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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 Florida Npartt713gtq BCIS Home Log In User Registration i Hot Topics ; Submit Surcharge Stats&Facts ; Publications FBC Staff i SCIS Site Map Links ; Search Busines Profess] al + aUSER Public�UPseroval Regulation i Product ADDroval Menu>Product or Aoolication Search>Aoolication List>Application Detail p. sa r FL# FL17430-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O 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 hqs://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgtCUGgvj Qiz6G... 2/3/2016 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 Description 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-Rev B 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: +65/-65 Evaluation Reports Other: FL17430 R2 AE EvaIReDtHVHZ 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-Rev B 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: +48.0/-52.0 Evaluation Reports Other: FL17430 R2 AE EvalReotHVHZ r2 s.odf Created by Independent Third Party:Yes 17430.3 03.HT 600,700,2000& 800 HT Series sectional sandwich type garage door 187" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17430 R2 II WL-0600-0218-08-45-SOHVHZ-Rev A s.Ddf 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.odf 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-Rev A 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: +65.0/-73.5 Evaluation Reports Other: FL17430 R2 AE EvalReotHVHZ r2 s.odf 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 II WL-5000-0194-08-48-52HVHZ-Rev A 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: +48.0/-52.0 Evaluation Reports Other: FL17430 R2 AE EvalReotHVHZ r2 s.odf Created by Independent Third Party:Yes 17430.6 06.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-5000-0218-08-45-50HVHZ-Rev A 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 EvalReotHVHZ r2 s.odf 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 II WL-2000-0110-08-65-74HVHZ-Rev A s.odf Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6G... 2/3/2016 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 EvalReotHVHZ r2 s.odf 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 WL-2000-0194-08-48-52HVHZ-Rev A 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: +48.0/-52.0 Evaluation Reports Other: FL17430 R2 AE EvalReotHVHZ r2 s.odf 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 II WL-2000-0218-08-45-50HVHZ-Rev A s.Ddf 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.odf 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}ffe-. Product Approval Accepts: secu t'StP https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6G... 2/3/2016 1 2 3 4 5 6 7 8 REVISIONS YEY.201a YT IYFACYDnOY 041E A ntvs WAS Maximum Door Width 16'-2° B n,vs alma NOTE: Track configuration above F Top Bracket the door opening does not affect F DETAIL A(sheet 2 of 3) A the wind load rating of the door. Dv m DOUBLE STEEL END STILE 16 Ga Galvanized Steel Flag Bracket Detail H(sheet 2 of 3) E KlyE Door Height 8'-O"Shown 547e"+/_3' 78}°+l-3" below for other Jamb Bracket See chartkly "I Detail F(sheet 2 of 3) door heights 661"+/-3" -- - 3Q"+/-3" D D BF B 224'+/-3" Bottom Bracket End Hinge Strut 8 Strut Attachment Intermediate Hinge A Slide Lock Shown Detail G or ���-8'�,TC`V/// Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) 4°+1-3° Lock Bars Detail J(sheet 2 of 3) �� •v�pBNaF /� Manual door locks re less required un lot+/-3" an uutemuti.ep-t. I,in.teiled. � No.51737 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 = * k C This product has been tested per TAS201/203-94 for large missile impact and cyclic wind pressure. pine jambs. *: e C Supporting structural element designs are to be the responsibility of the professional 11. STATE OF ` Madel Number of record for the building or structure for the loads listed on this drawing. HT 106210SERIES Total Jamb i� 40 OA;•,��OR10P•��?�� HT 60&2 SO SERIES HT 70 8 2_70 SERIES HT_12&2_12 SERIES DoorNo.of Strut NOTICE: / HHT T 80&2 So SERIES HHIT_a1&Ull SERIES HT_71&2L.71 SERIES T 63&263 SERIES HT 72&2_72 SERIES HT to&214SERIES SERIES Height Sections Total#of Struts Conflguradon Si a These drawings ra ingsto lheeinstollation //��%s/ONAL�?��` HT_62&2_82 SERIES HT 64&2_64 SERIES HT 73&2 73 SERIES HT 32&2_32 SERIES 6'-0° 3 3 5 instructions for a standard HT_9082_90 SERIES HT 900 SERIES HT 74&2_74 SERIES HT 33&2_33 SERIES 8'-0' 4 4 5 door and only covers those Desl n Pressures End Center Center Center Center Im act 6'-3' 4 4 5 procedures that vary from i Door Width standard door installation. If Digitally signed b John E.Scates,P.E. + s - s Soles Soles Hln es Stlles Hln es Soles Hln es Stiles Hln es Res tent 6'S° 4 4 6 these specific procedures are 9 y 9 y/ 9,-rLhwtr-1i" 48.0 -52.0 Double 3 1 YES 6'- SEE 6 not followed, the door may Date:2015.06.24.15:04:41-05'00' 10'•o°thmtt'•tr 48.0 -52.0 Double 4 2 YES 7'-0" 4 4 SHEET 6 not perform as designed. B 1x'-0•thrut3,-11, 48.0 52.0 Double 5 2 YES 7'-" 30F3 6 John E Scales, P.E. B W-1)"th.iv-tt° 48.0 -52.0 Double 6 3 YES 7'S° 4 4 7 75007 3121 Fairgate Drive 16'-0•mmte'-2• 48.0 -52.0 Double 7 3 YES 7'-6• 5 5 7rIMAN Carrollton, Texas 37 9`a•tivutt'-r 48.0 -52,0 Double 3 1 YES Florida P.E. / 51737 7'-9' 4 4 7 tt'a•tnn,ts•e• 48.0 -52.0 Double 5 2 YES 7'-9' 5 5 7 ProfessionalEngineer seal provided only forverificolion of wind load construction details. 1s-ruvute•2• 48.0 -52.0 Double 7 3 YES 8'_0• 4 4 7 9a•thrutt'-2• 48.0 -52.0 Double 3 1 YES 8'-0° 5 5 7This product has been evaluated for use intr-3•tnmt4'-1t 48,0 52.0 Double 5 2 YES the Hi h Velocit Hurricane Zone HVHZiv-oomru16,2• 48.0 -52.0 Double 7 3 YES Maximum section height is 24 in. 9 y ( )' Maximum door height is i6 ft. DESCRIPTION: 9a•+nru9'-tt° 48.0 52.0 Double 3 1 YES All doors, even those above the tested height, are 16'2"HT 600,700,2000,800&900 SERIES 1a-0•wut3.2• 48.0 -52.0 CIA-- 9 HVHZ WIND LOAD SECTIONAL DOOR available with jamb brackets or commercial full ' S 0 DESIGN PRESSURE NR.0/-52,0 PSF A 13'•3•wuta-2° 48.0 -52.0 Double 7 3 YES ngle. The quantity and dimensional location of vai a e in nano es wi ame o the jamb brackets/track clips and the jamb ' DRYt5TN0 N0:WL DMI9t4848.4IR7R SHEET:I OF 3 REV.B mounting shown above should be maintained. Yxaso... DATE ONN:12/1114 I DRAWN BY. MVS This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the ®D.r�q z9iui n PSF required for any given site. MODEL(S): See Sheet 3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 REVISIONS I1EY.zoa Br IDrsa9lms9 IurE FASTENER TO CONTINUE A I lMvS1ao Huls PAST HEADER a IB I lvSjMtau F F 0 o 2 X 6 GRADE 2 OR BETTER SOUTHERN PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT MlNmum MNlmum Moalmum A0awe6ie o TO BUILDING STRUCTURE. ]PSI astener Type EMI dment Eaea ncenter on center 7erulon 10 DIM—SPorJno SIx.n Ind Miapcon 114"wl 1.75 2.50 5.00 16 508 0 o °OD washer Miapson 114°w/ 1 75 2.50 5.00 16 538E OPENING °OD washer E HEIGHT 3/8"Leg w/ MAXIMUM ONSpruce Pine Fir 3/6 Lag w/ 1.50 1.50 1.50 14 482 CENTER SPACING 1 118 OD washer FIRST FASTENER 4"to 10' ABOVE THE FLOOR NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. D I OPENING I D WIDTH MODEL NUMBERS Id'THICK — HT 600 SERIES MODEL NUMBERS AVAILABLE 12t THICK — HT 700 SERIES �I f 2-THICK— HT 2000 SERIES HT-14&2 14 SERIES I 3 THICK— HT 800 SERIES HT-16&2_16 SERIES HT 32&2 32 SERIES 26 GA MIN. EXTERIOR ODS OR CS C STEEL SKINZED.WITH C40 MIN. HT_33&2_33 SERIES PNM TGALVANIOP COATBAK. HT POLYESTER HT 10&2 10SERIES C MIN.YIELD: 25 KSI HT-12&2 12SERIES "\N E)8(N"////� HT 60&2&2_60 SERIES `�0'r��oExa�o: 4 �i� 26 GA MIN. INTERIOR CS STEEL SKIN HT_61&2_61 SERIES WITH G40 MIN.GALVANIZED, BAKED—ON z ' No.51737 HT 63&2 63 SERIES POLYESTER PAINT TOP COAT. _ — % * s* MIN.YIELD: 35 KSI #i HT_64&2 64 SERIES q STAMOF r HT 70&2 70 SERIES0 °�ORIpP•O�t��, B TONGUE AND GROOVE JOINT. HT 71&2_71 SERIES ��//�SS Q i i;��\\�� B HT_72&2_72 SERIES HT 73&2_73 SERIES John E Scates, P.E. MRE RAE AN POLYURETHE FOAM HT 74&2_74 SERIES IMPACT RESISTANT 3121 Fairgate Drive Carrollton, Texas 75007 HT 80&2_80 SERIES Florida P.E. # 51737 FL#17430.2 Professional Engineer seal provided only for RIGID/FLEXIBLE PVC BOTTOM SEAL. HT 81&2_81 SERIES verification of wind load construction details. HT_82&2_82 SERIES DESCRIPTION: 16'2*BT 6D0,700,2000,900&900 SERIES .0 9A SECTION A-A 4SECTIONS 5SEGTIONS 6SECTIONS ]SECTIONS HT_90&2_90 SERIES ! e ! BDESIGN PVRZ WIND RESSUREAD 0 SFOft A STRUT CONFIGURATION HT 900 SERIES ORAWINO 110--HN 0o0I91 L.Ii R'HI SKEET:3 O 3 REV. B �Tro�rro DATE OEM 12/1/14 DRAWN BY: MV9 m D 2QI4 v MODEL(S): See Sheet 3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 REVISIONS tuv.moz n I aEsusFnNN D TER SCREW A x4vs vsns 1/4"%3/4"Hex Washer Head Self Drilling B Mvs Nlals F 23- (3 per Bottom Bracket&2 per Low F ADJUSTABLE TO FIXTURE END HINGE Headroom Top Bracket) 12 Go 14 Go Galvanized Steel BOTTOM BRACKET PUSH NUT 7/16" , TEK SCREW 13 Ga Galvanized Steel See DETAIL K for push o Q o 1/4"X 3/4"Hex Washer J� LOW HEADROOM TOP BRACKET nut placement Head Self Drillingg (4 Per TER SCREW IfHinge) PUSH NUT 7/16- 1/4"X 3/4"Hex Washer PUSH NUT 7/16" See DETAIL K for push nut placement Head Self Drilling (4 per SeeDETAIL K far push Bracket) nut Placement BOTTOM SEAL DETAIL A DETAIL B DETAIL C E E *dirnples " 3 1/2"x 5",E STRUT 16 Go 70 KSI Minimum INTERMEDIATE HINGE Galvanized Steel SLIDE IS or 14 Go Galvanized Steel S.W of LOCK The Door)Oor Each 5" JAMB BRACKET 12 Ga Galvanized Steel LOCK BARS(see DETAIL J) TEK SCREW/4"X 3/4" Hex Washer Head ,]. trackIDE n ea thCK or eCK BARS Uelf Drillin 4 Hin 2 BOLT&NUT go9eg( per ge) track on each sitle of te1/4-20 X —20 Carriagedoor NOTE: The location of the intermediate Bolta1/4-20Hexhinges is indicated by the toggle lock TEK SCREW Washer Nut (1 per Jamb TEK SCREW D at the top of each section. 1/4"X 3/4"Hex Washer Bracket) 1/4"%3/4"Hex Washer D Head Self Drilling(2 per Head Self Drilling (4 per DETAIL D DETAIL E End &Intermediate Stiles) DETAIL F DETAIL G Slide Lock) OUTSIDE HANDLE o 0 000 a FLAG BRACKET C L�7"Min.� O C 1/4. O BOLT 5/16"% 1 5/e"Lag Bolt DETAIL K ROLLER \� 8•s /i (4 per Flag Bracket) LOCK BARS Engage \ .•'"��" into the vertical There should be a space of 2"Diameter Nominal Ten �'Q�y�pENB�p•,� // track on each side 1/4"between the roller hub Ball Nylon./Hardened n the tlaor and the outside edge of the Shaft or Ten Boll Steel I No.51737 , roller holder which is set by w/Hardened Shaft with a BOLT& NUT 's DETAIL J the Push nut. Minimum Workable"shaft — )�► Length Shown. 1/4-20 x 5/e"Track Bolt =*) Alternate Lock Configuration & for Horizontal Hex Washer Nut .p RTATEOF 9 (2 for Horizontal&2 for i vertical Track) B Jamb Load Jamb Load = +/— 390 lbs/ft tall ///�`pSIO (���\\` B Min. Min. /�/rrr�)II al 1' of 1" DETAIL H John E Scates, P.E. IMPACT RESISTANT 3121 Fairgate Drive Carrollton. Texas 75007 Florida P.E. # 51737 VERTICAL TRACK Professional Engineer seal provided only for 2"Nominal 13 Go Galvanized Steel WOOD JAMB FL#17430.2 verification of wind load construction details. /BOLT&WASHER The vertical wood jamb fasteners DESCRIPTION may be counter sunk to provide a NOTE: Details on some views omitted for clarity. ,.�. 5/18"X 1 5/6"Log Bolt&2"O.D.x 7/16" y I.D. Flat Washer flat mounting surface. See jamb 9MOOEL(S): IHVHZ IN 700,200 SECTIONAL ALDO00 ESR Double end stiles and end hardware may be A NOTE: Jamb bracket must be in direct contact attachment details on sheet t for y HDESIGN RESSU SEG710NAL DOOR with the 2x6(No drywall allowed), attaching jambs to the etruatare. required On Wldef Or heOVlef doors. , D6SIGN PRESSURE+45.0/•52.0 PSE A ORAWINO NO-WL-WNi 4SA&52IMIZ SKEET:20F 3 REV.D SECTION B-B ae...0ONTE DNN:12/I/14 DRAWN Nr: Mvs m eo°HnoScc Shcot3 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 Drawings 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-section5) 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 familv 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). �1/ No.51737 Digitally signed by John E. Scates, P.E. Date: 2015.06.25 1'4 3"0:56-05'00' �o STATE OF ���ru` O,o �LORI, P (sj'John E.Scates � FL PE#51737 / P.E. E /�///;ss ONA;����`\ IIIII 5