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Home My WebLink AboutPRODUCT APPROVAL STRUCTURAL EXTERIOR DOOR ASSEMBLIES :13 BUS H=n ! Lcg In User RearimtFcn- ' HO'Tc;ks Subm115urcharCe Stars 0 Facts f Jbiftz 0n5 i Cantna U,s eCls sim m;O 6 tints �5earch d.• bProduct Approval' USER:Pbblic User - , ar AP Scarch%t+apliu+tfoh LSt>APPilcatton 6etnii - FL FL166S0-R7 Application Type. Revision_ `Code Version 2020 Application Status Approved .Comments - Archived A Product(•tanufacturer Naas Door Company C Address/Phone/Email 32D Sycamore St. ^ „ Wauseon.OH 43567 (419)337-9000„ Ext 243 mschweitzer,q�hasst noncom Authorized Signature Mark Schweitzer mschweltzerC haasdoor,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance f•tethod Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report.•Hardcopy Received Florida Engineer or,Architect Name who•developed the Jahn E.Scates , Evaluation Report F.Iorida License Pe"-51737 Quality Assurance Entity Architectural Testing,:Inc,;`an Intertek Company Quality Assurance Contract Expiration Rate t2/31/2023 Validated By Kurt Dietrich PE Validation Checklist-Hardcopy Received Certificate of Independence' FI,16650 R7 (-Ol Cer[-of ind Scates s,pdf Referenced Standard and Year(of Standard) Standard Year ANSI/DAShIA 103 2017 ANSIJDASMA'108 2012 ANSIJDASMA 113, 2017 ANSI%DASMA IIS' 2012 TAS 201. �994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code S 1 R2571,R2572,"R2580,R2581, ( IR2582 t Limits of Use Installation Instructions Approved for use in HVHZ:No F1.16650 0 11 `lJL-2000-0 04-08.25.28L-RevCl_s,Ddf Approved for use outside HVHZ:Yes Verified By: John E.States 51737 !( Impact Resistant:No I I Created by Independent Third Party:Yes Design Pressure:+24.6/-27,6 Evaluation Reports other:Glazing is an available option for all PAN Series Fl I66S0 R7 AF EvalRep PAN s p�f products Iisted but it does not rleet the Impact resistant Created by independent Third Party:Yes requirement for tvindborne debris regions .16650.20 t 20.PAN C20211,C2015,C2410, rPAN Series sectional pan type garage door 167 Lade R2410 C7 411 C2415,C2460, 1 f !R2,160,C7.461,R2461,C2471, i R2471,C2472,R2472,C248D, R7460,C2481,R2481,C2482, 3 R2482,C2511,R2560,112561, } R2571,R2572,R2580,R2581, j j IR2582 _------ �Limits of Use Installation Instructions Approved-for use in HVHZ:No FL16650 R7 1I WL-2000-0194-31-35-RevH_smdi: Approved.for use outside HVHZ:Yes Verified By.John E.Scates S1737 i Impact Resistant:Yes Created by lndependentThird Party:Yes i 1( Design Pressure:+31.3/-34.9 Evaluation Reports j Other: i F!1665() R7 AF Fv-nlRPptPAN 5,pef 3 { ! Created by Tndependent Third Party:Yes Go to Page 0 Page 112 0 4 0 O cor—t Us::ZGpl ala`•r Stanc Reps,l?rt +•1�_e Ft 723�4:Phre.r sSn.4-F7.1R74 7C2 Siate pr Flondo Is an WlieO m0ayc:£c!O;"t 2007- 012 Sir"t'rlr-ica ::Rr".-;ar:.G,F1Ghj n:::Arn>:cMIN-v t;ndamm ::R11ur¢1-Sc.:enrr.: Und-2r Florida law,anal)addresses arr,public rrcc-ds.2f yea do not want year rmaa address released in res.nnse to a pilr a-records request,do nct Fcnd clectrore mall to Leis entity,Inatrad,intact the cff2e Cy=hcne or by e:aditio.•1<7 mall.Ir you lave any questions,wease contact 550.457.131)5.•Pursuant to Section 455.275(1), Flori6a StRtutoc,oftc4-,,ve dcta_cr 1,2012.f ce:stes licensed un de:Chapter 455,Rs.must provid9 the De;aninent with an ema'7 address 14 thtly havc cne,;r:e enaA. prrvided may be used rc ofrld.l wnmunicaaon c%)UN:r:tensce.Hoscvcr email addhesies aid pubic retard,It you do not vlsh to supply a person71 ad C%q,please provide:the Department vAth an email address whlim can be made 2v2.3ebld to Lhe public.To dete(;m;mft?r you are a licensee untie!chapter 455,F;S.,please click,here, ProdProductApproval Aacept5: W r"t g Krs:� M Credit Card Safe 1 2 3 4 5. 6 7 8 1 NOTE: Track configuration above Door Width.1.6 -2 Shown the door opening does not affect F See chart below.for other the wind loos rating of the,door. F Top Bracket door widths. :AILA(sheet 2 of 3) Flag Bracket 1 DetaitH(sheet2,of3) as i r E E Jamb Bracket Detail F(sheet 2of3) Door Height Sttde Lock or Lock ears T 0"ShownDetail G(sheet2of3) Manual door locks ore l required un See chart less an automatic t' e Q - 1 operator is installed. below for other 662"+/-3" door heightsZ,. 3„ D r _ 382"+� 3„ ? D �21�'+1-3" e Bottom Bracket End Hinges Strut&Strut•Attachment Intermediate Hinge 4"+1-3" .Detail- (sheet261`3) DetailB:(sheet2of3) DetailE(sheet2of3) Datail.D(sheet2of3) 1 1 o-"+/-3" C This product has been evaluated per ANSI/DASMA 1.08 for static air pressure. Jamb bracket quantities shown ore for use with grade 2 or better southern pine C This product has been evaluated per ANSI/DASMA 115 for large missile impact and cyclic wind pressure. jambs, Model Number Supporting structural elements ore to be designed by o registered professional engineer for specific wind loads. PAN C2460&R2460 SERIES PAN C2410&R2410SERLES PAN.C2461'&R2461SERIES DoorNOTICE: PAN 02480&R2480SERIF PAN C2471.9 R2471 SERIES Heigh -Total Sections f Total#Of Struts Jamb Bfkts These drawings are o. Height Sections r Side 9 PAN C2481&R2481 SERIES PAN C2472&R2472SERIES PANC201TSERIES g'.0" 4 4 5 supplement {o.the installation PAN C2482&R2482 SERIF PAN R2560.SERIES PAN C2015:SERIES instructions for o standard.door PAN R2580 SERIES PAN R2561 SERIFS PAN C2411 SERIES 6 3" 4 4 5 and only covers Those 6-6" 4 4 6 procedures that vary from B PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES standard door instollotion. If B PAN R2592 SERIES PAN R2572 SERIES PAN C2511 SERIES 6 9" 4 4 6 these specific procedures are Door Widths Design Pressures Minimum:Center Minimum Center Minimum Center Im act T-0" 4 4 6 not folloWed the.door may riot End Stile p 7-6" 5- 5 ,7 perform as designed. ,John E Scales. P.E. -Up To"' +psi -ps Stiles Hinges 'Soles Minces Stiles Hines Resistant 2560 King Arthur Blvd. Ste 124-54 10'=2" 49.7 -55.5 Single 4 2. 3 1. 5 2 NO 5 7 Lewisville,Texas 75056. 12-2 41.5 -46:3 Single 5 2 5 2 5 2 NO s 8:-0" 5 5 7 NPACT RESISTANT Florida P.E. #.5037 W-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#1665U:20- Professional Engineer seal provided only for verificotion of wind load construction detoils:, 1,8'-2 24.7 27.6 Single 7 8 7 3 7 3 NO All doors,,even those above the tested height. 20'-2' 20.1 22:4 Single 9 5' 9 5 11 5 NO ore available with jamb brackets:or commercial . . DESCRIPTION: ,full an le: The maximum s akin of the amb _� i' 16•.2"PAN 2000 SERIES WIND LOAD. 2" 31.3 34:9 Single 4 2 3 1 5 2 YES g p 9 J SECTiONALDOOR A. brackets/track clips should be maintained. '� '�:! -�,-:. DESIGN IRESSURE+31.L-74.9PSP A 12'-2° 31.3 -34.9 Single 5 2' 5 2 5 2' YES 14'-2" 31.3 1 -34.9 Single 1 6 1 3 5 2 7 1 3 1 YES GRAWNS at WL-2000-0194-31-35 REV. H This protluct is designed and sold by PSF, The AHJ or Engineer of Record is responsible for determining the• ue tp— nuwxRF. mvs uTE ORIIWN:'4117/14 REV.UTL-7AU19 IS,re,wired for an r,mw%ki2nd _ q y given site: ®.e ynmu AA08EL(S� SeeSheer3 SHEET:LOF3 1 2 3 4 5 6 7 8 i 2 3 4, 5 6 7 8 END STILES PUSH NUT7/16- 24r END HINGE 1/4" XTEK CREW 3/4" Hex Washer Head 16 Ca Galvanized Steel See DETAIL K for push nut 14 Go Galvanized Steel Sell Drilling (3 per Bottom Bracket) IF ®� PUSH NUT placement. TEK SCREW F 7/16" 1/4" X 3/4" Hex Washer Head BOTTOM BRACKET See DETAIL for push nut TEK SCREW a ° Self Drilling (6 per Hinge) 13 Go Galvanized Steel placement. 1/4" X.3/4" Hex Washer Head ® A ADJUSTABLE TOP FIXTURE Self Drilling (2 per Bracket) NOTE:This screw should he !f 12 Go 105BRACKET P O located below the prepunched hole PUSH NUT o and go through.the hinge,end stile See TA for push 'nut TEK SCREW DROOM 70P and skin edge placement, K 1/4" X.3/4" Hex Washer Head Self Drilling (4 per Bracket) PUSH NUT BOTTOM SEAL 7/j6 DETAIL C DETAIL A DETAIL B See,DETAIL K for push nut LOW HEADROOM placement. E TOP BRACKET E .24 18 1Go250XKSl MinimuSTRUT 6 Go G IATElvani STILE Galvanized Steel 16 Go Galvanized Steel 4" JAMB BRACKET 12 Go Galvanized Steel o Q a o (not r gOCK or uired with p BARS rattor) INTERMEDIATE HINGE 18 or 14 Go Galvanized Steel 322" a O 0 o TEK SCREW TEK SCREW a ° — 1/4" X 3/4" Hex Washer p BOLT & NUT Head Self Drilling (4 per p 1elf X 3/4"Hex Washer Head 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 (I per Jamb Bracket) DETAIL'G End &.Intermediate Stiles) op 000 " NOTE: Details on some views omitted for clarity. wm1 AND °O WITHOUT BRACE 00 00 0 Double end stiles and end hardware may be 0 0 0 0 � �0 provided on wider or heavier doors. 0 c o 0 0 Maxi .a mum It j j 31n(1 07'— c �----� FLAG BRACKET 1/2 2 RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL DETAIL K ROLLER BOLT COMMERCIAL For Standard, High For Standard, High There should be a 2" Diameter Nominal 54t6 X 5/ra Lag Bolt For Low Headroom & Vertical Lift & Vertical Lifte space of maximum Eleven' Boll Nylon or ( per Flog Bracket). With 2" Track and With 2" Track and With 3" Track and 1/2" between the roller Ten Ball Steel with Single End Stiles Single End Stiles Single End Stiles hub and the outside o 'Minimum Workable BOLT & NUT edge of the roller Shaft Length Shown. 00!0 1/4-20 X 5/8" Track Bolt. holder which :is set by & 1/4-20 Hex Washer Nut the push nut. (2 for Horizontal &2 for B DETAIL H. Vertical Track) L B " a Min, DOOR SKIN Min. John E Scales. P.E. of 1' Minimal 25 Go Galvanized Pointed Steel of 1" 2560 King Arthur Blvd. Ste 124-54 a Lewisville. Texas 75056 ®o ° IWACT RESISTANT Florida P.E. # 51737 FL#16650.20 Professional Engineer seal provided only for COMMERCIAL HEAVY DUTY COMMERCIAL°HEAVY DUTY verification of wind food construction details. For Standard, High & For Low Headroom With ZBOLT& SHER S DESCRIPTION: VERTICAL TRACK —to Nosted. WOOD JAMB 162"PAN200ONASERIESWIN ORDfAAD 5/16"X 1 5/6"Lag Boll&2'0.0. .� �� . Vertical Lilt With 3" Track 3" Track and Double x 7/16"1.D,Flat Washer 13 Go Steel tested. The vertical wood jamb r SEC110NAL DOOR A and Double End Stiles End Stiles NOTE: Jamb bracket must be in 3 Nominal 13 Go is also fasteners may be counter sunk �'.� DESIGN,PRESSURE+I13f-74.9PSP A ALTERNATE BOTTOM.BRACKETS direct contact with the 2xfi(No °DProved as alternate. to provide a jamb mounting direct ollowed). surface. See jamb attachment BM�IIB6 Bac WL2000-0194-31-35 REV. H NOTE:The,bottom bracket tested(shown in DETAIL is the lightest bracket NOTE The flat unsher is not required details on sheet 3 for attaching MIA— DRIIVRI BT: MVS BATE OBAtYN:4/17/l4 BEV.DATE:7/8/19 available. - for angle mount, jambs to the structure. r,®,amiun 9 of cwnymzmi MOOEL(S): See Sheet3 SHEEI:2 aF:3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 FASTENER TO CONTINUE F PASTHEADER F o E MODEL NUMBERS E o MODEL NUMBERS AVAILABLE OPENING' HEIGHT 2 X e GRADE 2 NE BETTER SOUTHERN PAN C2011 SERIES PWOIDID AM SEE CHART FOR WOOD JAMB ATTACHMENT PAN:02015 SERIES TO BUILDING STRUCTURE. :PAN C2411 SERIES o. PAN C2415 SERIES MAXIMUM ON D PAN C2511 SERIES CENTER SPACING p PAN C2410&R2410 SERIES PAN C2460&R2460 SERIES FIRST FASTENER 4�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 C2461&R2481 SERIES dm m°.MDm Mhlmm Mnx—e AKU—Suc imwmspaena Sp--heC PAN.C2482&R2482-SERIES Fastener Type EnW— E on Caeon.Cemr TLb na C PAN R2560 SERIES Min.2500 PSI to Tapcon+(P us) PAN R2561 SERIES 4000 PSI Concrete va^w/1-o ,usher 2° zso^ s:oo za• ss1 Southern Pine 318'Leg wl 1.50' 1.50' 1.50' 24' 620 PAN R2571 SERIES 1 t/8•OD washer PANR2572SERIES Spruce Pine Fir 3re'Laawl 1so t5o 1so• zz aez 1 118'OD washer PAN:R2580 SERIES NOTE:2X6 mounted to the wall mustbe Southern Pine Grade 2 or be@er: PAN P2581 SERIES PAN R2582 SERIES: B L B John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. # 51737 'Professional Engineer seal provided only for FL#16650.20 verification of Wind food construction details. DESCRIPTION: 16 2^PAN 2000 SERIES WIND LOAD SEMONAL DOOR. A "MODEL(S): DESIGN PRESSURE+31y-34.9PSF A eMm1181a:WL-2000-0194-31-35, nSHIErl Mvs nTEDUM.4/17/14 REV.SeeSheet3, 1 2 3 4 5 6 7 8