10'-4" 13'-10" 15'-0" 14'-7" 6'-058" 11'-8" 8'-23

8"

1'-2"

17'-6" 34'-0"

19'-1

0"19

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11'-1

1 2"1'-

7 1/4"

13'-0

3/4"

10'-0

"14

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23'-2

1 2"

18'-9

"

4'-914"

W14

X22

W14X22

W12

X19

W14

X22

W12

X19

W18

X40

W18

X40

W16X31 W14X22

W14X22W16X31 W14X22

W18

X50

W18

X50

W18

X50

W18

X50

W18X50 W21X44 W21X44

W21

X44

W21

X44

W21

X44

W21

X44

22K418K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

20K3

20K3

14K1

W18X50 W18X50

22K4

22K4

22K4

22K4

22K4

22K4

22KCS2

22K4

W21X44

22K5

W18X50

W16

X31

W16

X31

W16

X31

W18

X35

W21

X44

W21

X55

W21

X55

22KCS2

22KCS2

22KCS2

22KCS2

22KCS2

22KCS2

W21X44

14K1

14K1

14K1

14K1

14K1

14K1

14K1

14K1

14KCS1

14K1

14K1

14KCS1

14KCS1

20KCS2

20KCS2

14K1

14K1

14K1

14K1

14K1

14K1

14K1

14K1

14K1

14K1

W14

X22

W14

X22

W14X22 W14X22

W21X44

W16

X31

1 1/2" 20 TYPE BGALV METAL ROOFDECK. SEE 1/S-5.5FOR ATTACHMENT

8S-5.5

TYP9S-5.5

8S-5.5

TYP

3S-5.5

TYP

3S-5.5

TYP

8S-5.5

TYP

7S-5.5

8S-5.5

TYP

3S-5.5

TYP

1 1/2" 20GA TYPE BMETAL ROOF DECK

NOTE 6

NOTE

6

NOTE

6NO

TE 6

NOTE

6NO

TE 6

NOTE

6NO

TE 6

NOTE

6

NOTE 6

3S-5.5

6S-5.4

6S-5.4

6S-5.4

5S-5.4

3S-5.4

3S-5.4

5S-5.4

RTU-4980 LBS

RTU-3980 LBS

CU-4360 LBS

CU-3360 LBS

CU-2360 LBS

CU-1360 LBS

RTU-1980 LBS

RTU-2950 LBS

SEE NOTE CTYP

CU-6250 LBS

9'-10

"8'-

1"

3" 20GA TYPE BMETAL ROOF DECKOVER ELEVATORHOIST WAY

W8X15 HOIST BM T/STLEL=27'-4"COORD LOCATION W/ELEVATOR SUPPLIER

3'-10

"

4'-0"TO POST

8'-11 1/2"

11S-5.3

SIM @ RAILS4

S-5.4

4S-5.4

5S-5.4

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ROOF FRAMINGPLAN

1/8" = 1'-0"

ROOF FRAMING PLAN1

SHEET SPECIFIC NOTES:

1. DECK BEARING ELEVATION = 27'-6 1/2", TYP UNO.2. BEAMS / JOISTS ARE EQUALLY SPACED BETWEEN COLUMN

LINES UNO.3. PROVIDE JOIST BRIDGING PER SJI REQUIREMENTS AND TO

SUIT UPLIFT INDICATED ON THE COMPONENTS ANDCLADDING WIND DIAGRAM. BRIDGING ARCHITECTURALLYEXPOSED. PROVIDE UNIFORM SPACING.

4. SEE STRUCTURAL GENERAL NOTES FOR DETERMININGREACTIONS FOR NON-COMPOSITE BEAMS.

5. COORDINATE SIZE AND LOCATION OF MECHANICAL UNITROOF OPENINGS WITH PURCHASED EQUIPMENT.

6. LOCATE HSS4x2 1/2x3/16 (LLH) BETWEEN JOIST BEARINGSEATS AND VERT CHANNELS. SEE 2/S-5.4.

SHEET GENERAL NOTES:

A. SEE 1/S5.5 FOR TYPICAL ROOF DECK ATTACHMENT.B. SEE 2/S5.5 FOR TYPICAL FRAMING AT ROOF OPENINGS .C. SEE 4/S5.5 FOR TYPICAL FRAMING MECH UNITS. COORD

LOCATION WITH MECH AND ARCH.