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HomeMy WebLinkAboutProduct Approval ' ! t 7-77 DZI SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search I f iJ`iC1�3 -NrProduct Approval USER:Public User I F frod-c Ann_rsynl I-0emr>i>r Curt nr Aor.6caEmn Search>Aprjlrnlinn Lisl>Application Detail f � ] ' FL# G�DFL16660-R7 Application Type Revision Code Version 2017 Application Status Approved I Comments Archived Product Manufacturer Haas Door Company Address/Phone/Email 320 Sycamore St. Wauseon,OH 43567 (419)337=9900 Ext 243 mschweitter@haasdo6r.com i i Authorized Signature Mark Schweitzer mschweitzer@haasdoor.com i Technical Representative Address/Phone/Email i Quality Assurance Representative j Address/Phone/Email i Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report-Hardcopy Received i 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 Validation Checklist-Hardcopy Received Certificate of Independence Fl-16660 .R7 COI Cert of Ind Scates2017 s udf I Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2012 j ANSI/DASMA 115 2012 Equivalence of Product Standards Certified By I ' Sections from the Code Product Approval Method Method 1 Option D i F(IG660 R7 A Eyfi�gpt r7s. - Created by Independent Third Party:Yes 16660.12 12. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 187'wide R2410,C2411,C2415,C2460, R2460,C2461,R2461,C2471, R2471,C2472,R2472,C2480, 112480,C2481,R2481,C2482, R2482,C2511,R2560,R2561, R2571,R2572,R2580,R2581, R2582 Limits.of Use Installation Instructions Approved for use in HVHZ:,NO FL lji(60 RLi Wir) L�acl �r1stall Scrnr�lementsC_FL 5_Pdf Approved for use outside HVHZ:Yes F16Ci60 R7 11 WL-2000-0215Z4 27L�-rCi s.ndf Impact Resistant:No Verified By: John E.Scates 51737 Design Pressure: +2-3.9/-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 ELyC3§6DJR7 AE EvalRo)t r7s.nd[ i requirement for windborne debris regions. Created by Independent Third Party: Yes I I 16660.13 13. HT 600,700, 2000,800,&900 HT Series sectional Steel sandwich type garage door 97" Series wide I Limits of Use Installation Instructions Approved for use in HVHZ:No FL16660 R7 II WiridLoad install Suoyieme'nt rC FL s.odf Approved for use outside HVHZ:Yes EL 6660 R7 11 WL-06 0 110-08-4 46-rD s.odf I Impact Resistant:Yes Verified By: John E. Scates 51737 Design Pressure:+41.1/-46.4 Created by Independent Third Party: Yes Other: Evaluation Reports FL16660 R7.AE_Eva1Rggt r7s.Ddf Created by Independent Third Party:Yes j 16660.14 14.HT 600, 700, 2000,800,&900 HT Series sectional Steel sandwich type garage door 97' i Series wide Limits of Use Installation Instructions f Approved for use in HVHZ:No ELI.s660 117 11 WirldLgad I st I SrB�ment rC - s.ricif Approved for use outside HVHZ:Yes F1,160 R7 11 WL-0600-011 -0$-41 46�=rF s.pdf 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 FL1660 R7 AE. -valR L17s.pLif requirement for windborne debris regions.Glazing is not an Created by Independent Third Party:Yes available option for the 900 Series product. i 16660.15 ;) 15. HT 600,700,2000, 800,&900 HT Series sectional Steel sandwich type garage doo Series wide 'Limits of Use Installation Instructions Approved for use in HVHZ:No rL16660 R7 1I WindLoad Install Suoplement rC FL_s.1Lf Approved for use outside HVHZ:Yes FL16660 R7 11 WL-0600-0194-08��SfrD . if Impact Resistant: Verified By:John E, Scates 51737 Design Pressure: +31.3/-34.9 Created by Independent Third Party:Yes Other: Evaluation Reports F116660 R7 AE Eval&gpt r7s.pdf Created by Independent Third Party:Yes i 16660.16 16.HT 600,700,2000, 800,&900 HT Series sectional Steel sandwich type garage door 167' Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No FL16660 R7 11 WirldLoad Install Suoolement rC FL s.pcIf Approved for use outside HVHZ:Yes F416660 R7 11 WL-0600-091 4-08.31-i51_-rF s.odf 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 EL11660 R7 AE EvalRent r7s.g�f 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,R2461,02471, 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 Il ydindLoad InstallSLipjlefnent,rC F� s.ndf Approved for use outside HVHZ:Yes E_UL 060 R7 11 WL--2000-0110,41-46-rD s_ df Impact Resistant:Yes Verified By:John E.Scates 51737 Created by Independent Third Party:Yes 1 2 3 4 5 - -- 6 - 7 8 NOTE: Trackconfiguration above Door Width 16'-2"Shown the door opening does not affect F See chart below for other the wind load rating of the door. F Tap Bracket - _ door Widths /DETAIL A(sheet 2 of 3) Flag Bracket .• ••••••• Detail H(sheet 2of3) 13"' —' SINGLE STEEL END STILE 16 Ga Galvanized Steel EJamb BracketEtail F(sheet 2 of 3) Door Hei ht ide Lock or Lock Bars 8'- r Shown Detail G(sheet 2 of 3)Manual door locks are See chart tA required unless an automatic operator is installed.below for other 66�'+ door heights 5n+/ 3" t D : 382"+/-3" _ D } 9 1 1 '} ° 222'+/ 3" Bottom Bracket End Hinge Strut&Strut Attachment Intermediate Hinge 4"+/-3" Detail C(sheet 2 of 3) Detail B(sheet 2 cf 3). Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) 102'+/-3" C This product hos 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 o registered professional Model Number engineer for specific wind loads. \\\ �,,.. HT 60&2 60SERIES _ Door Total#of Jamb B NOTICE: \ ,'�GEN�F HT 61&2_61 SERIES Total#of Struts \ v i Height Sections per Side These drawings ore a supplement to the installation instructions for , No,51737 HT 63&2_63 SERIES 6'-0" 3 4 5 o standard door and only covers HT 64$2_64 SERIES 6'-0" 4 5 5 those procedures that vary from HT_70&2L70 SERIES HT_10&2 10SERIES 6'-3" 4 5 5 standard door installation. If HT_71&2_71 SERIES HT_12&2-12 SERIES 6'-6" 4 5 6 these specific procedures are not �.p:l S- OF ` followed, the door may not �p • , �� HT_80&2_80 SERIES HT 72&2&2_72 SERIES HT_14&2_14 SERIES 6'-9" 4 5 6 perform as designed. - HT-81&2_81 SERIES HT-73&2_73 SERIES HT-16&216 SERIES 7'-0" 4 5 6Fs• .. a \\ B HT_82&2_82 SERIES HT 744 2 74 SERIES HT_32&2 32 SERIES 7'-3" 4 5 6 // s10NAL \\\ B HT-90&290 SERIES HT 900 SERIES w/o LrrFs HT_33&233 SERIES7'-6" 4 5 6 /��11III I I IIIA\\ Door Widths Design Pressures End Center Center Center Impact T-6" 5 6 6 Digitally signed by John E.Scates P.E. U To + sf Backers Stiles Hinges Stiles Hinges Stiles Hinges Resistant Date:2017.09.29/16:08:13-05'00' John E Scales, P.E. F T-9" 4 5 6 � 2560 King Arthur Blvd. Ste 124-54 10'-2" 49.7 -55.5 Single 2 2 1 1 2 2 NO T-g" 5 6 6 Lewisville, Texas 75056 12'-2" 41.5 116.3 Single 2 2 2 2 2 2 NO W-0" 4 5 6 FACT RESISTANT Florida P.E. ✓{ 51737 14'-2" 35.7 -39.8 Single 3 3 2 2 3 3 NO a,-0" 5 1 6 6 16'-2" 31.3 -34.9 Single 3 3 3 3 3 3 YESFL#16660.15 Professional Engineer seol provided only for 16'-2" 24.7 -27.6 Single 3 3 3 3 3 3 NO Maximum section height is 24 in. verification of wind load construction details. 20'-2" 20.1 -22.4 Single 4 4 4 4 5 5 NO Maximum door height is 16 ft. +.. - DESCRIPTION: 1,z 10'-2" 31.3 -34.9 Sin le 2 2 1 1 2 2 YES All doors, even those above the tested commercial 1 16'2"aT600,700,2000,SOD&9005ERIES A 9 are available with jamb brackets or commercial ■ B WIND LOAD SECTIONAL DOOR A 12'-2" 31.3 -34.9 Single 2 2 2 2 2 2 YES full angle. The maximum spacing of the jamb { DESIGN PRESSURE+31]1-34.9PSF 14'-2" 31.3 -34.9 Single 1 3 3 1 2 1 2 3 3 YES brackets/track clips should be maintained. Flu fS DRAWING N0,:WL-0600-0194-08-31-36 I SHEEP 1 0 3 REV. D This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the ami-"e MGM 4142014 1 DRAWN By. MVS PSF required for any given site. MV ,'Ony"mM14 MODEL(S): SeeSheet3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 PUSH NUT 3 PUSH NUT 7/16- 24r END HINGE WBOTTOM SCREW See See DETAIL K for push nut 14 Go Galvanized Steel See DETAIL K for push nut p " X 3/4" Hex Washer Head F o placement. placement. 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® oTEKSCREW n Self Drilling (6 per Hinge) PUSH NUT elf 0 1/4 X 3/4" Hex Washer Head UO LOW HEADROOM TOP 7/16" Self Drilling (4 per Bracket) PUSH NUTSee D TAIBRACKET 7 16" for push nut See DETAIL K for push nutplacement. DETAIL A DETAIL B pl°cement. DETAIL C SEAL LOW HEADROOM E E 231. TOP BRACKET 3 1/2" x 4" E STRUT 78 Go 50 KSI Minimum INTERMEDIATE HINGE Galvanized Steel 18 or 14 Go Galvanized Steel rr �JAMB BRACKET ° TEK SCREW 12 Go Galvanized Steel SLIDE LOCK or LOCK BARS °® apo X 3/4" Hex Washer Head O o (not required with operator) Self Drilling (4 per Hinge) _ 31. o ° 2 ° TEK SCREW 1/4" X 3/4" Hex Washer D BOLT & NUT Head Self Drilling (4 per NOTE: The location of the TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock) 4" X 3 4" Hex Washer Bolt & 1/4-20 Hex Washer 1 intermediate hinges is / / Nut (1 per Jamb Bracket) DETAIL D indicated by the toggle DETAIL E Head Self Drilling (2 per DETAIL F DETAIL G lock dimples at the top of End & Intermediate Stiles) each section. 0 o a.. 5NOTE: Details on some views omitted for clarity. o WITH AND o WITHOUT BRACE 00 00 °� Double end stiles and end hardware may be 0 0 0 0 0 0 �� required on wider or heavier doors. C o o Maximum 1n ° 1 ° a 1/2" 32 FLAG BRACKET \�\\\\I�)��I///�, DETAIL K ROLLER BOLT \ A ------8 - \\\\d�'••% i-s // RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL COMMERCIAL For Standard, High For Standard, High There should be a 2" Diameter Nominol 5/16 X 1 5/B" Lag Bolt space of maximum (4 per Flag Bracket). ., No.51737 For Low Headroom & Vertical Lift & Vertical Lifte p Eleven Ball Nylon or � With l l lSteel Wt h t 2" between the roller Ten Balt With 2" Track and With 2" Track and With 3" Track and 1 BOLT & NUT hub and the outside a Minimum Workable Single End Stiles Single End Stiles Single End Stiles t a-20 x 5 s" hack Bolt i"0`� STATE OF :yf` edge of the roller Shaft Length Shown. / / ,�f1 holder which is set by & 1/4-20 Hex Washer Nut ��Q �, Q,••a 2 for Horizontal & 2 for // •�', LORI the push nut. " ( / ptC• _ \ B ° DETAIL H Vertical Track) ii1j/sSroNl; \\X s 0 MIn. 1 3/8', t 3/4", 2"& 3" Min. John E Scates, P.E. POLYURETHANE FILLED DOOR SECTION - 2560 King Arthur Blvd. Ste 724-54 p of 7" Minimal 26 Go Galvanized Pointed Steel Steel Skins°I tt" Lewisville, Texas 75056 °a IMPACT RESISTANT Florida P.E. # 51737 ° a° verification of wind load construction details.Professional Engineer seal provided only for FL#16660.15 COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY �Qlv For Standard, High & FOf LOW H@adrOOm Wllh BOLT & WASHER VERTICAL TRACK — 2"Nominal DESCRIPTION: 5/16"X 1 5/e" Lag Bolt& 2"O.D. 13 Ga Galvanized Steel tested. WOOD JAMB 162"HT 600,700,2000,800&9005ERIFS Vertical Lift With 3" Track 3" Track and Double x 7/16" I.D. Flat Washer 3"Nominal 13 Go is also The vertical wood jamb WIND LOAD SECTIONAL DOOR A and Double End Stiles End Stiles NOTE: Jamb bracket must be in approved as an alternate. fasteners may be counter sunk �I pip- direct contact with the 2x6 No to provide a flat mounting �-:� DESIGN PRESSURE+31-V-34.9 PSF A ALTERNATE BOTTOM BRACKETS drywoll allowed). ` surface. See jamb attachment ''_' + DRAWING NIL:WL-0600.0194-M-31.35 SHEET-2 OF REV. D NOTE:The bottom bracket tested (shown in DETAIL 's the lightest bracket NOTE:The flat washer is not required details to sheet 3 for attaching tmh,-- GATE RRN: 4142014 DRAWN OT• MvS available. for angle mount. jambs to the structure. ame,e,aw 4"' m c.nmscu MODEL(S): See Shact3 1 2 3 4 5 6 7 1 8 1 2 3 4 5 6 7 8 FASTENER TO CONTINUE F PASTHEADER F MODEL NUMBERS MODEL NUMBERS AVAILABLE o HT 14&2 14 SERIES HT 16&2_16 SERIES o E HT 32&2_32 SERIES E HT_33&233 SERIES o HT_10&2 10SERIES OPENING 2 X 6 GRADE 2 OR BETTER SOUTHERN HT_12&2_12 SERIES HEIGHT PINEJAMBS. HT 60&2_60 SERIES SEE CHART FOR WOOD JAMB ATTACHMENT _ TO BUILDING STRUCTURE. HT_61&2_61 SERIES o HT 63&2_63 SERIES MAXIMUM ON D CENTER SPACING HT_64&2_64 SERIES HT_70&2_70 SERIES D HT 71 &271 SERIES FIRST FASTENER 4"to 10' ABOVE THE FLOOR HT 72&2_72 SERIES OPENING WIDTH HT 73&273 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 Baadng Mi; m M"b"""M010O=Mmdmnn Auo ble HT-90&2_90 SERIES \ S9Cgp SWcture Fastener Type Embeemom Eego comer on comer rertion \\ %�,.�..: F Dbm�SpacbD SPecea 1-ow HT 900 SERIES `\ �,y�GEN�F•••0 Min.2500 PSI to 4 111+(PLl1S) 2' 2.50° 5.00" 24" 551 No.51737 •� 4000 PSI Concrete 1/4"w/1'OD washer Southern Pine 3/8'Lag w/ i t 1.50' 1.50' 1.50" 24" 620 1 1/8'OD washer Spruce Pine Fir 3/8'Lag w/ 1.50" 1.50' 1.50' 24' 482 �'Op�•• STATE:OF (Vtu\ 1 1/8'OD washer G 11011" "',14 i .e••• LOR�O• � B NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. //�SS1411111110 I)Ni;0 `\♦ B John E Scales, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. # 51737 FL#16660.15 Professional Engineer seal provided only for verification of wind load construction details. DESCRIPTION: 16'2"IIT 600,700,2000,900&.900 SERIES � A a RAID LOAD SECDONAL DOOR�.++:.k" 8 DESIGN PRESSURE+31X-34.9 PW A DMWINa NO,WL-0600-0194-0831.35 I SNEEf•.3 OF 3 1 M. D am sremw DATEDRN: 4/42014 DRAWNRT: MVS eu�ar%mmm MODEL(S): SeeSheet3 1 2 3 4 5 6 7 18 I i MARTIN COUNTY BUILDING DEPARTMENT - ' 900 SE RUIINKE STREET STUART,FL 34994 "• (772)288-5916 (772)288-5911 I GARAGE DOOR DESIGN PRESSURES i TABLE 1609.3.1 WIND SPEED CONVERSIONS",b, 100 110 1 120 130 1 140 i 150 1 160 1 .170 1 180 190 200 V.,d 78 85 93 1 101 1 108 116 124 1 132 139 1 147 1 155 For SL 1 mile per hour=0.44 m/s. a. Linear interpolation is permitted. b. V„r=nominal design wind speed applicable to methods specified in Exceptions I through 5 of Section 1609.1.1. C. V.g,=ultimate design wind speeds determined from Figures 1609A,1609B,or 1609C. TABLE 1609.7(1) NOMINAL(ASD)GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B(PSF)1.2.a.4.5 ULTIMATE DESIGN WIND SPEED(V.J DETERMINED IN ACCORDANCE WITH SECTION 1609.3(MPH-3 SECOND GUST) Width Hei ht '- `�---\ (n) (Hl 100 MPH 110 MPH 120 MPH 130 MPH 140 MPH 150 MPH 160 MPH 170WPAPH 180 MPH 190 MPH 200 MPH iRoof Angle 0-10 degrees 8 8 8.7-9.8 10.5-11.9 125-14.2 14.7-16.6 17.1-19.3 19.6-22.2 22.3-25.2 25.1-285 28.2-31.9 31.4-355 34.8-39.4 10 10 8.4-9.4 102-11A 12.1-13.6 14.2-16.0 16.5-18.5 IBS-2I2 215-242 24.3-27.3 27.3-30.6 30.4-34.1 33.7-37.8 14 14 8.0-8.9 9.7-10.8 11.5-12.8 135-15.0 15.7-17.4 118.0-20.0 205-22.8 23.1-25.7 25.9-28.8 28.9-32.1 32.0-35.6 Roof Angle >10 degrees I 9 7 9.6-10.9 11.4-12.9 13.7-155 16.1-18.2 18.5-20.9 21.3-24.1 24.3-275 27.6-31.2 30.6-34.6 34.2-38.6 38.0-43.0 �I6 7 9.2-10.3 10.9-12.2 13.1-14.6 155-17.2 17.7-19.7 20A-22.7 23.3-26.0 26.4-29.4 29.3-32.6 32.7-365 36.4-40.6 78 MPH 85 MPH 93 MPH 101 MPH 108 MPH 116 MPH 174 MPH 132 MPI} 139 MPH 147 MPH 155 MPH For Sl:1 foot=304.8 mm,l mile per hour=1.609 km/h,I psf=47.88 N/ma. Nominal Design Wind Speed(vasd)converted from Ultimate Design Wind Speed per Section 1609.3.1 1.For effective areas or wind speeds between those given above the load may be interpolated,otherwise use the load associated with the lower effective area 2.Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in Table 1609.7(2) 3.Plus and minus signs signify pressures acting toward and away from the building surfaces. 4.Negative pressures assume door has 2 feet of width in building's end zone. 5.Table values include the 0.6 load reduction factor. i I TABLE-1609.7(2)ADJUSTMENT FACTOR FOR BUILDING R612.4.1 Garage door labeling.. Garage doors shall be. HEIGHT AND EXPOSURE,(i1) labeled with a permanent IabeI provided by the garage EXPOSURE door manufacturer. The label shall identify the garage MEAN ROOF HEIGHT(teat) g g B C a door manufacturer,the garage door model/series number, l5 1.00 1.21 1.47 the positive and negative design pressurerating, indicate 20,! 1.00 1.29 1::35 impact rated if applicable, the installation instruction 25 1.00 1.35 1.61 drawing reference number, the Florida Product Approval or Miami-Dade Product Approval number if applicable, 30 1.00 1.40 1:66 and the applicable test standards.The required garage door 35 .1.05 1.45 1.70 components for an approved garage door assembly may be 40 1.09 1.49 ; 1.74 indicated using a checklist form on the label.If a checklist format is used on the label,the door installer or the garage 45 1.12 1.53 1.78 door manufacturer shall mark the selected components on SO 1.16 1.56 1.81 the checklist that are required to assemble an approved 55 1.19 1.59 1.84 garage door system. The installation instructions shall be 60 1.22 1.62 1.87 provided and available on the job site. FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014)