SIM.

TYP @J.G. BRG.

HI

12117.0

A

B

C

D

G

E

F

H

8.0 9.0 10

15'-0

"15

'-0"

26'-0

"42

'-0"

42'-0

"42

'-0"

42'-0

"

42'-5" 46'-5" 40'-0" 36'-11" 36'-11"

W27

X84

(+2

1/2)

W27

X84

(+2

1/2)

MF-

1

MF-

1

12K

1

(8) EQUAL SPACES (8) EQUAL SPACES (7) EQUAL SPACES (7) EQUAL SPACES (6) EQUAL SPACES1'-5"

MC6x12 ON TOP OF DECK.TYPICAL AT MECH. UNITS.SEE DETAILS ON SHET S4.0

PROVIDE ANGLE FRAMING AT DUCTOPENING. SEE TYPICAL DETAIL ONSHEET S4.0. TYPICAL AT MECH.UNITS. GENERAL CONCTRACTOR TOCOORDINATE EXACT LOCATIONS OFFRAMING WITH MECHANICALCONTRACTOR.

MFC-1

S5.01

S5.02

A.3

A.2

GRILLAGE BEAMW8x31x3'-0" LG.TYP. @ J.G. BRG.

10S4.1

10

S4.1

4

S4.1

3

S4.1

3

S4.1

6S4.1

5S4.1

5

S4.1

B.2

B.3

A.4

10.1 10.39.79.88.98.7

28K9 28K9 28K9

28K

9

28K

9

28K

9

28K

9

28K

CS

4

18K4

18K

4

18K

418K418K418K4

18K

4

18K

4

18K

CS

3

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

12K

1

22K5

22K

5

22K

5

28K

CS

4

28K

CS

4

28K

9

28K

9

28K

9

28K

9

28K

9

28K

9

28K

CS

4

28K

CS

4

28K

CS

4

28K

9

28K

9

UNO.C-1

TYP.

MFC-1

MFC-1

MFC-1

28K9 28K9 28K9 28K9

28K

9

28K

9

28K

9

28K

9

28K

9

28K

9

28K

9

28K

9

28K9 28K9

28K

9

28K

9

28K

9

28K

9

28K

9

28K

9

28K

9

28K

9

28K

9

28K

CS

428

K10

W24

X55

(+2

1/2)

28K

10

28K

10

28K

10

28K

10

W24

X55

(+2

1/2)

28K

10

28K

10

28K

10

W24

X55

(+2

1/2)

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

10

28K

1028K10

(+19'-3 1/2")

(+19'-10")

(+20'-8 1/2")

(+21'-7")

(+22'-5 1/2")

(+23'-4")

(+19'-0")

J/BRG EL

J/BRG EL

J/BRG EL

J/BRG EL

J/BRG EL

J/BRG EL

J/BRG EL

(+18'-8")

J/BRG EL

6'-6

1/2"

2'-8

3/4"

2'-1

0"

10'-8

"8"

2'-0" 2'-6" 7'-7" 24'-10" 7'-7" 2'-6" 2'-0"

+1.0k

+1.0k

+1.0k+2.0k

+2.0k+2.0k

+2.0k

+1.0k+2.0k

+2.0k+2.0k

+2.0k

40G 6N 13.0k40G 7N 13.0k40G 7N 13.0k40G 8N 13.0k40G 8N 13.0k

40G 8N 13.0k 40G 8N 13.0k 40G 7N 13.0k 40G 7N 13.0k 40G 6N 13.0k

40G 6N 11.0k40G 7N 11.0k40G 7N 11.0k40G 8N 11.0k40G 8N 11.0k

40G 8N 9.0k 40G 8N 7.0k 40G 7N 7.0k 40G 7N 7.0k 40G 6N 7.0k

40G 6N 13.0k40G 7N 13.0k40G 7N 13.0k40G 8N 13.0k40G 8N 13.0k

22K

5

1'-5"

L-X

WELD ROOF DECKTO W27 @ 6" O.C.

L-X

L-X

ROOF HATCH. SEE TYP.ROOF OPENING DETAILON SHEET S4.0. SEEARCH. FOR LOCATION

POST-UPC-1A

2S4.1

2S4.1

SEE HIGH ROOF FRAMINGAND VESTIBULE FRAMINGPLAN ON S2.1 FOR ADD'LINFO.

SEE TYPICAL INTERMEDIATECOLUMN ATTACHMENT DETAILSON S4.0 FOR BRACING SIZES.TYP OF (2) LOCATIONS. BEAMS @(+2 1/2")

28K

CS

4

28K

CS

4

28K

9

28K

9

28K

9

28K

9

28K

9

28K

9

28K

9

28K

CS

4

28K

CS

4

28K

CS

4

28K

9

18K

CS

3

18K

CS

3

18K

4

18K

4

18K

4

18K

4

B.1

+0.5k

+0.5k

+0.5k+0.5k

+0.5k+0.5k

+0.5k

+0.5k+0.5k

+0.5k

+12.0k

+0.5k+0.5k

9

S4.19

S4.1

9

S4.1

9

S4.1

METAL STUD FRAMEDBUMP-OUT TYP. (4) LOC.

2

S4.2

W10

X19

(+2

1/2)

W10

X19

(+2

1/2)

POST-UPC-1A

POST-UPC-1A

W24X55 W24X55 W24X55C-5C-5C-5 C-5

C-2 C-2 C-2C-2

2A

S4.2

1

S4.2

3

S4.2

3

S4.2

2

S4.2

2A

S4.2

W10X19(+2 1/2)W10X19(+2 1/2)

W10X19(+2 1/2)W10X19(+2 1/2)W10X19(+2 1/2)W10X19(+2 1/2)W10X19(+2 1/2)

W10X19(+2 1/2)W10X19(+2 1/2)W10X19(+2 1/2)

W10X19(+2 1/2)W10X19(+2 1/2)

2 2

2

2

2

2

2

2

2

2

2

22K

5

2

2

2

2

2

2

1200#RTU - 10

3400#RTU - 5 3400#

RTU - 7

3400#RTU - 8

4000#RTU - 6

2

2

2

2

2

2 2

22

2

+2.5k

2

2 2

www.FRCH.com311 Elm Street | Suite 600 | Cincinnati, OH 45202Telephone 513.241.3000 | Facsimile 513.241.5015

Contact Information

Sheet Issue Information

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Title

Drawn By:

Issued

Architecture p: (513) 241-3000

Structural p: (513) 579-8200

MEP p: (330) 659-6688

Owner p: (724) 273-3400Dick's Sporting Goods345 Court StreetCoraopolis, PA 15108

FRCH Architecture Inc.311 Elm Street, Suite 600Cincinnati, OH 45202

Thorson Baker & Associates2055 Reading Road, #280Cincinnati, OH 45202

Thorson Baker & Associates3030 W. Streetsboro RoadRichfield, OH 44286

Project No.

Interior Design p: (513) 241-3000FRCH Design Worldwide311 Elm Street, Suite 600Cincinnati, OH 45202

FRCH/Architecture, Inc., P.C.

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ROOF FRAMINGPLAN - F&S

TBA

S2.0b

# Description Date

1 Permit/Bid 12.07.20152 Revision 1 02.03.2016

N SCALE: 1/8" = 1'-0"

ROOF FRAMING PLAN - F&S

NOTES:

- ROOF CONSTRUCTION: 1 1/2"x22GA. WIDE RIB DECK (TYPE B) WELDED TO SUPPORTSTEEL. SEE TYPICAL ROOF DECK CONNECTION SCHEDULE. MINIMUM 3-SPANCONDITION (UNO).

- J/BRG = ROOF JOIST BEARING ELEVATION REFERENCED FROM SLAB ON GRADEELEVATION OF 0'-0"

- ROOF BEAM ELEVATION NOTED THUS (±) INDICATE TOP OF BEAM ABOVE OR BELOWJ/BRG ELEVATION NOTED.

- PROVIDE JOIST BRIDGING IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE (UNO).SEE TYPICAL DETAIL ON S4.0

- PROVIDE ADDITIONAL ROW OF BRIDGING AT 1st PANEL POINT OF ALL JOISTSSUBJECTED TO NOT UPLIFT LOADING - SEE GENERAL NOTES.

- COORDINATE ALL OPENINGS AND EDGE CONDITIONS WITH ARCHITECTURAL ANDMECHINICAL DRAWINGS. SEE SHEET S4.0 FOR TYPICAL OPENING DETAIL.

- SEE SHEET S0.1 & S0.2 FOR GENERAL NOTES.

- SEE SHEET S4.0 FOR TYPICAL DETAILS.

- L-X DENOTES STEEL LINTELS. COORDINATE WITH STRUCTURAL AND ARCHTICTURALSECTIONS SEE GENERAL NOTES ON ON S0.1 FOR MISC. LINTELS.

- MF-X DENOTES MOMENT FRAMES SEE S4.3 FOR MOMENT FRAME DETAILS.

- C-X DENOTES COLUMNS. SEE SHEET S2.0a FOR COLUMN SCHEDULE

- JOISTS ARE DESIGNED TO SUPPORT EQUIPMENT INDICATED ON PLAN. IF EQUIPMENTLOCATION VARIES OR WEIGHT EXCEEDS THAT NOTED THEN NOTIFY ENGINEER.

TYPICAL ROOF DECK CONNECTION SCHEDULE

PERPENDICULARTO SUPPORT

MARK ATTACHMENT

PARALLELTO SUPPORT

SEAMS

PUDDLE WELD AT 12" O.C.(36/4 PATTERN)

A PUDDLE WELD AT 12" O.C. (1)-#10 TEK SCREW PER SPAN

(4)-#10 TEK SCREWS PER SPANPUDDLE WELD AT 6" O.C.PUDDLE WELD AT 6" O.C.(36/7 PATTERN)

B

NOTES:

- ALL PUDDLE WELDS TO BE 5/8"Ø FUSION TYPE (UNO.).

- WELDS TO BE MADE FOLLOWING AWS D1.3 SPECIFICATIONSBY QUALIFIED WELDING OPERATORS.

- ALL DECK END LAPS TO BE A MINIMUM OF 2".

- SEE SECTIONS AND DETAILS FOR ADDITIONAL WELDSREQUIRED

2 2

A

B

BTYP. (UNO)

B

TYP

12'

2