Loading...
HomeMy WebLinkAboutProduct Approval (2) 6/30/2017 Florida Building Code Online w BCIS Home Log In User Registration Hot Topics ( Submit Surcharge Stats&Facts i Publications ( FBC Staff ;, BCIS Site Map i Links ESearch rI,USER:Public User ,oductApproval RECEIVED JUL U `l 20117US Product Approval Menu>Product or Application Search>Application List>Application Detail PM FL# FL16660-R6 Application Type Revision Code Version 2014 Application Status Approved Comments 9 L 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 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. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Kurt Dietrich PE Validation Checklist-Hardcopy Received Certificate of Independence FL16660 R6 COI Cert of Ind Scates s.Ddf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2012 ANSI/DASMA 115 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e4gonT4z`/`2fE8EmDgQZ9sFKfXB°/`2bhScMputwAp/o3dp/o3d 1/5 6/30/2017 Florida Building Code Online R2460,C2461, R2461,C2471, • R2471,C2472, R2472,C2480, R2480,C2481, R2481,C2482, R2482,C2511, R2560, R2561, R2571, R2572, R2580, R2581, R2582 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-2000-0218-24-27L-RevF s.pdf Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +23.9/-26.7 Evaluation Reports Other: Glazing is an available option for all the Pan Series FL16660 R6 AE EvalReot r6a s.odf product listed but it does not meet the impact resistant Created by Independent Third Party: Yes requirement for windborne debris regions. 16660:13 13. HT 600,700, 2000, 800, &900 HT Series sectional sandwich type garage door 9'2"wide Series Limits of Use Installation-Instructions _ Approved for use in HVHZ: No _FLL6660r'.R6 IJML-0'600-0110-138741=4, siodf Approved for use outside HVHZ:Yes Verified By:John E. Scates 51737 Impact Resistant Yes,-----_-- Created by Independent Third Party:Yes �. Design Pressure: +41;1/-4 .'.4 Evaluation Reports _ Other: t FLr1G660-R6 AE EvalReot r6a s odf'�� Created'iiy`In`dependent Th'i�d-Party:`Yes 16660.14 14. HT 600,700, 2000, 800, &900 HT Series sectional sandwich type garage door 97"wide Series Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-0600-0110-08-41-46L-RevE 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: +41.1/-46.4 Evaluation Reports Other: Glazing is an available option for the 600,700, 2000& FL16660 R6 AE EvalRept r6a s.Ddf 800 Series product only. It does meet the impact resistant Created by Independent Third Party:Yes requirement for windborne debris regions. Glazing is not an available option for the 900 Series product. 16660.15 15. HT 600,700,2000, 800, &900 HT Series sectional sandwich type garage door 16'2"wide Series Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-0600-0194-08-31-35-RevC 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: +31.3/-34.9 Evaluation Reports Other: FL16660 R6 AE EvalReot r6a s.Ddf Created by Independent Third Party: Yes 16660.16 16. HT 600,700, 2000,800,&900 HT Series sectional sandwich type garage door 16'2"wide Series Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-0600-0194-08-31-35L-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: +31.3/-34.9 Evaluation Reports Other: Glazing is an available option for the 600, 700, 2000& FL16660 R6 AE EvalReot r6a s.Ddf 800 Series product only. It does meet the impact resistant Created by Independent Third Party: Yes requirement for windborne debris regions. Glazing is not an available option for the 900 Series product. 16660.17 17. 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, C2511, R2560, R2561, R2571, R2572, R2580, R2581, R2582 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-2000-0110-41-46-RevC 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: +41.1/-46.4 Evaluation Reports Other: FL16660 R6 AE EvalRept r6a s.Ddf Created by Independent Third Party:Yes 16660.18 18. PAN C2011,C2015, C2410, PAN Series sectional pan type garage door 16'2"wide R2410, C2411, C2415,C2460, R2460,C2461, R2461,C2471, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4°/"2fS6e4gonT4z°/"2fE8EmDgQZgsFKfXB%2bhScMputwA%3d°/"3d 4/5 1 2 3 4 5 6 7 8 Door Width 9'-2"Shown NOTE: Track configuration above the door opening does not affect See chart below for other the wind load rating of the door. F Top Bracket doorwidths ! DETAIL A(sheet 2 of 3) Flag Bracket •• ••••••may DeallH(.had2of3) oe TS SINGLE STEEL END STILE 16 Ga Galvanized Steel E ! -- - - - - -- — Slide Lock or Lode Bars t Door Height Detail G(sheet 2 of 3) 8'-0"Shown Manuol door locks are 1 required unless on automatic operator is installed. Jamb Bracket See Chart Detail F(sheet 2 of 3) below for other 661"+/-3" door heights D 38z'+1-3" I [ Bottom Bracket End Hinge Z 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) 10Z"+/-3^ Digitally signed byJohn E.Scates,P.E. Date:2016.08.04,45:07:07-05'00' C This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. \ / This product has been evaluated per ANSI/DASMA 115-05 (and -12) for large missile impact and cyclic wind \\� �• 8`� /// pressure. _ Supporting structural elements are to be designed by a registered professional \\ ��,.BN•- engineer for specific wind loads. `\ x'01 Model Number Door Total#of Jamb B NOTICE: HT 60&2-6D SERIES Total#of Struts These drawings ore o supplement 511737 6 Hel ht Sections per 9 Pp ;• pjp. , HT 61&2 61 SERIES 6'-0" 3 3 3 to the installation instructions for HT 63&2_63 SERIES a standard door and only covers r t 6'-01' 4 4 3 those procedures that vary from * r 1-171-64&2 64 SERIES 6'-3" 4 4 3 standard door installation. If ,•0`� STATE OF ;• ` HT 70&270 SERIES HT_10&2 10 SERIES 6'G 4 4 4 these specific procedures are not �`�� Z. HT 71&2771 SERIES HT_12&2 12SERIES followed, the door may not // •h .,PLORIQ�;•0\\\ B HT_80&2 80 SERIES HT 72&2_72 SERIES HT_14&2_14 SERIES 6'-9 4 4 4 perform as designed. //les t1 \\ HT_81&281 SERIES HT-73&273 SERIES HT_16&2_16 SERIES 7'-3" 4 4 4 '////S�Ni; \\�\ ! HT-82&2-82 SERIES HT 74&2_74 SERIES HT 32&232 SERIES 7'-6" 4 4 4 HT_gO&290 SERIES HT 900 SERIES WIOLrrEsHT 33&2 33SERIE 7'-6' S 5 4John E Scates, P.E. Doorwidths Design ressures; End Center Center Center Impact 3121 Fairgate Drive Up To + s Backers Stiles Hinges Stiles Hinges Stiles Hinges Resistant T-9" 4 4 4 IMPACT RESISTANT Carrollton, Texas 75007 8'-7 46.1 -52.0 Single 1 1 1 1 1 1 NO T-9- 5 5 4 Florida P.E. N 51737 9'-2" 41.1 -46.4 Single. 1 1 1 1 1 1 YES 8'-0- 4 4 4 Professional Engineer seal provided only for 10'-2" 33.4 -37.7 Single 2 2 1 1 2 2 NO 8'-0" 5 5 4 FL#16660.13 verification of wind load construction details. 12'-2" 23.3 -26:3 Single 2 2 2 2 2 2 NO Maximum section height is 24 in. DESCRIPTION: 8'-2" 41.1 46.4 Sine 1 1 1 1 1 1 YES Maximum door height is 16 ft. UP TO 91 r In'600,700.2000,600&900 SERIES HIND LOAD SECTIONAL DOOR A Ihis product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the All doors, even those above the tested height, are available 1 1 DESION PRESSURE 441.11-06.4 PSF PSF required for any given site. with jamb brackets or commercial full angle. The maximum DRAWING 10--P/1�0600-01I0-08�146 BHEEh I OF 7 11EY. C spacing of the jamb brackets/crock clips should be DRAW ING 1--W L- tISI1N S41 MVS maintained. -Iftp— ,C.WW MA n MODEL($): See Sheet 3 t 1 2 3 4 5 6 7 8 PUSH NUT PUSH NUT 2-.. — END HINGE 7/16' 4 TEK SCREW 7/16 See DETAIL K for push nut 14 Ga Galvanized Steel 1/4° X 3/4" Hex Washer Head See DETAIL K for push nut placement. Self Drilling (3 per Bottom Bracket) F � placement. ° I ADJUSTABLE TOP FIXTURE TEK SCREW °g BOTTOM BRACKET 12 Go 1/4" X 3/4" Hex Washer Head TEK SCREW ® A 13 Go Galvanized Steel Self Drilling (2 per Bracket) 1/4" X 3/4" Hex Washer Head H © o TEK SCREW n Self Drilling (6 per Hinge) PUSH NUT 1/4" X 3/4" Hex Washer Head (u� 7/16" Self Drilling4 per Bracket LOW HEADROOM TOP O PUSH NUT See T for ( p ) BRACKET DETAIL K push nut 7/16" placement. See DETAIL K for push nut DETAIL ALOW HEADROOM DETAIL B placement. DETAIL C BOTTOM SEAL E 3„ TOP BRACKET 24, 2 1/4" x 2 3/4" E STRUT 18 Go 70 KSI Minimum INTERMEDIATE HINGE Galvanized Steel TO 18 or 14 Go Galvanized Steel JAMB BRACKET ° TEK SCREW 2 n 12 Go Galvanized Steel 0 0 o SLIDE LOCK or LOCK BARS 0 0 (not required with operator) ® 1/4" X 3/4" Hex Washer Head o Self Drilling (4 per Hinge) O o a ° a TEK SCREW NOTE: The location of the 2-" a a 1/4" X 3/4" Hex Washer D intermediate hinges is 4 BOLT & NUT Head Self Drilling (4 per indicated by the toggle lock TEK SCREN! 1/4-20 X 5/8" Carriage Slide Lock) dimples al the top of each 1/4" X 3/4" Hex Washer Boll & 1/4-20 Hex Washer DETAIL D section. DETAIL E Head Self Drilling (1 per End DETAIL F Nut (1 per Jamb Bracket) DETAIL G Stile & 2 per Intermediate Stile) WITH AND WITHOUT BRACE 0 0o 00 o b NOTE: Details on some views omitted for clarity. 0 0 0 0 °a °o Double end stiles and end hardware may be a o o o required on wider or heavier doors. C C1 RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 1/4a \\�O sdCer��///// / COMMERCIAL For Standard, High For Standard, High FLAG BRACKETDETAIL K 4 For Low Headroom & Vertical Lift & Vertical Litte o0 000 � : No.51737 � With 2" Track and With 2" Track and With 3" Track and There should be o BOLT ; Single End Stiles Single End Stiles Single End Stiles space of 1/4" between ° I 5/16 X 1 5/8" Log Bolt the roller hub and the (4 per Flog Bracket). i.p: gTp1EOF ALTERNATE BOTTOM BRACKETS outside edge of the �a �P�`, *;`2� NOTE: The bottom bracket tested (shown in DETAIL C7 is the lightest bracket available. roller holder which is BOLT & NUT //.P�•.FLOR1ar�6 B set by the push nut. 1/4-20 X 5/8" Track Bolt 1 3/8". 1 3/a",2°& 3' & 1/4-20 flex Washer Nut (2 for Horizontal & 2 for Min. POLYURETHANE FILLED DOOR SECTION Min, Vertical Track) of 1" Minimal 26 G° Galvanized Painted Steel Skins of 1" John E Scales, P.E. UUU 3121 Fairgdte Drive I IMPACT RESISTANT Carrollton, Texas 75007 3Z' Florida P.E. /,l 51737 h I FL#16660.13 Professionof Engineer seal provided only for ROLLERverification of wind load construction details. BOLT&WASHER VERTICAL TRACK - 2"Nominal WOOD JAMB DESCIIIPTIOIN 57 /I6°X 1 5/8°Lag Bolt&2"O.D. 13 Go Gofvanized Steel tested. 2" Diameter Nominal DP TO 91;D1117600,700,2000,800&900S EWES x 7/16"I.D. Flat Washer 3"Nominal 13 Go is also The vertical wood jamb Eleven Boll Nylon or DETAIL H wOVOLOAD SECTIONAL DOOR A NOTE: .Iamb bracket must be in approved as on alternate. fasteners may be counter sunk y S 1 1 DESIGN PRESSURE 441.1/46.4 PSF diroct contact with the 2x6(No to provide a flat mounting Ten Ball Steel with drywall allowed), surl°cn. Sea jamb attachment a Minimum Workable OIIIIWIIIp IO.:WL06CM110-0841�46 SHEET:2 OF REV. C NOTE: allowed), flat washer is not required details on sheet 3 for oltaching Shaft Length Shown 4utr, pATE ORR; 4N114 08/W1IT: MVS I.) angle mount. jambs to the structure. Wms,®E=17 V o.Fft lmt4 MODEL(S): Sex Sheet 3 1 2 3 4 5 6 7 8 FASTENER TO CONTINUE F PASTHEADER I 0 MODEL NUMBERS MODEL NUMBERS AVAILABLE o E HT 14&2_14 SERIES I HT_16&216 SERIES HT_32&2 32 SERIES OPENING HT' 33&2_33 SERIES HEIGHT —2 X 6 GRADE 20R BETTER SOUTHERN o PINE JAMBS. o HT 10&2 10SERIES SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. HT_12&2_12 SERIES HT_60&2_60 SERIES MAXIMUM ON D HT_61&2_61 SERIES CENTER SPACING I HT_63&2_63 SERIES o o HT_64&2_64 SERIES FIRST FASTENER 4"tD 10" HT 70&2_70 SERIES ABOVE THE FLOOR OPENING HT 71&2_71 SERIES WIDTH HT_72&2_72 SERIES HT_73&2_73 SERIES WOOD JAMB ATTACHMENT HT_74&2_74 SERIES w ME nom o conic o c Ai °b C HT_80&2_80 SERIES st°rucWre Feslerer7ype Emb�aAne IUlelenca Spacing Spacing Loasa ` HT_81&2_81 SERIES 40ro SIO Concrete 1/48 w/1'00Pwasher 2' 2.50' 5.00' 24' 551 ���'�.j.�`gN W, HT_82&2_82 SERIES Southern Pine 3/8'Lag w/ 1.50' 1.50' 1.50' 24' 620 HT_90&2_90 SERIES 11/6'oo washer la Pio.51737 � y r ' S race Pine.Fir Law 1.50' 1.50' 1.50' 24' 482 HT 900 SERIES p 11, oD washer NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. i 4�` 9TA1E OF a a John E Scates, P.E. 3121 Fairgote Drive IMPACT RESISTANT Carrollton, Texas 750D7 Florida P.E. ✓! 51737 FL#16660.13 Professional Engineer seal provided only for verification of wind load construction details. DESCRIPTION* _ UP TO 9'2'TIT 600,700,2000,900&900 SERIES W IND LOAD SECTIONAL DOOR SIGN PRESSURE M1.1/46A PSF ! _DRAWING NN:WL-0600-0110-094146 I SHEEF.3 OF 3 REV. C �Ir6R/dw OATEORN: 4/9/14 ORAWHNT: MVS ®®�4®b X190 ".ariermu MODEL(S): Sce Shcet3 G 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer office(972)492-9500 I fax(972)492-0077 August 22,2016 Haas Door Mark Schweitzer 320 Sycamore St. Wauseon,OH 43567 Re: Evaluation for Florida FL-16660 To Whom It May Concern: At the request of Haas Door, I have reviewed the drawings and tests listed below. These tests were conducted at Haas Door Company Test Lab according to ANSI/DASMA 108 and ANSI/DASMA 115 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 5th edition (2014) of the Florida Building Code. I certify that I meet the requirements of"independence"as detailed in Florida Statutes. Drawings These products were tested to DASMA 108(static): WL-0600-0110-08-21-24L RevD HT 600 Series 9'-2"wide,+21.3/-24.1 PSF WL-0600-0110-08-25-28L RevE HT 600 Series 9'-2"wide,+24.8/-28.0 PSF WL-0600-0122-08-21-24L1 Rev- HT 600 Series 10'-2"wide,+21.3/-24.1 PSF WL-0600-0194-08-22-24 RevA HT 600 Series 16'-2"wide,+21.8/-24.3 PSF WL-0600-0194-08-22-24L RevA HT 600 Series 16'-2"wide,+21.8/-24.3 PSF WL-0600-0194-08-22-24L1 Rev- HT 600 Series 16-2"wide,+21.8/-24.3 PSF WL-0600-0194-08-24-27L RevE HT 600 Series 16'-2"wide,+23.9/-26.7 PSF WL-0600-0218-08-20-23L RevD HT 600 Series 18'-2"wide,+20.4/-22.7 PSF WL-0600-0218-08-20-23L1 Rev- HT 600 Series 18'-2"wide,+20.4/-22.7 PSF WL-0600-0218-08-24-27L RevF HT 600 Series 18'-2"wide,+23.9/-26.7 PSF WL-2000-0110-08-21-241- RevD PAN 2000 Series 9'-2"wide,+21.3%-24.1 PSF WL-2000-0110-25-28L RevE PAN 2000 Series 9'-2"wide,+24.8/-28.0 PSF WL-2000-0110-35-39 RevD PAN 2000 Series 9'-2"wide,+35.0%39.0 PSF WL-2000-0122-08-21-24 Rev- PAN 2000 Series 10'-2"wide,+24.3/-24.1 PSF WL-2000-0122-08-21-24L Rev- PAN 2000 Series 10'-2"wide,+24.3/-24.1 PSF WL-2000-0194-08-18-20 RevA PAN 2000 Series 16-2"wide,+18.3/-20.4 PSF WL-2000-0194-08-18-20L RevA PAN 2000 Series 16'-2"wide,+18.3/-20.4 PSF Evaluation.for Florida FL-16660 WL-2000-0194-18-20L RevA PAN 2000 Series 16'-2"wide,+18.3/-20.4 PSF WL-2000-0194-08-20-23L RevD PAN 2000 Series 16'-2"wide,+20.4/-22.7 PSF WL-2000-0194-24-27L RevE PAN 2000 Series 16'-2"wide,+23.9/-26.7 PSF WL-2000-0194-08-24-27L Rev- PAN 2000 Series 16'-2"wide,+23.9/-26.7 PSF WL-2000-0218-08-20-23L RevD PAN 2000 Series 18'-2"wide,+20.4/=22.7 PSF WL-2000-0218-24-27L RevF PAN 2000 Series 18'-2"wide,+23.9/-26.7 PSF WL-C300-0122-08-21-24 Rev- 300CA Series 10'-2"wide,+21.3/-24.1PSF WL-C300-0194-08-22-24 Rev- 300CA Series 16'-2"wide,+21.8/-24.3 PSF WL-C300-0218-08-20-23 Rev- 300CA Series 18'-2"wide,+20.4/-22.7 PSF These products were tested to DASMA 108(static)and DASMA 115(impact): WL-0600-0110-08-41-46 RevC HT 600 Series 9'-2"wide,+41.1/46.4 PSF WL-0600-0110-08-41-46L RevE HT 600 Series 9'-2"wide,+41.1/-46.4 PSF WL-0600-0122-08-48-52 Rev- HT 600 Series 10'-2"wide,+48.0/-52.0 PSF WL-0600-0194-08-31-35 RevC HT 600 Series 16'-2"wide,+31.3/-34.9 PSF WL-0600-0194-08-31-35L RevE HT 600 Series 16'-2"wide,+31.3/-34.9 PSF WL-0600-0194-08-37-42 RevC HT 600 Series 16'-2"wide,+37.4/-41.7 PSF WL-0600-0218-08-30-34 RevD HT 600 Series 18'-2"wide,+30.0/-33.9 PSF WL-0600-0218-08-30-34L RevA HT 600 Series 18'-2"wide,+30.0/-33.9 PSF WL-2000-0110-08-35-39 RevC PAN 2000 Series 9'-2"wide,+35.0/-39.0 PSF WL-2000-0110-41-46 RevC PAN 2000 Series 9'-2"wide,+41.1/-46.4 PSF WL-2000-0194-08-31-35 RevC PAN 2000 Series 16'-2"wide,+31.3/-34.9 PSF WL-2000-0194-31-35 RevD PAN 2000 Series 16'-2"wide,+31.3/-34.9 PSF WL-2000-0194-37-42 RevC PAN 2000 Series 16'-2"wide,+37.4/-41.7 PSF WL-2000-0194-08-37-41 Rev- PAN 2000 Series 16'-2"wide,+37.4/-41.7 PSF WL-2000-0218-08-30-33 RevC PAN 2000 Series 18'-2"wide,+30.0/-33.1 PSF WL-5000-0110-08-40-45 RevE HT 5000 Series 9'-2"wide,+40.0%45.0 PSF WL-5000-0110-08-40-45L RevD HT 5000 Series 9'-2"wide,+40.0/-45.0 PSF WL-5000-0122-08-48-52 Rev- HT 5000 Series 10'-2"wide,+48.0%52.0 PSF WL-5000-0194-08-31-35 RevE HT 5000 Series 16'-2"wide,+31.3/-34.9 PSF WL-5000-0194-08-31-35L RevD HT 5000 Series 16'-2"wide,+31.3/-34.9 PSF WL-5000-0218-08-30-34 RevD HT 5000 Series 18'-2"wide,+30.0%33.9 PSF WL-5000-0218-08-30-34L RevA HT 5000 Series 18'-2"wide,+30.0/-33.9 PSF 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. 2 Evaluation for Florida FL-16660 Test Reports Tests were conducted at Haas Door Company Test Lab in Wauseon, OH. This facility was independently accredited per ISO/IEC 17025:2005 by Laboratory Accreditation Bureau (Certificate L2378)to perform these test procedures at the time of testing. I personally witnessed the testing. Static pressure testing was conducted in accordance with ANSI/DASMA 108-2005(and-2012). Large Missile impact and cycling tests were conducted in accordance with ANSI/DASMA 115-05 (and -2012). Drawing HAAS Report# WL-0600-0110-08-21-24L Test 052714006(DASMA 108) WL-0600-0110-08-25-28L Test 070615014 (DASMA 108) Test 070615015 (DASMA 108) Test 020314001 (DASMA 108) WL-0600-0110-08-41-46 Test 033114001 (DASMA 108) 033114002(DASMA 115) WL-0600-0110-08-41-46L Test 033114003 (DASMA 108) 033114004(DASMA 115) WL-0600-0122-08-21-24L1 Test 061316015.(DASMA 108) WL-0600-0122-08-48-52 Test 061316009 (DASMA 108) 061316010(DASMA 115) WL-0600-0194-08-22-24 Test 070615019(DASMA 108) WL-0600-0194-08-22-24L Test 070615011(DASMA 108) Test 070615013(DASMA 108) WL-0600-0194-08-22-241-1 Test 061316007 (DASMA 108) WL-0600-0194-08-24-27L Test 020314008(DASMA 108) WL-0600-0194-08-31-35 Test 033114009 (DASMA 108) 033114010(DASMA 115) WL-0600-0194-08-31-35L Test 033114011 (DASMA 108) 033114012(DASMA 115) WL-0600-0194-08-37-42 Test 052714014(DASMA 108) 052714015 (DASMA 115) WL-0600-0218-08-20-23L Test 070615002(DASMA 108) Test 070615003(DASMA 108) WL-0600-0218-08-20-231-1 Test 061316001(DASMA 108) WL-0600-0218-08-24-27L Test 020314009 (DASMA 108) WL-0600-0218-08-30-34 Test 020314011 (DASMA 108) 020314018(DASMA 115) WL-0600-0218-08-30-34L Test 020314011 (DASMA 108) 020314018(DASMA 115) Test 070615004(DASMA 108) 040615005 (DASMA 115) Test 070615006(DASMA 108) 040615007(DASMA 115) WL-2000-0110-08-21-24L Test 052714003 (DASMA 108) WL-2000-0110-08-35-39 Test 070615016(DASMA 108) 070615017(DASMA 115) WL-2000-0110-25-28L Test 020314004(DASMA 108) WL-2000-0110-35-39 Test 020314003 (DASMA 108) 3 Evaluation.for Florida FL-16660 WL-2000-0110-41-46 Test 033114005 (DASMA 108) 033114006(DASMA 115) WL-2000-0122-08-21-24 Test 061316019 (DASMA 108) WL-2000-0122-08-21-24L Test 061316020(DASMA 108) WL-2000-0194-18-20L Test 070615008(DASMA 108) WL-2000-0194-24-27L Test 020314005 (DASMA 108) WL-2000-0194-31-35 Test 020314006(DASMA 108) 020314015 (DASMA 115) WL-2000-0194-37-42 Test 033114007(DASMA 108) 033114008(DASMA 115) WL-2000-0194-08-18-20 Test 070615010(DASMA 108) WL-2000-0194-08-18-20L Test 070615009(DASMA 108) WL-2000-0194-08-20-23L Test 052714011(DASMA 108) WL-2000-0194-08-24-27L Test 061316006(DASMA 108) WL-2000-0194-08-31-35 Test 052714009(DASMA 108) 0527140106 (DASMA 115) WL-2000-0194-08-37-41 Test 061316004(DASMA 108) 061316005 (DASMA 115) WL-2000-0218-08-20-23L Test 070615001(DASMA 108) WL-2000-0218-08-30-33 Test 052714016(DASMA 108) 052714017(DASMA 115) WL-2000-0218-24-27L Test 020314012 (DASMA 108) WL-5000-0110-08-40-45 Test 020314002 (DASMA 108) 020314013(DASMA 115) WL-5000-0110-08-40-45L Test 052714004(DASMA 108) 052714005 (DASMA 115) WL-5000-0122-08-48-52 Test 061316011(DASMA 108) 061316012(DASMA 115) WL-5000=0194-08-31-35 Test 020314007(DASMA 108) 020314016(DASMA 115) WL-5000-0194-08-31-35L Test 052714012(DASMA 108) 052714013(DASMA 115) WL-5000-0218-08-30-34 Test 020314010(DASMA 108) 020314017(DASMA 115) WL-5000-0218-08-30-34L Test 070615004(DASMA 108) 040615005(DASMA 115) Test 070615006(DASMA 108) 040615007(DASMA 115) WL-C300-0122-08-21-24 Test 061316016(DASMA 108) WL-C300-0194-08-22-24 Test 061316008(DASMA 108) WL-C300-0218-08-20-23 Test 061316003(DASMA 108) 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 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 jambs to the wall. Walls and Jambs should be designed (by others)to withstand the loads imposed by door onto the building. 4 c Evaluation for Florida FL-16660 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(tested),681,682,690. 9xx American Tradition Series(exterior overlays)(tested) 1-3/4"overall thickness: 710,712,714,716,732,733,760,761,763,764, 770,771,772,773,774,780,781,782,790. 9xx American Tradition Series(exterior overlays) 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(tested),832,833,860,861,863,864, 870,871,872,873,874;880,881,882,890 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: 5610,5612,5614,5616,5660(tested),5670,5680(tested) 1-3/4"overall thickness: 5710,5712,5714,5716,5760,5770,5780(tested) 2"overall thickness: 5210,5212,5214,5216,5260,5270,5280 3"overall thickness: 5810,5812,5814,5816,5860,5870,5880 The PAN 2000 family of doors are Pan doors These variations are included in this approval: 25 gage: C2511,R2560(tested),R2561,R2570,R2571,R2572,R2580,R2581,R2582 24 gage: C2410,R2410,C2411,C2415,C2460,R2460,C2461, R2461,C2470,R2470, C2471,R2471,C2472,R2472,C2480,R2480,C2481, R2481,C2482,R2482 20 gage: C2011,C2015 The 300 family of doors are Aluminum"Full View"doors These variations are included in this approval: 1-3/4"overall Thickness: CA 320,RA360 5 c Evaluation for Florida FL-16660 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 listed on each drawing. The maximum door height approved with this report is 16' nominal. 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 (right and left side), or alternately an electric operator attached to the door prior to the wind event. Some of these doors have been tested to Large Missile Impact requirements per ANSI/DASMA 115. However,they have not been fully evaluated for use in the Florida High VelocityHurricane Zone(HVHZ). Sol I11111111� �N\\ S. SC4fll, No.51737 tZ Digitally signed b ;John E.Scates, P.E. 9� Y 9 Y, .o STATE OF . 4V Date:2016.08.22,05-1-1:08-05'00' %�O•` P ••?� John E.Scates' P.E. 41/;SSfCNAL 1/111111�1� FL PE#51737 6