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r Product Approval
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL15918-R3
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived p
Product Manufacturer ASTA DOOR CORPORATION
Address/Phone/Email 4255 MCEVER INDUSTRIAL
DRIVE NW
ACWORTH, GA 30101
(770)974-2600 Ext208
JFRENCH 3@ASTADOOR. COM
Authorized Signature JAMES FRENCH
JFRENCH3@ASTADOOR.COM
Technical Representative James French
Address/Phone/Email po box 420
acworth, GA 30101
jfrench3@astadoor.com
Quality Assurance Representative Alan Peyton
Address/Phone/Email Asta Door Corporation
4255 McEver Industrial Drive
Acworth, GA 30101
(770) 974-2600 Ext226
apeyton@astadoor.com
Category Exterior Doors
Subcategory Roll -Up Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Joseph H. Dixon, Jr. P.E.
the Evaluation Report
Florida License PE-7768
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Gordon Thomas, P.E.
2 Validation Checklist - Hardcopy Received
Certificate of Independence FL15918_R3_COI 32022 Cert Finan Indeo.odf
FL15918_R3_COI Cert of_Ind _Scates 2017 s.pdf
Referenced Standard and Year (of Standard) Standard Year
• ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E330 2002
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPlwHNAKosm%2fFQHbp7u2lDXed7cp/`2fkcAPIGL3EA%3d%3d 1/3
2/8/2018 I Florida Building Code Online
• Certified By Florida Licensed Professional Engineer or Architect
FL15918_R3 Equiv Equivalence of Standards _Asta_s.pdf
Sections from the Code
Product Approval Method
'Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/10/2017
10/15/2017
10/18/2017
12/12/2017
:FL #
Model, Number or Name
Description
Models 203IM and 204IM Impact
Maximum width up to 14'0" wide. Maximum height up to 21'0"
Windlock Commercial Sheet Door
high.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15918 R3 II_32022 Dwa Series 203IM 0002.Ddf
FL15918 R3_II_32022 Install Series 203IM_0004.Ddf
Approved for use outside HVHZ: Yes
Verified By: Joseph H. Dixon, Jr. P.E. No. 7768
Impact Resistant: Yes
Design Pressure: +40/-40
Created by Independent Third Party: No
Other:
Evaluation Reports
FL15918 R3 AE_32022 ER-12-0003_0004.pdf
FL15918 R3_AE_Affirm for FBC 6th_2017 15918 Asta_.pif
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"
Impact Rolling Steel Service Door
high.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15918 R3 I_ Dwa Series 400FIM 0002 d
FL15918 R3 II_32022 Install Series 400FIM and
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
600IM_0004.pdf
Design Pressure: +55/-55
Verified By: Joseph H. Dixon, Jr. P.E. No. 7768
Other:
Created by Independent Third Party: No
Evaluation Reports
FL15918 R3 AE_32022 ER-12-0003_0004._df
FL15918 R3 AE Affirm for FBC _6th_2017_15918 Asta=_pdf
Created by Independent Third Party: Yes
15918.3
Models 622IM, 620IM and 618IM
Maximum width up to 166" wide. Maximum height up to 30'0"
Impact Insulated Rolling Steel
high.
Service Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15918 R3 II_32022 Dwo Series 600IM_0002.Ddf
FL15918 R3 II_32022 Install Series 400FIM and
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
600IM_0004.pdf
Design Pressure: +50/-45
Verified By: Joseph H. Dixon, Jr. P.E. No. 7768
Other:
Created by Independent Third Party: No
Evaluation Reports
FLIS918_R3 AE_32022 ER-12-0003_0004.pdf
FL15918 E3_&E= ffirm_for B5L_C,_t _2017_15918 Asta_�.pdf
Created by Independent Third Party: Yes
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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 here .
Product Approval Accepts:
®®®99®
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsDdFYerPlwHNAKosm%2fFQHbp7u2lDXed7c%2fkcAPIGL3EA%3d%3d 2/3
26 GAUGE GALVANIZED STEEL. GALVANIZED
ACCORDING TO A.S.T.M. A653-GSO AND FINISHED WITH
BAKED EPDXY PRIMER AND BAKED POLYESTER TO COAT
(SEE NOTE 1)
f
LSUDE BOLT LOCK
ONE P EACH JAM13
SEAM
DETAIL
W TEROR ELEVATION
3 1/2° •
9
�3/8" RADIUS
to TYP.
25"
CORRUGATED SHEET
f
8 f 14 O^ 11„
HEx
HEAD BOLTS. USE 1/2' x 2 1/4' HEX NUT
SLEEVE ANCHORS
—HEAD
STOP
INk
f
ONE LOCK LOCATED AT EACH
END OF CURTAIN.
SIDE ELEVATION
2" x 2' x i/8' STEEL
BOTTOM ANGLE ALUMINUM
EXTRUSION
i4' FLAT WASHER �. i4° 20 X 1 y"1
%s-18 HEX NUT �� • HEAD SCRE%
BOTTOM
LIFT CLIP ASTRAGAL
SLIDE BOLT LOCK
"-Y4° LOCK WASHER
L V-20 HEX HEAD NUT
SWE BOLT LOCK AND BOTTOM BAR
FOR STEEL JAMBS. USE TWO 1/4' x 1-1/4' TEK FOR CONCRETE JAMB USE 1/4' x
SCREWS (MANUF. BY BUILDER) PER CLIP 1-3/4' TAPCON SCREW (MANUF. BY
LOCATED 6' FROM FLOOR AND SPACED CM 24' BUILDE)) 6' FROM FLOOR AND
ON CENTER THEREAFTER SPACED @ 12- ON CENTER THERE
4-1/4' AFTER
1'
EXISTING STEEL 30DO PSI , :•. ::: ' -
JAMB 3/16'MINIMUM CONCRETE _'` .� •;•.
THICKNESS —_
STEEL 1/ `/4R STEEL JAMBS. USE 4 x 1 1/4' SE F DRILLING 1 � x 2 11/14' EX ANS OCRETE NSBOLTS CONCRETE
JAMB SCREWS (MANUF. BY (MANUF. BY PORTEOUS) w/ 1 JAMB
BUILDEX) AND FASTENED 1/2' MIN. EMBEDMENT AND
6' FROM FLOOR AND FASTENED 6' FROM FLOOR
SPACED @ 6' ON CENTER AND SPACED @ 24' ON
THEREAFTER CENTER THERE AFTER
2 1/8' 1 3/8"
10, 5/16' SCREW HOLE
(rYP. OF 2)
Eo
f0 EV [7
zm to O
OI
2 5/8' 7/g• 9/16' x 1' ANCHOR SLOT
SEE NOTE #2 IJEAW DUTY GUM CLP
9 2.688'
1.25a o
n 1'O
N N 0.200 (2) 1 318°
WINDI = CLIP GUIDE WSERT
...(SFF_ NOTF id) (SEE NOTE #3)
P� H. D!X If
IV
•
f i STATE OF
0.
s/ONAL
RLI 11
SCALE: VARIES (DO NOT SCALE DRAWIN(
TOLERANCES
FRACTION — i /- 1/32
.X 4/-.032
.XX = +/-.015
.XXx _ +/- .005 < —/- 5
DRAWN BY: BCLLC ISSUE: 08-23.12
4255 McEver Industrial Dr.
Acworth. GA 30101
PH:(770) 924-2600/Fax:(770) 974-1455
www.astadoor.com
L 203IM IMPACT RATED WINDLOCKI
COMMERCIAL SHEET DOOR
TEST REPORT k ESP010520P
TEST DATES: 7/12J12- 7/14/12
mmimcemm "emm i +
MODELS ELEMENT-ORLANDO
2031M 124 PREMIER ROAD
2041M 10__R_LAN__Q_0 FL 32822
NG #507-2 1;
s j �
GENERAL NOTES:
1. STEEL FOR CORRUGATED SHEET ASTM-A653 WITH MINIMUM YIELD STRENGTH OF 80 KSI AND TENSILE STRENGTH OF 82 KSI. (GRADE
80)
2. GUIDES ROLL FORMED (12) GAUGE GALVANIZED STEEL.
3, GUIDE INSERT FORMED (12) GAUGE GALVANIZED STEEL.
4. 10 GAUGE GALVANIZED STEEL WINDLOCK CLIP FASTENED WITH TWO 3/16" x .440" POP RIVETS ON SIX CORRUGATIONS PER SIDE OF
EACH SHEET.
5. 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.
6. 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 +/- 40.OPSF
-THE LARGE MISSILE IMPACT TEST PER TAS 201 AND ANSI/DASMA 115 WITH THE IMPACT
DIRECTION TOWARD THE EXTERIOR FACE OF THE SLATS.
-THE CYCLIC WIND PRESSURE TEST PER TAS 203 AND ANSI/DASMA 115.
-REFERENCE ELEMENT-ORLANDO, TEST REPORT #ESP010520P, TESTING DATES: 7/12/12 - 7/14/12.
7. BOTTOM BAR ASSEMBLY FASTENED 5 3/4" FROM EACH END AND 12" O.C. FROM CENTER USING 1/4" x 1" CARRIAGE BOLTS.
8. MODEL 2041M REFERS TO THE MODEL 2031M WITH 3/8" DOUBLE FOIL INSULATION ADHERED TO THE COIL SIDE OF THE CURTAIN
USING FAST -TACK GLUE AND MYLAR TAPE.
`QN H. Dko
per, •�%CENS ••, • A
c •
y • �W
i STATE OF
•• ORI01�001-
/J
/ "ONAL O
!!Lttt�t
SCALE: VARIES (DO NOT SCALE D
A = +1-.Vi2
XX _ +/-.015
.XXX = +/-.005 < =/- 5
DRAWN BY: SCLLC ISSUE: 08-23.12
4255 McEver Industrial Dr.
Acworth, GA 30101
PII:(770) 924.261X1/Fax:(770) 974-1455
www.astadoor.com
L 2031M IMPACT RATED NNE
COMMERCIAL SHEET DOOR
TEST REPORT FESP010520P
TEST DATES: 7112112 - 7/14112
7m a 7D71 t �
W
AORLANDO
ELEMENT-ORLANDO
124 PREMIER ROAD
FL 32822
NG N507-2-2031M I SHEET 2 OF 2
The Model 203'
-iI Commercial'Wridlook-Rolling Sheet Door
_AA y
.'421IIlil McEver Industrial Orive
&I goff Acworth, Georgia 30101
'Phono:,770-374-2600-,
Paxi 770-874-14M6.
A Toll Free: -800-423;08159
webalte: www.astadoor.com
foo
l' �_em
-1 e-mail: inf6illmatadoomoom'
a
BP8oifidBt1oh&:.
Standard, Featurew
n p Cwtain.(1j 26 gauge galvani&d curtain with baked epoxyprimer end polye5ter.iii' coat
-IO'gauge galirani;md w.indlock clilis are riveted to the curtain -edge to engage
the 12 gauge vvindlock insert Mthin, the door guide.
r"Battom Bar (2).— 2*,.x 2'x 3/16� structural -steel anglaifa5tened tol,aluminum retainer
_,"Wbulb astiregal.
1ocka, (3) -.-,Dual 8 gauge galvanimed steel slide bolt,locks attached-to.the bottom bar,
so I itablerfor . p I ad locks , [padhocim by other5j_ ,
.,-Drurn/Axle-Arib� [4j`_._'2S gauge gahmn�tops beat attached to' -IS gauge gahmnized
a'
drums wltti ball bearings supported 6y 12 gauge
Guides (51 ..-To be roll formed 12 gauge. galwanized stee channels- %Mthitog�gle lacked 12
ga�S67 Windlo.rk 110'
Dperaittian�(6) ... Reduction gdar chain hoist standard for ags
Wmilload Door -construction ddiiiined to amigsfi vAndlo6ifof'+/- 35.469F up tw116' wide,Aemedio
+/-, 52.5 , d PSF ba3e�l aRASYM E-330 test nitithad to meit*Fl�ri&'
Building Code, requirements. LAViaablf! up ti),20' wide' at t/- 24.6 PilF vaindkia.d.
Hardware,". For mounting to 5teell..-wand or bkck rnawnryjdmbz; (specify when ordering).
Options:
0 Steel Mounting Platim - For lateral jamb extension to, pi�ovida door 34ppoh—
• Bedri6, Operation-- Easy fast inuturimil iiperiitiun at push bfa button:
!--top Draft -Seal - To said tight at the header to reduce air filtration (standard Made . 1204).
' InsInsulation'- Refer' to ABTA Wild! 264 - standard 263diisija'with i litylai and
polyethylene ins6bition,lantinated. to backside of curtain, R - 5.2415ea detail)
A
Side. Draft Seal -. 2* brush weatherseal withT' alurninur, retainer attached to door- jamb field
(staddiird on Model 204).
The ASTA process is designed to - contiml.pirASYM,
Za, longer lite, with less maintenance 0 Bmdoir"d-!ir:pA
much- he"'r p I 1:ote . C �aqalmt this -edb
tion "�j;&, ,
amen 'get�i!ntS-such
method produces one of thef best - 30tams
pia our industry for a longer lasting and
_nioj�er irnainteifiaince free ,finis k. I Our Arn in- P
fain produtxs due of-thq ckest top coat-1_B:niii front side,
Anishei.iffour 'industry
SIDE ROOM REQUIREMENM
I SM IN �AVAM N
L
DIFECTORIVECHNNHMT
17--
JQ'
REDUCTION GEAR C*WN HOIST
.7
'1
ELE"W WTOR OPERMDR JUT
.7'r
AW
1203 Wint
I buy, at a
ii Florida
ad. the.Mc
F'U'p tolt
lock clips i
ilelai3ked ii
PVC rubbe
E EEZ-5 RE
_�
*A&TA Dam- Capavitim A?saiyes ffiiiright to ch6hga.engtnpgmg q2dL*qdtbw,i at PrierImIlIbm
filiuw&adans shqvM erne far geqerai r;"C'e' and shmdd b8' t;�j - �d fur c6nSuvc6an purposes.Consut customer service d i visit pain webbAe Eir hand AG'ami plaorance.,
ASTA DOOR
CORD `ORATION
I
Model 203 — Windlock Commercial Sheet Door
A. Type: Commercial Windlock Sheet Doors to be
manufactured by Asta Door Corporation.
B. Operation: to be hand chain operated using reduction drive.
C. Mounting: to be interior face mounted on a prepared
opening.
1.02 RELATED WORK
A. Opening preparation, access panels, finish or field painting
are in the scope of the work of other sections or trades.
2.01 CURTAIN
A. Sheet: 26 gauge grade 80 full hard galvanized steel roll
formed in continuous corrugation. Galvanized according to
A.S.T.M. A653-G60 and finished with baked epoxy primer and
baked polyester top coat.
B. Side Stripping: p.v.c. rubber to be attached to curtain
edges.
C. Windload: Door construction designed to satisfy windload of
+/-35.0 psf, Tested to +/-52.50 psf at 16'0" wide. Consult factory
for available sizes or higher windloads.
D. Bottom Bar: curtain to be reinforced with a bottom bar
consisting of a 2" x 2" x 3/16" (50.8mm x 50.8mm x 4.76mm)
structural steel angle with E.P.D.M. astragal.
E. Wind -Lock: to be 10 gauge galvanized 110° Wind -Lock
clips riveted to door curtain edge.
2.02 DRUM ASSEMBLY
A. Drum: to be formed with 26 gauge galvanized steel sheet
rolled around and attached to stamped 16 gauge galvanized
steel drums to restrict deflection to .03" per foot (2.5 mm/m) of
door width.
B. Springs: to be oil tempered, grease packed helical torsion
type designed to cycle 12,500 times with an overload factor of
25%. Springs are to bermounted on a 1-5/16" hot rolled steel
tubing minimum 11 gauge.
2.03 SUPPORT BRACKETS
A. Support Brackets: to be 3/16" (4.76mm x 4.76mm) thick
structural steel angles and a 1/4" (6.35mm) thick steel diagonal
brace welded in a triangular form to support ends of drum
assembly.
2.04 OPERATION
A. Chain Hoist: to be cast iron pocket wheel drive with
machine link hand chain.
2.05 GUIDE ASSEMBLY
A. Guides: to be roll formed 12 gauge galvanized steel
channels with welded 10 gauge Windlock 1101 insert.
B. Guide Depth: 3-1/2" deep per side to provide sheet
penetration adequate to satisfy specified windloading.
2.06 WEATHER SEAL (Optional)
A. Side Draft Seal: brushseal with aluminum retainer (field
installed).
B. Top Draft Stop: to be E.P.D.M. seal attached to top of
curtain to seal against header (field installed).
2.07 LOCKING
A. Hand Chain Lock: bracket, to be mounted on guide angle
or wall for chain operated doors.
B. Curtain Lock: to be hardened galvanized steel slide bolts
attached to bottom angle suitable for padlocking. (padlock by
others)
2.08 FINISH
A. Ungalvanized Surfaces: to be shop coated with rust
reducing black prime paint.
3.01 INSTALLATION
A. Installation: to be by Asta Door Corporation authorized
representative according to Asta Door Corporation
standards and instructions.
SH-5
GLIDE
DETAILS
MY
A2 w aLip
mrtrrmmT'"=
CURTAN 12 CA.
�—
� AN
12 ak
roc
WEEL %IOM
CONCRETE trnBo►�Rr
STAND
CURTAIN
PVC RUMMB M MUM
1D OA M WNDLOCK MM — rw RMER
ELEVATION
SECTION -A -A
GENERAL NOTES
CUFrrM
® 26 GAME GLIILvmm 811$ WrrH BWED ON EPDXY T'F%Bi me
POLYESTER TOP GOAT
OWES
® ROLL FOFt6M 12 GMME G&VAF® STEEL WRH 12 QMME WIDLOM IJ�if
OPERATm
® Fnff HAND MilM LEFT HMD OPPOBTIE
OTl$R 81)AFAC�
® C A MMOM OR MOP OOAT PFRAE R
WE ROOM REOUFBA M
80 TMATIOFr
® MOW TYPE OF OP6tATWN BUM
A-1
A-2
® WD- ROPE PULL
T
T
® R®UL'TRCN GEAR OiM H=
v
T
® aECTFiC hR0�T0R OPEiiATUR IQr
10'
T
NR>tc.
oTY.
oPRSRRvc� BRz>=
(3iATION
OPfix
rR1t
CLEARMICES
a T=noN
i
Avex /3
41
4M McEver Yi*mM Dr.
AcwcM GA 3M
WDTH W
HEIGR'H'
LH
x
'Ir
A99REQrm"uj
874-M
FaxVM) 874-M
wwwmtadgmx m
QoN1mmm con G
ASTA Door Cor oration
s.>;. /1-1/
DATR-s SHEER Orn JEM FAA
MODEL 203 WINDLOCK COMMERCIAL SHEET DOOR
Ada Door Corporation to not roeponeble for the lee of Improper Inetalatlon procedRre%
oh chrW o1 "Ms as wel as tleid Inepec&m prior to mardack tl8 wW hdalatloR
APPFRDYAL SKtRATUFE DATE
DIMENSION PANEL
(MINIMUM HEIGHTS INDICATED)
HEIGHT
*A-1
*A-2
X
-Y
V
MANUAL/ PUSH-UP
UP TO 8'
6"
6"
20"
91/2"
20"
ROPE
UP TO 10'
6"
6"
21"
10"
21"
REDUCTION GEAR
CHAIN HOIST OR
ELECTRIC OPERATOR
UP TO 8'
6"
9"
20"
10"
20"
UP TO 10'
6"
9"
21"
11"
21"
UP TO 16'
6"
9"
23"
11"
23"
UP TO 20'
7"
'=10"
24"
12"
24"
*SIDE ROOM - FOR MODELS 201HD, 202HD, AND 205 ADD 1" TO A-1 AND A-2
DIMENSION FOR UP TO 16' HIGH (UP TO 20' ALREADY INCLUDED)
FOR THE 203, 203IM, 204, AND 204IM ADD 11/2" TO A-1 AND A-2
A-2* DIMENSIONS IS CLEARANCE DIMENSION FOR EITHER CHAIN HOIST OR
MOTOR OPERATOR REGARDING BRACKET POSITION ONLY.
DIMENSION.DOES NOT INCLUDE OPERATOR ITSELF.
SECTION
CEILING
POSITION OF DOOR ASSEMBLY
DOOR SUPPORT BRACKETS
JAMB DOOR HEADER
Al OPENING WIDTH A2 �--
ELEVATION
CEILING: LOCATE DIMENSIONS AND CLEARANCE ON DIMENSION PANEL. STANDING ON
THE INSIDE FACING OUT. DRIVE TYPE IS ON RIGHT SIDE UNLESS OTHERWISE SPECIFIED.
M
April 2013 Page 22