HomeMy WebLinkAboutFL8888_R4_II_29031 203USE 318"- 16X 1.114" HEX HEAD BOLTS. USE 112" X 2.114" HEX NUT SLEEVE ANCHORS. .i W , P4 1 1
16'-0" ®.t
..... ...._ . .. .... .... .... .. _... _ `
L
26 GAUGE GALVANIZED STEEL. GALVANIZED ACCORDING TO
A.S.T.M. A653 -G60 AND FINISHED WITH BAKED EPDXY
PRIMER AND BAKED POLYESTER TOP COAT.(SEE NOTE 1.)
FOR STEEL JAMB. USE 414 X 1"SELF-DRILLING
SCREWS AND FASTENED 6" FROM FLOOR AND
SPACED AT 6' ON CENTER THEREAFTER.
FOR CONCRETE JAMB. USE 112"X 2.1/4
EXPANSION BOLTS WITH 1.1/2" MINIMUM
EMBEDMENT AND FASTENED 6" FROM
FLOOR AND SPACED AT 24" ON
CENTER THEREAFTER.- I
12 GAUGE MINIMUM
THICKNESS
4,112' 2
CURTAIN
9
X STEEL JAMB
0"
/. ;'17117171711171
INTERIOR ELEVATION SIDE ELEVATION
SEAM
DETAIL
59°
�- 3 112" --�-{
3/8" RADIUS TYPICAL
25"
SLIDE BOLT LOCK BOTTOM BAR
8
9
113.1
91.4
ALTERNATE
DOOR CURTAIN 8\ `
BOTTOM ANGLE
2"X2"X3/16'
BOTTOM BAR
ATTACHMENT
STRUCTURAL 1/4'-20X1.1/4"
STEEL ANGLE
10 x 21
TRUSS HEAD
76.0
1/4" FLAT WASHER �.� SCREW
APj:)S0'
HEAD STOP
•
o
�......_..._.
EXTRUSION
/
HEAD STOP114"- 20 X 1.1/4^
11
LIFT CLIP TRUSS HEAD
64.6
SCREW ,
2" x 2" x 3/16"
® •`T t SLIDE--
3- RSW
BOLT
-STEEL
o
24" TVP.
GUIDE INSERT
1/4" LOCK WASHER
TOGGLE LOCK
ONE LOCK LOCATED AT
DETAIL
EACH END OF CURTAIN.
6"
48.9
48.9
FOR STEEL JAMB. USE 414 X 1"SELF-DRILLING
SCREWS AND FASTENED 6" FROM FLOOR AND
SPACED AT 6' ON CENTER THEREAFTER.
FOR CONCRETE JAMB. USE 112"X 2.1/4
EXPANSION BOLTS WITH 1.1/2" MINIMUM
EMBEDMENT AND FASTENED 6" FROM
FLOOR AND SPACED AT 24" ON
CENTER THEREAFTER.- I
12 GAUGE MINIMUM
THICKNESS
4,112' 2
CURTAIN
9
X STEEL JAMB
0"
/. ;'17117171711171
INTERIOR ELEVATION SIDE ELEVATION
SEAM
DETAIL
59°
�- 3 112" --�-{
3/8" RADIUS TYPICAL
25"
SLIDE BOLT LOCK BOTTOM BAR
8
9
113.1
91.4
ALTERNATE
DOOR CURTAIN 8\ `
BOTTOM ANGLE
2"X2"X3/16'
BOTTOM BAR
ATTACHMENT
STRUCTURAL 1/4'-20X1.1/4"
STEEL ANGLE
10 x 21
TRUSS HEAD
76.0
1/4" FLAT WASHER �.� SCREW
203
5/76"-18 HEX NUT .�
:1< •',^
ALUMINUM
DESIGNPRESSURE
�......_..._.
EXTRUSION
/
HEAD STOP114"- 20 X 1.1/4^
11
LIFT CLIP TRUSS HEAD
64.6
SCREW ,
2" x 2" x 3/16"
® •`T t SLIDE--
STRUC TURAL
BOLT
-STEEL
1/4"-20 HEX HD. NUT �.�� LOCK
j� ANGLE
1/4" LOCK WASHER
2D3
ONE LOCK LOCATED AT
BOTTOM ASTRAGAL
EACH END OF CURTAIN.
13
NOTES:
1. STEEL FOR CORRUGATED SHEET ASTM -A653 WITH A MINIMUM YIELD
STRENGTH OF 80 KSI AND TENSILE STRENGTH OF 82 KSI. (GRADE 80)
2, GUIDES ROLL FORMED (12) GAUGE (A 10"-1201GALVANIZED STEEL.
3. GUIDE INSERT FORMED (121 GAUGE GALVANIZED STEEL.
4. (10) GAUGE GALVANIZED STEEL WINDLOCK CLIP FASTENED
WITH TWO 3/16" X.440" POP RIVETS ON FOUR CORRUGATIONS
PER SIDE OF EACH SHEET.
SUMMARY OF CATENARY FORCES FOR ALTERNATIVE DOORS
COMPARED TO CERTIFIED TESTING LABORATORIES
REPORT NO.: CTLA-125.TM, DATED 8/02/04
ROLLING SHEET DOOR
TEST DOOR: 18' MADE X e' HIGH, DESIGN WINDLOAD N- 36.0 PSF
STATIC AIR PRESSURE TEST CONDUCTED IN ACCORDANCE WITH ASTM E330-02
DESIGN WIND FORCES ARE CALCULATED TO PRODUCE CATENARY FORCES AT
THE GUIDES EQUAL TO OR LESS THAN THOSE CALCULATED FOR THE TEST DOOR.
THIS INDICATES THAT THE CURTAIN. WINDLOCKS, WINDLOCK CONNECTIONS.
GUIDE ANGLES, AND JAMB ANCHORAGES WILL ALL BE STRESSED TO
APPROXIMATELY THE SAME AS THOSE IN THE TEST DOOR, PROVIDED THAT
THE DOOR IS CONSTRUCTED THE SAME FOR ALL OPENING WIDTHS.
z.vfi^�If
` �1.3r6"
I- x/16"
1.91' 16- II II�T
{-2.518'x{
(SEE NOTE 2.)
CONCRETE JAMB
f---2"
--)
II 7,6-
- ---(' 1.3/4"
SLOT
F�-- 716"
2"X 2'X 3/16"
STRUCTURAL STEEL ANGLE
HEAVY DUTY�i1UIDE CLIP
.31`-�-��- .625"
R .312'
.05" {r 1.2s0 q�T
.5000' ;71•2P.20
� 70°
2)
WINDLOCK CLIP GUIDE INSERT
W7
Design windlead Door (SEE NOTE 4.) (SEE NOTE 3.)
8 Pos psi Neg ps1 Model gage in
16 z 7
Test Door 16 1 35 35 203 0.017
Calibration tabulations for test door 4255 McEver Industrial Drive
Comperetite loris bV calculation Acworth, GA 30101
le determine -id..ig. pressure ASTA Dear Ce yorvacn Phone: (770) 974-2600 / Fax: (770) 974-1455
Web Site: www.astadooccom
Max Door
S'
x28 1
9x21
8
9
113.1
91.4
113.1
91.4
203
203
0.017
0.017
Model 203 Windlock
Commercial Sheet Door
10 x 21
10
76.0
76.0
203
0.017
TEST SIZE
DESIGNPRESSURE
TEST PRESSURE
11 x 21
11
64.6
64.6
203
0.017
16' WIDE x W HIGH
±35"0
±52.5
12 x 21
12
55.8
55.8
2D3
0.017
MAXIMUM SIZE 20' WIDE x 21' HIGH
13 x 21
13
48.9
48.9
203
0.017
SCALE = VARIES
TEST LOCATION
14 x 21
14
43.3
43.3
203
0.017
TOLERANCES
CERTIFIED TESTING LABORATORIES
15 x 21
15
38.8
38.8
203
0.017
FRACTION = : 1/32
7252 NARCOOSEE ROAD
16 x 21
16
35.0
35.0
2D3
0.017
ORLANDO, FL 32822
.X = :.032
17 x 21
18 x 21
19 x 21
17
18
19
31.8
29.1
26.7
31.8
29.1
26.7
203
203
203
0.017
0.017
0.017
'XX _ -015
.XXX = s .005 s 5
REFERENCE
CTL TEST REPORT 4jy53y}(
EVALUATION REPORT 4ER-07-0005
-
DRAWN BY: JCF
ISSUE: 5-15-07
REVISED: 9-2-09
20 x 21
20
24.6
24.6
2D3
0.017 1
DO NOT SCALE DRAWING I
DRAWING 4607-1-203 1 SHEET I OF 1