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Home My WebLink AboutProduct Approval Florida Building Code Online n r 4/26/17,10:47 AM RECEI`' D APR 2 � Z067 ' : ° Al . . Regulation Ka BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I a Florid r11� !Product Approval i USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16660-116 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 mschweltzer@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 Professlonal 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 Expiratlon Date 12/31/2018 Validated By Kurt Dietrich PE Validation Checkllst-Hardcopy Received Certificate of Independence FL16660 R6 COI Cert of Ind Scates s.odf 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 Date Submitted 08/11/2016 Date Validated 08/22/2016 Date Pending FBC Approval 08/23/2016 Date Approved 10/13/2016 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4p/o2fS6e4gonT4z%2fEBEmDgQZgsFKfxB%2bhScMputwA0/o3d%3d Page 1 of 5 Florida Building Code Online 4/26/17, 10:57 AM Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6_II WL-0600-0194-08-31-35-RevC s cpdf 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 EvalRept r6as.pdf 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 EvalRept r6as.�df &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 i Evaluation Reports Other: `-- - FL16660 R6 AE EvalRept r6a s.12df 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, 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-2000-0194-37-42-RevC s.pd Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +37.4/-41.7 Evaluation Reports Other: FL16660 S.6-AE EvalRept_r6as.pdf Created by Independent Third Party: Yes 16660.19 19. 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: No1FL 6660_R6 II WL-0600-0110-08-21-24L-RevD a adf Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.3/-24.1 Evaluation Reports Other: Glazing is an available option for the 600, 700, 2000 FL16660621_AE_ valR t-r6a s.pd &800 Series product only but it does not meet the impact Created by Independent Third Party: Yes resistant requirement for windborne debris regions. Glazing is not an available option for the 900 Series product. 16660.20 20. 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 R61I WL-0600-0194-08-37-42-RevC s.pdf Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737 https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVX...DgsHepng4%2fS6e4gonT4z%2fEBEmDgQZ9sFKfxB%2bhScMputwA%3d%3d Page 5 of 6 1 2 3 4 5 6 7 8 Door Width 9'-2"Shown the Trock configuration above the door opening does not affect See chart below for other — the wind load rating of the door. —Top Bracket doorwidths DETAIL A(sheet 2 of 3) Flag Bracket ' Detail H(sheet 2of3) s. .L. t +I M-0a Slide Lock or Lock Bars I Door Height TDetail G(sheet 2 of 3) 1 T-0"Shown Manual door locks areJamb Bracket See Chart m required unless an autoatic 9.— operator is installed. DetailF(sheet2of3) below for other 662"+/-3" door heights 382"+/-3" I f e 90 a } Bottom Brackets End Hinge Strut A Strut Attachment Intermediate Hinge 4'+!-3" Detail C(sheet 2 of 3) Detail B(shed 2 of 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) 1 102 +/-3" Digitally signed by John E.Scates,P.E. Date:2016.08.0413:56:28-05'00' Jamb bracket quantities shown are for use with grade 2 or better southern This product has been evaluated per ANSI/DASMA 108-05 (and —12) for static air pressure. pine jambs. Supporting structural elements are to be designed b a registered professional This product has been evaluated per ANSI/DASMA 115-05 (and -12) for Jorge missile impact and cyclic PP 9 9 Y 9� P Nind pressure. engineer for specific wind loads. No.51737 , i Model Number Door Total#of Jamb Brkts NOTICE: Total#of Struts a PAN C2460 A R2460 SERIES Hei ht Sections per Side Tnese drawings are a =* Q.` 6'-0" 4 4 3 supplement to the installation �.0 a STATE OF J ` PAN C2410&R2410 SERIES PAN C2461&R2461 SERIES �� •A instructions for a standard door ip PAN SERIES PAN C2471&R2471 SERIES and PAN C2481&R24801 SERIES PAN C2472&R2472 SERIES PAN C2011 SERIES 6=6" 4 4 4 procedures covers that vary from //�'C��' O_R%�P'�0��N' t PANC2482&R2482SERIES PANR2560SERIES PANC2015SERIES 6'-g" 4 4 4 standard door installation. If �sa10NAk_;0'\` these speed, a door rn ore /��/11111,,`�� PAN R2580 SERIES PAN R2561 SERIES PAN C2411 SERIES 7'-0" 4 4 4 not followed, the door may not PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES T-6" 5 5 5 perform as designed. PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES 7'-g" 5 5 5 John E Scales, P.E. Door Widths Design Pressures End Stile Center Center Center Impact 8'-0" 5 5 5 3121 Fairgate Drive Up To + sf -psf Stiles Hinges Stiles Hin_ Stiles Hinges Resistant IMPACT RESISTANT Carrollton, Texas 75007 Maximum section height is 21 in. Florida P.E. 51737 8'-2" 46.1 -52.0 Double 3 1 3 1 3 1 NO '� is 16 ft. 9'-2" 41.1 -46.4 Double 3 1 3 1 3 1 YES Maximum door height FL#1666017 rofessional Engineer seal provided only for . P 10'-7' 33.4 -37.7 Double 4 2 3 1 5 2 NO All doors, even those above the tested height, verification of wind load construction details. ore available with jamb brackets or commercial 12'-2" 23.3 -26.3 Double 5 2 5 2 5 2 NO full angle. The maximum spacing of the jamb DESCNPTION 8'-2" 41.1 46.4 1 Double 1 3 1 3 1 3 1 1 YES brackets/track clips should be maintained, v i,�1•r= 9'2"PAN 2000SERIES WIND LOAD SECTIONAL DOOR 1 This product is designed and said by PSF. The AHJ or Engineer of Record is responsible for determining ( 1 1 DESIGN PRESSURE-41A/46.4 PSF Oe PSF required for any given site. DRAWING NO.:WL-2000-01104146 J SHEEP.1 OF 3 REV. C 320 SVS DATE GRN:4/11/14 DRAWNBT: MVS W=Mb 433w g cUFAM 2014 MODEL(S): See Sheet 3 1 2 3 4 5 6 7 8 END STILES PUSH NUT 2311— — E4 D GoHINGE Galvanized Steel JAdjustable SCREW 16 Ga Galvanized Steel 7/16" 4 " X 3/4" Hex Washer Head See DETAIL K for push nut TEK SCREW Drilling (3 per Botta- & 2 per 0 0 Q PUSH NUT �� placement. 1/4" X 3/4" Hex Washer Head Inner Bottom Brackets) 7/16" ° Self Drilling (6 per Hinge) TT See DETAIL K for push nut TEK SCREW o ° o BOTTOM BRACKET 1 4" X 3 4" Hex Washer Head 13 Go Galvanized Steel placement. / / j NOTE: This screw should 0 Self Drilling (2 per Bracket) be located below the prepunched ADJUSTABLE INNER ADJUSTABLE 'TOP FIXTURE � o � Hole and go through the hinge, BOTTOM, BRACKET 12 Ga end stile and skin edge.LOW HEADROOM TOP 0 � PUSH NUT 716 TEK SCREW BRACKET O PUSH NUT See DETAIL K for push nut 1/4" X 3/4" Hex Washer bead a a 7/16" placement. Self Drilling (4 per Bracket) See DETAIL K for push nut BOTTOM SEAL DETAIL A LOW HEADROOM DETAIL B placement. DETAIL C TOP BRACKET 2rr T 2 1/4" x 2 3/4" E STRUT INTERMEDIATE STILE 18 Go 70 KSI Minimum 16 Go Galvanized Steel Galvanized Steel JAMB BRACKET (N� 'z3" 12 Go Calvanized Steel 4 SLIDE LOCK or LOCK BARS INTERMEDIATE HINGE �]� 0 (not required with operator) 18 or 14 Go Galvanized Steel UEp3 tt oQo(j� -:2 TEK SCREW TEK SCREW 2 1/4" X 3/4" Hex Washer 1 TEK SCREW 4 BOLT & NUT Head Self Drilling (4 per 1/4" X 3/4" Hex Washer Head 1/4-20 X 5/8" Carriage Self Drilling (4 per Hinge) 1/4" X 3/4" Hex Washer Ball & 1/4-20 Hex `hasher Slide Lock) Head Self Drilling (, per "at (, Per Jamb Bracket) DETAIL D DETAIL E DETAIL G End & Intermediate Stiles) DETAIL F WITH ANO WITHOUT BRACE NOTE: Details on some views omitted for clarity. a 00 00 00 aaacid Double end stiles and end hardware rnoy be a required on wider or heavier doors. O O r O O o o 0 o �1 FLAG BRACKET a D.q DU 0 0 0 0 1/4"— �— BOLT `\\\\ S. -SC4.", RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 5/t6 X 1 5/e" lag Bol; \\.9'.� �pENa (4 per Flag Bracket). / COMMERCIAL For Standard, High For Standard, High DETAIL K � � For Low Headroom & Vertical Lift & Vertical Lifte rI NO-5i737 With 2" Track and With 2" Track and With 3" Track and There should be a space of BOLT & NUT Single End Stiles Single End Stiles Single End Stiles 1/4" between the roller hub 1/4-2D x 5/8" Track Bolt and the outside edge of the & 1/4-20 Hex Washer Nut �.p.• STATE OF •�� ALTERNATE BOTTOM BRACKETS eller holder which 9s set by �G f (2 for Horizontal & 2 for �p0• P NOTE: The bottom bracket tested (shown in TAI is the lightest bracket avcilahle. the push nut. , Vertical Track) /� �` `�LQFZ%�G�Q\\\\\ I ��//�saIONi,,\4�\\\ Min. DOOR SKIN Min.., DETAIL H of 1" Minimal 25 Go Galvanized Painted Steel f 1 _- - John E Scutes, P.E. 2/1 Fair L 7" IMPACT RESISTANT Carr ton, T e Drive Carrollton, Texas 75007 7 31" Florida P.E. # 51737 yt: J I �1p ROLLER 2 FL#16660.17 Professional Engineer seal provided only for ROLLERverification of wind load construction details. BOLT & WASHER _ 2" Diameter Nominal Eleven _ --- 5/16.. — X 1 5/8" Lag Bolt & 2" O.D. VERTICAL TRACK - 2" Nominal WOOD JAMB Boll Nylon W Hafdened DESCRIPTION: x 7/16' I.D. Flat Washer 13 Go Galvonizad Steel tested. The vertical wood jamb y w/Hardened Diameter Nominal • 9'2"PAN 2000 SERIES WIND LOAD NOTE: Jamb bracket must be in 3" Nomtnol 13 Go is also fasteners may be counter sunk Shaft or Ten Boll Steel Eleven Ball Nylon or SECTIONALDOOR t direct contact with the 2x6 (No approved as an a0ornote. to provide a flat mounting w/Hardened Shaft With a Ten Ball Steel with B t., DESIGN PRESSURE+41.1/46A PSF surface. See jamb attachment tlrywa0 allowed). Minimum Workable Shaft a Minimum Workable " DRAWING NG-WL-2000-01104146 SHEET.2 OF REV. a NOTE: The flat washer is not required details on sheet 3 for attaching lar angle mount. jambs to the structure. length Shown. Shaft Length Shown. 320SWmom DAIEDRN:4/11/14 URA17NDY: MVS fj c:PPpetM44 MODEL(S): See Sheet 3 1 2 3 4 t 5 6 7 8 FASTENER TO CONTINUE PAST HEADER o 0 o o o MODEL NUMBERS 0 MODEL NUMBERS AVAILABLE OPENING HEIGHT X 6 GRADE 2 OR BETTER SOUTHERN HEIGHT m PINEJAMBS. o PAN C2011 SERIES SEE CHART FOR WOOD JAMB ATTACHMENT PAN C2015 SERIES TO BUILDING STRUCTURE. PAN C2411 SERIES PAN C2415 SERIES MAXIMUM ON PAN C2511 SERIES CENTER SPACING m o PAN C2410&R2410 SERIES 1 PAN C2460&R2460 SERIES FIRST FASTENER PAN C2461&R2461 SERIES ABOVE THE FLOOR OPENING PAN C2471&R2471 SERIES WIDTH PAN C2472&R2472 SERIES PAN 02480&R2480 SERIES WOOD JAMB ATTACHMENT PAN 02481 &82481 SERIES BuildMhimom Mnmam .11 PAN Alowa66 tmct r Fastener Type Emb dmerd"IF ii. on Cannr on Center Tension PAN C2482&R2482 SERIES Structure Distance Spacing Spacing Load \11111I1f1// 2" 2.50' 5:00" 24" 551 \\ �/ PAN 82560 SERIES 4000 PSI Con«e a 1W w i`"O(PLUS)ser `��\Nxx.......CIP, ///� PAN R2561 SERIES a/a'Lagwl �� O • �p Southern Pine 1.50" 1.50" 1.50" 24" 620 . b PAN R2571 SERIES 11/6"DD washerta i PAN R2572 SERIES Spruce Pine Fir 1 1 g/8"L wader 1.50" 1.50" 1.50" 24" 462 _ No.51737 PAN 82580 SERIES NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better. gTpn OF PAN R2581 SERIES PAN R2582 SERIES ////O SS O ORO -10a flllllll John E Scotes, P.E. IMPACT RESISTANT Carr ton, Te Drive Carrollton, Texas 75007 Florida P.E. # 51737 FL#16660.17 Professional Engineer seal provided only for verification of wind load construction details, DESCNPTION: 2"PAN 2000 SERIES WIND LOAD SECTIONAL DOOR DESIGN PRESSURE+41.1/46.4 PSF ORRWING I1D.:WL-2000-01104146 I SHEEP 3 OF 3 .REV. C 320sle mm DATEDRIL4/11/14 ORGWNRY: MVS Vi—Num,lt5fir m coppisnr 2014 MODEL(S): See Sheet