The URL can be used to link to this page

Home My WebLink AboutProduct Approval lit SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search ~ IN' Product Approval + 1 I USER:Public User P—Wr,M1ula••ru>I_,r1�;�or ;iLli;,1^S•+.lr ci.>A21jjq c-itt,;_r]LLs-t>Application Detail FL# GiD Application Type Revision Code Version 2017 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 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 12/31/2020 Validated By Kurt Dietrich PE Validation Checklist-Hardcopy Received Certificate of Independence FL16660 R7 -S)l C rt of Ind Scates7.017 s.p�r f 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 _ _ 1 FLiG(i`0 RI AL- Ev'ilRe�t r%ti..(1f Created by Independent Third Party:Yes 16660.12 12.PAN C2011 C2015 C2410 PAN Series sectionalP garage antYP a ara a door 18'2"wide R2410,C2411,C2415,C2460, R2460,C2461,R2461,C2471, R2471,C2472,R2472,C2480, R2480,C2481,R2481,C2482, R2482,C2511,112560,112561, 112571,112572,R2580,R2581, R2582 Limits of Use Installation Instructions Approved for use in HVHZ:No a-j>6CQR7 Il Windl.oad [isL-all ut�Lement ff s.pd_r Approved for use-outside HVHZ:Yes Fl-16660 R7 Ilrift-2QQ_0718_7.4="J_7L r�; s.nrtf 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 AC EvalRept r7s.ndf requirement for windborne debris regions. Created by Independent Third Party:Yes 16660.13 13.HT 600,700,2000,800,&900 HT Series sectional Steel sandwich type garage door 97" Serieswide Limits of Use Installation Instructions Approved for use.in HVHZ:No FI-16660. R7 If Windl-oad Install Sc o tem nt r(. FI_ s.o(If Approved for use outside HVHZ:Yes FI.16o60 117 li WL-06t1-Qt1Lt Clo_t i-•i6_rD s.i df Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure:+41.1/-46.4 Created by Independent Third Party:Yes Other: Evaluation Reports Fl-16660 R7 AL' EvalRept r7s.pdf Created by Independent Third Party:Yes 16660.14 14.HT 600,700,2000,800,&900 HT Series sectional Steel sandwich type garage door 97' Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No FJ 166Ei1 8117 If Wu dL,gad Ins allr�pl5lniV,_rC.F1=s.p If Approved for use outside HVHZ:YesF1�16160 117 fI 4VL-0660_011f-QF3-.,11,4GL rr s.ptlf Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure: +41.1/-46.4 Created 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 _FI t,C 117 AE EvaIRepl: rZ I?If 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 Series wide Limits of Use Installation Instructions Approved for use in HVHZ:NofL16660 117 II bVir�lLoa51 Inslll_Supi lement rC FL, Sp(If Approved for use outside HVHZ:Yes FI.166 0 117 IP AVL-0600-0194-08-31• 5 rD ,-ndf Impact Resistant:Yes Verified By:John E.Scates 51737 +3 Design Pressure: 1.3/-34.9 Created by Independent Third Party:Yes Other: Evaluation Reports FL16660 117 AL Cvaltep .p�1f Created`by Independent Third Party:Yes 16660.16 [16.HT 600,700,2000,800,&900 HT Series sectional Steel,sandwich type garage door 16'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No 1-1-16660 R7 If Windl-oacf Install Suoolemenr rC FI. s.n(If Approved for use outside HVHZ:Yes FL-16660 R7 11 WL-06)O- 194-08-31-35L-rF s.p(If Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure:+31.3/-34.9 Created 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 FLIA 660 R7 AE Ev_alReht.r7s.p 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 9'2"wide R2410,C2411,C2415,02460, R2460,C2461,R2461,C2471, R2471,02472,R2472,C2480, R2480,C2481,R2481,C2482, R2482,C2511,R2560,R2561, R2571,R2572,R2580,R2581, 112582 Limits of Use Installation Instructions Approved for use in HVHZ:No FL1666Cf R7 f l_riJiiull_a ul Install SuJIl�crtienL 1L s_11f1f Approved for use outside HVHZ:Yes FL1G660 117 (I YVI_•20Q0-00110-41 16-rD s.odf Impact Resistant:Yes Verified By:John E.Scates 51737 Created by Independent Third Party:Yes 1 2 3 4 5 6 7 1 8 NOTE: Track configuration above Door Width 16'-2"Shown 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) :,,=Bracket ••..• -••• (sheet2of3) m SINGLE STEEL END STILE 16 Ga Galvanized Steel E A �. A E Jamb Bracket Detail F(sheet 2 of 3) Slide Lack or Lock Bars Door Height Detail G(sheet 2 of 3) 8'-0"Shown - nual door locks are required unless an automatic See chart ! operator is installed. below for other 662"+/-3" door heights 542"+/-3" D C 382..+/-3„ D I ! t ! 222"+/_3" Bottom Bracket End Hinge 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) 102„+/_3" This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. Jamb bracket quantities shown ore 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. \\��IIIIIIII��' pressure. Supporting structural elements are to be designed by a registered professional �� s 4 Model Number engineer for specific wind loads. \\\ -11A HT 60&2 60 SERIES Door Total#of Jamb Brkts NOTICE: \\ O, � iffi—I �dT Total#of Struts These drawin s ore o supplement lament \ • �• HT 61&2 61 SERIES Hei ht Sections per Side 9 PP ` ;• to the installation instructions ons for ` , No.51737 HT_63&2 63 SERIES 6'-0" 3 4 5 o standard door and onlycovers 3 HT 64&2 64 SERIES 6'-0" 4 5 5 those procedures that vary from t i HT_70&2L70 SERIES HT_10&2 10 SERIES 6'-3" 4 5 5 standard door installation. If 6'-6" 4 5 6 these specific procedures are not �•C�" STATE OF HT-71&2_71 SERIES HT_12&2 12 SERIES followed, the door may not HT 80&2_80 SERIES HT-72&2 72 SERIES HT_14&2-14 SERIES W-9" 4 5 6 perform as designed. ��`.\��OR1�p;\2� HT- &2 81 SERIES HT 73&2 73 SERIES HT 16&2 16 SERIES 7'-0" 4 5 6 \ B HT 82&2_82 SERIES HT-74&274 SERIES HT-32&2_32 SERIES 7'-3" 4 5 6 //Zl;"'111111101 SIONAL � B HT 90&2_90 SERIES HT 900 SERIES Wfo UTES HT 33&2 33 SERIES 7'-6" 4 5 6 '"'111I I 1101 Digitally signed by John E.Scates P.E. Door Widths Design Pressures End Center Center Center Impact 7'-6" 5 6 6 + John E Scutes, P.E. Up To +psi - s Backers Sales Hinges Stiles Hinges Stiles Hinges es Resistant 7'-g" 4 5 6 Date:2017.09.29/16:08:13-05'00' 2560 King Arthur Blvd. Ste 124-54 10'-2" 49.7 -55.5 Single 2 2 1 1 2 2 NO 7'-g" 5 6 6 Lewisville. Texas 75056 12'-2" 41.5 -46.3 Single 1 2 2 2 2 2 2 NO 8'-0" 4 5 6 IMPACT RESISTANT Florida P.E. # 51737 14'-2" 35.7 -39.8 Single 3 3 2 2 3 3 NO 8'-0" 5 6 6 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#16660.15 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. g r, - DESCRIPTION : 20'-2" 20.1 -22.4 Single 4 4 4 4 5 5 NO All doors, even those above the tested height, y � 16'?"HT boo,700,30D0,800ffi goo SPRIGS 10'-2" 31.3 -34.9 Single 2 2 1 1 2 2 YES are available with jomb brackets or commercial !�.1 u WIND LOAD SECTIONAL DOOR A 1 DESIGN PRESSURE 4313.34.9PSF A 12'-2" 31.3 -34.9 Single 2 2 2 2 2 2 YES full angle. The maximum spacing of the jamb '- 14'-2" 31.3 -34.9 Single 3 3 2 2 3 3 YES brackets/track clips should be maintained, "'T'�'•DRAWIN(i WL4160o-0193-0S-31-35 I SHEEP I OF 3 1 BEV. D This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the 3n 8—m DATEDRN: 4/4/2014 URAWNBT: MVS W—33n 4356' PSF required for any given site. 0M"%bxm4 MODEL(S): See Shcet3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 PUSH NUT 3 PUSH NUT 2 END HINGE Seell See 4 14 Go Galvanized Steel TEK SCREW See DETAIL K for push nut See DETAIL K for push nut 1/4" X 3/4" Hex Washer Head Fplacement. placement. Self Drilling (3 per Bottom Bracket) F ADJUSTABLE TOP FIXTURE TEK SCREW °® BOTTOM BRACKET 12 Go 1/4" X 3/4" Hex Wosher Head TEK SCREW ® ® 13 Go Galvanized Steel Self Drilling (2 per Bracket) 1/4" X 3/4" Hex Washer Head (09 TEK SCREW n Self Drilling (6 per Hinge) PUSH NUT 1/4" X 3/4" Hex Washer Head 8 LOW HEADROOM TOP 7/16" Self Drilling (4 per Bracket) BRACKET O PUSH NUT See DETAIL K for push nut 7 16" p See DETAIL K for push nut placement. DETAIL A LOW HEADROOM DETAIL B placement. DETAIL C BOTTOM SEAL E E 24a TOP BRACKET 3 1/2" x 4" E STRUT 18 Go 50 KSI Minimum INTERMEDIATE HINGE Galvanized Steel 18 or 14 Go Galvanized Steel 74"7� JAMB BRACKET o®o TEK SCREW 12 Ga Galvanized Steel SLIDE LOCK or LOCK BARS 1/4" X 3/4" Hex Washer HeatlO o (not required with operator) ° Self Drilling (4 per Hinge) E:: 31n a 01 O 2 TEK SCREW lead % 3/4" Hex Washer D BOLT & NUT Head Self Drilling (4 per D NOTE: The location of the TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock) intermediate hinges is 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer DETAIL D Indicoted by the toggle DETAIL E Head Self Drilling (2 per DETAIL F Nut (1 per Jamb Bracket) DETAIL G lock dimples at the top of End & Intermediate Stiles) each section. 00 aocap NOTE: Details on some views omitted for clarity. WITH AND WrtHOUT BRACE 0 a 00 o 0 0 o Double end stiles and end hardware may be 0 0 0 °o °a I 00 required on wider or heavier doors. C a o 0 o Maximum ill J1 3— FLAG BRACKET \\��//// C a o 1/2" 2 �d E SC,�r��,� RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL DETAIL K ROLLER BOLT `\\`) ��GENaF COMMERCIAL For Standard, High For Standard, High There should be a 2" Diameter Nominal 5/16 X 1 5/8" Lag Bolt = i For Low Headroom & Vertical Lift & Vertical Lifte space of maximum Eleven Boll Nylon or (4 per Flag Bracket). No.51737 1 2" between the roller Ten Ball Steel with t. With 2" Track and With 2" Track and With 3" Track and / � Single End Stiles Single End Stiles Single End Stiles hub and the outside a Minimum Workable BOLT & NUT edge of the roller Shaft Length Shown. 1/4-20 x 5/8" Track Bolt OF holder which is set by & 1/4-20 Hex Washer Nut j�0� Q,,'a the push nut. (2 for Horizontal & 2 for ///��••�OR��•' O\\\\ B DETAIL H Vertical Track) soni11; ?i\�` B a John E Scales, P.E. 1 3/6"; I FILLED 2"&3" Min. POLYURETHANE FILLED DOOR SECTION M'"' 2560 King Arthur Blvd. Ste 124-54 o , °f 1" Mlnimol 26 Go Galvanized Pointed Stool Skins Of I Lewisville, Texas 75056 ° a IMPACT RESISTANT Florida P.E. / 51737 COMMERCIAL HEAVY DUTY COMMERCIALHEAVYDUTY FL#16660.15 Professional Engineer seal provided only for verification of wind load construction details. For Standard, High & For Low Headroom With BOLT&WASHER VERTICAL TRACK — 2"Nominal 9 -f DESCRIPTION: Vertical Lift With 3" Track 3" Track and Double 5/16'x 1 5/8"Lag Bolt&2"O.D. 13 Ga Galvanized Steel tested. WOOD JAMB _ 16'+_"Err 600,700.1000,8008900 SERIES x 7/16"I.D.Flat Washer 3"Nominal 13 Go is also The vertical wood iamb y r WIND LOAD SECTIONAL DOOR A and Double End Stiles End Stiles NOTE: Jamb bracket must be in approved as an alternate. fasteners may be counter sunk 1 E;t DESIGN PRESSURE+3L3/-N.9PSF A direct contact with the 2x6 (No to provide a flat mounting r� ALTERNATE BOTTOM BRACKETS Tlt� drywall allowed). surface. See jamb attachment lOIY�d' ~'^ 0RAW1N0NOURT ffiTF 94-08-31.35 SREET:2 OF 3 REY. D NOTE:The bottom bracket tested (shown in DETAIL C) is the lightest bracket NOTE:The flat Washer is not required details an sheet 3 for attaching TqE�o� DATE ORN: 4/iROl4 TF 94-08-31-35 BT: h1 V5 availo6le. for angle mount. jambs to the structure. wmao,9lb 4.7 0 CM tln zma MODEL(S)- Sae Sheet 3 2 3 4 5 6 7 1 8 1 2 3 4 5 6 7 8 FASTENER TO CONTINUE F PASTHEADER F MODEL NUMBERS MODEL NUMBERS AVAILABLE o HT-14&2_14 SERIES HT_16&2_16 SERIES HT_32&2 32 SERIES E HT_33&2_33 SERIES E o HT_10&2 10SERIES OPENING 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 8,2 61 SERIES HT 63&2_63 SERIES MAXIMUM ON HT 64&2 64 SERIES CENTER SPACING � HT_70&2_70 SERIES D HT_71&2_71 SERIES FIRST FASTENER 4"to 10° HT 72&2_72 SERIES ABOVE THE FLOOR OPENING WIDTH HT 73&2_73 SERIES HT 74&2 74 SERIES HT-80&280 SERIES HT_81&2 81 SERIES C HT_82&2_82 SERIES C Building FDWOOD JAMB mTtilaA:w:HFMnUgr"Tm onnkrunn MaC�mn ao a HT_90&2_90 SERIES \``�\ St acture vPe Embedmam o aa�Spaws Spauag Load HT 900 SERIES y�pENdF•. Min.2500 PSI to Tapcon+(PLUS) 2" 2.50' 5.00' 24' 551 •• 4000 PSI Concrete 114"wt 1'OD washer No.51737 ,i Southern Pine 1 118'0Dwasher 1.50' 1.50' 1.50" za• fizo STATE OF %AV- 111. Spruce Pine Fir 316'Lag% 1.50' 1.50" 1.50' 24' 462 j'A • I 1 116'OD washer 1�O�••:, R1QV,p�rQ� B NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. �Q ` \& B ,,Ili4/11111110P John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville. Texas 75056 IMPACT RESISTANT Florida P.E. # 51737 FL#16660.15 Professional Engineer seal provided only for verification of wind load construction details. /... DESCRIPTION: �I Lfr� 16?"\Vfib IAHT 600,1-3000,R00R-S-ICS AD SECTIONAL DOOR A _ ,r,•°_i 9_ DESIGN PRESSURE+31.3/-34.9PSF A DRAWING HLL:WL-0600-0193-08.31-35 I SHEEP 3 OF 3 1 REV. D EfF Frt�me DOTE DRN: 4142014 DRAWN BY: NIVS a m Until ntil2014 961 MODEL(S): Sec Sheet 3 1 2 3 4 5 6 7 8