25_ITEM 01.3-11_ADD 02_02700SF104.pdf

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C

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MK L

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1'-10" 20'-6" 20'-8" 20'-6" 1'-10"

23'-10" 22'-0" 22'-6" 9'-0"

1'-10"

'-4

'-6

'-6

'-6

'-6

'-4

'-6

'-0

'-1

0"

'-4

/4

9' -0

BRACING

BR

AC

IN

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IN

G

BRACING

BRACING

BRACING

BR

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IN

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MATCHLINE

'-9

/4

0'

-2

1' -1

0"

6'

-8

77'-4 3/4"

61'-8"

0'

-8

/4

1' -1

0"

2' -2

1' -1

0"

3/4"

1. PROVIDE BOTTOM FLANGE BRACES ON ALL ROOF GIRDERS AND

BEAMS . SPACE FLANGE BRACES AT 10'-0" OC TYP W/ ADD'L

LOCATIONS AS NOTED.

2. ALL SUSPENDED MECHANICAL, ELECTRICAL AND FIRE

PROTECTION PIPES OR EQUIPMENT SHALL BE SUPPORTED BY

BEAMS. PROVIDE KICKERS AS NEEDED. ATTACHMENT TO METAL

DECK FROM BELOW IS NOT ALLOWED.

3. LOCATION AND WEIGHTS OF MECHANICAL EQUIPMENT SHOWN ON

PLAN ARE BASIS OF DESIGN. VERIFY WITH MECHANICAL FOR

ADDITIONAL INFORMATION. GC TO COORDINATE FINAL LOCATION

AND SUPPORT REQUIREMENTS.

HIGH ROOF FRAMING PLAN NOTES

1 ROOF DECKING

1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED

WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT

ALL SUPPORTS AND AT PERIMETER. PROVIDE #10

TEK LAP FASTENERS 20" OC.

2 NOT USED.

3 NOT USED.

4 RIGID RAIL FALL ARREST REFER TO .

5 NOT USED.

6 NOT USED

7 SUSPENDED FAN BELOW. 290 LBS ASSUMED WEIGHT.

8 PROVIDE ROOF FRAMING KICKERS AT 10'-0" MAX SPACING

TYPICAL.

HANGAR REFER AND

ADMIN REFER AND

C1 / SF502

C1 / SF502 C2 / SF502

C3 / SF502

MOMENT CONNX

A1 / S-002

MECHANICAL ROOF TOP UNIT OR MAKE UP AIR UNIT. REFER

TO MECHANICAL FOR UNIT SCHEDULING. GC TO COORD

FINAL LOCATION OF THE W8X18 SUPPLEMENTARY STEEL TO

SUPPORT UNIT CURBS ONCE FINAL UNITS HAVE BEEN

SELECTED. GC TO COORDINATE OPENINGS THRU ROOF OR

WALL AND PROVIDE ANGLE FRAMING FOR ROOF OPENING

AND COLD FORMED FRAMING AT WALL OPENINGS.

FALL ARREST ANCHOR PER DETAIL B3/S-002

FALL ARREST ANCHOR SIMILAR TO DETAIL B3/S-002 USING

SECONDARY BEAM INSTEAD OF ANGLE L4x4

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

405.840.2931 | fsb-ae.com

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SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

FSB2020-270-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

NWC / JBC

F-

3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin

Ai r N at io na l G ua rd

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54321

DECEMBER 23, 2021N

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PROJECT

KEYPLAN

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PLAN TRUE

C :\U sers\ich\D o cum ents\M y R evit\02700_Stru_ih ortonXV Z5D

.rvt 6/7/2022 9:10:3 2 A

M

HIGH ROOF FRAMING PLAN -

COMPOSITE

SF104

TJD

CTW

CTW

SCALE: 1/16" = 1'-0"

HIGH ROOF FRAMING PLAN - COMPOSITEA1

0 8' 16' 32'

1/16" = 1'-0"

1 ADDENDUM 1 04/22/2022

2 ADDENDUM 2 06/08/2022

W

IS C O NS IN

P R

O F

E

S S I O N A L

E N G

I N E

E R

GENE O.

BROWN

E-47748

OKLAHOMA CITY

OK