The URL can be used to link to this page

Home My WebLink AboutProduct Approval woll SCIS Home Log In User Registration Hot Topic Submit Surcharge Stats R Facts Publications FBC Stat SCIS Site Map ' Links Search 1 a Product Approval �,' USER:Public User V17 fg >A_n.-+i!,•.n+ , ,<1>Application Detail -' til•;i•�_a�;L,_: FL FL16660-R7 Application Type Revon R p 1 Code Version 2017 Application Status Approved sT 44/ R r ��0 Comments C O4nt`y Archived pe7-/27 9 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 mschweltzer@haasdoor.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email >it- Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IL jo Evaluation Report-Hardcopy Received IL N 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 v Validation Checklist-Hardcopy Received Certificate of Independence SGGC+O R7 CL?i CcLt of lnd Scatg52.017 ti.p¢f Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2012 ANSI/DASMA 11S 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option,D 1 2 3 4 5 6 7 8 Door Width 161-2"Shown NOTE: Track configuration 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 .. ••... -•••• Detail H(sheet 2of3) 0 as E E re a Jamb Bracket Detail F(sheet 2 of 3) Door Height Slide Lock or Lock Bars 7'-0"Shown Detail G(sheet 2 of 3) Manuel door locks are See Chart required unless on automatic '1' 'e' 'e operator is installed. below for other 662'+/_3" door heights , - 54�'+1-3" D I C 382"'+/-3" D e i e e e 222"+/_3" Bottom Bracket End Hinges Strut 8: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 \\�� s/� This product has been evaluated per ANSI/DASMA 115-05 (and —12) for large missile impact and cyclic C4 //// \ �"�' / wind pressure. \\ �• vGBNd'•.8 // Supporting structural elements are to be designed by a registered professional Model Number engineer for specific wind loads. PAN C2460 8 R2460 SERIES _� No.51737 PAN C2410 8 R2410 SERIES PAN C2461 8 R2461 SERIES r * F Door Total tf of Jamb Brkts NOTICE: PAN C24808 82480 SERIESPAN C2471 8 82471 SERIES Total Of Struts s Height Sections These drawin are a erSide g i o. gTATEOF PAN C24818 R2481 SERIES PAN C24728 R2472SERIES PAN C2011 SERIES supplement to the installation j �� • � PAN C24828 R2482 SERIES PAN 82560 SERIES PAN C2015 SERIES 6'-0" 4 4 5 pO �••\�\� instructions fora standard door � 6'-3" 4 4 5 and only covers those C�'� OR`0% Q \ PAN 82580 SERIES PAN 82561 SERIES PAN C2411 SERIES \\ B 6'-6" 4 4 6 procedures that vary ti o.. PAN 82581 SERIES PAN 82571 SERIES PAN C2415 SERIES standard door installation. If l3 PAN R2582 SERIES PAN 82572 SERIES PAN C2511 SERIES 6'-9" 4 4 6 these specific procedures are Door Widths Design Pressures Center Center Center 7'-0" 4 4 6 not followed, the door may not 11111 End Stile Impact perform as designed. John E Scales, P.E. Up To +psf -psf Stiles Hinges Stiles Hinges Stiles Hinges Resistant 7'-6" 5 5 7 P g" 2560 Icing Arthur Blvd. Ste 124-54 10'-2" 49.7 -55.5 Single 4 2 3 1 5 2 NO 7'-9" 5 5 7 Lewisville, Texas 75056 12'-2" 41.5 -46.3 Single 5 2 5 2 5 2 NO 8'-0" 5 1 5 7 IMPACT 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 -34.9 Single 7 3 7 3 7 3 YES Maximum door height is 16 ft. FL#16660.11 Professional Engineer seal provided only for 18'-2" 24.7 -27.6 Single 7 3 7 3 7 3 NO All doors, even those above the tested height, verification of wind load construction details. 20'-2" 20.1 -22.4 Single 9 5 9 5 11 5 NO are available with jamb brackets or commercial DESCRIPTION: full angle. The maximum spacing of the jamb 16'2"PAN 2000 SERIES WIND LOAD 10'-2" 31.3 34.9 Single 4 2 3 1 5 2 YES g 9 1 SEMONAL DOOR A A brackets/track clips should be maintained. 1 1 '1 DESIGN PRESSURE.31.31-34.9 PSF 12'-2" 31.3 -34.9 Single 5 2 5 2 5 2 YES 14'-2" 31.3 -34.9 Single 6 3 5 2 7 3 1 YESDigitally signed by John E.Scates P.E. ORAWINRNOa WL-2000-0194-31-35 SHErn I OF 3 REV. E This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the azr rFv� RATE RRx: 4n7na oRAWx ev: AlvS PSF required for any given site. Date:2017.09.29 15:42:35-05'010' oc nee eun r� ®c9mhnau MODEL(S): See Sheet 3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 PUSH NUT TEK SCREW END STILES 7/16" 2 .4END HINGE 1/4" X 3/4" Hex Washer Head 16 Go Galvanized Steel See DETAIL K for push nut 14 Go Galvanized Steel Self Drilling (3 per Bottom Bracket) IF Oa PUSH NUT placement. ° 7/16' T/4" XEK C3/4" Hex Washer Head BOTTOM BRACKET EW F See DETAIL K for push nut TEK SCREW o®e 13 Go Golvonized Steel placement. 1/4" X 3/4" Hex Washer Head Self Drilling (6 per Hinge) Self Drilling (2 per Bracket) NOTE: This screw should 12 OTABLE TOP FIXTURE �j o ® be located below the prepunched PUSH NUT ° Q LOW HEADROOM TOP hole and go through the hinge, See DETAIL K for push nut TEK SCREW BRACKET end stile and skin edge. placement. 1/4" X 3/4" Hex Washer Head Self Drilling (4 per Bracket) PUSH NUT BOTTOM SEAL 7/16" DETAIL A LOW HEADROOM DETAIL B See DETAIL K for push nut DETAIL C E TOP BRACKET placement. E 2�" 3 1/2" x 4" E STRUT INTERMEDIATE STILE 18 Go 50 KSI Minimum 16 Go Galvanized Steel Galvanized Steel 4"7 JAMB JAMB BRACKET ° 12 Ga Galvanized Steel apa®a SLIDE LOCK or LOCK BARS °®° not required with o erctor INTERMEDIATE 14 GATE HINGE 0 1 0 0 R P ) 18 or 14 Ga Galvanized Steel 32° 0 0 ° TEK SCREW TEK SCREW '- BOLT & NUT 1/4" X 3/4" Hey Washer 1/4" X 3/4" Hex Washer Head aoa Head Self Drilling (4 per D / / TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock) 'Self Drilling (4 per Hinge) 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer DETAIL D DETAIL E Head Self Drilling (2 per DETAIL F Nat (1 Per Jamb Bracket) DETAIL G End & Intermediate Stiles) T NOTE: Details on some views omitted for clarity. WITH AND °� WITHOUT BRACE 00 00 Double end Stiles and end hardware may be required on wider or heavier doors. 00 00 0 aC ° o o o Maximum _ L_ _L1..1/2" 32FLAG BRACKETCRESIDENTIAL & LIGHT COMMRCIAL COMMERCIAL DETAIL K ROLLERBOLT � Q��GNS. �TCOMMERCIAL For Standard, High For Standard, High There should be a 2" Diameter Nominal5/16 X 1 5/8" LagBolts ace of maximum (4 per Flog Bracket). NO.51737For Low Headroom & Vertical Lift & Vertical Lifte P Eleven Ball Nylon orWith 2" Track and With 2" Track and With 3" Track and 1/2" between the roller Ten Ball Steel withSingle End Stiles Single End Stiles Single End Stiles hub and the outside a Minimum WorkableOLT & NUT �4-20 X 5 8" Track Bolt ;.O. STATE OFedge of the roller Shaft Length Shown. /1 4-20 Hex Washer Nutholder which is set by /the push nut. for Horizontal & 2 for B ° DETAIL H Vertical Track) ��is�°Nin1`�\�� B a Min. DOOR SKIN Mi, John E Scales, P.E. of 1 - Minimal 25 Go Galvanized Painted Steel of 1- 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 ° W-c IMPACT RESISTANT Florida P.E. # 51737 ° 4 FL#16660.11 professional Engineer 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 TION: VERTICAL TRACK -to Nominal WOOD JAMB 5/16"X 1 5/8"Lag Boll &2"O.D. 9;R0 16'2"PASECTI SERIESNALD OR LOAD Vertical Lift With 3" Track 3" Track and Double x7/16•I.D.Flat washer 13 Ga Galvanized Steel tested. The vertical wood jamb SECTIONAL DDDRA and Double End Stiles End $tiles NOTE: Jamb bracket must be in 3 Nominal 13 Ga is also fasteners may he counter sunk DESIGN PRESSURE+313/-34.9 PSFA ALTERNATE BOTTOM BRACKETS direct callowe with the 2x6 (No aPProved as an alternate. to provide a flat mountingdrywallallowed). surface. See jamb attachmentR:W42000-0194]!-35NOTE: The bottom bracket tested (shown in DETAIL C) is the lightest bracket NOTE:The flat washer is nal required details on sheet 3 for attaching 4/17/14 BRAWNBY: NIVS available. lar angle mount. jambs to the structure. ): SeaShOe[3 1 1 2 3 1 4 5 6 1 7 1 8 1 2 3 4 1 5 6 7 8 FASTENER TO CONTINUE F PAST HEADER F E MODEL NUMBERS E MODEL NUMBERS AVAILABLE OPENING HEIGHT �2X6GRADE20RBETrERSOUTHERN—//—,�— PAN C2011 SERIES PWOOD JAAMM SEE CHART FOR WOOD B ATTACHMENT PAN C2015 SERIES TO BUILDING STRUCTURE. PAN C2411 SERIES PAN C2415 SERIES MAXIMUM ON D PAN C2511 SERIES CENTER SPACING D o PAN C2410&R2410 SERIES PAN C2460&R2460 SERIES FIRST FASTENER 4"to 10" PAN C2461 &R2461 SERIES ABOVE THE FLOOR OPENING PAN C2471 &R2471 SERIES WIDTH PAN C2472&R2472 SERIES PAN C2480&R2480 SERIES WOOD JAMB ATTACHMENT PAN C2481 &R2481 SERIES C PAN C2482&R2482 SERIES strucWrge ype Emb d�"ra MEdge Mmlmvm MaC.—u. T..W C Fastener TYPO ECR. Cemcr on IN Tenant Distance a�"InR BPm:InR � PAN R256PAN O SERIES 4SERIES 000PSIOConclrete 1/4aw I"wn DPwasler 2• 2.50° 5.00" 24" 551 3/8°la *IN �O.v�GENdF•. Southern Pine g w/ 1.50" 1.50° 1.50' 24" 620 PAN R2571 SERIES 11/8"OD washer No.51737 PAN R2572 SERIES Spruce Pine Fir ,1 88.'...he, 1.50" 1.50" 1.50• 24° 4e2 * Is PAN R2580 SERIES =* PAN R2581 SERIES NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. B PAN R2582 SERIES ,/pO//VSs/ONAL�O?\` B �/1111111\\ John E Scotes. 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: � I6'2"PAN 2000 SERBS WNiD IAAD SECTIONAL DOOR A .I O S DESIONPRESSIUREi31.3/-34.9PSF A DRAWING N6:WL2000-0194-31-35 I SHEET:3 OF 3 REV. E iL 6Rvme GATE GRN: 4117/14 DRAWN BT: nIVS m ca 2111 MODEL(S): S.Sheet 3 1 2 3 4 5 6 7 8 &800 Series product only but it does not meet the impactrL1.6660 R7 A vaiCap 7 c pelf 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 187" Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No -fit ifs R7 ii MIdfLoad Instill 5ui7nim en rC r-1. s.n(if Approved for use outside HVHZ:Yes X16660 R7 Ii WL-0600.0218-08-30-aj-rE s.pdf Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure:+30.0/-33.9 Created by Independent Third Party:Yes Other: Evaluation Reports F116660 R7 AE EvalRept r7s.Ddf Created by Independent Third Party:Yes 16660.8 08.PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 97'wide R2410,C2411,C2415,C2460, R2460,C2461,R2461,C2470, R2470,C2471,R2471,C2472, R2472,C2480,R2480,C2481, R2481,C2482,R2482,C2511, R2560,82561,R2570,82571, 82572,112580,112581,112582 Limits of Use Installation Instructions Approved for use in HVHZ:No FI-16660 117 it Windt- a 1�In ill uDo1prrip `rC FL s,n�tF Approved for use outside HVHZ:Yes FL16660 R7 11 WI--)000-0110-2S•28L-rF s.pdf 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 F1,16660 R7 AE FValRept 0f 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 97"wide R2410,C2411,C2415,C2460, R2460,C2461,R2461,C2470, R2470,C2471,R2471,C2472, R2472,C2480,R2480,C2481, R2481,C2482,R2482,C2511, 112560,112561,112570,R2571, 82572,112580,112581,112582 Limits of Use Installation Instructions Approved for use in HVHZ:No FL16660 R7 11 WindLoad install 54ipplement rC FL s.ndf Approved for use outside HVHZ:Yes FL16660 R7 11 WL-2000-0110-35-39-rF- S-od Impact Resistant:No Verified By:John E.Scates 51737 Design'Pressure: +35.0/-39.0 Created by Independent Third Party:Yes Other: Evaluation Reports EI-16660 R7 AE EvalRel2t r7s.ndf Created by independent Third Party:Yes 16660.10 10.PAN C2011,02015,C2410, PAN Series sectional pan type garage door 16'2"wide R2410,C2411,C2415,C2460, R2460,C2461,R2461,C2471, R2471,C2472,R2472,C2480, R2480,C2481,R2481,C2482, 112482,C2511,112560,112561, 112571,112572,112580,R2581, 82582 Limits of Use Installation Instructions Approved for use in HVHZ:No FL16660 R7 11 WindLoad instaL Sonnhoment rC FI.- .n 11' Approved for use outside HVHZ:Yes F06660 R7 11 1Nl.-2090.0194-24-271:L s.ptlf 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 F_16L-0--R7_--FF-LvjRK,pt r7s.o�lf requirement for windborne debris regions. Created by independent Third Party:Yes 16660.11 11.PAN C2011,C2015,C2410, PAN Series sectional pan type garage do 16'2"wide R2410,C2411,C2415,C2460, R2460,C2461,R2461,C2471, 82471,C2472,R2472,C2480, R2480,C2481,R2481,C2482, 112482,C2511,112560,112561, 112571,112572,112580,112581, R2582 Limits of Use Installation Instructions Approved for use in HVHZ:No FI.16660 R7 11 Windl-oad Install Supplement rC FI- s,[)d Approved for use outside HVHZ:Yes '1.16660 R7 It WL-2000-0194-31�-35-rE S.ndf Impact Resistant: Verified By:John E.Scates 51737 Design Pressure: 31.3/-34.9 Created by Independent Third Party:Yes Other: Evaluation Reports