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Home My WebLink AboutEVALUATION REPORT a ,Joseph H. Dixon, Jr. P.E. �6N Product Design Consultant Florida No. 7768 �� 3952 Lake Mira Ct. 407-671-0169 sftudgrA ' Orlando,FL 32817 MW FILL COPT August 22, 2012 EVALUATION REPORT No.: ER-12=0003 Reference No.:32022 Product: Exterior Doors—Roll-Up Exterior Door Assemblies—Impact Resistant Model 2031M(sheet): 203IM, 204IM Model 4001M Series (flat slat): 422FIM-22 gauge,420FIM-20 gauge, 418FIM-18 gauge Model 600IMSeries(insulated slat): 622IM-22 gauge, 620IM-20 gauge, 618IM-18 gauge Manufacturer: Asta Door Corporation 4255 McEver Industrial Drive,l\TW Acworth, GA 30101 Statement of Compliance: • The Rolling Doors described in this report were evaluated to be in compliance with the 2010 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 Sheet Doors-General The curtain on Model 203IM is suspended from a light-duty coiling system 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 doorjambs.This constraint provides resistance to lateral wind forces.The same guide configuration is used for both sheet door models 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. Windlocks are attached to each side of the curtain. These windsocks engage the guides to help restrain the curtain under wind load. The doorjambs are part of the main wind frame resisting system and usually are constructed of steel, concrete, or concrete masonry units. The bottom bar consists of a steel angle plus an aluminum extrusion: Guides are made using a cold-formed shape with a separate cold-formed windlock bar attached to the guide. Attachment to steel jambs is made directly through the guide.Attachment to concrete jambs is made through steel brackets attached to the guide.The test door qualified the door for attachment to either steel ;i concrete jambs. ,`♦♦1t 1010 pp �� 4 ,.,.....,,. , EIV 7 . T7�d8 * . STATE OF r a Page 1 of 4 /"�- /�/TONAL O♦�� C.1Consulting\ClientWstali2022 Eva]Report ER-12-0003 082212.doc /I/m$0 Joseph-H.DLron,Jr. P.E. FL No. 7768 Evaluation. Report- ER-12-0003 August 22,2012 Sheet Doors—Models 203IM and 204IM,Impact Resistant • The curtain is made of Hot-Dip Galvanized(G60) steel sheet with a full coat of primer and baked polyester finish coat. The 26 gage sheet has a specified minimum yield strength of 80000 psi. The sheet is cold-formed into a corrugated shape. Style variations may include door width, height, and wind load rating, or any combination. Maximum door height is limited to 3 times the test door height. Model 203IM is described in detail on a drawing for the size door tested. Model 2041M has the addition of a double foil insulation adhered to the coil side of the curtain that does not affect the structural capacity of the door. Slat Doors and Insulated Slat Doors-General The curtain on all 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 doorjambs.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. Windlocks are attached to each end of alternate slats.These windlocks engage the guides and help restrain the curtain under wind load.The doorjambs are part of the main wind frame resisting system and usually are constructed of steel, concrete, or concrete masonry units. Guides are made using three angles configured as E-Guides or Z-Guides with a windlock bar welded to the middle angle.The test door qualified the door for attachment to either steel or concrete jambs. Slat Doors—400 Series (flat slat),Impact Resistant 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: 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. Model 422FIM-22 gauge,420FIM-20 gauge and 418FIM-18 gauge doors consist of a steel curtain constructed of individual interlocking flat slats.The bottom bar consists of two angles. Maximum door heights were extended to 3 times the test door height. Slat Doors—600 Series (Insulated double slat),Impact Resistant 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. Face slat gage number is identified by the last two digits of the model number: 22 gage(0.029"),20 gage(0.036") and 18 gage(0.045"). The back slat on all models is 24 gage (0.022"). 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. Model 622IM-22 gauge, 620IM-20 gauge, and 618IM-18 gauge doors consist of steel curtain constructed of a double slat with polystyrene insulation between the outside flat slat(face)anc WW 1 f 111 f slat. The bottom bar consists of two angles. *e��e� K D1ka'� • GENS''• 'v FlU No. "nee COP • STATE OF a OROO " s ; •' �0 ��NAL ��, E ��` C:\Consulting\Clientl4 Page 2 of 4 sta132022 Eva]Report ER-12-0003 082212.doc 81 4- �Z '��1/j 1 •'Joseph,H.Dixon,Jr. P.E. FL No. 7768 Evaluation Report: ER-12-0003 August 22,2012 Drawings The following Impact Rated door models covered by this report are described in detail on the following ASTA Door Corp.drawings: Model 2031M,Impact, Drawing No. 507-2-203IM, sheets 1 and 2 of 2, dated 08/20/12, sealed 08/22/12 400 Series IM, Impact,Drawing No. 607-5-400FIM, sheets 1'and 2 of 2,dated 09/20/12, sealed 08/22/12 600 Series IM, Insulated-impact, Drawing No. 607-7-600IM, sheets 1 and 2 of 2;dated 08/20/12, sealed 8/22/12 Technical Documentation: The tested models were tested at Element Materials Technology,Orlando, Florida. Each model was tested for static pressure and for missile impact and cyclic wind pressure as follows: ASTM E330-02, Test Method for Structural Performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference. ANSI/DASMA 108-05,Standard Test Method for Testing Sectional Garage Doors and Rolling Doors:Determination of Structural Performance under Uniform Static Air Pressure Difference. ANSI/DASMA 115-2005(Per Loading Sequence 1),Standard Method for Testing Sectional Garage Doors and Rolling Doors:Determination of Structural Performance under Missile Impact and Cyclic wind Pressure. The following test reports, signed and sealed by Ramesh Patel, P.E. cover the tested door models contained in this report: • Test Report No.: ESP010520P, date: August 17, 2012,(Model 203IM-26),+40/-40 psf • Test Report No.: ESPO 1 0520P-1, date: August 17, 2012,(Model 203IM-26),+40/-40 psf • Test Report No.: ESPO10181 P, date: August 17, 2012,(Model 422FIM),+55 /-55 psf • Test Report No.: ESPO10181 P-1,date: August 17,2012,(Model 422FIM),+55 /-55 psf • Test Report No.: ESPO 1018'1 P-2,date: August 17, 2012, (Model 622IM),+50/-45 psf • Test Report No.: ESPO10181 P-3,date: August 17, 2012,(Model 6221M),+50/-45 psf Maximum width of doors is limited to the test door width as follows: Model 203IM: 14'-0" Series 400 IM: 16-6" Serie's 600 IM: 16-6" Calculations for alternate welded attachment of E-guide to steel jamb based on tested Model 422FIM, 16-6" wide, Design wind load of+/- 55 psf. Weld size and spacing selection is also applicable for Models 420FIM, 418FIM, 622IM, 6201M, and 6181M. Calculations by Joseph H Dixon,Jr.P.E., 9 pages dated 08/22/12. 0'"I.LE C % � H. DkoOPY �0 tiVGEIVS No. 776S r -ti STATE OF : ar ? o aw yr NAL Page 3 of4 CAConsu1ting\C1ientWsta132022 Eval Report ER-12-0003 082212.doc • Joseph H. Dixon,Jr. P.E. FL No. 7768 Evaluation Report: ER-12-0003 August 22,2012 Installation Requirements: Installation requirements are described in the following ASTA Door Corporation Installation Instructions for non-impact resistant doors and are applicable for the corresponding models of impact resistant doors: • Non-impact Models: 203 (203,204) Sheet Doors,4 pages, sealed 6/01/07 Impact Models 203IM,204IM • Non-impact Models: 400/600 (422F,420F,418F, 622,620,618) Models 400 & 600 Rolling Steel Service Door,4 pages, undated, sealed 2/22/11 Impact Models 422FIM-22 gauge,420FIM-20 gauge, 418FIM-18 gauge 622IM-22 gauge,620IM-20 gauge,61SIM-18 gauge 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 shown in the above test reports. 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 Independence: I,Joseph H. Dixon,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 I 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. COP Y Joseph H. Dixon,Jr. P.E. S N N piX �,Ok E • S �.•••�GN .,� " �+ •- l FOR STEEL JAMBS,USE TWO 1/4'x1-1/4'TEK FOR CONCRETE JAMB.USE1/4'x SCREWS(MANUF.BY BUILDEX)PER CLIP 1-3/4'TAPCON SCREW(MANUF.BY LOCATED 6'FROM FLOOR AND SPACED @ 24- BUILDER)6'FROM FLOOR AND ON CENTER THEREAFTER SPACED @ 12'ON CENTER THERE 4-1/4• AFTER 8" 14'-0" USE 3/8'x 16'x 1 1/4'HEX - EXISTING STEEL 3000 PSI ;�(.... •.: HEAD BOLTS. USE 1/2'x 2 1/4'HEX NUT JAMB 3/16'MINIMUM CONCRETE •�!,,!•' SLEEVE ANCHORS THICKNESS r O O CuRrm 1/4'SLIP _ FOR STEEL JAMBS.USE FOR CONCRETE JAMBS-USE STEEL 1/4 x 1 1/4'SELF DRILLING 1/2'x 2 1/4'EXPANSION BOLTS CONCRE-M JAMB SCREWS(MANUF.BY (MANUF.BY PORTEOUS)w/1 JAMB HEAD BUILDEX)AND FASTENED 1/2'MIN.EMBEDMENT AND STOP 6'FROM FLOOR AND FASTENED 6'FROM FLOOR SPACED @ 6'ON CENTER AND SPACED @ 24'ON THERE AFTER CENTER THEREAFTER 2 1/8' 1 3/8" 26 GAUGE GALVANIZED STEEL. GALVANIZED I f q 10' 5/16"SCREW HOLE ACCORDING TO A.S.T.M.A653-G60 AND FINISHED WITH (TYP.OF 2) BAKED EPDXY PRIMER AND BAKED POLYESTER TO COAT (SEE NOTE I) 14' (13/RSW m N 21'-0'MAX. 2 5/8" 7/g• 9/16-x 1"ANCHOR SLOT GUIDE INSERTS NOTE#2 HEAVY DUTY GLIDE CUP TOGGLE LOCK o 24°TYP. DETAIL fO i .31 2.688" 25 1 ..250" o N 6" - o . . 13/8" SLIDE BOLT LOCK � N N �.200(2) ONE @ EACH JAMB INTERIOR ELEVATION SIDE ELEVATION WHMOCK CLE - � � TE#4) 1 H• ///o 4255 McEver Industrial Dr. 3 LE - J- PDIi�O � Acworth,GA 30101 • . /y PH:(770)924-2600/Fax:(770)974-1455 00r ••• 01 STA Door Corporation www.astacioor.com ONE LOCK LOCATED AT EACH �Q/ � �O�•• NO. SEAM :• v� END OF CURTAIN. NO. n� go .~. SEAM 2"x 2'x 1/8"STEEL * L 2031M IMPACT RATED WINDLOCK DETAIL BOTTOM ANGLE ALUMINUM f STATE OF EXTRUSION (U • COMMERCIAL SHEET DOOR Y4"FLAT WASHER �. Y"-20 X 1-Y"TRUSS ��-'� ••.•`ORjO};•••• 3 1/2" %6"-18 HEX NUT - HEAD SCREW ••••....••• �2 9� /ss�O ��G `�� LIFT CLIP BOTTOM //I NAL. ,�� TEST REPORT*ESP010520P ASTRAGAL �/�/ `tjo 100� TEST DATES:7/12/12-7/14/12 �-3/8" RADIUS SLIDE BOLT LOCK 1R Co . SCALE:VARIES(DO NOT SCALE DRAWINGS) TE$T TYP. �YV LOCK WASHER TOLERANCES o f + COMM - 25" FRACTION--1/-1/32 Y'-20 HEX HEAD NUT X=+/-.032 TEST LOCAT N 1 XX +/-,015 MODELS ELEMENT-ORLANDO XXX=1+/-.005<=/-5 2031M 124 PREMIER ROAD ED COFFWAT SFEET SLIDE BOLT LOCK AND BOTTOM BAR 2041M ORLANDO FL 32822 DRAWN BY:BCLLC ISSUE:08-23.12 DRAW)NG N507-2-2031M SHEET 1 OF 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 US 201 AND ANSI/DASMA 116 WITH THE IMPACT _ DIRECTION TOWARD THE EXTERIOR FACE OF THE SLATS. -THE CYCLIC WIND PRESSURE TEST PER TAS 203 AND ANSI/DASMA 116. -REFERENCE ELEMENT-ORLANDO, TEST REPORT#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"k 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. J !f/ uu / O`� �' 4255 McEver Industrial Dr. `N �G_` ..&•�•��•.•O�.I Acworth,GA 30101 �. •• • PH:(770)924-2800/Fax:(770)974-1455 - = O .�•`,�jEIV • • V �TA DoorCorporat,..www.astadoor.com QQ8F • i _ 1141. STATE OF gr WIDEL 2031M IMPACT RATEDWINDLOCK •' • COMMERCIAL SHEET DOOR••'�ORID�'..•�ty . Q , fill t TEST REPORT TEST DATES:7*2/SP2 01052 SEA 110 / /120P/ SCALE:VARIES(DO NOT SCALE DRAWINGS) TEST TOLERANCES 1139- DMM � FRACTION a/-1/32 'W-(M x VH +/ 40D +/-OD X=+/-.032 MODELS EST LOCATION XX_+/-.015 2031M ELEMENT-ORLANDO .XXX=+/-•005<=/-5 2041M = 124 PREMIER ROAD ORLANDO FL 32822 DRAWN BY:BCLLC ISSUE:08-23-12 DRAWING N507-2-203IM SHEET 2 OF 2