SF102-HIGH ROOF FRAMING PLAN.pdf

8 5

5 4

4 3

F

C C

A A

D

B B

C1

SF201

C3

SF201

DECK BRG

ELEV = 130'-3 5/8"

'-1

0"

'-4

'-0

8'

-0

'-1

0"

30'-10"18'-10"16'-10"30'-10"10'-7"10'-1"23'-1"28'-11"

97'-4"72'-8"

170'-0"

DECK BRG

ELEV = 123'-1 5/8"

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W18X40W14X22W14X30W18X40 W

X3

W

X3

W

X2

W

X3

W

X1

W18X35 W14X30 W14X22 W18X35

W24X55W18X35W18X35W24X55

KS

P3

KS

P3

KS

P3

KS

P3

KS

P1

KS

P1 28

KS

P1

KS

P1

E

S-004 B3

S-004 C5

BR

AC

ED

BA

Y

BR

AC

ED

BA

Y

BRACED

BAY

BR

AC

ED

BA

Y

BR

AC

ED

BA

Y

(6) EQ SPACES = 30'-10"(4) EQ SPACES = 18'-10"(4) EQ SPACES = 16'-10"(7) EQ SPACES = 30'-10"

BRACED

BAY

S-004 B5

TYP

S-004 B5

S-004 B2

B.7

C.3

S-004 D5

G

'-0

4' -0

S-004 C3

SIM

B4

SF102

ROOF SUPPORTED CRAC-05 (500#)

(200# POINT LOADS TO JOISTS)

ROOF SUPPORTED FCU,

250# EACH, COORDINATE

LOCATIONS AND LOADS

TO JOISTS.

C2

SF201

C4

SF201

A2

SF201 A1

SF201

SUPPORT ANGLES -

REFER SIMILARA3 / S-003

FRAMING PLAN NOTES

1 ROOF HATCH OPENING, COORDINATE LOCATION

WITH ARCH. REFER A3/S-003 ROOF FRAMED

OPENING.

B1 / S-004 1.

2.

A.

a.

B.

a.

PROVIDE BOTTOM FLANGE BRACES ON ALL ROOF

GIRDERS AND BEAMS (REFER ). SPACE

FLANGE BRACES AT 10'-0" OC MAX TYP W/ ADD'L

LOCATIONS AS NOTED. COORDINATE WITH JOIST

LOCATIONS

ROOF DECKING:

LOW ROOF - 1.5B 18 GA ROOF DECK

#12 SELF-TAPPING SCREWS USING A 36/7

PATTERN AT SUPPORTS AND (6) #10 SELF-

TAPPING SCREW SIDELAP FASTENERS PER

SPAN

HIGH ROOF - 1.5B 18 GA ROOF DECK

#12 SELF-TAPPING SCREWS USING A 36/7

PATTERN AT SUPPORTS AND (6) #10 SELF-

TAPPING SCREW SIDELAP FASTENERS PER

SPAN

2 ROOF HOOD OPENING, COORDINATE LOCATION

WITH MECH. REFER A3/S-003 ROOF FRAMED

OPENING, SIMILAR.

JOIST DESIGN LOAD NOTES

1.

2.

3.

4.

WIND LOAD (WL) TO BE AS PER DETAILS AND ASSOCIATED

TABLE WHICH ARE DOWNWARD FORCES FOR COMPONENTS AND

CLADDING PRESSURES.

WIND LOAD (WL) TO BE AS PER DETAILS AND ASSOCIATED

TABLE WHICH ARE GROSS UPLIFT FORCES FOR COMPONENTS AND

CLADDING PRESSURES.

COLLATERAL LOAD WORSE CASE OF 12 PSF UNIFORM LOAD OR A 100 LB

POINT LOAD CENTERED BETWEEN EACH BOTTOM CHORD PANEL POINT.

LIVE LOAD IS NON-REDUCIBLE.

JOIST LOAD COMBINATIONS

COLLATERAL LOAD (CL) SEE NOTE 3

DEAD LOAD (DL) 145 PLF PLUS JOIST SELF WEIGHT

WIND LOAD (WL) SEE NOTE 1

WIND LOAD (WL) SEE NOTE 2

LIVE LOAD (LL) 100 PLF

SNOW LOAD (SL) 25 PLF

28KSP1

TRIBUTARY WIDTH = 5.0 FEET

C

COLLATERAL LOAD (CL) SEE NOTE 3

DEAD LOAD (DL) 145 PLF PLUS JOIST SELF WEIGHT

WIND LOAD (WL) SEE NOTE 1

WIND LOAD (WL) SEE NOTE 2

LIVE LOAD (LL) 100 PLF

SNOW LOAD (SL) 25 PLF

26KSP3

TRIBUTARY WIDTH = 5.0 FEET

A

GC

C1 / S-005

C1 / S-005

1.

2.

3.

4.

5.

6.

7.

1.2 DL + 1.6 CL + 1.6 LL

1.2 DL + 1.6 CL + 1.6 SL

1.2 DL + 1.6 CL + 1.6 LL + 0.5 WL

1.2 DL + 1.6 CL + 1.6 SL + 0.5 WL

1.2 DL + 0.5 LL + 1.0 WL

1.2 DL + 0.5 SL + 1.0 WL

0.9 DL + 1.0 WL

500LB

�5'-1" �8"

F

HSS6X6X1/4

HSS6X6X1/4

TYP

1' -6

8'-4 1/4" 4'-1 3/4" 4'-1 3/4"

SF502

A2

SF502

A1

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Frankfurt-Short-Bruza Associates,P.C.

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

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C :\U sers\nolm stead\D ocum ents\90310_Stru_nolm steadFK74B.rvt 09/13/24 16:34:06

15 AUGUST 2024

HIGH ROOF FRAMING PLAN

SF102

BJW

CGH

CGH

0 4' 8' 16'

1/8" = 1'-0"

N

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

HIGH ROOF FRAMING PLANB1

SCALE: 3/8" = 1'-0"

ENLARGED FRAMING PLANB4

2' 6'4'0

3/8" = 1'-0"

1 Addendum 02 09/16/2024