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HomeMy WebLinkAboutProduct Approval L `u feE IM `la BCIS Home I Log In User Registration i Hot Topics ; Submit Surcharge I Stats&Facts Publications FBC Staff BCIS Site Map Links Search 'Florida 4l Product Approval USER:Public User t Product Approval Menu>Product or Application Search>Application List>Application Detail li 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 Back 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 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. Product Approval Accepts: ISI eChEt, M Credit Card Safe 16] 9' FOR STEEL4AMBS.USE 3•'8'-10 x m/4•SELF DRtLUNG FOR 001tCRETE JAMB.USE 12 x 2.W-ExPANS"DOLTS SCREW AND FASTENER X FROM FLOOR AND SPACED WITH 1.12•AOhWUM EMDEDUENTAND FASTENED 3•FRCM EMD ATM'ONCi THERPAFTER.(SEE NOTE3 FOR WELD OPTIOM FLOOR AND SPACED AT 12-ONCENTER THEREAFTER. 6' SAM t:LW' T-5 GUIDE ` CONCRETE i ASSEMBLY aocoP��aw) if LINMUII • '•••' TNICtNF56 USE 3M•-16x 1.114-BOLTS FASTENED FROs1FLOOR EA SPACED AT 17' O CENTER ON LEER THEFlEAFIEfi. ..---.�• - --- .. •SUP t2 x 12•COLD Va•SUP ROLLEDSTEELDUL '' Va 101. 3.7ld` 22.20 OR/8 GAUGE GALVANIZED STEEL FRONT SLAT AND {� ) ILZ�7 CURTAIN 24 GAUGE GALVANIZED STEEL BACKER SLAT. 1 -NOT To USE nvo 1/4'POP RIVETS PER ENDLOCK GALVANIZED ACCORDING TO A.S.T.M.A653-G90 AND I txtt[n+.+re J•z s•x+a•TVP• PER SIDE ON ALTERNATING SLATS \�' FINISHED WITH BAKED EPDXY PRIMER ANDIOR 21'-0' r 2+2•x2•xvle•nv. BAKED POLYESTER TOP COAT.(SEE NOTE 1) I AM% 3•x3 !j I (SEE NOTEOTE 2)2) ( SAME REOUIREM.FNTS AS GAME RECUtREMENTS AS -E!I- T-6 GUIDE ASSEMBLY T-6 GUIDE ASSEMBLY 12, YP• '"CEPT IOR WIZDM 3.1/a• r4314' e CONNECT104S AS 1 r 3• I EHowN GElow 1•t�• TSM GUIDE TEfi ORETE E. ..AON '' / `, iEVATION ASSEMBLY IOWP61M141USE>'0'-16 x 1.114,BOLTS FASTENEDQURVED SCAT 24.22.20 OR 18 GA. 13OTTOM 8AR WINDLOCK /oNFFgOQi1MD RSEq ED AT 12• \ BOTTOM SLAT MATERIAL:CAST IRON 4.6UP 12•x l2•COLD RGueusTEELeAR, �' " v4 1.1z � � NO SPACE 114' 1.570" � CURTAI Ts- .515 13116' S 314' OSP NOT To USETNOIWPOPRVETSPERENDLACK 3'x3•xYIG•WP. -• 314' EXCEED 1. . PER SIDE ON ALTERNATWG SLATS -�- 2.13/16" T T ,''11't'f�,, 7,12'x7•xans•nv. ' / ISEE NOTE Z) BULB ASTRAGAL 4' 14. O/rn I� F^3/4' 2-X 2'X I/8'(TYP.) < %M` G .RAR• •4•�• 0 1255 McEw Ir4.bW Drba STRUCTURAL STEEL ANGLE °a iv 5132' "/// I •\GENS�1 ' ! AawoM,D1974- NOTES: �! A 5718'//� O��• : At2°or ca/°r.tbn Mb Sde 7MavBi/7n3•W,Daa�"nDj s7a•I:Ss t.STEEL USED FOR SLATS IS ASTM-A653 WITH A MINIMUM YIELD '; C4 Y �►p • 400 Series STRENGTH OF 50 KSI AND TENSILE STRENGTH OF 65 KSI.(GRADE 50) s No.y�f;7V •� 2.GUIDES COMPOSED OF STRUCTURAL STEEL ANGLES.(.1875'MIN.THICKNESS) 7�•' gelling Steel Service Door 3.WELD OPTION FOR E-GUIDE TO STEEL JAMB Sq, Tattod Dow• STATE OF :• DESIGN PRESSURE TEST PRESSURE Series Door 10 a Daibn Wmd load Job Na, UiO P1PI Ptntr1/4' fd n Sial Only WbLd in Sbl PI°c F2b1 NSB at Too fba I Neg -t-.y eo-q t78'amb 3n0'amb . A 1 WIDE 7'O'HIGH 131.0 ±46.5 Itz 16'-0'wido al i6'-0•rf4e f PH n"- n aql at too �Oa�•��• amoP•." • 1/4°StmftTdWall Angle T-SGUIDE M a1spJ:InpsaromaivruAns•'• !/ -n ��•�•M•••4• /.\� MsdZE 424(24 GAUGE)20'O'WIDEx2V0'HIGH 4t t 32.9 32.5 025 1623 1873 18 GAUGE)24'0'WIDE x 21'0'HIGH azae "M 3.2 2 025 1823 t823d t/a•Ow.0d 114'ale+we1 tra'4�Ee,-Id ' 4 �%7231A 31.8 0.76 1823 11123 B'o.e 12-a.e 2.1/a'O 1C-3/3'o.c. MODELS TETT LOCATION a Te 3t 0 1A73 ,e .VARIE 424-24 GAUGE CERTIflm TESTING LABOPAI.OAlES 3/18`Modified Wad Angle T-SM 6111DE Loadamd-dbyraLoaI11 afatmnghl olwal angle kgao aPaunps me na.enurrn'•' T 7262 NARCOOSEE ROAD 400 I at Cm1 irudUleO 1 TOb 10.6 30064 0.25 1024 I0 24 FRACTION-11/32 422-22 GAUGE ORLANDO,FL 32822 a20Cm 0 -1n 70.0• 20.0 3006A 025 101A 1074 3116'Mel wold" 3/16'foatwotd- 3r16•f�0ol waq^ 3r16'fYrtwdd Jf.•.072 a22r- 22 moe ed re'4 SA 3DO64 0 5 +D24 oza Ix'o.c iz o.c Iz'o.c to 4'a/1z oa 420-20GAUGE REFERENCE a24Cm 711 msd•8ed 1&7 •te.7 J0064 o2s +o2a 1024 JIXW:.016 CIL TEST REPORT p78•""+2 -DOORS TESTED WITH W SELF CRILUNG SCRIF"0t2'OC,CONNECTING TO 3+16•STEEL JAMB dOD(-x.0055:5 418-18 GAUGE EVALUATION REPORT EER-11.0061 `FTLLETV.EID AROUND FULL PERIMETER OF SLOT DRAWN BY.JCF "'NO SPACWGS CKCEED THE FASTENER SPACING OF THE TEST ISSUE:5-15.07 REV6E0:2-18.11 DO NOT SCALE DRAWING OMWIhKi SS67.54011CRI SHEET OF2 MODEL 424 24-GAUGE-CURVED SLAT MODEL 422 22-GAUGE-CURVED SLAT MODEL 420 20•GAU0E-CURVED SLeT MODEL 41818-GAUGE-CURVED SLAT T-5 wem nwroml Dow T5 wsu, Dna ,wmwat 1x+n T5 wep, 1w,s-t Dan TS ww, v6a p,t Hep p6l A1Oat ga0a e, GUIDE n p..Vf "mf MadH gaw0. GUIDE n Pmmr NoD - Mods pWIn GUIDE n 1WDst N1gp3t r4pam gagaln GUIDE ft 16x7 16x7 18x7 16x7 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 C.U"W',cale4a,iana(orad Wteat d- tad 16 31.6 31.6 4220 1 0029 Ad' ed tfi 322 322 4200 0076 Ad ted 16 32.9 32.9 4780 5.95 Cm"'stove rotten by cel wum m Cd4vatgn pk,4mCns W od,rdrd lent IX,or Ca6bnla,n cak,R rgru for td les,Oder COfpip60n EdCLLMuna la odpatM lett dxX detw.naa audnarm design Pes- C--mina emcee by eak Aabon to Cor,V.renss fon.s by t.ki4non m Comp-iKs forme Weak,bti-m Lt.D-51Y detenua mmim,m,design pressum dNe,mb,e ma 1-d-ign P-- dets."Ins--i'-deign Pnsu.. 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 T-5M wee Um' wadaae Dear Aa b D� w.aan odo T5M wmb D wwox Dom TSM wm Do wadmd Doe GUIDE n Pm Par Neppsf xwal Oa9ex vmpit ta9P+r taoad pa9vY GUIDE n vpaPaf t7a9P., Mod oa9oin GUIDE n 1pipt Nappst MaON 9am� 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 Test D" Teal Door T t Dm Modified urO7 b 18.7 18.7 31.6 31.6 4220 0.039 Atl led 16 322 322 4200 OD38 ¢t6d 16 32.9 329 4180 0.045 G4braaon omdatiea,xfor beat door aYx441iana W_t door ColAntma valCuta,:Ons W iest Mm Cato u e.twL ns s W tesldom Modred rope Pithnalemtt4•WN161 xtodl dwap Ihib.,aa from 6 WessY va•ta 311• Ful w dwsgn 63iek-Ymn 1/4.1.3116- C-V.m v.f-bymkm4don m Comp.r.We fortes by ukO.W.m Cam"edea fa,ae by C.k,xaam 10 COmparadse"-try e.lcrda9m,m kar dadre n9dmin design pnsa d-Ena ma,b,xa„d..ipn pn.aa. dsb ins-d-d.",.p- de.,Wne-b-design Dees- M.D-Ofm Max D6m Six. Mae DOm St. xtu Dam Sbe 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 Page 3o10 2�2z�(z ,i4i1t1 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 �3 • y\GENIra v MD..77EL � � : fir• = * = 'o STATE OF a '' ���• .N�•�. Pte. `��" lV arS,UNAL too 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���,,, % .•,......., .oy ,` • 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: `,``,�11t1.i11��� ', %AV'• O fw dj 00 I,Na. 7768 STATE a kvW.w .` ON AL ZZ//2 ��ttt�ttt��`t tinglClicniLAstal32010 Eva]ReportElt-i 1-0001-Rl 022212.dor " Page 10of10