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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 . F o.Ida Depan111t''1Cd SCIS Home Log In j User Registration 4 Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ; Links ; Search Busines Pmfessi �l Is.*-" Product Approval USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail � ,` FL# FL1a7430-R2 App(cation Type Revision Code Uersio I 2034 plication tatils ' Approved Comments Archived p Product Manufacturer Haas Door Company Address/Phone/Email 320 Sycamore St. Wauseon,OH 43567 (419)337-9900 Ext 243 mschweitzer@haasdoor.com Authorized Signature Mark Schweitzer mschweitzer@haasdoor.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John E.Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Kurt Dietrich PE © Validation Checklist-Hardcopy Received Certificate of Independence FL17430 R2 COI Cert of Ind Scates 2015 s.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6G50yB... 2/16/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 06/26/2015 Date Validated 06/27/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/18/2015 Summary of Products FL# Model,Number or Name De cri do 17430.1 01.HT 600,700,2000&800 HT Series sectional sandwich type garage door 9'2" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R2 II WL-0600-0110-08-65-65HVHZ-RevB s.pdf Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+65/-65 Evaluation Reports Other: FL17430 R2 AE EvalReotHVHZ r2 s.odf Created by Independent Third Party: Yes 17430.2 02. HT 600,700,2000&800 HT Series sectional sandwich type garage door 16'2" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R2 II WL-0600-0194-08-48-52HVHZ-RevB s.pdf Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +48.0/-52.0 Evaluation Reports Other: FL17430 R2 AE EvalReotHVHZ r2 s.pdf Created by Independent Third Party:Yes 17430.3 03. HT 600,700,2000&800 HT Series sectional sandwich type garage door 18'2" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R2 II WL-0600-0218-08-45-SOFIVHZ-RevA s.pdf Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+45.0/-50.0 Evaluation Reports Other: FL17430 R2 AE EvalReotHVHZ r2 s.pdf Created by Independent Third Party:Yes 17430.4 04.HT 5000 Series HT Series sectional Aluminum sandwich type garage door 9'2"wide Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R2 II WL-5000-0110-08-65-74HVHZ-RevA s.pdf Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +65.0/-73.5 Evaluation Reports Other: FI-17430 R2 AE EvalReotHVHZ r2 s.pdf Created by Independent Third Party:Yes 17430.5 05.HT 5000 Series HT Series sectional Aluminum sandwich type garage door 16'2"wide Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R2 11 WL-5000-0194-08-48-52HVHZ-RevA s.pdf Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +48.0/-52.0 Evaluation Reports Other: FL17430 R2 AE EvalReotHVHZ- r2 s.odf Created by Independent Third Party: Yes 17430.606. HT 5000 Series HT Series sectional Aluminum sandwich type garage door 18'2"wide Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R2 II WL-5000-0218-08-4S-50HVHZ-RevA s.pdf Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+45.0/-50.0 Evaluation Reports Other: FL17430 R2 AE EvalReotHVHZ r2 s.pdf Created by Independent Third Party:Yes 17430.7 07. PAN C2000,C2400,C2410, PAN Series sectional pan type garage door 97"wide R2410,C2460,R2460,C2461, R2461,C2471,R2471,C2472, R2472,C2480,R2480,C2481, R2481,C2482,R2482 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R2 11 WL-2000-0110-08-65-74HVHZ-RevA s.pdf Approved for use outside HVHZ:Yes Verified By: John E.Scates 51737 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6G50yB... 2/16/2016 Florida Building Code Online Page 3 of 3 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+65.0/-73.5 Evaluation Reports Other: FL17430 R2 AE EvalReDtHVHZ r2 s.pdf Created by Independent Third Party: Yes 17430.8 08. PAN C2000,C2400,C2410, PAN Series sectional pan type garage door 16'2"wide R2410,C2460,R2460,C2461, R2461,C2471,R2471,C2472, R2472,C2480,R2480,C2481, R2481,C2482,R2482 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R2 II LVL-2000-0194-08-48-52HVHZ-RevA s.pd Approved for use outside HVHZ:Yes Verified By:John E Scates 51737 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+48.0/-52.0 Evaluation Reports Other: FL17430 R2 AE EvalReDtHVHZ r2 s.pdf Created by Independent Third Party:Yes 17430.9 09.PAN C2000,C2400,C2410, PAN Series sectional pan type garage door 18'2"wide R2410,C2460,R2460,C2461, R2461,C2471,R2471,C2472, R2472,C2480,R2480,C2481, R2481,C2482,R2482 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R2 11 WL-2000-0218-08-45-501-IVI-17_-RevA s.odf Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +45.0/-50.0 Evaluation Reports Other: FL17430 R2 AE EvalReptHVHZ r2 s.pdf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here_. Product Approval Accepts: = WERE Securitvmvrii3C:S' 1 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6G5OyB... 2/16/2016 1 2 3 4 5 6 7 8 REVISIONS orf.Inal By I araewnoN wrt Maximum Door Width 9'-2" NOTE: Track configuration above A MVS cans op Bracke the door opening does not affect H mvs ws/1s F /DETAI'LA(sheet 2 of 3) A the wind load rating of the door. F 0 N SINGLE STEEL END STILE 16 Ga Galvanized Steel r Flag Bracket Detail H(sheet 2 of 3) E E Slide Lock Shown Detail G or Door Height Lock Bars Detail J(sheet 2 of 3) 1 8'-0"Tested Manual door locks are See chart required unless an automatic Jamb Bracket below for other operator is installed. Detail F(sheet 2 of 3) door heights 661 +/_3° 541„+/_3" 38"+/.3" D B BD22J"+/_X \111111111!/// Bottom Bracket End Hinge Strut&Strut Attachment Intermediate Hinge 4^+/-3" Detail C(sheet 2 of 3) Detail B sheet 2 of 3 Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) �\)O,v�GEN✓fF•1� /� This product hos been tested per TAS202-94 for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. • No.51737 This product has been tested per TAS201/203-94 for large missile impact and cyclic wind pressure. ♦ ' C Model Number Supporting structural element designs are to be the responsibility of the professional of *( �� C record for the buildin or structure for the loads listed on this drawing. "p:• STATE OF W HT_60&2_60 SERIES Total rut Jamb j HT_61&2_61 SERIES Heioht No of Total#of Struts Confituration Brkts/ NOTICE: ij0�••�p�OR1p......... •Ga� HT_63&2_63 SERIES 9 Sections 9 Side to ethe se drawings enstrucYlolns for ement ,// SsONA-;0 N HT_64&2_64 SERIES 6'-0" 3 3 5 a standard door and only covers /// � HT 70&2_70 SERIES HT-10&210 SERIES 6'-0" 4 4 5 those procedures that vary from /1111 I1\I HT_71&2_71 SERIES HT-12&2&2_12 SERIES 6'-3" 4 4 5 standard door installation. If HT_80&2—80 SERIES HT 72&2_72 SERIES HT-14&2_14 SERIES 6'-6" 4 4 5 these specific procedures are not followed, the door may not HT j1&2_1 SERIES HT 73&2_73 SERIES HT-16&2_16 SERIES 6'-9" 4 4 SEE 6 perform as designed. Digitally signed byJohn E.Scates,P.E. HT-82&2_82 SERIES HT 74&2_74 SERIES HT-32&232 SERIES T-0" 4 4 6 Date:2015.06.24;15:05;55-05-00- B 90&L90 SERIES HT 900 SERIES HT 33&2_33 SERIES SHEET 7'-3" 4 4 3 OF 3 6 B B Door Width Desl n Pressures End Center Center Center Impact 7'-6" 4 4 6 John E Scates• P.E. + sf - sf Stiles Stiles Hin es Stiles Hin es Stiles Hln es Resistant 7'-6" 5 5 6 3121 Foirgote Drive 4•.0-thw•-tt• 65.0 -65.0 Single 1 0 YES Carrollton, Texas 75007 s•-0•m.s•-tt• 65.0 -65.0 Single 1 1 YES 7-9" 4 4 6 7'-9" 5 5 6 Florida P.E. # 51737 e'-0 tt -6 , n Professional Engineer seal provided only for e'.0"11-s•a• 65.0 -65.0 Single 3 1 YES 8'-0" 4 4 6 PACT RESISTANT 8'-0" 5 5 6 verification of wind load construction details. s- 65.0 6'-0"Ih,u r-0• 65.0 -65.0 Single 1 1 YES Maximum section height is 24 in. This product has been evaluated for use in Maximum door height is is ft. FL#17430.1 the High Velocity Hurricane Zone (HVHZ). r-7"thruW-2• 65.0 -65.0 Single 3 1 YES 9 4•-0•mm 4•-tt• 65.0 -65.0 Single 1 0 YES All doors, even those above the tested height, are DESCRIPTION: s•-0.0w s•'-1 t• 65.0 -65,0 Single 1 1 YES avoiloble with jamb brackets or commercial full , 9'2"HT 600,700,2000.800&900 SERIES 9 angle. The quantity and dimensional location of HVHZ WIND LOAD SECIIONAL DOOR A A 6-0-Ih,v 9-2 65.0 -65.0 Single 3 1 YE$ the jamb brackets/track clips and the jamb DESIGN PRESSURE+65.01-65.0 PSF This product is available in narrower sizes with the some PSF and constructed as shown. mounting shown above should be maintained. - DRAWING NO:WL46MI 10-0114545M1I2 I SHEET.IOF3 1 REV. H This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the no 111— OATEORN:IVI/14 ORAWNBT: MVS PSF required for any given site. —Chile,,,11 MODEL(S): See Sheet 3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 REVISIONS REtl.IZOKEI A 1 OE001111,111U14 WR A I I.vsl I VVIf B RIvS 6 15 F F PUSH NUT 7/16- END HINGE TER SCREW See DETAIL K for push 14 Go Galvanized Steel 1/4'X 3/4"Hex Washer Head nut plocemenl Self Drilling (3 per Bottom Bracket) TEK SCREW ADJUSTABLE TO FIXTURE �41i 1/4'% 3/4•Hex Washer O p BOTTOM BRACET 12 Ga Head Self Drilling (6 per Y 1}Ga Galvanized Steel ® TEK SCREW Hinge) PUSH NUT 7/16"1/4"%3/4"Hex Washer PUSH NUT 7/16" See DETAIL K for push nut plocemenl Head SellDrilling (4 per SeeDETAIL K for push Bracket) nut placement BOTTOM SEAL DETAIL A DETAIL B DETAIL C E E *dimples - 3 1/2"z 4'E STRUT 18 Go 50 KSI Minimum SLIDE LOCK One On Each INTERMEDIATE HINGE Galvanized Steel 18 or 14 Go Galvanized Steel91/4"X r4. JAMB BRACKET p SOCK of Th Deer) or 12 Go Galvanized Steel ® (s DETAIL J) TER SCREW �� 1/4"%3/4'Hex Washer Mead 3] SLIDE LOCK or LOCK BARS Self Drilling4 2" BOLT&NUT o Engages a the tical ( per Hinge) � 1/4-201X 5/8'Carriage frock on each side of the Bolt& 1/4-20 Hex door NOTE: The location of the intermediateTER SCREW Washer Nut(1 per Jamb hinges is indicated by the toggle lock TER SCREW D at the top of each section. 3/4"Hex Washer Bracket) 1/4"X3/4"Hex Washer Head Self Drilling (2 per Head Self Drilling (4 per D DETAIL D DETAIL E End& Intermediate Stiles) DETAIL F DETAIL G Slide Lock) OUTSIDE HANDLE -a O a. (L o v FLAG BRACKET ao O BOLT 5/16"X 1 5/8"Lag Bolt \\ Q. 3C DETAIL K ROLLER (4 per Flog Bracket) \\\ .A?•• ---qui /moi LOCK BARS Engage \\ z �GDNId�d•.fS j into the vertical There should be a space of 2"Diameter Nominal Eleven • V / track on each side 1/4"between the roller hub Ball Nylon or Ten Ball Steel of the door and the outside edge of the with a Minimum Workable No.51737 raller holder which is set by Shaft Length Shown. 1 the push nut. BOLT &NUT DETAIL J 1/4-20 5/8"Track Balt Alternate Lock Configuration (2 1/4-20 Hex Washer Nut ��•c STATE OF ;"16 (2 for Horizontal&2 for vertical Track) 0, OR10P:•d\��\. B Jamb Load Jamb nLoad = +/– 300 Ibs/ft tall //SSIONAin. III I;IV B of 1" of 1- DETAIL H *5541John E Scutes, P.E. IMPACT RESISTANT 3121 Fairgote Drive Carrollton, Texas 75007 U Florida P.E. # 51737 VERTICAL TRACK Professiono] Engineer seal provided only for 2"Nominal 13 Ga Galvanized Steel WOOD JAMB FL#17430.1 verification of wind load construction details. BOLT&WASHER The vertical wood jamb fasteners 5/16'% 1 5/8"Lag Bolt & 2"O.D. x 7/16- may be counter sunk to provide o NOTE: Details on some views omitted for clarity. ,+ DESCRIPTION: I.D. Flat Washer flat mounting surface. See jamb `- • Y'2"HT 600,700,2000,500&90D SERIES NOTE: Jamb bracket must be in direct contact Double end stiles and end hardware may be A attachment details on sheet 3 (or y BV HT600, LOAD SECTIONAL 800&9DO DOOR with the 2x6 (No drywall allowed). attaching jambs to the structure. required on wider or heavier doors. '� -�- DESIGN PRESSURE+65.01-65.0 PSF A ORAVIINO NO--AVIA 000110083ffifH4T2I SHEET:2 OF 3 1 REV. B SECTION B-B , 32087wm GATE ORN:12/l/14 I DRAWN BY. MVS w'—.I&iieef ®c.prnR»201 MODEL(S): See Sheet 3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 REVISIONS IUV.IZCXEI In I DESCRIPTION I GATE A FASTENER TO CONTINUE MVS TILL B 6lvs vvu PAST HEADER 0 F F 0 2 X 6 GRADE 2 OR BETTER SOUTHERN PINE JAMBS. ' SEE CHART FOR WOOD JAMB ATTACHMENT o TO BUILDING STRUCTURE. Bullding MWmam MEd a onCenl r Mica— nsimle Structure Fastener Typo Embedment DISIBnce Spacin Spacin8 Load Mln.2000 PSI Tapcon 114°wl Concrete 1"OD washer 1.75 2.50 5.00 20 508 0 Min.4000 PSI Tapcon 1/4'w/ 1.75 2.50 5.00 21 E OPENING 8 Concrete 1'OD washer E HEIGHT 0 1 8.O washer 1.50 2 MAXIMUM ON 3/8"Lag w/ 1.50 1.50 1.50 19 CENTER SPACING =p-- 1 118"OD washer 482 0 FIRST FASTENER 4"to 10" ABOVE THE FLOOR NOTE:2X6 mounted to the wall must be Sou them Pine Grad or b tter. D OPENING D WIDTH MODEL NUMBERS 1d'THICK — HT 600 SERIES MODEL NUMBERS AVAILABLE 13'THICK — HT 700 SERIES 2"THICK — HT 2000 SERIES HT 14&2 14 SERIES 3"THICK - HT 800 SERIES _ _ HT_16&2 16 SERIES HT 32&232 SERIES 26 GA MIN. T DDS OR CS C STEEL SKIN WITH C40 cao Mw. HT_33&2_33 SERIES PAINT TOP C ED-ON POLYESTER HT_10&2 10SERIES OPCO MIN.YIELD: 25 KSI HT_12&2_12 SERIES \\X\ HT_60&2_60 SERIES `��py,rEWa�;•�i4�� 26 GA MIN. INTERIOR CS STEEL SKIN HT_61&2_61 SERIES WITH G40 MIN. GALVANIZED, BAKED-ON �• No.51737 POLYESTER PAINT TOP COAT. HT_63&2_63 SERIES MIN.YIELD: 35 KSI * t HT_64&2_64 SERIES o;R gTATEOF j HT_70&2_70 SERIES �0,�;•�p10R`0P.��N� B TONGUE AND GROOVE JOINT. HT_71&2 SERIES ///�ss'QNI,;G�� B HT 72&2_72 SERIES HT 73&2_73 SERIES John E Scales, P.E. FIRE RATED POLYURETHANE FOAM IMPACT RESISTANT 3121 Fairgate Drive INSULATION HT 74&2_74 SERIES Carrollton, Texas 75007 HT 80&2_80 SERIES Florida P.E. # 51737 FL#17430.1 Professional Engineer seal provided only for RIGID/FLEXIBLE PVC BOTTOM SEAL. ` HT 81 &2_81 SERIES verification of wind load construction details.HT 82&2DESCRIPTION: 9'2"SERIES gg 9'2"ITT 600.700,2000,ROD&900 SERIES WIND LOAD S0NAL A 4S ONS SSECT ONS 65ECTIc TSECTIONS HT_90&2_90 SERIES R.-,�'I B DESIGN PRESSUREECWFOR SECTION A-A A STRUT CONFIGURATION HT 900 SERIES DRAWWGWO--WL46M0u0-0W5b11IY1IZ SNEET:30F3 1 REV. B axp hc.m"m DATE ORN:12/1/14 1 DRAWN BY. MVS C.n,%M2014 MODEL(S), See Sheet 3 1 2 3 4 5 6 7 8 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer office (972)492-9500 1 fax(972)492-0077 June 25, 2015 Haas Door Mark Schweitzer 320 Sycamore St. Wauseon, OH 43567 Re: Evaluation for Pan and Sandwich series- impact To Whom It May Concern: At the request of Haas Door, I have reviewed the drawings and tests listed below. These tests were conducted by Architectural Testing according to TAS 201/202/203-94 test procedures. The pressures listed on the drawings are direct results of these tests or conservative engineering rational analysis from the actual tests, except that no extrapolation of impact pressures were used. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2010 and 5th Edition (2014) Florida Building Code. I certify that I meet the requirements of"independence" as detailed in Florida Statutes. Testing included all aspects of the TAS process, including: 1. Static pressure testing 2. Impact and cyclic testing 3. Meeting the deflection recovery requirements 4. Meeting the forced entry requirement Additional testing was performed: 1. The galvanizing + paint coating was subjected to salt spray testing for 1000 hours against a G90 control sample using ASTM B117-11 procedure with D714-02 and D1654-08 as evaluation criterion. All paint coated samples were equivalent or superior to bare G90. 2. The foamed plastic core of the sandwich door products were tested for flame spread and smoke developed (per ASTM E84). The results for the foam plastic were less than the required targets of 75 FSI and 450 SDI. 3. The foamed plastic core of the sandwich door products were tested per ASTM D1929 for self-ignition temperature.The result was 870 F. 4. The steel and aluminum skins of the sandwich and pan doors were tensile tested per ASTM E8/E8M-13. Evaluation for Pan and Sandwich series-impact Drawhigs WL-0600-0110-08-65-65HVHZ RevB 9'-2" wide, +65.0/-65.0 PSF, Model HT 600 Series WL-0600-0194-08-48-52HVHZ RevB 16'-2" wide, +48.0/-52.0 PSF, Model HT 600 Series WL-0600-0218-08-45-50HVHZ RevA 18'-2" wide,+45.0/-50.0 PSF; Model HT 600 Series WL-2000-0110-08-65-74HVHZ RevA 9'-2" wide, +65.0/-73.5 PSF, Model 2000 Series WL-2000-0194-08-48-52HVHZ RevA 16'-2" wide, +48.0/-52.0 PSF, Model 2000 Series WL-2000-0218-08-45-50HVHZ RevA 18'-2" wide, +45.0/-50.0 PSF, Model 2000 Series WL-5000-0110-08-65-74HVHZ RevA 9'-2" wide, +65.0/-73.5 PSF, Model HT 5000 Series WL-5000-0194-08-48-52HVHZ RevA 16'-2" wide,+48.0/-52.0 PSF, Model HT 5000 Series WL-5000-0218-08-45-50HVHZ RevA 18'-2" wide, +45.0/-50.0 PSF, Model HT 5000 Series Note: The drawing titles above are simply descriptive, and do not represent any limitation on the sizes and pressures. Each drawing contains a table with the full sizes vs. psf ratings. Test Reports Test Reports Steel Sandwich Intertek/ATI E1289.01-550-18 TAS 201/202/203-84 9'-2"wide x 8'-0" tall (4-sections) Intertek/ATI E1289.02-550-18 TAS 201/202/203-84 16'-2"wide x 8'-0" tall (4-sections) Intertek/ATI E1289.03-550-18 TAS 201/202/203-84 18'-2" wide x 8'-0"tall (4-sections) Alum Sandwich Intertek/ATI E1289.07-550-18 TAS 201/202/203-84 9'-2"wide x 8'-0"tall (4-sections) Intertek/ATI E1289.08-550-18 TAS 201/202/203-84 16'-2" wide x 8'-0" tall (4-sections) Intertek/ATI E1289.09-550-18 TAS 201/202/203-84 18'-2" wide x 8'-0" tall (4-sections) Steel Pan Intertek/ATI E1289.04-550-18 TAS 201/202/203-84 9'-2"wide x 8'-0" tall (4-sections) Intertek/ATI E1289.05-550-18 TAS 201/202/203-84 16'-2" wide x 8'-0" tall (4-sections) Intertek/ATI E1289.06-550-18 TAS 201/202/203-84 18'-2" wide x 8'-0" tall (4-sections) @ 1701 Westfork Drive,Suite 106, Lithia Springs, GA Intertek/ATI E1289.10-106-18 Salt Spray D714/ D1654/D117 Intertek/ATI E1289.11-106-18 Tensile Test ASTM E8-E8M-13 Intertek/ATI E1289.12-106-18 Tensile Test ASTM E8-E8M-13 Intertek/ATI E1289.13-106-18 Tensile Test ASTM E8-E8M-13 Intertek/ATI E1289.14-106-18 Tensile Test ASTM E8-E8M-13 @ 130 Derry Court, York, PA 2 Evaluation for Pan and Sandwich series-impact QAI Laboratories# RJ3298-1 ASTM E84-14 X3 Flame-spread and Smoke-Developed QAI Laboratories# RJ3298-2 ASTM D1929-13 Ignition Temperature of Plastics @ 8385 White Oak Ave, Rancho Cucamonga, CA All testing was performed in 2014 or 2015. All test reports were signed/sealed by a Florida P.E. Calculations The tested jamb attachment was confirmed via calculations. The Lag screws that secure the door to the wall (2x6 SYP wood) were checked against the tested quantities. The calculated lag quantity (and track bracket quantity) did not exceed the tested quantity. The fasteners to attach the 2x6 to the building were computed. For attachment to a concrete wall, the Tapcon fasteners limits from Dade NOA 12-0816.06 were used. For attachment of the 2x6 to a wood wall, ANSI/AF&PA NDS-05 (and -2012) was used for lag screw computations into SYP and SPF wood substrates. Results were tabulated on Sheet 3 of each drawing. Installation Anchorage Requirements: The door drawings include means to attach the doors to the building structure as detailed on Sheet 3 of each drawing using an added 2x6 to the face of the garage wall. The species of the 2x6 wood must be Southern (Yellow) Pine, specific gravity of 0.55. The direct mounting of door track on top of drywall or other non structural material is outside of the scope of this wind load evaluation. This Evaluation Report does not address design of the wall/jambs themselves. These attachment drawings only illustrate common means to attach the 2x6 jambs to the wall. Walls should be designed (by others) to withstand the loads imposed by door onto the building. 3 Evaluation for Pan and Sandwich series-impact Model Description In each family of doors, the weakest or thinnest skin product was tested to prove the entire family line. Thus, all of these door model variations are approved for each family of the drawings: The HT 600 family are steel polyurethane sandwich doors These variations are included in this approval: 1-3/8" overall thickness: 610, 612, 614, 616, 660 (tested), 661, 663, 664, 670, 671, 672, 673, 674, 680, 681, 682, 690 1-3/8" overall thickness: 920, 921, 922, 930, 931, 932, 940, 941, 942, 950, 951, 952 w/5/8" thick overlays attached. 1-3/4" overall thickness: 710, 712, 714, 716, 760, 761, 763, 764, 770, 771, 772, 773, 774, 780, 781, 782, 790 2" overall thickness: 2010, 2012, 2014, 2016, 2060, 2061, 2063, 2064, 2070, 2071, 2072, 2073, 2074, 2080, 2081, 2082, 2090 3" overall thickness: 810, 812, 814, 816, 860, 861, 863, 864, 870, 871, 872, 873, 874, 880, 881, 882, 890 These are all steel sandwich doors with polyurethane core. The minimum thickness of the steel skins is 26 gauge among these models. The HT 5000 family are aluminum faced polyurethane sandwich doors The various model numbers listed on the drawings are included in this approval: 1-3/8" overall thickness: 5610, 5612, 5614, 5616, 5670, 5680 (tested) 1-3/4" overall thickness: 5710, 5712, 5714, 5716, 5770, 5780 2" overall thickness: 5210, 5212, 5214, 5216, 5270, 5280 3" overall thickness: 5810, 5812, 5814, 5816, 5870, 5880 These are sandwich doors with aluminum skins, filled with polyurethane core_. The minimum thickness of the skins is 24 gauge among these models. The PAN 2000 family of steel doors are Pan doors These variations are included in this approval: 24 gage: C2400, C2410, R2410, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480 (tested), R2480, C2481, R2481, C2482, R2482 20 gage: C2000 These steel pan doors have a minimum thickness of the skins of 24 gauge. 4 Evaluation for Pan and Sandwich series-impact Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Each door should be chosen based on the "psf" requirement determined for a specific installation or locale. The maximum door width approved with this report is 18'-2". The maximum door height approved with this report is 16' nominal. The maximum door section height is 24" tall. These doors are not available with glazing. Door width may not exceed the tested door width. However, doors narrower than tested width are allowed, but carry the same psf as the tested product and use the same construction per section. Doors taller than the tested height are allowed up to 16' tall, provided that no door section is taller than the tested 24" section height. The horizontal track may be reinforced with an angle as needed to support the door weight. The construction of the horizontal track, including the track thickness, is determined by Haas Door and does not affect this windload evaluation. The rated pressures may not be achieved unless the door is held closed during the wind event. Both tracks must be engaged with a lock, or alternately an electric operator attached to the door prior to the wind event. These doors have been evaluated for use in the Florida High Velocity Hurricane Zone (HVHZ). / �eNaF rF�p Z No.51737 Digitally signed by John E. Scates, P.E. Date: 2015.06.254-310:56-05'00' �o ; STATE�f ISI J. � � /�0`John E. Scate �` �LORt�P (Jj�2� FL PE#51737s, P.E. //�s/ZONA; 11111 5