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Home My WebLink AboutProduct ApprovalMIN acts Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search Product �j USER: Publ Approval is User rrotlu:l Aosrnval Mr.,., > i•rradact nr ApOI r i[ > M•;:Ir.--anon � . > Applicatien Detait Comments Archived Product Manufacturer Haas Door Company Address/Phone/Email 320 Sycamore St. 1116660 R7 Application Type Revision mschweitzer@haasdoor.com 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 mschweitzer@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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL1666o R7 COI Cert of Ind Scates2017 s.odf Standard year ANSI/DASMA 108 2012 ANSI/DASMA 115 2012 Product Approval Method Method 1 Option D & 800 Series product only but it does not meet the impact 166bQ.7 AE EvcnlRep r7s,pdt 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, & 9Q0 I HT Series sectional Steel sandwich type garage door 18'2" Series wide Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.0/-33.9 Other: 16660.8 08. PAN C2011, C2015, C2410, R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2470, R2470, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482, C2511, R2560, R2561, R2570, R2571, R2572, R2580, R2581, R2582 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24.8/-28.0 Other: Glazing is an available option for all the Pan Series product listed but it does not meet the impact resistant requirement for windborne debris regions. 16660.9 09. PAN C2011, C2015, C2410, R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2470, R2470, C2471, 82471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482, C2511, R2560, R2561, R2570, R2571, R2572, R2580, R2581, R2582 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.0/-39.0 Other: 16660.10 10. PAN C2011, C2015, C2410, R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482, C2511, R2560, R2561, R2571, R2572, R2580, R2581, 82582 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.9/-26.7 Other: Glazing is an available option for all the Pan Series product listed but it does not meet the impact resistant requirement for windborne debris regions. 11. PAN C2011, C2015, C2410, R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, 82482, C2511, R2560, R2561, R2571, 112572, 112580, R2581, R2582 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant Design pressure: 31.3/ 34.9 Other: Installation Instructions -. 1.r_c.4 Install notern,n+ :C r:_ s.rcfi' KL ( -i itI,4218-08-30g,-rE s.odf Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Evaluation Reports Ar Created by Independent Third Party: Yes PAN Series sectional pan type garage door 97' wide Installation Instructions _;i;r`+ itr i U;hnclLgad inst,lil 5lemc:ntFL 4.�c1f 16660 R,7 -H WL_2Q0Q-ODICdf Verified Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Evaluation Reports _ IRent. r75.odf Created by Independent Third Party: Yes PAN Series sectional pan type garage door 97' wide Installation Instructions rLi -60 R7 11 VJu7dLaad Insall S npiement e fL Pdr FL --60 R7 II WL- 7000-0310-35-3g-rE s ndf Verified By! John E. Scates 51737 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes PAN Series sectional pan type garage door 167' wide Installation Instructions FL I�6U R7 11 WtndLoad Install Sun[2lQment_LC FL Spof FLIT 6fit._R7_ I1 11L_2000 -019a ?4-171 -rF s.ildf Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Evaluation Reports f; .Created by Independent Third Party: Yes PAN Series sectional pan type garage dog( -16'2" wide Installation Instructions FL16660 117 II WindLoad in% i& Suouiement r_C FL s.od_f f 1666 } 117 II Wt -2Qf1Il_0194 ,31 3�rF_s.ndf Verified By: John E. Scates 51737 Created by Independent Third Party: Yes Evaluation Reports F E Flo] C B A 1 1 2 Door Height T- 0" Shown See chart below for other door heights r-- Top Bracket DETAIL A (sheet 2 of 3) — eattom Bracket "-- End Hinges Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) 3 4 Door Width 16'- 2" Shown See chart below for other door widths 5 6 7 NOTE: Track configuration above the door opening does not affect the wind load rating of the door. - Slide Lock or Lock Bars Detail G (sheet 2 of 3) Manual door locks ore required unless an automatic operator is installed. strut & Strut Attachment �— Intermediate Hinge 4" +/_ 3 -i Detail E (sheet 2 of 3) Detail D (sheet 2 of 3) 1 1 This product has been evaluated per ANSI/DASMA IDB -05 (and -12) for static air pressure. This product has been evaluated per ANSI/DASMA 115-05 (and -12) for large missile impact and cyclic wind pressure. 7&R24Model Number PAN C2460 & 82480 SERIES 80 R2410 SERIE PAN C2481 & R24 I ERIES 2480 SERIES PAN C2471 & R2471 SERIES82481 SERIE PAN C2472 A R2472 SERIES PAN C2011 SERIES2482 SERIES PAN R2560 SERIES PAN C2015 SERIES SERIES PAN R2561 SERIES PAN C2411 SERIES SERIES PAN R2571 SERIES PAN C2415 SERIES DoOp Tiddths Desi n Pressures End Sfile Center Oentar -HF Centsrmpact Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. 49.7 psf -55.5 Single Stiles 4 Hin es 2 Stites es Stites Hin es Resistanf 12'-2° 41.5 -46.3 Single 5 2 3 5 1 2 5 5 2 2 NO NO 14'-2" 35.7 -39.8 Single 6 3 5 2 7 3 NO 18'-2" 31,3 -34.9 Single 7 3 7 3 7 3 YES 18'-2" 24.7 27.6 Single 7 3 7 3 7 3 NO 20'•2" 20.1 -22.4 Single 9 5 9 5 11 5 NO 10'.2" 31.3 -34.9 Single 4 2 3 1 5 2 YES 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 YES PSF required for any given site - ' y "" "° "' "'g'f�cef of mecora Is responsible for determining the 1 2 3 4 543 i 382„ +/ 3„ F Bracket (sheet 2 of 3) acket E et 2 of 3) 1 U�„ +/_ 3„ Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. 1k�`„�'tlir„��/ $� /// \�\� Supporting structural elements are to be designed by a registered professional engineer for • specific wind loads. Z No. 51737 Door Total # of Jamb Brkts NOTICE: e • k Total # of Struts Hei ht Sections er Side 6�.O" 4 These drawings are a supplement to the installation k OF 4 5 6'-3" 4 4 instructions for a standard door �I 5 6'-6" 4 4 g and only covers those procedures that vary from/••O�%�' o(•'...�( 4 4 6 standard door installation. If 4 4 these specific procedures are 6 not followed, the door may no 7'-6" 5 5 7 perform as designed. John E Scotes, P.E. 7'41 5 5 7 2560 King Arthur Blvd. St. 124-54 8'-0" 5 5 7 IMPACT RESISTANT FiowidgilleP ETe#a 51737 Maximum section height is 21 in. Maximum door height is 16 ft. FL #16660.11 Professional Engineer seal provided only for Ali doors, even those above the tested height, verification of wind load construction details. are available with jamb brackets or commercial DESCRIPTION: full angle. The maximum spacing of the jamb v t: brockets/trock clips should be 16'2" PAN 2000 SERIES WIND LOAD maintained. SIECUONAL.DOOR DESIGN PRPSSURB +32.3/-34.9 PST Digitally signed by John E. Scates P.E. sRAwtxaxo.: wL-zaoa-0194-3I-3s aHEEf , OF 3 REV. E Date: 2017.09.2915:42:35-05'00' w�;m otm;144, BATEGRN: 4/17/14 BRAWNRVa MVS m 1.1112014 MODEL(S): See Sheet 3 5 6 7 8 D C* B A F E 0 DETAIL A —3„ DETAIL D 2 END STILES 16 Go Galvanized Steel PUSH NUT 7/16" See DETAIL K for push nut placement. ADJUSTABLE TOP FIXTURE 12 Go TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (4 per Bracket) TERMEDIATE STILE i Go Galvanized Steel INTERMEDIATE HINGE 18 or 14 Go Galvanized Steel -EK SCREW /4" X 3/4" Hex Washer Head ;elf Drilling (4 per Hinge) 3 4 5 PUSH NUT 7/16" See DETAIL K for push nut placement. TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (2 per Bracket) -OW HEADROOM TOP 3RACKET LOW HEADROOM TOP BRACKET DETAIL E a WITH AND O WITHOUT BRACE 00 00 0 a 00 oa 0 0 Cao 0 ° ao RESIDENTIAL & LIGHT COMMERCIAL CDMMERCiAL COMMERCIAL For Standard, High For Standard, High For Low Headroom & Vertical Lift & Vertical Lifts With 2" Track and With 2" Track and With 3" Track and Single End Stiles Single End Stiles Single End Stiles Bo 0 u ll° COMMERCIAL HEAVY DUTY COMMERCIAL °HEAVY DUTY For Standard, High & For Low Headroom With Vertical Lift With 3" Track 3" Track and Double A and Double End Stiles End Stiles ALTERNATE BOTTOM BRACKETS NOTE: The bottom brocket tested (shown in DETAIL ) is the lightest bracket available. 1 2 3 1/2" x 4" E STRUT 18 Go 50 KSIMinimum Galvanized Steel 32.. TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (2 per End & Intermediate Stiles) DETAIL B 3 DETAIL F lu -TINGE Galvanized Steel TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (6 per Hinge) NOTE: This screw should be located below the prepunched hole and go through the hinge, end stile and skin edge. BUSH NUT See DETAIL K for push nut placement. AMB BRACKET 2 Go Golvanized Steel BOLT & NUT 1/4-20 X 5/8" Carriage Bolt & 1/4-20 Hex Washer Nut (1 per Jamb Bracket) Maximum Mln.DOOR 1/2" 3jrr 2 DETAIL K ROLLER There should be a 2" Diameter Nominol space of maximum 1/2" between the roller Eleven Ball Nylon or Ten Ball Steel with hub and the outside a Minimum Workable edge of the roller Shaft Length Shown, holder which is set by drywall allowed), the push nut. surface. See jamb attachment 3 DETAIL F lu -TINGE Galvanized Steel TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (6 per Hinge) NOTE: This screw should be located below the prepunched hole and go through the hinge, end stile and skin edge. BUSH NUT See DETAIL K for push nut placement. AMB BRACKET 2 Go Golvanized Steel BOLT & NUT 1/4-20 X 5/8" Carriage Bolt & 1/4-20 Hex Washer Nut (1 per Jamb Bracket) 4 5 6 DETAIL C DETAIL G 8 SOREW X 3/4" Hex Washer Head Drilling (3 per Bottom Bracket) BOTTOM BRACKET 13 Ga Galvanized Steel PUSH NUT 7/ 16" See DETAIL. K for push nut placement. OTTOM SEAL SLIDE LOCK or LOCK BARS (not required with operator) TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (4 per Slide Lock) NOTE: Details on some Views omitted for clarity. Double end Stiles and end hardware mpy be required on wider or heavier doors. FLAG BRACKET BOLT 5/16 X 1 5/8" Lag Bolt (4 per Flag Bracket). )LT & NUT 4-20 X 5/8" Track Bolt 1/4-20 Hex Washer Nut for Horizontal & 2 for Vertical Track) IMPACT RESISTANT e , No. 61737 ±*. b STATE OF Z/I/'/&10l1l I John E Scotes, P.E. 2550 King Arthur Blvd, Ste 124-54 Lewisville, Texas 75056 Florida P.E. # 51737 F E 701 C 8: FL #16660.11 Professional Engineer seal provided only for DETAIL H Mln.DOOR SKIN Min. of I Minlmal 25 Go Galvanized Painted Steel "-'of 1" F BOLT & WASHER 5/16" X 1 5/8" Lag Bolt & 2" O.D. x 7/16" I.D. Flat Wosher VERTICAL TRACK - 2" Nominal 13 G G anl-cl Steel tented. WOOD JAMB The NOTEi Jamb bcket ust be in ramntact 3 Nominal 13 Go is also vertical wood jamb fasteners may be counter sunk direct cowith the 2x6 (No opPro al as on alternate. to provide a flat mounting drywall allowed), surface. See jamb attachment NOTE: The flat washer is not required details on sheet 3 for attachin, for angle mount, jambs to the structure. 4 5 6 DETAIL C DETAIL G 8 SOREW X 3/4" Hex Washer Head Drilling (3 per Bottom Bracket) BOTTOM BRACKET 13 Ga Galvanized Steel PUSH NUT 7/ 16" See DETAIL. K for push nut placement. OTTOM SEAL SLIDE LOCK or LOCK BARS (not required with operator) TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (4 per Slide Lock) NOTE: Details on some Views omitted for clarity. Double end Stiles and end hardware mpy be required on wider or heavier doors. FLAG BRACKET BOLT 5/16 X 1 5/8" Lag Bolt (4 per Flag Bracket). )LT & NUT 4-20 X 5/8" Track Bolt 1/4-20 Hex Washer Nut for Horizontal & 2 for Vertical Track) IMPACT RESISTANT e , No. 61737 ±*. b STATE OF Z/I/'/&10l1l I John E Scotes, P.E. 2550 King Arthur Blvd, Ste 124-54 Lewisville, Texas 75056 Florida P.E. # 51737 F E 701 C 8: FL #16660.11 Professional Engineer seal provided only for verification of wind load construction details, DESCRIPTION: t6"2" PAN 2000 SERIES WIND LOAD SECTIONAL DOOR DESIGN PRESSURE +31.3/-34.4 PST, 1a - - ORAWINO NO.: WL-2000-om-3145 Ill. 2 Of 3 REV, E Ito iNema9 Wwnee, DATEORN: 4/1mII ORANif MVS DNo Iitt7 e eeenNetma MODELS): See Sheet 3 IF I IE ID to IB A L 1 12 MODEL NUMBERS MODEL NUMBERS AVAILABLE PAN C2011 SERIES PAN C2015 SERIES PAN 02411 SERIES PAN 02415 SERIES PAN C2511 SERIES PAN 02410 & R2410 SERIES PAN C2460 & R2460 SERIES PAN C2461 & R2461 SERIES PAN 02471 & R2471 SERIES PAN C2472 & R2472 SERIES PAN C2480 & R2480 SERIES PAN C2481 & R2481 SERIES PAN 02482 & R2482 SERIES PAN R2560 SERIES PAN R2561 SERIES PAN R2571 SERIES PAN R2572 SERIES PAN R2580 SERIES PAN R2581 SERIES PAN R2582 SERIES 2 3— 4 5 FASTENER TO CONTINUE PAST HEADER OPE MEI FIRST FASTENER ABOVE THE FL 6 WIDTH WOOD JAMB ATTACHMENT Buliding Slruoture Fastener T Mlnlmum Type Embedment MEdeem nqING on Cem�er �enebn 3HT Dlatenrs 2 X 6 GRADE 2 OR BETTER SOUTHERN SpaolnR Load o PINE JAMBS. 2,50" 5.00" 24" SEE CHART FOR WOOD JAMB ATTACHMENT o 3/8" Lag w/ 1 1/8" OD washer 1.50" 1,50" TO BUILDING STRUCTURE. 24" MAXIMUM ON Spruce Pine Fir 318" Lag w/ 1.50" 1 1/8" 00 washer 1.50" CENTER SPACING 24" 482 V to 10" GATE RNN: 4/17/14RRAWNIP MVS )OR MODELISj: See Sheet 3 5 6 7 1 A OPENING WIDTH WOOD JAMB ATTACHMENT Buliding Slruoture Fastener T Mlnlmum Type Embedment MEdeem onl6erurtar on Cem�er �enebn Dlatenrs 9pacinp SpaolnR Load Mln.250OPSlto 4000 PSI Concrete Tapoon+((PLUS) 2" 1/4" w/ 1"00 washer 2,50" 5.00" 24" 551 Southern Pine 3/8" Lag w/ 1 1/8" OD washer 1.50" 1,50" 1.50" 24" 620 Spruce Pine Fir 318" Lag w/ 1.50" 1 1/8" 00 washer 1.50" 1.50" 24" 482 7 FI EI 0 ��UU►U//�� c .F' 8crF V4� Y • �.l0EA13�r•. Ap .r+,, No. 51737 NOTE; 2X6 mounted to the wall must be Southern Pine Grade 2 or better. .0 �, STATE OF 0'OE.s&•FLORip��p`�`�� . ONA`B John E Scates, RE. 2560 King Arthur Blvd. Ste 124-54 LewisvTexas IP.E. IMPACT RESISTANT o # 51 37056 Florida FL #16660.11 Professional Engineer seal provided only for verification of wind load construction details. DESCRIPTION: 162" PAN 2000 SERIES WIND LOAD SECTIONAL. DOOR DESIGN PRESSURE 131.3/-34.9 PSP A ORAWIN NO.: WL -2000.11194-31-35 1 INEEr: 3 OF 3 REV. E 72a IF— a"T GATE RNN: 4/17/14RRAWNIP MVS eem,Iht20 MODELISj: See Sheet 3 5 6 7 1 A