15._FA5706-15-R-0005_Atch_2a_-_Plans_and_Drawings_dated_27_Jan_2015.pdf

PDF 9 MB Posted Feb 22, 2015

Attached to: 380 ECONS - Multiple Award Construction Contract (MACC)
Solicitation number: FA5706-15-R-0005
Issued by: Department of the Air Force Central Command

About this file

From the source

This is the Plans and Drawings for the 380 ECONS - Multiple Award Construction Contract (MACC) - FA5706-15-R-0005 draft solicitation. This draft solicitation and all attachments are posted in accordance with FAR 15.201(c)(6).

View the file

Other files

File	Type	Posted
FA5706-15-R-0005_Amendment_0007.pdf	PDF	Apr 6, 2015
FA5706-15-R-0005_Amendment_0006.pdf	PDF	Mar 30, 2015
Section_M_revised_26_March_2015.pdf	PDF	Mar 26, 2015
FA5706-15-R-0005_Amendment_0005.pdf	PDF	Mar 26, 2015
Section_L_revised_26_March_2015.pdf	PDF	Mar 26, 2015
15._FA5706-15-R-0005_Atch_2_-_Statement_of_Work_revised_23_March_2015.pdf	PDF	Mar 25, 2015
FA5706-15-R-0005_Amendment_0004.pdf	PDF	Mar 25, 2015
FA5706-15-R-0005_Amendment_0003.pdf	PDF	Mar 20, 2015
15._FA5706-15-R-0005_Atch_2a_-_Plans_and_Drawings_revised_18_Mar_2015.pdf	PDF	Mar 20, 2015
15._FA5706-15-R-0005_Atch_2_-_Statement_of_Work_revised_18_March_2015.pdf	PDF	Mar 20, 2015
FA5706-15-R-0005_Amendment_0002.pdf	PDF	Mar 17, 2015
FA5706-15-R-0005_Amendment_0001.pdf	PDF	Mar 9, 2015
Pre-Proposal_Conference_Slides_2_March_2015_Final.pdf	PDF	Mar 3, 2015
FA5706-15-R-0005_Final_Solicitation.pdf	PDF	Feb 26, 2015
15._MACC_RFP_Cover_Letter.pdf	PDF	Feb 26, 2015
15._FA5706-15-R-0005_Atch_4_-_Subcontractor_Consent.doc	DOC document	Feb 22, 2015
15._FA5706-15-R-0005_Atch_2b_-_AF_66_-_Submittal_Register.pdf	PDF	Feb 22, 2015
15._FA5706-15-R-0005_Atch_2c_-_Work_Breakdown_Spreadsheet.xlsx	XLSX spreadsheet	Feb 22, 2015
15._FA5706-15-R-0005_Atch_5_-_PPQ.doc	DOC document	Feb 22, 2015
15._FA5706-15-R-0005_Atch_2_-_Statement_of_Work_dated_22_Jan_2015.pdf	PDF	Feb 22, 2015
15._FA5706-15-R-0005_Atch_3_-_PPID.doc	DOC document	Feb 22, 2015
15._FA5706-15-R-0005_Atch_1_-_ADAB_General_Specifications_dated_28_July_2014.pdf	PDF	Feb 22, 2015
FA5706-15-R-0005_Draft_Solicitation.pdf	PDF	Feb 22, 2015
15._FA5706-15-R-0005_Atch_2e_-_Price_Breakdown_Spreadsheet.xlsx	XLSX spreadsheet	Feb 22, 2015
15._MACC_RFP_Cover_Letter.pdf	PDF	Feb 22, 2015
15._FA5706-15-R-0005_Atch_2d_-_Price_Schedule.pdf	PDF	Feb 22, 2015

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SHEET

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SHEET

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SHEET

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Construct BC3-T

DHAF 14-0115

Command Support Facility

PROJECT

LOCATION

S c a l e : Not to Scale Project Location Plan1

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

G en er al

\1 4-

G S he et s.d w g T ue sd ay , 2

Ja n,

- 1 0:

Ti tle

S he et a nd P ro je ct L oc at io n

G-1

-0

G S

W G

Sheet List Table

Sheet Number Sheet Title

Sheet Description

1 G-1 Title Sheet and Project Location

2 G-2 Symbols and Legends

3 G-3 Standard Abbreviations

4 C-1 Existing Site Conditions

5 C-2 Site Plan

6 C-3 Utility Plan

7 C-4 Building Utilities

8 C-5 Comm Details

9 C-6 Utility Details

10 C-7 Sanitary Details

11 A-1 Ground Floor Plan

12 A-2 First Floor Plan

13 A-3 Front and Rear Exterior Elevations

14 A-4 Left and Right Side Exterior Elevations

15 A-5 Building Section

16 A-6 Wall Section and Details

17 A-7 Central Stair Plan

18 A-8 Central Stair Section

19 A-9 Typical Stair Plan and Section

20 A-10 Ground Floor Reflected Ceiling Plan

21 A-11 First Floor Reflected Ceiling Plan

22 A-12 Finish and Door Schedule

23 S-1 Structural Notes

24 S-2 Structural Notes

25 S-3 Structural Notes

26 S-4 Structural Notes

27 S-5 Foundation Plan

28 S-6 First Floor Framing Plan

29 S-7 Roof Framing Plan

30 S-8 Footing Column Details

31 S-9 Column - Beam Connection

32 S-10 Rafter Connection Details

33 S-11 Details

34 M-1 Ground Floor HVAC Plan

35 M-2 First Floor HVAC Plan

36 M-3 Ground Floor Air Return Plan

37 M-4 First Floor Air Return Plan

38 M-5 Details

39 M-6 Details

40 P-1 Ground Floor Sanitary Drainage

41 P-2 First Floor Sanitary Drainage

42 P-3 Sanitary Drainage and Water Supply ISO

43 E-1 Legend and Abbreviations

44 E-2 Electrical Notes

45 E-3 Ground Floor Power Plan

46 E-4 First Floor Power Plan

47 E-5 Ground Floor Lighting Plan

48 E-6 First Floor Lighting Plan

49 E-7 Grounding and Lightning Protection

50 E-8 Ground Floor Panel Schedule

51 E-9 First Floor Panel Schedule

52 T-1 Ground Floor Tele Comm Plan

53 T-2 First Floor Tele Comm Plan

54 FP-1 Ground Floor Sprinkler Plan

55 FP-2 First Floor Sprinkler Plan

56 FP-3 FS Notes

57 FP-4 FS Details

58 FP-5 FS Details

FA5706-15-R-0005 Attachment 2a Plans and Drawings

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D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

G en er al

\1 4-

G S he et s.d w g T ue sd ay , 2

Ja n,

- 1 0:

Sy m bo ls a nd

L eg en ds

G-2

-0

G S

W G

SIZE

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Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

G en er al

\1 4-

G S he et s.d w g T ue sd ay , 2

Ja n,

- 1 0:

St an da rd

A bb re vi at io ns G

A L

G-3

-0

G S

W G

CHH

153-01

CMH

SMH

S c a l e : 1:500 Existing Site Conditions1

SHEET

SIZE

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Number

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D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

C iv il\

-0

-1 .d w g

T ue sd ay

, 2

Ja n,

- 1

Ex is tin g

Si te

C on di tio ns C

C-1

-0

C -1

.D W

S c a l e : 1:150 Proposed Site Plan1

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D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

C iv il\

-0

-2 .d w g

T ue sd ay

, 2

Ja n,

- 1

Si te

P la n C

C-2

-0

C -2

.D W

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

C iv il\

-0

-3 .d w g

T hu rs da y, Ja n,

- 9 :4

5a m

U til ity P la n

C-3

-0

C -3

.D W

S c a l e : 1:300 Site Utility Plan1

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S c a l e : 1:50 Utility Connections at Building 1

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

C iv il\

-0

-4 .d w g

T hu rs da y, Ja n,

- 9 :4

6a m

B ui ld in g U til iti es C

C-4

-0

C -4

.D W

S c a l e : Not to Scale Cable Rack Detail (Typ)4

S c a l e : Not to Scale

Handhole/Manhole Conduit Penetration Detail2

S c a l e : Not to Scale Precast Manhole/HandHole Detail (Typ)1

S c a l e : Not to Scale

Handhole/Manhole Cover Detail3

S c a l e : Not to Scale Communications Duct Bank Detail5

S c a l e : Not to Scale

Ground Rod Installation Detail (Typ)6

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Number

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D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

C iv il\

-0

-5 .d w g

T ue sd ay

, 2

Ja n,

- 1

C om m D et ai ls C

C-5

-0

C -5

.D W

VALVE BOX NOTES:

UNDISTURBED

SOIL

UNDISTURBED

SOIL

POURED CONC.

BLOCKS (TYP)

UNDISTURBED SOIL

PIPE SIZE

150 MIN

300 MIN

DEPTH

300 MIN

BLOCKING FOR PIPING

NOTES:

THESE DETAILS ARE FOR BOTH

VERTICALLY & HORIZONTALLY

LAID PIPE.

POURED IN PLACE CONCRETE

SHALL BE CLASS 3000.

LEAVE JOINTS CLEAR OF

CONCRETE FOR EASY ACCESS.

PROVIDE THRUST BLOCKS (REACTION

BACKING) AT ALL CHANGES OF

DIRECTION IN DOMESTIC WATER AND

FIRE PROTECTION WATER SERVICE

LINES.

4 Inline Valve Blocking Valve Box Detail and

Not to Scale

WATER LINE NOTES:

8 Typical Thrust Block Details Not to Scale

3 Service Valve and Tee Detail Not to Scale

2 Pipe Penetration Detail Not to Scale

SERVICE GATE

VALVE FUTURE

CONNECTION SEE

PLAN FOR SIZE

PIPE TEE SEE

PLAN FOR SIZE

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

100% Submittal

7 Water Main Pipe Trench Detail Not to Scale

6 Building Sewer Cleanout Not to Scale

S c a l e : Not to Scale Sanitary Sewer trench Stub-Up1

S c a l e : NTS Electrical Duct Bank Detail5

D ra w in g na m e:

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\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

C iv il\

-0

-6 .d w g

T ue sd ay

, 2

Ja n,

- 1

U til ity D et ai ls C

C-6

-0

C -6

.D W

SIZE

Reference

Number

Sheet of

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100% Submittal

3 Manhole Bottoms Detail N.T.S.

2 Shallow Manhole Detail N.T.S.

MIN.

50mm

TOP COURSE

100mm

BINDER COURSE

EXISTING

PAVEMENT

COMPACT EXISTING GRAVEL BASE.

REPLACE AS REQUIRED UNDER

150mm MINIMUM ASPHALT CUTBACK

5 New Asphalt at Existing N.T.S.

V A

R I E

E E

L A

PROVIDE CONCRETE

SHIMS AS REQUIRED

PROVIDE BITUMINOUS

WATERPROOF COATING

ON EXTERIOR

STEEL OR POLYPROPYLENE STEPS

"O-RING" STRUCTURE

PRECAST CONCRETE

MANHOLE SECTION

(4000 PSI @ 28 DAYS)

PROVIDE GROUTED

BOTTOM WITH SMOOTH

CHANNEL FROM INLET

TO OUTLET PIPE

150MM [6"] TYPE 2

FILL

SEE SITE PLAN

FOR SPECIFIC

PIPE INVERTS

JOINT BETWEEN PRECAST

MANHOLE SECTIONS

(TYP.) SEE DETAIL

SDR 26 PVC

FLEXIBLE SLEEVE. SEE PIPE PENETRATION DETAIL

1 Sanitary Manhole Detail N.T.S.

C-5

CAST IRON FRAME AND MANHOLE

COVER IMPRINT COVERS WITH

WORDS "SANITARY SEWER"

SUBGRADE COMPACTED TO

95 % MODIFIED PROCTOR

SUBGRADE COMPACTED TO

95% MODIFIED PROCTOR

FINISH GRADE

INSTALL FRAME AND COVER

FLUSH WITH FINISH GRADE

6 Pipe Penetration Detail N.T.S.

7 Section Joint Detail N.T.S.

DRAINAGE PIPE

INTERIOR

"A-LOK X-CEL WATERTIGHT

COMPRESSION CONNECTOR OR

APPROVED EQUIVALENT CAST IN

PLACE WATERTIGHT.

CONWRAP CS-212 OR EQUALIVANT

BUTYL RESIN SEALANT LAMINATED

TO CHEMICAL RESISTANT

POLYETIN PLASTIC BARRIER

PRE-CAST

CONCRETE

STRUCTURE

"WATERPLUG" OR

EQUIVALENT NON-

SHRINK GROUT AFTER

PIPE INSTALLATION

"WATERPLUG" OR

EQUIVATENT NON-

SHRINK GROUT

"O-RING" STRUCTURE

JOINT IN CONFORMANCE

WITH ASTM C443

PRE-CAST

CONCRETE

STRUCTURE

8 Concrete Encasement Detail N.T.S.

WARNING TAPE -

300 ABOVE PIPE OR CONCRETE

ENCASEMENT

S E

I T

L A

O R

D E

P T

H S

I P

I N

V E

R T

150 150

SUBGRADE COMPACTED TO

PVC SDR 26

FINISH GRADE

250mm I.D.

MARKED "SEWER"

MAGNETIC TAPE

SAND BACKFILL, COMPACT (USE

28 MPa [4000 PSI] CONCRETE IN

LIEU OF SAND IF UNDER

ROADWAY OR PARKING LOT)

REPLACE MATERIAL EXCAVATED

FROM TRENCH, COMPACT TO 98%

MODIFIED PROCTOR

4 Trench Detail N.T.S.

95% MODIFIED PROCTOR

C-5

D ra w in g na m e:

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\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

C iv il\

-0

-7 .d w g

T ue sd ay

, 2

Ja n,

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Sa ni ta ry

D et ai ls

C-7

-0

C -7

.D W

1 2 3 4

S c a l e : 1:50 Ground Floor Plan 1

SHEET

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\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

A rc hi te ct ur al \1

-1 .d w g

T ue sd ay

, 2

Ja n,

- 1

G ro un d

Fl oo r P la n A

R C

R A

A-1

-0

A -1

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S c a l e : 1:50 First Floor Plan1

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X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

A rc hi te ct ur al \1

-2 .d w g

T ue sd ay

, 2

Ja n,

- 1

Fi rs t F lo or P la n

A R

C H

A L

A-2

-0

A -2

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4 3 2 1

S c a l e : 1:50 Front Elevation1

SHEET

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S c a l e : 1:50 Rear Elevation2

D ra w in g na m e:

X :\C

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C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

A rc hi te ct ur al \1

-3 .d w g

T ue sd ay

, 2

Ja n,

- 1

Fr on t a nd

R ea r E xt er io r E le va tio ns A

R C

R A

A-3

-0

A -3

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ABC

A B C

SHEET

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S c a l e : 1:50 Left Side Elevation1

S c a l e : 1:50 Right Side Elevation2

D ra w in g na m e:

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\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

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A rc hi te ct ur al \1

-4 .d w g

T ue sd ay

, 2

Ja n,

- 1

Le ft an d

R ig ht S id e

Ex te rio r E le va tio ns

A R

C H

A L

A-4

-0

A -4

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CA B

Building Section1

SHEET

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D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

A rc hi te ct ur al \1

-5 .d w g

T ue sd ay

, 2

Ja n,

- 1

B ui ld in g Se ct io n A

R C

R A

A-5

-0

A -5

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D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

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A rc hi te ct ur al \1

-7 .d w g

T ue sd ay

, 2

Ja n,

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St ai r A P la n

E le va tio n

A R

C H

A L

A-7

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A -7

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S c a l e : Not to Scale Central Stair Plan (First Floor Shown)1 58

SHEET

SIZE

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Number

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ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

A rc hi te ct ur al \1

-8 .d w g

T ue sd ay

, 2

Ja n,

- 1

St ai r B P la n

E le va tio n

A R

C H

A L

A-8

-0

A -8

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S c a l e : 1:20

STAIR 2 FRONT ELEVATION1

S c a l e : 1:20

STAIR 2 PLAN2

SHEET

SIZE

Reference

Number

Sheet of w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

A rc hi te ct ur al \1

-9 .d w g

T ue sd ay

, 2

Ja n,

- 1

V A

T Y

A L

A R

C H

A L

A-9

-0

A -9

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X X

S c a l e : Not to Scale

TYPICAL STAIR TREAD DETAIL2

S c a l e : 1:20 Stair 2 Elevation1

S c a l e : Not to Scale

TYPICAL STAIR ANCHOR DETAIL2

SHEET

SIZE

Reference

Number

Sheet of

Ground Floor Reflected Ceiling Plan1 57

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

95% Submittal

S c a l e : Not to Scale T-Grid Ceiling Detail2 S c a l e : Not to Scale

Suspended Ceiling Light Fixture Detail3

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

A rc hi te ct ur al \1

-1 0.

dw g

T ue sd ay

, 2

Ja n,

- 1

G ro un d

Fl oo r R ef le ct ed C ei lin g Pl an A

R C

R A

A-10

-0

A -1

W G

S c a l e : Not to Scale First Floor Refleced Ceiling Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

S c a l e : Not to Scale T-Grid Splay Bracing Detail3 S c a l e : Not to Scale

Vent Thru Roof Detail4

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

A rc hi te ct ur al \1

-1 1.

dw g

T ue sd ay

, 2

Ja n,

- 1

Fi rs t F lo or R ef le ct ed

C ei lin g

Pl an

A R

C H

A L

A-11

-0

A -1

W G

SIZE

Reference

Number

Sheet of

DRAWING

Room Description

FINISH SCHEDULE

Room No.

Floor Mat'l Floor Finish Base Board Base Finish Walls Mat'l Walls Finish Ceiling Mat'l Ceiling Height Remarks

GROUND FLOOR

Conference Room

Team Brief Room

Sim Room

LRC/Computer Lab

Latrine

Clean Clean Gyp. Board Paint Acoustical Tile 2.4 Meters

Clean

Vinyl Clean

Vinyl Clean Gyp. Board

Gyp. Board

Paint

Paint/Por.Tile

Acoustical Tile

Gyp. Board / Paint

2.4 Meters

2.4 MetersGyp. Board / Paint

FIRST FLOOR

Private Office

Corridor

Team Brief Room

Clean Vinyl Clean Gyp. Board Paint Acoustical Tile 2.4 Meters

Clean

Vinyl Clean

Vinyl Clean Gyp. Board

Gyp. Board

Paint

Acoustical Tile

Gyp. Board / Paint

2.4 Meters

Gyp. Board / Paint

Conference Room

Commander's Office

Sim Room

Clean Vinyl Clean Gyp. Board Paint Acoustical Tile 2.4 Meters

Clean

Vinyl Clean

Vinyl Clean Gyp. Board

Gyp. Board

Paint

Acoustical Tile 2.4 Meters

2.4 Meters

113 Comm. Room Clean Vinyl Clean Gyp. Board Paint 2.4 MetersGyp. Board / Paint

Private Office

Latrine

Corridor

Acoustical Tile

Width

DOOR SCHEDULE

Door No.

Type Door

GROUND FLOOR

915mm

FIRST FLOOR

Height Thk.

2012mm 45mm

Size

Door Finish

Metal

Frame Frame Finish

Paint Metal Paint

Solid Core Wood

915mm 2012mm 45mm

Metal

Paint Metal Paint

Stain Metal Paint

Remarks

915mm 2012mm 45mm Paint Metal Paint

Solid Core Wood

915mm 2012mm 45mm

Metal Paint

Stain Metal

Paint

Stain Metal

Paint

915mm 2012mm 45mm

Metal

Solid Core Wood

Paint

Metal

MetalPaint

Paint

Stain

Lock

Set

Handware

Set

**Porcelain

*See Floor Material Note

*Vinyl Tile

Floor Material Note:

* Vinyl tiles shall be :

Construction: Vinyl Composition Tile

Product Spec.: ASTM F1066 Class 2-Through pattern

Overall Thickness: 3.2mm

Size: 305mmx305mm

Performance Specs:

Performance Test Method Min. Req.

Thickness ASTM F386 Nominal

±0.005 in.

Size ASTM F2055 ±0.016 in

Per linear ft.

Squareness ASTM F2055 0.010 in.

Impact ASTM F1265 No cracks

Static Load Limit ASTM F 970 5.27kg/sq.cm.

** Porcelain Tile

Size: 150mmx150mm

Product Specs: ANSI A137.1-2000

Finish: unglazed commercial

Material: porcelain

Performance Specs:

Performance Test Method Min. Req.

Water Absorpt. ASTM C373 0.5%Max

Abrasive Wear ASTM C501 100 Min

Breaking Strength ASTM C648 250lbs

Bond Strength ASTM C482 50 psi Min.

Coef. of Friction ASTM C1028 0.6Min

Scratch Hardness ASTM C373 7/8

*See Floor Material Note

*Vinyl Tile

Cipher

008 915mm 2012mm 45mm Metal PaintMetalPaint Cipher

Cipher

Keyed

Vinyl

Provide Door Closer, Weather Stripping

Keyed and Panic Bar on Interior

Provide Door Closer, Weather Stripping and Panic Bar on Interior

Lockset/Deadbolt

Lockset

Lockset/Deadbolt

Lockset

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*Vinyl Tile

**Porcelain

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S c a l e : Not to Scale Stirrup or Tie Hooks2

S c a l e : Not to Scale Typical Extra Reinforcing in Slabs and Walls3

S c a l e : Not to Scale Standard Hooks1

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ADHESIVE ANCHORS AND DOWELS

1. ANCHORS AND DOWELS INSTALLED INTO CONCRETE SHALL BE INSTALLED USING HILTI HIT-RE 500-SD (ICC ESR-2322, LARR

#25700). INSTALLATION SHALL BE IN ACCORDANCE WITH ICC REPORT AND MANUFACTURER'S RECOMMENDATIONS.

2. ANCHORS INSTALLED INTO GROUT-FILLED MASONRY SHALL BE INSTALLED USING SIMPSON STRONG-TIE (ICC ESR-1772, LARR

#25279). INSTALLATION SHALL BE IN ACCORDANCE WITH THE ICC REPORT AND MANUFACTURER'S RECOMMENDATIONS.

3. EMBEDMENT DEPTH AND TENSION LOAD FOR ANCHORS AND DOWELS SHALL BE IN ACCORDANCE WITH TABLES

SHOWN BELOW, UNLESS OTHERWISE NOTED. THE TESTING LABORATORY WILL PERFORM TENSION TESTS ON 25% OF ANCHORS

AND DOWELS.

4. ANCHORS SHALL CONFORM WITH ASTM A193 GRADE B7 THREADED RODS USING ASTM A 563 GRADE DH HEAVY HEX

NUTS AND ASTM F436 WASHERS U.N.O.

5. DOWELS SHALL CONFORM WITH ASTM A615 OR ASTM A7D6 GRADE 60 REINFORCING STEEL U.N.O.

6. REPLACE ANCHORS AND DOWELS THAT FAIL DURING TESTING AND RETEST. IF MORE THAN 10% OF THE TESTED DOWELS

AND ANCHORS FAIL TO ACHIEVE THE SPECIFIED TEST LOAD,TEST 1DO% OF THE DOWELS AND ANCHORS INSTALLED IN THE

LAST 2 DAYS OF ANCHOR INSTALLATION.

7. CENTER BAR IN THE HOLE AND WEDGE TIGHT WITH WOODEN WEDGES TO HOLD IT IN PLACE UNTIL THE ADHESIVE SETS

8. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE

REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE

BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR

DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE ENGINEER WILL

DETERMINE A NEW LOCATION.

9. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER

STEEL ASSEMBLIES ATTACHED WITH ADHESIVE ANCHORS.

"HILTI HIT-RE 500-50" EMBEDMENT DEPTH AND TEST LOAD

ROD Dia. or BAR

SIZE

EMBEDMENT

TEST LOAD (LBS)

BASE MATERIAL

0'-0 3/8" 0'-4" 3000 CONCRETE

0'-0 1/2" 0'-5" 5500 CONCRETE

0'-0 5/8" 0'-6" 8000 CONCRETE

0'-0 3/4" 0'-7" 13000 CONCRETE

0'-0 7/8" 0'-9" 16500 CONCRETE

0'-1" 0'-11" 18000 CONCRETE

0'-1 1/4" 14 35500 CONCRETE

0'-5" 3500 CONCRETE

0'-6" 5000 CONCRETE

0'-9" 8500 CONCRETE

0'-10" 12000 CONCRETE

13" 16500 CONCRETE

14" 19500 CONCRETE

15" 26500 CONCRETE

#10

16" 29000 CONCRETE

#11

20" 36000 CONCRETE

"SIMPSON SET" EMBEDMENT TEST AND TEST LOAD

ROD DIAMETER EMBEDMENT

TEST LOAD

(LBS)

BASE

MATERIAL

3/8" 3 3/8" 1900 GROUTED CMU

1/2" 4 1/2" 2550 GROUTED CMU

5/8" 5 5/8" 3700 GROUTED CMU

3/4" 6 3/4" 4900 GROUTED CMU

MECHANICAL ANCHORS

1. EXPANSION ANCHORS INTO CONCRETE: HILTI KB TZ (ICC ESR-1917, LARR #25701) TO BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND MANUFACTURER'S

RECOMMENDATIONS

2. EXPANSION ANCHORS INTO MASONRY: HILTI KB 3 (ICC ESR-1385, LARR #25577) TO BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND MANUFACTURER'S

RECOMMENDATIONS.

3. UNDERCUT ANCHORS INTO CONCRETE: HILTI HDA (ICC ESR-1546, LARR #25422) TO BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND

MANUFACTURER'S RECOMMENDATIONS.

4. HEAVY DUTY SLEEVE ANCHORS INTO CONCRETE: HILTI HSL-3 (ICC ESR-1545, LARR #25290) TO BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND

MANUFACTURER'S RECOMMENDATIONS.

5. FASTENERS SHALL BE STAINLESS STEEL FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. PROVIDE GALVANIZED CARBON STEEL

ANCHORS AT OTHER LOCATIONS, UNLESS OTHERWISE NOTED.

6. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINI UM OF

2 ANCHOR DIAMETERS OR I INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED

HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE STRUCTURAL ENGINEER WILL DETERMINE A

NEW LOCATION.

7. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES

ATTACHED WITH MECHANICAL ANCHORS.

8. ANCHORS SHALL BE PROOF-TESTED BY OWNER'S TESTING AND INSPECTION AGENCY.

9. TEST ANCHORS NO SOONER THAN 24 HOURS AFTER INSTALLATION.

10. APPLY TEST LOAD BY ANY METHOD THAT WILL EFFECTIVELY MEASURE THE TENSION ON THE ANCHOR SUCH AS DIRECT PULL WITH A

HYDRAULIC JACK, TORQUE WRENCH, OR CALIBRATED SPRING LOADING DEVICES, ETC.

11. REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO THE ANCHOR BEING TESTED, PROVIDED THE ANCHOR IS NOT RESTRAINED

FROM WITHDRAWING BY A BASE PLATE OR OTHER FIXTURE. IF RESTRAINT IS FOUND, LOOSEN AND SHIM OR REMOVE THE FIXTURE PRIOR TO

TESTING.

12. UNLESS OTHERWISE NOTED, PROVIDE MINIMUM EMBEDMENT OF ANCHORS AS SHOWN IN TABLES BELOW.

13. TEST 50% OF ANCHORS PER ONE OF THE FOLLOWING METHODS AND IN ACCORDANCE WITH THE VALUES SHOWN IN THE TABLE:

A. HYDRAULIC RAM METHOD: APPLY PROOF TEST LOAD WITHOUT REMOVING THE NUT. IF IT IS NOT POSSIBLE TO TEST WITH THE NUT INSTALLED, REPLACE THE NUT WITH A THREADED COUPLER TO THE SAME TORQUE MEASURED WITH A TORQUE WRENCH, AND THEN APPLY THE LOAD. ANCHOR

IS ACCEPTABLE IF NO MOVEMENT IS OBSERVED AT THE TEST LOAD. MOVEMENT MAY BE DETERMINED WHEN THE WASHER UNDER THE NU BECOMES

LOOSE.

B. TORQUE WRENCH METHOD: TEST ANCHORS TO THE TORQUE LOAD INDICATED IN THE TABLE WITHIN ONE-HALF TURN OF THE NUT.

EXPANSION ANCHOR EMBEDMENT DEPTH AND TEST LOAD

ANCHOR DIAMETER MIN. EMBED.

ANCHOR IN CONRETE

TENSION LOAD (LBS) TORQUE (FT-LBS)

3/8" 2" 2000 25

1/2" 4" 2770 40

5/8" 4 1`/2" 6600 60

3/4" 5" 8550 110

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STRUCTURAL STEEL WELDING (NON-RBS CONNECTIONS )

I. ALL WELDING SHALL BE IN STRICT CONFORMANCE WITH THE LATEST EDITION OF AWS Dl.l ALL APPLICABLE AMENDMENTS. ALL WELDED JOINTS SHALL BE

PRE-QUALIFIED PER THE LATEST EDITION OF AWS D1.1. NON PRE-QUALIFIED WELDED JOINTS SHALL BE QUALIFIED BY TEST & PROCEDURE QUALIFICAllON TEST

RECORD INCLUDED PER THE LATEST EDITION OF AWS D1.1.

2. WELDING OF SHEET METAL AND METAL STUDS SHALL BE IN ACCORDANCE WITH AWS D1.3.

3. WELD LENGTHS INDICATED ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BE AISC MINIMUM UNLESS A LARGER SIZE IS NOTED.

WHERE LENGTH OF WELD IS NOT INDICAllED, IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT AND GROOVE WELDS SHALL BE COMPLETE JOINT PENETRAllDN, UNLESS NOTED OTHERWISE.

4. ALL WELDING ELECTRODES AND ELECTRODE FLUX COMBINATIONS (FIULER METAL) SHALL BE E7XTX, E7XTXX OR E70XXX (MINIMUM 70 KSI), UNLESS NOTED

OTHERWISE, AND SHALL MEET THE REQUIREMENTS FOR H16 PER AISC SEISMIC PROVISIONS.

5. ALL WELDS SHALL HAVE A FILLER METAL WITH CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AVERAGE AT MINUS TWENTY DEGREES FAHRENHEIT AND

40FT-LBS AT SEVENTY DEGREES FAHRENHEIT. CERllFY CONFORMANCE TO CHARPY V-NOTCH TOUGHNESS REQUIREMENTS WITH TESTS BY AN INDEPENDENT

TESTING LABORATORY.

6. GMAW AND FCAW-G WELDING PROCESSES SHALL NOT BE PERMITTED WHEN WINDS EXCEEDS3MPH.

7. WHERE FIELD WELDING IS NOllED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONSTRUCTION PROCEDURE ONLY. THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR IDENTIFYING THE METHODS OF FABRICATION AND ERECTION.

8. ALL SHOP WELDS SHALL BE PERFORMED BY A FABRICATOR LICENSED BY CITY OF LOS ANGELES AND SHALL BE AISC CERTIFIED, CATEGORY STD.

9. ALL WELDERS SHALL BE QUALIFIED FOR THE WORK THEY WILL BE PERFORMING AND SHALL HAVE CURRENT VALID CERTIFICATIONS ISSUED BY AWS AND THE

GOVERNING JURISDICTION.

10. FACES OF FILLET WELDS EXPOSED TO VIEW SHALL HAVE AS-WELDED SURFACES THAT ARE REASONABLY SMOOTH AND UNIFORM. NO FINISHING OR

GRINDING SHALL BE REQUIRED, EXCEPT WHERE CLEARANCES, FIT, OR OTHER SPECIFIED REQUIREMENTS AY SO NECESSITATE.

11. ALL PARTIAL AND FULL PENETRATION WELDS WHICH ARE EXPOSED TO VIEW SHALL BE GROUND SMOOTH AND FLUSH WITH FINISH SURFACE OF STEEL.

HOLIES SHALL BE FILLED WITH WELD METAL OR BODY SOLDER AND SMOOTHED BY GRINDING OR FlUNG.

12. CLEAN GROOVE PREPARATION THERMAL CUTS BY GRINDING.

13. WELDS SHALL BE TERMINAllED AT THE END OF A JOINT IN A MANNER THAT WILL ENSURE SOUND WELDS. WHENEVER NECESSARY THIS SHALL BE DONE BY

USE OF EXTENSION BARS AND RUN OFF TABS.

14. A WRITTEN "WELIDING PROCEDURE SPECIFICATION" (WPS), PER AWS Dl.l, SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR, AND REVIEWED BY THE

OWNER'S REPRESENTATIVE AND BUILDING DEPARTMENT. THE WPS SHALL CONTAIN ALL THE NECESSARY INFORMATION REQUIRED BY THE CODE, THE

SPECIFICAllDNS, AND ANY OTHER INFORMATION NECESSARY TO PRODUCE WELDS THAT ARE IN COMPLIANCE WITH THESE REQUIREMENTS. THE WPS SHALL

INCLUDE THE WELDING PARAMETERS RECOMMENDED BY THE ELECllRODE MANUFACTURER. ALL WELDERS AND INSPECTORS SHAUL ADHERE TO THE WPS AND

SHALL RETAIN A COPY.

15. PROVISION FOR WELDING HEAT EFFECTS: A SEQUENCE OF FIELD WELDING SHALL BE PLANNED TO MINIMIZE LOCKED IN STRESSES AND DISTORTION AND

SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD AT TIME OF SHOP DRAWING SUBMITTAL. THE OWNER'S REPRESENTATIVE SHALL APPROVE ANY

PROPOSED DEVIATIONS FROM THE DETAILS INDICAllED ON THE DRAWINGS. THE PROCEDURES AND THE DETAILS USED SHALL RESULT IN COMPLETED

CONNECTIONS, WHICH ARE IN STRICT COMPLIANCE WITH THE INTENT OF THE DETAILS INDICAllED ON THE DRAWINGS AND SPECIFICATIONS. THE SEQUENCE OF

FIELD

16. THE FOLLOWING PROVISIONS APPLY TO ALL WELIDING AT BEAM-COLUMN MOMENT FRAME CDNNECllDNS:

A. MINIMUM INITIAL PREHEAT TO BE 225 DEGREES F EASURED +- 3 INCHES FROM THE WELD JOINT. FOR JUMBO SECTIONS, MINIMUM PREHEAT TO BE 350

DEGREES F. MAXIMUM INTERPASS TEMPERATURE 550 DEGREES F SHALL BE MONITORED ON COLUMN FLANGE. MAINTAIN PREHEAT TEMPERAllURE WHEN

WELDING IS INTERRUPTED. VERIFY WITH AWS D1.1 FOR ADDITIONAL REQUIREMENTS.

B. EACH FLANGE OF A MOMENT FRAME BEAM TO COLUMN CONNECTION SHALL BE WELDED IN ONE CONTINUOUS PROCESS WITHOUT CODLING BELOW THE

PRE-HEAT llEMPERATURE.

C. USE STRINGER PASSES ONLY, NO WEAVING. LAY PASSES IN HORIZONTAL LAYERS. EACH PASS SHALL BE THOROUGHLY DESLAGGED AND CLEANED BY

WIRE BRUSHING.

D. PEEN EACH PASS, EXCEPT FIRST AND LAST, IMMEDIATELY AFTER DESLAGGING AND CLEAN USING A POWER SLAGGING GUN WITH A BLUNT TOOL. KEEP

GUN AT RIGHT ANGLES TO WELD AND MAKE 4-5 PASSES THE LENGTH OF THE WELD WITH NO NICKS, CUTS OR DEEP INDENTATIONS BEING EVIDENT.

E. WELD BOTH BEAM FLANGES PRIOR TO ANY SUPPLEMENTAL WELIDING TO THE SHEAR TAB. WELD RUN OFF TABS SHALL BE REMOVED AND GROUND

FLUSH TO THE BEAM FLANGE WITH MINIMAL DISTURBANCE.

F. RUN OFF TABS USED AT BEAM FLANGE CONNECTION SHALL BE REMOVED AND THE ENDS

G. AFTER CO PLETE JOINT PENETRATION WELDING, THE BOTTOM BEAM FLANGE BACKING BAR SHALL BE REMOVED, THE WELD ROOT INSPECTED AND TESTED

FOR IMPERFECTIONS, WHICH IF FOUND, ARE TO BE REMOVED BY BACKGOUGING TO SOUND MATERIAL & CLEANED BY GRINDING IF BACKGOUGED BY AIR

ARC. THE BACKGOUGED AREA IS TO BE WELDED. A FILLET WELD SHALL BE APPLIED TO REINFORCE THE JOINT. SEE DETAILS FOR INFORMATION RELATED

TO THE REINFORCING FILLET WELD.

17. THE FOLLOWING PROVISIONS APPLY TO WELDING BEAM-COLUMN MOMENT FRAME BOTTOM FLANGE CONNECTIONS:

A. THE ROOT PASS SHALL BEGIN IN THE CENTER OF THE JOINT, IN THE AREA OF THE WELD ACCESS HOLE, REACHING PAST THE BEAM WEB THROUGH THE

COPE HOLE WHEN NEAR END OF WELDING. AFTER THE ARC IS INITIAllED, TRAVEL SHALL PROGRESS TOWARD THE EDGE OF BEAM BOTH FLANGES, AND

THE WELD SHALL BE TERMINATED ON THE WELD RUN OFF TAB.

B. THE HALF LIENGTH ROOT PASS SHALL BE THOROUGHLY CUEANED.

C. THE START OF THE WELD IN THE WELD ACCESS HOLE AREA SHALL BE VISUALLY INSPECTED TO ENSURE FUSION, SOUNDNESS, FREE FROM SLAG

INCLUSIONS AND EXCESSIVE POROSITY. THE RESULTING BEAD PROFILE SHALL BE SUITABLE FOR OBTAINING GOOD FUSION BY THE SUBSEQUENT PASS

TO BE INITIATED ON THE OPPOSITE SIDE OF THE BEAM WEB. IF THE PROFILE IS NOT CONDUCIVE TO GOOD FUSION, THE START OF THE FIRST ROOT

PASS SHALL BE GROUND, GOUGED, CHIPPED, OR OTHERWISE PREPARED TO ENSURE ADEQUATE FUSION.

D. THE SECOND HALF OF THE WELD JOINT SHALL HAVE THE ROOT PASS APPLIED BEFORE ANY OTHER WELD PASSES ARE PERFORMED. THE ARC SHALL BE

INITIATED IN THE AREA OF THE START OF THE FIRST ROOT PASS, AND TRAVEL SHALL PROGRESS TO THE END OF THE JOINT, TERMINATING ON THE

WELD TAB.

E. EACH WELD LAYER SHALL BE COMPLETED ON BOTH SIDES OF THE JOINT BEFORE A NEW LAYER IS DEPOSITED.

MASONRY (CONCRETE BLOCK )

I. MASONRY CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF ACI 530.

2.CONCRETE BLOCK SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS CONFORMING TO C90 GRADE N, MEDIUM

WEIGHT. USE OPEN END UNITS AS REQUIRED, AND BOND BEAM UNITS AT HORIZONTAL REINFORCING. MINIMUM COMPRESSIVE SllRENGTH

OF BLOCKS AS REQUIRED TO MEET SPECIFIED COMPRESSIVE STRENGTH OF MASONRY (I'm) SPECIFIED ON THE CONSTRUCTION DOCUMENTS.

3. SPECIFIED COMPRESSIVE STRENGTH OF MASONRY, I'm SHALL BE AS FOLLOWS:

t'm = 1500 PSI AT 28 DAYS, TYPICAL UNLESS NOTED OTHERWISE.

4. INSPECTOR SHALL VERIFY SPECIFIED COMPRESSIVE STRENGTH OF MASONRY IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS :

UNIT STRENGTH METHOD PRISM TEST METHOD

5. CEMENT SHAUL BE AS SPECIFIED FOR CONCRETE.

6.MORTAR MIX SHALL CONFORM TO THE ASTM C270 REQUIREMENTS FOR TYPE S. MORTAR SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH

AS REQUIRED TO MEET THE SPECIFIED COMPRESSIVE STRENGTH OF MASONRY (fm). IN NO CASE SHALL THE COMPRESSIVE STRENGTH OF

THE MORTAR BE LESS THAN OF 2000 PSI AT 28 DAYS.

7. PROVIDE GROUT COMPLYING WITH ASTM C476 ATTAINING A MINIMUM COMPRESSIVE STRENGTH AS REQUIRED TO MEET THE

SPECIFIED COMPRESSIVE STRENGTH OF MASONRY (I'm). IN NO CASE, THE COMPRESSIVE STRENGTH OF THE GROUT SHALL BE LESS THAN

2000 PSI AT 28 DAYS.

8. ADMIXllURES SHAUL BE ADDED TO MORTAR OR GROUT RESPECTIVELY PER MANUFACTURER'S RECOMMENDATIONS.

9. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1/2 INCH MINIMUM) GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS.

I 0. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1 INCH MINIMUM) GROUT BETWEEN PARALLEL BARS.

11. MAXIMUM GROUT POUR HEIGHT SHALL COMPLY WITH SECTION 1.16 AND TABLE 1.16.1 OF ACI 530.

STRUCTURAL STEEL

1. STRUCTURAL STEEL SHAUL BE DETAILED, FABRICAllED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATION FOR

THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND THE LATEST EDITION OF AISC SEISMIC PROVISIONS FOR

STRUCTURAL STEEL BUILDINGS. WHERE THE STRUCTURAL STEEL IS EXPOSED AND INDICATED AS 'AESS' ON PLANS OR DETAILS, FABRICATION

AND ERECTION SHALL ALSO BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FOR ARCHITECllURALLY EXPOSED STRUCTURAL

STEEL, AS SPECIFIED IN THE PROJECT SPECIFICATIONS.

2. STRUCTURAL STEEL SHAUL CDNFORTO ASTM DESIGNATION AS INDICATED BELOW UNLESS NOTED OTHERWISE:

WIDE FLANGE AND WT SHAPES A992, GRADE 50UNO

Wl4 DIAGONALS IN BRACED FRAMES A36, UNO

STEEL ANGLIES AND CHANNELS A36 UNIO

OTHER STRUCTURAL SECTIONS A572, GRADE 50

DECK CLOSURE PLATES & SHI MATERIALS A36

BEAM SHEAR PLATES & STIFFENER PLATES A572, GRADE 50

OTHER PLATES, UNO A572, GRADE 50

HSS (RECTANGULAR, SQUARE OR ROUND) A50D, GRADE B

STEEL PIPE (NOT LABELlED AS HSS) A53, GRADE B

STAINLESS STEEL SHAPES, PLATES, BARS & A276 BOLTS A325X

MACHINE BOLTS (USE ONLY WHERE INDICATED) A307

ANCHOR BOLTS (S1, HEADED) F1554, GRADE 55

THREADED RODS AND HANGER RODS A572, GR50

NUTS FOR BOLTS AND MACHINE BOLTS A563

HARDENED WASHERS F436

UNHARDENED WASHERS F844

PLAN WASHERS ANSI B18.22.1

3. HOT ROLLED SHAPES WITH FLANGES 1-1/2" THICK OR THICKER AND PLATES THAT ARE 2" THICK OR THICKER THAT ARE PART OF THE

SEISMIC FORCE RESISTING SYSTEM SHALL HAVE A MINIMUM CHARPY V-NOTCH (CNV) TOUGHNESS OF 20 FT-LBS AT 70 DEGREES F.

4. HIGH STRENGTH BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATIONS FOR STRUCTURAL JOINTS

USING ASTM A325. HIGH STRENGTH BOLTS SHALL BE FRICTION TYPE WITH THREADS EXCLUDED FROM THE FROM THE SHEAR PLANES (I.E. A325-X, SLIP CRITICAL) UNLESS NOTED OTHERWISE.

5. HEADED ANCHOR SllUDS AND THREADED STUDS SHALL BE NELSON (ER-2614) GRANULAR FLUX-FILLED, AND SHALL BE MADE FROM COLD

FINISHED LOW CARBON STEEL, CONFORMING TO ASTM A-108, GRADES 1010 THROUGH 1020 WITH A MINIMUM TENSILE STRENGTH OF

60,000 PSI. STUD WELDING INSPECTION AND TESTING SHALL CONFORM TO AWS D1.1.

6. DEFORMED BAR ANCHOR STUDS SHALL BE NELSON D2L (ER-5217) GRANULAR FLUX-FILLED REBAR STUDS, AND SHALL BE MADE OF LOW

CARBON COLD ROLLED STEEL WITH A MINIMUM TENSILE STRENGTH OF 80,000 PSI. STUD WELDING INSPECTION AND TESTING SHALL CONFORM TO

AWS D1.1.

7. HOT DIP GALVANIZE IN ACCORDANCE WITH ASllM A123 AND ASllM A153 STRUCTURAL STEEL, MISCELLANEOUS METAL AND FASTENERS THAT

ARE EXPOSED TO THE WEATHER. REPAIR GALVANIZING AFTER WELDING IN ACCORDANCE WITH ASTM A780.

8. WHEN FABRICATING BEAMS, PLACE NATURAL CAMBER UP. PROVIDE UPWARD CAMBER TO ALL MEMBERS INDICATED TO HAVE CAMBER.

AMOUNT MEASURED IN THE FJELD PRIOR TO ERECTION SHALL NOT DEVIATE BY MORE THAN ALLOWED BY THE AISC SPECIFICATIONS. DO NOT

CAMBER MEMBERS OCCURRING BELOW ELIEVATOR ENTRANCE DOORS.

9. SPLICE MEMBERS ONLY WHERE INDICATED.

10. ALL STIFFENER PLATES SHALL BE ORIENTED SO THAT ROLLING DIRECTION OF PLATE IS PARAULEL WITH DIRECTION OF PRINCIPAL SllRESS.

11. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR OWNER'S REPRESENTATIVE REVIEW BEFORE FABRICATION.

12. AFTER FABRICATION, STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL SCALE AND OIL.

13. BOLT HOLES IN SllEEL SHALL USE STANDARD HOLES, 1/16 INCH LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, UNO.

14. STRUCTURAL STEEL SURFACES TO BE WELDED OR HIGH-STRENGTH BOLTED, TO BE ENCASED IN CONCRETE OR TO RECEIVE SPRAY-APPLIED

FIREPROOFING SHALL BE LEFT UNPAINTED.

15. FRAME WELDING SEQUENCE: LONGITUDINAL SHRINKAGE STRESSES DUE TO FIELD WELDING SHALL BE MINI IZED BY MAKING WELDED

CONNECTIONS STARTING AT THE MOST CENTRAL BEAM IN THE FRAMES AND PROGRESSING TOWARDS THE EXTERIOR COLUMNS. IN THIS

MANNER, THE LONGITUDINAL SHORTENING CAN PULL THE UNRESTRAINED PORTION OF THE FRAME INWARDS WITHOUT CREATING EXCESSIVE

SECONDARY TENSILE FORCES. IN ADDITION, ONE END OF EACH BEAM SHALL BE ALLOWED TO COOL BEFORE WELDING THE OTHER END.

WELDED AND BOLTED WEB CONNECTIONS SHALL BE MADE ONLY AFTER FLANGES HAVE BEEN WELDED. FINAL WELDING SEQUENCE IS TO BE

SUB ITTED FOR REVIEW TO THE STRUCTURAL ENGINEER OF RECORD AND FOR APPROVAL TO THE APPROVING AGENCY HAVING JURISDICTION

OVER THE PROJECT.

16. SEE ARCHITECTURAL DRAWINGS FOR DETAILS OF FIREPROOFING.

17. COLD ROLL CURVED BEAMS. ELEVATION AT ANY POINT ALONG THE BEAM SHALL BE WITHIN AISC TOLERANCES FOR AESS STEEL WHEN

DELIVERED TO THE PROJECT SITE.

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F1C1 F1C1 F1C1 F1C1

F1C1

F1C1F1C1

F1C1

F2C2 F2C2

150150

S c a l e : 1:50 Foundation Plan1

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, 2

Ja n,

- 1

Fo un da tio n Pl an

R U

R A

S-5

-0

S- 5.

D W

0.5% SLOPE

S c a l e : 1:50 First Floor Framing Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

St ru ct ur al \1

-6 .d w g

T ue sd ay

, 2

Ja n,

- 1

Fi rs t F lo or F ra m in g

Pl an

U C

A L

S-6

-0

S- 6.

D W

S c a l e : 1:50 Roof Framing Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

St ru ct ur al \1

-7 .d w g

T ue sd ay

, 2

Ja n,

- 1

R oo f F ra m in g Pl an

R U

R A

S-7

-0

S- 7.

D W

SIZE

Reference

Number

Sheet of

DRAWING

S c a l e : 1:10

BASE PLATE PLAN5

F1 C1 F2 C2

C2 BASEPLATE

C1 BASEPLATE

S c a l e : 1:20 Footing/Column Plan1 S c a l e : 1:20

Footing/Column Plan3

S c a l e : 1:20 Footing/Column Section2 S c a l e : 1:20

Footing/Column Section4 S c a l e : 1:10

BASE PLATE PLAN6

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

St ru ct ur al \1

-8 .d w g

T ue sd ay

, 2

Ja n,

- 1

Fo ot in g

C ol um n

D et ai ls

U C

A L

S-8

-0

S- 8.

D W

SIZE

Reference

Number

Sheet of

DRAWING

PLAN

ELEVATION

PLAN

ELEVATION

S c a l e : Not to Scale Column-Beam at Corner2

COLUMN - BEAM CONNECTION DETAILS

S c a l e : Not to Scale Column-Beam at Disconect Midpost3 S c a l e : Not to Scale

Column-Beam T-Corner4

S c a l e : Not to Scale Column-Beam at Midpost1

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

St ru ct ur al \1

-9 .d w g

T ue sd ay

, 2

Ja n,

- 1

C ol um n

- B ea m C on ne ct io n

R U

R A

S-9

-0

S- 9.

D W

SIZE

Reference

Number

Sheet of

DRAWING

S c a l e : Not to Scale Column-Rafter and Girt Connection3

S c a l e : Not to Scale Rafter and Parapet Elevation1 S c a l e : Not to Scale

Purlin Detail2

S c a l e : Not to Scale Rafter andRidge Beam Connection4

SECTION A SECTION B

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

St ru ct ur al \1

-1 0.

dw g

T ue sd ay

, 2

Ja n,

- 1

R af te r C on ne ct io n D et ai ls

R U

R A

S-10

-0

S-

.D W

w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

St ru ct ur al \1

-1 1.

dw g

T ue sd ay

, 2

Ja n,

- 1

D et ai ls

U C

A L

S-11

-0

S-

.D W

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

S c a l e : Not to Scale Turn Down Footing Section3

S c a l e : Not to Scale Slab on Grade / Sub Grade Section4

S c a l e : Not to Scale Trench Excavation2

S c a l e : Not to Scale Slab on Grade Control Joint Detail1

S c a l e : Not to Scale Ground Floor HVAC Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

M ec ha ni ca l\1

-1 .d w g

T ue sd ay

, 2

Ja n,

- 1

G ro un d

Fl oo r H V

A C

P la n M

A N

M-1

-0

M -1

.D W

First Floor HVAC Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

M ec ha ni ca l\1

-2 .d w g

T ue sd ay

, 2

Ja n,

- 1

Fi rs t F lo or H

V A

C P la n

H A

A L

M-2

-0

M -2

.D W

S c a l e : Not to Scale Ground Floor Air Return Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

M ec ha ni ca l\1

-3 .d w g

T ue sd ay

, 2

Ja n,

- 1

G ro un d

Fl oo r A ir

R et ur n

Pl an

H A

A L

M-3

-0

M -3

.D W

First Floor Air Return Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

M ec ha ni ca l\1

-4 .d w g

T ue sd ay

, 2

Ja n,

- 1

Fi rs t F lo or A ir R et ur n Pl an M

A N

M-4

-0

M -4

.D W

w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

M ec ha ni ca l\1

-5 .d w g

T ue sd ay

, 2

Ja n,

- 1

H V

A C

D et ai ls

H A

A L

M-5

-0

M -5

.D W

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

S c a l e :1 Supply Diffuser Drop Detail Not to Scale S c a l e :2 Penetration Detail (Reference)

Not to Scale w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

M ec ha ni ca l\1

-6 .d w g

T ue sd ay

, 2

Ja n,

- 1

H V

A C

D et ai ls

H A

A L

M-6

-0

M -6

.D W

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

NOTE: SUPPORT WITH STRUCTURAL MEMBERS (CHANNEL OR ANGLES). SUPPORT SO AS

TO PROTECT OUTER COVERING FROM BEING COMPRESSED.

GRADE

S c a l e :1 Duct Hanger Attachments Detail (Typ.)

Not to Scale

S c a l e :2 Low Velocity Duct Latout Detail (Typ.)

Not to Scale

S c a l e :3 Manual Damper Installation Detail (Typ.)

Not to Scale

S c a l e :4 Round Ductwork W/Support Detail Not to Scale S c a l e :6 External Rectangular Ductwork Detail

Not to Scale

S c a l e :5 HVAC Elevation (Typ.)

Not to Scale

S c a l e : 1:50 M Ground Floor Sanitary Drainage Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

M ec ha ni ca l\1

-1 .d w g

T ue sd ay

, 2

Ja n,

- 1

G ro un d

Fl oo r S an ita ry

D ra in ag e M

A N

P-1

-0

P- 1.

D W

S c a l e : SCALE 1:50 M First Floor Sanitary Drainage Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

M ec ha ni ca l\1

-2 .d w g

T ue sd ay

, 2

Ja n,

- 1

Fi rs t F lo or S an ita ry D ra in ag e

H A

A L

P-2

-0

P- 2.

D W

Sanitary Drainage and Water Supply Isometric Layout1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

M ec ha ni ca l\1

-3 .d w g

T ue sd ay

, 2

Ja n,

- 1

Sa ni ta ry

D ra in ag e an d W at er

S up pl y

H A

A L

P-3

-0

P- 3.

D W

w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

El ec tri ca l\1 4-

E -1

E-

dw g T ue sd ay , 2

Ja n,

- 1 0:

Le ge nd a nd A bb re vi at io ns

A L

E-1

-0

E- 1&

E- 2.

D W

SHEET

SIZE

Reference

Number

Sheet of

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

El ec tri ca l\1 4-

E -1

E-

dw g T ue sd ay , 2

Ja n,

- 1 0:

El ec tri ca l N ot es

E-2

-0

E- 1&

E- 2.

D W

Ground Floor Power Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

El ec tri ca l\1 4-

E -3

.d w g T ue sd ay , 2

Ja n,

- 1 0:

G ro un d

Fl oo r P ow er P la n

A L

E-3

-0

E- 3.

D W

S c a l e : Not to Scale First Floor Power Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

El ec tri ca l\1 4-

E -4

.d w g T ue sd ay , 2

Ja n,

- 1 0:

Fi rs t F lo or P ow er

P la n

E-4

-0

E- 4.

D W

S c a l e : Not to Scale Ground Floor Lighting Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

2 5

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

El ec tri ca l\1 4-

E -5

.d w g T ue sd ay , 2

Ja n,

- 1 0:

G ro un d

Fl oo r L ig ht in g Pl an

E-5

-0

E- 5.

D W

2 5

S c a l e : Not to Scale First Floor Lighting Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

2 5

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

El ec tri ca l\1 4-

E -6

.d w g T ue sd ay , 2

Ja n,

- 1 0:

Fi rs t F lo or L ig ht in g

Pl an

A L

E-6

-0

E- 6.

D W

2 5

Grounding and Lightning (Roof) Plan1

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

El ec tri ca l\1 4-

E -7

.d w g T ue sd ay , 2

Ja n,

- 1 0:

G ro un di ng a nd L ig ht ni ng

P ro te ct io n

A L

E-7

-0

E- 7.

D W

Ground Floor Panel Schedule1

SIZE

Reference

Number

Sheet of

Power Distribution System of BC#-T Facilities (Single Line Diagram)2

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

El ec tri ca l\1 4-

E -8

.d w g T ue sd ay , 2

Ja n,

- 1 0:

G ro un d

Fl oo r P an el S ch ed ul e

A L

E-8

-0

E- 8.

D W

First Floor Panel Schedule1

SIZE

Reference

Number

Sheet of w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

El ec tri ca l\1 4-

E -9

.d w g T ue sd ay , 2

Ja n,

- 1 0:

Fi rs t F lo or P an el

S ch ed ul e

E-9

-0

E- 9.

D W

S c a l e : Not to Scale Ground Floor Comm Plan 1

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

\8 -C om m

\1 4-

C om m -1

.d w g T ue sd ay , 2

Ja n,

- 1 0:

G ro un d

Fl oo r C om m P la n

A R

C H

A L

Comm-1

-0

C O

M M

-1 .D

W G

SHEET

SIZE

Reference

Number

Sheet of

S c a l e : Not to Scale First Floor Comm Plan1

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

\8 -C om m

\1 4-

C om m -2

.d w g T ue sd ay , 2

Ja n,

- 1 0:

Fi rs t F lo or C om m

P la n A

R C

R A

Comm-2

-0

C O

M M

-2 .D

W G

SHEET

SIZE

Reference

Number

Sheet of

Ground Floor Sprinkler Plan 1

D ra w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

- F

-0

-1 th ru F

P- 5.

dw g

T ue sd ay

, 2

Ja n,

- 1

G ro un d

Fl oo r S pr in kl er P la n

O N

FP-1

-0

-1

T H

R U

F P-

W G

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

BUILDING SQUARE FEET (METERS)

w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

- F

-0

-1 th ru F

P- 5.

dw g

T ue sd ay

, 2

Ja n,

- 1

Fi rs t F lo or S pr in kl er

P la n

R E

FP-2

-0

-1

T H

R U

F P-

W G

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

BUILDING SQUARE FEET (METERS)

S c a l e : Not to Scale First Floor Sprinkler Plan1 w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

- F

-0

-1 th ru F

P- 5.

dw g

T ue sd ay

, 2

Ja n,

- 1

Sp rin kl er

N ot es

R E

FP-3

-0

-1

T H

R U

F P-

W G

SHEET

SIZE

Reference

Number

Sheet of w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

- F

-0

-1 th ru F

P- 5.

dw g

T ue sd ay

, 2

Ja n,

- 1

Sp rin kl er

D et ai ls

O N

FP-4

-0

-1

T H

R U

F P-

W G

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

1 PIPE SUPPORT DETAIL - TYPICAL

NTS

2 SPRINKLER INSTALLATION DETAIL - TYPICAL

NTS

4 POST INDICATOR VALVE DEICTION

NTS

3 INSPECT TEST CONNECTION DETAIL

NTS

OPEN

5 STANDARD POST INDICATOR VALVE

NTS

w in g na m e:

X :\C

\P ro je ct s\

C on st ru ct

B C

3- T

C om m an d Fa ci lit y\

- D es ig n\

- D ra w in gs

- F

-0

-1 th ru F

P- 5.

dw g

T ue sd ay

, 2

Ja n,

- 1

S pr in kl er D et ai ls

R E

FP-5

-0

-1

T H

R U

F P-

W G

SHEET

SIZE

Reference

Number

Sheet of

DRAWING

6 SYSTEM MAIN RISER - DETAIL

FIRE SUPPRESSION WET PIPE

NTS

7 PIPE THROUGH STRUCTURE DETAIL

NTS

8 TYPICAL UNDERGROUND PIPING - THRUST BLOCKING DETAIL

NTS

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