architect/engineers: - va vendor portal

4 5 6

D

E

F

G

H

G2

G1

(E)W14X43

(E)W

14X5

3

(E)W10X22

(E)W10X22

(E)W

14X5

3

(E)W14X43

(E)C

8X11

.5

(E)C

8X11

.5

(E)W14X43

(E)W10X22

(E)W10X22

(E)W

14X5

3

(E)W

14X5

3

(E)C

8X11

.5

(E)C

8X11

.5

(E)W14X43

L4x4x1/4, TYP. 4-SIDES

5 1/4" CONC. SLAB OVER 2"-20 GA.MTL. DECK, (MATCH EXIST. SLAB,FIELD VERIFY)



(E) C8x11.5

NOTES:1. TOP OF (E) STEEL = 1308'-11 3/8"

3SS101

(E)C8X11.5

(E)C8X11.5

7 8 9

B

C

A

8A

B1

A1

.

.

(E)W14X43

(E)W

14X5

3

(E)W10X22

(E)W

21X4

4

(E)W10X15

(E)W14X43NOTES

1. 1 INDICATES 5 1/4" CONC. SLAB(MATCH EXIST., FIELD VERIFY) W/2"-20 GA. COMPOSITE METAL DECKW/ 6x6-W2.1xW2.1 WWF

2. TOP OF (E) STEEL = 1320'-0 7/8"

. .

24SS105

19SS105

L4x4x1/4

C12X20.7

HSS3X3X1/4

HSS3X3X1/4

(E)W10X22 (E)W10X22

(E)W10X22(E)W10X22

(E)W18X35 (E)W18X35

(E)W

18X3

5

(E)W

14X5

3

(E)W

14X5

3

(E)W14X43

L4x4x1/4 TOILET PARTITION FRAMINGCOORD. WITH ARCH.

L4x4x1/4 TOILET PARTITION FRAMINGCOORD. WITH ARCH.

STAIR LANDINGSUPPORT

STAIR LANDINGSUPPORT

SIM.

15SS106

15SS106

WELD SHEAR TAB TO EXIST.BEAM, SIM. TO DET. 3/SS105, TYP.

18SS106

13SS106

23SS106

L2 1/2x2 1/2BRACE

BEAR C12 ON CONC. SLABW/ L3x3x1/4x3" W/ 5/8" ØEXPANSION ANCHOR

REMOVE (E) W10

REMOVE (E) C10 REMOVE (E) W10

W8x

24

W8X

24

W8X

24

9"3'

- 10

"

W12X26

W12X26

REMOVE (E) SLAB

1

18SS105

L4x4x1/4

WELD SHEAR TAB TO EXIST.BEAM, SIM. TO DET. 3/SS105, TYP.

EXISTING 6TH FLOOR1309'-4 5/8"

CONC. SLAB OVER 2"-20 GA. MTL.DECK W/ 6x6-W2.1xW2.1 WWF

(E) C8 (E) C8

(E) BENT PL

(E) BENT PL

L4x4x1/4, 4 SIDES (E) CONC. SLABW/ MTL DECK

(E) CONC. SLABW/ MTL. DECK

1/4 3@12.

8 9

C

8A

B1

9SS106

8SS106

SIM.

SIM.

C12X20.7

C12X20.7

C12X20.7

C9X13.4

C9X13.4

C12

X20

.7

C9X

13.4

NOTES

1. 1 INDICATES 5" CONC. SLAB W/2"-20 GA. COMPOSITE METAL DECKTOP OF SLAB EL. = 1328'-5 5/8"

1

C12X20.7

16SS106

23SS106

OMAHA | LINCOLN | DES MOINES | COLORADO SPRINGSFARRIS ENGINEERING

farris-usa.com

IMPORTANT CONTRACTOR'S NOTE

ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OFDOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK.CONTRACTOR SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURETO REVIEW ENTIRE SET OF DOCUMENTS.ANY USE OF THESE ELECTRONIC DRAWINGS OR SCALING OF THEPRINTED DOCUMENTS ARE DONE SO AT THE CONTRACTORS RISK.

Fax: 402.291.9193

Calvin

Phone:402.291.6941

rchitects, P.C.

Elkhorn,

L3705 orthN

A

68022treet

Nebraska

H200th S

. INZ

L. Hinz Architects is

These plans are specificallydesigned for construction

and are intended for noby Calvin L. Hinz Architects

written consent of Calvinin part or whole withoutfor use of this documentother purposes. Permission

prohibited.

Calvin L. Hinz Architects P.C.C 2015

DRS

VAMC Oklahoma City, OK

SPS EXPANSION Office ofConstructionand FacilitiesManagement

1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321VA FORM 08-6231

one quarter inch =

one foot

84

00

4three eighths inch =

one foot

04

one half inch =

one foot

three quarters inch = one foot

20

6"6"

02

one inch =

one foot

one and one half inches =

one foot

6"0

16"

three inches =

one foot

04

816

one eighth inch = one foot ARCHITECT/ENGINEERS:

07.25.2014Revisions: 65% SUBMITTAL Dwg. of

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

101

1.

2.

635-3411

F

Shaffer & Stevens11.14.2014Revisions: 65% SUBMITTAL MGJ

Department ofVeterans Affairs

02.03.2015Revisions: 95% SUBMITTAL03.06.2015Revisions: 100% SUBMITTAL 100%03.23.2015Revisions: 100% RESUBMITTAL

SS101

6th & 7th FLOOR FRAMING

MARCH 6, 2015

1/4" = 1'-0"SS1011 PARTIAL 6th FLOOR FRAMING

1/4" = 1'-0"SS1012 PARTIAL 7th FLOOR FRAMING

1" = 1'-0"SS1013 INFILL FRAMING DETAIL

1/4" = 1'-0"SS1014 STAIR 14 @ LANDING

DN

UP

UP

5 6 7 8 9 10 11 1211A

B

C

D

E

F

G

H

A

9A8A

G2G1

B1

C1

A1

6A

(E)W18X35 (E)W18X35 (E)W18X35 (E)W18X35

(E)W

18X3

5(E

)W21

X44

(E)W

18X3

5(E

)W18

X35

(E)W

18X3

5(E

)W18

X35

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3(E

)W14

X53

(E)W

14X5

3(E

)W14

X53

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3

(E)W14X43 (E)W14X43

(E)W

14X5

3

(E)W

14X5

3

(E)W

14X5

3

(E)W14X43 (E)W14X43 (E)W14X43

(E)W14X43 (E)W14X43 (E)W14X43

(E)W14X43 (E)W14X43

(E)W

14X5

3

(E)W

14X5

3

(E)W14X43 (E)W14X43 (E)W14X43 (E)W14X43 (E)W14X43

(E)W14X43 (E)W14X43 (E)W14X43

(E)W14X43

(E)W14X43 (E)W14X43 (E)W14X43 (E)W14X43

(E)W10X22 (E)W10X22

(E)W10X22 (E)W10X22

(E)W10X22 (E)W10X22

(E)W10X22 (E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22 (E)W10X22

(E)W10X22 (E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X33

(E)W10X39

(E)W14X43

(E)W10X26(E)W14X26

(E)W14X26

(E)W10X26(E)W10X22

(E)W14X26

(E)W10X33

W10X33

(E)W10X15 (E)W10X15 (E)W10X15

(E)W10X15(E)W10X15(E)W10X15(E)W

14X5

3

(E)W

18X6

5

(E)W

18X6

5

(E)W

14X5

3

(E)W14X43(E)W14X43 (E)W14X53

(E)W10X22

1SS105

2SS105

8SS105

NOTES

1. TOP OF EXISTING (E) STEEL = 1333'-6 3/4"

W14X90W14X90W14X90W14X90

W14X90 W14X90

W14X90

W14X90 W14X90

W14X90 W14X90 W14X90 W14X90

W14X90

W14X90

SS1031

PROVIDE DBL-STUDSAT EA. CAGEDLADDER CONN.

SS1022

PREFABRICATED BRICK PANEL






C12

X20

.7

REMOVE EXIST. SLAB

2SS105

2SS105

6SS105

SIM.

8 9

C

8A

B1

(E)W

21X4

4

(E)W

14X5

3

(E)W14X43

(E)W10X22

W10X33

C12

X20

.7

(E)W10X22

W14X90

C12X20.7

C12X20.7

9SS106 SIM.

13SS106

HSS 4X4COL., BELOW

WELD SHEAR TAB TO EXIST.BEAM SIM. TO DET. 3/SS105

17SS106

5SS105

SIM.

CONNECT (E) W10TO C12 W/ TYP SHEARTAB CONN. DET. 3/SS105


farris-usa.com



Fax: 402.291.9193

Calvin

Phone:402.291.6941

rchitects, P.C.

Elkhorn,

L3705 orthN

A

68022treet

Nebraska

H200th S

. INZ





prohibited.


DRS



1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321VA FORM 08-6231

one quarter inch =

one foot

84

00


one foot

04

one half inch =

one foot


20

6"6"

02

one inch =

one foot


one foot

6"0

16"

three inches =

one foot

04

816



Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title


Drawing Title

101

1.

2.

635-3411

F




SS102

8th Floor Framing Plan

MARCH 6, 2015

1/8" = 1'-0"SS1021 8th FLOOR FRAMING

1/4" = 1'-0"SS1022 STAIR 14 @ 8TH FLOOR ENLARGED PLAN

8

DN

UP

UP

DN UP

DNUP

DN

DN

DN

DN

9 10 11 11A

B

C

9A

B1

A1W18x35

W10x17

W10x17

W10x17

W10x17

W10x17

W18x35

W12x26

W18x35

W12x26

W12x26

W18x35

W18

x35

W18

x35

W18

x35

W18

x35

W21

x44

NOTES:1. TOP OF STEEL ELEVATION = 1366'-4"

1 1/

2" -

20 G

A.

MET

AL D

ECK

W10

X17

W10

X17

ROOF HATCH OPENING

17SS105

8" CMU W/#5 @ 48" O.C.

2SS106

ROOF OPENING,SEE ARCH.

W10

X17

1SS106

L4x4x1/4,TYP. @ EDGE

PREFABRICATED BRICK PANEL,SEE ARCH.

11SS106

L4x4x1/4, TYP. 4 SIDES

W10X17L4x4x1/4, TYP. 4 SIDES

8" CMU, TYP.

3SS105

TYP.

9 10 11 11A

B

C

9A

B1

A1

(E)W

18X3

5(E

)W21

X44

(E)W18X35

(E)W10X33

(E)W10X39

(E)W18X35

(E)W18X35

(E)W10X12

(E)W10X12

(E)W10X12

(E)W18X35

(E)W10X12

(E)W10X12

(E)W10X12

(E)W

21X4

4

(E)W

18X4

0

(E)W21X44

(E)W10X17

(E)W10X17

(E)W10X17

(E)W

18X4

0(E

)W21

X57

(E)W14X43

(E)W

10X1

7

6" MTL. STUDS@ 16" O.C., TYP.(SUPPORT FORELEVATED SLABS)

5' - 0" 5' - 0" 5' - 0" 5' - 0"

7SS105

NOTES

1.

1

1 INDICATES 3 1/2" CONC. SLAB (TO MATCH EXIST.,FIELD VERIFY) W/ 1 1/2"-20 GA. COMPOSITE METAL DECK

(E)W

10X1

2

(E)W

10X1

2

(E)W14X30

OPEN

8" CMU W/#5 @ 24" O.C.

(E)W10X17

REMOVE EXIST W8 COL

1.

.

. .

1SS106

C12

X20

.7

C12

X20

.7

(E)W

21X5

7

(E)C8X11.5

8SS106

SIM.

REI

NF.

W/ W

T 6x

17.5

25SS106

10 11A

B

9A

B1

A1

(E)W18X46

(E)W

18X4

6

REMOVEEXIST. SLAB

REMOVE EXIST. BEAMS

C9X13.4

C9X

13.4

C9X

13.4

C12

X20

.7

C12

X20

.7

1

NOTES

1.

2 TOP OF EXISTING STEEL = 1338'-6 1/2".

1 INDICATES 5" CONC. SLAB W/2"-20 GA. COMPOSITE METAL DECK

22SS105

23SS105

TOP

OF

SLAB

EL.

= 1

138'

-4"

1SS106

C12X20.7

12SS106

C12

X20

.7

C12

X20

.7

C9 TO C9 , TYP. SHEARPL CONN. DET. 3/SS105

9 10 11 11A

B

C

9A

B1

C1

A1

OPEN

OPEN

(E)W14X22

(E)W

21X6

2

(E)W21X62

(E)W

21X4

4

(E)W21X62

(E)W

21X6

2

(E)W14X22

(E)W

21X6

2(E

)W21

X62

(E)W14X22

REMOVE EXIST.SLABS AND BEAMS

C12

X20

.7

C12

X20

.7C

9X13

.4

C9X

13.4

C9X13.4

1

NOTES

1.


1 INDICATES 5" CONC. SLAB W/2"-20 GA. COMPOSITE METAL DECK

20SS105

21SS105

(E)W21X62HSS5X5X1/4MACHINEBEAM SUPPORT

TOP

OF

SLAB

EL.

= 1

344'

-3"

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

COL.

COL. COL. COL.

1SS106

6' - 3" 2' - 1"

5SS106

VERIFY DIMENSIONSWITH ELEV. MANUF.

(E)W

14X3

8

C12

X20

.7

C12

X20

.7

HSS5X5X1/4MACHINEBEAM SUPPORT

REMOVE CMU AS REQ'DFOR PLACEMENT OF COLUMNS,SEE DET. 20/SS106

C12X20.7

ATTACH C9 TO EXIST. COLW/ SHEAR PL CONN.3/SS105

19SS106

24SS106

W8X

24

COL.HSS4X4X1/4 HSS4X4X1/4

COL.HSS4X4X1/4

9 10 11 11A

B

C

9A

B1

A1

(E)W18X35

(E)W12X26

(E)W12X26

(E)W12X26

(E)W18X35

(E)W

21X4

4

(E)W

18X3

5

(E)W

18X3

5(E

)W18

X35

(E)W18X35

(E)W10X17

(E)W21X44

(E)W10X17

(E)W10X17

(E)W10X17

(E)L

5X5X

5/8

(E)L5X5X5/8

(E)W21X44

REMOVEEXIST.SLAB

REMOVEEXIST.BEAMS

HSS 4x4x1/4 COLBRG. ON EXISTSTEEL COL., TYP.

6SS105


10SS105

(E)L

5X5X

5/8

L4x4x1/4 , AT ALL 4 SIDES,SEE SIM. TO DETAIL 2/SS-105(E)L5X5X5/8

C12

X20

.7C

9X13

.4

C9X

13.4

C9X13.4

1

NOTES

1.


3. FOR BEAM TO BEAM CONNECTIONS, PROVIDE A SHEARPLATE, SIM. TO 3/SS105

4. LINTEL: 8x8 BOND BEAM W/ 2-#5

1 INDICATES 5 1/4" CONC. SLAB (TO MATCH EXIST.,FIELD VERIFY) W/ 2"-20 GA. COMPOSITE METAL DECK

22SS105

TOP

OF

SLAB

EL.

= 1

350'

-2"

1SS106

(E)W

18X3

5

7SS106

6SS106

8SS106

9SS106

10SS106

C12X20.7

C12

X20

.7

C12

X20

.7

C12

X20

.7

C9 TO C9 , TYP. SHEARPL CONN. DET. 3/SS105

12SS106

TYP.

TYP.

(E)W12X26

W12X26

W12X26

W12

X26

W12

X26REMOVE SLAB AND EXIST.

FRAMING FOR ELEVATOREQUIP., VERIFY OPNG' WITHELEVATOR MANUFACTUER

8" CMU W/ #5 @ 48" O.C,& BOND BEAMS @ 48" O.C.W/ 2-#5 CONT.TYP. @ EXT. WALLS


ON

MTL

DEC

K

EXIS

T.C

ON

C. S

LAB

PREFABRICATED BRICKPANEl, SEE ARCH.

SS10621

22SS106

REINF. W/ WT 6x17.5

TYP.

25SS106

NOTE 4 NOTE 4

NOTE 4

REUSE OPNG FORVENTILATIONSHAFT, SEE ARCH.

9 10 11 11A

B

C

9A

B1

A1

2SS106

1SS106

(E)W18X35

(E)W12X26(E)W

21X4

4

(E)W18X35 (E)W10X17

(E)W21X44

(E)W

18X3

5

(E)W

18X3

5

(E)W

18X3

5

(E)W18X35

(E)W

18X3

5

MAC

HIN

E BE

AM

(REU

SE E

XIST

ING

)

(REU

SE E

XIST

ING

)

MAC

HIN

E BE

AM

BO

T. O

F ST

L. E

L. =

136

3'-2

1/8

"

NOTES:1. TOP OF EXISTING (E) STEEL = 1355'-8 7/8"

2. SALVAGE AND REINSTALL EXIST. MACHINE BEAMS AT NEW ELEVATION.COORD. MACHINE BEAMS & HOIST BEAMS W/ ELEVATOR MANUF.

14SS106

BEAM BRG.EL. = 1356'-3 1/8" BEAM BRG.

EL. = 1356'-3 1/8"

4SS106

(E)W12X26

(E)W12X26 (E)W10X17

ON

MTL

DEC

K

EXIS

T.C

ON

C. S

LAB

14SS106

W18

X35

HO

IST

BEAM

EXIST. VENTILATIONSHAFT, SEE ARCH.


farris-usa.com



Fax: 402.291.9193

Calvin

Phone:402.291.6941

rchitects, P.C.

Elkhorn,

L3705 orthN

A

68022treet

Nebraska

H200th S

. INZ





prohibited.


DRS



1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321VA FORM 08-6231

one quarter inch =

one foot

84

00


one foot

04

one half inch =

one foot


20

6"6"

02

one inch =

one foot


one foot

6"0

16"

three inches =

one foot

04

816



Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title


Drawing Title

101

1.

2.

635-3411

F




SS103

Penthouse & Machine RoomFraming Plans

MARCH 6, 2015

1/4" = 1'-0"SS1036 PENTHOUSE ROOF FRAMING PLAN

1/4" = 1'-0"SS1031 8th FLOOR FRAMING @ PENTHOUSE


1/4" = 1'-0"SS1032 ELEVATOR SECONDARY FRAMING DEMOLITION & STAIR FRAMING

1/4" = 1'-0"SS1033 MECH. PENTHOUSE FRAMING DEMOLITION & STAIR FRAMING

1/4" = 1'-0"SS1034 PENTHOUSE FLOOR FRAMING PLAN 1/4" = 1'-0"SS103

5 ELEVATOR SUPPORT FRAMING

9

DN

DN UP

UP

5 6 7 8 9 10 11 1211A

B

C

D

E

F

G

H

I

A

9A8A

G2G1

B1

C1

A1

6A

W10

X22

W10

X22

W10

X22

W14

X43

W10

X22

W10

X22

W10

X22

W14

X43

W10

X22

W10

X22

W10

X22

W18

X35

W18X35W18X35

W18X35

W18

X35

W18

X35

W10

X22

W10

X22

W10

X22

W14

X43

W10

X22

W10

X22

W10

X22

W14X43 W14X43

W14

X43

W10

X22

W10

X22

W10

X22

W18

X35

W14X43

W14X43

W14X43

W14

X43 W

10X2

2

W10

X22

W10

X22

W14

X43

W14X43 W14X43

W10

X22

W10

X22

W10

X22

W14

X43

W10

X22

W10

X22

W18

X35

W14X43 W14X43

W10

X22

W14

X43

W10

X22

W10

X22

W10

X22

W14

X43

W10

X22

W18

X35

W18

X35

W14X43

W14X43W14X43

W10

X22

W10

X22

W10

X22

W10

X22

W18

X35

W10

X22

W14X43

(E)W

18X3

5(E

)W18

X35

(E)W18X35

W10

X22

W10

X22

(E)W18X35(E)W18X35

(E)W14X43

(E)W

14X5

3

(E)W

14X5

3(E

)W14

X53

(E)W

14X5

3

(E)W18X76

(E)W

18X7

6

(E)W

14X5

3

(E)W

14X5

3

(E)W14X43 (E)W14X43

(E)W

18X7

6

(E)W

14X4

3

(E)W

14X2

2

(E)W14X22

(E)W

14X2

2

(E)W14X22

(E)W

14X3

8

(E)C15X33.9

(E)W

14X3

8

(E)W14X43

(E)W14X22(E)W14X22(E)W14X22

(E)W

14X3

8

(E)W

14X3

8

(E)W

14X3

8

(E)W

14X3

8

(E)W10X33(E)W10X33(E)W10X33

(E)W10X33(E)W10X33

(E)W10X33

(E)W14X43

(E)W10X22 (E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22 (E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W14X43

(E)W14X43

(E)W18X35

(E)W

14X3

8

(E)W

14X5

3

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X22

(E)W12X53

(E)W10X22

(E)W10X22

(E)W10X22

(E)W10X26 (E)W10X26 (E)W10X26

(E)W10X26 (E)W10X26 (E)W10X26

(E)W10X26 (E)W10X22 (E)W10X22

(E)W10X22

(E)W10X22

(E)W

10X2

2

(E)W

10X2

2

(E)W

10X2

2

(E)W10X22

(E)W

12X5

3

(E)W12X53

(E)W12X53

(E)W12X53

W10

X22

W10

X22

W10

X22

W14X43

W14X43

W14X43

W10X22

W10X22

HSS5X5X1/4

HSS5X5X1/4

W10

X22

W18

X35

W18

X35

SS1042

(E)W10X15

HSS 5x5x3/8STUB COL.



W10

X22

HSS4X4X1/4STUB COL.BELOW

5SS105

NOTES:1. TOP OF STEEL ELEVATION = 1348'-3"

2.

11SS105

11SS105

11SS105

11SS105

11SS105 SIM.

12SS105

13SS105

14SS105

15SS105

16SS105

L4x4

x1/4

TO

ILET

PAR

TITI

ON

FR

AMIN

GL4

x4x1

/4 T

OIL

ETPA

RTI

TIO

N F

RAM

ING

AHU-210881#

REMOVE MASONRY ABOVEDOORHEAD TO BEAM ABOVE,PROVIDE LIGHTGAGE BOXHEADER W/ 2-8"-20 GA. JOISTSW/ TRACK, TOP & BOT.

15SS106

SIM.

W10

X22

(E) W21, T.O.S. = 1345'-5 1/8"

(E) W21, T.O.S. = 1345'-5 1/8"

FOR BEAM TO (E) COL CONN.WELD SHEAR TAB TO (E) COLSIM. TO DET. 3/SS105

.


FOR BEAM TO (E) BEAM CONN.WELD SHEAR TAB TO (E) COLSIM. TO DET. 3/SS105

3SS105

TYP

1 1/2" - 20 GA. MTL.DECK, TYP.

12SS105

SIM.

12SS105

SIM.


INDICATES MOMENT CONN., SEE DET. 2/SS106

ERU-23904#

14SS105

SIM.

W10X22 W10X22

FOR BEAM TO BEAM CONN.SEE DET. 3/SS105

SS1071

8 9

C

8A

B1

3SS104

HSS12X4X1/4

HSS12X4X1/4

L4X4X1/4

HSS 8x4x1/4 FRAME

1 1/2"-20 GAMETAL DECK

9SS105

4SS104

CB1

T.O.BEAM1354'-5 3/4"

HSS 8x4 FRAME

1 1/2" METAL DECK

HSS 12x4HSS 12x4

L4x4x1/4

SEE DET. 5/SS104 FOR CONN.

C

8TH FLOOR ROOF TOS1348'-3"

B1

T.O.BEAM1354'-5 3/4"

HSS 8x4 FRAME, FORMORE INFORMATION,SEE DET. 3/SS-104

HSS 5x5 COL

3/4" PL W/ 4-3/4" ØA325 BOLTS

TYP. SHEAR PL CONN.,SEE 3/SS-104

W10

.

1/4

SS1045

HSS 5x5 COL

1/4

1/4.

.

1/4" CAP PL

1/4

1/4

.

.

1/4.

1/4" END PL

HSS COL.


farris-usa.com



Fax: 402.291.9193

Calvin

Phone:402.291.6941

rchitects, P.C.

Elkhorn,

L3705 orthN

A

68022treet

Nebraska

H200th S

. INZ





prohibited.


DRS



1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321VA FORM 08-6231

one quarter inch =

one foot

84

00


one foot

04

one half inch =

one foot


20

6"6"

02

one inch =

one foot


one foot

6"0

16"

three inches =

one foot

04

816



Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title


Drawing Title

101

1.

2.

635-3411

F




SS104

Roof Framing Plan

MARCH 6, 2015

1/8" = 1'-0"SS1041 ROOF FRAMING PLAN

1/4" = 1'-0"SS1042 STAIR 14 ROOF FRAMING

1/2" = 1'-0"SS1043 STAIR 14 SECTION

1/2" = 1'-0"SS1044 STAIR 14 SECTION

10

1 1/2" = 1'-0"SS1045 FRAME CONN. DETAIL

BREAK OUT CONC. SLAB &MTL. DECK TO EXPOSEEXIST. STEEL BEAM

W14

EXIST. BEAM

1/4.

3/4" BASE PL

PL 1/2x18, EA. SIDEWELD TO BASE PL

3" 2"

3/8" STIFF., EA. SIDE

PATCH CONC. SLABTO MATCH EXIST.

1334'-1"8th FLOOR


EXIST. FACE BRICK

EXIST. METAL STUDS

EXIST. STL. BEAM

EXIST. SLAB

REMOVE EXIST. PARAPET16 GA. DEEP LEG TRACKOVER EXIST. STUDSAND CHANNELS

CONN TO TRACK(BY PANEL MANUF.)

SCHEDULE

BEAMDEPTH

LESS THAN 8

10 OR 1214 OR 16

18

2124

"L"

3"

5 1/2"8 1/2"11 1/2"

1'-2 1/2"1'-5 1/2"1'-8 1/2"

8

.

"L"

TYP.3"

TYP.

1 1/

4"

PL 5/16x4x"L"

3/4" Ø A325 BOLTS

1/4

3/8" STIFF PL,EA. SIDE

BEAM

13/16x1 1/6" HORIZ.SLOT IN ANGLE

PL 3/8"3/8" STIFF PL, EA. SIDE

COLUMNCOLUMN4-3/4" Ø A325 BOLTS, TYP.

3/4" Ø A325 BOLTS1/2"

"L"

NOTE:SEE DET. 3/SS105 FOR PLLENGTH & BOLT SPACING

3/4xBEAMWIDTH TOP PL

COLUMN

1/4.

TYP. SHEARPL CONN.

1/4" CAP PL

STEEL COL.

3/4" CAP PL

EXIST. W14 COL.

.

.

EL. 1356'-2"TOP OF EXIST. COL.

(FIELD VERIFY)

1/4

1/4

(E) CONC. SLAB W/ MTL. DECK

20 GA. CONT. PL3/8" Ø TAPCONS@ 12" O.C.6" 6"

TOP OF EXIST.CONC. SLAB

3/8" Ø TAPCONS@ 12" O.C.

FASTEN DECK TO TRACKW/ #10 SCREWS @ 12" O.C.

#10 SCREWS @ 12" O.C.3 1/2" CONC. SLAB W/1 1/2"-20 GA. COMPOSITEMTL. DECK

20 GA. CONT. PL 6"6"

TOP OF SLABEL. 1334'-1"

CONC. STEPS

3/8" Ø TAPCONS

6" METAL STUDS@ 16" O.C.

EXIST. CONC. SLABON MTL. DECK

W10 BEAM HSS 4x4x1/4, REMOVE EXIST. CMUAS REQ'D FOR INSTALLATION,SEE DETAIL 20/SS106

3/4" PL W/ 4 - 3/4" ØA325 BOLTS

5/16" SHEAR TABW/ 3- 3/4" Ø BOLTS

EXIST. W21

T.O.S.

EL. 1348'-3"

T.O. EXIST. STL.

EL. 1345'-5 1/8"

(E) PREFABBRICK PANEL (E) 8" CMU

L4x4MTL DECK

CL COL

EXIST. W21

HSS 12x4

L4x4x1/2x4

3/8" END PL

1/4".

1356'-2 1/8"EXIST. PENTHOUSE FLOOR


EXIST. FACE BRICK

EXIST. METAL STUDS

EXIST. STL. BEAM

EXIST. SLAB

8" CMU

CUT EXIST. STUDS ANDCHANNELS ABOVE EXIST. FLOOR

EXIST. CONN.TO REMAIN

CUT CMU@ CONN.

8"

CONN. TO TRACK(BY PANEL MANUF.)

16 GA. DEEP LEG TRACKOVER EXIST. STUDS AND CHANNELS

T.O.W.1352'-9"


PREFABRICATEDBRICK PANEL

1 1/2" MTL. DECK

W18

L4x4x5/16 CONT.

CONNECTOR (BY PANEL MANUF.)

NOTE: WEIGHT OF PANELSUPPORTED BY THISCONNECTION

6



1 1/2" MTL. DECK

W14HSS 5x5 STUB COLUMN,WELD TO CAP PL

EXIST. W14 COL.

EXIST. PENTHOUSE ROOF

TYP. SHEAR PL CONN., SEE DET. 3/SS105

W10

3/4" CAP PL, WELD TO(E) COL, SIM. TO 6/SS105

L4x4x5/16 CONT.



6A

PREFABRICATEDBRICK PANEL

6" MTL. STUDS @ 16" O.C.

W10

1 1/2" MTL. DECK

EXIST.PENTHOUSE ROOF

EXIST. WALL

L4x4x5/16 CONT.

CONNECTOR(BY PANEL MANUF.)

9


(E) MTL ROOF DECK

(E) L5x5

(E) W18

L4x4x5/16 CONT.

1 1/2" MTL ROOF DECK

(E) WALL

W10

1' - 8"

(E) W14 COL.

(E) WALL

(E) STL BEAM

(E) W18

(E) 1 1/2" MTL DECK L4x4x5/16 CONT.

1 1/2" MTL. ROOF DECK

W10 W14

TYP. SHEAR PL CONN., SEE DET. 3/SS105

(E) CONN.)

G


(E) MTL. DECK 1 1/2" MTL. DECK

TYP. SHEAR PL CONN.,SEE DET. 3/SS105

W10(E) W18

5/8 12" O.C..

PL 1/4x4 CONT. W/3/8" x 6" HEADEDSTUDS @ 24" O.C. EXISTING 7TH FLOOR

1320'-6 1/8"

9

W8

2"-20 GA. COMPOSITEMETAL DECK

5 1/4" CONC. SLAB W/6x6-W2.1xW2.1 WWF(MATCH EXIST, FIELD VERIFY)

EXIST. W21

EXIST. SLAB

L4x4x1/4 WELD TOEXIST. POUR STOP

(E) W 14 COL.

PL 5/16x4x5 1/2" W/2-3/4" Ø A325 BOLTS

C9

1/4.

11A

(E) W21

C9x13.4

FACE OF (E) CMU WALL

CONC. SLABOVER MTL. DECK

L4x3x1/4

3/8" x 4" HEADEDSTUDS @ 16" O.C.

T.O. EXIST. STL.EL. 1345 '-5 1/8"

C9x13.4

FACE OF (E) CMU WALL


L4x3x1/4

5/8" Ø ADHESIVEANCHORS @ 24" O.C.

3/8" x 4" HEADEDSTUDS @ 16" O.C. PL 5/16x4x5 1/2" W/

2-3/4" Ø A325 BOLTS

C12(E) W18

1/4.

EXISTING 7TH FLOOR1320'-6 1/8"

(E) W10

(E) SLAB OVER MTL. DECK 5 1/4" CONC. SLAB(MATCH EXIST., FIELD VERIFY)

L4x4x1/4

2"-20 GA. COMPOSITE MTL DECK

1/4 3@12.

(E) SLAB& MTL. DECK

(E) W14

CONC. SLAB W/ MTLDECK TO MATCH EXIST.

3"

SAWCUT (E) SLAB


farris-usa.com



Fax: 402.291.9193

Calvin

Phone:402.291.6941

rchitects, P.C.

Elkhorn,

L3705 orthN

A

68022treet

Nebraska

H200th S

. INZ





prohibited.


DRS



1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321VA FORM 08-6231

one quarter inch =

one foot

84

00


one foot

04

one half inch =

one foot


20

6"6"

02

one inch =

one foot


one foot

6"0

16"

three inches =

one foot

04

816



Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title


Drawing Title

101

1.

2.

635-3411

F




SS105

Details

MARCH 6, 2015

1" = 1'-0"SS1051 COLUMN BRG. @ EXIST. BEAM

1" = 1'-0"SS1052 WALL SECTION

1" = 1'-0"SS1053 TYP. SHEAR PL CONN.

1" = 1'-0"SS1054 TYP. BEAM CONNECTIONS

1" = 1'-0"SS1056 COLUMN BRG. DET.

1" = 1'-0"SS1057 DETAIL @ 8TH FLOOR

1" = 1'-0"SS1058 WALL BRG. DETAIL

1" = 1'-0"SS1055 FRAMING DETAIL

1" = 1'-0"SS1059 DET. @ STAIR 14

1" = 1'-0"SS10510 PENTHOUSE DETAIL

3/4" = 1'-0"SS10511 TYP. FRAMING @ ROOF

3/4" = 1'-0"SS10512 ROOF FRAMING AT EXIST.

3/4" = 1'-0"SS10513 ROOF FRAMING DET.

1" = 1'-0"SS10514 ROOF FRAMING DET

1" = 1'-0"SS10515 ROOF FRAMING @ EXIST. COL.

1" = 1'-0"SS10516 ROOF FRAMING DET.

1 1/2" = 1'-0"SS10517 TYP. DECK BRG.

1" = 1'-0"SS10519 DETAIL @ STAIR 14

1" = 1'-0"SS10520 STAIR FRAMING DET.


1" = 1'-0"SS10522 STAIR FRAMING DET


1" = 1'-0"SS10524 DETAIL @ STAIR 14

11

1" = 1'-0"SS10518 DET. @ STAIR 14

T.O.S.- PENTHOUSE ROOF1366'-4"

T.O. PENTHOUSE WALL1369'-7"

W18

L4x4x5/16 CONT.

1 1/2" METAL DECK


8" CMU W/ #5 @ 48" O.C.


8TH FLOOR1334'-1"

9 10 11 11A

T.O.S.- PENTHOUSE ROOF1366'-4"

9A


T.O. PENTHOUSE WALL1369'-7"

PENTHOUSE FLOOR (PREVIOUS ROOF SLAB)1356'-2 1/8"

PENTHOUSE FLOOR1356'-2 1/8"

PENTHOUSE FLOOR-PREVIOUS TOP OF ROOF SLAB1356'-2 1/8"

EXIST. 8TH FLR. & STAIR LANDING1332'-5 1/8"

T.O.CC1334'-1"

W10X17W12X26

W21X44 W18X35 W18X35

HSS

4X4X

3/8

HSS

4X4X

3/8

HSS

4X4X

3/8

(E)W12X26

(E)W21X44

(E)W10X17

(E)W18X35(E)W18X35

(E) W

14x9

0

(E) W

14x9

0

(E)W21X62

(E)W21X62

(E)W21X44

(E)W21X62

HSS 5X5x1/4

MACHINE BEAM

(E)W18X46

(E)W18X46

(E)W14X43

(E)W18X40(E)W21X44

6" MTL. STUDS @ 16" O.C.

(E)W21X44

(E)W18X40

(E)W18X35

(E)W21X44

1338' - 4"STAIR LANDING

1344' - 4"

STAIR LANDING

(E)W14X22

1350' - 2"STAIR LANDING

R @ 6 1/2"11R @ 6 1/2"11R @ 6 1/2"11

W10X17 W10X17

ROOF HATCHOPENING


C12X20.7

C12X20.7

C12X20.7

3/8" WEB STIFF.

W18 HOIST BEAM

1345' - 10 3/8"

MACHINE ROOM FLOOR

SS1057


STEEL COLUMN

STEEL BEAM

1/2" PL

1/4.

FULL PENT&B FLANGE .


STEEL COLUMN

STEEL BEAM

1/2" PL

1/4

.

.

BEAM TO COL. WEB BEAM TO COL. FLANGE

FULL PENT&B FLANGE

8" CMU W/#5 @ 48" O.C.

PL 1/2x6x2'-0" W/2- 3/4" Ø x 18" LONGANCHOR RODS

1 1/2" NON-SHRINK GROUTHOIST BEAM

GROUT BEAMPOCKET FULL

(E) W21

C12

L4x4x1/4x4

3-3/4" Ø BOLTS

1/4.

1345' - 10 3/8"MACHINE ROOM FLOOR

5 1/

4"

PENTHOUSE FLOOR1356'-2 1/8"

C12

(E) CONC. SLABON MTL. DECK

(E) W10

L3x2x1/4

L3x3x1/4x5 1/2

2-3/4" Ø BOLTS

1/4" CLOSURE PL PENTHOUSE FLOOR1356'-2 1/8"

(E) W10

(E) CONC. SLABOVER MTL. DECK

1/4" BENT PL

CONC. FILL

C12

CONC. SLAB W/ MTL. DECK

C12

1/4.

L3x3x1/4 W/2-3/4" Ø BOLTS

CONC. SLABW/ MTL. DECK

C12

C12

2-3/4" Ø BOLTS

L3x3x1/4x5 1/2"

.

1/4L3x3x3/8x3"

3/4" Ø x 12"ANCHOR ROD

1 1/2" NON-SHRINK GROUT

C12

GROUT WALL SOLIDBELOW BEAM BRG.

3" BRG.

1 1/4"

C12

.

8" CMU

1/4" CAP PL

HSS 4x4 COL.

W18

TYP. SHEAR TAB,DET. 3/SS105

11A

(E) COLUMN

C9

L4x4x1/4x5 1/2 W/2-3/4" Ø BOLTS

1/42" RETURNS, T&B.

8TH FLOOR1334'-1"

T.O.CC1334'-1"

(E) CONC. SLAB ON MTL. DECK

W10

1/4" Ø TEKS @ 24" O.C.

REMOVE EXIST. SLAB

B1

HSS 5x5 COL.

3/4" CAP PL W/4-3/4" Ø BOLTS

(E) W12

1" BRG. PL

MACHINE BEAM

2-L3 1/2x3 1/2x1/4

PL 1/2x5

.

1" GROUT

GROUT DECK FLUTESUNDER BEAM BRG.

1/4

.

1/4

PLAN

3/8" STIFF.

EXIST BEAM EXIST BEAM EXIST BEAM EXIST BEAM

L3x3

x1/4

L3x3

x1/4

L3x3

x1/4

L3x3

x1/4

L4x4x1/4

L3x3x1/4

CEILING

HT.

VAR

IES

, CO

OR

D. W

/ AR

CH

.

EXIST. CONC. SLAB ON MTL. DECK

.

1/4TYP

PROVIDE 1-BRACE AT EACH LINE OF SUPPORT

HSS 3x3

3/4" CAP PL W/2-3/4" Ø BOLTS

C9 TYP. SHEAR PLCONN. 3/SS105

8TH FLOOR1334'-1"

T.O.CC1334'-1"

C12

EXIST. SLABON MTL. DECK

EXIST. SLAB,TO BE REMOVED

1/4" Ø TEKS@ 24" O.C.

HSS 3x3

3/4" CAP PLW/ 4- 3/4" Ø BOLTS

EXIST. SLAB

L4x4x1/4, WELD TO(E) BENT PL

CONC. SLAB ONMTL. DECK

WELD 1/4x4" PL TOBEAM FOR DECK BRG.

(E) W10

HSS 4x4x1/4, REMOVE EXIST.CMU AS REQ'D FORINSTALLATION, SEE DET. 20/SS106

EXIST. W21

T.O.S.

EL. 1348'-3"

T.O. EXIST. STL.

EL. 1345'-5 1/8"

(E) PREFABBRICK PANEL

(E) 8" CMU


EXIST W21


W8

C

B1

FOR MORE INFORMATIONSEE DETAIL 5/SS105

3"

(E) CMU WALL

COLUMN

INFILL POCKET W/SOLID MASONRYAND GROUT

8" CMU BOND BEAMW/ 2-#5 CONT.(REINF. NOT SHOWN)

1/4" BENT PL ANCHOR @EA. END OF EA. BONDBEAM, WELD TO COLUMN

3"

2' - 0"

1"

8" CMU

1/2" x 6" HEADEDSTUDS @ 24" O.C.

EXIST. STEEL BEAM

C12 @ LANDING

HSS

3x3

CO

L.

HSS

3x3

CO

L

L2 1/2x2 1/2x1/4

1/4TYP..

7th FLOOR

1-NEAR SIDE1-FAR SIDE

CANTILEVER C12

HSS 5x5 MACHINEBEAM SUPPORT

BASE PL 3/4x6x6

EXIST. W21

3/8" STIFF. PL

1/4.

(E) STEEL BEAM

WT 6x17.5 1/4 3@12.


farris-usa.com



Fax: 402.291.9193

Calvin

Phone:402.291.6941

rchitects, P.C.

Elkhorn,

L3705 orthN

A

68022treet

Nebraska

H200th S

. INZ





prohibited.


DRS



1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321VA FORM 08-6231

one quarter inch =

one foot

84

00


one foot

04

one half inch =

one foot


20

6"6"

02

one inch =

one foot


one foot

6"0

16"

three inches =

one foot

04

816



Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title


Drawing Title

101

1.

2.

635-3411

F




SS106

Details

MARCH 6, 2015

3/4" = 1'-0"SS1062 PENTHOUSE ROOF FRAMING DET.

1/4" = 1'-0"SS1061 PENTHOUSE SECTION

1" = 1'-0"SS1063 TYP. MOMENT CONN. DETAIL

1" = 1'-0"SS1064 BEAM BRG. DETAIL




1" = 1'-0"SS1068 TYP. STAIR FRAMING DET.

1" = 1'-0"SS1069 TYP. STAIR FRAMING DET.




1" = 1'-0"SS10613 SLAB EDGE DETAIL

1" = 1'-0"SS10614 MACHINE BEAM FRAMING DET.

1/2" = 1'-0"SS10615 TOILET PARTITION FRAMING DETAIL

1" = 1'-0"SS10616 STAIR 14 DET.

12


1" = 1'-0"SS10618 STAIR 14 DET.

1" = 1'-0"SS10619 BRACE DETAIL

1" = 1'-0"SS10620 COL PLACEMENT DET.

1" = 1'-0"SS10621 TYP. MASONRY ANCHOR DETAIL

1" = 1'-0"SS10622 TYP. CMU BRG. DETAIL

No ScaleSS10623 X-BRACING DETAIL

1" = 1'-0"SS10624 COLUMN BRG. DETAIL

1" = 1'-0"SS10625 BEAM REINF. DETAIL

GENERAL STRUCTURAL NOTES

DESIGN CRITERIA:

DESIGN CODE: 20012 IBC

SNOW LOAD:GROUND SNOW LOAD Pg = 10 PSFEXPOSURE FACTOR Ce = 1.0IMPORTANCE FACTOR I = 1.5RAIN ON SNOW (SLOPE =<1/2:12) = 5 PSF

WIND LOAD:BASIC WIND SPEED V = 120 MPHEXPOSURE CATEGORY C

SEISMIC LOAD:Ss = 0.266S1 = 0.077SDS = 0.213SD1 = 0.088IMPORTANCE FACTOR I = 1.5SITE CLASSIFICATION CLASS CSEISMIC DESIGN CATEGORY C

FLOOR LIVE LOAD:CORRIDORS = 100 PSFEXIT FACILITIES = 100 PSF

ROOF LIVE LOAD: = 20 PSF

GENERAL PROJECT NOTES

1. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THECONTRACTOR PRIOR TO FABRICATION OR CONSTRUCTION.

2. THE ARCHITECT SHALL BE NOTIFIED IN WRITING OF ANY EXISTING CONDITIONS WHICH DIFFER FROMTHOSE SHOWN ON THE CONTRACT DOCUMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE EXISTING BUILDING DURINGTHE EXECUTION OF THE CONTRACT.

4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE SHORING AND BRACING TO PROTECT THEEXISTING STRUCTURE AND UNFINISHED NEW CONSTRUCTION.

SPECIAL INSPECTIONS:

1. PROVIDE SPECIAL INSPECTIONS AS REQUIRED IN ACCORDANCE WITH THE INTERNATIONAL BUILDINGCODE FOR THE FOLLOWING: REINFORCED CONCRETE (TABLE 1704.4), STRUCTURAL MASONRY (TABLE1704.5.1, LEVEL 1), AND STRUCTURAL STEEL (TABLE 1704.3).

2. PROVIDE THE SPECIAL INSPECTOR 48 HOURS PRIOR NOTICE FOR THE SPECIAL INSPECTIONS.

CONCRETE AND REINFORCING STEEL:

1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 "SPECIFICATIONS FORSTRUCTURAL CONCRETE FOR BUILDINGS" UNLESS NOTED OTHERWISE.

2. CONCRETE CLASSES AND USAGES:

A.CONCRETE FILL OVER METAL DECK (INTERIOR SLABS):- MINIMUM COMPRESSIVE STRENGTH; 3500 PSI AT 28 DAYS- MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO; 0.45- SAND/GRAVEL AGGREGATE- SLUMP RANGE BETWEEN 2" AND 4"- NO ENTRAINED AIR

3. FLY ASH MAY BE USED UP TO 25%, BY WEIGHT, OF CEMENTITIOUS MATERIAL. FLY ASH SHALL NOT BEUSED IN SLABS WITH EXPOSED CONCRETE FINISH.

4. NON-SHRINK GROUT SHALL BE CEMENTITIOUS STRUCTURAL GROUT AND SHALL NOT CONTAIN METALLICMATERIAL OR CHLORIDES. MINIMUM COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, 3,000 PSI AT 1DAY, 5,000 PSI AT 7 DAYS AND 6,000 PSI AT 28 DAYS.

5. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL MECHANICAL AND ELECTRICAL SLEEVES ANDALL UTILITY LOCATIONS PRIOR TO PLACEMENT OF CONCRETE.

6. ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60.

7. WELDED STEEL WIRE FABRIC SHALL BE ASTM A-185, PLAIN TYPE AND FINISH, FLAT SHEETS.

8. ALL REINFORCING SHALL BE CONTINUOUS OR SHALL LAP 56 BAR DIAMETERS UNLESS NOTEDOTHERWISE.

9. ALL CONCRETE SLABS OVER METAL DECK SHALL BE REINFORCED WITH 6 x 6 – W2.1 x W2.1 WWFUNLESS NOTED OTHERWISE.

10. FLOOR FINISH TOLERANCES FOR SLABS ON GRADE SHALL BE IN ACCORDANCE WITH ACI 117,STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS. THE F-NUMBER SYSTEM SHALL BE USED WITH A FLATNESS OF 30 AND A LEVELNESS OF 20 MEASURED INACCORDANCE WITH ASTM E 1155-87.

11. WHERE THE SPACING OF SLAB REINFORCING IS CALLED OUT AS "ON CENTER (O.C.)", PLACE THEFIRST BAR 3" FROM THE EDGE OF THE SLAB.

12. ALL REINFORCING STEEL SHALL BE EITHER CONTINUOUS OR DOWELED THROUGH CONSTRUCTIONJOINTS. DOWELS SHALL BE THE SAME SIZE AND SPACING AS SCHEDULED REINFORCING AND SHALL LAP56 BAR DIAMETERS.

13. CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:MINIMUM COVER (INCHES)

EXPOSED TO EARTH OR WEATHER#5 BARS AND SMALLER --------------------------------------------------------------- 1 ½#6 THROUGH #18 BARS ----------------------------------------------------------------- 2

NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH,SLABS, WALLS AND JOISTS

#11 BARS AND SMALLER ------------------------------------------------ ¾

14. THE CONTRACTOR SHALL SUBMIT CONCRETE REINFORCING STEEL SHOP DRAWINGS TO THEARCHITECT.

CONCRETE AND BRICK MASONRY:

1. CONCRETE MASONRY UNITS SHALL BE STANDARD WEIGHT. HOLLOW UNITS SHALL CONFORM TO ASTMC 90 AND SOLID UNITS SHALL CONFORM TO ASTM C 55, GRADE N. MASONRY COMPRESSIVE STRENGTH(f'm) SHALL NOT BE LESS THAN 1500 PSI.

2. ALL MORTAR SHALL CONFORM TO ASTM C-270, TYPE S OR M.

3. FULL MORTAR COVERAGE SHALL BE MADE ON THE FACE SHELLS AND ON THE WEBS SURROUNDINGCELLS TO BE GROUTED.

4. GROUT SHALL CONFORM TO ASTM C-476.

5. GROUT FOR FILLING BLOCK CELLS SHALL BE COURSE AGGREGATE GROUT, WITH A MINIMUM STRENGTHOF 3,000 PSI AT 28 DAYS AND A SLUMP RANGE BETWEEN 8" AND 10".

6. GROUT OR MORTAR ADMIXTURES ARE NOT ALLOWED WITHOUT APPROVAL OF THE ENGINEER.

7. ALL MASONRY WALLS SHALL HAVE GALVANIZED HORIZONTAL JOINT REINFORCEMENT AT 16" O.C.VERTICAL SPACING. REINFORCEMENT SHALL BE LADDER TYPE WITH 9 GAGE SIDE RODS AND CROSSRODS. REINFORCEMENT SHALL BE LAPPED AT ALL SPLICE LOCATIONS PER MANUFACTURERRECOMMENDATIONS. PROVIDE PREFABRICATED CORNER SECTIONS AND 'T' SECTIONS AT INTERSECTINGWALLS UNLESS NOTED OTHERWISE.

8. ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60.

9. VERTICAL REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS AT ALL SPLICES. BARS SHALL EXTEND6 INCHES VERTICALLY INTO BOND BEAMS.

10. ALL MASONRY SHALL HAVE OVERLAPPING MASONRY BONDING AT CORNERS AND WALLINTERSECTIONS. BOND BEAMS SHALL HAVE CORNER BARS TO MATCH BOND BEAM REINFORCING.

11. VERTICAL CONTROL JOINTS FOR CONCRETE MASONRY UNITS SHALL NOT EXCEED 30 FEET O.C ANDSHALL NOT EXCEED 6'-0" FROM CORNERS. HORIZONTAL JOINT REINFORCING SHALL BE DISCONTINUOUS ATCONTROL JOINTS.

12. THE CONTRACTOR SHALL SUBMIT STRUCTURAL MASONRY REINFORCING STEEL SHOP DRAWINGS TOTHE ARCHITECT.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THEAISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEELBUILDINGS" AND THE "CODE OF STANDARD PRACTICE", LATEST EDITIONS.

2. ALL WIDE FLANGES SHALL BE ASTM A992, GRADE 50, UNLESS NOTED OTHERWISE. CHANNELS,ANGLES AND PLATE MATERIAL SHALL BE ASTM A36.

3. ALL STRUCTURAL PIPES SHALL BE ASTM A53, GRADE B, FY = 35 KSI.

4. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) SHALL BE ASTM A500, GRADE B, FY = 46KSI.

5. ALL STRUCTURAL STEEL BOLTS SHALL BE 3/4" DIAMETER ASTM A325N, UNLESS NOTED OTHERWISE.

6. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS D.1.1,LATEST EDITION.

7. ALL WELDS SHALL BE MADE WITH E70 ELECTRODES.

8. STEEL SHALL BE THOROUGHLY CLEANED OF MILL SCALE PRIOR TO APPLICATION OF THE PRIMER INACCORDANCE WITH SSPC SP-2 OR SP-3.

9. SHOP PAINT STRUCTURAL STEEL WITH ONE COAT, 2 MILS OF FABRICATOR'S STANDARD PRIMER.DO NOT PAINT THE CONTACT SURFACES OF FIELD WELDED CONNECTIONS OR OF STEEL IN CONTACTWITH CONCRETE.

10. STANDARD AISC CONNECTIONS SHALL BE USED UNLESS SHOWN OTHERWISE. NO CONNECTIONSHALL HAVE LESS THAN TWO BOLTS OR AN EQUIVALENT WELD.

11. BRACING MEMBERS SHALL BE FRAMED TO THE CENTERLINE OF THE BEAMS AND COLUMNS AT THECONNECTION UNLESS NOTED OTHERWISE.

12. GALVANIZED STEEL SHALL BE SURFACE PREPARED BY CAUSTIC CLEANING, ACID PICKLING, ANDFLUXING, AND SHALL BE HOT DIP GALVANIZED ACCORDING TO ASTM A123, "STANDARD SPECIFICATIONFOR ZINC (HOT DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS".

13. THE CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL SHOP DRAWINGS TO THE ARCHITECT.

STEEL STAIRS:

1. STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THEAISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEELBUILDINGS" AND THE "CODE OF STANDARD PRACTICE", LATEST EDITIONS.

2. ALL WIDE FLANGES SHALL BE ASTM A992, GRADE 50, UNLESS NOTED OTHERWISE. CHANNELS,ANGLES AND PLATE MATERIAL SHALL BE ASTM A36.

3. ALL STAIR STRINGERS SHALL BE C12X20.7 UNLESS NOTED OTHERWISE.

4. STAIR TREADS SHALL BE LIGHTGAGE METAL PANS WITH CONCRETE FILL.

5. THE CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL STAIR SHOP DRAWINGS TO THE ARCHITECT.

STEEL DECK:

1. STEEL DECK SHALL CONFORM TO THE STEEL DECK SPECIFICATIONS AND LOAD TABLES OF THESTEEL DECK INSTITUTE (SDI).

2. THE STEEL ROOF DECK SHALL BE 1 1/2" DEEP, 20 GAGE, TYPE B.

3. METAL DECKING SHALL BE CONTINUOUS OVER THREE OR MORE SPANS.

4. FASTEN DECK WITH 5/8" PUDDLE WELDS AT 36/4 PATTERN AND WELDED WASHERS ASRECOMMENDED BY MANUFACTURER.

5. METAL DECK SHALL HAVE A MINIMUM OF #10 TEK SCREWS AT 12" O.C. FOR SIDELAP FASTENERS.SIDELAPS OF COMPOSITE FLOOR DECK WITH SPANS OVER 5 FEET SHALL HAVE A MINIMUM OF #10 TEKSCREWS AT 36” O.C.

6. METAL ROOF AND FLOOR DECK SHALL BE GALVANIZED. WHERE WELDING HAS DAMAGED THE DECKCOATING, THE COATINGS SHALL BE REPAIRED IN THE FIELD.

7. THE CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL DRAWINGS THE LOCATION OF ALLOPENINGS CUT THROUGH METAL DECK.

8. ALL HOLES IN THE METAL DECK GREATER THAN 6" BUT LESS THAN 12" WIDE SHALL BE FRAMED ONTWO SIDES WITH L2x2x1/4 ANGLES EXTENDING 2 FLUTES BEYOND THE OPENING.

9. THE CONTRACTOR SHALL SUBMIT STEEL DECK SHOP DRAWINGS TO THE ARCHITECT.

LIGHT GAGE STEEL FRAMING:

1. WORK SHALL MEET THE REQUIREMENTS OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI),'DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS', LATEST STANDARDS.

2. ALL GALVANIZED LIGHT GAGE STEEL MEMBERS SHALL BE FORMED FROM STEEL HAVING AGALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM A653.

3. WALL STUDS AT BEARING WALLS SHALL BE 'C' SHAPED, 6" DEEP @ 16" O.C. WITH 1 5/8" FLANGESAND ½" MINIMUM LIPS, 20 GAGE THICK, AND Fy = 33 KSI, UNLESS NOTED OTHERWISE.

4. WALL STUD TRACKS SHALL BE 20 GAGE THICKNESS WITH Fy = 33KSI AND THE TRACKS SHALLMATCH THE WIDTH OF STUD WALL SPECIFIED.

5. CONNECTIONS FOR LIGHT GAGE STEEL MEMBERS SHALL BE STANDARD DETAILS ASRECOMMENDED BY THE LIGHT GAGE STEEL MANUFACTURER UNLESS NOTED OTHERWISE.

6. FASTENING OF LIGHT GAGE STEEL MEMBERS SHALL BE WITH SELF-TAPPING SCREWS OR WELDING.SELF-TAPPING SCREWS SHALL BE NO. 8 UNLESS NOTED OTHERWISE. SELF-TAPPING SCREWS SHALLHAVE A MINIMUM SPACING OF ¾" AND A MINIMUM EDGE DISTANCE OF ¾" UNLESS NOTED OTHERWISE.

7. FASTENING OF LIGHT GAGE STEEL FRAMING TO STRUCTURAL STEEL SHALL BE WITH MINIMUM #12SELF DRILLING SELF TAPPING SCREWS OR WITH MINIMUM 0.177 INCH SHANK DIAMETER POWDERDRIVEN FASTENERS UNLESS NOTED OTHERWISE.

8. FASTENING OF LIGHT GAGE STEEL RUNNING TRACK TO CONCRETE SLAB SHALL BE WITH TWO ( 2 ) -1/4" x 1 ¼" SCREW ANCHORS AT 32" O.C. FASTENING OF LIGHT GAGE STEEL FRAMING TO OTHERCONCRETE OR GROUTED SOLID MASONRY SHALL BE WITH MINIMUM 3/16" x 1 ¼" SCREW ANCHORUNLESS NOTED OTHERWISE. APPROVED CONCRETE / MASONRY SCREW ANCHORS SHALL BE: a. TAPCON ANCHOR, BY ITW RAMSET / REDHEAD, b. TAPCON ANCHOR, BY FASTENAL COMPANY, c. KWIK-CON II+ FASTENING SYSTEM, BY HILTI, d. OR AN APPROVED EQUAL.

9. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULARMEMBERS. MEMBERS SHALL BE HELD IN PLACE UNTIL PROPERLY FASTENED.

10. LIGHT GAGE STEEL STUDS SHALL HAVE FULL BEARING AGAINST TOP AND BOTTOM TRACK WEB.STUDS SHALL BE SECURELY ATTACHED TO THE FLANGE OR WEB OF BOTH TOP TRACK AND BOTTOMTRACK UNLESS NOTED OTHERWISE.

11. SPLICES ARE NOT ALLOWED IN STUD MEMBERS.

12. THE CONTRACTOR SHALL SUBMIT LIGHT GAGE STEEL FRAMING SHOP DRAWINGS TO THEARCHITECT.

FASTENERS:

1. ALL EXPANSION ANCHORS SHALL BE THE SIZE AND EMBEDMENT AS SHOWN ON THE DRAWINGS.WHEN EMBEDMENT IS NOT SHOWN ON THE DRAWINGS, THE EMBEDMENT SHALL BE THE STANDARDEMBEDMENT AS RECOMMENDED BY THE MANUFACTURER.

2. THE PLACEMENT OF EXPANSION BOLTS IN MASONRY HEAD JOINTS OR 'T' JOINTS SHALL BE AVOIDEDIF POSSIBLE. EXPANSION BOLTS SHALL HAVE A MINIMUM OF 8" OF GROUT AROUND ALL SIDES OF THEBOLTS.

3. APPROVED EXPANSION ANCHORS SHALL BE: a. KWIK BOLT 3 EXPANSION ANCHOR BY HILTI, b. TRUBOLT WEDGE ANCHOR BY ITW RAMSET / REDHEAD, c. OR AN APPROVED EQUAL.

4. ALL ADHESIVE ANCHORS SHALL BE THE SIZE AND EMBEDMENT AS SHOWN ON THE DRAWINGS.WHEN EMBEDMENT IS NOT SHOWN ON THE DRAWINGS, THE EMBEDMENT SHALL BE THE STANDARDEMBEDMENT AS RECOMMENDED BY THE MANUFACTURER.

5. APPROVED ADHESIVE ANCHORS SHALL BE: a. HY-200 INJECTION ADHESIVE ANCHOR INTO SOLID CONCRETE OR SOLID MASONRY BLOCK,

BY HILTI, b. HY-70 INJECTION ADHESIVE ANCHOR WITH SCREEN TUBE INTO HOLLOW MASONRY BLOCK OR

SOLID BRICK WITH VOIDS, BY HILTI, c. EPCON ADHESIVE ANCHOR SYSYEM WITH CERAMIC 6 EPOXY INTO SOLID CONCRETE OR SOLID

MASONRY, BY ITW RAMSET / REDHEAD, d. EPCON ADHESIVE ANCHOR SYSYEM WITH CERAMIC 6 EPOXY WITH SCREEN TUBES INTO HOLLOW

MASONRY BLOCK OR SOLID BRICK WITH VOIDS, BY ITW RAMSET / REDHEAD, e. OR AN APPROVED EQUAL.

DEMOLITION:

1. PRIOR TO REMOVAL OF THE EXISTING SUPPORTING STRUCTURE, ADEQUATELY SHORE THEEXISTING PORTIONS SO THAT NO MOVEMENT OCCURS. MAINTAIN THE EXISTING LINES ANDELEVATIONS AFTER PERMANENT SUPPORTS ARE IN PLACE.

L4x4x1/4"

4'-0" MAX.

5'-0" MAX.

L3x3x1/4"

L4x4x1/4"

L4x4x1/4

JOIST

L5x5x1/2x6"

1/4.

BEAM

BEAM

VERIFY THE SIZE & LOCATION OFOPENING W/ THE MECHANICALCONTRACTOR PRIOR TO FABRICATION

CLIP ANGLES,FIELD WELD IN PLACE.

L3x3x1/4"


farris-usa.com



Fax: 402.291.9193

Calvin

Phone:402.291.6941

rchitects, P.C.

Elkhorn,

L3705 orthN

A

68022treet

Nebraska

H200th S

. INZ





prohibited.


DRS



1 2 3 4 5 6 87 9

A

B

C

D

E

F

97 8654321VA FORM 08-6231

one quarter inch =

one foot

84

00


one foot

04

one half inch =

one foot


20

6"6"

02

one inch =

one foot


one foot

6"0

16"

three inches =

one foot

04

816



Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title


Drawing Title

101

1.

2.

635-3411

F




SS107

General Notes & Details

MARCH 6, 2015 13

No ScaleSS1071 TYP FRAMING @ ROOF OPN'G

architect/engineers: - va vendor portal

Documents