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Home My WebLink AboutProduct Approval -- 'iN6 ' r l1[ �., , �� R E G f l�' D:SEP2017 A BCIS Home Log In ; User ReglstraVon + :Hot Topla; Submit Surcharge !- StatS&Facts Publications FBC Staffs `SCIS Site-Map Wksa -Search Y Pik b l�y Product Approval yr USER Public User FILA Prbti tct Aborovai Menu>Prgr�uct or Anplicafioh Search>.A.policatlon Lis[>,Application'DetaiI , rtL FL�1�656vrL2$ Appllcatlon_Type Revision Cod" Vee1-8-M 203►4 "Application Status Approved ., Comments Archived` ProduceManufactucr Haas Door Company: ` ". Address/Phone/Email 320 Sycamore t Wauseon,OH, 3567- ' - (4191-33 7.9900 'Ext-243 mschweitze"r@haasdoorcom Auth9rized'Signature Mark'Schweitzer•• mschweitzer@haasdoor c orn,, Address/Phone/Email,- , Quality Assurance=Representative " Address/Phone/Small Category. Exterior'Doors Subcategory Sectional Exterior Door AssembUes , Compliance Method Evaluation Report from a Florida[16gistered Architect.or a Licensed Florida Profes`sional'Engmee"r Report- dcopy Rec • Evaluation ' Har clued , Florida Engineer orArchitect Narrie'who;developed,; ]ohn-E Scate5 : the;Evaluation.Report Florlda'License PE-51737 Quality Assurance-Entity. Architectural Testing, Inc Quality. Assurance Contract Expiratlon,Date' 12[31/2018 Vail date.d'gy Kurt Dietrich'PE ' Validation Checklist Hardcopy Recelved: Certificate of Independence FL 6 R6 COI. Gert of Ind ScateS s g is_f .,. Referenced Standard°and Year(of Standard ) - ` :Standard. ANSI/DASMA;_108 2012: ANSI/DASMA`115 2012- Equivalence of Product-Standards-' Certified By Sections-from the Code -1++6660 1�7 t f 17.PAN 02011, 02015,02410, PAN Series-S oria pari type garage door9 2 wide} } }R2410, C2411, C2415, C2460, w _ !R2460, C2461, R2461,,C2471, R2471, C2472, R2472, C2480, I R2480,.02481, R2481, C2482, i R2482, C2511, R2560,R2561, R2571, 112572,,82580;; R2581, R2582 Limits of Use � . � 'Installation Instructions Approved for'use in HVHZ: No FLi6660 R6_I1_WL-2000-0110-41-46-RevC S.odf Approved for use outside HVHZ:Yes Verified By: John E.Scates 51732 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +41.1/-.46.4 Evaluation Reports Other: III FL16660 R6_AE_EvalRept r6a spdf I _ u Created by Independent Third Party: Yes 116660,18 i18. PAN C2011,C2015, C2410, PAN Series sectional pan type garage door 162' wide ' R2410,C2411,02415, C2460, i_�.�....._._.__ _ R2460, C2461, R2461, C247-1, I j r R2471, C2472, R2472; C2480, E R2480,C2481, R2481, C2482,C2482, l {R2482, C2511, R2560, R2561, { R25.71, 82572, R2580, 82581, I 1112582 Limits of Use {_Installation Instructions Approved for.use in HVHZ: No 1 FL16660 B¢_jj WL-2000-0194-37-42-RevC_5_.0f E Approved for use outside HVHZ:Yes I Verified By: John E.Scates 51737 impact Resistant:Yes Created by Independent Third Party: Yes I Design Pressure: +37:4/-41.7 Evaluation Reports d Other: FL16660_R6 AE_EvalReDt r6a s.pdf 1 Created by Independent Third Party: Yes 16660.19 i 19. HT 600,700, 2000,800,&900 1 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--0600-0110-08-21-24L-RevD spdf ! I Approved for use outside HVHZ,:Yes Verified By: John E. Scates 51737 Impact Resistant: No { Created by Independent'Third Party: Yes t Design Pressure: +21.3/-24.1 (Evaluation Reports { Other: Glazing is an available option for the 600, 700, 2000 } FL16660 M_AE_ v egt_r6a 5,01' &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 j not an available option for the 900 Series product: 16660.20 {20. HT 600, 700, 2000, 800,&900 I HT Series sectional sandwich type garage door 167'wide f Series • Limits of Use !I.nstallation Instructions y-y { Approved for use in HVHZ: No FI-16660 R6 II_WL-0600-0194-08-37-42-RevC s pdf t Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737 Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure: +37.4/-41.7 Evaluation Reports Other: FL16660 116 A6 EvalReptr6aspdf Created by Independent Third Party: Yes Go to Page 40 40 Page 1 j 3 0 Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CopylJght2007-2013 State of Florida.:;Privaa Statement::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 mall to this entity.Instead,contact the office by phone or by traditional mail.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 emalis 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 area licensee under - Chapter 455,F.S.,please click here. Product Approval Accepts: r 1 2 3 4 5 6 7 8 Door Width 9'-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. Top Bracket door widths DETAIL A(sheet 2 of 3) Bracket Flag 7ela�,11(sheet 2 of 3) 2G P P GP d. E g E Door Height — Slide Lock or Lock Bars I g Detail G(sheet 2 of 3) T-0"Shown b Manual door locks ore Jamb See chart - racket required unless on out DetailF(sheet2of3) operator is installed. below for other 662"+/-'3" door heights; 1 - Bottom Brackets End Hinge SWt&SVut 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) 1021" 3° Digitally signed b' +/- y .g yiJohn E.States,P.E. Date:2016.08.04,1356:28-0500' t D Jamb bracket quantities shown are for use with grade 2 or better southern -�\\N �. � //// s pine jambs.. _ ♦� ��• This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. �♦ 0 1 %GEN3F`•04 S Supporting structural elements are to be designed b• o registered pro This product has been'evaluated per ANSI/DASMA'l 15-OS (and -12) for large missile impact and cyclic PP g 9 9 P : i wind pressure. engineer for specific wind loads. ' No.51737 i Model Number Door Total#of Jamb Brkts NOTICE: = * i Ar Height Sections Total#of Struts er Side 9 :'a PAN C24608 82460 SERIES These"drawings s are a *; ' " 4 4 g supplement to the installotion 'G. g7p 6-0TE Of: PANC2410&R2410SERES PANC2461dR2461SERIES' instructions for a standard door • - /Q/w� PAN C24808R2480 SERES PAN C24718 R2471 SERIES 6'-3" 4 4 3 and onlycovers those / 0�•" Q' 2 / ,�ORio.: -B PAN.C24818 R2481 SERES PAN C24728 R2472 SERIES PAN 0201'1 SERIES 6'-6"'. 4 4 4 procedures that vary from ////�ss•"�+• �aO♦♦ I standard'door installation. If ' PAN C24825 R2482 BEREs PAN 82560 SERIES PAN 02015 SERIES 6'-g" 4 4 4 these specific procedures are /// �ONA� \�\ PAN 82580 SERIES PAN R2561 SERIES PAN C2411 SERIES T-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 T-g" 5 5 5 John E Scates, P.E. Door Widths Design Pressures End Stile Center Center Center Impact 8'-0" 5 5 5 3121 Fairgate Drive Up To +psf Stiles Hin " Stiles Hinges Stiles; Hinges Resistant IMPACT RESISTANT Carrollton, Texas 75007 ' 8'-2' ( 46.1 52.0 ' Double 3 4 3 1 3 1 1 NO Maximum section height is 21 in. Florida. P.E. /j 51737 ht is 16 ft Maximum door height . '9'-2' 41.1 -46.4 Double 3 1 3 1 3 1 YES MaxProfessional Engineer seal'provided only for All doors, even those above the tested height, FL#16660.17 .verification of wield load construction details. 10'-2 i 33.4 37.7 Double 4 2 3 1 5 2 NO , 12'-2 23.3 36.3 Double 1 5 2 5 2 5 2 NO are available with jamb brackets or commercial DESCRIPTION full angle. The maximum spacing of the jamb 8'-2° 41.1 -46.4 Double 3 1 3- 1 3- 1 YES `brackets/track clips should be maintdined. ® 9'2"PAN 2000SERIES WMDLOAD SECTIONAL DOOR A This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining t` S S DESIONPRESSURE 441.114h4 PSF the PSF required for any given site. DrAW1110 rn_WG20F:1110-01-06 SBEET.I OF3 REV. C 320111— DATE DRtE 4/11/14 DRRRitl By. MVS ec."y�mu� 'MODE(S) L See'Sheet3 r 1 2 3 4 5 6 7 8 END STILES PUSH NUT 23" — t4 END Ga HINGE N vanized Steel ✓ TEK SCREW 16 Go Galvanized Steel 7/16' 4 1/4" X 3/4" Hex Washer Head 0f� See DETAIL K for push nut TEK SCREW Sett Drilling (3 per Bottom & 2 per F PUSH NUT placement ° 1/4" X 3/4" Hex Washer Head Adjustable Inner Bottom Brackets) 7/18" ° Self Drilling (6 per Hinge) 4,"� See DETAIL K for push nut TEK SCREW o0BOTTOM BRACKET lacement. 1/4" X3/4" Hex Washer Head 13 Go Galvanized Steel P NOTE: This screw should 0 Self Drilling (2 per Bracket) be located below the prepunchedADJUSTABLE INNER ADJUSTABLE TOP FIXTURE o hole and go through the hinge, BOTTOM BRACKET 12 Ga end stile.and skin edge. PUSH NUT 7 16" OW HEADROOM TOP 0 /TEK SCREW BRACKET Q PUSH NUT See ETD AIL K for push nut 1/4" X. 3/4" Hex Washer Head o 0 7/76" placement. Self Drilling (4 per Bracket) See TAI K for push nutBOTTOM SEAL DETAIL A LOW HEADROOM DETAIL B placement. DETAIL C E TOP BRACKET — [ 2A" 2 1/4" x 2 3ini E STRUT Y INTERMEDIATE STILE 18 Ca 70 KSI Minimum 16 Go Galvanized Steel Galvanized Steel 3 JAMB BRACKET Q 'Z- 12 Ga Galvanized. Steel oQoQo r 4 SLIDE LOCK or LOCK BARS 000 INTERMEDIATE HINGE ° (not required with operator) 18 or 14 Go Galvanized Steel ' �`RD 0 0 0 --�----7 TEK SCREW Dt i '21" _ 1/4" X 3/4" Hex Washer TEK SCREW D TEK SCREW 4 BOLT & NUT 1/4" X 3/4" Hex Washer Head 1/4-20 X 5/8" Carriage Head Self Drilling (4 per [ Self Drilling (4 per Hinge) 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer Slide Lock) Head Sell Drilling (1 per Nut (1 per Jamb Bracket) DETAIL D DETAIL E End & Intermediate Stiles) DETAIL F ' . DETAIL G —WITH AND WITHOUT BRACE NOTE: Details on some views omitted for clarity. a 00 0000 000 Double end stiles and end hardware may be a 0 0 required on wider or heavier doors. 0-0. 0 0 0 0 0 �at FLAG BRACKET C ao coo 1/4"—r 0� 5/16 X 1 5/8" Lag Balt \\ .j.�,�'ISCq i RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL \ Q••�GEN8 \S .v COMMERCIAL For Standard, High (4 per. For Standard, High DETAIL K Flog Bracket). ` No For Low Heodiroom & Vertical Lift & Vertical Lifte 7 .5173. 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,-20 X 5/8" Track Bolt �t �. and the outside edge of the & 1/4-20 Hex Washer Nut -6: $TATE jOF ••�� ALTERNATE BOTTOM BRACKETS roller holder which is set by (2 for Horizontol & 2 for -P NOTE: The 'bottom bracket tested (sho- in DETAIL C is the lightest bracket avo;loble. the push nut. Vertical Track) �� Mir. '11 1111, DOOR SKIN _ min. DETAIL H of 9' I Minimal 25 Go Galvanized Pointed Steel of 1" John E Scutes, P.E. L-7"—J IMPACT RESISTANT Cc rafter, Texas75007 L__=32" Florida PIE. (j 51737 ' ROLLER FL#16660.17 Professional Engineer seal provided only for ROLLER verification of wind load construction details. Bo1T &WASHER 2' Diameter Nominal Eleven DESCRIPTION: 5/16"X s 5/8"Le Ball & 2" O.D. VERTICAL TRACK – 2" Nominal WOOD JAMB Lag The vertical wood jamb 9'2"PAN 2000SERIESWIND LOAD NOTT[:E: Joma be in 3 13 Go Galvanized Steel tested. Boll Nylon w/Hardened 2" Diameter Nominal ' r brac'•cat I.D.LD. Flat Y7asbemust " Nominal 13 Ga is also fasteners may be counter sunk Shaft OC Ten 8011 Steel Eleven BollNylon Or SECTIONALDOOR A ( approved as on alternate. to provide a flat mounting w/Hardened Shaft With a Ten Ball Steel With � � i E DESIGN PRESSURE MI.I/-46.4 PSF / direct aontaaf silo the 2x6 Nc surface. See jamb attachment drywon allowed). Minimum Workable Shaft o Minimum Workable DRAWING 11111--WL-2000-0110-01-06 RHEET20F3 REV. c NOTE: The f!ot washer is not required details on sheet 3 for attaching for ongie mau,no. jambs to the structure. Length Shown. Shaft Length Shown. azo arra" DATE DRN:4/11/14 DRAWNBY: MVS ®co ppgM21314 MODEL(S): See Sheet 3 1 2 3 4 5 6 7 8 FASTENER TO CONTINUE F PAST HEADER I o oo 0 E MODEL NUMBERS E o MODEL NUMBERS AVAILABLE OPENING 2 X 6 GRADE 2 OR BETTER SOUTHERN HEIGHT o 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 D PAN C2511 SERIES CENTER SPACING I 0 PAN C2410&R2410 SERIES PAN C2460&R2460 SERIES FIRST FASTENER 4"to 10" PAN C2461,&R2461 SERIES ABOVE THE FLOOR OPENING PAN C2471&R2471 SERIES WIDTH PAN C2472&R2472 SERIES PAN C2480&R2480 SERIES WOOD JAMB ATTACHMENT PAN C2481&R2481 SERIES Building Minimum Mi Chr--on Ce mr Macamer"Tension G PAN C2482&R2482 SERIES Structure Fastener Type Embedmem Dlstence Spacing spacing Load PAN PANR256oSERIES 4SERIES 000P IConcreette 1Ww/1'Dwehoer z zso° s.00 za 551T�i4 - Southern Pine 3!8•Lag w! 1.50° 1.50• -1.50• 24" 620 • v F PAN 82571 SERIES 11/8.OD washer PAN R2572 SERIES Spruce Pine Fir 3/8"Leg w/ 1.50" 1.50• 1.50" 24° 462 = No.51737 1 1/8'OD washer PAN R2580 SERIES - NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. ,0;, STATE OF j � PAN R2581 SERIES �p 1 � B PAN R2582 SERIES o/ssIONAI /111111/ John E Scales, P.E. 3121 Folrgate Drive IMPACT RESISTANT Carrollton, Texas 75007 Florida P.E. # 51737 FL#16660.17 Professional Eng neer seal provided only for verification of wind loud construction details. �(.._ DESCMPTION: 1.2"PAN 2000 SERIES WIND LOAD SECTIONAL DOOR A „„D 18 DESIGN PRESSURE+41.1/46.4 PSF / .�5r+ DRAWING All Wtt2000-0110-0146 SHEET 3 OF 3 REV. C ago sreamm. ORIE ORN:4/I U14 DRgWNBF: MVS W-. ..Mb 44MODEL(S): See Sheet 3 r,