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Home My WebLink AboutProduct Approval SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications 1 FSC Staff BCIS Site Map Lima Search VIN ;w; Product Approval !; f k"'i USER:Public User oolr - Product Annrovtl.Plrnn>Product or nooiicahnn S.—rch>Amthciuon 051>Application Detail RECEIVED i � r FL# FL16660-R7 JUL 19 2018 Application Type Revls on Code Version 2017 Application Status Approved ST. Lucie County, Permitting 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 CLFlorida Engineer or Architect Name who developed John E.Scates the Evaluation Report Florida License PE-51737 pp Quality Assurance Entity Architectural Testing, Inc. r Quality Assurance Contract Expiration Date 12/31/2020 SVA Validated By Kurt Dietrich PE � Validation Checklist-Hardcopy Received UjCertificate of Independence FL16660 R7 COt Cert of Ind Scates2017 s.pdf �J 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 FL16660 R7 AE EvalRept r7sldf Created by Independent Third Party:Yes 16660.12 12. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 18'2"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 FL16600 R7 11 Windl-oad Install Supplement if FL. s,pdf Approved for use outside HVHZ:Yes FL16660 R7 11 WL-2000-0218-24-27L-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 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' Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No FI 766160 R7 ❑ Windl-oad Install Supplement rC FL s )dF Approved for use outside HVHZ:Yes FL16660 R7 11 WL-0600-0110-08-41-46-rD s.odf Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure: +41.1/-46.4 Created by Independent Third Party:Yes Other: Evaluation Reports FI-16660 R7 AE 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 doo 9'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No lement rC FL s.ndf Approved for use outside HVHZ:Yes FL16660 R7 11 WL-0600-0110-08-41-46L-rF s.pv[ Impact Resistant: s Verified By:John E.Scates 51737 Design Pressure +41.1/-46.4 Created by Independent Third Party:Yes Other:Glazing is an avai a le op ion for the 600,700,2000 Evaluation Reports &800 Series product only. It does meet the impact resistant FL.IG660 R7 AE EvalRep r7s-pdf 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 door 16'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No FL16660 R7 I1Wind oad Insiall $Qrinlement rC FL s.p f Approved for use outside HVHZ:Yes FL16660 R7 11 WL-0600-0194-08-31.35-rD s ndf Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure: +31.3/-34.9 Created by Independent Third Party:Yes Other: Evaluation Reports 1 20 R7 AF EvalRept r7s.pdf 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 F1,16660 R7 11 Windl-oad Install SLIDOQ ent rC FL s.pdf Approved for use outside HVHZ:Yes FL 16660 R7 H Wl-0600-0194-08-31-351--rF s nCif 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 FL16660 R7 AE EvalRept r7s.pdf 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,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 R7 II W1,101oacl Insall Supnlemenl rC FLsgdf Approved for use outside HVHZ:Yes [I 16660 R7 11 WI-7000-011(1-41-46-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 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 Topsheet2of3 Bracket door widths NOTE: For impact F DETAILA ( ) resistant lite options Flag Bracket see Sheet 3 of 3. DetailH(sheet2of3) to m SINGLE STEEL END STILE _ 16 Ga Galvanized Steel E r' E Door Hei hY Slide Lock or Lock Bars 9 Detail G(sheet 2 of 3) 8'-0"Shown Monual door locks ore Jamb Bracket required unless an automatic See chart z operator is installed. Detail F(sheet 2 of 3) below for other 662"+/-3" door heights ' D 3812„+/ 3" D e ar 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) Digitally signed by,John E.Scates P.E. 1012"+/-3 Date:2017.09.29/16:15:11-05'00' This product has been evaluated per ANSI/DASMA IOB-05 (and -12) for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. C This product has been evaluated per ANSI/DASMA 115-05 (and -12) for large missile impact and cyclic wind Supporting structural elements are to be designed by a registered professional engineer 1�� C pressure. for specific wind loads. \�� sn- Model Number Door Total Total#of Struts Jamb NOTICE: \\ aa E• c'r7 N0.of 0m°"D°eew"gym° Brkts/ These drawings area supplement to the instollatior \ HT 60&2 60 SERIES Height Sections '°°8BL8on'ena1®" Side instructions for a standard door and only covers � ��.'y�G @ •� HT 61&2_61 SERIES A'°io1�et 0ioi m those procedures that vary from standard door ` HT-63&263 SERIES 6'-0° 3 4 3 installation. If these specific procedures are not ° No.51737 HT 64&2 64 SERIES 6'-0" 4 5 3 followed• the door may not perform as designed. i t HT 70&2_70 SERIES HT_10&2 10 SERIES 6'-3" 4 5 3 NOTICE: HT 71&2_71 SERIES HT_12&2 12 SERIES 6'6° 4 5 4 The lite section of this door may be replaced with i°o�� gjp11EOF a section with another lite style or a solid section. �p • 44\ HT 80&2_80 SERIES HT 72&2_72 SERIES HT_14&214 SERIES 6'-9" 4 5 4 In either case the strut and stile configuration / O HT_1311&2L81 SERIES HT 73&273 SERIES HT-16&2_16 SERIES T-O" 4 5 4 should remain the same, g // °°•�OR�Q.•'Q�\\ B HT_82&2_82 SERIES HT 74&2_74 SERIES HT-32&2-32 SERIES T-3° 4 5 4 NOTICE: /// s�ONA1-��\\ B Only one lite section per door is permitted. The HT 90&2_90 SERIES HT 900 SERIES w/O LITEs HT 33&2-33 SERIES T-6" 4 5 4 lite section can be used anywhere except for the Door Wldths Desi n Pressures End Center Center Center Impact 7'-6° 5 6 4 bottom section. If the lite section is not the top John E Scotes, P.E. Up To + sf -psl Backers Stiles Hin Stiles Hln es Stiles Hinges Resistant 7'-9" 4 5 4 section then the struts must be located as shown 2550 King Arthur Blvd. Ste 124-54 8'-2" 41.1'• -46.4" Single 1 1 1 1 1 1 YES T-9" 5 6 4 in the STRUT CONFIGURATION on page 3 of 3. Lewisville, Texas 75056 9'-2" 41.1" -46.4" Single 1 1 1 1 1 1 YES g'-0" 4 5 4 IMPACT RESISTANT Florida P.E. N 51737 This product is available in narrower sizes with the some PSF and constructed as shown. 8'-0" 5 6 4 This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the Maximum section height is 24 Tn. FL#16660.14 Professional Engineer seal provided only for PSF required for any given site. verification of wind load construction details. Maximum door height is 16 ft. �' DESCRIPTION: ••Design pressures for doors With Standard[has are limited to+40.01-45A All doors, even those above the tested . . srlrr600,a000saoseR>FswllrEsarsao height, are available with jamb brackets SEa7 r-.-�OUTISIESW,zosA1DtOADSEC170NALDOeOR A A or commercial full angle. The maximum 6 r DESIGN PRESSURE+41.1/-06.4PSF spacing of the jamb brackets/track clips DRAWIND N�W1,46060110-08-41461.I BREFT:l OFREV.F should be maintained. an 9R DATE DRM 816/14 1 DRAWN BT: MVS pnzm MODEL($): SmSheet3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 PUSH NUT 3 � r S6 NUT 7/18" 24END HINGE TEK SCREW See DETAIL K for push nut See DETAIL K for push nut 14 Go Galvanized Steel 1/4" X 3/4" Hex Washer Head F ° placement, placement. • Self Drilling (3 per Bottom Bracket) F ADJUSTABLE TOP FIXTURE TEK SCREW °® BOTTOM BRACKET 12 Go 1/4" X 3/4" Hex Washer Head TEK SCREW ® 13 Go Galvanized Steel Self Drilling (2 per Bracket) 1/4" X 3/4" Hex Washer Head ® TEK SCREW n Self Drilling (6 per Hinge) PUSH NUT ° 1/4" X 3/4" Hex Washer Head tlo 7/16- Self 16" Self Drilling4 per Bracket LOW HEADROOM TOP O PUSH NUT See ( P ) BRACKET DETAIL for push nut 7 16" See DETAIL K for push nut placement. DETAIL A DETAIL B placement' DETAIL C BOTTOM SEAL LOW HEADROOM E 231, TOP BRACKET 2 1/4"'x 2 3/4" E STRUT E 18 Go 70 KSI Minimum INTERMEDIATE HINGE Galvanized Steel 18 or 14 Go Galvanized Steel JAMB BRACKET 0 TEK SCREW �I 24rr 12 Ga Galvanized Steel SLIDE LOCK or LOCK BARS (tNOTE 1/4" X 3/4" Hex Washer Head l� o (not required With operator) Self Drilling (4 per Hinge) O y� O ° TEK SCREW : The tocotion of the 21" o0ot/4" X 3/4' Hex Washer Dtermediate hinges is 4 BOLT & NUT Head Self Drilling (4 perdicated by the toggle TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock) lock dimples at the top of 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer DETAIL D each section. DETAIL E Head 2 Drilling r per End DETAIL F Nat c, Per Jamb Bracket) DETAIL G Stile & 2 per Intermediate Stile) WITH AND WITHOUT BRACE 00 00 0 0 NOTE: Details on some views omitted for clarity. 0 0 0 0 0 o Double end stiles and end hardware may be C o 0 A 0 o required on wider or heavier doors, Da `��\\11111111///x// C Maximum �� s�q /�/� RESIDENTIAL & LIGHT COMMERCIAL COMMERCIALEN High g 1/2rrFLAG BRACKET �C��b�G � ••••• COMMERCIAL For Standard, Hi h For Standard, High DETAIL K � • � For Low Headroom & Vertical Lift & Vertical Lifte o0 000al7 , No.M737 \ With 2" Track and With 2" Track and With 3" Track and There should be a space of ° BOLT Single End Stiles Single End Stiles Single End Stiles maximum 1/2" between the 5/t6 X 1 5/8" Lag Bolt ALTERNATE BOTTOM BRACKETS alter hub and the outside O (4 per Flag Bracket). �.o: gTaTEOF edge of the roller holder ip•• :��1� NOTE The bottom bracket tested (shown in DETAIL C1 is the tightest bracket available, which is set by the push DD BOLT & NUT 0, •.�(0R1Cp: B nut. 1/4-20 X 5/8" Track Bolt ///F�QS'' RV9.- \� t 3/8', 1 3/4'.2'&3" & 1/4-20 Hex Washer Nut ///�//I�Ni,\\�\�� B (2 for Horizontal & 2 for Min. POLYURETHANE FILLED DOOR SECTION Min, V Vertical Track) John E Scates, P.E. Of I' Minimal 26 Go Galvanized Painted Steel Skins of 1" 2560 King Arthur Blvd. Ste 124-54 r J IMPACT RESISTANT Lewisville,P.E. #Texas 75056 Florida . 51737 82 FL#16660.14 Professional Engineer seal provided only for ROLLER verification of wind load construction details. BOLT&WASHER VERTICAL TRACK — 2"Nominal WOOD JAMB . DESCRIP71ON: 5/16"X 1 5/8"Log Bolt&2"O.D. 13 Go Galvanized Steel tested. 2" Diameter Nominal .moi 9'2"EIT 600,700,2000&800 SERIFS WlLTIES&HF 900 z 7 16"I.D. Flat Washer 3"Nominal 13 Ga is also The vertical wood jamb DETAIL H SL'RBS WFTNOUT LITHS WIND LOAD SEMONALDOOR b brac A NOTU Jamket must be in approved as an alternate. fasteners may be counter sunk Eleven Ball Nylon or ^� I- DESIGN PRESSURE Mt.l/.46.4PSF A to provide a flat mounting Ten Ball Steel with a direct contact with the 2x6 (No surface. See jamb attachment Minimum Workable OM191Y81�WG06000110-08-01461 SHEET.20F3 HEY.F drywall allowed), details on sheet 3 for attaching NOTE;The flat washer is not required Shaft Length Shown, an a¢.. DATE ORIb N6/14 DRAWN BF. MVS Iambs to the structure. g mcw thlzm IIIIOREL(S): See Sheet3 for angle mount. I ��°tea 1 2 3 4 5 6 7 r8 1 2 3 4 5 6 7 8 FAAS HNE RTOCONTINUE MODEL NUMBERS AND IMPACT LITE OPTIONS LITE OPTIONS AVAILABLE F MODEL NUMBERS CARRIAGE RANCH coweMCcouMERCInL F AVAILABLE ROUSE 24x12 24X6 2 X 6 GRADE 2 OR BETTER SOUTHERN WOOD JAMB ATTACHMENT HT_14&214 SERIES PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT Buildln Mnk— MEd., Mnee�Mmbn nn T-,Jon HT_ts&2_16 SERIES TO BUILDING STRUCTURE. SVuclure Fastener Type EMbeameM Oeum SP n C T � HT_32&2_32 SERIES 1-1 HT_33&2_33 SERIES Min.2500 PSI to Topoon#washer 2° 2.50' 5.00' 24" 551 4000 PSI Concrete 114"wl i. HT_10&2_10SERIES X X X" Southern Pine 318' .50" 1.50° 1.50° 24' 620 HT_12&2_12 SERIES OPENING OPENING 1 1. OHT_60&2 60 SERIES X HEIGHT WIDTH Spruce Pine FN 318' .5D° 1.50° 1.50° 24' 482 HT 61&261 SERIES X E 1 118'OHT 63&2_63 SERIES X E MAXIMUM ON NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. HT 64&2 64 SERIES X CENTER SPACING — HT 70&2_70 SERIES X HT 71&2 71 SERIES X FIRST FASTENER 4"to 10" ABOVE THE FLOOR HT 72&2 72 SERIES X HT 73&2_73 SERIES X HT 74&2_74 SERIES X HT 80&2_80 SERIES X" HT 81&2_81 SERIES X" HT 82&2_82 SERIES X*' HT_90&2_90 SERIES X•' HT 900 SERIES W/O UTES 381Y1 38114' 173(8' x1211Iz 2' x101)4' x10318' LIE DAY LIGHT OPENING(DLO)-WIDE x TALL SE ION NOTE:ALL LITES CONSIST OF INSIDE AND OUTSIDE ALUMINUM FRAMES AND A LEXAN INSERT WITH MACHINED GROVES. L E L E "STANDARD LITES ARE ONLY AVAILABLE AT+40.01-45.0 DESIGN PRESSURES. SEC ION SEC I ION CC LIE LIE z LIE z E LIIE \\\\�........ SEC I ION SEC I ION SEC I ION SEC I ION `\ ��.�,\GENaF'••� �� • No.0737 LIE LIE LIE L E L E SEC I ION SEC I ION SEC 1 ION SEC I ION SEC I ION STATE OF IZ B SELIE ON SELIE LIE LIE z LIIE z: 1: LIE ON SE ON SE ON SE ON SE ON ////I OII NI; NO\\` B John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. # 51737 FL#16660.14 Professional Engineer seal provided only for verificotion of wind load construction details. W. S/6fl4 PTIOR: 77 coo,700,2000&800 Swmc WiLITES&ITT 900 A WI7HS T LITES WIND NPRESSIIR£M1.1D/-06APSF NAL DOOR A 3 SEcnOws 4 sEcnONs s SECTIONS a SECTIONS s SECTIONS, 6 SECTIONS 6 SECTIONS 6 SECTIONS a SECTIONS 7 secnoNs 7 SECTIONS 7 sEcnDM3 7 SECTIONS a SECTIONS a SECTIONS a SECTIONS a SECTIONS a SECTIONS WITH LITE SECTION AT TOP WITH LITE SECTION ANYWHERE EXCEPT THE TOP AND BOTTOM SECTION N6 w[o60aalI0-094146L SHEET.3 O s REV.F STRUT CONFIGURATION S/6fl4 ORS1RRer. MVS S�: See Sheet 3 1 2 3 4 5 6 7 8