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Home My WebLink AboutProduct Approval BM Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Unks Search Busines '� Professional iProduelApproval USeR:Public User r�egu1aJor} Product Approval Menu>Product or Application Search>Application List>AppU lan Detail FL# FL17430-RI Application Type YPe Revision Code Version 2014 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 FILE COPY Quality Assurance Representative ^� Address/Phone/Email 1 V v v v 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 the John E.Scates Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Kurt Dietrich PE ' Validation Checklist-Hardcopy Received Certificate of Independence FL17430 R1 COI Cert of Ind Scates 2015 s pdf Referenced Standard and Year(of Standard) StandardYear TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/26/2015 Date Validated 03/08/2015 Date Pending FBC Approval 03/10/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 17430.1 01.HT 600,700,2000&800 HT Series sectional sandwich type garage door 9'2" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R1 II WL-0600-0110-65-65HVHZ-RevA s odf Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:+65/-65 Evaluation Reports Other: FL17430 R1 AE FL17430 Rl AE EvalReotHVH? rl s odf Created by Independent Third Party:Yes 17430.2 02.HT 600,700,2000&800 HT Series sectional sandwich type garage door 167' Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL17430 RI II WL-0600-0194-48-52HVHZ-RevA s odf Approved for use outside HVHZ:Yes Verified By:Sohn E.Scates 51737 Impact Resistant:Yes Created try Independent Third Party:Yes Design Pressure:+48.0/-520 Evaluation Reports Outer: FL17430 R1 AF FL17430 Rl AE EvalRentHVHZ rl s odf Created by Independent Third Party:Yes 17430.3 03.HT 600,700,2000&800 HT Series sectional sandwich type garage door 18'2" Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL17430 R1 II WL-0600-0218-45-SOHVHZ s ndf Approved for use outside HVHZ:Yes Verified By:Jahn E.Scates 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+45.0/-50.0 Evaluation Reports Other: FL17430 Ry AE EvalRentHVHZ rl s.pdf Created by Independent Third Party:Yes 17430.4 �04HT Series HT Series sectional Aluminum sandwich type garage door 9'2" wide Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R1 II WL-5000-0110-65-74HVHZ s odf Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+65.0/-73.5 Evaluation Reports Other: FL17430 Rl AE Eva[Rei)tHVHZ r1 s nrif Created by Independent Third Party:Yes 17430.5 05.HT 5000 Series HT Series sectional Aluminum sandwich type garage door 167" wide Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 fel II WL-5000-0194-48-52HVHZ s odf Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+48.0/-52.0 Evaluation Reports Other: FL17430 R1 AE EvalRentHVHZ rl s.odf Created by Independent Third Party:Yes 17430.6 06.HT 5000 Series HT Series sectional Aluminum sandwich type garage door 18'2" wide Limits of Use Installation Instructions Approved for use in F1VHZ:Yes FL17430 R1 IT WL-5000-0218-45-SOHVHZ s odf Approved for use outside HVHZ:Yes Verified By:Sohn E.Scates 51737 Impact Resistant:Yes Created try Independent Third Party:Yes Design Pressure:+45.0/-50.0 Evaluation Reports Other: FL17430 R1 AE EvalReptHVHZ rl s odf Created by Independent Third Party:Yes 17430.7 07.PAN C2000,C2400,C2410, PAN Series sectional pan type garage door 97"wide 82410,C2460,R2460,C2461, R2461,C2471,R2471,C2472, R2472,C2480,R2480,C2481, R2481,C2482,82482 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R1 II W(_-2000-0110-08-65-74HVHZ s.pdf Approved for use outside HVHZ:Yes Verified By:Sohn E.Scales 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design pressure:+65.0/-73.5 Evaluation Reports Other: FL17430 Rl AE EvalReotHVHZ rl s.odf Created by Independent Third Party:Yes 17430.8 08.PAN C2000,C2400,C2410, PAN Series sectional pan type garage door 162"wide R2410,C2460,82460,02461, 82461,C2471,R2471,02472, 82472,C2480,82480,C2481, R2481,C2482,R2482 Limits of Use � - Installation Instructions ---.�_- - �- Approved for use in HVHZ:Yes FI 17430 RI II WL-2000-0194-08-48-52HVHZ s.odf Approved for use outside HVHZ:Yes Verified By:John E Scates 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design pressure:+48.0/-52.0 Evaluation Reports Other: FL17430 R1 AE EvalReotHVHZ rl s.odf Created by Independent Third Party:Yes 17430.9 09.PAN C2000,C2400,C2410, PAN Series sectional pan type garage door 18'2"wide 82410,C2460,R2460,C2461, R2461,C2471,R2471,C2472, R2472,C2480,R2480,C2481, R2481,C2482,R2482 Units of Use Installation Instructions Approved for use in HVHZ:Yes FL17430 R1 II WL-2000-0218-08-45-50HVHZ s.pdf Approved for use outside HVHZ:Yes Verified By:Sohn E.Scales 51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+45.0/-50.0 Evaluation Reports Other: FL17430 R1 AE EvalReotHVHZ rl s.odf Created by Independent Third Party:Yes Contact Us::1940 North Monroe Street,Tallahassee FI,32394 Phone:85.0-787-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::AcCessiliffity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.if you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click hCEL, Product Approval Accepts: ® acre` frccurih a i i e i.. 1 2 3 -- 4 5 6 7 1 8 Door Width 16!-2e Shown NOTE: Trcck configuration above F See chart below for Other the door opening does not affect F the wind load rating r. Of the doo Tap hell Bracket door widths Flag Bracket DETAIL A(s2 of 3) Detep H(sheet 2 of 3) f E E Jamb Bracket Deta6 F(sheet 2 of 3) Boor Height slkte Lock or las Barg 7'-0"Shown Detail G(sheat 2 of 3) Manual door locks aro See Chart required unless an automatic x operator is installed. below far other ss�"+t-3° door heights 54"+r-3" 03s}"+t-3" i o t � 2e+/-3" 1 w i Bottom Bracket End Hinges Strut&Strut Attachment —IntermediateHinge 4"+/-3"-y Detail C(sheet 2 of 3) Detail 8(sheet 2 of 3) Deal E(sheet 2 of 3) Detab D(sheet 2 of 3) 17. h;, This product has been evaluated per ANStJtSASMA 108-05 for akatic air pressure. Jamb bracket quantities shown are for use wI#n grads 2 or trotter southern pine 3 This product has been evaluated per ANSI/DASMA 115-05 for large missile Impact and cyclic wind pressure. jambs, f•!U.x;;':47 Su Mods Number pporting structural elements are to be designed by a registered professional •� I .— engineer for specific wind loads. ,.,p, £T.4TG l.�F ' - PAN C2400 Full SERIES PAN 02110 a R2{1a SERIES PAN C2481 s R14e1 SERIES ,..._...--- � ' Nonce: PAN 02490 d 82480 SERIES PAN C2471 a R247F SERIES Dear Talal At of TOtai#of Struts Jamb Neese drawings are Height swims r Side s PAN C2451 s 82191 SERIES PAN 02472 A R2412 SERIES supplement to the installation PAN 62492 iRz492 SERIES PAN 82566 SERIES 8'-0" 4 ._..,4 5 Instructions for a standard door PAN 82580 SERIES PAN R2561 SERIES PAN C2000 SERIES 61-3* 4 4 6 and only covers those B 6'-6" 4 4 8 procedures that vary from PAN 82581 3ERiE$ PAN 82571 SERIES-PAN 02400 SERIES standard door installation. If U PAN 82682 SERIES PAN R2672 SERIES PAN C2500 SERIES 8'-9" 4 4 6 these specific procedures are V 6��,�r b��J In sures IMermatliate Stiles Intermediate sales IntermatNate,SWAB 1mpa a 7'-0" 4 4 8 not followed, the door may not .E Door Width + _ a End Sft MI Min s w Resistant 7'-6" 5 5 7 perform os designed. John E Saotes, P.E`. 3121 Fai 10'-2" 4IV -55,5 Single 4/2 371 311 NO T-9' S 6 7 Carrollton.. TTexas Orive e75007 12'•2" 41.5 46.3 Single 512 512 612 NO 8'-0' 5 5 7 Florida P.E, # 51737 ( 14'.2' 35.7 39.8 5 is 613 512 7/3 NO Maximum section height is 21 in. II 16'-2" 31.3 -34.9 Single 7/3 7/3 7/3YES Maximum door height to 16 ft. Professional Engineer seal provided only for 18'-2" 24.7 -27.8 713 713 713 NO verification of wind load construction details, Doom taller than 8`-0'will oe provided with commercial 0� f0• 20'-2" 20.1 -22,4 Single 9/5 9/5 11/5 NO full angle track having brackets and Jamb mounting spaced Is 2•PAN 2a9a SERIES wmv Lonn 10'-2" 31.3 -34.9 S 4!2 3!i 3t1 YES at 12 inches. SECTIONAL DOOR A 12'-2° 31.3 34,9 Singla 5/2 512 512 YES i f f aESION PRESSURE+31,31-34.9 PSP A t4'-2° 31.3 1 -34.9 s 6f3 crz 713 1 YES IMPACT RESISTANT aeAA*anau WL-2000.0194.31-33 sign i eP 3 MI. A This product is designed and sold by PSF, The AHJ or Engineer of Record is responsible for determining the Wrest.. U190 s; uv14 jassiflisn MVS PSF required for any given site. ea�wsYrFp6— jMODUM. Sae Shaet3 1 2 3 4 5 6 7 B t1 2 3 4 5 6 7 8 16 STILES 24e TEK SCREW 16 Ga Galvanized Steal Manufactured by Made Door Co. ENG HINGE 1/4'X 3/4"Hex Washer Head INTERMEDIATE STILE F4 Go Galvanized Steel Self Drilling (3 per Bottom Bracket) 16 Go Galvanized Steel f F 0 PUSH NUT Manufactured by Haas Door Co. 7 46" TEK ° See DETAIL K for push nut 1/4"XC3/4'Hex Washer Head BOTTOM BRACKET a placement, o SeM Dr;Ning {5 per Hinge) 13 Ga Galvanized Steel a 4 0 ADJUSTABLE TOP FIXTURE INTERMEDIATEor1GoHINGE GO NOTE: This screw should PUSH NUT 18 or t4 Go Galvanized Steel 12SCREW o be located below the prepunched 7/16- TEK a o ° 1/4"X 3/4" Hex Washer Head hole and qa through the hinge, See p TAIL K #or push nut Self Drilling (4 per Bracket) o a end stile and skin. edge. placement. TEK 1/4'XCRE Hex Washer Head PUSH NUT BOTTOM SEAL. Self Drilling (4 per Hinge) 7/16" E DETAIL A DETAIL B see DETAIL K for push nut DETAIL C DETAIL D E placement. 3 1/2' x 4" E STRUT 18 Ga 50 KSI Minimum Galvanized Steel i V JAMB BRACKET 'TZ 12 Ga Galvanized Steel oSLIDE LOCK or LOCK BARS 6it o (not required with operator) L_13l" D 1 TEK SCREW 0 —— 1/4" X 3/4"Hex Washer DETAIL K ROLLER BOLT 0 NUT ° a i Head Self Drilling (4 per TEK SCREW 1J4-2G X 5J8"Cartioge Stiae Lock There should be a s ace of Balt k t/4-20 Hex washer } t P El Biometer NyloNominal r 1J4`X 3J4"Hex washer t r+ 1j4" between the railer hub Eleven Boll Nylon or DETAIL E Head Self Drilling (2 per DETAIL F Nut (1 per Jamb Bracket) DETAIL G and the outside edge of the Ten Ball Steel with End & Intermediate Stiles} roller holder which is set by a Minimum Workable the push nut. Shaft Length Shown NOTE: Details on some views omitted for clarity. I Double end stiles and hcrdware may be "1s'tsrifr�;. r ,, r,. ai required on some wider doors. is ,rl� :.. c 00 oaCal htu -FLAG BRACKET NOTE: Door must overlap side jambs a minimum of t' on eoah UU s t•.,,, ;;::. side to meet required wind load. BOLT go 5/15 x 1 SJB"Log east (4 per Flog Bracket). f/'yffft};ttllt\�;` *inPAN 6008 SECTION �l�' OfMinimal 25 Ga Golvantmd Painted Steel of 1" C 13 BOLT& NUT Jahn E Scales, P.E: 1/4-20 X Hex Track Bolt Carr to, Te Drive do 1/4-20 Hex Washer Nut Carrollton, texas 75007 (2 for Horizontal k 2 far norido P.E. # 51737 Verticaf Track) VERTICAL TRACK Professional Engineer seal provided only for 2'Nominal 13 Go Galvanized Steel verification of wind load construction details. E({ WOOD JAMB NSC1�Y'Ft�l: i 5/18 X 1 5/8" Lag Boit& 2" the vertical wood 1°mb fasteners may ler MN 20M SERIES WMO LOAD 1111 0,0. x 7/t6"1,0. flat Washer be counter sunk to provide a flat " " SKBO,NAL DOOR A NOTE: Jamb bracket rnuet be in direct mounting surface. See jamb owoxrnEsst:aE"3l.tra+.srsf A { drywall } attachment details on sheet 3 for DETAIL H IMPACT RESISTANT concoct with the 2z6 Nod all aisowed. sss+elw era.:wt..200o.o144.31a5 IMM z of i KV. n attaching jambs to the structure. yeLrys YT!/pt 4!7714 MAsd� MYS .. cs*rksxgr YOiEL(s): Sea Shoda 1 2 3 4 5 6 7 8 1 2 3 4 1 5 16 7 8 FASTENER TO CONTINUE F PAST HEADER F o E MODEL NUMBERS E MODEL NUMBERS AVAILABLE OPENING HEIGHT 2 X 6 GRADE 2 OR BETTER SOUTHERN PAN C2000 SERIES PINE JAMBS. o SEE CHART FOR WOOD JAMB ATTACHMENT PAN C2400 SERIES TO STRUCTURE. PAN C2500 SERIES PAN C2410&R2410 SERIES MAXIMUM ON D PAN C2460&R2460 SERIES CENTER SPACING D PAN C2461&R2461 SERIES PAN C2471&R2471 SERIES FIRST FASTENER 4'to 10" PAN 02472&R2472 SERIES ABOVE THE FLOOR OPENING PAN C2480&R2480 SERIES WIDTH PAN C2481&112481 SERIES PAN C2482&R2482 SERIES PAN R2560 SERIES C PAN R2561 SERIES J.meM.lena Fane type Mek.am MEQon mr a.��IaIM �,-,};+ f C Emeadmem DYtanoa Spacing on Wed •"-i1'�;;'',.'.�'�.. PAN R2571 SERIES min.2000 PSI Concrete Topoon1/4'w/1`OD-0- 1.75- 2.W COT 21' 443 per Dade 12-0816-W n: PAN R257i SERIES a6n.3000PSICawrew Tpconv4'wi1-OOw.0xv 1,75• 2.50' 4.00' 24' 506 par Dede 12-0816-5E - :`, O•�.I�,j;,> ',+ - PAN R2580 SERIES Wn.4000PSI C—is Tapaon 1a"Wi"OO wither 1.75' 2.50' 4.0(• 244 636 p.r Dade 12-0618-E6 j"1 � PAN R2581 SERIES Swin.mph. 3/84 Lag wt!1re•O0we" 1.60 1.50• 1.W24• 1120 perTD&151e Spot.Pei.Fs 3/11'Lep w/t US'OO—)w 1.60' 1.50` 1.50" 22• 462 per TOS-1616 PAN R2582 SERIES '^tr NOTE:2x6 mounted to the wan m t be Swiliem Phis Grade 2 or bettor. B �► ( B John E Scats., P.E. 3121 Foirgate Drive Carrollton, Texas 75007 Florida P.E. 51737 Professional Engineer seal provided only for verification of wind load construction details. i6'Y PAN 2000 SERIES WIND LOAD A #k— Ki SECTIONAL DOOR DFStUN PRESSURE+31.3/.34.9 PSF A IMPACT RESISTANT ae M4 Me WL-2woa94.3l as Itil3 a 3 Mv. A MMR 4/17/14 Ma711 eP: MVS See SheN 3 lint 1 2 3 4 5 6 7 1 8