HomeMy WebLinkAboutProduct Approval; Roll-Up Exterior Door AssembliesFlorida Building Code Online
12/18120, 4:43 AM
N.mom
BCIS Home Log In ( User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search I
Product Approval
pr
SER: Public User
ka
Product Aoproval Menu > Product or Application
Search > Application Llst > Application Detail
FL #
L15918-R3
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
ASTA DOOR CORPORATION
Address/Phone/Email
55E\ISTR L
DRIVE NW
ACWORTH, GA 30101
(770)974-2600 Ext208
JFRENCH3@ASTADOOR.COM
Authorized Signature
JAMES FRENCH
JFRENCH3 @ASTADOOR.COM
Technical Representative
James French
Address/Phone/Email
po box 42D
acworth, GA 30101
jfrench3@astadoorcom
Quality Assurance Representative
Alan Peyton
Address/Phone/Email
Asta Door Corporation
4255 McEver Industrial Drive
Acworth, GA 30101
(770)974-2600 Ext226
apeyton@astadoorcom
Category
=Exterior
Subcategory
Compliance Method
Evaluation Report from a Florida Registered
Architect or a Licensed Florida Professional
Engineer
C) Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Joseph H. Dixon, Jr. P.E.
Evaluation Report
Florida License PE-7768
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gordon Thomas, P.E.
E4 Validation Checklist - Hardcopy Received
Certificate of Independence FL15918 R3 COI_32022 Cert Rnan Indeo.odf
FL15918 R3 COI Cert of Ind Scates 2017 s.odf
Referenced Standard and Year (of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
https://floridabu1lding.org/prlpr_app dti.aspx?param=wGEVXQwtDgsDdFYerPiwHNAKosm%2fFQHbp7u2lDXed7c%2fkcAPIGL3EA%3d%3d Page 1 of 3
•,. Florida Building Code Online
12/18/20, 4:43 AM
11\
FL15918 R3 Eouiv Equivalence of Standards Asta s.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/10/2017
Date Validated
10/15/2017
Date Pending FBC Approval
10/18/2017
Date Approved
12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
15918.1
Models 203IM and 204IM Impact Windlock
Maximum width, up to 14'0" wide. Maximum height up to 21'0" high.
Commercial Sheet Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL15918 R3_1132022 Dwg Series 203IM 0002.12df
FLIS918 R3 II 32022 Install Series 203IM 0004.odf
Impact Resistant: Yes
Verified By: Joseph H. Dixon, Jr. P.E. No. 7768
Design Pressure: +40/-40
Created by Independent Third Party: No
Other:
Evaluation Reports
FLIS918 R3 AE_32022 ER-12-0003 0004,12df
FL15918 R3 AE Affirm for FBC 6th 2017 15918 Asta s.pdf
Created by Independent Third Party: Yes
15918.2
Models 422FIM, 420 FIM and 418FIM
Maximum width up to 16'6" wide. Maximum height up to 30'0" high.
Impact Rolling Steel Service Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS918 R3 II 32022 Dwg Series 400FIM 0002.odf
HVHZ: Yes
FLIS918 R3 II 32022 Install Series 400FIM and 600IM 0004.odf
Verified By: Joseph H. Dixon, Jr. P.E. No. 7768
pact Resistant: Yes
Design Pressure: +55/ 55
Created by Independent Third Party: No
her:
Evaluation Reports
FL15918 R3 AE 32022 ER-12-0003 0004.12df
FL15918 R3 AE Affirm for FBC 6th 2017 15918 Asta s.pdf
Created by Independent Third Party: Yes
15918.3
Models 622IM, 620IM and 618IM Impact
Maximum width up to 16'6" wide. Maximum height up to 30'0" high.
Insulated Rolling Steel Service Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS918 R3_11 32022 Dwa Series 600IM 0002,yd
Approved for use outside HVHZ: Yes
FLIS918 R3 1132022 Install Series 400FIM and 600IM 0004.12df
Impact Resistant: Yes
Verified By: Joseph H. Dixon, Jr. P.E. No. 7768
Design Pressure: +50/-45
Created by Independent Third Party: No
Other:
Evaluation Reports +
FL15918 R3 6E 32022 ER-12-0003 0004.pdf l
FLIS918 AE Affirm for FBC 6th 2017 15918 Asta s.odf
Created by Independent Third Party: Yes
Bade Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must.provide the Department with an email address If
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee
under Chapter 455, F.S., please click berg_.
Product Approval Accepts:
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPlwHNAKosm"/"2fFQHbp7u2lDXed7c%2fkcAPIGL3EA%3d%3d Page 2 of 3
24 GA. HOOD IF
li22, 20 OR 18 GAUGE GALVANIZED STEEL.
GALVANIZED ACCORDING TO A.S.T.M. A653-G90
AND FINISHED WITH BAKED EPDXY PRIMER AND
BAKED POLYESTER TOPCOAT (SEE NOTE 1)
-SURE BOLT LOCK W r E" BRAWN
ONE Co) EACH JAMB
BOTTOM SST
515
NO SPACE
(SEE NOTE #7)
BULB ASTRAGAL
N N
2w-xlo (Type)
F4 rn
STRUCTURAL STEEL
ANGLE
BOTTOM BAR
50
314'
� � a
`a R 0.09
co 6.06
3/16'
5/16'
MATERIAL: CAST IRON
%M—O K
MAX.
12° TYP.
3' f Ix
SIDE RVATM
ST/�TE pF
0 vet
,� s+n •••owes•* cf
011,�ii 10%;00`
FOR STEEL JAMBS. USE 1/2.13 x 1-12 SAE FOR CONCRETE JAMS. USE 1/2W
GRACE BOLTS. ZINC PLATED, WITH HE)( EXPANSION BOLTS (MANUF. BY
HEAD ZINC PLATED STEEL NUTS, AND ZINC PORTEOUS) WITH 2.1/4' MINIMUM
PLATED STEEL WASHERS UNDER THE HEAD EMBEDMENT AND FASTENED 3' FROM
AND NUT. FROM FLOOR, SPACE THE FIRST FLOOR AND SPACED p 12' ON
BOLT AT T AND THEN AT 12' O.C. CENTER THERE AFTER
THEREAFTER.
;USE
330W f51 617/8' CONCRETE51/4'IXISTING STEEL JAMB
3V16'MINIMUMTHICKNESS 31W-16 x 11/4'SAE GRADE BDLTS, ZINC PLATED.ITH HEX HEAD ZINC PLATED STEEL NUTS, AND 21NC
PLATED STEEL WASHERS UNDER THE HEAD AND NUT.
FROM FLOOR. SPACE THE FIRST BOLTAT 3' AND THEN 41/2„
� er a n n ru®eA— __
GAP NOT TO . \ `�E=1/4' POP RNETS PER WINDLOCK 5/8-SLIP.I `�-3 xZ'KVI6' TYP.
EXCEED 1.12 \ PER S10£ ON ALTERNATING SLATS L3'x3.12k//4' TYP.
12'x3/4' STEEL BAR (SEE NOTE 2)
GiUQE DETAIL AND DMENSM
E 3 ••41
No. 7768 .
712'
f�fy�y��.A��TppS1LpA^T`2y2��+
N P/ OR R �.1AUM
0
.s°
4255 McEver Industrial Dr.
AcworttL GA 30101
974-1455
100 SEWS FIAT SLAT CERTIMD
WINDLOAD AND WACT
RATED ROOM STEEL. SERVICE
DOOR
TOLE
mm ff-eW VH +!- 550
FRACTION = +1- 1 32
X = +/-.032 MODELS
.XX = +/-.015 ELEMENT-ORLANDO
.XXX - +/- .00S c -1-5 124 PREMIER ROAD
20FIM•20 GAUG LAND FL 2822
DRAWN BY: SCLLC%44Q"w-mrwTEST REPORT #ESP010181P
ISSUE: 08.23-12 1 TEST DATES: 6/18/12 - 0/21/12
Summary of Welded Jamb Connections
E-Guide to Steel Jamb
Series
Door ID
I Slat
gage
Tested
Door*
16,-6" wide
i n Wind Load
Job No.
slipE1,11'
in
Fja^
pf
ary
lrlulpl
P1nf
catenary
If
Slot
size
all weld
Weld in Scot OnlyWeld
spacings are maximums""
in Slot plus Fillet Weld at Toe
os
sf
Neg
f
min. 3116" Jamb
3116"iamb
in slot only
in slot I at toe
1/4" Standard Wall An e
slot and toe welds staggered
400
AAM
420FIM
1 18
12 20
55.0
1 55.0
1 55.0
1 55.0
32022
0.625
0.625
2000
1 2000
2000
1 2000
9/16" x 3/4"
9/16, x 3/4,
1/4" fillet weld"
12' D.C.
1/4" fillet weld"
12" o.c.
114 x 1-1/2
12" O.C.
22
1 Test
1 55.0
1 55.0
0.625
2000 1
2000
9/16" x 3/4"
600
6181M
6201M
6221M
18
20
22
Test
50.0
50.0
50.0
45.0
45.0
45.0
32022
"
0.625
0.625
0.625
1881
1881
1881
1663
1663
1663
9/16" x 3/4"
9/16" x 3/4"
9/16" x 3!4"
1/4" fillet weld"
12 O.C.
1/4" fillet weld"
12" o.c.
1/4 x 1-1/2
12" D.C.
` doors tested with 1/2" bolts @ 12" o.c. connecting to 3116" steel jamb per drawing
fillet weld around full perimeter of slot
GENERALNOTES: "* no spacings exceed the fastener spacing of the test
1. STEEL USED FOR SLATS IS ASTM-A653 WITH MINIMUM YIELD OF 50 KSI AND
TENSILE OF 60 KSI.
2. GUIDES COMPOSED OF STRUCTURAL STEEL ANGLES WITH MINIMUM .1875"
THICKNESS.
3. THE WINDLOCKS ARE ATTACHED TO EVERY OTHER SLAT BEGINNING AT THE
BOTTOM SLAT. WINDLOCKS ARE ATTACHED USING TWO -1/4" x 15/32" STEEL,
ZINC PLATED RIVETS.
4. THIS DOOR HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE AND THE INTERNATIONAL BUILDING CODE. THE
DESIGN WIND PRESSURES REQUIRED FOR ANY DOOR SHALL BE DETERMINED
USING THE APPROPRIATE SECTION OF THE CODE HAVING JURISDICTION WHERE
THE BUILDING IS LOCATED.
5. THIS DOOR HAS BEEN SUCCESSFULLY TESTED TO:
-THE UNIFORM STATIC AIR PRESSURE TEST PER ASTM E-330 AND ANSI/DASMA
108 TO A DESIGN LOAD OF +/- 55.OPSF
-THE LARGE MISSILE IMPACT TEST PER TAS 201 AND ANSI/DASMA 116 WITH THE
IMPACT DIRECTION TOWARD THE EXTERIOR FACE OF THE SLATS.
-THE CYCLIC WIND PRESSURE TEST PER TAS 203 AND ANSI/DASMA 116.
-REFERENCE ELEMENT-ORLANDO, TEST REPORT #ESP010181P, TESTING DATES:
6/18/12 - 6/21/12.
6. BOTTOM BAR ASSEMBLY FASTENED 5 3/4" FROM EACH END AND 12' O.C. FROM
CENTER USING 5/16" x 1"CARRIAGE BOLTS.
cel7lf-l/Z
". &0K -.,
OP
�p.•��GENq&
* _ Pilo. 7768 : -
STATE pF
• r
°�+
Wt % OR10''••
At.
SEAL
.A = t-/-.032
.XX = +/- A16
xl0c " +/- .005 -C -/- 5
DRAWN BY. BCLLG
ISSUE: 08,23-12
M
4255 McEver industrial Dr.
Aci mrth. GA 30101
PH:(770) 924-2600/Fax:(770) 974.1455
www.astadow corn
400 SM S RAT SLAT (QED
WKILOAD AM WACT
RATED ROLLM STEEL" SERVICE
DOOR
tee-e'w�ioH
MODELS
ELEMENT-ORLANDO
422FIM 22 GAUGE
124 PREMIER ROAD
420FIM•20 GAUGE
OR O FL MR
418FItt 18 GAUG£
TESTREPORT 8ESP01018115
TEST DATES: 6/18112 - 6/22112