HomeMy WebLinkAboutQUALITY STEEL STRUCTURESRISK CATEGORY
TABLE 1
BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
WIND EXPOSURE ULTIMATE WIND SPEED NOMINAL WIND SPEED MAXIMUM RAFTER/BOW
CATEGORY (MPH) (MPH) AND END POST SPACING
(FEET)
W
139
HUI
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
PURLINS, AND POSTS OR GIRTS
(INCHES)
INTERIOR END
BOWS/RAFTERS BOWS/RAFTERS
on
NOTES: 1. SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 12 OR 14 GAUGE STEEL TUBE BOW FRAMES.
2. FASTENTERS CONSIST OF 1/4"-14XV SELF -DRILLING SCREWS WITH CONTROL SEAL WASHER.
3. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14°(3:12 PITCH). SPACING REQUIREMENTS FOR OTHER ROOF
HEIGHTS AND/OR SLOPES MAY VARY.
4. GROUND ANCHOR REQUIREMENTS ARE 1 @ EACH CORNER AND ONE EVERY OTHER INTERIOR BOW/RAFTER POST LOCATION, AT MAXIMUM OF 10, O.C., AND BOTH SIDES OF
OPENINGS WHERE BASE RAIL IS ABSENT.
5. GROUND ANCHORS ARE NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION.
13'.
13'
1
9' X 8'
ROLL -UP DOOR
9' -
24'
if FRONT ELEVATION
3068 DOOR SCALE: NOT TO SCALE
10'
30' - - -
LEFT AND RIGHT ELEVATION
SCALE: NOT TO SCALE
6"
11'
6"-
E
9' X 8'
ROLL -UP DOOR
WINDOW AND DOOR NOTE
EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT
TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL
INDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED
PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE
FOLLOWING SPECIFICATION.
ANSI/AAMA/NWWDA 101/1S 2/97
THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330, STANDARD TEST
METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND
DOORS BY UNIFORM STATIC AIR PRESSURE.
DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED. (FBC) WITH 2O12
SUPPLEMENT AMENDMENTS 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC.
GENERAL NOTES:
1. ALL STEEL SHALL BE 50 KSI STEEL.
2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4"
1 X 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6"
„ O.C. AVERAGE.
I -
11'mm51
13
-
-
24'
REAR ELEVATION
SCALE: NOT TO SCALE
3'-0" (TYP)
O
O
O
O
�J
No.
Date
Description
By
Chk
11/14/18
Updated Building
RJD
KMB
r
ALL FIELD CONNECTIONS SHALL BE 1/4" X 3/4" SELF DRILLING
SCREWS.
ALL SHOP CONNECTIONS SHALL BE WELDED.
CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE
MODEL AT 1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR
EQUIVELENT. GROUND ANCHOR REQUIREMENTS ARE 1@ EACH
CORNER & ONE EVERY OTHER INTERIOR RAFTER POST LOCATION.
AT A MAXIMUM 1U-0" O.C., AND BOTH SIDES OF OPENINGS
WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED
FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION.
POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER
CONNECTION, EXCEPT FOR END WALLS.
PRODUCT APPROVAL:
A
c/l_..,ntrl
r.Ov i i� vt_s_
�A nr
FL i� 4�-R4
2
WALL PANEL
FL14024-R3
3
(1) 3068 DOOR
FL17996
4
(2) 9' X 8' ROLL -UP DOORS
FL12765.8
NOTE: PRODUCT APPROVAL CODES PROVIDED BY OTHERS
ZONE
WIND PRESSURES
DESIGN PRESSURE (PSF)
POSITIVE NEGATIVE
1
15
-30
2
16
-46
3
21
-86
4
29
-32
5
32
-42
Engineer: Kent Bice
FL License #: 50421
CO4#1 30468
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