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Home My WebLink AboutProduct Approval "} ff$j�f �-3y��i. G, SCIS Home Log In User Registration Hol Topics Submit Surcharge Stats!&Facts Publications FOC Staff BCTS Site Map Unks Search . bO Product Approval USER:Public User F an AI,=yau ad->f"a4t J AI) Laa 4aarch>Qp fi:3 i >Application Detail 71 ^ —t- FL FL16660-R7 Application.Type Revision Code Version 2017 RECEIVE® Application Status Approved JAN ® 9 2020 Comments Archived ST. Lucie County, Permitting 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 -1 Validation Checklist-Hardcopy Received Certificate of Independence16 r+ 7 Of Cwt of Ind Scates7.017 5. 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 EU,G6o0 R7 AE_EvaiRent r7s.od€ Created by Independent Third Party:Yes 16660.12 12.PAN C2011,C2015,02410, 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, 112482,C2511,112560,112561, R2571,82572,82580,R2581, 112582 Limits of Use Installation Instructions Approved for use in HVHZ:NotlylCi64 117. I Nt' 1 � t all rp ��r�7_ {ldf Approved for use outside HVHZ:Yes Ej-j 60_,117 II Vt•-2010-021S-24.27L-rG s.ndf 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 avaliable,option for all the Pan Series Evaluation Reports product listed but it does not meet the impact resistant F1.16GG0 R7 AE: Sva;Rept r7s.pdi requirement for windborne debris regions. Created by Independent Third Party:Yes - 16660.13 F13HT 600,700,2000,800,&900 HT Series sectional Steel sandwich type garage door 97' es wide Limits of Use Installation Instructions Approved for use in HVHZ:No Ft, (,,660 R7 Il WingLoad_Instal!_53r tteitt rC Fl. s.r Approved for use outside HVHZ:Yes ELLk G 17 IIL-M&3MQ-W- 8-41•n -r lI i5 f Impact Resistant:Yes Verified By: John E.Scates 51737 Design Pressure: +41,1/-46.4 Created by Independent Third Party:Yes Other: Evaluation Reports F 106 R7 AE Evat�tl r7s.pdr 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 FI-16660 R7 It Windt'id nctall $r-nlnierrrt.+is r FS� l Approved for use outside HVHZ:Yes ELtIi{, 117 if�V'-tom JC,Of1-0 t10-08-4 1 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 EL-_1EA60 f27 M EvGilRgnt r7s p{tf 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 Seriessectional Steel sandwich type garage doo Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No 129T Approved for use outside HVHZ:Yes [l 1660 R7 II.VJL-060 -0194-08-31-35- D s.r)(i.f Impact Resistant Verified By:John E.Scates 51737 Design Pressure: +31.3/-34. Created by Independent Third Party:Yes Other: Evaluation Reports FL1665G ' AE�Evv i, )t:r7s.ndf Created by Independent Third Party:Yes 16660.16 rries HT 600,700,2000,800,&900 HT Series sectional Steel sandwich type garage door 16'2" wide Limits of Use Installation Instructions Approved for use in HVHZ:No FL166GO R7 If Wi6dl-oad Install Su'lem�nt rG Fl s.pdf Approved for use outside HVHZ:Yes FI t060 17 1! W,_4Q(i31G 01941- St-r�: S,pClf 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 ELI�660 R7 AE fvplRg r75.1,df 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,C7-411,C2415,C2460, R2460,C2461,R2461,C2471, R2471,C2472,R2472,C2480, R2480,C2481,112481,C2482, 112462,C2511,112560,112561, 112571,112572,112580,112581, 112582 Limits of Use Installation Instructions• Approved for use in HVHZ:No F 1 660 R7 1�lNr�liLQad insl�lf Super enten�r t s,)i cif Approved for use outside HVHZ:Yes rR166660 R7 lI WL-7,200.0110.41-9Ci-rl df 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 16'-2"Shown NOTE: Track configuration above the door opening doesnot 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) Flag Bracket .• ----- _---- Detail H(sheet 2of3) o0 00 SINGLE STEEL END STILE 16 Ga Galvanized Steel ' EE Jamb Bracket Detail F(sheet 2 of 3) Door Hei ht Slide Lock or Lock Bars 9 Detail G(sheet 2 of 3) 8'-0"Shown Manual door locks are See chart .a. r a� operator reuired unless stall automatic below for other 662'+/-3" door heights 542'+/-3" D 382'+/-3" D 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' C This product has been evaluated per ANSI/DASMA 108-05 (and —12) for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine C This product has been evaluated per ANSI/DASMA 115-05 (and —12) for large missile impact and cyclic wind jambs. pressure. Supporting structural elements are to be designed by a registered professional \\\ $ Model Number engineer for specific wind loods. \�\ RC1�,,...��,�1, /jam HT_60&2_60 SERIES Door Total#of Total#of Struts Jamb Bdkts NOTICE: drawings are a supplement �� HT_61&2_61 SERIES Hei ht Sections per Side 9 pp to the installation instructions for No.51737 HT J3&2_63 SERIES 6'-0" 3 4 5 a stondard door and onlycovers HT 64&2_64 SERIES 6'-0" 4 5 5 those procedures that vary from f HT_708,2 70SERIES HT-10&2 10SERIES 6'-3" 4 5 5 standard door installation. Ifthese specific procedures are not ,i,0, STATE OF 1 - HT_71&2_71 SERIES HT 12&2 12 SERIES 6'-6" 4 5 6 . �� followed, the door may not. �p 4 HT_80&2_80 SERIES HT_72&2_72 SERIES HT_14&2_14 SERIES 6'-9" 4 5 6 perform as designed. /��'•��ORtVO%•d�?�� B HT_82&2_82 SERIES HT_74&2_74 SERIES HT_32&2_32 SERIES T-3" 4 5 6SSIONA�� B HT_90&2_90 SERIES HT 900 SERIES W/O LI ES HT_33&233 SERIES 7'-6" 4 5 6 111111 Door Widths Desi n Pressures End Center Center Center Impact T-8" 5 6 6 Digitally signed by�John.E.Scates P.E. John E Scutes, P.E. Up To +Psf -psf Backers Stiles Hin es Stiles Hinges Stiles I Hin es Resistant T-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 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 16'-2" 31.3 -34.9 Single 3 3 3 3 3 3 YES FL#16660.15 Professional Engineer seal 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. ,.A. DESCRIPTION: 20'-2" 20.1 -22.4 Single 4 4 4 4 5 5 NO :._ .. All doors, even those above the tested height, 16'2"HT 600,700,2000,8008.900 SERIES 10'-2" 31.3 -34.9 Single 2 2 1 1 2 2 YES are available with jamb brackets or commercial �� WINDLOADSECr1ONALDOOR A A 12'-2" 31.3 -34.9 Single 2 2 2 2 2 2 YES full angle. The maximum spacing of the jamb �' ,4 DESIGN PRESSURE 431.3/-34.9 PSF 1 31.3 1 -34.9 1 Single 1 3 3 2 2 3 1 3 YES brackets/track clips should be maintained. BRAuneseo.:WL-0600-0194-05-31.35 SBEEr:t OF 7 1 REV. D This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the 0ATE0RN: 4/42014 0PAW7BY: MVS ate,,oN"4ascr PSF required for any given Site. Q,ce"WH2E14 MODEL(S): See Sheet 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 PUSH NUT PUSH NUT 311 7/16' 24 END HINGE TEK SCREW See See DETAIL K for push nut 14 Go Galvanized Steel 1/4" X 3/4" Hex Washer Head a See DETAIL K for push nut placement. Self Drilling 3 per Bottom Bracket F placement. g ( ) F ADJUSTABLE TOP FIXTURE TEK SCREW ° BOTTOM BRACKET 12 Co 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 Self Drilling (6 per Hinge) 1/4" X 3/4" Hex Washer Head g PUSH NUT Self Drilling4 per Bracket U LOW HEADROOM TOP ® PUSH NUT 7/16 ( ) BRACKET See DETAIL K for push nut 7/16" placement. See DETAIL K for push nut LOW HEADROOM DETAIL A DETAIL B placement. DETAIL C BOTTOM SEAL E 2311 TOP BRACKET 3 1/2" x 4" E STRUT E 4 18 Go 50 KSI Minimum - INTERMEDIATE HINGE Galvanized Steel 18 or 14 Go Galvanized Steel X4`7JAMB BRACKET TEK SCREW 12 Go Galvanized Steel SLIDE LOCK or LOCK BARS °®° 1/4" X 3/4" Hex Washer Head (not required with operator) Self Drilling (4 per Hinge) 3111 ° O- o 2 ° -TEK SCREW 1/4" X 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 Sllde Lock) intermediate hinges is 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer DETAIL D indicated 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. o° °°° NOTE: Details on some views omitted for clarity. wlrH AND to WITHOUT BRACE 0° 00 ° Double end stiles and end hardware may be 00 required on wider or heavier doors. 0c Maximum 31° O FLAG BRACKET C e 1�ZDETAIL K ZROLLER BOLT NTF /''/. RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL COMMERCIAL For Standard, High For Standard, High There should be a 2" Diameter Nominal 5/16 X 1 5/8" Log Bolt �•� i For Low Headroom & Vertical Lift & Vertical Lifte space of maximum Eleven Ball Nylon or (4 per Flag Bracket). _� NO.51737 With 2" Track and With 2" Track and With 3" Track and 1/2" between the roller Ten Boll Steel with hub and the outside a Minimum Workable BOLT & NUT * ./ ` Single End Stiles Single End Stiles Single End Stiles �p� 4-20 X 5 8" Track Bolt \� STATE Or- edge , ` of the roller Shaft Length Shown. / / & 1 4-20 H'ex Washer Nut �� ., holder which is set by / //�A •-AlORftO `2�\ the push nut. Vert cal T(2 for rack) Horizontal & 2 for ///�/�`ss'ONAL� B B ° DETAIL H ° 1 3/8", 1 3/4",2"& 3" John E Scales, P.E. Min. POLYURETHANE FILLED DOOR SECTION Min. 2560 King Arthur Blvd. Ste 124-54 EL °f 1 Minimal 26 Ga Galvanized Painted Steel Skins of 1" Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. / 51737 ° ° FL#16660.15 Professional Engneer seal provided only for COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY verification of wind load construction details. For Standard, High & For Low Headroom With BOLT&WASHER VERTICAL TRACK — 2" Nominal DESCRIPTION.5/16"x 7 5/8' Lag Bolt & 2' O.D. 13 Ca Galvanized Steel tested. WOOD JAMB '�, L �, I6'2"HT 600,700,2000,800&900 SERIES Vertical Lift With 3'� Track 3" Track and Double x 7/16"I.D. Flat Washer 3"Nominal 13 Ga is also The vertical wood jamb �� VIND LOADSECTIONAL DOOR A and Double End Stiles End Stiles NOTE: Jamb bracket must he in approved as on alternate. fasteners may be counter sunk R 0 DESIGN PRESSURE+31.3/-34.9PSF A ALTERNATE BOTTOM BRACKETS dywall`010We`d)w'ih the 2x6 `"° surfto ace. SeeSeeflat jamboattachment ORAWINON0.:WL0000-0194-08-31-35 SHEEr.20F3 REV. D NOTE:The bottom bracket tested shown in .A g NOTE:The flat washer is net required details on sheet 3 for attaching GATE ORN: 4/42014 ORAYJN BY: r(VS ( p�T�C) is the li htest bracket for angle mount. jambs to the structure. au eFinaa available. 9 1 da CW oat 433.7 14 maopPNm zm4 MOREL(S): See Sbeet 3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 FASTENER TO CONTINUE F PAST HEADER F MODEL NUMBERS MODEL NUMBERS AVAILABLE o HT-14&2 14SERIES HT 16&2_16 SERIES E HT-32&2_32 SERIES E HT 33&2_33 SERIESo 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&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&2_80 SERIES HT_81&2_81 SERIES C HT_82&2_82 SERIES C WOOD JAMB ATTACHMENT HT 90&2_90 SERIES Building Mlnknum Minimum Minknum Maximum Allowable — \\ 5- sqr Structure Fastener Type Em.erd Faye cemaroncaner Tension HT 900 SERIES �� ....... EN •�AA �I Dtstarre an spacing Load `\ �'0' r' dF • i Min.2500 PSI to Ta on+(PLUS ` 4000 PSI Concrete 1/4"w 1"OD washer 2' 2.50" 5.00' 24" 551 = f� •e, No.51737 •' Southern Pine 3/8"Lag w/ 1.50" 1.50" 1.50' 24' 620 1 1/8"00 washer STATE OF .14— Spruce 4— Spruce Pine Fir 0,:FlOR10t"/e1%1 w . . . B NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. /Ij;Ss1ON{►L�a��`\ B 4/1111110 John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Rorido P.E. # 51737 FL#16660.15 Professional Engineer seal provided only for verification of wind load construction details. DESCRIPTION: 16'2"HT 600,700,2000,800&900 SERIES .� WIND LOAD SEMONAL DOOR A A 1 DESIGN PRESSURE+31.3/-34.9 PSF DRAWING NO.:WL-0600-0194-08-31-35 SHEET:3 OF 3 1 REV. D aZp ercmore DATE On: 4/42014 I DRAWN BY. MVS Wscc%"M 2014 MODEL(S): See Sheet 3 1 2 3 4 5 6 7 8