
ANDRES CONSTRUCTION SERVICES LLC 3710 Rawlins Street Suite 1510 Dallas, Texas 75219 Phone: (214) 521-2118 Fax: 214-521-4620
P1 PT Shop Drawings SPEC SECTION:
03 38 16 - Unbonded Post-tensioned Concrete (S)
CREATED BY:
Sam Denyer (Andres Construction Services)
STATUS:
Open
DATE CREATED:
07/18/2016
ISSUE DATE:
07/18/2016
REVISION:
1
RESPONSIBLE CONTRACTOR:
Capform Incorporated
RECEIVED FROM:
Anthony Lopez
RECEIVED DATE: //
SUBMIT BY:
05/23/2016
FINAL DUE DATE: 07/25/2016
LOCATION:
Level P1
TYPE:
Shop Drawings
COST CODE:
APPROVERS:
Michael Reyes (Good Fulton & Farrell Architects)
BALL IN COURT: Sam Denyer (Andres Construction Services) DISTRIBUTION: Cliff Wood (TRAMMELL CROW COMPANY) , Jeff Robinson (Raymond L. Goodson) , Stephen Miller (Andres Construction Services) , Jay Dreiling (Good Fulton & Farrell Architects) , Sam Denyer (Andres Construction Services) , Al Castillo (Andres Construction Services) , Chandler Brooks (Andres Construction Services) , Conner Best (TRAMMELL CROW COMPANY) , Travis Andres (Andres Construction Services) DESCRIPTION: Level P1 Post-Tension Shop Drawings ***REVISED PER ASI#08 and ASI#1*** PT-4.00 - Level P1/Garage Post-Tension Tendon Layout PT-4.01 - Level P1/Garage Uniform Tendon Support Layout PT-4.02 - Level P1/Garage Beam Profiles and Anchor Details PT-4.03 - Level P1/Garage Beam Profiles and Anchor Details PT-4.04 - Level P1/Garage Beam Profiles and Anchor Details PT-4.05 - Level P1/Garage Beam Profiles and Anchor Details PT-4.06 - Level P1/Garage Beam Profiles and Anchor Details PT-4.07 - Level P1/Garage Beam Profiles and Anchor Details ATTACHMENTS:
SUBMITTAL WORKFLOW #
NAME
SUBMITTER/ APPROVER
SENT DATE
DUE DATE
7/18/2016
7/18/2016
Pending
7/25/2016
Pending
1
Sam Denyer
Submitter
2
Michael Reyes
Approver
RETURNED RESPONSE DATE
ATTACHMENTS
COMMENTS
Project: M-Line Tower Date: 07/18/2016 Reviewed By: Sam Denyer BYSubmittal
#: 095-033816.006.1
rev.00 DATE
This submittal is subject to strict compliance with the plans and specifications. No deviations are permitted unless specifically authorized in writing. Andres Construction Services is not responsible for any discrepancies between this submittal and contract plans and specifications, ANDRES CONSTRUCTION SERVICES LLC Page 1 of 1 nor for any error in dimensions or quantities on this submittal.
COPIES TO
Printed On: 07/18/2016 01 :43 PM
07/19/16
JR
CORRECT PER RAMP SLOPES
OK AS SHOWN - GC SHALL PROVIDE BEAM SHEAR KEY AND 4-#6 x 6'-0" SHEAR DOWELS CENTERED ON JOINT
9" C.G.S. PER ASI #15 30x30 PER ASI #15
18" C.G.S. OK
9" C.G.S. PER ASI #15
9" C.G.S. PER ASI #15
Submittal #033816.006.0 03 38 16 - Unbonded Posttensioned Concrete (S) Project: 565 - M-Line 3230 McKinney Avenue Dallas, Texas 75204
ANDRES CONSTRUCTION SERVICES LLC 3710 Rawlins Street Suite 1510 Dallas, Texas 75219 Phone: (214) 521-2118 Fax: 214-521-4620
P1 PT Shop Drawings SPEC SECTION:
03 38 16 - Unbonded Post-tensioned Concrete (S)
CREATED BY:
Sam Denyer(Andres Construction Services)
STATUS:
Open
DATE CREATED:
05/23/2016
ISSUE DATE:
05/23/2016
REVISION:
0
RESPONSIBLE CONTRACTOR:
Capform Incorporated
RECEIVED FROM:
Anthony Lopez
RECEIVED DATE: 05/20/2016
SUBMIT BY:
05/23/2016
FINAL DUE DATE: 06/06/2016
LOCATION:
Level P1
TYPE:
Shop Drawings
COST CODE:
APPROVERS:
Michael Reyes (Good Fulton & Farrell Architects)
BALL IN COURT: Sam Denyer (Andres Construction Services) DISTRIBUTION: Cliff Wood (TRAMMELL CROW COMPANY), Jeff Robinson (Raymond L. Goodson), Stephen Miller (Andres Construction Services) , Jay Dreiling (Good Fulton & Farrell Architects), Sam Denyer (Andres Construction Services), Al Castillo (Andres Construction Services) , Chandler Brooks (Andres Construction Services), Conner Best (TRAMMELL CROW COMPANY), Travis Andres (Andres Construction Services) DESCRIPTION: Level P1 Post-Tension Shop Drawings PT-4.00 - Level P1/Garage Post-Tension Tendon Layout PT-4.01 - Level P1/Garage Uniform Tendon Support Layout PT-4.02 - Level P1/Garage Beam Profiles and Anchor Details PT-4.03 - Level P1/Garage Beam Profiles and Anchor Details PT-4.04 - Level P1/Garage Beam Profiles and Anchor Details PT-4.05 - Level P1/Garage Beam Profiles and Anchor Details PT-4.06 - Level P1/Garage Beam Profiles and Anchor Details PT-4.07 - Level P1/Garage Beam Profiles and Anchor Details ATTACHMENTS:
SUBMITTAL WORKFLOW #
NAME
SUBMITTER/ APPROVER
SENT DATE
DUE DATE
RETURNED RESPONSE DATE
1
Sam Denyer
Submitter
5/23/2016
Pending
2
Michael Reyes
Approver
6/6/2016
Pending
ATTACHMENTS
COMMENTS
Project: M-LINE TOWER Date: 05/23/2016 Reviewed By: Sam Denyer
rev.00
Submittal #: 087-033816.006 This submittal is subject to strict compliance with the plans and specifications. No deviations are permitted unless specifically authorized in writing. Andres Construction Services is not responsible for any discrepancies between this submittal and contract plans and specifications, nor for any error in dimensions or quantities on this submittal.
BY
ANDRES CONSTRUCTION SERVICES LLC
DATE
Page 1 of 1
COPIES TO
Printed On: 05/23/2016 09:20 AM
06/08/16
JR
PARTIAL REVISE AND RESUBMIT: RESUBMIT STAIR 1 FRAMING WITH REVISIONS PER ASI #08 AND #10.
Submittal No.
033816.006 - P1 PT Shop Dwg
No exception taken By: Make corrections noted Date: Submit specified item Revise and resubmit Rejected Not reviewed by GFF ■ See consultants action stamp
M.I.R. 06/09/16
“Checking is only for general conformance with the design concept of the work and general compliance with the information given in the Contract Documents. Any action hereon by Architect is subject to contractor’s duties and responsibilities as noted in the Contract Documents and in AIA Document B101 current as of date of action, except to the extent of conflict with the Contract Documents in which case they govern.”
GFF, INC. 2808 FAIRMOUNT STREET, SUITE 300 DALLAS, TEXAS 75201 (214)303-1500 (214)303-1512 www.gff.com
KEEP C.J. CONT, DO NOT STEP. EXTEND TENDONS OVER PG32 @ MID DEPTH TO C.J.
OK - SEE 06/S6.01 FOR SIM CONDITION
REVISE AND RE-SUBMIT PER ASI REVISIONS. SEE SUBMITTAL STAMP NOTES OK
VERIFY SLAB TENDON CGS PER ASI #08 REVISIONS
14 1/4" CGS REF ASI #8
CORRECT PER RAMP SLOPES
REF ASI #8
REF ASI #8
GC VERIFY ADD'L RQMNTS AT POUR STRIP PER 07/S6.05
14" CGS PER SCHED
OK - SEE 06/S6.01 FOR SIM CONDITION
REF ASI #8
