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FL# FL14432-R2
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived E 1
Product Manufacturer ASTA DOOR CORPORATION
Address/Phone/Email 4255 MCEVER INDUSTRIAL
DRIVE NW
ACWORTH,GA 30101
(770)974-2600 Ext 208
J FRENCH3@ASTADOOR.COM
Authorized Signature JAMES FRENCH
JFRENCH3@ASTADOOR.COM
Technical Representative James French
Address/Phone/Email po box 420
acworth,GA 30101
ifrench3@astadoor.com
Quality Assurance Representative Mike Alvis
Address/Phone/Email P.O.Box 420
Acworth,GA 30101
(770)974-2600 Ext 248
malvis@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
D Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Joseph H. Dixon
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.
El Validation Checklist-Hardcopy Received
Certificate of Independence FL14432 R2 COI 30064 Cert of Fin Ind o odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity .?Yes .:No 0N/A
FI 14432 R2 —O( 35010b self affirm 14432 R1odf
Product Approval Method Method 1 Option D
Date Submitted 05/20/2015
Date Validated 05/20/2015
Date Pending FBC Approval
Date Approved 05/31/2015
Summary of Products
FL# Model,Number or Name Description
14432.1 320 Commercial Slat Door(20 Maximum design pressure for 8'wide by 21'high door.
Gauge-Flat Slat) Lower design pressures calculated for up to 20'wide by 21'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 300 Install Instr.odf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 300 Series.odf
Impact Resistant:No Verified By:Joseph H. Dixon FL#7768
Design Pressure:+109.3Max/-103.3Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16'_+42.7/ Evaluation Reports
-39.7 psf FL14432 R2 AE ER-11-0001-R1 022212 OO10.odf .
Created by Independent Third Party:Yes
14432.2 322 Commercial Slat Door(22 Maximum design pressure for 8'wide by 21'high door.
Gauge-Fiat Slat) Lower design pressures calculated for up to 20'wide by 21'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 300 Install Instr.odf
Approved for use outside HVHZ:Yes Fl 14432 R2 TT 30064 300 Series.adf
Impact Resistant:No Verified By: Joseph H.Dixon FL#7768
Design Pressure:+102.5Max/-96.5Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16' _+41.4/ Evaluation Reports
-38.4 psf FL14432 R2 AE ER-11-0001-R1 022212 OO10.odf
Created by Independent Third Party:Yes
14432.3 324 Commercial Slat Door(24 Maximum design pressure for 8'wide by 21'high door.
Gauge-Flat Slat) Lower design pressures calculated for up to 20'wide by 21'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 300 Install Instrpdf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 300 Series odf
Impact Resistant:No Verified By: Joseph H.Dixon FL#7768
Design Pressure:+95.3Max/-89.3Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16'_+40.0/ Evaluation Reports
-37.0 psf FL14432 R2 AE ER-11-0001-R1 022212 0010 odf
Created by Independent Third Party:Yes
14432.4 418C Roiling Steel Service Door(18 Maximum design pressure for 8'wide by 21'high door.
Gauge-Curved Slat) Lower design pressures calculated for up to 24'wide by 21'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 400 600 Inst Instrpdf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 400C Series pdf
Impact Resistant:No Verified By: Joseph H. Dixon FL#7768
Design Pressure:+81.2Max/-81.2Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16'_+/-32.9 Evaluation Reports
psf FL14432 R2 AE ER-11-0001-R1 022212 0010.pd
Created by Independent Third Party:Yes
14432.5 418F Roiling Steel Service Door(18 Maximum design pressure for 8'wide by 21'high door.
Gauge-Flat Slat) Lower design pressures calculated for up to 24'wide by 21'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 400 600 Inst Instrpdf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 400E Series odf
Impact Resistant:No Verified By:Joseph H.Dixon FL#7768
Design Pressure:+127.6Max/-127.6Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16' =+/-49.3 Evaluation Reports
psf FL14432 R2 AE ER-11-0001-R1 022212 0010.oddf
Created by Independent Third Party:Yes
_ 14432.6 420C Rolling Steel Service Door(20 Maximum design pressure for 8'wide by 21'high door.
Gauge-Curved Slat) Lower design pressures calculated for up to 24'wide by 21'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 400 600 Inst Instr.Ddf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 400C Series.Ddf
Impact Resistant:No Verified By:Joseph H Dixon FL#7768
Design Pressure:+77.6Max/-77.6Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16' =+/-32.2 Evaluation Reports
psf FL14432 R2 AE ER-11-0001-RS 022212 0010.Ddf
Created by Independent Third Party:Yes
14432.7 42OF Rolling Steel Service Door(20 Maximum design pressure for 8'wide by 21'high door.
Gauge-Flat Slat) Lower design pressures calculated for up to 24'wide by 21'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 400 600 InsUIn$t�df
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 400F Series.Ddf
Impact Resistant:No Verified By:Joseph H. Dixon FL#7768
Design Pressure:+119.3Max/-119.3Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16'_+/-47.7 Evaluation Reports
psf FL14432 R2 AE ER-11-0001-R1 022212 0010.pdf
Created by Independent Third Party:Yes
14432.8 422C Rolling Steel Service Door(22 Maximum design pressure for 8'wide by 21'high door.
Gauge-Curved Slat) Lower design pressures calculated for up to 24'wide by 21'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 400 600 Inst Instr.pdf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 400C Seriespdf
Impact Resistant:No Verified By:Joseph H.Dixon FL#7768
Design Pressure:+74.6Max/-74.6Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16' _+/-31.6 Evaluation Reports
psf FL14432 R2 AE ER-11-0001-R1 022212 Q010,Ddf
Created by Independent Third Party:Yes
14432.9 422F Rolling Steel Service Door(22 Maximum design pressure for 8'wide by 21'high door.
Gauge-Flat Slat) Lower design pressures calculated for up to 24'wide by 21'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 400 600 Inst Instr.odf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 40OF Series.Ddf
Impact Resistant:No Verified By:Joseph H.Dixon FL#7768
Design Pressure:+112.5Max/-112.5Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16'_+/-46.4 Evaluation Reports
psf FL14432 R2 AE ER-11-0001-R1 022212 0010.Ddf
Created by Independent Third Party:Yes
14432.10 424C Rolling Steel Service Door(24 Maximum design pressure for 8'wide by 21'high door.
Gauge-Curved Slat) Lower design pressures calculated for up to 24'wide by 21'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 400 600 Inst Instr.Ddf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 400C Series.Ddf
Impact Resistant:No Verified By:Joseph H. Dixon FL#7768
Design Pressure:+71.3Max/-71.3Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16'=+/-31.0 Evaluation Reports
psf FL14432 R2 AE ER-11-0001-RI 022212 0010.pd
Created by Independent Third Party:Yes
14432.11 424F Rolling Steel Service Door(24 Maximum design pressure for 8'wide by 21'high door.
Gauge-Flat Slat) Lower design pressures calculated for up to 24'wide by 21'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 400 600 Inst Instr.Ddf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 40OF Series.Ddf
Impact Resistant:No Verified By:Joseph H. Dixon FL#7768
Design Pressure:+105.3Max/-105.3Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16' =+/-45.0 Evaluation Reports
psf FL14432 R2 AE ER-11-0001-Rl 022212 0010 pdf
Created by Independent Third Party:Yes
14432.12 618 Insulated Rolling Steel Service
Door(18 Gauge)
Maximum design pressure for 8'wide by 24'high door.
Lower design pressures calculated for up to 24'wide by 24'
high door.
Limits of Use Installation Instructions
- Approved for use in HVHZ:No FL14432 R2 II 30064 400 600 Inst Instr.Ddf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 600 Series.odf
Impact Resistant:No Verified By:Joseph H. Dixon FL#7768
Design Pressure:+136.3Max/-136.3Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16' _+/-52.7 Evaluation Reports
psf FL14432 R2 AE ER-11-0001-R1 022212 0010.)d
Created by Independent Third Party:Yes
14432.13 620 Insulated Rolling Steel Service Maximum design pressure for 8'wide by 24'high door.
Door(20 Gauge) Lower design pressures calculated for up to 24'wide by 24'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 400 600 Inst Instr.Ddf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 600 Series.Ddf
Impact Resistant:No Verified By:Joseph H.Dixon FL#7768
Design Pressure: +128.7Max/-128.7Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16'=+/-51.2 Evaluation Reports
psf FL14432 R2 AE ER-11-0001-R1 022212 0010 Ddf
Created by Independent Third Party:Yes
14432.14 622 Insulated Rolling Steel Service Maximum design pressure for 8'wide by 24'high door.
Door(22 Gauge) Lower design pressures calculated for up to 24'wide by 24'
high door.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14432 R2 II 30064 400 600 Inst Instr.Ddf
Approved for use outside HVHZ:Yes FL14432 R2 II 30064 600 Series.Ddf
Impact Resistant:No Verified By:Joseph H. Dixon FL#7768
Design Pressure: +122.6Max/-122.6Max Created by Independent Third Party:Yes
Other:Design pressure at test door width of 16'_+/-50.0 Evaluation Reports
psf FL14432 R2 AE ER-11-0001-R1 022212 0010.odf
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 mall.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
emalls 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.
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Teat DOW 16 31.0 31.0 4240 0.022 18 31.0 31,0 4240 OA22 T[st DOW 16 3fA 31,0 424G 0.022 T,gt DOrx 16 31.0 31.0 4240 1 0.022
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8 x 218 71.3 71.3 424C 0.022 Mas Door S+m Was DDW Sm ku,V-Sae
8 x 21 9 71,3 713 4240 0'D22 8 x 21 6 74.6 74.6 4220 0.029 8 x 21 6 n5 77.6 4200 0.036 81,21 21 6 812 81.2 4100 0.045
10,21 10 7t.3 71.3 424C 0.022 9 x 21 8 74.6 74.6 4220 0.029 B x 21 9 77.66 77.8 4200 0038 9 x 21 8 Bt2 81.2 4160 0.045
11 k 21 11 59,7 59.7 424C 0.022 I O x 21 10 74.8 74.6 4220 0.029 IO x 21 10 778 77.6 4200 0.036 10 x 21 10 812 612 4180 0.045
12 x 21 1
2 50.9 50.9 4240 0.022 11 x 21 11 620 620 4220 0.029 11 k 21 11 642 64.2 4200 0.036 11 X21 11 66.7 66.7 418C 0.045
13 x 21 13 442 44.2 4240 0.022 12 x 21 12 527 527 4220 0.029 12 x 21 12 S4 3 54.3 4200 0" 12.21 t2 66.2 562 418C 0.045
14 x 21 14 38.9 3111 4240 0.022 13.21 13 45.5 45.5 4220 0.029 13 x 21 13 46.7 d6.7 42DC 0.036 13.21 13 481 28.1 4180 0 045
15.21 15 34S 34.5 4240 0.022 14 x 21 f4 33.8 39.8 4220 0.029 14.21 14 40.8 40.8 42DC 0036 14.21 14 419 419 4180 0.045
1,k 21 16 31.0 31.0 4240 0.022 15 x 21 16 35.3 353 4220 0.029 15.21 t5 36.0 36.0 420C 0.030 1S x 21 15 389 36.9 dtBC 0.045
17X
21 17 28.0 28.0 421C 0.022 16 s 21 /6 31.6 31.6 4220 0.029 16.21 16 321 32.2 420C 0.036 16 x 21 16 329 329 416C 0.045
18 s 21 18 25.5 25.5 4240 0.022 17 x 21 17 28.5 28.5 4220 0.029 17 x 21 17 29.0 29.0 4200 0036 17 x 21 17 296 29.8 418C 0A45
19 x 21 19 23.3 23.3 4240 0.022 18 x 21 16 25.9 25.9 4220 0.029 16 x 21 18 263 26.3 42DC 0.036 18 x 21 16 268 269 4tBC 0.045
20 x 21 2D 215 21.5 424C 0.022 19 x 21 19 23.6 23 6 4220 0.029 19 k 21 19 24.0 24.0 4200 01138 I9 x 21 19 24.4 2A.4 4160 0.045
21121 21 21 199 199 4240 0022 20 x 21 20 21.7 21.7 422C 0.029 21 x 2f 20 220 22.0 42DC 0.036 20 x 21 20 224 22.4 4180 0.045
22 s 21 72 16.4 18.4 4240 0.022 21.21 21 20.1 20.1 4220 0-029 21 x21 21 2D3 20.3 4210 U-036 21 x 21 21 20.6 20S 4180 0.045
23 x 21 23 77.2 172 424C 0-022 22 x 21 22 18.6 168 422: 0.029 22 x 21 22 18.8 189 420C 0.035 22 k 21 22 19.1 19.1 4180 0.045
24 x 21 2d 18 0 18.0 424 0072 23 x 21 23 17.3 173 4220 0.029 23 x 21 23 17S 175 42DC 0,036 23 x 21 23 17.7 17.7 d16C 0 045
24 x 21 24 16.2 16.2 4220 0.029 24 x 21 24 763 16.3 4200 0.036 24: 1 24 165 16 5 41flC D Ods
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18 x 7 16 31.0 31.0 4240 0.022 31.0 31.0 d24C O.D22 16.7 78 31,0 31A 4240 0.0.''2 16 x 7 16 31.0 31A 4240 0.022
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8 x 21 8 46.7 46.7 424C 0.022 B k 21 9 50.2 50.2 422C 0.039 6 x 21 8 53.2 53.2 4200 0.036 0 x 2t 8 se 58b 4160 0.045
9 x 21 8 46.7 46.7 4240 0.022 g%21 9 50.2 502 4220 OA39 8 s 21 9 532 532 4290 OD36 9 x 21 9 665 585 4180 0.045
10 x 21 10 46.7 46.7 424C 0.022 10 x 21 10 50.2 50.2 422C 0.039 10 x 21 10 53.2 53.2 4200 0.036 10 x 21 10 565 56 6 4180 0 U45
11 x 21 11 383 38.3 4240 0.022 11 x 21 11 40.8 40.8 4220 OA39 11 x 21 11 428 429 42DC 0035 11 x 2f 11 453 453 418C 0.045
12X
21 12 322 322 424C 0.022 12 x 21 12 34.1 34.1 4220 0.039 12x2,1 12 35.6 35.6 4200 0.036 12 x 21 12 37.3 37.3 4180 0.045
13 x 21 13 275 27.5 424C 0.022 13 x 21 13 26-0 29A 422: OD38 13 s 213 302 30.2 420C 0.038 13 x 21 13 315 315 41BC 0.045
14 x 2I 14 239 239 424C 0.022 14%21 14 25,0 25.0 4220 0.039 14 x 21 14 260 26.0 4200 0.036 14 x 21 14 27D ZT.0 4180 0045
15x 21 15 21.1 21.0 4240 0.022 15 x 21 15 21.9 21.9 4220 0.039 15 x 21 15 227 22.7 4200 0.036 15 x 21 15 23.4 23A 4180 0.045
18.21 18.7 18.7 4240 D022. 18x21 16 19A 19A 4220 0.039 16x21 18 20.0 200 16x21 16 208 20b 4180 0.045
GENERIC NOTES: ` QN N` "�"°"`y'J0°�
r!" f"mx:P7lR 97 t 26W/Fu:f77y 074•tt55
SUMMARY OF CATENARY FORCES FOR ALTERNATIVE DOORS G/��••rrr•••rr�r•� "i"D'°G0"�"" ""0S'°`"""�°'°° a
COMPARED TO CERTIFIED TESTING LABORATORIES REPORT NO.:CTLA-783W-2,DATED 12/12/01 ' ^ •r �Ely �� 400 Series
ROLLING STEEL SLAT DOOR(CURVED SLAT) r �✓
TEST DOOR:16'WIDE X 7'HIGH,DESIGN WINDLOAD+/-31 PSFO. 778 ++Rolling Steel Service Door
STATIC AIR PRESSURE TEST CONDUCTED IN ACCORDANCE WITH ASTM E330-97 .•`.
• liiT SIZE DESIGN PRESSURE TEST PRESSURE
DESIGN WIND FORCES ARE CALCULATED TO PRODUCE CATENARY FORCES AT THE GUIDES EQUAL $ STATE O a w1oEx 7'o HIGH 131.0 146.5
TO OR LESS THAN THOSE CALCULATED FOR THE TEST DOOR. • & �► ; (V xIMUM SIZE 424(24 GAUGE)20'0•WIDE x 2110•HIGH
Q� •••
' to
1�P••• 420.418(22,20.8 18 GAUGE)24'0'WIDE x 21'D'HIGH
THIS INDICATESTHAT THE CURTAIN,WINDLOCKS,WINDLOCK CONNECTIONS,GUIDE ANGLES,AND JAMB ••• S ••• MODELS TEST LOCATION
ANCHORAGES WILL ALL BE STRESSED TO APPROXIMATELY THE SAME AS THOSE IN THE TEST DOOR, SCALE=VAR 424-24 GAUGE 7252CFRN7ED OOSEETESnNG LABORATORIES
7252IJARCODSEE ROAD
PROVIDED THAT.THE DOOR IS CONSTRUCTED THE SAME FOR ALL OPENING WIDTHS. �// RA -a 1 422-22 GAUGE ORLANDO.FL32822
JIX e z 115 420-20 GAUGE REFERENCE
Joot= _.00sa,s 418-18 GAUGE On TESTREPROEPORTOER-FTrpzwbz
EVALUATION REPORT xER•11.0001
DRAWN BY.JCF
iSBUE;5-15-07 REVISED:2.18.11 DOrx1TSCACFDnA+mtm DRAwMOa667-540 1 'SHEET ZOfz
Joseph H. Dixon, Jr. P.E.
Product Destg''-Cof�srtltani Florida No. 7768 3952 Lake Mira Ct.
407-671-01-69Orlando, FL<32811
.t
February 22,2011
Revised February 22,2012
EVALUATION'REPORT No.: ER-11-0001-R1
Reference No.c 30064_32010 i
:Product: Exterior Doors—Roll-Up:Exterior Door.,Assemblies
3
G
Slat Models 300 Series(flat): 324,, 322; 320
Slat Models 40OF Series(flat): 424F,422F, 42QF,418E
Slat Models 400C Series(curved): 424C, 422C; 420C,41:8C-
Insulated-Slat Models.600 Series: 622, 620, 618
Manufacturer: Asta Door Corporation
4255 McEver Industrial-Drive,NW
Acworth-, GA 301`01 f
Statement of Compliance:
-The Rolling Doors described in this report were evaluated-to be in compliance with the 2610
Florida-Building Code.The doors are, for the purpose intended, at least equivalent to that
required by the-Code:when manufactured and installed as,described below:
Description of the Product
General—Slat Doors and Insulated Doors,
The curtain on aft models-is suspended from.a rotating shaft about which the curtain is coiled as the
curtain-'is raised In the closed position,the sides of the curtain are constrained from lateral'
movement along their vertical edges by steel guides that are attached to the-door jambs. This
constraint provides.resistance to lateral wind forces. Various guide configurations are used for the:
different door styles included-in this report. The.lateral .wind forces are transferred'from.the curtain
to the guides and then through the attachment elements to the doorjamb. Wind]ocks-are:attached to
each end of alternate slats. These'windlocks engage.the guides and help restrain.the curtain under
-wind lead. The,door jambs are part.of the main wind frame-resisting system and usually are
constructed of steel, concrete, or concrete masonry unim
l flllt.fe�
Guides'.are made using three angles configured as_E-Guides or Z-Guides with a.windl;qak liar ij
welded to the middle (outer) angle. The test door.qualified the door:for attachmen`t�i`'e-1per � 0
concrete jambs. A modified guide is'.used for reduced design pressures. The wall,�n art�'.t• �'••.
inner an reduced in-thickness from Y"to 3/16" for the'modified guide. TAie useP� ;v�
with the reduced design-load values shown in the modified guide tables. Itio-
STATE OF a .
F •:
Page 1 of 10 - z 2/l *'rr �`S jO.NAe����
C:1Consulbng\ChenttAsta132010 EvWReport ER-11-0001-R1.022312.dttc. `�j�! *`1�,�%*\
Joseph N.Dixon,Jr. P.E. FL No. 7768 Evaluation Report: ER-11-0001-R1 February 22,2012
Slats are made of Hot-Dip Galvanized (G90) steel sheet, ASTM A653 structural steel grade 50 with a
full coat of primer and baked polyester finish coat. Slat gage number is identified,by.the last two digits
of the model.number: 24 gage(0:022"), 22 gage (0.029"),20 gage (0.036") and 18 gage (0.045").
-Style variations may include door width; slat gage,.and wind load rating, or any combination.
Maximum door height is limited to 3 times the test door height. Each of these models is described,in
detail on a drawing for the size door tested.
Slat Doors—300 Series (flat slat)
Models 324, 322,and 320 doors consist of a steel curtain constructed of individual interlocking
flat slats. The curtain is suspended from a light-duty coiling system. The bottom bar consists of
the same angle as was tested plus an aluminum extrusion that has been-added to provide a better
connection to the curtain: The strength and stiffness of the alternate bottom-bar is higher than.the:
original. tested bottom bar.
A comparative analysis was made on each model to determine the maximum pressure that could
be applied for various width doors based on`using the same guides and anchors used in the test
doors.-.Maximum door heights were extended to 3 times the test door height. The,pressures
shown in Table 1 are these maximum design load values.These design pressures will exert
forces on the guides and anchors equal to or less than those calculatedfor the test.door.
Also,.a rational analysis was made on each model to determine the maximum pressure that could
be applied for various width doors based on the optional. use of the modified guide in lieu of the
tested`guide. All width doors have the same reduced force on the guide..This reduced force-was
determined by maintaining the same or less calculated stress in the guide angles and by using
comparative analysis with the.tested guide.
A welding option is shown on the drawing for E-Guides attached:.to steel jambs. A rational
analysis was usedto determine the weld requirements.
Slat Doors—400 Series (flat slat)
Model 424F, 422F,420F and 418F doors consist of a steel curtain constructed of individual
interlocking flat slats. The.bottom bar consists of two angles.
A comparative analysis was rhade.on each model to determine the maximum pressure'that could..
be,applied for various width doors based on using the same guides and anchors used in the test
doors. Maximum door heights were extended to 3 times the test'door height. The pressures-
shown-in Table 2 show these maximum design load-values. These design pressures will exert.
forces on the guides and anchors'equal to or less than those calculated for the test door.
Also,,a rational analysis was made on each model to-determine the maximum pressure that could
be applied.for various:width doors based on the optional use ofthe•modified guide in lie4WlthbjeJ
tested.guide. All width.doors have the same reduced force on the guide. This redu eAoy��q j;y
determined by,maintaining the same or less calculatedstress in the•guide angles ��•. ��� '�i
comparative analysis with the tested guide. `JCj ���GN$ •. ��
No.7788
A.welding option is shown on the drawing for:E-Guides
attached to steel jambs. A rational analysis was used to STATE OF
determine the weld requirements..
Page 2 of 10 . �
C.\Consulting\Client\M032010`Eval Repon ER-11-0001-RI 022212.doe Z/ZZ �,1S7��1 NA%_ +,%%G%`
Joseph A Dion,Jr. P E. FL No: 7768 Evaluation Report:ER-11-0001-R1 February.22,2012
Slat Doors—400 Series (curved slat)
Model 424C,422C 420C and 418C doors consist of a steel curtain constructed of individual
interlocking curved slats. The bottom bar,consists of two angles.
A comparative analysis was made on each model to.determine the maximum pressure that could
be applied for various width doors-based.on.using the same guides and anchors used in the test
doors. Maximum door heights were extended to 3 times the test door height.The pressures
shown in Table 3 show these maximum.design load values. These design pressures will exert
forces on the guides and anchors equal to or less than.those calculated for.the,test door.
Also, a rational analysis was made on each model to determine the maximum-pressure that could
be applied for various width doors based on,the optional use of the modified guide in lieu of the.
tested,guide.All:width doors have the.same reduced force on the guide.-Thisreduced force was
determined by maintaining the same or.less.calculated stress in the guide.angles and by using
comparative analysis with the tested guide.
A welding option is shown on the drawing for E-Guides attached to.steel jambs. A rational analysis
was used to determine the weld requirements
Slat Doors—600 Series.(Insulated.double slat)
Model 622, 620,and 618 doors consist of a steel curtain constructed of a double slat:with
insulation between the outside flat.slat and the inner slat.The.bottom•bar consists of angles:.
A comparative analysis was made on each model to determine the maximum pressure•that could
be applied for various width doors based on using the same guides and-anchors used in the test
doors.'Maximum door heights were extended,to.3 times the test door height. The pressures
shown in Table 4 show these maximum'design,load values. These design pressures will exert
forces on:the guides,and anchors equal to or-less than those calculated for the test door.
Also a rational analysis was made on each model to determine the maximum pressure that could
be applied for various width doors based on the optional use of themodifiedguide in lieu-of the
tested guide. All.-Mdth doors.have the same reduced force on'.the guide.This reduced force was
determined by maintaining.the,same or less-calculated stress in the guide angles and by using
comparative analysis with the tested guide.
A welding option; s shown-on the drawing fmE-Guides•attached to steel jambs: A rational
analysis was used to determine the weld requirements
The following models covered by this report.are described in.detail on the following
ASTA�Door Corp.,drawings: °ti�S�11 t f 1 p pt s`
`� •• CE • v�
N0.
STATE OF
.a 'I•
Ss •a•a•• ��``�``
der AL O
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C:tConsultind%ClientlAsta132010 Eval Report ERA 1-0001-R1 022212_doe
loseph fl.Mon,Jr. P.E. FL No. 7768 Evaluation Report: ER-11-0001-RI February 22,2012
Drawings
'00r
Se Drawing No. 607-3=300FR1, sheets 1 and 2 of 2,revised 02/18!1.1, sealed 2%22/11.
400 Series,Drawing No. 607--5-400FR1., sheets 1 and 2 of 2,dated 02/18/11, sealed 2/22/11
400 Series;;Drawing.No. 607-5-400CR1, sheets 1 and 2.of 2, dated 02/18/11, sealed'2/22111
600 Series; Drawing No. 607-6-600R1, sheets 1 and 2 of 2, dated 02/18/11; sealed 2/22/11.
Technical Documentation:
The tested models were tested'at Certified-Testing Laboratories, Orlando, Florida. These tests
were conducted following theprocedures of ASTM E330-02 or equivalent, Structural
Performance of Exterior Windows,.Doors, Skylights.and Curtain-Walls by.Uniform Static Air
Pressure Difference. The following-test reports,signed and sealed by R. Patel,P.E. cover the,
tested doormodels contained in this report:"
• Test Report No.: CTLA 689W, date: March 23,2001;(Model 324),.+40/-37 psf
• Test Report No.. CTLA 783 W-2,.date:.December l 2,200.1,(Model.424C),+/- 31 psf
•" Test Report No..: CTLA 783WA,. date: December 12, 2001.,.(Madel-424F), +/-45psf_
• Test Report No.: CTLA 1253W-1, date: August 8, 2004,(Model 622),+/- 50.0 psf
L. Design pressures for variations in door width and curtain thickness were determined by
comparative analysis with test results. The following calculations were prepared by Joseph H,
Dixon,Jr. P.E::
STANDARD GUIDE
• Calculations for Maximum Design Windload.for Model 324, T to 20' wide, 01/02/11
• Calculations.for Maximum Design Windload for Model 322, 8'to 20'tivide,.01/02/1 l
• Calculations-for Maximum Design Windload for"Model,320, 8' to 20'wide, 01/02/11
• Calculations for Maximum Design Windload for Model 424F, 8' to 24'wide, 01/02/1-1
• Calculations for Maximum.Design Windload for Model 422F, 8'to 24'wide, 01/02/11
Calculations for Maximum Design Windload:for Model 420F, 8'to 24'_wide; 01/02/l 1
• Calculations for Maximum Design Windload for Model 41817, 8' to 24' wide, 01/02711`
• Calculations for Maximum Design Windload for Model.424C. 8'to 24"vide, 01/02/11
• Calculations for Maximum Design'Windioad for Moder 422C, 8'to.24'wide, 01/02/11
• Calculations for Maximum,Design Wind]oadfor Model.420C, 8,-:to 24'wide,.01102/11
• Calculations for Maximum Design Windload for Model 418C,.8'to 24'wide;01/02/11
• Calculations for Maximum Design Windload for Model 62-2, 8'to.24' .vide,01/02/1 l
• Calculations for Maximum Design Windload for Model 620, 8'to 24' wide, 01/02/11 .
• Calculations for Maximum Design Windload for_lVModel.6'18,.8'to.24' ,Aide, 01/02/11
ID
to
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MD..77EL
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arS,UNAL
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Page 4 of 10 Z/ZZ//2 111111
JnolC4cnMsta02010 EvalRepon[:R-11-0001'-Ri.022212.doe
Joseph A Dkoli,Jr P.E. FL No. 7768 Evaluation Report:4ER-11-0001=R1 February 22,20.12
MODIFIED GUIDE
• Calculations for Maximum Design Windload for Model 324, 8'to 16'wide, 01/02/11
• Calculations for Maximum Design.W.indload for Model 322, 8'to 16' wide,01702/11
• Calculations for Maximum'Design Windload for Model.320, 8'to 1b' wide, 01102/11
• Calculations for Maximum-Design Windload for Model 424F. 8'to 16-wide, 01/02/11
• Calculations for Maximum Design Windload.for Model 422F, 8' to 1.6'wide,01/02/11
• Calculations for Maximum Design Windload.for Model 420F, 8' to 16'wide,01/02/11
• Calculations for Maximum Design Windload for Model 4-18F,-8' to 16' wide, 01/02/11
Calculations for Maximum DesignWindload for Model 424C,8'to 16`wide,01/02/11
• Calculations for,Maximum Design Windload for Model 422C, 8' to l6wide, 01/02/11
• Calculations for, Maximum Design-Windload for Model 420C 8' to 1.6' wide,01/02/11.
• Calculations for Maximum Design Windload for Model 418C; 8'to, 16' wide,01102/11
• Calculations for Maximum Design Windload-for Model 622, 8'to 16'_wide; 01/02/11
• Calculations for MaximumDesignWindload for Model 620, 8'to 16' wide; 01/02111
• Calculations for Maximum Design Windload for Model 618, 80 to 16'wide, 01%02/1.1
2. Calculations for welded attachment of E-guide to steel.jamb based on maximum forces. The
maximum force for all models occurs on Model 622, 16 ft. wide test door. Same welding to be
used for all Models with Standard Guides .
Calculations by-Joseph H.Dixon,Jr. P.E., 9 pages dated 11/26/10,sealed..2/22/1 l
3. Calculations for welded attachment of E-guide to steel jam.b based on maximum reduced forces.
The maximum force for all models occurs on Model 622, 16 ft. wide door with Modified G_ uides.
Same welding to be used for all Models with Modified Guides
Calculations by Joseph..H. .Dixon.Jr. P.E., 9 pages dated 01/15/11,..sealed 2/2/11
````,��11ft11I���,,,
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No. 7768
v
STATE.OF •
Page 5 of 10
C:tConsultia;�ClientlAslali2Q10 f val Report ER-11-0001-RI 022212.doc 2,ZZ//2
Joseph A Dixon,Jr. RE FL No. 7768 Evaluation Report: ER-11-0001-R1 February 22,2012
TABLE 1
Allowable Transverse Design Wind Loads (psi)
STANDARD GUIDE
Max. Max.
Door Door Model. Model Model
Width Height. 324 322 320
8 21 +95.3/-89.3 +1023 i1 96.5 +109.3/-103."s
9' 21 +95.3!=89.3 +102.5/-96:5
+109.3. 1-103.3 ,
10 21 +95.3/.,89.3 +1023-96.5 . +109:31-103.3;
11 21 +79.0/-73.8 +84.2/-79:0 +89.1 !-83.9
12 21 +67.01-62.4 +70:8!-66.2 +74.4/-69.8;
13 21 +57.8/-53.7 +60.7./-56.6 +63:4/-59.3
14 21 +50.5/46.9 +52.8/49.1 +54.8/-51.2
15 ZT +44.7!-41.4 +46:5.1-43.2 +48.1 /44.8 .
16 21 +40.0['-'37.0. +41.4 1-38.4 +42:7/'-39.7
1.7 21' +363 /-33.3 +37.2/-34.5 +38:3!-35.5
18 .. 21 +32.7 I-30:2 433.7/-31.2 +34.51-32.0
19 21 +29.91-27.6, +30.1./-2.8.4 +31.4/-29.1
20 .21 +27..5/-25.3 -+28.1 /'-26.0 +28.7/-26.5.
Design values used for the tests are shown in the box at 16 ft. width; Model 324.
Maximum test-load was 150%of design load:
All widths for any model have the same guides and anchorage as the.16' wide test door of that model.
Models 322 and 320 have the same guides and anchorage as the 16'-wide Model 324.
All doors shown have a design slip of%4" each.side.
TABLE lA
Allowable Transverse Design Wind_ Loads (psi
MODIFIED GUIDE
Max. Max.
Door Door Model Model Model
Width_ Height 324: 322 320
(ft) . (ft) .
8: 21 +64.4/=61.0 4:71.6/-68.2 x=78.6/-75.2 1� Z
`
.2 + -75.2
9' 21 +64.4/-61.0 +71:6.1-6878.6/-75 2. ���VIA H, OlxQ�'�i�
10 21 +64:4/41.0 +71.6/-68.2 +78:6/-75.2 �r .••••••••• �'
T +52.21-49.3 +57,4 � .
-s4.4 +62.4/-59.5. ` o�? '• \CENs •: ,,, %:
12 21 +43.4/-40.8 +47:2/-44.6 +5 I:.O/13 �
N6.1 7768
• *.
13 21 T,6.8/-34.6 +39:7/ 37.4 +42.6/ Z. STATEOF
14 21 +31.8 l-29:7 +34.1 /-32.0 +36.2/ '1s -
OR15 2] +27.8 I-26:0 +29.6 I-27.7 +31.3% �'�� ••• ��w�
16. 2.1. +24.6/-22:9 +26:0/-24:3 *,2714/-25.7 �i�i `SJ�NAL E�G�`�'
The values shown are based n the '����'/11
o Modified Guide. Loads"have a been reduced accordingly.
All widths for any model have the same guides and anchorage as the 16'wide door of:that model.
Models 322 and 320 have the same guides and anchorage as the 16'wide Madel 324-,
All doors shown have a design slip of 1/4 each side.
Page. 6 of]0
tinglClientt4siak32010 Eval Report,ER-11-0001-R1 022212.dnc
Joseph N..D&on,Jr. P.E. FL No. 7768 Evaluation Report: ER-11-0001'-RI February 22,2012
TABLE.2.
L Allowable Transverse Design Wind Loads (psl)
STANDARD GUIDE
r
Max. Max.
Door Door Model Model Model Model
Width Height 424F 422F 420E 418F
Oil (ft).
8 21 4-/ 105.3 +/- 11-2.5 +/- 119.3 +/- 127.6
9. 21 +/- 105:3 +/- 112.5 +/- 119.3 " +/- 127.6
10 21 +/- 105:3 +f--.112,5: _/- 119.3: +l-.127.6
I 1 21 +/-81.7 +/ 92.9 +1-97.8 +/- 103.7
12 .21 +l-74.6 +1--78.5 +/-82.0. +/-86.4
13 21 +/-64.6 +/-67.5 . +/-70.2 -;-/-73.-5
14 21 +/-56.6 +/-58.9-1 - +/-60.9. +/-64.5
15 21 +/-5012 +/-52.0 , +/-53-.6
.16 21 +/=45.0 .+/-46.4 +1-47.7 +1-49.3
17 21 +!-40.7 +/-41.8 --/-42.8 +!-4.4;1
IS 21. +/-36.9 +/-37.9 +I-38.7 +/-39,8
Ji
19 21 +/-33.8 +/-34.6 +/-35.3 +/-36.11
20 21 +/-31.1 +/ 31.7 +1-32:3 +/-33.0---------------
I
21. . 21 +/-28.7. +/-29.2 +/-,-)9.7 +/-30:3
22 21 +/-26.6 +/-27.1 .,_/-27.5 +/-28.0
23 .21 +l-24.8 +/-25.2 +/-25.5 +/-26.0
24 21. +/-23.2 +/-23.5 +/-23.8 +/-24:2
Design values used for the test are shown in the box at 16 ft.width.
Maximum test loadwas 150%of design load.
All widths for any model have the same guides and anchorage as.the 16'wide test door of that,model.
Models 422F,420F,and 418F have the same guides and anchorage as the 16'wide Model 424F.
All doors shown have.a design slip of 1/4 each.side.
TABLE 2A
Allowable Transverse Design Wind Loads (psf)
MODIFIED GUIDE
Max. Max.
Door Door Model Model Model Model
Width. Height .424E 422F 420F 418F
8 21 " +/'*I +/-.77.2.- +/-84.3 +/-92.5
9 21: 44T 70.1 +! .77.2 +A,843 +/-92.5
10 21 +%-:70.T +/ 772 +/-84.3 -4 92.5
1'1 21 +/-57.1 +/-62.3 +1-67.3 +/-73.3, 14 .........
•,��
.12 21 /-47..7 +/-51.5 +/-55.3. +/-59.6
.� •� •
'13 21 +/-40.6 +/-43.5 +/-X6.4 +/-49.7 No; M8
1421 +/-35.2 +I-37.4 +/-39.6 +/-42.2
15 21 +/-30.9 +/-32.7 +/- C'
34.4 -/-36A . � '; .S7ATE.OF 4'
16 21 +/-.27.4 +/-28.8 +/-30.2 +!-31..8 �: �•`•~��'RL OR1O 1"60.8�dL,�o
'Che values shown are based on the Modified Guide. Loads have'.bden reduced accordingly. .
All.wi.dths;for any model have the same guides and anchorage as the.16'wide door of that model.
Models 422F,4201=,and 418E have the same guides and anchorage as the 16'wide Model 424F. .p'
All doorsshown have a design slip of VV each side.
Page 7of10: *z 7-�/2
1tinglC1ienAAs(a1.32010 Eval Report ER-I i-0001-R1 022212.doc
Joseph H. Dixon,Jr. P.E. FL No. 7768 Evaluation Report: ER-11-0001-R1 February 22,2012
TABLE 3
Allowable Transverse Design Wind.Loads (psf)
STANDARD GUIDE
Max.. Max..
Door Door Model Model, Model Model
Width Height 424C 422C 420C 418C
(f) (ft)
8 21 +/. 71.3 +/-74.6 +l-77.6
9 21 +/-7 1.3 +l-74.6 +1-77.6 +/-81.2
10 21 +/-71.3 +/-.74.6 +1-77.6 +141.2
2.
11 21 +/.7.59.7 .. +/ 62.0' +/.-64.2' +/-66.7
12 21 +/--50.9 +/-52.7 +/-54.3 +/-56.2
13 21.. +/-44.2 , +!-45.5 +l:46.7 =I-48.1
14 21 +/-38.9 +/-.39.8 +/-40.8. /-41.9
15 21. -+:/=34.5 +/-35.3 / 36,0 +1-,36.9
16. 21 +/--31'.0 .' +/-31.6 +/-32.2 +/-32.9
17 21 +1-28.0 +/728.5 +/=29.0 . +/-29.6,
18 21 +/-25.5, +/-25.9 +/-26.3 +/-26.8
19 21 +/-23.3 +/-23.6 +f 24.0 +/-24.4
20 21 +/-21.5 +/-21.7 +/-22.0 +1-22.4
21 21 +/-19.8 +/-20.1 +1-20.3 +/-20.6 .
22 21 +/- 18.4 !- 18.6 -1-/-.18.8 +/- 19.1
23 21 +/- 17.2 +/- 17.3 +1- 17.5 +/- 17.7
�4 21 +/=16:0 +/- 16.2 +/- 1'6.3 +/- 16.5
Design values used for the'wi are shown in the box at.16 ft.width.
Maximum test load 'was 150%of design load.
All widths for any model have the same guides and anchorage as the 6'wide test door of that model.
Models 422C,420C,.and 418C have.the same guides and anchorage as_the 16'wide Model 424C.
All doors shown have a design slip of'/4"each side.
TABLE 3A
Allowable Transverse Design Wind Loads (psi
MODIFIED GUIDE
Max: Max.
Door Door Model Model Model Model
Width Height 424C 422C 420C 418C
8 21 +/-:46.7 .+/-.5.0.2 +l.53.2 +!-56.5 %1%
9 21 +/-46.7 +/-50.2 +!-53.2 +/-56.5 �� �� t-1'•.C?f� O f�e��
10 . 21 +/r,46.7 +/-50.2 +1-53.2 T1-56.5 ®�► %.;�G Fid �%••�:L ;
11 2.1 +/-38:3 +/=40.8 +1-.42.9 '. +1-45.3 N©: 7788
12 21 41-32.2 . +/-34.1 +/-.35P6 +/-37.3 :
13 2] +!-27.5 +/-29.0 +/- 0.2 +!-31.5 STATE OF
14 21 +/-23.9 +/-,25.0 +/-26.0 +/-27.0 - O • �( �► . W .
5 21 +/-21.1 +/-21.9 +/-22.7 +/-23.4 o SS,� �
16 21 +l: 18.7 +/- 19.4 +/-.20.0 +/-20.6 °�i,- d L
The values shown are based on the Modified Guide. Loads have been reduced accordingly. !I t t
All widths for any model have the same guides and anchorage as.the 16 wide door of that model.
Models 422C,420C,.and 418C have the•same-guides and anchorage as the 16'wide Model 424C.
All doors shown have a.design slip of%"each side. 2-y Vs
Page 8 of 10
C:iConsulting\ClientlAsia\32010 Eva]Report t:R-11-0001-RI 022212.doc
Joseph H.Dirou,Jr. T.E. FL No..776.8 Evaluation Report:ER4.1-0001-R1 February.22,2012
TABLE 4
Allowable Transverse Design Wind Loads(psf)
.STANDARD GUIDE
Max. Max.
Door, Door Model Model. model
Width Height 622 620 618
8 24 +/- 122.6 +/- 128.7, +%-.136:3
9 24 _ +/-.122.6 +/- 128.7 +/--136.3
10 24 +!- 122.6 +,1- 128.7. +/- 1.36-3)
11 24 +/- 100.9' +/-.1053 {I- 110.8
12 24 +/-85:0 +/-88.3 +/-92.4
13 24 +/-.73.0 +/ 75.4 "/-78.5
14 24 +/-616 +/-65.5
15 24 +/-56.1 +/-57.6 +/659.4
16 24 +/=.50:0 +/-51.2 +/ 52.7
17 24 +/-45.6 +/-46.0 +/-47.2
18 24 +/-40.7 /-41.5 +/-42.5.
1.9 24 +%-37.1 +/-,37.8 +/-38.6
20 .24 +/-34.1, +/,-34.6 +/735.3
21 24. +/-31.4. +/-31.9 +/-32.4
22 24 +/-29.1 +/-29.5 +%-30.0
23 24 7 +/-27.0 +/-27.3 +/-27.8
24 24. +/-.25.2 +/-25.5 +/-25.9
.Design values used for the test are shown in the box at 16 ft:width.
.Maximum test load was 150%of design load.
All widths for any model have.the same guides and'anchorage as the 16'wide test door of that model.
Models 620,and.618,have the same guides and anchorage as the 16'wide.Model`.622.
All doors shown have a design slip of V each side.
TABLE 4A
Allowable.Transverse Design.Wind Loads(08f).
MODIFIED GUIDE
Max. Max.
Door Door Model_. Model Model
Width Height 622 620 618 ;;tttt
(.8) 24) +/-85':1 z/-91.0 +/-'98.7 �� �; 01Y0'�Pf''t
9 24' +/='85.1 +/-91.0 +/-98.7 (� ;'de�.E1V$+- v >,
10 24
+/-8S.1 +/-91.0' +1--98.7 ,� '.+' No. 77
i 1 ,24 +/-68.4 -r/-'72.6 +/-78.1
12 24 . +/-56,4 +/-59.5 +/-63-6 � ja z 'STATE&
13 24 +/-47.6 +/-49.9 +1-53.0 % ; �
Q� ct DR1DA
14 24 +/-40..8 +./-42.6 +!-45.0 P,'t
15 24 +/-35.5 +/-36.9 +/--38.8
16 24 +/ 31:3 1 +/-32.4 !/ 33:9 !► t i �-
Thevalues shown are based on the Modified Guide.:Loads have been reduced accordingly.
All widths for.any model have the same guides and anchorage as the 16'wide door of that model.
Models 620.and 618 have the.same guides and anchorage as the 16'wide Model 622. /7-
All doors'shovvn have a design slip of each.side.
Page 9 of 10
t6nglC1ientLAs1aL32010 Eval Report_ER-I I-0001-R1 022211doc
Joseph IL Nvoit,Jr. P.E. FL No.,7768 - Evaluation .Report: ER-11-00.01-R.1 February 22,2012
Installation Requirements:
Installation requirements are described in ASTA Door Corporation Installation Instructions
as follows:
• Model`: 300(324,322,1320) Commercial Slat Door, 5 pages,dated 10-1-99, sealed 2/22/11
• Model: 400/600 (424F,422F, 420F, 418F,424C,A22C, 420C,418C,622-1620,:618)
Models 400& 600 Rolling Steel Service Door;4 pages,undated, sealed 2/22/11
Limitations and Conditions of use:
The use of the,door is limited to buildings.for which the design wind loads for wall components
"and cladding, determined in accordance with Section 1609 of the 2010 Florida Building Code,
do,not exceed the rated design:wind loads of the door as'show n,in the above Tables.
The-maximum width and height limitations for each style are shown in Tables 1, 1 A. 2,2A,.3,
3A.4 and 4A.
Door manufacturing is limited.to those plants that have met the 2010 Florida Building Code
Product Approval quality assurance requirements.
Doors are to be assembled as shown on the appropriate drawing referenced above, and the doors
are to,be installed in accordance.with.the installation instructions referenced above.
The doors covered:by this report are-not for use in the Florida High-Velocity Hurricane Zone.-
Certification of hndependence:
I, Joseph H.�D,ixon;Jr., certify that I am self-employed and operate as an independent contractor
providing professional engineering services. I.have no financial interest in nor will 1 acquire any
financial interest.in-any company manufacturing or distributing products for which evaluation or.
validation reports have been issued by me.
Likewise,I have no financial interest in.nor will I'acquire any financial interest in any other entity
involved in the approval process of those products for which I have issued reports..
J'oseph.H. Dixon,Jr. P.E:
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00
I,Na. 7768
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tinglClicniLAstal32010 Eva]ReportElt-i 1-0001-Rl 022212.dor " Page 10of10