22_ITEM 01.3-8_ADD 02_02700SF101.pdf

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35'-10 3/8" 14'-2 3/8" 5'-10 3/4"

2'-8 1/4"

10'-10 5/8" 25'-8 1/8" 35'-2 3/4"

2'-11" 20'-6" 20'-8" 20'-6"

BRACING

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MATCHLINE

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1. PROVIDE BOTTOM FLANGE BRACES ON ALL PERIMETER ROOF

BEAMS AS SHOWN ON DETAILS.

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 WEIGHT WITH SUPPORT REQUIREMENTS.

LOW ROOF FRAMING PLAN NOTES

2 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.

MECHANICAL EXHAUST FAN. REFER TO MECHANICAL

DRAWINGS FOR FAN SCHEDULING. PROVIDE ANGLE FRAME

AT EXHAUST FAN TO SUPPORT DUCT PENETRATION IN THE

DECK AND THE EXHAUST FAN CURB PER DETAIL .

GC TO COORD LOCATION OF ANGLE FRAME ONCE FINAL

UNIT SIZE AND LOCATION HAVE BEEN SELECTED.

A3 / S-002

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.

4 PCA UNITS. PROVIDE STEEL FRAMING AS SHOWN ON

DETAIL . REFER TO MECHANICAL DRAWINGS

FOR UNIT SCHEDULING.

5 SKYLIGHTS AND SKYLIGHT OPENING FRAMING

6 CMU WALL BELOW. REFER TO FOUNDATION PLAN.

A1 / SF508

7 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 6" OC.

8 EXPANSION JOINT ALONG WALL

9 MECHANICAL GAS PIPE ANCHOR. REFER TO DETAIL

A4/SF101.

COORDINATE FINAL LOCATION AND HEIGHT WITH THE

MECHANICAL CONTRACTOR.

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CAP PLATE PLAN VIEW

1/4

TYP

1/4

TYP

(2) 3/8" "U" BOLTS

MECH PIPING

HSS3X0.25 POST

ROOFING BOOT JACK

REFER ARCH

6" RIGID INSULATION

REFER ARCH

ROOF DECK

REFER PLAN

ROOF BEAM

REFER PLAN

1/4" CAP PLATE

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

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

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

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LOW ROOF FRAMING PLAN -

COMPOSITE

SF101

TJD

CTW

CTW

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

LOW ROOF FRAMING PLAN - COMPOSITEA1

0 8' 16' 32'

1/16" = 1'-0"

0 6" 1' 2'

1" = 1'-0"

SCALE: 1" = 1'-0"

TYPICAL MECHANICAL ROOF PIPE ANCHOR DETAILA4 1 ADDENDUM 2 06/08/2022

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GENE O.

BROWN

E-47748

OKLAHOMA CITY

OK