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Home My WebLink AboutProduct Approval Florida Departments BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map Links I Search BurinBusines si I &RI Product Approval ProfeUSER: Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail OWKEOF THt FL# FL17430-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 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 U 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.Ddf 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 t a P Product Approval Method Method 1 Option D Date �bmitted 06/26/2015 Date IH d 06/27/2015 Date Pendir '`C roval 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 97" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R2 II WL-0600-0110-08-65-65HVHZ-ReVB 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: +65/-65 Evaluation Reports Other: FL17430 R2 AE EvalReotHVHZ r2 s.Ddf 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.Ddf 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 EvalReptHVHZ 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-SOHVHZ-RevA s.Ddf Approved for use outside HVHZ:Yes Verified By: Jahn 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.Ddf 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: FL17430 R2 AE EvalReotHVHZ r2 s.Ddf 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-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: + 8.0/-52:0 Evaluation Reports Other: —FL--17430 R2 AE EvalReotHVHZ r2 s.Ddf Createdby-Ira a endent Third Party: Yes 17430.6 06. HT 5000 Series HT Series sectional Aluminum-s nda with 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-RevA s. df 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.Ddf Created by Independent Third Party: Ye 17430.7 07. PAN C2000, C2400, C2410, PAN Series sectional pan type garage door 9'2"wide R2410, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482 1 2 3 4 5 6 7 6 R EVIS 10 NS eau.x0ux rr 0aaculplwu IMre F Maximum Door Width 18'-2' F NOTE: Track configuration above Top Bracket the door opening does not affect DETAIL A(sheet 2 of 3) A the wind load rating of the door. 00 00 DOUBLE STEEL END STILE 16 Ga Galvanized Steel Flag Bracket Detail H(sheet 2 of 3) E E Door Height 8'-0"Shown See chart 54r*/-9" 78-.ti"+/-3" Jamb Bracket below for other , Detail F(sheet 2 of 3) door heights 66°+/-3" Li —— —— — 3 "+/3" D D Bottom Bracket End Hinge Strut 8.Strut Attachment Intermediate Hinge A Slide Lock or Lock Bars `�� p'T;,•`�ENBF•�i4 /ice 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"+/-'3" Detail G(sheet 2 of 3) +/-3 Manual door locks are required unless ° 1 10" " on automatic operator is installed. C No.51T37 '*_ C *�Jamb bracket quantities shown are for use with rade 2 or better southern This product has been tested per TAS202-94 for static air pressure. pine jambs. q g �q�•°° $TATE OF Supporting structural element designs are to be the responsibility of the professional %0, •.FI,ORIDP'•��\ This product has been tested per TAS201/203-94 for large missile impact and cyclic wind pressure. of record for the building or structure for the loads listed on this drawing. //lC� - Model Number Door Total Totao#ofSStrrut Strut Jamb NOTICE Height No of n ,oa Configuration Brkts( 11111 I\ HT5_tOSERIES 9 Sections manauceetare m 9 Side These drawings are a HT 5_12 SERIES 6'-0" 3 5 5 supplement to the installation instructions for o standard HT 5_14 SERIES 6-0" 4 6 5 door and only covers those Digitally signed by;John E.Scates,P.E. HT 5_80 SERIES HT 5_70 SERIES HT 5 16 SERIES 6'-0" 4 6 5 Procedures that vary from Date:2015.02.2615'•50.43-06'00' standard door installation. If ^ B Des] It Pressures End Intermediate ackersIntermediate ac ers nterme late Backers Impact 6'•6" 4 6 6 these specific procedures are g Door Width *psi sf Backers /Hinges /Hinges /Hinges Resistant 6'-9" 4 6 SEE 6 not followed, the door may John E Scates, P.E. not perform as designed. Carr to, Te Drive esa•llwts�a 45 -50 Double 7!3 7/3 7/3 YES 7'-0" 4 6 SHEET 6 Carrollton, Texas 75007 T-3" 4 6 3 OF 3 6 Florida P.E. # 51737 T-6" 4 6 7 IMPACT RESISTANT Professional Engineer seal provided only for 71-6" 5 8 7 verification of wind load construction details. This product is available in narrower sizes with the some PSF and constructed as shown. T-9" 4 6 7 This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the 7'-9" 58 7 This product hos been evaluated for use in PSF required for any given site. 8'_O 4 6 7 FL#17430.6 the High Velocity Hurricane Zone (HVHZ). 8'-0" 5 8 7 "Sp— DESCRIPTION: 18'2"HT5000 ALUMEKUM SERIES Maximum section height is 24 in. WINDLOAD SECTIONAL DOORA AMaximum door height is 16 ft. DESIGN PRESSURE+45.0/_50.0PSFDoors taller than 8'-0" will be provided with commercial DRAWING H0.full angle track having brackets and jamb mounting DUE DRN:216115 DRAM Or MVS spaced at 12 inches. M20MODEL(S): SeeSheet3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 REVISIONS AtV.IOYE R aEECAIPIPoR DAR TEK SCREW 1/4'x 3/4"Hex Washer Head Self Drilling ADJUSTABLE TO FIXTURE " HeadroomotTop Bracket tom Bracket& 2 per Low F END HINGE P ) 12 Go 14 Ga Galvanized Steel BOTTOM BRACKET PUSH NUT 7/16" " TEK SCREW 13 Go Galvanized Steel See DETAIL K for push °Q° 1/4"X 3/4"Hex Washer nut placement Head Self Drilling (4 per Qi LOW HEADROOM TOP BRACKET TEK SCREW Hinge) 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 O See DETAIL K for push 10 Bracket) nut placement BOTTOM SEAL DETAIL A DETAIL B DETAIL C E E 2j" 3 1/2'x 5"E STRUT INTERMEDIATE HINGE Go an 70 KSI Minimum SLIDE LOCK One On Each 1B or 14 Go Galvanized Steel91/4"X Galvanized Steel Side of The Door)or r—5"� JAMB BRACKET 12 Ca Galvanized Steel LOCK BARS(see AI o Q o TEK SCREW �� SLIDE LOCK or LOCK BARS 1/4"%3/4'Hex Washer Head 3,� BOLT&NUT Engages into the vertical Self Drilling (4 per Hinge) track on each side of the 1/4-20 K 5/8'Carriage NOTE: The location of the intermediate Boll& 1/4-20 Hex door TEK SCREW Washer Nut(1 per Jamb hinges is indicated by the toggle lockTEK SCREW [) dimples at the top of each section. 3/4'Hex Washer Bracket) 1/4'%3/4'Hex Washer p 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 CD0 000 0 0 FLAG BRACKET C �7"Min.J 00 C BOLT DETAIL K ROLLER 5/16•x 1 5/B"Lag Bolt `\�� s�'iT /�� eitnto BARS Engage (4 per Flag Bracket) `;y.pBNaF the verticalThere should be a space of 2"Diameter Nominal Ten on each side 1/4"between the roller hub Ball Nylon w/Hardenedhe door and the outside edge of the Shaft or Ten Ball Steel _� r No.51737 roller holder which is set by w/Hardened Shaft with a BOLT& NUT r t `* DETAIL J the push nut. Minimum Workable Shaft *` Length Shown. & 1/4 x 5/8"Track Bolt Hex Washer Nut STATE OF 1 Ay—oE Alternate Lack Configuration & for Horizontal &2 for i,p vertical Track) 0R, P-'&F. 8 AV- Jamb Load Jamb Load = +/— 410 lbs/(t tall � SII NI1;0��`\ B Min. Min. of '" if '' DETAIL H John E Scates, P.E. IMPACT RESISTANT 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. # 51737 VERTICAinal 13 Go Galvanized Steel WOOD JAMB FL#17430.6 L TRACK 4 7 2"NomProfessional Engineer seal provided only for verificotion of wind load construction details. BOLT& WASHER The vertical wood jamb fasteners 5/16'x 1 5/8" Log Bolt &2'O.D.x 7/16" may be counter sunk to provide a NOTE: Details on some views omitted for clarity. %DESCMPTION'. IPTION:I.D. Flat Washer Plot mounting surface. See jamb 18'2"HT 5000 ALUM84UM SERIES attachment details on sheet 3 for Double end stiles and end hardware may beWIND LOAD SECRONAL DOORA A NOTE: Jamb bracket must be in direct contact att0chin ambs to the structure. re Olred On wider Or heaVler daarB. DESIGN PRESSURE+45.0%50.0f5Fwith the 2x6(No drywall allowed). g q NO:wi.s0 2186x SDIIWIZ SREU..2OF 3 REV. SECTION B-B :2J6115 RRAWR R: MVS (S): Sec Sheet 3 2 3 4 5 6 8 1 2 3 4 5 6 7 8 REVISIOYS Nar,mIF n 6EaccnRmY ogre FASTENER TO CONTINUE PAST HEADER 0 F F 0 2 X 6 GRADE 2 OR BETTER SOUTHERN o x rl—MI*n m Me lmOm AlO ble PINE JAMBS. BuDding Fastener Type EmbBd�"enl Ease celero0w2er Taal SEE CHART FOR 2X6 WOOD JAMB ATTACHMENT Structure o14140�spews Spadng Load o TO BUILDING STRUCTURE. o Min.2000 PSI Tapoon 114"w/10 *kl Concrete V OD washer 1.75 2.50 5.00 14 508 Min.4000 PSI Tapson 114"w! Concrete V OD washer 1.76 2.50 5.00 15 538 o 0 Southern Pine 318•Lag wl 1,50 1.50 1.50 18 620 E OPENING 1 118 OD washer E i HEIGHT Spruce Pine Fir 316 Lag"S 1.50 1.50 1.50 14 482 WS MAXIMUM ON CENTER SPACING o NOTE:2X6 mounted to the wag must be Southern Pine Grade 2 or better. FIRST FASTENER 4"to 10" ABOVE THE FLOOR 0 D I OPENING I D WIDTH MODEL NUMBERS 1j"THICK – HT 5700 SERIES r 2"THICK – HT 5200 SERIES MODEL NUMBERS AVAILABLE HT 5 10 SERIES HT 5 12 SERIES 24 GA MIN. EXTERIOR ALUMINUM SKIN E HT 5 14 SERIES C WITH BAKED–ON POLYESTER PAINT TOP COAT. HT 5_16 SERIES C MIN.YIELD: 11 KSI HT 570 SERIES \\\\\ E.804A V// HT5 J10 SERIES `��.�� aF•;� No.51737 lz 24 GA MIN. INTERIOR ALUMINUM SKIN WITH BAKED–ON POLYESTER PAINT TOP • i COAT. r MIN.YIELD: 17 KSI TATE OF If i�0 • LOR\OP' 6'ONI`%N\x B TONGUE AND GROOVE JOINT. John E Scates, P.E. FIRE RATED POLYURETHANE FOAM IMPACT RESISTANT 3121 Fairgate Drive INSULATION Carrollton, Texas 75007 Florida P.E. # 51737 FL#17430.6 Professional Engineer seal provided only for verification of wind load construction details. RIGID/FLEXIBLE PVC BOTTOM SEAL. DlascDlPnox: 18-2"H 5000 ALUNMTUM SERIES y WIND LOAD SECTIONAL DOOR A 'SECTION A-A 4SECTIONS 5SECTIO14S 6SECTIONS 75ECTIONS aP 1'`8 ' DESIGN PRESSURE.45.01-50.0 PSF A STRUT CONFIGURATION OMWIYD NO:wusaa0o2144ssanwlz 1 SHEET.30F3 1 REV. 420$In— DATE 01111:7!6115 ORAWY St: MVS W.—mb 4MIT o c—M 2014 MODEL(S): See Sheet 1 2 3 4 5 6 7 1 8 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer office (972)492-9500 1 fax(972)492-0077 February 26, 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 8117-11 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-0600-0110-65-65HVHZ RevA 9'-2" wide,+65.0/-65.0 PSF, Model HT 600 Series WL-0600-0194-48-52HVHZ RevA 16'-2" wide, +48.0/-52.0 PSF, Model HT 600 Series WL-0600-0218-45-50HVHZ Rev- 18'-2" wide, +45.0/-50.0 PSF, Model HT 600 Series WL-2000-0110-08-65-74HVHZ Rev- 9'-2" wide,+65.0/-73.5 PSF, Model 2000 Series WL-2000-0194-08-48-52HVHZ Rev- 16'-2" wide, +48.0/-52.0 PSF, Model 2000 Series WL-2000-0218-08-45-50HVHZ Rev- 18'-2" wide, +45.0/-50.0 PSF, Model 2000 Series WL-5000-0110-65-74HVHZ Rev- 9'-2" wide, +65.0/-73.5 PSF, Model HT 5000 Series WL-5000-0194-48-52HVHZ Rev- 16'-2" wide, +48.0/-52.0 PSF, Model HT 5000 Series WL-5000-0218-45-50HVHZ Rev- 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 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 1-3/4" 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 26 gauge among these models. The PAN 2000 family of 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). : No.51737 Digitally signed by{John E.Scates,P.E. STATE OF w Date:2015.02.26..16:04:53-06'00' , �OR1Q. John E. Scates, P.E. ///;SPONAL �/lllll� FL PE#51737 5