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Home My WebLink AboutProduct Approval 2/14/2020 Florida Building Code Online Iryfs�c'amr f. fYt 11t • li •,Psi � ► ► 1esslow i • 0 ► � BCIS Home I Login i User Registration Hot Topics Submit Surcharge Stats&Facts I Publications I Contact Us BCIS Site Map• Unks i Search Florida �1 --- r Q.21 Product Approval apo USER:Public User L IA Product Approval Menu>Product or Application Search>Application List>Application Detail • ! FL# FL17430-R5 w•a Application Type Revision Code Version 2017 Application Status Approved Comments Archived J 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 the John E. Scates Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Kurt Dietrich PE Validation Checklist-Hardcopy Received Certificate of Independence FL17430 R5 COI Cert of Ind Scates2019 s.pdf 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 ihttps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6G5OyBCPAKfQKAzUPxSbYOOzquY5G3hYfw%3d`/`3d 1/3 2/14/2020 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 07/24/2019 Date Validated 07/25/2019 Date Pending FBC Approval 08/04/2019 Date Approved 10/15/2019 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" American Tradition 900 Series Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R5 II WL-0600-0110-08-65-65HVHZ-ReVE 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 R5 AE EvalReptHVHZ r5 s.pdf Created by Independent Third Party: Yes 17430.2 02. HT 600,700, 2000, 800& HT Series sectional sandwich type garage door 167" American Tradition 900 Series Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 RS II WL-0600-0194-08-48-52HVHZ-RevE 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 R5 AE EvalReptHVHZ r5 s.pdf Created by Independent Third Party: Yes 17430.3 03. HT 600,700,2000,800& HT Series sectional sandwich type garage door 187" American Tradition 900 Series Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R5 II WL-0600-0218-08-45-50HVHZ-RevD 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 R5 AE EvalReptHVHZ r5 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 R5 II WL-5000-0110-08-65-74HVHZ-RevD 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 RS AE EvalReptHVHZ r5 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 R5 II WL-5000-0194-08-48-52HVHZ-RevD 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 R5 AE EvalReptHVHZ r5 s.pdf 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 R5 II WL-5000-0218-08-45-50HVHZ-RevD 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 R5 AE EvalReptHVHZ r5 s.pdf Created by Independent Third Party: Yes 17430.7 07. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 9'2"wide R2410,C2411, C2415,C2460, R2460,C2461, R2461,C2471, R2471,C2472, R2472,C2480, R2480,C2481, R2481,C2482, R2482 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6G5OyBCPAKfQKAzUPxSbYOOzquY5G3hYfw%3d°/"3d 2/3 2/14/2020 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 RS II WL-2000-0110-08-65-74HVHZ-RevD 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 R5 AE EvalReptHVHZ r5 s.pdf Created by Independent Third Party: Yes 17430.8 08. PAN C2011, C2015,C2410, PAN Series sectional pan type garage door 16'2"wide R2410,C2411,C241S,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 R5 II WL-2000-0194-08-48-52HVHZ-RevD 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 R5 AE EvalReptHVHZ r5 s.pdf Created by Independent Third Party: Yes 17430.9 09. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 18'2"wide R2410,C2411,C2415,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 R5 II WL-2000-0218-08-45-50HVHZ-RevD 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 R5 AE EvalReptHVHZ r5 s.pdf 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.CopyLight 2007-2013 State of Florida.::Privacy atatement::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 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: ZFE-1 ® Ed M Credit Card Safe '� https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6G5OyBCPAKfQKAzUPxSbYOOzquY5G3hYfw%3d%3d 3/3 1 2 3 4 5 6 7 g REVISIONS BEV.ERNE BE BESCRIPTIDN DATE A I IMVSldId15 Ti I lmvsl 8/9116 Maximum Door Width 9'-2" C Mvs 9n+n7 F NOTE Track configuration above D Mvs 7nvly F Top Bracket the door opening does not affect DETAIL A(sheet 2 of 3) A the wind load rating of the door. m SINGLE STEEL END STILE 16 Ga Galvanized Steel Flag Bracket Detail H(sheet 2 of 3) E E r Slide Lock Shown Detail G or Door Height Lock Bars Detail J(sheet 2 oT 3) 1 8'-0"Tested Jamb Bracket See chart below for other Detail F(sheet 2 of 3) door heights 66"+/-3" 541,+/_3" D 3„ _ D B B 221'+1-3^ Digitally signed by John E.Scates P.E. A Date:2019.07.24.09:29:57-05'00' Bottom Bracket End Hinge SVutE:StrutAttechment Intermediate Hinge 4„+/-3” Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 cf 3) Detail D(sheet 2 of 3) \\\\ E 8C C 10 ,,/_3„ �� •...... TF i This product has been tested per TA5202-94 for static air pressure. Jamb bracket quantities shown are for use With grade 2 or better southern pine jambs. \�\ ��•b%G die /� C i This product has been tested per TAS201/203-94 for large missile impact and cyclic wind pressure. Supporting structural element designs are to be the responsibility of the professional ofNo.51737 ' Bi record for the building or structure for the loads listed on this drawing. Model Number Total Jamb Door No.of Total#of Struts Strut Brkts/ *', HT 5_10 SERIES Height Sections Configuration Side NOTICE: drawings are a supplement �•�'. STATE OF is ` to the installation instructions for •,�(OR,, 44 HT 5 12 SERIES 6'-0" 3 3 5 a standard door and only covers /�� ....... HT5_14SERIES 6'-0" 4 4 5 those procedures that vary from //FS "' a HT 5_80 SERIES HT 5_70 SERIES HT 5_16 SERIES 6'-3" 4 4 5 standard door installation. If /////S10NAI- \\\� Door Widths Desi n Pressures End Minimum Center Minimum Center Minimum Center Im act these specific procedures are not p 6'-6" 4 4 6 followed, the door may not B Up To +psf -pat Stiles Soles Hinges Stiles Hinges Stiles Hinges Resistant 6'4" 4 4 1 SEE 6 perform as designed. John E Scates, P.E. +'4rturu+'-+10 65.0 -73.5 Single 1 0 YES 7'-0" 44 6 2560 King Arthur Blvd. Ste 124-54 B s'-o•+Ivus-t+• 65.0 -73.5 Single 1 1 YES 7'-3" 4 4 SHEET 6 Lewisville, Texas 75056 0'-W tivu 7•-++• 65.0 -73.5 Single 2 1 YES T-6" 4 4 30F3 6 Florida P.E. 51737 a'-trtnm e•-2' 65.0 -73.5 Single 3 1 YES 7'-6" 5 5 6 ]MPACTRESISTANT Professional Engineer seal provided only for ,ItCr n T-++• 65.0 -73.5 Single 1 0 YES 7'-9" 4 4 6 verification of Wind load construction details. s•-a•uwrs 65.0 -73.5 Single 1 1 YES 7'4' 5 5 6 7•-r uw a-r 65.0 -73.5 Single 3 1 YES g'-0" 4 4 6 This product Has been evaluated for use in +•-o•wa+'-++• 65.0 -73.5 Single 1 0 YES g'_0" 5 5 6 FL#17430.4 the High Velocity Hurricane Zone (HVHZ). s•-o•+Iws•-++• 65.0 -73.5 Single 1 1 YES Maximum section height is 24 in. DESCRIPTION: 6'-ry Er-2- 1 65.0 -73.5 Single 3 1 1 1 YES 9•±"HT SOOO A[.fJMW[IM SGR-s Maximum door height is 16 ft. wtHocOAD SU ONAL Doors A This product is available in narrower sizes With the some PSF and constructed as shown. 1 ! DESIGN PRESSURE.165.01-73.5 PSF A All doors, even those above the tasted height, are This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the available With jamb brackets or commercial full angle. DRAWINO NO-WL,5000-0110-08-65-74HVHZ REV. D PSF required for any given site. The quantity and dimensional location of the jamb �Bm8P.- ... ORAWNaY: MVS DATE DRAWN:2/6115 REV.DATE:723/19 brackets/track clips and the jamb mounting shown ri0am 45. MODEL(S): Sec Sheet3 SHEtT:l OF3 _ above should be maintained. 0..'bmzou 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 REVISIONS PUSH NUT 2`-11 REV.ZONE Al DESCRIPTION RATE 7/16" 4 END HINGE n MVS' alals PUSH NUT See DETAIL K for push nut 14 Ga Galvanized Steel A Mv,` w9rle F a 7/16" placement. a C Mvs 9n ln] See DETAIL K for push nut D Mvs 7nvI9 F I placement. TEK SCREW °0 TEK SCREW 1/4" X 3/4" Hex Washer Head 1/4" X 3/4" Hex Washer Head ADJUSTABLE TOP FIXTURE Self Drilling (2 per Bracket) Self Drilling (6 per Hinge) 12 GD n o 0 ° TEK SCREW {u) LOW HEADROOM TOP PUSH NUT 1/4" X 3/4" Hex Washer Head BRACKET 7/16" Self Drilling (4 per Bracket) See DETAIL K for push nut DETAIL A LOW HEADROOM DETAIL B placement. E TOP BRACKET E 3 1/2" x 4" E STRUT 231r BOTTOM BRACKET 4 INTERMEDIATE HINGE 18 Go 50 KSI Minimum 13 Go Galvanized Steel 18 or 14 Go Galvanized Galvanized Steel - JAMB BRACKET Steel 4"yl� OX TEK SCREW a - 12 Ca Galvanized 1/4" X 3/4" Hex Washer TEK SCREW Steel Maximum ® Head Self Drilling (3 per °® 1/4" X 3/4" Hex 01 0 1121r Bottom Bracket) Washer Head Self 311r DETAIL K Drilling (4 per Hinge) 2 0 PUSH NUT BOLT & NUT There should be a space 7/16" `� 1/4-20 X 5/8" of maximum 1 2' D See DETAIL K far push NOTE: The location of TEK SCREW Carriage Balt & between the ro�er hub D nut placement. the intermediate hinges 1/4-20 Hex Washer is indicated by the 1/4" X 3/4" Hex Washer and the outside edge of BOTTOM SEAL toggle lock dimples at Head Self Drilling (2 per Nut (1 per Jamb the roller holder which is DETAIL C DETAIL D the top of each section. DETAIL E End & Intermediate stiles) DETAIL F Bracket) set by the push nut. WITH AND WRHouT BRACE NOTE: Details on some views omitted 00 p0 SLIDE LOCK (One On EachT;"/c BRACKET for clarity. 9 0 Side of The Door) or Double end stiles and end 0 0- 0 0 0 0 0 LOCK BARS (see DETAIL J hardware may be provided on C a 0 0 0 �p SLIDE LOCK or LOCK BARSWider or heavier doors. d--b Engages into the verticalBOLT C a " " 0 treck on each side of the5/16 X 1 5/8" Lag Bolt \� S dOOflom (4 per Flag Bracket). �\� • CqT RESIDENTIAL & LIGHT COMMERCIAL COMMERCIALv�GENaF•�tP /jam COMMERCIAL For Standard, High For Standard, High TEK SCREW For Low Headroom & Vertical Lift & Vertical Lifte 1/4" X 3/4" Hex Washer NO.51737 With 2" Track and With 2" Track and With 3" Track and Head Self Drilling (4 per Single End Stiles Single End Stiles Single End Stiles DETAIL G Slide Lock) LT & NUT * P ALTERNATE BOTTOM BRACKETS 4-20 X 5/8" Track Bolt sTATEOF 1/4-20 Hex Washer NutB Rofthedoor for Horizontal & 2 for //�FSS�ONA`(�'!�\��N B / DETAIL H Vertical Track) //1//1111(1\\\\\\ Jamb Load Jamb Load +/- 30D lbs ft tall Min. Min. John E Scales. P.E. of 1"— of 1" 2560 King Arthur Blvd. Ste 124-54 V1.FROM IMPACT RESIS'T'ANT Lewisville, Texas 75056 11 Florida P.E. # 51737 3211 FL#17430.4 Professionol Engineer seol provided only for _Z.HER VERTICAL TRACK -2"Nominal ROLLER verification of wind load construction details, LOCKRS Engage 5/16"X 1 5/8'Lag Bolt do 2.O.D. x 7/16" 13 Go Galvanized Steel tested. WOOD JAMBvertical ppp''' DESCRIPTION: LD. Flat Washer 3"Nominal 13 Go is also The vertical Wood jamb each side 2" Diameter Nominal =�1� 9'2"HT 5000 ALUMINUM SERIES NOTE: Jamb bracket must Da in direct contact approved as an alternate. 1 Eleven Ball N Ion or w WIND LOAD SECTIONAL ODORA A fasteners may be counter sunky 1 With the 2x6 (No drywall allowed). to provide a flat mounting E. DESIGN PRESSURE+65,ry_7),S PSP NDTE:A 5 8"minimal O.D. flat washer not R g Ten Ball Steel With O _ t do ails. see jamb attachment DETAIL J Minimum Workable ORAWINO NBY..:VS IDATEDRAW-OB-65-74HVHZ M. n provided) le required for angle mount. r details on sheet 3 for attaching ' SECTION��N B-B jambs to the structure. Alternate Lock Configuration Shaft Length Shown. E:asnann OR WN BY: n1vS GATEDRAWN:2615 REV.OATS:727/19 r.v.."x,cee rmer ®COPPbr 2014 MODEL(S): See Shcet 3 SHEET:2 OF 3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 REVISIONS REV.EONS R7 2.11UPRDN RATE FASTENER TO CONTINUE A IM-1elidls PAST HEADERB IMvsIx19ne 0 (' IMvsI 19/1 1117 F D IMvsI MY 9 F 2 X 6 GRADE 2 OR BETTER SOUTHERN PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. 10 WOOD JAMB ATTACHMENT BWlding MInhum MEa um MInImm Mer onCenter l—blo StrUCture Fastener Typo Embedmem Obta�im Spacienslon ng SpaGng Low E OPENING Min.2500 PSI to Tapcon+(pLUS) 2' 2.50' 5.00' 22' 551 E HEIGHT 4000 PSI Concrete 1/4'w/1'ODD washer MAXIMUM ON Southern Pine 3/8N'OD washer 1 1 1.50" 1.50' 1.50" 24' 620 /8'OD CENTER SPACING Spruce Pine 11r 3/8'Lag w/ 1,50' 1.50' 1.50" 19' 482 1 1/8'OD washer FIRST FASTENER 4"to 10" NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. ABOVE THE FLOOR D OPENING I D WIDTH _ 1j"THICK — HT 5700 SERIES 2"THICK — HT 5200 SERIES MODEL NUMBERS L I- 24 GA MIN. EXTERIOR ALUMINUM SKIN C CWITH OAT. MODEL POLYESTER PAINT TOP MODEL NUMBERS AVAILABLE C HT 5_10 SERIES �\\\�a E!ISCgr�%�� MIN.YIELD: 11 KSI HT 5_12 SERI ES \�� O,��c�NaF•,S HT 5 14 SERIES No.51737 24 GA MIN. INTERIOR ALUMINUM SKIN HT 5 16 SERIES WITH BAKED—ON POLYESTER PAINT TOP — MIN.YIELD: 17 KSI HT 5_70 SERIES =*: 1�= STATE OF HT5_80 SERIES .r•!�COR1DP%'p4,� B F VTONGUE AND GROOVE JOINT. '/j;,S�ONi; ?\\`\ B John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 FIRE RATED POLYURETHANE FOAM IMPACT RESISTANTLewisville, ille INSULATION FloridaP,e#Texas 056 173 i FL#17430.4 Professional Engineer seal provided only for RIGID/FLEXIBLE PVC BOTTOM SEAL verification of wind load construction details, _ I DESCRIPTION: 2 ITT 5000 AI.UMTNW SERTES ,d. p WIND I.GAD SECT[ONAL DOOR A 4SECTIONS 5SECTIONS SSECTIONS 7SECTIONS H E { DESIGN PRESSURE+65.01-73.5 PSP A SECTION A-A STRUT CONFIGURATIONDRAVANDeo:WIr5000-0110-08-65-74HVHZ I D TER Ep—to, DRAWN BY: MVS I DATE DRAWN:2/6115 1 REV.O0.1E:727/19 m c�Ppn;iol,r MODEL(S): See Sheet 3 SHEET:3 OF 3 1 2 3 4 5 6 7 8 2560 King Arthur Blvd Ste 124-54 Lewisville TX 75056 John E. Scates, Professional Engineer office (972)492-9500 July 23, 2019 Haas Door Mark Schweitzer 320 Sycamore St. Wauseon, OH 43567 Re: Evaluation for Pan and Sandwich series FL-17430 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 6th Edition (2017) 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. 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. FL 17430 Drawings WL-0600-0110-08-65-65HVHZ RevE 9'-2" wide, +65.0/-65.0 PSF, Model HT 600 Series WL-0600-0194-08-48-52HVHZ RevE 16'-2" wide, +48.0/-52.0 PSF, Model HT 600 Series WL-0600-0218-08-45-50HVHZ RevD 18'-2" wide, +45.0/-50.0 PSF, Model HT 600 Series WL-2000-0110-08-65-74HVHZ RevD 9'-2" wide, +65.0/-73.5 PSF, Model 2000 Series WL-2000-0194-08-48-52HVHZ RevD 16'-2" wide, +48.0/-52.0 PSF, Model 2000 Series WL-2000-0218-08-45-50HVHZ RevD 18'-2" wide, +45.0/-50.0 PSF, Model 2000 Series WL-5000-0110-08-65-74HVHZ RevD 9'-2" wide, +65.0/-73.5 PSF, Model HT 5000 Series WL-5000-0194-08-48-52HVHZ RevD 16'-2" wide, +48.0/-52.0 PSF, Model HT 5000 Series WL-5000-0218-08-45-50HVHZ RevD 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 201/202/203-94 9'-2" wide x 8'-0" tall (4-sections) Intertek/ATI E1289.02-550-18 TAS 201/202/203-94 16'-2" wide x 8'-0" tall (4-sections) Intertek/ATI E1289.03-550-18 TAS 201/202/203-94 18'-2" wide x 8'-0" tall (4-sections) Alum Sandwich Intertek/ATI E1289.07-550-18 TAS 201/202/203-94 9'-2" wide x 8'-0" tall (4-sections) Intertek/ATI E1289.08-550-18 TAS 201/202/203-94 16'-2" wide x 8'-0" tall (4-sections) Intertek/ATI E1289.09-550-18 TAS 201/202/203-94 18'-2"wide x 8'-0" tall (4-sections) Steel Pan Intertek/ATI E1289.04-550-18 TAS 201/202/203-94 9'-2" wide x 8'-0" tall (4-sections) Intertek/ATI E1289.05-550-18 TAS 201/202/203-94 16'-2" wide x 8'-0" tall (4-sections) Intertek/ATI E1289.06-550-18 TAS 201/202/203-94 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 Intertek/ATI E1289.12-106-18 Tensile Test ASTM E8 Intertek/ATI E1289.13-106-18 Tensile Test ASTM E8 Intertek/ATI E1289.14-106-18 Tensile Test ASTM E8 @ 130 Derry Court, York, PA 2 FL 17430 QAI Laboratories# RJ5251F-1 ASTM E84 Flame-spread and Smoke-Developed QAI Laboratories# RJ5251F-2 ASTM E84 Flame-spread and Smoke-Developed QAI Laboratories# RJ5255F-1 ASTM D1929 Ignition.Temperature of Plastics @ 8385 White Oak Ave, Rancho Cucamonga, CA All testing was performed in 2014, 2015 or 2017. 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 were computed according to ACI 318 using data from ICC ES ESR-3699. For attachment of the 2x6 to a wood wall, ANSI/AF&PA NDS 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 rion 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 FL 17430 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, HT 700, HT 900, HT 2000, HT 800 family are steel polyurethane sandwich doors These variations are included in this approval: 1-3/8" overall thickness: 610, 612, 614, 616, 632, 633, 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, 732, 733, 760, 761, 763, 764, 770, 771, 772, 773, 774, 780, 781, 782, 790 2" overall thickness: 2010, 2012, 2014, 2016, 2032, 2033, 2060, 2061, 2063, 2064, 2070, 2071, 2072, 2073, 2074, 2080, 2081, 2082, 2090 3" overall thickness: 810, 812, 814, 816, 832, 833, 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 gauge: C2410, R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480 (tested), R2480, C2481, R2481, C2482, R2482 20 gauge: C2011, C2015 These steel pan doors have a minimum thickness of the skins of 24 gauge. 4 FL 17430 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 ' � STATE OF lij` Digitally signed by John E'."Scates P.E. �••• \��/` Date:2019.07.24 09:51:418=05'00' •••!cCOR��P�(sj ��``♦ John E. Scates, P.E. IOIVAI- III Florida PE#51737 The digitally-signed file is the original.Printed copies are not originals Qust as copies of paper-signed documents are not originals). 5