Plans - Amendment 5.pdf

PDF 2 MB Posted Jan 31, 2012

Attached to: Construction of New Dormitory in Thule Air Base, Greenland
Solicitation number: W912DS-12-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District New York

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PLANS

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Other files

File	Type	Posted
Amendment 0009.pdf	PDF	Apr 19, 2012
Appendix L - DBA Waiver.pdf	PDF	Apr 6, 2012
Plans - Amendment 8.pdf	PDF	Apr 6, 2012
W912DS-12-B-0002 Amend 08.pdf	PDF	Apr 6, 2012
Appendix J - Flight Schedule	—	Feb 16, 2012
Appendix G - GeoTechnical Report - Amendment 7.pdf	PDF	Feb 16, 2012
Price Schedule Addendum - Amendment 7.pdf	PDF	Feb 16, 2012
Appendix K - Shipping Rates Gov Furnished Transport - Amendment 7.pdf	PDF	Feb 16, 2012
W912DS-12-B-0002 Amend 07.pdf	PDF	Feb 16, 2012
Appendix I - Governing Foundation Loads - Amendment 7.pdf	PDF	Feb 16, 2012
Appendix H - NFS Material Borrow Site - Amendment 7.pdf	PDF	Feb 16, 2012
WBS Thule Dormitory - Amendment 7.pdf	PDF	Feb 16, 2012
W912DS-12-B-0002 Amend 06.pdf	PDF	Feb 2, 2012
Reference to Question 4 - Amendment 5.pdf	PDF	Jan 31, 2012
W912DS-12-B-0002 Amend 05.pdf	PDF	Jan 31, 2012
Plans - Amendment 4.pdf	PDF	Jan 25, 2012
W912DS-12-B-0002 Amend 04.pdf	PDF	Jan 25, 2012
MTOC - Amendment 3.pdf	PDF	Jan 25, 2012
Plans - Amendment 3.pdf	PDF	Jan 25, 2012
11 13 13 - Amendment 3.pdf	PDF	Jan 25, 2012
W912DS-12-B-0002 Amendment 0003.pdf	PDF	Jan 25, 2012
Submittal Register - Amendment 3.pdf	PDF	Jan 25, 2012
13 48 00.00 10 - Amendment 3.pdf	PDF	Jan 25, 2012
Plans - Amendment 2.pdf	PDF	Jan 6, 2012
Flight Schedule 01 Oct 11 - 30 Sep 12 - Amendment 2.pdf	PDF	Jan 6, 2012
28 31 76 - Amendment 2.pdf	PDF	Jan 6, 2012
2012 Shipping Schedule - Amendment 2.pdf	PDF	Jan 6, 2012
DLA Fuel Pricing - Amendment 2.pdf	PDF	Jan 6, 2012
21 13 13.00 10 - Amendment 2.pdf	PDF	Jan 6, 2012
W912DS-12-B-0002 Amend 02.pdf	PDF	Jan 6, 2012
W912DS-12-B-0002 Amend 01.pdf	PDF	Dec 28, 2011
Package 3 - Thule Dorm CID - 100 .pdf	PDF	Dec 13, 2011
Appendix A - Active Landfills.pdf	PDF	Dec 13, 2011
Package 1 - Thule Dorm Plans - 100 .pdf	PDF	Dec 13, 2011
Appendix E - CEV-15J Slug Mgmt Plan.pdf	PDF	Dec 13, 2011
Package 2 - Thule Dorm Specification - 100 .pdf	PDF	Dec 13, 2011
Appendix C - CEV-15C Spill Prevention-Response Plan.pdf	PDF	Dec 13, 2011
Appendix F - Final Governing Standards for Environmental Protection for US Forces in Greenland.pdf	PDF	Dec 13, 2011
Appendix B - CEV-15B HWM Plan.pdf	PDF	Dec 13, 2011
Appendix D - CEV-15E Solid Waste Mgmt Plan.pdf	PDF	Dec 13, 2011
W912DS-12-B-0002.pdf	PDF	Dec 13, 2011

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1. HOOD TO BE CONSTRUCTED OF 16 GA. SHT. MTL. W/ 30MM x 30MM L STIFFENERS.

2. ALL CONNECTIONS TO BE COATED W/ MASTIC IN FIELD.

3. HOOD TO BE ASSEMBLED W/ STANDARD SELF-TAPPING SCREWS.

4. BAFFLES INSIDE HOOD TO BE CONSTRUCTED OF 16 GA. SHT. MTL. W/ L STIFFENERS.

5. FRAME TO SUPPORT HOOD: HORIZ. 150MM X 150MM X 6MM, VERT. 150MM X 150MM X 6MM

6. HOOD SHALL BE PROPERLY FASTENED TO SUPPORT FRAME TO ACCOMMODATE ALL

AND ADEQUATE STRENGTH

7. HOOD SHALL BE PROPERLY FABRICATED WITH FRAME MEMBERS FOR PROPER

WIND AND GRAVITY LOADS.

GENERAL NOTES:

W/ MASTIC IN FIELD.

3. ALL CONNECTIONS TO BE COATED

STANDARD SELF-TAPPING SCREWS.

2. HOOD TO BE ASSEMBLED W/

75MM X 75MM X 12MM L STIFFENERS.

16 GA. SHT. MTL. W/

1. HOOD TO BE CONSTRUCTED OF

NOTES ON HOOD:

NOT TO SCALE

MOUNTING DETAIL DIAGRAM

SECTIONPLAN

EH-1

DETAIL.SEE.DET.

EXT.WALL, FOR MTD'G

TO BE MOUNTED ON

SCREEN

BIRD

OPNG.

DUCT

HORIZ. 75X75X6 L

WELDED TO

VERTICAL

FACE OF WALL PNL.

HOOD

HORIZ-L

VERT-L

75X 75 X 6

HORIZ. L

R .O

30°

R.O.

150MM METAL FLOOR DECK. RE: STRUCTURAL.5.02

STEEL BEAM. RE: STRUCTURAL.5.06

STEEL CHANNEL. RE: STRUCTURAL.5.23

50MM RIGID MINERAL FIBER FLOOR INSULATION7.03

7.06 PRE FORMED METAL TRIM. COLOR TO MATCH ADJACENT PANEL.

SPRAY FOAM INSULATION7.07

FASTENED TO AND ALL EDGES TO HAVE CONTINUOUS BEAD OF SEALANT.

INSULATED PANELS AT ALL JOINTS AND BREAKS. FLASHING TO BE MECHANICALY

PANELS METAL FLASHING TO RUN CONTINUOUSLY ALONG THE INSIDE FACE OF METAL7.16

(1) LAYER OF 13MM GYPSUM BOARD INSTALLED PERPENDICULAR TO METAL DECK BELOW.9.03

5.05 STEEL COLUMN. RE: STRUCTURAL.

9.02 (1) 19MM GYPSUM BOARD OVER (2) LAYERS OF 13MM GYPSUM BOARD.

9.10 (2) LAYERS OF 13MM GYPSUM BOARD OVER 50MM 'Z' CHANNEL PLACED HORIZONTALLY

@ 400MM O.C. WITH 50MM BATT INSULATION OVER (1) LAYER OF 13MM GYPSUM BOARD

OVER 45MM HAT CHANNEL PLACED VERTICALLY @ 400MM O.C.

5.01 OPEN WEB JOIST. RE: STRUCTURAL

5.03 30MM METAL DECK INSTALLED PERPENDICULAR TO DECK BELOW. REF. STRUCTURAL.

STEEL SUB-GIRT TO EXTEND BEYOND THE OUTSIDE FACE OF THE COLUMN FLANGE (TYP.)5.04

7.02 200MM METAL INSULATED WALL/SOFFIT PANEL WITH INTERLOCKING EDGE. PANEL

EDGE TO HAVE INDEXED SLOTS WITH INTERNAL MECHANICAL CAMS THAT FASTEN

ADJACENT PANELS.

DETAIL KEY NOTES:

STEEL ANGLE. RE: STRUCTURAL5.09

7.15 3MM EPDM THERMAL BREAK. WHEN BETWEEN STRUCTURAL STEEL MEMBER AND WALL

PANEL EPDM THERMAL BREAK WILL HAVE EITHER AN APPLIED OR MANUFACTURED

ADHESIVE FACE ON THE STRUCTURAL STEEL SIDE OF THE MEMBRANE.

BEYOND THE EDGE OF THE FLANGE, BOTH SIDES. TACK PLATE EVERY 200 MM O.C.

5MM THICK GALV. STL. PL. ON EACH SIDE OF INSULATED METAL PANEL. TO EXTEND 300MM5.32

7.10 SEALANT

15.10 ROUND METAL DUCT.

FIBERGLASS DUCT23.00

FIBERGLASS T-PIPE W/ 100MM NOM. FITTING23.20

23.10 ANSI CLASS 150 PSI (1034 KPa) FIBERGLASS PIPE FLANGE FUSED TO FIBERGLASS PIPE.

23.11 ANSI CLASS 150 PSI (1034 KPa) FIBERGLASS PIPE FLANGE, LOOSE (FREE FLOATING)

5.30 THRU-BOLT WITH FENDER WASHER AND NUT ON EACH SIDE OF MTL. PANEL. (ALL GALV.)

16 GA. GALV. SHEET MTL. BUSHING.5.33

7.29 ELASTOMERIC FIRE STOPPING

7.12

5.09

5.06

7.02

7.06

7.07

7.15

7.16

5.01

9.10

5.04 7.15

9.02 7.03 9.03 5.03 5.02

7.02

OUTSIDE

INSIDE

5.05

A .F

EXTINGUISHER

FIRE

115 50

23.11

9.10

23.00

7.02

23.10

7.07 5.32

23.20

5.05

EXHAUST AIR STREAM

300MM

100MM

300MM

100MM

300MM

100MM

300MM

150MM

500MM

350MM

NOTES:

1. CONTRACTOR TO CONFIRM THAT A, B, AND C NOM. DIAMETERS FIT WITHIN ONE

ANOTHER.

2. TWO (2) OF THE FIBERGLASS TUBES FROM COMMON LAUNDRY ON SECOND

FLOOR SHALL HAVE 90 DEGREE ELBOWS TO STAGGER THE AIR EXHAUST.

3. SPRAY FOAM SHALL BE 50MM THICK MIN. AND 100MM THICK MAX. COMPLETELY

COVER INSIDE FACE OF PENETRATION.

4. REFERENCE SPECIFICATION 23 00.00, PARAGRAPH 2.9.1.7.

(FIBERGLASS DUCT UNDER AMENDMENT #3).

15.10

5.33 7.12

5.30

MIN # THRU BOLTS

N O

NOM.

400 300

EH-2

EH-3

5.30

23.20

5.32 23.10

5.33

US Army Corps of Engineers New York District

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AIR INTAKE HOOD PLAN2

1 : 20A-515

AIR INTAKE HOOD SECTION1

NTSA-515

AIR EXHAUST HOOD DETAIL3

NTSA-515

EXTERIOR WALL ISOMETRIC DETAIL4

0 500MM 1,000MM

SCALE 1:10 (MILLIMETERS)

0 1,000MM 2,000MM

SCALE 1:20 (MILLIMETERS)

1 : 10A-515I-404

FIRE EXSHER. CAB. ELEV. & SECT.5

1 : 10A-515A-203

EXHAUST HOOD SECTION7

D M

J A

D M

J A

1 : 10A-515A-202

EXHAUST HOOD ELEVATION8

A A

G G

-C

UP DN

D W

G G

J J

D W

G G

J J

WASHERS

NEMA 6-20R

+1220

TYP

+1220

PNL OPS

M-1 HT-1

P-1

H-1MDP-DISTR

MDP-MAIN FACP

H-1, H-1, H-1, H-1, H-1, H-1, D-1

1,3

5,7

13,15

9,11

2,4 6,8 14,16 10,12

WASHERS

NEMA 6-20R

DRYERS

NEMA 6-30R

DRYERS

NEMA 6-30R

H-1, 14

5 9

MOTORIZED

DAMPER

AHU-1

UPS +

BATT

19"

WALL

MTD,

EQUIP

RACK

UH-1,

25W

UH-4,

16W

H-1, H-1, UH-4,

16W

UH-4,

16W

H-1, H-1, 7.5HP/S

5.0HP/R

M-1, 1,3,5

HWRP

0.3KW

M-1, M-1, HEAT TRACE PANELS

LINEUP - SEE EP-403

TELCOM

RACKS

REFER TO EP-101A

NOTE 6 & 7

FIRE PROTECTION

RISERS

SEE NOTE 6 AND 7

IN EP-101A

REFRIG,

+1880

ICE-

MAKER

RANGE HOOD MICROWAVE

WASHERS

NEMA 6-20R

1,3

5,7

13,15

9,11

2,4 6,8 14,16 10,12

WASHERS

NEMA 6-20R

DRYERS

NEMA 6-30R

DRYERS

NEMA 6-30R

D-2

H-2

P-2 M-2

DISHWASHER

H-2, H-2, H-2, 40,42 38

H-2, H-2, UH-4,

16W

H-2,14 UH-4,

16W

H-2,14

AHU-2

7.5HP/S

5.0HP/R

M-2, 1,3,5

TELCOM

RACKS

5.6KW

P-1

P-2

5.6KW

M-2, 2,4,6

HX-PKG-1

HEAT EXCHANGE

PACKAGED UNIT - 1

SEE MECH DWG FOR

LOCATION

D-3

WASHERS

NEMA 6-20R

1,3

5,7

13,15

9,11

2,4 6,8 14,16 10,12

WASHERS

NEMA 6-20R

DRYERS

NEMA 6-30R

DRYERS

NEMA 6-30R

H-3

P-3

H-3, H-3, REFRIG,

+1880

ICE-

MAKER RANGE HOOD MICROWAVE

DISHWASHER

19 21

40,42 38

UH-4,

16W

H-3,14 UH-4,

16WH-3,14

AHU-3

7.5HP/S

5.0HP/R

M-3, 1,3,5

M-3

TELCOM

RACKS

P-3 P-4

3.8KW 3.8KW

HX-PKG-2

M-3, 2,4,6

HEAT EXCHANGE

PACKAGED UNIT - 2

SEE MECH DWG FOR

LOCATION

US Army Corps of Engineers New York District

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1/26/2012 11:36:10 AM

EP-404

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- 1

2N D

R D

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1 : 50

COMMON AREA - FIRST FLOOR

1 1 : 50

COMMON AREA - SECOND FLOOR

2 1 : 50

COMMON AREA - THIRD FLOOR

NOTE:

1. REFER TO EP-614 FOR CIRCUIT INFORMATION AND ADDITIONAL NOTES.

2. NOT ALL CIRCUITING IS BEING SHOWN. CONTRACTOR SHALL COORDINATE

WIRING AND POWER REQUIREMENT WITH MECH EQUIP MANUFACTURER.

SEE NOTES BELOW

EP-614

P A

N E

L S

C H

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U L E

R E

E D C

K T N

O T

E S F

O R M

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H E

Q U

NOTES

1, 2

NOTES

1, 2

NOTES

1, 2

NOTES:

1. CONTRACTOR SHALL PROVIDE POWER CIRCUIT TO PUMP CONTROLLERS. NOT ALL CIRCUITS

ARE SHOWN FOR MECHANICAL EQUIPMENT AS IT WILL BE DIFFERENT BASED ON MANUFACTURER

REQURIEMENT. WHERE REQUIRED, PROVIDE POWER TO THE MOTOR CIRCUITS, CONTROLLERS,

METERS, AND CONTROLS RELAYS AS REQUIRED. COORDINATE WITH EQUIP MANUFACTURER FOR

CIRCUIT REQUIREMENT.

2. COORDINATE WITH MECHANICAL DRAWINGS FOR LOCATIONS FOR ALL MECHANICAL EQUIPMENT.

C J

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D B

D E

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4 5

M A

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A P

P R

US Army Corps of Engineers

D A

T E

S U

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T E

D B

P L

O T D

A T

D A

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M A

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D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

SHEET OF XXX

H O

R T

D E

A N

S I

U S

E R

N A

M E

P L

O T

T E

D B

Y T

F I

L E

N A

M E

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N A

M E

S u b m i t t e d b y

D D

M M

Y Y

H H

M M

P l o t

D a t e

New York District

SHEET

REFERENCE

NUMBER

U S

A R

M Y E

N G

E E

R D

T R

C O

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S O

F E

N G

E E

R S

N E

W Y

O R

K D

T R

N Y

F Y D

O R

Y T

H U

L E A

F B

G R

E E

N L

A N

C H

LIMIT OF 275 KPA INSULATION

BELOW GRADE

LIMIT OF 275 KPA INSULATION

BELOW GRADE

S-501

TYP

S-501

TYP

1 2 3 5 6 7 8 9

D.1

C.1

A.1

P.A

P.B

P.C

P.D

P.1 P.2 P.3 P.4

B.1

8.1

S-501

TYP

3015 7100 7100 7050 7050 7420 2955 4925

997 3405 997

P.5 P.6

P.7 P.8

P.E

P.F

P.G

P.H

F5 F8

F5 F5

S-501

TYP

F6 F7

G2 G2

S-502

TYP

SIZE (LxWXT)

MARK REINFORCEMENT

FOOTING SCHEDULE

REMARKS

1. FOOTING HAS MULTIPLE PIERS. RE: PLAN FOR

DIMENSIONS AND ELEVATIONS.

NOTES:

1760 X 1760 X 260

2210 X 2210 X 560

2530 X 2530 X 560

2795 X 2795 X 560

3000 X 3000 X 560

4000 X 3000 X 560

(10) #19 EA WAY T&B

(9) #19 EA WAY T&B

(5) #19 EA WAY T&B

(8) #19 EA WAY T&B

(17)#19 SHORT T&B

(11)#19 LONG T&B NOTE 1

(12) #19 EA WAY T&B

F7 4000 X 3250 x 560 (18)#25 SHORT T&B

(8)#25 LONG T&B NOTE 1

F8 3250 X 3250 x 560

(11) #19 EA WAY T&B

US Army Corps of Engineers New York District

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1/31/2012 8:27:54 AM

S5-101-A

/A P

D O

R M

R Y, T H

N D

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1 : 100

01-B/FTG - PART PLAN A

0 50 100 mm

TRUE NORTH

WIND

PLAN NORTH

1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DWGS.

3. SEE DRAWING S-501 FOR TYPICAL FOUNDATION DETAILS.

4. B/FTG EL. 97.350 M AND T/PIER EL. 100.580 M FOR ALL BUILDING FOOTINGS. PIER HEIGHT WILL VARY BY THICKNESS OF

FOOTING. SEE FOOTING SCHEDULE RIGHT AND PIER SCHEDULE ON S-002.

5. FOR PORCH FOOTINGS: B/FTG EL. 98.680 M AND T/PIER EL. 100.580 M.

6. ALL PIERS TO BE CENTERED ON TOP OF FOOTING, COMBINED FOOTINGS TO BE BUILT AS SHOWN ON S-501.

7. COORDINATE WITH CIVIL DRAWINGS FOR LOCATION OF BELOW GRADE INSULATION AND UTILITIES.

Am en dm en t 5

Ja nu ar y

C H

F2 F2

F4 F2 F2

F3 F4

LIMIT OF 275 KPA INSULATION

BELOW GRADE

LIMIT OF 275 KPA INSULATION

BELOW GRADE

S-501

TYP

S-501

TYP

9 10 11 14 15 16 17

D.1

C.1

P.A

P.B

P.C

P.D

P.3 P.4

6750 7000 6750 3470 3015

B.1

P.9 P.10

P.E

P.F

S-502

TYP

SIZE (LxWXT)

MARK REINFORCEMENT

FOOTING SCHEDULE

REMARKS

1. FOOTING HAS MULTIPLE PIERS. RE: PLAN FOR

DIMENSIONS AND ELEVATIONS.

NOTES:

1760 X 1760 X 260

2210 X 2210 X 560

2530 X 2530 X 560

2795 X 2795 X 560

3000 X 3000 X 560

4000 X 3000 X 560

(10) #19 EA WAY T&B

(9) #19 EA WAY T&B

(5) #19 EA WAY T&B

(8) #19 EA WAY T&B

(17)#19 SHORT T&B

(11)#19 LONG T&B NOTE 1

(12) #19 EA WAY T&B

F7 4000 X 3250 x 560 (18)#25 SHORT T&B

(8)#25 LONG T&B NOTE 1

F8 3250 X 3250 x 560

(11) #19 EA WAY T&B

US Army Corps of Engineers New York District

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S5-101-B

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01-B/FTG - PART PLAN B

0 50 100 mm

TRUE NORTH

WIND

PLAN NORTH

1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DWGS.

3. SEE DRAWING S-501 FOR TYPICAL FOUNDATION DETAILS.

4. B/FTG EL. 97.350 M AND T/PIER EL. 100.580 M FOR ALL BUILDING FOOTINGS. PIER HEIGHT WILL VARY BY THICKNESS OF

FOOTING. SEE FOOTING SCHEDULE RIGHT AND PIER SCHEDULE ON S-002.

5. FOR PORCH FOOTINGS: B/FTG EL. 98.680 M AND T/PIER EL. 100.580 M.

6. ALL PIERS TO BE CENTERED ON TOP OF FOOTING, COMBINED FOOTINGS TO BE BUILT AS SHOWN ON S-501.

7. COORDINATE WITH CIVIL DRAWINGS FOR LOCATION OF BELOW GRADE INSULATION AND UTILITIES.

Am en dm en t 5

Ja nu ar y

C H

S5-201 1

C ol um n

Li ne

S5-201 3

C ol um n

Li ne

S5-202 1

C ol um n

Li ne

9S5-201 2

C ol um n

Li ne

W460X74 W360X44 W360X44 W360X44 W360X51

W460X74 W360X44 W360X44 W360X44 W360X51 W360X39

W360X39

W530X72

.7 W

W460X68 W460X68 W460X68 W460X68 W460X74 W460X52

W410X53

.8 W

W410X38.8

W530X72

W610X92

W410X53

K7 30

W410X38.8

W310X32.7

355 355

<45>

(-64) (-64) (-64) (-64) (-64)

(-64)

(-64)(-64)(-64)(-64)(-64)

(-64)

HSS139.7X139.7X7.9

STAIR POST

HSS139.7X139.7X7.9

STAIR POST

SEE NOTE 16

C250X37

.8 C

C250X37

0X 37C250X37

.8C

C250X37C250X37

S-506

TYP

S-506

TYP

S-506

TYP

S-506

TYP

S-504

S-506

TYP

S-506

TYP

S-506

TYP

S-506

TYP

S-506

TYP

S-505

TYP

1 2 3 5 6 7 8 9

D.1

C.1

A.1

P.A

P.B

P.C

P.D

P.1 P.2 P.3 P.4

997 3405 997

3015 7100 7100 7050 7050 7420

B.1

8.1

P.5 P.6

P.7 P.8

P.E

P.F

P.G

P.H

C250X37

S-503

TYP

W310X38.7

<25kN> W530x66

MOMENT CONNECTION

RE: TYPICAL DETAILS ON S-503

BEAM END MOMENT (kNM)

AXIAL LOAD (kN)

BEAM SIZE

US Army Corps of Engineers New York District

N D

A L

D R

A W

G C

O D

E :

D R

A W N

B Y :

C H

E C

D B

S U

E D

C H

T N

A R

C H

U .S

. A R

M Y

R D

C O

O F

R S

Y O

R K

T, N

SHEET

REFERENCE

NUMBER:

***SAFETY PAYS***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:

FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\Option 5\STRUCT_FY12_THULE_DORM_Opt 5.rvt

1/31/2012 8:27:56 AM

S5-102-A

/A P

D O

R M

R Y, T H

N D

R T

1 : 100

03-FIRST FLR FRAMING - PART PLAN A

0 50 100 mm

TRUE NORTH

WIND

PLAN NORTH

1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS

3. TOP OF FIRST FLOOR STEEL ELEVATION = 101.81 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).

ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.

4. - - - - INDICATES VERTICAL BRACING. RE: DRAWINGS S5-201 & S5-202 FOR FRAME ELEVATIONS.

5. SEE DRAWING S5-601 FOR COLUMN SCHEDULE.

6. FD INDICATES FLOOR DRAIN. COORDINATE MECHANICAL OPENINGS, PENETRATIONS, AND CHASES WITH M/E/P

7. TCX DENOTES JOIST TOP CHORD EXTENSION

8. * DENOTES BOTTOM CHORD EXTENSION

9. SEE DRAWING S-504 FOR JOIST LOADING DIAGRAMS. QTY OF JOISTS AS SHOWN ON PLAN IS A MINIMUM. FIELD

COORD FINAL JOIST LOCATIONS. JOIST SPACING NOT TO EXCEED 1 M UNO.

10. NO PENETRATIONS OF STEEL BEAM WEBS PERMITTED WITHOUT APPROVAL OF STRUCTURAL ENGINEER.

11. SEE 1/S-505 FOR GIRT ELEVATION

12. REFER TO ARCHITECTURAL DRAWINGS FOR HATCH LOCATIONS & ADJUST JOIST SPACING (+ - 150MM ) AS REQUIRED.

13. VERIFY T/STL EL (-64) AT BEAMS SUPPORTING JOISTS AS ACTUAL JOIST SEAT DEPTH. COORDINATE W/FABRICATORS AS REQUIRED.

14. HSS 139.7X139.7X7.9 STAIR POST = INDICATES LOCATION OF STAIR LANDING SUPPORT POST. VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR SUPPORT BEAM WITH STAIR REQUIREMENTS.

15. DENOTES SPAN DIRECTION OF 150 MM FLOOR DECK.

16. JOIST SPACING NOT TO EXCEED 700 MM IN MECH. ROOM.

1 : 1

FRAMING LEGEND - 1A

Am en dm en t 5

Ja nu ar y

C H

W360X39

W360X39 W360X44

W360X44 W360X44 W360X44 W460X74

W360X44 W360X44 W460X74

.7 W

0X 74W460X52 W460X68 W460X68 W460X68 W460X52

.8 W

W410X38.8

W310X32.7

300 300

<30>

(-64) (-64) (-64) (-64) (-64)

(-64)

(-64)(-64)(-64)(-64)(-64)

HSS139.7X139.7X7.9

STAIR POST

S-506

TYP

S-506

TYP

S-504

S-506

TYP

S-506

TYP

S-506

TYP

10 11 14 15 16 17

D.1

C.1

6750 7000 6750 3470 3015

B.1

P.9 P.10

P.E

P.F

C250X37

S-503

TYP

<25kN> W530x66

MOMENT CONNECTION

RE: TYPICAL DETAILS ON S-503

BEAM END MOMENT (kNM)

AXIAL LOAD (kN)

BEAM SIZE

US Army Corps of Engineers New York District

N D

A L

D R

A W

G C

O D

E :

D R

A W N

B Y :

C H

E C

D B

S U

E D

C H

T N

A R

C H

U .S

. A R

M Y

R D

C O

O F

R S

Y O

R K

T, N

SHEET

REFERENCE

NUMBER:

***SAFETY PAYS***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:

FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\Option 5\STRUCT_FY12_THULE_DORM_Opt 5.rvt

1/31/2012 8:27:57 AM

S5-102-B

/A P

D O

R M

R Y, T H

N D

R T

1 : 100

03-FIRST FLR FRAMING - PART PLAN B

0 50 100 mm

TRUE NORTH

WIND

PLAN NORTH

1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS

3. TOP OF FIRST FLOOR STEEL ELEVATION = 101.81 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).

ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.

4. - - - - INDICATES VERTICAL BRACING. RE: DRAWINGS S5-201 & S5-202 FOR FRAME ELEVATIONS.

5. SEE DRAWING S5-601 FOR COLUMN SCHEDULE.

6. FD INDICATES FLOOR DRAIN. COORDINATE MECHANICAL OPENINGS, PENETRATIONS, AND CHASES WITH M/E/P

7. TCX DENOTES JOIST TOP CHORD EXTENSION

8. * DENOTES BOTTOM CHORD EXTENSION

9. SEE DRAWING S-504 FOR JOIST LOADING DIAGRAMS. QTY OF JOISTS AS SHOWN ON PLAN IS A MINIMUM. FIELD

COORD FINAL JOIST LOCATIONS. JOIST SPACING NOT TO EXCEED 1 M UNO.

10. NO PENETRATIONS OF STEEL BEAM WEBS PERMITTED WITHOUT APPROVAL OF STRUCTURAL ENGINEER.

11. SEE 1/S-505 FOR GIRT ELEVATION

12. REFER TO ARCHITECTURAL DRAWINGS FOR HATCH LOCATIONS & ADJUST JOIST SPACING (+ - 150MM ) AS REQUIRED.

13. VERIFY T/STL EL (-64) AT BEAMS SUPPORTING JOISTS AS ACTUAL JOIST SEAT DEPTH. COORDINATE W/FABRICATORS AS REQUIRED.

15. DENOTES SPAN DIRECTION OF 150 MM FLOOR DECK.

16. JOIST SPACING NOT TO EXCEED 700 MM IN MECH. ROOM.

1 : 1

FRAMING LEGEND - 1B

Am en dm en t 5

Ja nu ar y

C H

S5-201 1

C ol um n

Li ne

S5-201 3

C ol um n

Li ne

S5-202 1

C ol um n

Li ne

9S5-201 2

C ol um n

Li ne

W360X39 W360X39 W360X39 W360X39 W360X39

W460X60 W460X74 W

W360X39 W360X39 W360X39 W360X39 W360X39

W460X60 W460X74

W460X74

W460X74 W460X60

W460X60 W460X60

W460X60 W

W460X52

W530X66

W610X92

W530X72

W360X39

.3W360X39

W360X39

W460X52

W410X38.8

W360X39

.7 W

W360X39

458 458<20> 458 458<20>

458 458<20>458 458<20>

C250X37

(-1740)

HSS139.7X139.7X7.9

STAIR POST

HSS139.7X139.7X7.9

STAIR POST

S-507

TYP

S-507

TYP

S-507

TYP

S-504

S-505

TYP

S-505

TYP

S-507

TYP

S-507

S-504

1 2 3 5 6 7 8 9

D.1

C.1

A.1

B.1

8.1

3015 7100 7100 7050 7050 7420 2955 4925

S-503

TYP

S-503

TYP

3 3

R O

O F

ROOF TRUSSES -

SEE NOTE 9

<25kN> W530x66

MOMENT CONNECTION

RE: TYPICAL DETAILS ON S-503

BEAM END MOMENT (kNM)

AXIAL LOAD (kN)

BEAM SIZE

WEB DOUBLE PLATE REQUIRED

SEE TABLE ON S-503

US Army Corps of Engineers New York District

N D

A L

D R

A W

G C

O D

E :

D R

A W N

B Y :

C H

E C

D B

S U

E D

C H

T N

A R

C H

U .S

. A R

M Y

R D

C O

O F

R S

Y O

R K

T, N

SHEET

REFERENCE

NUMBER:

***SAFETY PAYS***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:

FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\Option 5\STRUCT_FY12_THULE_DORM_Opt 5.rvt

1/31/2012 8:27:59 AM

S5-103-A

/A P

D O

R M

R Y, T H

N D

O N

D F

R T

1 : 100

04-SECOND FLR FRAMING - PART PLAN A

0 50 100 mm

TRUE NORTH

WIND

PLAN NORTH

1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS

3. TOP OF SECOND FLOOR STEEL ELEVATION = 105.670 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).

ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.

4. - - - - INDICATES VERTICAL BRACING. RE: DRAWINGS S5-201 & S5-202 FOR FRAME ELEVATIONS.

5. SEE DRAWING S5-601 FOR COLUMN SCHEDULE.

6. SEE 1/S-505 FOR GIRT ELEVATION.

7. HSS 139.7X139.7X7.9 STAIR POST = INDICATES LOCATION OF STAIR LANDING SUPPORT POST. VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR SUPPORT BEAM WITH STAIR REQUIREMENTS.

VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR

SUPPORT BEAM WITH STAIR REQUIREMENTS.

8. BEAMS ARE EQUALLY SPACED UNO.

9. PRE-MANUFACTURED LIGHT GAGE METAL TRUSSES SPACED @ 1000 MM OC MAX UNO.

1 : 1

FRAMING LEGEND - 2A

Am en dm en t 5

Ja nu ar y

C H

S5-202 1

C ol um n

Li ne

S5-202 2

C ol um n

Li ne

S5-202 3

C ol um n

Li ne

W360X39 W360X39 W360X39 W360X39 W360X39

W460X52 W460X52 W460X74

W460X74 W460X52

.7 W

W360X39

.7 W

W360X39

458 458 <20>458 458<20>

458 458<20>458 458<20>

C250X37 (-1740)

HSS139.7X139.7X7.9

STAIR POST

S-504

S-507

TYP

S-507

TYP

S-505

TYP

S-507

TYP

S-507

S-505

TYP

9 10 11 14 15 16 17

D.1

C.1

6750 7000 6750 3470 30154200

B.1

S-503

TYP

S-503

TYP

3 3

R O

O F

W360X39

ROOF TRUSSES -

SEE NOTE 9

<25kN> W530x66

MOMENT CONNECTION

RE: TYPICAL DETAILS ON S-503

BEAM END MOMENT (kNM)

AXIAL LOAD (kN)

BEAM SIZE

WEB DOUBLE PLATE REQUIRED

SEE TABLE ON S-503

US Army Corps of Engineers New York District

N D

A L

D R

A W

G C

O D

E :

D R

A W N

B Y :

C H

E C

D B

S U

E D

C H

T N

A R

C H

U .S

. A R

M Y

R D

C O

O F

R S

Y O

R K

T, N

SHEET

REFERENCE

NUMBER:

***SAFETY PAYS***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:

FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\Option 5\STRUCT_FY12_THULE_DORM_Opt 5.rvt

1/31/2012 8:27:59 AM

S5-103-B

/A P

D O

R M

R Y, T H

N D

O N

D F

R T

1 : 100

04-SECOND FLR FRAMING - PART PLAN B

0 50 100 mm

TRUE NORTH

WIND

PLAN NORTH

1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS

3. TOP OF SECOND FLOOR STEEL ELEVATION = 105.670 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).

ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.

4. - - - - INDICATES VERTICAL BRACING. RE: DRAWINGS S5-201 & S5-202 FOR FRAME ELEVATIONS.

5. SEE DRAWING S5-601 FOR COLUMN SCHEDULE.

6. SEE 1/S-505 FOR GIRT ELEVATION.

VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR

SUPPORT BEAM WITH STAIR REQUIREMENTS.

8. BEAMS ARE EQUALLY SPACED UNO.

9. PRE-MANUFACTURED LIGHT GAGE METAL TRUSSES SPACED @ 1000 MM OC MAX UNO.

1 : 1

FRAMING LEGEND - 2B

Am en dm en t 5

Ja nu ar y

C H

S5-201 1

C ol um n

Li ne

S5-201 3

C ol um n

Li ne

S5-202 1

C ol um n

Li ne

9S5-201 2

C ol um n

Li ne

W360X39 W360X39 W360X39 W360X39 W360X39

W460X60 W460X74 W

W360X39 W360X39 W360X39 W360X39 W360X39

W460X60 W460X74

W460X74

W460X74 W460X60

W460X60 W460X60

W460X60

W410X46.1

W530X66

W610X92

W530X72

W360X39

.3W360X39

W360X39

.7 W

W360X39

458 458<30> 458 458<30>

C250X37

C250X37 (-1740)

(-1740)

S-507

TYP

S-507

TYP

S-507

TYP

S-505

TYP

S-505

TYP

S-507

TYP

S-507

1 2 3 5 6 7 8 9

D.1

C.1

A.1

8.1

3015 7100 7100 7050 7050 7420 2955 4925

S-503

TYP

S-503

TYP

3 3

<25kN> W530x66

MOMENT CONNECTION

RE: TYPICAL DETAILS ON S-503

BEAM END MOMENT (kNM)

AXIAL LOAD (kN)

BEAM SIZE

WEB DOUBLE PLATE REQUIRED

SEE TABLE ON S-503

US Army Corps of Engineers New York District

N D

A L

D R

A W

G C

O D

E :

D R

A W N

B Y :

C H

E C

D B

S U

E D

C H

T N

A R

C H

U .S

. A R

M Y

R D

C O

O F

R S

Y O

R K

T, N

SHEET

REFERENCE

NUMBER:

***SAFETY PAYS***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:

FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\Option 5\STRUCT_FY12_THULE_DORM_Opt 5.rvt

1/31/2012 8:28:01 AM

S5-104-A

/A P

D O

R M

R Y, T H

N D

D F

R T

1 : 100

05-THIRD FLR FRAMING - PART PLAN A

0 50 100 mm

TRUE NORTH

WIND

PLAN NORTH

1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS

3. TOP OF THIRD FLOOR STEEL ELEVATION = 109.530 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).

ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.

4. - - - - INDICATES VERTICAL BRACING. RE: DRAWINGS S5-201 & S5-202 FOR FRAME ELEVATIONS.

5. SEE DRAWING S5-601 FOR COLUMN SCHEDULE.

6. SEE 1/S-505 FOR GIRT ELEVATION.

7. VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR SUPPORT BEAM WITH STAIR REQUIREMENTS.

8. BEAMS ARE EQUALLY SPACED UNO.

1 : 1

FRAMING LEGEND - 3A

Am en dm en t 5

Ja nu ar y

C H

S5-202 1

C ol um n

Li ne

S5-202 2

C ol um n

Li ne

S5-202 3

C ol um n

Li ne

W360X39 W360X39 W360X39 W360X39 W360X39

W460X52 W460X52 W460X74

W460X74 W460X52

W360X39

.7 W

W360X39

458 458<30>

458 458<30> 458 458<30>

458 458<30>

(-1740) C250X37

S-504

S-507

TYP

S-507

TYP

S-505

TYP

S-507

TYP

S-507

S-505

TYP

9 10 11 14 15 16 17

D.1

C.1

6750 7000 6750 3470 30154200

S-503

TYP

S-503

TYP

3 3

.7 W

<25kN> W530x66

MOMENT CONNECTION

RE: TYPICAL DETAILS ON S-503

BEAM END MOMENT (kNM)

AXIAL LOAD (kN)

BEAM SIZE

WEB DOUBLE PLATE REQUIRED

SEE TABLE ON S-503

US Army Corps of Engineers New York District

N D

A L

D R

A W

G C

O D

E :

D R

A W N

B Y :

C H

E C

D B

S U

E D

C H

T N

A R

C H

U .S

. A R

M Y

R D

C O

O F

R S

Y O

R K

T, N

SHEET

REFERENCE

NUMBER:

***SAFETY PAYS***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:

FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\Option 5\STRUCT_FY12_THULE_DORM_Opt 5.rvt

1/31/2012 8:28:01 AM

S5-104-B

/A P

D O

R M

R Y, T H

N D

D F

R T

1 : 100

05-THIRD FLR FRAMING - PART PLAN B

0 50 100 mm

TRUE NORTH

WIND

PLAN NORTH

1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS

3. TOP OF THIRD FLOOR STEEL ELEVATION = 109.530 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).

ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.

4. - - - - INDICATES VERTICAL BRACING. RE: DRAWINGS S5-201 & S5-202 FOR FRAME ELEVATIONS.

5. SEE DRAWING S5-601 FOR COLUMN SCHEDULE.

6. SEE 1/S-505 FOR GIRT ELEVATION.

7. VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR SUPPORT BEAM WITH STAIR REQUIREMENTS.

8. BEAMS ARE EQUALLY SPACED UNO.

1 : 1

FRAMING LEGEND - 3B

Am en dm en t 5

Ja nu ar y

C H

S5-201 1

C ol um n

Li ne

S5-201 3

C ol um n

Li ne

S5-202 1

C ol um n

Li ne

9S5-201 2

C ol um n

Li ne

W360X39 W360X39 W360X39 W360X39 W360X39 W360X39 W360X39

W360X39

.3W360X39

W360X39 W360X39 W360X39 W360X39 W360X39

W360X39

W410X38.8

W310X38.7

W410X75

W310X38.7 W

.7 W410X75

W410X75 W310X38.7

.7 W

W310X38.7

416 416<25> 416 416<25>

RIDGE RIDGE

RIDGE

ROOF PURLIN ROOF PURLIN

ROOF PURLIN

S-507

TYP

S-507

TYP

S-507

TYP

S-507

TYP

S-507

TYP

S-505

TYP

S-507

TYP

S-507

TYP

1 2 3 5 6 7 8 9

D.1

C.1

A.1

8.1

3015 7100 7100 7050 7050 7420 2955 4925

S-503

TYP

S-503

TYP

1 1

<25kN> W530x66

MOMENT CONNECTION

RE: TYPICAL DETAILS ON S-503

BEAM END MOMENT (kNM)

AXIAL LOAD (kN)

BEAM SIZE

WEB DOUBLE PLATE REQUIRED

SEE TABLE ON S-503

US Army Corps of Engineers New York District

N D

A L

D R

A W

G C

O D

E :

D R

A W N

B Y :

C H

E C

D B

S U

E D

C H

T N

A R

C H

U .S

. A R

M Y

R D

C O

O F

R S

Y O

R K

T, N

SHEET

REFERENCE

NUMBER:

***SAFETY PAYS***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:

FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\Option 5\STRUCT_FY12_THULE_DORM_Opt 5.rvt

1/31/2012 8:28:02 AM

S5-105-A

/A P

D O

R M

R Y, T H

N D

R O

O F

R T

1 : 100

06-ROOF FRAMING - PART PLAN A

0 50 100 mm

TRUE NORTH

WIND

PLAN NORTH

9. ROOF TRUSS MANUFACTURER WILL FURNISH SUPPORT FRAMING PLAN FOR ROOF PANELS. CONTRACTOR IS TO

COORDINATE ANY STICK FRAMING REQUIREMENTS WITH THE CONTRACTING OFFICER.

10. ROOF PURLINS INDICATED ON PLANS ARE A MINIMUM. COORDINATE WITH ARCHITECTURAL SECIONS FOR DEPTH RESTRICTIONS. COORDINATE WITH ROOF PANEL MANUFACTURER FOR SPACING REQUIREMENTS BASED ON PANEL

CAPACITY.

11. SEE ARCHITECTURAL DRAWINGS FOR TRUSS SLOPE AND PROFILE.

1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS

3. TRUSS BEARING = TOP OF ROOF STEEL ELEVATION = 113.43 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).

ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.

4. - - - - INDICATES VERTICAL BRACING. RE: DRAWINGS S5-201 & S5-202 FOR FRAME ELEVATIONS.

5. SEE DRAWING S5-601 FOR COLUMN SCHEDULE.

6. SEE 1/S-505 FOR GIRT ELEVATION.

7. ROOF TRUSSES ARE PRE-MANUFACTURED LIGHT GAGE METAL TRUSSES SPACED AT 1200 MM O.C. MAX.

8. DESIGN ROOF TRUSSES WITH FOUR (4) BEARING POINTS AS INDICATED ON DWG

1 : 1

FRAMING LEGEND - ROOF A

Am en dm en t 5

Ja nu ar y

C H

S5-202 1

C ol um n

Li ne

S5-202 2

C ol um n

Li ne

S5-202 3

C ol um n

Li ne

W360X39

W360X39 W360X39 W360X39 W360X39

W360X39 W360X39 W360X39 W360X39 W360X39

W410X38.8

W310X38.7

.7 W

W310X38.7

W310X38.7 W410X75

W410X75 W310X38.7

.7 W

416 416<25> 416 416<25>

416 416<25>416 416<25>

ROOF PURLINROOF PURLIN

ROOF PURLIN ROOF PURLIN

S-507

TYP

S-507

TYP

S-507

TYP

S-507

TYP

S-507

TYP

S-507

TYP

S-505

TYP

S-505

TYP

9 10 11 14 15 16 17

D.1

C.1

4200 6750 7000 6750 3470 3015

S-503

TYP

S-503

TYP

1 1

<25kN> W530x66

MOMENT CONNECTION

RE: TYPICAL DETAILS ON S-503

BEAM END MOMENT (kNM)

AXIAL LOAD (kN)

BEAM SIZE

WEB DOUBLE PLATE REQUIRED

SEE TABLE ON S-503

US Army Corps of Engineers New York District

N D

A L

D R

A W

G C

O D

E :

D R

A W N

B Y :

C H

E C

D B

S U

E D

C H

T N

A R

C H

U .S

. A R

M Y

R D

C O

O F

R S

Y O

R K

T, N

SHEET

REFERENCE

NUMBER:

***SAFETY PAYS***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:

FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\Option 5\STRUCT_FY12_THULE_DORM_Opt 5.rvt

1/31/2012 8:28:03 AM

S5-105-B

/A P

D O

R M

R Y, T H

N D

R O

O F

R T

1 : 100

06-ROOF FRAMING - PART PLAN B

0 50 100 mm

TRUE NORTH

WIND

PLAN NORTH

9. ROOF TRUSS MANUFACTURER WILL FURNISH SUPPORT FRAMING PLAN FOR ROOF PANELS. CONTRACTOR IS TO

COORDINATE ANY STICK FRAMING REQUIREMENTS WITH THE CONTRACTING OFFICER.

10. ROOF PURLINS INDICATED ON PLANS ARE A MINIMUM. COORDINATE WITH ARCHITECTURAL SECIONS FOR DEPTH RESTRICTIONS. COORDINATE WITH ROOF PANEL MANUFACTURER FOR SPACING REQUIREMENTS BASED ON PANEL

CAPACITY.

11. SEE ARCHITECTURAL DRAWINGS FOR TRUSS SLOPE AND PROFILE.

1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS

3. TRUSS BEARING = TOP OF ROOF STEEL ELEVATION = 113.43 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).

ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.

4. - - - - INDICATES VERTICAL BRACING. RE: DRAWINGS S5-201 & S5-202 FOR FRAME ELEVATIONS.

5. SEE DRAWING S5-601 FOR COLUMN SCHEDULE.

6. SEE 1/S-505 FOR GIRT ELEVATION.

7. ROOF TRUSSES ARE PRE-MANUFACTURED LIGHT GAGE METAL TRUSSES SPACED AT 1200 MM O.C. MAX.

8. DESIGN ROOF TRUSSES WITH FOUR (4) BEARING POINTS AS INDICATED ON DWG

1 : 1

FRAMING LEGEND - ROOF B

Am en dm en t 5

Ja nu ar y

FIRST FLR FRAMING

101810

SECOND FLR

FRAMING

105670

THIRD FLR

FRAMING

109530

ROOF FRAMING

113430

T/PIER

100580 kN kN kN kN kN

90 kN

90 kN 140 kN

250 kN

250 kN 140 kN kN

TYP

S-505

TYP

S-504

C DB E

HSS127X127X7.9

TYP

S-505

TYP

S-505

TYP

S-505

W360X44 W360X44

W360X51W360X51

W360X44W360X44

W360X51 W360X51

50 kN 50 kN

120 kN 120 kN

70 kN 70 kN

40 kN 40 kN

FIRST FLR FRAMING

101810

SECOND FLR

FRAMING

105670

THIRD FLR

FRAMING

109530

ROOF FRAMING

113430

T/PIER

100580 kN kN kN kN kN kN

85 kN

85 kN 120 kN

190 kN

120 kN

TYP

S-505

TYP

S-505

TYP

S-504

C DB E FA.1

HSS127X127X7.9

TYP

S-505

TYP

S-505

TYP

S-505

TYP

S-505

25 kN 25 kN

85 kN 85 kN

55 kN 55 kN

30 kN 30 kN

W360X51 W360X51

W360X44W360X44

W360X44 W360X44

FIRST FLR FRAMING

101810

SECOND FLR

FRAMING

105670

THIRD FLR

FRAMING

109530

ROOF FRAMING

113430

T/PIER

100580 kN kN kN kN kN kN

75 kN

75 kN 120 kN

220 kN

120 kN

TYP

S-505

TYP

S-505

TYP

S-504

C DB E

HSS127X127X7.9

HSS127X127X7.9 HS

HSS127X127X7.9

TYP

S-505

TYP

S-505

TYP

S-505

TYP

S-505

TYP

S-505

25 kN 25 kN

85 kN 85 kN

50 kN 50 kN

25 kN 25 kN

W360X51 W360X51

W360X51W360X51

W360X44 W360X44

W360X44W360X44

US Army Corps of Engineers New York District

N D

A L

D R

A W

G C

O D

E :

D R

A W N

B Y :

C H

E C

D B

S U

E D

C H

T N

A R

C H

U .S

. A R

M Y

R D

C O

O F

R S

Y O

R K

T, N

SHEET

REFERENCE

NUMBER:

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*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:

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1/31/2012 8:28:04 AM

S5-201

D O

R M

R Y, T H

N D

O N

1 : 100

Column Line 2

1 : 100

Column Line 8

1 : 100

Column Line 5

NOTES

1. SEE DRAWING S-001 FOR GENERAL NOTES, DESIGN CRITERIA & BRACING CONNECTION DESIGN NOTES.

2. TYP COL W310 UNO.

3. SEE STRUCTURAL PLANS AND COLUMN SCHEDULE FOR COLUMN SIZES, BEAM SIZES AND ORIENTATION.

4. ELEVATIONS ARE FOR TOP OF STEEL.

5. AXIAL FORCES FOR BRACE MEMBERS SHOWN BELOW MEMBER. AXIAL FORCES ARE REVERSIBLE.

Am en dm en t 5

Ja nu ar y

FIRST FLR FRAMING

101810

SECOND FLR

FRAMING

105670

THIRD FLR

FRAMING

109530

ROOF FRAMING

113430

T/PIER

100580 kN kN kN kN kN kN

75 kN

75 kN 120 kN

195 kN

195 kN 120 kN

TYP

S-505

TYP

S-505

TYP

S-504

C DB EA F

HSS127X127X7.9 HS

HSS127X127X7.9

HSS127X127X7.9 HS

HSS127X127X7.9

HSS127X127X7.9 HS

HSS127X127X7.9

TYP

S-505

TYP

S-505

TYP

S-505

TYP

S-505

TYP

S-505

30 kN 30 kN

75 kN 75 kN

45 kN 45 kN

30 kN 30 kN

W360X51

W360X44

W360X44 W360X44

W360X44

W360X51

W360X51 FIRST FLR FRAMING

101810

SECOND FLR

FRAMING

105670

THIRD FLR

FRAMING

109530

ROOF FRAMING

113430

T/PIER

100580 kN kN kN kN kN kN

75 kN

75 kN 120 kN

205 kN

120 kN

TYP

S-505

TYP

S-505

TYP

S-504

C DB E

TYP

S-505

TYP

S-505

TYP

S-505

TYP

S-505

TYP

S-505

25 kN 25 kN

80 kN 80 kN

50 kN 50 kN

25 kN 25 kN

HSS127X127X7.9

HSS127X127X7.9HS

.9 HSS127X127X7.9 HS

HSS127X127X7.9

HSS127X127X7.9HS

HSS127X127X7.9

W360X44

W360X51 W360X51

W360X44

W360X51W360X51

FIRST FLR FRAMING

101810

SECOND FLR

FRAMING

105670

THIRD FLR

FRAMING

109530

ROOF FRAMING

113430

T/PIER

100580 kN kN kN kN kN kN

80 kN

80 kN 135 kN

215 kN

135 kN

TYP

S-505

TYP

S-504

C DB E

HSS127X127X7.9

TYP

S-505

TYP

S-505

TYP

S-505

40 kN 40 kN

110 kN 110 kN

65 kN 65 kN

40 kN 40 kN

W360X51 W360X51

W360X44 W360X44

W360X44W360X44

.9 HSS127X127X7.9 HS

HSS127X127X7.9

US Army Corps of Engineers New York District

N D

A L

D R

A W

G C

O D

E :

D R

A W N

B Y :

C H

E C

D B

S U

E D

C H

T N

A R

C H

U .S

. A R

M Y

R D

C O

O F

R S

Y O

R K

T, N

SHEET

REFERENCE

NUMBER:

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*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:

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1/31/2012 8:28:05 AM

S5-202

D O

R M

R Y, T H

N D

O N

NOTES

1. SEE DRAWING S-001 FOR GENERAL NOTES, DESIGN CRITERIA & BRACING CONNECTION DESIGN NOTES.

2. TYP COL W310 UNO.

3. SEE STRUCTURAL PLANS AND COLUMN SCHEDULE FOR COLUMN SIZES, BEAM SIZES AND ORIENTATION.

4. ELEVATIONS ARE FOR TOP OF STEEL.

5. AXIAL FORCES FOR BRACE MEMBERS SHOWN BELOW MEMBER. AXIAL FORCES ARE REVERSIBLE.

1 : 100

Column Line 9 1 1 : 100

Column Line 14

1 : 100

Column Line 16

Am en dm en t 5

Ja nu ar y

T/PIER T/PIER

100580 100580

FIRST FLR

FRAMING

FIRST FLR

FRAMING

101810 101810

SECOND

FLR

FRAMING

SECOND

FLR

FRAMING

105670 105670

THIRD FLR

FRAMING

THIRD FLR

FRAMING

109530 109530

ROOF

FRAMING

ROOF

FRAMING

113430 113430

Column Locations A-8.1 A-9 A.1-8 B-2 B-3 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-14 B-15 B-16 B.1-1 B.1-17 C-2 C-3 C-5 C-6 C-7 C-8 C-8.1 C-9 C-10 C-11 C-14 C-15 C-16 C.1-1 C.1-17 D-2 D-3 D-5 D-6 D-7 D-8

T/PIER T/PIER

100580 100580

FIRST FLR

FRAMING

FIRST FLR

FRAMING

101810 101810

SECOND

FLR

FRAMING

SECOND

FLR

FRAMING

105670 105670

THIRD FLR

FRAMING

THIRD FLR

FRAMING

109530 109530

ROOF

FRAMING

ROOF

FRAMING

113430 113430

Column Locations D-9 D-10 D-11 D-14 D-15 D-16 D.1-1 D.1-2(-171) D.1-2(-250) D.1-16(246) D.1-17 E-2 E-3 E-5 E-6 E-7 E-8 E-9 E-10 E-11 E-14 E-15 E-16 F-8 F-9

CS CS CS CS

CSCSCS CSCS CS CS CS CSCS CS CS CS CSCS CS

CS CS CS CS CS CS

BASE PLATE

MARK

BASE PLATE

MARK

BASE PLATE

MARK

BASE PLATE

MARK

BP1 BP3 BP3 BP1 BP3 BP1 BP1 BP3 BP3

BP3 BP3 BP1 BP1 BP3 BP3 BP3 BP2

BP3 BP3 BP3 BP1 BP3

BP2 BP3 BP1

BP3 BP3BP1

BP1

BP1 BP1 BP3 BP1 BP3 BP3 BP3 BP3 BP1 BP3 BP3 BP3 BP2 BP2 BP3 BP3 BP3 BP1 BP3 BP2

BP3 BP3 BP3 BP3 BP3 BP1 BP1 BP2

BP3 BP3

CS CS CS CS

A/2

C C

D D

8 TYP

(4) 19MM BOLTS, TYP

305x305

PIER

HSS COLUMN

260x260x19

BASE

PLATE

(BP4)

25.4 MIN

(4) 19MM

ANCHOR BOLTS

US Army Corps of Engineers New York District

N D

A L

D R

A W

G C

O D

E :

D R

A W N

B Y :

C H

E C

D B

S U

E D

C H

T N

A R

C H

U .S

. A R

M Y

R D

C O

O F

R S

Y O

R K

T, N

SHEET

REFERENCE

NUMBER:

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*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:

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1/31/2012 8:28:06 AM

S5-601

D O

R M

R Y, T H

N D

U C

M N

Column Schedule

1. THIS DRAWING CONTAINS BASE PLATE AND ANCHOR DETAILS. SEE SCHEDULE FOR

BASE PLATE SIZES.

2. CS INDICATES COLUMN SPLICE. SEE TYPICAL COLUMN SPLICE DETAIL ON DWG S-504.

3. LOCATE COLUMN SPLICES 1220 MM ABOVE FLOOR LEVEL INDICATED UNO. COLUMN

SPLICE ELEVATION MAY BE ADJUSTED AS REQUIRED FOR CONSTRUCTABILITY AND

SAFETY REQUIREMENTS.

4. COORDINATE ELEVATIONS WITH ARCHITECTURAL DRAWINGS.

MARK

BP1

BP3

BP2

SIZE

A x B

260 x 360

310 x 370

370 x 390

NTS3

BASE PLATE DETAIL

Porch Column Summary Column Type Base Level Top Level Base Plate Count

HSS101.6X101.6X9.5 T/PIER FIRST FLR FRAMING 24

THICKNESS C D

BP4

BP4 260 x 260 19

90 90

NTS2

BP4 PORCH BASE PLATE DETAIL

Am en dm en t 5

Ja nu ar y

Architectural Drawings

Electrical Drawings

Structural Drawings - Option 3 & 4 Combined

File details come from the government source that posted it. Updated Nov 14, 2017.