Amend_0005_Atch4_100Percent_Drawings_Rev_24Jan13_Part4_223thru274.pdf

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Y ou h av e to p ay a tt en tio n to th is a t t he bu ild in g co ns tr uc tio n an w he n co nc re te at m os t o f t he yo u de fin e th e

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0% d es ig n re in fo rc em en t at t he t op o f ce ili ng

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

U.S. Army Corps of Engeneers

DateRevision

Sheet

Date.

APO AE 09096

Europe District

ByDescription

FILE NO.:

Landstuhl Heliport

S-156A 1 : 50

UEBERSICHT

KEY PLAN

+-0.00 OKFF / TFL

358.75m ue NN =

MASSSTAB / SCALE 1:50

SCALE: FT

MASSSTAB: M

BT / BLDG 3

PLANT

2.5

2.5 5.0 7.5 10.0 15.0

Technikgebaeude / plant

5.0 7.5

20.0 25.0

A. Zwerger

T.Stammerjohann

CONTRACT N.: W912GB-13-R-0009

Übersicht Stahlkonstruktion Medienbrücke/ media bridge

Wideband Satcom Facility

PN: 57594

100% design steel construktion media bridge, generaldrawing ef

E ng in ee ri ng

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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

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-161

Technikgebaeude BT4 Sprinkler/ plant 4 Fire Protection Schalung, Gründung Ebene -1.00m

VFO

T. Stammerjohann

Formwork Drawing, Foundation Level -1.00m 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

-1.00

+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

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