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Home My WebLink AboutProduct Approval PrOr BCIS Home { Log In I User Registration Hot Topic I Submit Surcharge Stats&Facts Publications i FBC Staff i SCIS Site Map ! Links Search r ( c_ Producdb ' ,' _�.a USER:PutiAppr oval i Product Annrovai Menu o Product or Auolication Search>Annlication.List>Application Detail OGa r�ti t FL# F1-16660=17 t.CCEIVED ' Application Type Revision 6� Code Version 2017 OCTQ 2019 19 Application Status Approved ST. Lucie County, Permitting Comments. Archived Product Manufacturer Haas Door Company Address/Phone/Email 320 Sycamore St., Wauseon;OH 43567 (4,19)337-:000 Ext 243 mschweitzer@haasdoor.com Authorized Signature Mark Schweitzer mschweitzet.@haasdoor.com Technical Representative Add ress/Phone/Email. FIL PY Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Ddor Assembfies 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.EvaluationReport Florida License PE-51737 Quality Assurance.Entity Architectural Testing; Inc. Quality.Assurance Contract Expiration Date 12/31/2020 Validated By Kurt Dietrich PE Validation Checklist-Hardcopy Received Certificate of Independence FL16660 R7 COI Cert.of Ind Scates2017 s,Ddf Referenced Standard and_Year(of Standard) StandardYear 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 I FL16660 R7 AE EvalReot r7s:pdf Created by Independent Third Party:Yes 16660.12 12. PAN C2011,C2015,C2410, PAN Series sectional pan type garage'door 187"wide R2410,C2411,C2415,C2460, R2460,C2461,R2461-,C2471, R2471,C2472,82472,C2480, 82480,C2481,R2481,C2482, 112482,C2511,112560,R2561, R2571,R2572,R2580,R2581,, 82582 Limits of Use Installation Instructions Approved for use in HVHZ:No FL16660 117 II Windl-oad Install Supplement rC FL s pdf Approved for use outside HVHZ:Yes FL16660 117'Il,WL-2000-0218-24-271--rG s.pdf Impact Resistant:No, Verified By:John E:Scates 51737 Design Pressure:+23.9/-26.7 Created by Independent Third Party:Yes Other:Glazing,is-an available option for all'the Pan Series Evaluation Reports product listed but it does not meet the impact resistant FL16660 R7 AE EvalReot r7s.pdf requirement for windborne debris regions. Created by Independent Third Party:Yes 1666013 13. HT 600,700,2000;860,&900 HT Series sectional Steel sandwich type garage door 97" Series wide Limits of Use Installation Instructions Approved for-use in HVHZ:.,No FL16660L R7 If' Windl-oad Install. Supplement rC FL s.pdf Approved for use outside HVHZ:Yes. FL16660 R7.II WL-0600-0110-08-41-46-rD s.odf Impact Resistant:Ye's Verified By:'John E.Scates 51737 Design Pressure:+41.1/-46.4 Created by Independent Third Party:Yes Other: Evaluation Reports FL16660I R7 AE EvalReot r7s.ndf Created by Independent Third Party:Yes, 16660.14 14. HT 600,700;2006;860,&900 HT Series sectional Steel sandwich,type-garage door 9'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No FI-16660 R7 II Windl-oad Install Suoolement rC FL s.odf Approved for use outside HVHZ:Yes FLJ6660 R7 II WL-0600-0110-08-41_-46L-rF s._odf Impact:Resistant:Yes Verified By:-John E.Scates 51737' Design Pressure:+4,1.1/=46:4 Created by Independent Third Party:Yes Other:Glazing is an available option for-the 600,700;2000 Evaluation Reports &806 Series product only.it.does meet the impact resistant FL16660 RT AE EvalReot r7s.odf requirement for windborne debris regions.Glazing.is not an Created by Independent Third Party:Yes available option for-the 900 Series product. 16660.15 ) 15:HT 600,700;2000,800,&900 HT Series sectional Steel sandwich type.garage doo Sones wide Limits of,Use: Installation Instructions Approved for use in HVHZ:.No. FL16660 117 I1 Windl-oad' Install Supplement rC' FL s.pdf Approved for use outside HVHZ;Yes FL16660 R7 II WL-0600-094-08-31-35-rD s pdf Impact_Resistanf:yes- Verified By:John.E.Scates 51737 Design Pressure::+31.3/-34,9-34.9 Created by Independent.Third Party:.Yes Other: Evaluation Reports FL16660 R7 AE1 EvalReot r7s.pdf Created by Independent Third;Party:.Yes 166'60.16. 16.HT 600,:700, 2000;800,&900, HT Series sectional.Steel sandwich type garage door 362" Series wide Limits of'Use, installation Instructions Approved'fof use in•,HVHZ:No ' FL16660 R7• II,.Windl-dad Install Supplement rC FL s.pdf Approved for use outside HVHZ:Yes' FL16660 R7 11 WL-0600-0194-08-31-35L-rF s:pdf. Impact Resistant:Yes Verified By: John E.Scates 51737 Design Pressure: +31,3/-34.9Created by Independent Third Party:Yes Other:Glazing is an available option.for the 600,700, 2000• Evaluation Reports: &800,Series product only'.It does meet the impact resistant FL16660 R7 AE EvalReot_r7s.ndf. requirement for windborne debris regions;.Glazing Is not an Created by,Independent Third Party::Yes available option for the 900 Series product., 16660.17 17.PAN C2011,.C2015,C2410, PAN Series sectional pan type garage door 97"wide R2410'1 02411,.C2415,C2460, R2460,C2461','112461,C2471, 82471,C2472,82472;02480; R2480,C2481,82481,02482, R2482,C2511,R256G,R2561, R2571,R2572,:R2580,R2581, 112582 Limits of Use Installation Instructions Approved for use in;HVHZ:No FL16660 R7 II WindL'oad Install Supplement rC FL s.pdf_ . Approved for use outside HVHZ:Yes FL16660 R7 II WL-2000-0110-41-46-rD s:pdf, Impact Resistant:'Yes Verified By: John E.Scates 51737 Created by.Independent Third Party:Yes 1 2 3 4 5 6 7 8 Door Width 16'-2"Shown NOTE: Track configuration above the door opening does not affect F See chart below for other the wind load rating of the door. F Top Bracket- door widths DETAIL A(sheet 2 of 3) Flag Bracket Detail H(sheet 2 of 3) M SINGLE STEEL END STILE _ 16 Ga Galvanized Steel E t. tE Jamb Bracket Detail F(sheet 2 of 3) DOOf Height Slide Lock or Lock Bars g Detail G(sheet 2 of 3) t 8'-0"Shown - Manual door locks are - See chart Chart . required unless an automatic t' operator is installed. - below for other 662"+/-3" door heights - D 362"+/-3" — D 222" +/73 Bottom Bracket End Hinge Shat&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) 102"+/-3" 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 C C This product has been evaluated per ANSI/DASMA 115-05 (and —12) for large missile impact and cyclic wind jambs. \`\,11(�'�,/'', pressure. Supporting structural elements are to be designed by a registered professional \�\aS. SC /// Model Number en ineer for specific wind loads. HT 80&2_80 SERIES Door Total#of Jamb Brlds NOTICE: \\�,•(GENd�i•\�.// Height Total Al Of Struts These drawin s HT 61&261 SERIES 6'-0" Sections 3 4 5 r Side supplement 9 are a su ` to the installation instructions �•ons for • 51737 HT 83&2_63 SERIES a standard door and only covers � • HT 64&2_64 SERIES 6'-0" 4 5 5 those procedures that vary from standard door installation. If HT 70&2 70 SERIES HT 10&2_10 SERIES 6'-3° 4 5 5 i' HT-71 82_71 SERIES HT_12&2-12 SERIES 6'-6° 4 5 6 these specific procedures are not �.p STATE -followed, the door may not ,� • 4f/� HT 81&2 81 0 SERIES HT 72&272 SERIES HT-14&214 SERIES 6�-9" 4 SERIES HT 73&273 SERIES HT_16&2_16 SERIES 71-0° 4 5 8 perform as designed. / �� •��OR��r.6��\ B HT_82&2_82 SERIES HT-74&2_74 SERIES HT 32&232 SERIES T-3" 4 5 8 // s/ONA� \\ B HT 80&290 SERIES HT900SERIEswrouTEsHT 33&2_33 SERIES T-6" 4 5 8 / ` Door Widths Desl n Pressures End Center Center Center' Im act T-6" 5- 6 6 Digitally signed by John E.Scates P.E. Date:2017.09.2916:08:13-05'00' John E scoter; P.E. Up To + sF Backers - Stiles Hin es Stiles Hinges Sales Hin es Res stent T-9" 4 5 6 ,/ 2560-King Arthur Blvd. Ste 124-54 10'-2" 49.7 -55.5 Single 2 2 1 1 2 .2 NO 7i-9•- 5 6 g. Lewisville, Texas 75056 12'-2" 41.5 -46.3 Single 2 2 - 2 2- 2 2 NO 81-0° 4 5 g IMPACT RESISTANT Florida P.E. # 51737 14'-2" 35.7 -39.8 Single 3 3 2 2 3 3 1 NO 81-01 5 6 8 Professional Engineer seal provided only for 16'-2" 31.3 -34.9 Single 3 3 3 3 3 3 YES Maximum section height is 24 in. FL#16660 verification of wind load construction details- 18'-2' 24.7 -27.6 Single 3 3 3 3 3 3 NO Maximum door height is 16 ft. 20'-2" 20.1 -22.4 Single 4 4 4 4 5 5 NO_ DESCRIPTION: All doors, even those above the tested height, 16'rErr600,700,2boo,900&90b SERIES 10'-2" 31.3 -34.9 Single 2 2 .1 1 2 2 YES are available with jamb brackets or commercial WIND LOADill=ONAL DOOR A 12'-2" 31.3 -34.9 Single 2 2 2 2 2 2 YES full angle. The maximum spacing of the jamb E E DESIGN PRESSURE+31-V-349PSP A 14'-2° 31.3 34.9 Single 3 3 2 2 3 3 YES brackets/track clips should be maintained. Oe�mXatW wL46omi9"&ala3 sHEir I OF 3 NEW. D This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the rn 4— UTE0E1b 4/42014 EMYrXim MVS PSF required for any.given site. ®C.M%ktW4 MODEL(S): SceSheet3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 PUSH NUT 3 PUSH NUT 7/16^ 24r k14 D HINGE WBOTTOM SCREW 7/16 See DETAIL K for push nut Go Galvanized Steel " X 3/4" Hex Washer Head a See DETAIL K for push nut placement. Drilling (3 per Bottom Bracket) F F placement.ADJUSTABLE TOP FIXTURE TEK SCREW BOTTOM BRACKET 12 Go 1/4" X 3/4" Hex Washer HeadTEK SCREW 13 Go Galvanized Steel Self Drilling (2 per Bracket), 1/4" X 3/4" Hex Washer HeadTEK SCREW (I Self Drilling (6 per Hinge) PUSH NUT 1/4" X 3/4" Hex Washer Head87 16^LOW HEADROOM TOP /Self Drilling (4 per Bracket) PUSH NUTSee AIL K for push nut BRACKET J7/16" placement. See DETAIL K for push nut DETAIL A DETAIL B placement. DETAIL C SEAL LOW HEADROOM E 23 8 Go 11 TOP BRACKET 31 /2" xKSI UT E Minimum INTERMEDIATE HINGE Galvanized Steel 18 or 14 Go Galvanized Steel 4nJAMB BRACKET TEK SCREW 12 Go Galvanized Steel SLIDE LOCK or LOCK BARS o®o (not required with operator) SelfX 3/4" Hex Washer Head Q 1� 31r- ° o Self Drilling (4 per Hinge) 0 2 ° TEK SCREW 1/4" X 3/4" Hex Washer BOLT & NUT Head Self Drilling (4 per D D TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock) NOTE: The location of the 1 4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer intermediate hinges is / DETAIL D indicated by the toggle DETAIL E Head Self Drilling (2 per DETAIL F Na' (1 per Jamb Bracket) DETAIL G lock dimples at the top of End & Intermediate Stiles) each section. (IB NOTE: Details on some views omitted for clarity. WITH AND °o WITHOUT BRACE 00 00 Double end stiles and end hardware may be required on wider or heavier doors. 0 00 0 0 C a o .00 Maximum 31" FLAG BRACKETDsao 07 C \\111111111 ° v2DETAIL K ROLLERBOLT RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 5/16 X 1 5/8" Lag Bolt e v COMMERCIAL For Standard, High For Standard, High There should be a 2" Diameter Nominal = g g space of maximum Eleven Boll Nylon or (4 per Flag Bracket). �I No.51737 For Low Headroom & Vertical Lift & Vertical Lifte — r 1 2" between the roller Ten Ball Steel with With 2" Track and With 2" Track and With 3" Track and OLT & NUT hub and the outside a Minimum Workable Single End Stiles Single End Stiles Single End Stiles 4-20 X 5 8" Track Bolt i"0�, STATE OF. edge of the roller Shaft Length Shown- / holder which is set by 1/4-20 Hex Washer Nut �Q.P,••�C Op: the push nut. for Horizontal & 2 for // �. ORS B ° DETAIL H Vertical Track) '�i'9sroN A� \\`` B ° 1 3/8", 1 3/4',2"&3" John E Scales, P.E. Min. POLYURETHANE FILLED DOOR SECTION Min._ 2560 King Arthur Blvd. Ste 124-54 ° 0 of 1" Minimal 26 Go Galvanized Painted Steel Skins °f 1 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. # 51737 I FL#16660.15 professional Engineer seal=only for COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY verification of wind load construction details. BOLT&WASHER VERTICAL TRACK — 2"Nominal For Standard, High & For Low Headroom With DESCRIPTION : 5/16"X 1 5/8"Lag Bolt&2"o.D, 13 Go Galvanized Steel tested. WOOD JAMB 16'2H'I'600,70D,2000,800&9009-E1�9 Vertical Lift With 3" Track 3" Track and Double x 7/16" I.D. Flat Washer 3"Nominal 13 Go is also The vertical wood jamb S WII4D IAADSECrIONAL DOOR A and Double End Stiles End Stiles NOTE: Jamb bracket must be in approved as an alternate. fasteners may be counter sunk 1 1 DBSIONPRESSU E.+31.7/-349PS AA direct contact with the 2x6(No to provide a flat mounting ALTERNATE BOTTOM BRACKETS drywall allowed). surface. See jamb attachment ORAWINO 90.WL-06000194-0841J5 SHEET-2 OF 1 REV. D NOTE:The bottom bracket tested (shown in DETAIL C)is the lightest bracket NOTE:The flat washer is not required details on sheet 3 for attaching Fy yF.� DIKE 0101: 4/42014 MUM IT. MVS available. far angle mount. jambs to the structure. W�tlY 4aa ae.fthM4 MODEL(S): SeeSheet3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 FASTENER TO CONTINUE F PAST HEADER MODEL NUMBERS F MODEL NUMBERS AVAILABLE HT—14&2_14 SERIES HT 16&2 16 SERIES HT-32&2_32 SERIES E HT 33&2_33 SERIES E HT_10&2_10SERIES OPENING a-4- 2 X 6 GRADE 2 OR BETTER SOUTHERN HT_12&2_12 SERIES HEIGHT PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT HT_60&2 60 SERIES TO BUILDING STRUCTURE. HT 61&2_61 SERIES HT 63&2_63 SERIES MAXIMUM ON HT 64&2 54 SERIES CENTER SPACING D _ HT_70&2_70 SERIES D HT 71&2_71 SERIES FIRST FASTENER 4"to 1D" ABOVE THE FLOOR OPENING HT 72&2 72 SERIES WIDTH HT 73&2_73 SERIES HT 74&2_74 SERIES HT 80&2_80 SERIES HT_81&2_81 SERIES C HT_82&2_82 SERIES C WOOD JAMB ATTACHMENT HT 90&2_90 SERIES \��``11'1"I,��/ SuOding Fastener Type Mlnhnum MEdw Mink—r o Bao ioonslm \\\` a F• sT ,�// SWclure ype E"GadmaR DSmnoa on spaxw Load HT 900 SERIES `�\'Q`ry�pENS$%. Min.2500 PSI to Tapeon+ PLUS) 2' 2.50• 5.00' 24' 551 _� ,,,� i 4000 PSI Concrete 1/4'Loi 1•o�washer I No.51737 Southern Pine 3/8'Lag w/ 1 1/8"OD washer 1.50' 1.50• 1.50' 24' 620 , * r- SpnKe Pine Fir3/8'Leg w/ 1.50' 1.50' 1.50' 24' 482 p;, STATE OF i 1 1/8•oD washer O•, P%2\� B NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. b 51737 FL#16660.15 Professional Engineer seal provided only for verification of wind load construction details. DESCRIPTION: . 16'2"alT 600,700,7000,800 S 900 SERIES A _ _Pau F DESIGN LOAD PRESSURE oit.v 4.9PSe A DI1 MNa M'WG0600-0194-0531.35 SEEM 3 OF 3 NEIL D DN7EDIM 4/42014 BRAUN SF. 6fVS n MODEL(S), SeeSheet3 1 2 3 4 5 6 7 B