Swedish PT Shop Drwgs.pdf
Andersen Construction Company
TRANSMITTAL
900 Poplar Place South PO Box 6712
No.13-0922-0065
Seattle WA 98144
US
PROJECT:Swedish - Providence Parking Garage01/27/2014
DATE:
TO:Edmonds, City of
RE:PT Shop Drawings - Deferred Submittal
121 5th Avenue North
Edmonds WA 98020
ATTN:Leif Bjorbakc JOB:13-0922
WE ARE SENDING:SUBMITTED FOR:ACTION TAKEN:
Shop DrawingsApprovalApproved as Submitted
LetterYour UseApproved as Noted
PrintsAs RequestedReturned After Loan
Change OrderReview and Comment
Resubmit
PlansSubmit
SENT VIA:
SamplesReturned
AttachedSeparate Cover
SpecificationsReturned for Corrections
Other:Due Date:
Other:
Submittal:
ItemPackageCodeRev.QtyDateDescriptionStatus
Line
1Shop Drawings101/27/2014
REMARKS:
CC:
Signed:
Nick Wallace
Andersen Construction Company TRANSMITTAL
900 Poplar Place South PO Box 6712
No.13-0922-0046
Seattle WA 98144
US
PROJECT:Swedish - Providence Parking Garage01/10/2014
DATE:
TO:jrj architects, llc
RE:032300-02 - PT Shop Drawings
15455 NW Greenbrier Parkway
Beaverton OR 97006
ATTN:Scott Harris
JOB:13-0922
WE ARE SENDING:SUBMITTED FOR:ACTION TAKEN:
Shop DrawingsApprovalApproved as Submitted
LetterYour UseApproved as Noted
PrintsAs RequestedReturned After Loan
Change OrderReview and CommentResubmit
PlansSubmit
SENT VIA:
Samples
Returned
Separate Cover
SpecificationsAttachedReturned for Corrections
Other:Due Date:
Other:
Submittal:
ItemPackageCodeRev.QtyDateDescriptionStatus
Line
1Submittal032300-022032300.0.0.1Shop DrawingsOpen01/10/2014
ENGINEERS REVIEW
XX
DCI ENGINEERS
____ No Exceptions Taken
____ Note Markings
____ Revise & Resubmit
01/09/1411
Nick Wallace
13-0922
By: Date:
3
032100-02
ENGINEER’S REVIEW IS FOR GENERAL CONFORMANCE TO THE DESIGN CONCEPT AND
CONTRACT DOCUMENTS. REVIEW OF THE SPECIALTY STRUCTURAL ENGINEERS (SSE)
DESIGN IS FOR CONFORMANCE TO DESIGN CRITERIA AND COMPATIBILITY WITH THE
DESIGN OF THE BUILDING AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR
THAT DESIGN. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING
THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND
SPECIFICATIONS, NOR DEPARTURES THEREFROM. THE CONTRACTOR REMAINS
RESPONSIBLE FOR DETAILS AND ACCURACY; FOR CONFIRMING AND CORRELATING
ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR
TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE MANNER.
REMARKS:
CC:
Signed:
Nick Wallace
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------------------------------------------------------------------------------
| ADAPT Corporation |
| 1733 Woodside Rd., Suite 220 |
| Redwood City, CA, 94061, USA |
------------------------------------------------------------------------------
| ADAPT CORPORATION |
| 1733 Woodside Road, Suite 220, Redwood City, CA 94061 USA |
| Tel: (650) 306 2400, Fax: (650) 364 4678 |
| E-mail: support@adaptsoft.com, Web site: www.adaptsoft.com |
------------------------------------------------------------------------------
| ADAPT-FELT Standard 4.07 |
| ADAPT POST-TENSIONING STRESS LOSS & ELONGATION PROGRAM |
| LICENSED TO: Cammy Hunter |
------------------------------------------------------------------------------
This program calculates the long-term and immediate stress losses in a post-
tensioned tendon. It outputs the elongations at the stressing ends and the
final stress profile along the tendon.
------------------------------------------------------------------------------
DATE: Jan 7, 2014 TIME: 11:07:21
P R O J E C T T I T L E :
Swedish Medical Center P/S
S P E C I F I C T I T L E :
Band at Line B & J
L O N G - T E R M L O S S C A L C U L A T I O N S :
INPUT PARAMETERS :
Post-tensioning system ................................. UNBONDED
Type of strand ......................................... LOW LAX
Ultimate strength of strand ............................ 270.00 ksi
Modulus of elasticity of strand ........................ 28500.00 ksi
Estimate of initial average compression ................ 280.97 psi
Concrete strength at 28 days ........................... 6000.00 psi
Average weight of concrete ............................. NORMAL
Estimated age of concrete at stressing ................. 3 days
Modulus of elasticity of concrete at stressing ......... 3122.00 ksi
Modulus of elasticity of concrete at 28 days ........... 4415.00 ksi
Estimate of average relative humidity .................. 80. %
Volume to surface ratio of member ...................... 3.90 in
CALCULATED VALUES :
Elastic shortening ..................................... 1.282 ksi
Shrinkage .............................................. 3.043 ksi
Creep .................................................. 2.902 ksi
Relaxation ............................................. 3.769 ksi
------------------------------------------------------------------------
Total long-term stress losses .......................... 10.996 ksi
Page # 2 calcs ADAPT-FELT 4.07
------------------------------------------------------------------------------
F R I C T I O N & E L O N G A T I O N C A L C U L A T I O N S :
INPUT PARAMETERS :
Coefficient of angular friction (meu)................ .07000 /radian
Coefficient of wobble friction (K)................... .00140 rad/ft
Ultimate strength of strand ......... .............. 270.00 ksi
Ratio of jacking stress to strand's ultimate strength .80
Anchor set .......................................... .25 inch
Cross-sectional area of strand ...................... .153 inch^2
Total Number of Strands per Tendon................... 1
STRESSING ........................................... AT BOTH ENDS
LEGEND :
P ....... = Tendon profile type defined as: 1=reversed parabola;
2=partial/regular parabola; 3=harped; 4=general
X1/L etc = horizontal distances to control points in geometry of the
tendon divided by span length
Stresses tabulated are after anchor set but before long-term losses.
TENDON ID, GEOMETRY AND STRESS PROFILE (calcs)
LENGTH < TENDON HEIGHT in.> Horizontal ratios <- STRESS (ksi) -->
SPAN ft P start center right X1/L X2/L X3/L start center right
-1----2-----3----4------5------6-------7----8----9--------10------11------12-
1 16.34 1 3.25 3.00 12.25 .10 .50 .10 180.92 183.52 190.38
2 42.17 1 12.25 1.25 12.25 .10 .50 .10 190.38 197.69 189.98
3 29.25 1 12.25 7.50 12.25 .10 .50 .10 189.98 184.58 179.93
4 29.25 1 12.25 7.50 12.25 .10 .50 .10 179.93 184.83 190.24
5 42.17 1 12.25 1.25 12.25 .10 .50 .10 190.24 197.96 190.47
6 16.34 1 12.25 3.50 3.25 .10 .50 .10 190.47 183.86 181.26
--------------------------------------
175.52 ft (total length of tendon)
SUMMARY :
Average initial stress (after release)................... 189.50 ksi
Long term stress losses ................................. 11.00 ksi
Final average stress .................................... 178.50 ksi
Final average force in tendon ........................... 27.31 k
Anchor set influence from left pull (198.46ksi; .735) .. 35.20 ft
Anchor set influence from right pull (198.63ksi; .736) .. 35.49 ft
Elongation at left pull before anchor set ............... 13.34 inch
Elongation at right pull before anchor set .............. 1.16 inch
Elongation at left pull after anchor set ................ 13.09 inch
Elongation at right pull after anchor set ............... .91 inch
Page # 3 calcs ADAPT-FELT 4.07
------------------------------------------------------------------------------
Total elongation after anchor set ....................... 14.00 inch
Ratio of total elongation to
tendon length after anchor set .................... .079790 inch/ft
Jacking force ........................................... 33.05 k
CRITICAL STRESS RATIOS :
At stressing .800; At anchorage .671; Max along tendon .736
------------------------------------------------------------------------------
| ADAPT Corporation |
| 1733 Woodside Rd., Suite 220 |
| Redwood City, CA, 94061, USA |
------------------------------------------------------------------------------
| ADAPT CORPORATION |
| 1733 Woodside Road, Suite 220, Redwood City, CA 94061 USA |
| Tel: (650) 306 2400, Fax: (650) 364 4678 |
| E-mail: support@adaptsoft.com, Web site: www.adaptsoft.com |
------------------------------------------------------------------------------
| ADAPT-FELT Standard 4.07 |
| ADAPT POST-TENSIONING STRESS LOSS & ELONGATION PROGRAM |
| LICENSED TO: Cammy Hunter |
------------------------------------------------------------------------------
This program calculates the long-term and immediate stress losses in a post-
tensioned tendon. It outputs the elongations at the stressing ends and the
final stress profile along the tendon.
------------------------------------------------------------------------------
DATE: Jan 7, 2014 TIME: 11:03:25
P R O J E C T T I T L E :
Swedish Medical Center P/S
S P E C I F I C T I T L E :
Typical Band/Beam
L O N G - T E R M L O S S C A L C U L A T I O N S :
INPUT PARAMETERS :
Post-tensioning system ................................. UNBONDED
Type of strand ......................................... LOW LAX
Ultimate strength of strand ............................ 270.00 ksi
Modulus of elasticity of strand ........................ 28500.00 ksi
Estimate of initial average compression ................ 314.03 psi
Concrete strength at 28 days ........................... 6000.00 psi
Average weight of concrete ............................. NORMAL
Estimated age of concrete at stressing ................. 3 days
Modulus of elasticity of concrete at stressing ......... 3122.00 ksi
Modulus of elasticity of concrete at 28 days ........... 4415.00 ksi
Estimate of average relative humidity .................. 80. %
Volume to surface ratio of member ...................... 3.90 in
CALCULATED VALUES :
Elastic shortening ..................................... 1.433 ksi
Shrinkage .............................................. 3.043 ksi
Creep .................................................. 3.243 ksi
Relaxation ............................................. 3.753 ksi
------------------------------------------------------------------------
Total long-term stress losses .......................... 11.473 ksi
Page # 2 calcs ADAPT-FELT 4.07
------------------------------------------------------------------------------
F R I C T I O N & E L O N G A T I O N C A L C U L A T I O N S :
INPUT PARAMETERS :
Coefficient of angular friction (meu)................ .07000 /radian
Coefficient of wobble friction (K)................... .00140 rad/ft
Ultimate strength of strand ......... .............. 270.00 ksi
Ratio of jacking stress to strand's ultimate strength .80
Anchor set .......................................... .25 inch
Cross-sectional area of strand ...................... .153 inch^2
Total Number of Strands per Tendon................... 1
STRESSING ........................................... AT RIGHT END
LEGEND :
P ....... = Tendon profile type defined as: 1=reversed parabola;
2=partial/regular parabola; 3=harped; 4=general
X1/L etc = horizontal distances to control points in geometry of the
tendon divided by span length
Stresses tabulated are after anchor set but before long-term losses.
TENDON ID, GEOMETRY AND STRESS PROFILE (calcs)
LENGTH < TENDON HEIGHT in.> Horizontal ratios <- STRESS (ksi) -->
SPAN ft P start center right X1/L X2/L X3/L start center right
-1----2-----3----4------5------6-------7----8----9--------10------11------12-
1 42.34 1 9.50 2.25 12.25 .10 .50 .10 190.30 197.37 190.52
2 16.75 1 12.25 2.50 3.25 .10 .50 .10 190.52 183.48 180.56
--------------------------------------
59.09 ft (total length of tendon)
SUMMARY :
Average initial stress (after release)................... 191.68 ksi
Long term stress losses ................................. 11.47 ksi
Final average stress .................................... 180.21 ksi
Final average force in tendon ........................... 27.57 k
Anchor set influence from right pull (198.28ksi; .734) .. 35.25 ft
Elongation at right pull before anchor set .............. 5.02 inch
Elongation at right pull after anchor set ............... 4.77 inch
Total elongation after anchor set ....................... 4.77 inch
Ratio of total elongation to
tendon length after anchor set .................... .080707 inch/ft
Jacking force ........................................... 33.05 k
Page # 3 calcs ADAPT-FELT 4.07
------------------------------------------------------------------------------
CRITICAL STRESS RATIOS :
At stressing .800; At anchorage .705; Max along tendon .734
------------------------------------------------------------------------------
| ADAPT Corporation |
| 1733 Woodside Rd., Suite 220 |
| Redwood City, CA, 94061, USA |
------------------------------------------------------------------------------
| ADAPT CORPORATION |
| 1733 Woodside Road, Suite 220, Redwood City, CA 94061 USA |
| Tel: (650) 306 2400, Fax: (650) 364 4678 |
| E-mail: support@adaptsoft.com, Web site: www.adaptsoft.com |
------------------------------------------------------------------------------
| ADAPT-FELT Standard 4.07 |
| ADAPT POST-TENSIONING STRESS LOSS & ELONGATION PROGRAM |
| LICENSED TO: Cammy Hunter |
------------------------------------------------------------------------------
This program calculates the long-term and immediate stress losses in a post-
tensioned tendon. It outputs the elongations at the stressing ends and the
final stress profile along the tendon.
------------------------------------------------------------------------------
DATE: Jan 7, 2014 TIME: 10:56:37
P R O J E C T T I T L E :
Swedish Medical Center P/S
S P E C I F I C T I T L E :
Uniform Pour 1 & 3
L O N G - T E R M L O S S C A L C U L A T I O N S :
INPUT PARAMETERS :
Post-tensioning system ................................. UNBONDED
Type of strand ......................................... LOW LAX
Ultimate strength of strand ............................ 270.00 ksi
Modulus of elasticity of strand ........................ 28500.00 ksi
Estimate of initial average compression ................ 247.00 psi
Concrete strength at 28 days ........................... 6000.00 psi
Average weight of concrete ............................. NORMAL
Estimated age of concrete at stressing ................. 3 days
Modulus of elasticity of concrete at stressing ......... 3122.00 ksi
Modulus of elasticity of concrete at 28 days ........... 4415.00 ksi
Estimate of average relative humidity .................. 80. %
Volume to surface ratio of member ...................... 3.25 in
CALCULATED VALUES :
Elastic shortening ..................................... 1.127 ksi
Shrinkage .............................................. 3.198 ksi
Creep .................................................. 2.551 ksi
Relaxation ............................................. 3.544 ksi
------------------------------------------------------------------------
Total long-term stress losses .......................... 10.420 ksi
Page # 2 calcs ADAPT-FELT 4.07
------------------------------------------------------------------------------
F R I C T I O N & E L O N G A T I O N C A L C U L A T I O N S :
INPUT PARAMETERS :
Coefficient of angular friction (meu)................ .07000 /radian
Coefficient of wobble friction (K)................... .00140 rad/ft
Ultimate strength of strand ......... .............. 270.00 ksi
Ratio of jacking stress to strand's ultimate strength .80
Anchor set .......................................... .25 inch
Cross-sectional area of strand ...................... .153 inch^2
Total Number of Strands per Tendon................... 1
STRESSING ........................................... AT RIGHT END
LEGEND :
P ....... = Tendon profile type defined as: 1=reversed parabola;
2=partial/regular parabola; 3=harped; 4=general
X1/L etc = horizontal distances to control points in geometry of the
tendon divided by span length
Stresses tabulated are after anchor set but before long-term losses.
TENDON ID, GEOMETRY AND STRESS PROFILE (calcs)
LENGTH < TENDON HEIGHT in.> Horizontal ratios <- STRESS (ksi) -->
SPAN ft P start center right X1/L X2/L X3/L start center right
-1----2-----3----4------5------6-------7----8----9--------10------11------12-
1 17.00 1 3.25 2.75 5.25 .10 .50 .10 172.56 174.86 178.21
2 26.67 1 5.25 1.25 5.25 .10 .50 .10 178.21 182.64 187.43
3 26.67 1 5.25 1.25 5.25 .10 .50 .10 187.43 192.09 197.13
4 26.67 1 5.25 1.25 5.25 .10 .50 .10 197.13 198.76 193.47
5 21.34 1 5.25 1.25 3.25 .10 .63 .10 193.47 188.08 184.79
--------------------------------------
118.35 ft (total length of tendon)
SUMMARY :
Average initial stress (after release)................... 188.28 ksi
Long term stress losses ................................. 10.42 ksi
Final average stress .................................... 177.86 ksi
Final average force in tendon ........................... 27.21 k
Anchor set influence from right pull (200.40ksi; .742) .. 39.38 ft
Elongation at right pull before anchor set .............. 9.63 inch
Elongation at right pull after anchor set ............... 9.38 inch
Total elongation after anchor set ....................... 9.38 inch
Ratio of total elongation to
tendon length after anchor set .................... .079274 inch/ft
Page # 3 calcs ADAPT-FELT 4.07
------------------------------------------------------------------------------
Jacking force ........................................... 33.05 k
CRITICAL STRESS RATIOS :
At stressing .800; At anchorage .684; Max along tendon .742
------------------------------------------------------------------------------
| ADAPT Corporation |
| 1733 Woodside Rd., Suite 220 |
| Redwood City, CA, 94061, USA |
------------------------------------------------------------------------------
| ADAPT CORPORATION |
| 1733 Woodside Road, Suite 220, Redwood City, CA 94061 USA |
| Tel: (650) 306 2400, Fax: (650) 364 4678 |
| E-mail: support@adaptsoft.com, Web site: www.adaptsoft.com |
------------------------------------------------------------------------------
| ADAPT-FELT Standard 4.07 |
| ADAPT POST-TENSIONING STRESS LOSS & ELONGATION PROGRAM |
| LICENSED TO: Cammy Hunter |
------------------------------------------------------------------------------
This program calculates the long-term and immediate stress losses in a post-
tensioned tendon. It outputs the elongations at the stressing ends and the
final stress profile along the tendon.
------------------------------------------------------------------------------
DATE: Jan 7, 2014 TIME: 10:58:44
P R O J E C T T I T L E :
Swedish Medical Center P/S
S P E C I F I C T I T L E :
Uniform Pour 2 & 4
L O N G - T E R M L O S S C A L C U L A T I O N S :
INPUT PARAMETERS :
Post-tensioning system ................................. UNBONDED
Type of strand ......................................... LOW LAX
Ultimate strength of strand ............................ 270.00 ksi
Modulus of elasticity of strand ........................ 28500.00 ksi
Estimate of initial average compression ................ 247.00 psi
Concrete strength at 28 days ........................... 6000.00 psi
Average weight of concrete ............................. NORMAL
Estimated age of concrete at stressing ................. 3 days
Modulus of elasticity of concrete at stressing ......... 3122.00 ksi
Modulus of elasticity of concrete at 28 days ........... 4415.00 ksi
Estimate of average relative humidity .................. 80. %
Volume to surface ratio of member ...................... 3.25 in
CALCULATED VALUES :
Elastic shortening ..................................... 1.127 ksi
Shrinkage .............................................. 3.198 ksi
Creep .................................................. 2.551 ksi
Relaxation ............................................. 3.780 ksi
------------------------------------------------------------------------
Total long-term stress losses .......................... 10.657 ksi
Page # 2 calcs ADAPT-FELT 4.07
------------------------------------------------------------------------------
F R I C T I O N & E L O N G A T I O N C A L C U L A T I O N S :
INPUT PARAMETERS :
Coefficient of angular friction (meu)................ .07000 /radian
Coefficient of wobble friction (K)................... .00140 rad/ft
Ultimate strength of strand ......... .............. 270.00 ksi
Ratio of jacking stress to strand's ultimate strength .80
Anchor set .......................................... .25 inch
Cross-sectional area of strand ...................... .153 inch^2
Total Number of Strands per Tendon................... 1
STRESSING ........................................... AT RIGHT END
LEGEND :
P ....... = Tendon profile type defined as: 1=reversed parabola;
2=partial/regular parabola; 3=harped; 4=general
X1/L etc = horizontal distances to control points in geometry of the
tendon divided by span length
Stresses tabulated are after anchor set but before long-term losses.
TENDON ID, GEOMETRY AND STRESS PROFILE (calcs)
LENGTH < TENDON HEIGHT in.> Horizontal ratios <- STRESS (ksi) -->
SPAN ft P start center right X1/L X2/L X3/L start center right
-1----2-----3----4------5------6-------7----8----9--------10------11------12-
CAN 5.34 1 3.25 5.25 .00 177.07 180.06
1 26.67 1 5.25 1.25 5.25 .10 .50 .10 180.06 184.54 189.38
2 26.67 1 5.25 1.25 5.25 .10 .50 .10 189.38 194.09 199.18
3 26.67 1 5.25 1.25 5.25 .10 .50 .10 199.18 197.65 192.30
4 17.00 1 5.25 2.75 3.25 .10 .50 .10 192.30 188.60 185.78
--------------------------------------
102.35 ft (total length of tendon)
SUMMARY :
Average initial stress (after release)................... 190.76 ksi
Long term stress losses ................................. 10.66 ksi
Final average stress .................................... 180.10 ksi
Final average force in tendon ........................... 27.56 k
Anchor set influence from right pull (200.89ksi; .744) .. 39.60 ft
Elongation at right pull before anchor set .............. 8.47 inch
Elongation at right pull after anchor set ............... 8.22 inch
Total elongation after anchor set ....................... 8.22 inch
Ratio of total elongation to
tendon length after anchor set .................... .080319 inch/ft
Page # 3 calcs ADAPT-FELT 4.07
------------------------------------------------------------------------------
Jacking force ........................................... 33.05 k
CRITICAL STRESS RATIOS :
At stressing .800; At anchorage .688; Max along tendon .744