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HomeMy WebLinkAboutProduct Approval i r r ' z? r�+ll uf ME SCIS Home , Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCiS Site Map Links Search ' q�l)I lf, Iy9yf(' I 00 ;,n(Product Approval ;d DPr i z.. USER:Public User Frrnlucl Ap rn�,vat Mrr_n>Pn.,�iycl n-:Apolirntyor_ >Lr-jj„ling 1,0>Application Detail FL* FZs 0-R7 Application Type Rn Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Haas Door Company Address/Phone/Email 320 Sycamore St. Wauseon,OH 43567 (419)337-9900 Ext 243 mschweltzer@haasdoor.com Authorized Signature 'Mark Schweitzer mschweitzer@haasdoor.com Technical Representative Add ress/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. Validation Checklist-Hardcopy Received Certificate of Independence FL 060 IZCOI :ert bf InSl1Zs.pcf 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 &800 Series product only but it does not meet the impact Ft t fi,60 117 AFwa1 e t r7s pd( resistant requirement for windborne debris regions,Glazing Created by Independent Third Party:Yes is not an available option for the 900 Series product. 16660.7 07. HT 600,700,2000,800,&900 HT Series sectional Steel sandwich type garage door 18'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No1G60 117 :IT. `AlindLoad install Suoplcmerit rC FI. 4.nctf Approved for use outside HVHZ:Yes Fi J6660 R�II WLrO6Q0 0118.0&30 3rE s.nd( Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure:+30.0/-33.9 Created.by Independent Third Party:Yes Other: Evaluation Reports ELI_ 0 117 FSE Eva1l1QA.Lt 7s_pdf Created by Independent Third Party:Yes 16660.8 08. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 9'2"wide R2410,C2411,C2415,C2460, R2460,C2461,R2461,C2470, R2470,C2471,R2471,C2472, R2472,C2480,82480,C2481, R2481,.02482,R2482,C2511, R2560,R2561,R2570,82571, 82572,112580,112581,R2582 Limits of Use Installation Instructions Approved for use in HVHZ:No FI]6660_11711 WrndLoad Irl t5 a!I St Iiler n[ rC_FL S,QdF Approved for use outside HVHZ:Yes ri_ii 66 rL_ li WL 2�OS1_0I LC, 75_781-rF sdf Impact Resistant:No Verified By:John E.Scates 51737 Design Pressure:+24.8/-28.0 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 FIA 6660 R7 AE EvalRent r7s.odf requirement for windborne debris regions. Created by Independent Third Party:Yes 16660.9 09. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 9'2"wide R2410,C2411,C2415,C2460, R2460,C2461,R2461,C2470, R2470,C2471,R2471,C2472, R2472,C2480,R2480,C2481, R2481,C2482,R2482,C2511, 112560,112561,112570,112571, R2572,R2580,112S81,112582 Limits of Use Installation Instructions Approved for use in HVHZ:No EL1666IR7 I WindLoa- Install Sunoll ment rC Fl- s.pof Approved for'use outside HVHZ:Yes FL16660 117 11 WL-2000-0110-35-39-rF sj1df Impact Resistant:NoVerified By:John E.Scates 51737 Design Pressure:+35.0/-39 .0 Created by Independent Third.Party:Yes Other: Evaluation Reports ELI , 0 11,7 AE Fvt_r7S.odf Created by Independent Third Party:Yes 16660.10 10.PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 16'2"wide R2410,C2411,C2415,02460, R2460,•C2461,R2461,C2471, R2471,C2472,R2472,C2480, R2480,C2481,112481,C2482, R2482,C2511,R2560,R2561, R2571,R2572,R2580,R2581, 82582 Limits of,Use Installation Instructions Approved for use in HVHZ:No FL16S,6S1 117 11 Wind Load Lisra I Snno nient rC FL_S_llcl_f Approved for use outside HVHZ:Yes Fl-1666Q fJ 11 WL-2c QQ-61Q4-2 4-27L- F s.%if -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 ELI 660.R7 AE FvalRent.r7s.prlf requirement for windborne debris regions, Created by Independent Third Party:Yes 16660.11 11. PAN 02011,C2015,C2410, PAN Series sectional pan type garage do 16'2"wide R2410,C2411,C2415,C2460, R2460,02461,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 fuici6 L7tII Win�1Lo5J 1Install S1lpplepJellt rC F!_ s.rxl( Approved for use outside HVHZ:Yes F1.1.6660 117 it wt .7.QOD 019 1-31�T4 rF s.ncf Impact Resistant Verified By:John E.Scates 51737a •Design Pressure:. 31.3/-34.9 Created.by Independent Third Party:Yes Other: Evaluation Reports 1 2 3 4 5 6 7 1 8 Door Width 16'-Zn Shown NOTE: Track co nfigura tion above the door opening does not 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 .......a-.... Detail H(sheet 2 of 3) S kk 1 E E Jamb Bracket Detail F(sheet 2 of 3) Door Height Slide Lock or Lode Berl T-0"Shown Detail 13(sheet 2 a<3) Manual door locks are See Chart required unless an automatic operator is installed. below for other 60+/_3" door heights 1 542"+!-3" .D 382'"+/_V' D 221"+1-3" Bottom Bracket End Hinges Z 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'"+/-3" c C This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. jJamb ambs.bracket quantities shown are for use with grade 2 or better southern pine \\\\ $�r This product has been evaluated per ANSI/DASMA 115-05 (and -12) for large missile impact and cyclic �� ��•,GE SO , /// wind pressure. ) �. Model Number Supporting structural elements are to be designed by a registered professional �•� j oads. engineer fors specific wind l PAN C2480&R24s08ERFS g p /' No.51737 \r PAN 02410 8 R2410 BERES PAN 02401&R2401 BERffS I Door Total#of Jamb B NOTICE: PAN 02480 A R2480 BEU Hei ht Secticrls r Side PAN 02471&82471 SERFS Height Struts These drawings are a STATE OF / PAN c24ai a P24si sExEs PAN 02472 s 82472 sums PN C2011 SERIESsupplement to the installation PANC24w a R24e2 PN R25W SERIES PN C2015 SERIES 6'-0' 4 4 5 instructions for a standard door 6'-3" 4 4 5 and only covers thosePAN R25 //A` FLORIQ.• Q fr B PAN R2581 SERIES PN 82571 SERIES PN C2415 SERIES SERIES PAN R2561 SERIES PAN C2411 SERIES am 8'�' 4 4 8 standarded door instal ation. If ///;SSIONAL PAN 82582 SERIES PN R2572SERIES PN C2511 SERIES 8'-9° 4 4 6 these specific procedures are ///11111110 Door Widths DesignPressures center Center Center Impact T-D' 4 4 6 not followed, the door may not End Stile 1 74r 5 5 7 perform as designed. John E Scates, P.E. Up To + - Stiles Hinges Stiles Hinges Stiles Hinges Resstant 2560 King Arthur Blvd. Ste 124-54 10'-2' 49.7 -55.5 Single 4 2 3 1 5 2 NO T-9' S 5 7 Lewisville, Texas 75056 12'-2' 41.5 -46.3 Single 5 2 5 2 5 2 NO 8'-D' 5 5 7 R"ACT RESISTANT Florida P.E. # 51737 14'-2' 35.7 -39.8 Single 6 3 5 2 7 3 NO Maximum section height is 21 in. 16'-2" 31.3 34.8 Single 7 3 7 3 7 3 YES Maximum door height is 16 ft. FL#16660.11 Professional Engineer seal provided only for verification of wind load construction details. 18'-2" 24.7 -27.6 Single 7 3 7 3 7 3 NO All doors, even those above the tested height, 20'-2" 20.1 22A Single 9 5 9 5 11 5 NO are available with jamb brackets or commercials DESCRIPTION: 10'-Z" 31.3 -34.9 Sin le 4 2 3 1 5 2 YES full angle. The maximum spacing of the jamb �� rs2"PAN 2aoosPnmswuaowAo A brackets/track clips should be maintained. '"" ('.1„.p:.-p: DRSICN PHE410NALINCO-34.9P8P A 12'-2" 31.3 34.8 Single 6 2 5 2 5 2 YES 14'-2° 1 31.3 1 -34.9 Single 6 1 3 1 5 1 2 17 3 YES 1 RRANM1W W47D00-019431-35 nEEP 1 OF 7 Rat a Digitally signed by John E.Scates P.E. This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the � [s: mgco IMURI: 4/17/14 p mur MVs PSF required for any given site. Date:ZO7 7.O9.Z?15:42:35-05'00 ■m"u m1 r� *enrYr o14 MOOEL(S): Sea Sheet 3 1 2 3 4 5 1 6 1 7 8 1 2 3 4 5 6 7 8 END STILES PUSH NUT 3n TEK SCREW 7/16" 2QW HINGE 1/4" X 3/4" Hex Washer Heod 16 Ga Galvanized Steel See DETAIL K for push nut Galvanized Steel Self Drilling (3 per Bottom Bracket) IF 00 PUSH NUT 7/16 placement. TEK1/4 SCREW BOTTOM BRACKET F See DETAIL K for push nut TEK SCREW Self X 3/4" Hex Washer Headr 13 Ga Galvanized Steel P Selt Drilling (6 per Hinge)placement. 1/4" X 3/4" Hex Washer Head ® AADJUSTABLE TOP FIXTURE Self Drilling (2 per Bracket) NOTE: This screw should H12 Ga Qbe located below the prepunched PUSH y NUT o Q hole and go through the hinge, See DETAIL K for push nut TEK SCREW uu LOW HEADROOM TOP end stile and skin edge. BRACKET placement. 1/4" X 3/4' Hex Washer Head PUSH NUT BOTTOM SEAL Self Drilling (4 per Bracket) 7/16" DETAIL A LOW HEADROOM DETAIL B See DETAIL K for push nut DETAIL C H TOP BRACKET placement. E 23" 3 1/2" x 4" E STRUT 4 INTERMEDIATE STILE 18 Go 50 KSI Minimum 16 Go Galvanized Steel Galvanized Steel ` R JAMB BRACKET \ i" �4 �� 12 Go Galvanized Steel o0a00 I SLIDE LOCK or LOCK BARS o 0 o INTERMEDIATE HINGE 01 0 (not required with operator) 1a O 19 or 14 Ga Galvanized Steel .32 o c TEK SCREW TEK SCREW 1/4" X 3/4" Hex Washer D BOLT & NUT °O° L1 1/4" X 3/4" Hex Washer Head 1/4-20 X 5/8" Carriage Head Self Drilling (4 per p Self Drilling 4 per Hine TEK SCREW / 2 Slide Lock) g ( P 9 ) 1/4" X 3/4' Hex Washer Bolt & 1/4-20 Hex washer DETAIL D DETAIL E Head Self Drilling (2 per DETAIL F Nut (1 Per Jamb Bracket) DETAIL G End & Intermediate Stiles) 0 0 0 0 gap NOTE: Details on some views omitted for clarity. WITH AND WRHDUT BRACE 00 bo ° Double end stiles and end hardware may be O 0 0 0 required on wider or heavier doors. a () o C ao o °00 M s ° � ax�2 um C l.� �!32rr � Floc BRACKET \\`\\\\�II�I11�///y�//i ° v ° DETAIL K ROLLER BOLT RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL There should be a 2" Diameter Nominal 5/16 X 1 5/8" Lag Bolt �,' v �• COMMERCIAL For Standard, High For Standard, High ( p g ). N..51737 For Low Headroom & Vertical Lift & Vertical Lifte space of maximum Eleven Ball Nylon or 4 per Flo Bracket + 1 2" between the roller Ten Ball Steel with i t '*= With 2" Track and With 2" Track and With 3" Track and / BOLT & NUT hub and the outside a Minimum Workable Single End Stiles Single End Stiles Single End Stiles 1/4-20 X 5/8" Track Bolt ,4;' STATE OF :to edge of the roller Shaft Length Shown. & iP + holder pushhinut is set by 14-20 Hex Washer Nut (2 for Horizontal & 2 for the ��/��`� B Vertical Track) ////,S81�N \�\\ B 7�° DETAIL H 0 Min, DOOR SKIN Min, John E Scates, P.E. [FEof 1- Minimal 25 Ga Golvanlzed Pointed Steel of 1" 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. # 51737 ProfessioHEDnal Engineer seal provided only for COMMERCIAL HEAVY DUTY COMMERCIAL°HEAVY DUN Fl#16660.11 verification of wind load construction details, For Standard, High & For Low Headroom With Bot<111.Ell DESCRIPTION: 5/16"X 1 5/8" Lag Bolt& 2"O.D. VERTICAL TRACK — 2"Nominal \MOOD JAMB ® 162"PAN 2M SERMS WIND LOAD Vertical Lift With 3" Track 3" Track and Double 13 Go Galvanized Steel tested. The vertical wood jamb 'E SEC77ONAL DOOR x 7/16"I.D. Flat Washer A and Double End Stiles End Stiles NOTE: Jamb bracket must be in 3" Nominal 13 Ga is also fasteners may be counter sunk '0<-A: DIISION PRIISSURH+31-/-34.9PS1 A ALTERNATE BOTTOM BRACKETS direct contact with the 2x6 (No approved as an alternate. to provide a flat mounting drywall allowed). surface. See jamb attachment LIURIYD L0.:WL21106019431-35 NEF7:2 OF 3 LEY, II NOTE:The bottom bracket tested (shown in AI is the lightest bracket NOTE:The flat washer is not required details to sheet 3 for attaching amon- 4/17/[4 LLYISR REVS available. far angle mount. jambs to the structure. ■a�+N am °9 s cr+sbum+ MQOEL(S). Sea Sheet 3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 FASTEF PASTNEADER ER TO CONTINUE F 0 o 0 E MODEL NUMBERS E MODEL NUMBERS AVAILABLE OPENING 2X 6 GRADE 2 OR BETTER SOUTHERN HEIGHT P INE JAMBS. 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 D PAN C2410&R2410 SERIES PAN C2460&R2460 SERIES FIRST FASTENER 4•to 10• PAN C2461&R2461 SERIES ABOVE THE FLOOR OPENING PAN 02471&R2471 SERIES WIDTH _ PAN C2472&R2472 SERIES PAN C2480&R2480 SERIES WOOD JAMB ATTACHMENT PAN C2481&R2481 SERIES C PAN 02482&R2462 SERIES S u YPe M=m M MhFnum Mmmm m Au9r.de FastenerT ols�s Sl-cft TLcv C PAN ��\11�� PAN R2561 SERIES 4 PSI CASERIES Min.2500 t traew •poon o��wUS)a r 21 2.50° 5.00• 24• 551 `\\\N.... N TFC i Southern Pkre 318•Lag 1.50• 1.60• 1.60• 24• 82D PAN R2571 SERIES 1 11800warsher i 11 No.51737 ; PAN R2572 SERIES sPn,�e Pure w 1 1B o�D a ww 1.50• 7.50• 1.50• 24• 402 = I,t— PAN R2580 SERIES *1 * � PAN R2581 SERIES NOTE:2X8 mounted m the well must be Southern Pine Grade 2 or better. �•p STATE OF ..�4q PAN R2562 SERIES ipO,t` :FlOR1QP'p\?N� B //�Ss ONI;�?>\�\\ 8 John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. # 51737 FL#16660.11 Professional Engineer seal Provided only for verification of wind load construction details. DESCRIPTION: IBTPAN2000SM V/EiDLOAD p SECI70NALDOOR A rr�a',1 _0' 1 DESIGN PAESS17S6+319-34.9PSP A OnNINOILO.:W4200D-0194-31-35 JUMP 3 0P 3 11M E an 010E m: 4/17/14 1 IlYV1Y1R: MVS sibas" INODEL(S): Sea Sheet 3 1 2 3 4 5 6 7 1 8