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Product Approval Menu>Product or Application Search>Application List>Application Detail o_ a os FL# FL16660-R6- e E Application Type Revision Code Version 2014 Application Status 0 PAYoved Comments Archived - F 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 12/31/2018 "Validated-By.- Kurt Dietrich PE Validation Checklist- Hardcopy Received Certificate of Independence FL16660 R6 COI Cert of Ind Scates s.pdf 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 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-2000-0194-31-35-R_ev_D_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: FL16660 R6 AE EvalRept r6as.pdf 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 FL16660 R6 II WL-2000-0218-24-27L-RevF s.pdf Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +23.9/-26.7 Evaluation Reports Other: Glazing is an available option for all the Pan Series FL16660 R6 AE EvalRept r6as.pdf product listed but it does not meet the impact resistant Created by Independent Third Party: Yes requirement for windborne debris regions. 16660.13 13. 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: No FL16660 R6 II WL-0600-0110-08-41-46-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 Evaluation Reports Other: FL16660 R6 AE EvalRept rya a,ff Created by Independent Third Party: Yes 16660.14 14. HT 600, 700, 2000, 800, &900 HT Series sectional sandwich type garage door 97"wide Series Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 LI WL-0600-0110-08-41-46L-RevF 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 Evaluation Reports Other: Glazing is an available option for the 600, 700, 2000 FL16660 R6 AE EvalRept r6a s.pdf &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. 16660.15 15. 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-0600-0194-08-31-35-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: +31.3/-34.9 Evaluation Reports Other: FL16660 R6 AE EvalRept r6a s.odf Created by Independent Third Party: Yes 16660.16 16. HT 600, 700, 2000, 800,&900 HT Series sectional sandwich type garage door 167"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 AEv I e t-r6a spd-f &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. �— 2 3 4 5 6 7 8 Door Width 16'-2;Shown NOTE: Trock confieuration 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) Fla Bracket • •• ••••••. /Detail H(sheet2of3) _ b SINGLE STEEL END STILE 16 Ga Galvanized Steel _ 1 r E ' 4 Jamb Bracket I it Detail F(sheet 2 of 3) Slide Lock or LockBars f Door Height - Detail G(sheet 2 of 3) T 8'-0"ShownManual door locks ore See Chart _ t• _ required unless an automatic below for other I` 1 operator is installed. 6621".+/-3.. door heights 542 D rt —� 382"+/-3" I ► t 2221'+/-3- 1 Bottom Bracket End Hinge Strut&Strut Attachment Intermediate Hinge 4"+/-3"J Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) 1 102'+/-3" Digitally signed by,John E scales,P.E. This product has been evaluated per ANSI/DASMA 108-05 (and —12.) for static air pressure. Jamb bracket qucntiGes shown ore for use with grade 2 or better southern pine Date:2016.08.04,14.14.01-05'00' t C This product has been evaluated per ANSI/DASMA 115-05 (end —12) for large missile impact and cyclic wind lambs. %%%%Ili 1111�//// pressure. Supporting structural elements are to be designed by a registered professional \\ Model Number engineer for specific wind loads. HT 60&2_60 SERIES Door Total#of Jamb Bdds TNiThOTICErowin s ore o supplement �`'0�,r%rQEN8F:. Total#of Struts HT 61&2 61 SERIES He!ht Sections per Side 9 6'-0" 3 4 5 to the installation instructions donly co for ` .1 No.51737 HT 63&263 SERIES a standard door and only covers . i HT 64&2_64 SERIES 6'-0" 4 5 5 those procedures that vary from * *� inst HT-70&2 70 SERIES HT_10&2_10 SERIES standard door allotion. IF 6=6 4 5 6 �4'r� STATE ;•N these specific procedures err. not v OF HT 71&2_71 SERIES HT_12&2_12 SERIES followed, the door may not �� (y� HT_80&2 80 SERIES HT 72&2_72 SERIES HT_14&2_14SERIES W-9" 4 5 6 perform as designed.HT 81&2 81 SERIES HT 73&2 73 SERIES HT 16&2 16SERIES 7�-17 4 5 6e1�,( ;F(OR`QQ•- 0%'N ? B HT_90&290 SERIES RrsoosE�ESwoRIrESHT_33&2 33 SEREIES HT 32&232 SERIIES 7'G 4 5 6 /�S�IO��%'N\X f Door Widths Design Pressures End Center Center Center Impact Up To + sfBackers Stiles Hin s Stiles Hin es _S81es Hinges Resistant 7'-9" 4 5 6 John E Scates, P.E. 10'-2 49.7 55.5 Single 2 2 1 1 2 2 NO 7'-g" 5 6 6 3121 Fairaate Drive 12'-2" 41.5 -46.3 Single 2 2 2 2 2 2 NO 8'-0" 4 1 5 6 IMPACT RESISTANT Carrollton, Texas 75007 14'-2' 35.7 39.8 Single 3 3 2 2 3 3 NO 8'-0° 5 6 6 Florida P.E. # 51737 16'-2' 31.3 34.9 Singe 3 3 3 3 3 3 YES FL#16660.15 Professional Engineer soot provided only for Maximum section height is 24 in. 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, _ (; 16'2•HT 000.700.2000.&00&900 SERIES 10'-2 31.3 -34.9 Single 2 2 1 1 2 2 YES ore available with jamb brackets or commerdol WIND LOAD SECTIONAL DOOR A 1 1 DESIGN PRESSURE*31.134.9 PSF 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 1 -34.9_ Single 3 3 2 2 3 3_ YES brackets/track clips should be maintained. ORAWINOND-VRAM2-1., -0194-0&31.33 sNEEF I OF 3 REV. c This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the em.n imsrGATE URN: 414/201-0 ORIIWN BY: MVS PSF required for any given site. mc.Wtb12014 MODEL(S): See Sheet 1 r- 2 3 4 t 5 6 7 8 PUSH NUT 3 PUSH NUT 7/16' 24r-�_ END HINGE TEK SCREW 7/16 14 Go Galvanized Steel See DETAIL K for push nut See DETAIL_K for push nut Self X 3/4" Hex Washer Head F ° placement. placement. o Self Drilling (3 per Bottom Bracket) ADJUSTABLE TOP FIXTURE TEK SCREW °Q BOTTOM BRACKET 12 Go 1/4"X 3/4" Hex Wosrler Head I TEK SCREW q 13 Ga Galvanized Steel Self Drliling (2 per Brccket) 1/4" X 3/4" Hex Washer Head 'tf ®� TEK SCREW n Self Drilling (6 per Hinge) PUSH NUT ° 1/4" X ;5/4" Hex Washer Head uQ 7/16" Self Drilling4 ) LOW`HEADROOM TOP ( per Bracket O PUSH NUT See DETAIL K for BRACKET . push nut 7/16" placement. See DETAIL K for push nut DETAIL A DETAIL B placement. DETAIL C BOTTOM SEAL LOW.HEADROOM E 3 r TOP BRACKET' I 24' 3 1/2" x 4" E STRUT 18 Go 50 KSI Minimum INTERMEDIATE HINGE Galvanized Steel 18 or 14 Go Galvan;zed Steel _ 4" JAMB BRACKET -TEK SCREW - 12 Go Galvanized Steel a0a ° SLIDE LOCK or LOCK BARS o®0 1/4" X 3/4" Hex Washer Head O o C (no( required with operator) Self Drilling (4 per Hinge) 32 r � a ° rTEK SCREW U 1/4" X 3/4" Hex Washer D BOLT & NUT 111� / Head Self Drilling (4 per NOTE: The location of the TEK SCREW 1/4-20 X 5/e" Corrioge Slide Lock) I intermediate hinges is 1/4" X 3/4" Hex Washer Boll & 1/4-20 Hex Washer DETAIL D indicated by the toggle DETAIL E 'lead Self Drilling (2 per DETAIL F Nat (I per Jamb Bracket) DETAIL G lock dimples at the lop of End & Intermediate Stiles) each section. Iq o0000aZy NOTE: Details on some views omitted for clarity. —WITH AND °0 WnHOUT aRncc o0 00 -- 0 Double end stiles and end hardware may be 0 0 — o o required on wider or heavier doors. C o0 00 0 0 (' ° 321oU FLAG BRACKET ° o a \\\\� 3. ° DETAIL K ROLLER BOLT `�0�, �GENdc+r� RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL \ �tP There should be a 2" Diameter Nominal (4 p X 1 5/8" Lag Bolt COMMERCIAL For Standard, High For Standard, High (4 per Flag Bracket). � r N0. For Low Headroom & Vertical Lift & Vertical Lifte space of 1/4" between Eleven Bell Nylon or ; the roller hub and the Ten Ball Steel with t With 2" Track and With 2" Track and With 3" Track and r.* outside edge of the a Minimum Workable BOLT & NUT Single End Stiles Single End Stiles Single End Stiles g 4-20 X 5 8" Track Bon ,4� STATE OF ..Au roller holder which is Shaft Length Shown. / / set by the push nut. �C & 1/4-20 Hex Washer Nut i�0 B a DETAIL H Vertical Tack)tat & 2 for 01 3/8 1 3/4" 2"& i" f //� POLYURETHANE FILLED DOOR SECTION mi.' John E Scales, P.E. e °f 1 / Minimol 26 Go Galvanized painted Steel Skins °f 1 3121 Fairgote Drive l IMPACT RESISTANT Carrollton, Texas 75007 1i-11 0 0 0 1 - Florida P.E. # 51737 - u—U to 0 0 0 ' Professional Engineer seal provided only for FL#16660.15 verification of Wind load construction details. COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY �901T&WASHER VERTICAL TRACK - 2"Nominal For Standard, High & For Low Headroom With 5 DESCRIPTION: /16"X 1 5/8" Lag Boll& 2"O.D. 13 Go Gawonized Steel tested. WOOD JAMB - - 16'2'HT 600,700,:000.800&900SERIES Vertical Lift With 3" Track 3 Irack and Double 7/16"I.D. Flet Washer 3"Nominal 13 Go is also Tne vertical Woad jamb WIND LOAD SECTIONAL DDDR A olid Double End Stiles End Stiles NOTE: Jamb bfacket must be in approved as an alternate. fasteners may be counter sunk �- I-1. 'DESIGN PRESSURE-31.31-349 PSF J ALTERNATE BOTTOM BRACKETS dY°al,`o1...d,'"h the 2x6 ("° surfaceto . Seerlat jamb mounting attachment DRAWIVO ILL W4060"19441&31.35 SHEET.2 OF REV. C NOTE: The bottom bracket tested (shown in DETAIL C) is the lightest bracket NOTE: The flat washer is not regukad details on sheet 3 for attaching '211Srr®n DATE ORH: 4/412014 ORAWH BY. MVS _ available. for angle mount. jambs to the structure. Tlmmq mb�ntR 0C.Pnbkl21114 MODEL(S): See Sheet 3 �— 2 3 4 5 6 _7 8 FASTENER TO CONTINUE F PASTHEADER I MODEL NUMBERS 0 F1 0 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 1 o HT_10&2_10SERIES OPENING 2 X6 GRADE 2 OR BETTER SOUTHERN HT_12&2_12 SERIES HEIGHT o - PINEJAMBS. o 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 64 SERIES CENTER SPACING � HT 70&2_70 SERIES I 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&2_80 SERIES HT 81&2_81 SERIES C HT 82&2_82 SERIES WOOD JAMB ATTACHMENT Minhum Minimum Madmim aewaae HT_90&2_90 SERIES Buldhg fA•^h^�+r^ Eae Carver canmr Te \\ �a••" stricture Fastener Type Embemn t HT 900 SERIES \\ �O v •\ e" D's4mce nCent spaono Load \GENd�r•. MIn.2500 PSI to Tapcon+(PLUS) 2' 2,50' 5.00' 24" 551 4000 PSI Concrete v4•wl 1"OD washer No.51737 Southern Pine 318'Lag wi 1.50' 1.50' 1.50' 24" 620 =* 1 118'OD washer STA7E OF r Spruce Pine Fir 11Be0owa her 1.50" 1.50' 1.50' 24" a6z �0 •!,LORt'PP'(�� -B NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. s/OVAL x`\ E John E Scales, P.E. 3121 F.iraale Drive IMPACT RESISTANT Carrollton, Texas 75007 Florida P.E. # 51737 FL#16660.15 Professional Engineer seal provided only for verification of wind load construction details. f DESCRIPTION: 16''2'FIT fi00.AD SECTIONAL DOOR RIES ® ESIG PRESSURE 13IALDDOR A � 1 1 DESIGN PRESSURE+11.3/-34.9 PSF � ✓ ."_",�L"'`'^P: DRAWING NO_WL-0600-0194-0&31-36 I SHEET:3 BF 3 REV. C Tmsre�n DATEDRN: 41412014 1 DRAWN BY: MVS Mb m cacirieWM n MODEL(S): See Sheet 3