Amend_0003_Atch4_SATCOM_100percent_Drawings_Part2_301to348.pdf
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- Attached to
- SATCOM-WSOC Landstuhl USAG
- Solicitation number
- W912GB-13-R-0009
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Amend 0003 Atch 4 - 100 Design Drawings (Part 2 of 2 - Drawings 301 to 348 of 348)
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Bei der Begrenzung der Rissbreite für die Bauteile wurde ein Beton angenommen, dessen Betonzugfestigkeit f nach 5 Tagen höchstens
50% der mittleren Zugfestigkeit f erreicht (max f = 0,5 f ).
Dies ist bei der Festlegung des Betons und der Bauausführung zu berücksichtigen.
For the limit of the crack width we supposed a concrete which tensile strength f will reach after 5 days mean/medium tensile strength f (max f = 0,5 f ).
You have to pay attention to this at the building construction an when concrete!
at most 50% of the you define the
-1.00
+3.50
+3.80 +4.00
+3.70
+3.60 +3.70
+3.50
U.S. Army Corps of Engineers
APO AE 09096
Europe District
CONTRACT NO.: W912GB-13-R-0009
FILE NO.:
Wideband Satcom Facility Landstuhl Heliport
PN: 57594
S-162
Technikgebaeude BT4 Sprinkler/ plant 4 Fire Protection Schalung, Erdgeschoss
VFO
T. Stammerjohann
Formwork Drawing, Floor Plan ct,eff ctm ct,eff,5d ctm,28d ct,eff ctm ct,eff,5d ctm,28d
1:50
Chief, Engineering Division
Submitted
Designed
Community Commander
Approved
Approval Recommended
Checked
Drawn
Scale As Shown drawings in this set as Indexed on sheet Signatures affixed below indicate official recommendation and approval of all
Deputy Engineer, PPM
Date
Approved
DateRevision
Sheet
Date.
ByDescription
100% design
UEBERSICHT
KEY PLAN
+-0.00 OKFF / TFL
358.75m ue NN =
BT / BLDG 3
PLANT
0 2.5 5 7.5
0 52.5 7.5 10 15 20 25
MASSSTAB / SCALE 1:50
SCALE: FT
MASSSTAB: M
0.5 1
50% der mittleren Zugfestigkeit f erreicht (max f = 0,5 f ).
Dies ist bei der Festlegung des Betons und der Bauausführung zu berücksichtigen.
For the limit of the crack width we supposed a concrete which tensile strength f will reach after 5 days mean/medium tensile strength f (max f = 0,5 f ).
You have to pay attention to this at the building construction an when concrete!
at most 50% of the you define the
-1.02
-0.42
-0.02
U.S. Army Corps of Engineers
APO AE 09096
Europe District
CONTRACT NO.: W912GB-13-R-0009
FILE NO.:
Wideband Satcom Facility Landstuhl Heliport
PN: 57594
S-163
Technikgebaeude BT4/ plant 4 Fire Protection Bewehrung Gründung Ebene -1.00
VFO
T. Stammerjohann
Reinforcement Foundation Level -1.00 ct,eff ctm ct,eff,5d ctm,28d ct,eff ctm ct,eff,5d ctm,28d
1:50 , 1:25
Chief, Engineering Division
Submitted
Designed
Community Commander
Approved
Approval Recommended
Checked
Drawn
Scale As Shown drawings in this set as Indexed on sheet Signatures affixed below indicate official recommendation and approval of all
Deputy Engineer, PPM
Date
Approved
DateRevision
Sheet
Date.
ByDescription
100% design
UEBERSICHT
KEY PLAN
+-0.00 OKFF / TFL
358.75m ue NN =
BT / BLDG 3
PLANT
0 2.5 5 7.5
0 52.5 7.5 10 15 20 25
MASSSTAB / SCALE 1:50
SCALE: FT
MASSSTAB: M
0 1 2.5
0 2.5 5 7.5 10 12.5
MASSSTAB / SCALE 1:25
SCALE: FT
0.5 2
50% der mittleren Zugfestigkeit f erreicht (max f = 0,5 f ).
Dies ist bei der Festlegung des Betons und der Bauausführung zu berücksichtigen.
For the limit of the crack width we supposed a concrete which tensile strength f will reach after 5 days mean/medium tensile strength f (max f = 0,5 f ).
You have to pay attention to this at the building construction an when concrete!
at most 50% of the you define the
U.S. Army Corps of Engineers
APO AE 09096
Europe District
CONTRACT NO.: W912GB-13-R-0009
FILE NO.:
Wideband Satcom Facility Landstuhl Heliport
PN: 57594
S-164
Technikgebaeude BT4/ plant 4 Fire Protection Bewehrung Schacht Ebene -2.00
VFO
T. Stammerjohann
Reinforcement Man Hole Level -2.00 ct,eff ctm ct,eff,5d ctm,28d ct,eff ctm ct,eff,5d ctm,28d
1:25
Chief, Engineering Division
Submitted
Designed
Community Commander
Approved
Approval Recommended
Checked
Drawn
Scale As Shown drawings in this set as Indexed on sheet Signatures affixed below indicate official recommendation and approval of all
Deputy Engineer, PPM
Date
Approved
DateRevision
Sheet
Date.
ByDescription
100% design
UEBERSICHT
KEY PLAN
+-0.00 OKFF / TFL
358.75m ue NN =
BT / BLDG 3
PLANT
0 1 2.5
0 2.5 5 7.5 10 12.5
MASSSTAB / SCALE 1:25
SCALE: FT
50% der mittleren Zugfestigkeit f erreicht (max f = 0,5 f ).
Dies ist bei der Festlegung des Betons und der Bauausführung zu berücksichtigen.
For the limit of the crack width we supposed a concrete which tensile strength f will reach after 5 days mean/medium tensile strength f (max f = 0,5 f ).
You have to pay attention to this at the building construction an when concrete!
at most 50% of the you define the
U.S. Army Corps of Engineers
APO AE 09096
Europe District
CONTRACT NO.: W912GB-13-R-0009
FILE NO.:
Wideband Satcom Facility Landstuhl Heliport
PN: 57594
S-165
Technikgebaeude BT4/ plant 4 Fire Protection Bewehrung Wände
VFO
T. Stammerjohann
Reinforcement Walls ct,eff ctm ct,eff,5d ctm,28d ct,eff ctm ct,eff,5d ctm,28d
1:50 , 1:25
Chief, Engineering Division
Submitted
Designed
Community Commander
Approved
Approval Recommended
Checked
Drawn
Scale As Shown drawings in this set as Indexed on sheet Signatures affixed below indicate official recommendation and approval of all
Deputy Engineer, PPM
Date
Approved
DateRevision
Sheet
Date.
ByDescription
100% design
UEBERSICHT
KEY PLAN
+-0.00 OKFF / TFL
358.75m ue NN =
BT / BLDG 3
PLANT
0 2.5 5 7.5
0 52.5 7.5 10 15 20 25
MASSSTAB / SCALE 1:50
SCALE: FT
MASSSTAB: M
0 1 2.5
0 2.5 5 7.5 10 12.5
MASSSTAB / SCALE 1:25
SCALE: FT
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