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lYl � u lIt I ` r {#I BCiS flame Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications_ FBC Staff SCIS Site Map Links Search , �t 1 it 1 °Pry OProduct Approval I `t p �' j��r,l USER:Public User u,{I.;I unn t,-q>Application Detail FL n FL16660-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Haas Door Company Address/Phone/Email 320 Sycamore St. Wauseon,CH 43567 (419)337-9900 Ext 243 mschweiLzer@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 Validation Checklist-Hardcopy Received Certificate of Independence FLto660 R7 CQI cwt of IndS }es?-017 sjgff Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2012 ANSI/DASMA 115, 2012 I I Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Lt F Created by Independent Third,Party:Yes 16660.13 13. HT 600,700,2000,800,&500 Series HT Series sectional Steel•sandwich type garage door 97'wide Limits of Use Installation Instructions Approved for use in HVHZ:No Approved for use outside HVHZ-.Yes 4 6-r •C.- If Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure:+41.1/-46.4 Created by Independent Third Party:Yes Other: Evaluation Reports -j4 Created by Independent Third Party:Yes 16660.14 14.HT 600,700,2000,800,&900 Series HT Series sectional Steel sandwich type garage.door 9'2"wide Limits of Use Installation Instructions Approved for use in HVHZ;No Approved for use outside HVHZ:Yes 1'-4 C Impact Resistant.Yes, Verified By:John E.Scates 51737 Cr Design Pressure:+41.1/-46.4 Created by Independent Third Party:Yes Other:Glazing is an available option for the 600,700,2000&800 Series product only. Evaluation Reports It does meet the impact resistant requirement for windborne debris regions.Glazing is FL I C-,OL3L tJI-,-�FF va�l F-!�U_1'7'7&- r- not an available option for the 900 Series product. Created by Independent Third Party:Yes 16660.15 15. HT 600,700,2000,800,&900 Series HT Series sectional Steel sandwich type garage door 167'wide Limits of Use Installation Instructions Ap rcLved for use in HVHZ:No PLt56CG P7 !1 Windl-oad 111z.,tall S junL;,en-.tvn rC FL -pd Approved for use outsid-eHVH lidQl--s Mdf Impact Resistant:Yes Verified By:John E..Scates 51737 Design Pressure:+31.3/-34.9 Created by Independent Third Party:Yes Other: Evaluation Reports F[_16660 l27 ;13-LIL, Created by Independent Third Party:Yes 16660.16 16.HT 600,700,2000,800,&900 Series HT Series sectional Steel sandwich type garage door 16'2"wide Limits of Use Installation Instructions Approved for use in HVHZ-No iKa-P L i! 11-S Approved for use outside HVHZ:Yes 0-0C-1G 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&800 Series product only. Evaluation Reports It does Meet the impact resistant requirement for windborne debris regions.Glazing Is FLGi4g Ra,' not an available option for the 900 Series product. Created by Independent Third Party:Yes < 16660.17 17.PAN C2011,C2015,C2410,R2410,C2411, PAN Series sectional pan type garage do 9'2" C2415,C2460,R2460,C2461,82461,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 7 Approved for use outside HVHZ:Yes Impact Resistant:Y Verified By:John E.Scates 51737 Design Pressure Created,by I ridepenclent Third Party:Yes Other; Evaluation Reports EL i 6ji( Created by Independent Third Party:Yes 1 2 3 4 1 5 6 7FASTENER TO 8 F PAST HEADER CONTINUE F E MODEL NUMBERS E MODEL NUMBERS AVAILABLE OPENING HEIGHT 2 X 6 GRADE 2 OR BETTER SOUTHERN PAN C2011 SERIESPINE JAMBS. 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-&-R246.1-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 Mrmum Mhihwn Mah m Allowatl C SVucW a Fastener Type EmCs'd Edge Crew ewnw Tenstx, PAN C2482&R2482 SERIES Dl"—spaehy spaotg Load C PAN R2560 SERIES Min.2500 PSI to Ta on+(PLUS 4000 PSI Concrete 114'w 1'01)washer 2' 2.50' 5.00' 24' 551 \\ E, s z PAN R2561 SERIES 316,La w/ O Southern Pine �,��•'xGENSE;`• PAN R2571 SERIES 1 118'OD washer ' ' ' " S\ PAN R2572 SERIES Spruce Pine Fir 318'Lag wl 1.50' 1.50' 1.50' 24' 482 _ No.51737 1 118'OD washer �. ` PAN R2580 SERIES NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. ,�x STATE OPZZ PAN R2581 SERIES i `. %4fI�; PAN R2582 SERIES jp0•t`�`• OR%OQ%'p�2N:; . B �/ S'S/ 1 (� \\� B John E Scales, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. # 51737 FL#16660.17 Professionol Engineer seal provided only for verification of wind load construction details. c _ DESCRIPTION- 9'2" f 9 2"PAN 2000 SERIES WIND LOADOO PRIV SECTIONAL DRA & DC•SIGN PRESSURE 141.1-TGA PST A d 1 "`'" ORAWI1101104 L-2000.01 10-01-i6 ISIUM3 OF]I REV. U 3"s9 mm DATE UM-4/11114 BRAWN BT: NIVS m C�gkui'" MOOELISI: See Sheet 3 1 2 3 4 5 6 7 1 8 1 2 3 4 5 6 7 8 END STILES PUSH NUT 23" END HINGE TEK SCREW 16 Go Galvanized Steel 7/16" 14 Go Galvanized Steel 1/4" X 3/4" Hex Washer Head See DETAIL K for push nutTEK SCREW Self Drilling (3 per Bottom & 2 per F PUSH NUT placement. Z 1/4" X 3/4" Hex Washer Head Adjustable Inner Bottom Brackets) F 7/16" Self Drilling (6 per Hinge) See DETAIL K for push nut TEK SCREW o " BOTTOM BRACKET placement. 1/4" X 3/4" Hex Washer Head NOTE: This screw should a it Self Drilling (2 per Bracket) be located below the prepunched ® 13 Go Galvanized Steel ADJUSTABLE INNER ADJUSTABLE TOP FIXTURE o hole and go through the hinge, ® BOTTOM BRACKET LOW HEADROOM TOPa 12 Ga end stile and skin edge.p PUSH NUT 7/16" TEK SCREW BRACKET O PUSH NUT See TAI K for push 1/4" X 3/4" Hex Washer Head 7/16" nut placement. Self Drilling4 per Bracket ( ) See DETAIL K for push nut BOTTOM SEAL DETAIL A LOW HEADROOM DETAIL B placement. DETAIL C E TEK SCREW TOP BRACKET E 1/4" X 3/4" Hex Washer 2411 INTERMEDIATE STILE 2 1/4" x 2 3/4" E STRUT Head Self Drilling (3 per 18 Go 70 KSI Minimum SLIDE LOCK or Bottom Bracket & 2 per 16 Go Galvanized Galvanized Steel LOCK BARS Steel JAMB BRACKET Low Headroom Top Bracket) 3 O (not required O 2-1 12 Go Galvanized with operator) BOTTOM BRACKET INTERMEDIATE HINGE I_—_r 4 Steel P ) 13 Ga Galvanized Steel °®° 18 or 14 Go LOW HEADROOM TOP Galvanized Steel a o a BRACKET ° PUSH NUT 7/16" ° TEK SCREW `-' 2411 BOLT & NUT P 1/4'. X 3 4' Hex TEK SCREW See DETAIL K for pushTEK SCREW 1/4-20 x 5/a" D nut placement / 1/4" X 3/4" Hex Carriage Bolt & 1/4" X Head Hex P Washer Head Self ' Drilling 4 per Washer Head Self 1/4-20 Hex Washer Washer Head Self ALTERNATE BOTTOM SEAL DETAIL D Hinge) ( p DETAIL E DETAIL F DETAIL G Lack) g (4 per Slide -- TO-DETAILC ---- Drilling (1 per End Nut (1 per Jamb & Intermediate Stiles) Bracket) WITH AND WITHOUT NOTE: Details on some views omitted for clarity. BRACE ao as o0 ooaao Double end stiles and end hardware may be o a required on wider or heavier doors. 0 0 0 0 0 0 0 00 FLAG BRACKET C ao 00 00 C ' ° ° ° Mal/2 um Brie x 1 5/8" Lag Bolt `�J�\O�a� NTt��p� RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL (4 per Flag Bracket). ` v COMMERCIAL For Standard, High For Standard, High DETAIL K r No.51737 ''� For Low Headroom & Vertical Lift & Vertical Lifte ; There should be a space of BOLT & NUT With 2" Track and With 2" Track and With 3" Track and maximum 1/2" between the 1/4-20 X 5/8" Track Bolt Single End Stiles Single End Stiles Single End Stiles roller hub and the outside & 1/4-20 Hex Washer Nut �"p:� STATE OF �f` edge of the roller holder 2 for Horizontal & 2 for :`V ALTERNATE BOTTOM BRACKETS g ( . o' , B NOTE: The bottom bracket tested (shown in AI ) is the lightest bracket available. Hutch is Set by the push Vertical Track) ///'��SS�OR�O.�'��Q\`��\ B / �ONA1 \\ Min. DOOR SKIN Min. DETAIL H /,,'/'11+10NX f 1 Minimol 25 Go Galvanized Painted Steel of 1" John E Scales, P.E. 2560 King Arthur Blvd. Ste 124-54 L--71 - IMPACT RESISTANT FloridollP.E.©xas b 5173 056 ROLLER I---L s211 FL#16660.17 Professional Engineer seal provided only for BOLT&WASHER 2" Diameter Nominal Eleven ROLLER verification of wind load construction details. 5/16"X 1 5/8"Lag Boll&2"O.D. VERTICAL TRACK - 2"Nominal WOOD JAMB a .1 DESCNIPTION: 13 Go Golvon'zed Steal testod. The vertical wood Iamb Boll Nylon w/Hardened 2" Diameter Nominal z 7/16"I.D. Flat Washer 1 rea 9'2"PAN 20005EAIGSWIND LOAD NOTE: Jamb bracket must be in 3"Nominal 13 Go's also fasteners may be counter sunk Shaft or Ten BGII Steel Eleven Ball Nylon Of " ^d SECTIONAL DOOR A direct contact with the 2x6 (No approved as an alternate. to Provide a flat mounting w/Hardened Shaft with a Ten Ball Steel with + '.,', DESIGN PRESSURE*41.1,-46APSF A drywall allowed), surfoce. See jamb attachment Minimum Workable Shaft a Minimum Workable k'Y�4 OMWINO N00.W42000-0110-41-J1S SHEET:2 OF 3 REV. U NOTE:The flat washer is not required details on sheet 3 for attaching for ongle mount. jambs to the structure. Length Shown. Shaft Length Shown. MsR DATE URN:4111/14 DRAWN By. MVS m oo�y°mt low°1 MODEL(S): See Sheet 3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 NOTE: Track configuration above Door Width 9'-2"Shown the door opening does not affect F See chart below for other the wind load rating of the door. Top Bracket door widths F DETAIL A(sheet 2 of 3) ° 7(Bracket •• •••• sheet2of3) uo i 1 E � (_ Slide Lock or Lock Bars Door Height Detail G(sheet2 of 3) 7'-0"Shown Manual door locks are b Bracket See chart required unless on automatic Caet.L.IF sheet 2 013below for other operator is installed. ( ) door heights 66"+/-3" D 382, -/_3„ p 1 r Bottom Brackets End Hinge Salt 8 Salt 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) 101"+/_3" C Jamb bracket quantities shown ore for use with grade 2 or better southern \ (" SCA This product has been evaluated per ANSI/DASMA 108-05 (and —12) for static air pressure. Pine jambs. ``\ This product has been evaluated per ANSI/DASMA 115-05 (and —12) for large missile impact and cyclic Supporting structural elements are to be designed by a registered professional wind pressure. engineer for specific wind loads. r No.51737 Model Number Door Tafel#of Jamb Brkts NOTICE: r ,� Total#of Salts r • r*� PAN 024608 R2460 SERIES Hei ht Sections per Side these drawings ore a supplement to the installation OF ` PAN 02410 8 82410 SERIES PAN C2461 8 R2461 SERIES 6'-0" 4 4 3 4�� STATE i�ffl instructions for o standard door y(t/ PAN 02480 8 R2480 SERIES PAN C2471 8 R2471 SERIES 6'-3" 4 4 3 and only covers those PO P��C PAN 024818 R2481 SERIES PAN C24728R24725ET31E5 PAN 02011 SERIES 6'-6" 4 4 4 procedures that vary from ///��"• OR,Q: B PAN C24828 R2482 SERIES PAN 82560 SERIES PAN C2015 SERIES 6'-9" 4 q 4 standard door installation. If ///sS��NAV these specific procedures are / PAN R2580 SERIES PAN R2561 SERIES PAN C2411 SERIES 7'-0" 4 4 4 not followed. the door may not /x//111 PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES 7'-6" 5 5 5 perform as designed. John E Stoles, P.E. PAN 82582 SERIES PAN 82572 SERIES PAN 02511 SERIES 7'-9" 5 5 5 2560 King Arthur Blvd. Ste 124-54 Door Widths Design Pressures Center Center Center Impact 8'-0" 5 5 5 Lewisville, Texas 75056 End Stile IMPACT RESISTANT Florida P.E. / 51737 Up To + SI - s S81es Hinges_ Stiles Hin es Stiles r es Resistant 8'-2" 46.1 -52.0 Double 3 1 3 1 3 1 NO Maximum section height is 21 in. Maximum door height is 16 ft, 8'-2" 41.1 -46.4 Double 3 1 3 1 3 1 YES FL#16660.17 Professional Engineer seal provided only for 10'-2" 33.4 -37.7 Double 4 2 3 1 5 2 NO All doors, even those above the tested height, verification of wind food construction details. 12'-2 23.3 26.3 Double 5 2 5 2 5 2 NO are available with jamb brackets or commercial full angle. The maximum spacing of the jamb d„q,(� -* t DESCRIPTION: 8'-2" 41.1 -46.4 Double 3 1 3 1 3 1 YES brackets/frock clips should be maintained. J Eft = 9"'PAN SERIES WIND LOAD ■ SECTIONAL DOOR A This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining I.) A i DESIGN PRESSURE 141.11'46A PSF A the PSF required for any given site. r 'I'a'� 1k`7 DIIAWIND NIL•W42000.0I10-01-46 SNEFF.1 OF 7 REV. U Digitally signed b�,,JOhn E.Scates P.E. IMF- DATE DRN:4111114 1 DRAWN Nn NIVS Date:2017.09.29.15:53:47-05'00' am M4 MODEL(S): SeeSheet3 1 2 3 4 5 6 7 f 8