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Home My WebLink AboutProduct Approval, garage door I i 7/2412019_ Florida Building Code Online RG �� s�P �A ,- - ;�� .ate" �r � •�� ti� �` •+e(.+�i _ �a� t pry '-+�`,� t °z.. '� k. �*-� k' � sr� � .s- �"�•4k"� ��. �� h�"a� �'i ,'m" •. SCIS Home j Log In 4 user Registration } Hot Topics Submit Surcharge ! Stats&Facts Publications ( Contact Us SCIS Site Map Linksj Search i �VZ 'Product A Or ��- pproval FUSER:Public User I Product Approval Menu>Product orApplication Search>Application List> catr Detail - a ,a FL# L16660-R Application Type R "sion Code Version2017 ��' Application Status ved M Comments ArchivedS i 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 I Subcategory Sectional Exterior Door Assemblies Ft Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida -} Professional Engineer I Evaluation Report-Hardcopy Received x_.>. Florida Engineer or Architect Name who developed the John E. Scates Evaluation Repoli Florida License PE-51737 •R, '. Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Kurt Dietrich PE Validation Checklist- Hardcopy Received Certificate of Independence FL16660 R10 COI Cert of Ind Scates2018 s.pdf t Referenced Standard and Year(of Standard) Standard Year1 ANSI/DASMA 108 2012 ANSI/DASMA 108 20171 ' ANSI/DASMA 115 2017, ANSI/DASMA 115 2012 _ •_��; `� TAS 201 1994' TAS 202 1994, Aw" TAS 203 1994 w4 Equivalence of Product Standards } Certified By https://flaridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e4gonT4z%2fE8EyDECv%2flYShVMnWoYlOPYgA%3d%3c 1/5 7/24/2019 Florida Building Code Online 71 Approved for use in HVHZ: No FL16660 R10 II WL-0600-0194-08-24-27L-RevH s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes 3 Design Pressure: +23.9/-26.7 Evaluation Reports Y a Other: Glazing is an available option for the 600,700, 2000, FL16660 RIO AE EvalRept HT r10 s.pdf 800&American Tradition 900 Series product but it does not Created by Independent Third Party: Yes t meet the impact resistant requirement for windborne debris regions x � 3 166D 14' 14 HT 600,70Q,2000,&8pQ 5enes HT Series sectional Steel sandwich type_garage door S6 2'- w+de Limas of.,Use----. Installation Instruc#ions „ Approvefor use in HVHZ No FL16'660 R10= II WL 0600 0194 30 33 RevE.s:ptlf 1 Approved for use outside AVHZ 'Yes VenfedBy,john f States 51737 � �� Impact l2esistan# Yes Created by Indepentlent Third Party Yes - �1£ Design Pressure +3D 0/ 33 9 Evaluation Reports NIN Other FL16660 R10 AE EvalRept HT r10 s Rdf ��°�3 „ _ _ ;Crea#etl by Independent Third Party Yes _ 16660.15 15. HT 600, 700, 2000 800, & HT Series sectional Steel sandwich type garage door 167"wide American Tradition 900 Series Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 RIO II WL-0600-0194-08-31-35-RevE s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 - Impact Resistant:Yes Created by Independent Third Party: Yes q Design Pressure:+31.3/-34.9 Evaluation Reports _ Other: FL16660 R10 AE EvalRept HT r10 s.pdf Created by Independent Third PartyYes �� .16660 16-_ 16 HT 600 `700 2000, 800;& _ HT Serres sectional Steel sandwich typegarage o0 16 2:w American Txadition;900 Series k Limas of Use ApproveInstallatwnInstructions 600 61943df08 RW1-35L RevHs ptlf useApodfoutsideHVHeor Vrified 8y John E Scates 51737 s � : F Impact Resistant Yes _ Created by IndependentThird Party Yes Design Pr1 3J=34 9 essu Evaluation Reports ; r Other GTaz:n auadabl to for the 600,700,2000& FL16660 R10 AE EvalRept HT r10 s pdf m American Tradition 9Q cries It does meet the impact Created by IndependentThird:Party Yes resistant regwrement for windborne debris regions Glazing is `� - not an aJailable option for,the800 Series product r V-0.f 16660.17 17. HT 600, 700, 2000, 800, & HT Series sectional Steel sandwich type garage door 16'2" wide ,. American Tradition 900 Series r Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 RIO II WL-0600-0194-08-37-42-RevF s.pdf z*; Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant:Yes Created by Independent Third Party: Yes ` Design Pressure:+37.4/-41.7 Evaluation Reports £ � Other: FL16660 R10 AE EvalRept HT r10 s•pdf rit Created by Independent Third Party: Yes 16660 18 18 HT b00, 5.-2iJOQ,&800 Senes f�T Series sectional Steel santlwlch type garage door 16 2' wide `� l mits of Use Installation Instruc#tons Approved for use in HVHZ No FL16660 R10 iI WL 0600 0194 08 38>42L RevH s pdf ,Approved for use outside HVHZ Yes Venfi,ed By. )ohn E Scates 51737 Impact Resistant. Yes Created by Independent Third Party Yes P � Design Ptessure:,+38 0/42 0 ? •; Evaluation Re orfs r � :�,� Other, Glazing is an available option-for the6Q0 700&2000- FL16660 RSO°AE EvalRept HT r10 s 1� Series profuct gnly It does meet the impact resistant; Createtl by Inclependeft Third Party Yes requirement for wtndborne clebns regions G)azmg is riot an = _ available o tion fo�the 8Q0``Serres 'rotluct P p.: 16660.19 19. HT 600, 700&2000 Series HT Series sectional Steel sandwich type garage door 16'2"wide Limas of Use Installation Instructions Approved for use in HVHZ: No FL16660 R10 II WL-0600-0194-08-38-42L1-Rev- s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 x „r Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +38.0/-42.0 Evaluation Reports Other:Glazing is an available option for the 600, 700&2000 FL16660 RIO AE EvalRept HT r10 s.pdf Series. It does meet the impact resistant requirement for Created by Independent Third Party: Yes windborne debris regions. ;, 16680 20` 2Q HT 600 700;2x00 800; & H7 Series sectional Steel sandwich type garage door 18 2':wide< American Tradition=.900 Series � � - �� Umits of Use Installation Instructions �} * Approved for use 1n HVHZ No FL1666U R10 II WL 0600 0218 08 20 23L RevE s pis r f Approved for use outside HVHZ Yes Verified By )ohn E Scates 51737 https:/tfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgsHepng4%2fS6e4gonT4z°/02fE8EyDECv%2flYShVMnWoYlOPYgA%3d%3d 4/5 6— --- — 7- - --- - -- -8 Door Width 16'-2"Shown NOTE: Track configuration above the door opening does not affect See chart below for other the wind load rating of the door. F door widths F Top Bracket Strut&Strut Attachment NOTE: Forimpact resistant lite options Flag Bracket DETAIL A(sheet 2 of 3) Detail J(sheet2 of 3) see Sheet 3 of 3. .. ....._. .... Detail H(sheet 2 of 3) t �j�� 16 Ga STEELEND dSteel STILE /�// 16 Ga Galvanized Steel E Jamb Bracket E Detail F(sheet 2 of 3) Door Height Slide Lock or Lock Bars 8'-0"Shown Detail G(sheet 2 of 3) Manual door locks ore See Chart required unless on automatic t t' operator is installed. below for other g "+!-3" door heights 541"+1-3" D t t t 384"+!-3" D 22} +1-3" Bottom Bracket End Hinge Strut&Strut 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) 10"+/-3" Digitally signed bK John E.Scates P.E. C This product hos been evaluated per ANSI/DASMA 108 for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. Date:2018.08.16;09:58:31-05'00' C Supporting This product has been evaluated per ANSI/DASMA 115 for large missile impact and cyclic wind pressure. Suppf structural elements are to be designed by o registered professional engineer for specific wind loads. // Model Number Total Total#of 8 nits Jamb NOTICE: \��,��1 E• 8 �// NDoor o of M'^"^rm Qa�ta" g*� These drawings area supplement to the instolbt on `�\`--nnom- '�ENa&-. //j ., HT 60&2 60 SERIES He ght w . instructions for a standard door and only covers HT 61&2_61 SERIES Sections wmummm" nn Side y ,� •�' 6'-0" 3 5 5 those procedures that vary from standard door HT 63&:i-63 SERIES installation. If these specific procedures ore not - .N6.0737 HT 64&2 64 SERIES 6'-0" 4 6 5 followed, the door may not perform as designed. HT-70&2 6'-3" 4 6 5 NOTICE: _ 70 SERIES HT 10 8 2 10 SERIES The lite section of this door may be replaced with o p i OF HT_71&2 71 SERIES HT_12&2 12 SERIES 6'-6° 4 6 6 :4 STATE section With another lite style or a solid section, In .rj HT 80&280 SERIES HT 72&2 72 SERIES HT 14&2 14SERIES 6'-9" 4 6 6 either case the strut and stile configuration should �p0 �. �a\\,, HT_81&2 81 SERIES HT_73&2 73 SERIES HT 16&2 16 SERIES T-0" 4 6 6 remain the some. //* ml?..�0\\ B NOTICE: HT_82&2_82 SERIES HT_74&2-74 SERIES HT_32&2_32 SERIES 7'-3" 4 .6 8 \\ B Only one fi // IONAL lite section per door is permitted. The lite - HT_90&2 90 SERIES 233 33SERIE T-6° 4 6 6 section can be used anywhere except for the bottom:.. Door Widths Desi n Pressures End Center Center Center Impact T-6" 5 8 6 section. If the lite section is not the top sectionJohn E Scates, P.E. Up To +p - sf Backers Stiles Hinges Stiles Hin es Stiles Hinges Resistant T_g" 4 6 6 then the struts must be located as shown in the 2560 King Arthur Blvd. Ste 124-54 1lY-Y 31.3 -34.9 Single 2 2 1 1 2 2 YES 7�_g^ 5 g 6 STRUT CONFIGURATION on page 3 of 3. Lewisville, Texas 75056 17-Y 31.3 9 Single 2 2 2 2 2 2 YES 8'_0^ 4 6 8 IMPACT RESISTANT Florida P.E. # 51737 14'-2" 31.3 -34.9 Single 3 1 3 2 2 3 3 YES 8'-0" 5 8 6 16'-2• 31.3 -34.9 Single 33 3 3 3 3 YES FL$/16660.16 Professional Engineer seal provided only for Maximum section height is 24 in. verification of wind load construction details. This product is available in narrower sizes with the some PSF and constructed as shown. Maximum door height is 16 ft. This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the t62,'CRIP ION:0&AM.TRAa 90"SPAIES WdMPAR ftF5L5TAA'T PSF required for any given site. All doors, even those above the tested height, are available - 62'1nLITES& .7W.k65w1Tv. IlilS SUIES WIIMP O"ALUOUR A with jamb brackets or commercial full angle. The maximum �. DESIGN IM711TBE+JLP-,%DStC34.9 PSF A spacing of the jamb brackeis/track clips should be maintained. -d o1 1111IM -WL-0600-01940-31 5YIIEv. It to . 11AMSri/]B a cvFr parr " yr,gaz.0 MODEL(S): SaeShee13 SHEET:IOF3 1 2 3 4 5 6 7 8 l� �I 1 2 3 4 5 6 7 8 PUSH NUT PUSH NUT 231 7/16" See5DETAIL K for push nut 4F7/16- D HINGE TEK SCREW IF o See DETAIL K for push nut placement. Ga Galvanized steel 1/4" X 3/4" Hex Washer Head F placement. Self Drilling (3 per Bottom Bracket) ADJUSTABLE TOP FIXTURE + TEK SCREW BOTTOM BRACKET 12 Go I1/4" X 3/4" Hex Washer Head ® 13 Go Galvanized Steel Self Drilling (2•per Bracket) TEK SCREW0a TEK SCREW (� 1/4" X 3/4" Hex Washer Head PUSH NUT 1/4" X 3/4" Hex Washer Head 8 Self Drilling (6 per Hinge) 7 16" Self Drilling (4 per Bracket) UU LOW HEADROOM TOP /BRACKET PUSH NUT See TAI for push nut placement- See DETAIL K for push t BOTTOM SEAL DETAIL A LOW HEADROOM DETAIL B placement. DETAIL Cnu E E TOP BRACKET 2TNC 11NTERMEDIATE HINGE 3 1/2" x 4" E STRUT SLIDE LOCK or 8 or 14 Go Galvanized 18 Go 50 KSI Minimum teel Galvanized Steel JAMB BRACKET LOCK BARS r� 12 Go Galvanized (not required With Maximum TEK SCREW I 4" Steel operator) 1/4" X 3/4" Hex ° 1/211 Washer Head Self 32° a a DETAIL K Drilling (4 per Hinge) BOLT & NUT There should be a DTE: The location of 1/4-20 X 5/8'• space of maximum e intermediate h4 in es Carriage Bolt & TEK SCREW 1/2' between the roller D indicated b the gTEK SCREW 1/4-20 Hex Washer 1/4" x 3/4" Hex Washer hub and the outside Y 1/4" X 3/4" Hex Washer 1/ 1 per Jamb Bracket Head Self Drilling (4 per edge of the roller DETAIL D .thegtop°of ea h sec,on- DETAIL E Head Self Drilling (2 per DETAIL F ( p ) DETAIL G Slide Lock) holder which is set by End & Intermediate Stiles) the push nut. oa ooaa8 FLAG BRACKET NOTE: Details on some views omitted WIDE AND 2 1/4" x 2 3/4" E STRUT BOLT for clarity. WITHOUT BRACE Do ao 18 Go 70 KSI Minimum ° 5/16 X 1 5/8" Lo Bolt D o _ Galvanized Steel Q (4 per Flag Bracket)- hardwarenmay be andes end on ° f�24° QQ BOLT & NUT wider or heavier doors. C C ao 0o d6 ° a 1/4-20 —205/8" Track `\ t)��,I3II �4 o Bolt & 1/4-20 Hex p Washer Nut (2 for Horizontal \\\ �1.E' CAfti ,/� RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL & 2 for Vertical Track} F COMMERCIAL For Standard, High For Standard, High �n :�. �� ' ✓ For•.Low Headroom & Vertical Lift g & Vertical Lifte 24 _� N0.51737 With 2" Track and With 2" Track and With 3" Trock and TEK SCREW (}� L� _ *S Single End Stiles Single End Stiles Single End Stiles �_ 0•� STA{EOF: DETAIL J 1/4" X 3/4" Hex Washer Head Self rilling (1 per End } ROLLER 2� �� Stile & 2 per Intermediate Stile B DETAIL H 2" Diameter Nominol Eleven �ZVI IONA`.{��N B Ball Nylon or Ten Ball Steel Owith a Minimum Workable Min. 1 3/8", 1 3/4",2"&3" Min John E Scales, P.E. POLYURETHANE FILLED DOOR SECTION Shaft Length Shown. 2560 King Arthur Blvd. Ste 124-54 o a °f 1" Minimal 26 Go Galvanized Painted Steel Skins °f 1" Lewisville, Texas 75056 LEDa a a IMPACT RESISTANT Florida P.E. H 51737 a o o FL#16660.16 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 VERTICAL TRACK — 2"Nominal „c" DESCRIPTION; 5/16"X 1 5/8"Log Bolt&2"O.D. 13 Go Golvanized Slee]tested. WOOD JAMB :,,' Vertical Lift With 3" Track 3" Trock and Double <s� IB^HTQ0,M2000&AM.TRAD,900 SERIES WIMPACTRESISTA x TE: I.D.Dbra Washer 3"Nominal 13 Ga is also The vertical wood comb nn LITIS&M SERIES WIT110"IJTES wIND LOAD SEMONAL DDOR A A and Double End Stiles End Stiles NOTE: Jamb bracket must be in approved as on alternate. tos provide may be counter sunk T' 9h DESIGN PRESSUIPE+31.1-34.9 P6F ALTERNATE BOTTOM BRACKETS direct aantwed)with the 2x6(No to provide a tilt mounting rywall al]owod. surface. See arab attachment '�"� RRAWROfffi:WL-0600-0194-08-31-35L RFV. Ii NOTE:The bottom bracket tested(shown in DETAIL is the lightest bracket NOTE:The flat washer isnotrequired details on sheet 3 for attaching 3214 me DRAWN".. MVS DATEDRAWIt RrI114 AEILVATE Sa/IR °volloblo. for angle mount. jambs to the structure. p®yIft.asst 0 WON M. MODEL(S): See Shcet3 SHEEP 2 OF Id 1 2 3 4 5 6 7 B - -- -- 1--- ---- - —2 - _- 3 ---- ---- 4— _-- - - -5-- -- ---6 ----- ---�- --- 8 FASPASTENER TO HEADER CONTINUE MODEL NUMBERS AND IMPACT LITE OPTIONS LITE OPTIONS AVAILABLE F MODEL NUMBERS CARRIAGE RANCH STANDARD W apAN15tC AMER ICIW F AVAILABLE HOUSE 24x12 taxa TRADITION 2 X 6 GRADE 2 OR BETTER SOUTHERN WOOD JAMB ATTACHMENT HT_14&2_14 SERIES PINE JAMBS- Mkft—Mnnnere Mawram Allowable HT 16&2 16 SERIES SEE CHART FOR WOOD JAMB ATTACHMENT Building Structure Fastener Type EmSm�elx D�m�'rra sPaeece�p sic Tension HT 32&2 32 SERIES TO BUILDING STRUCTURE. _ _ Min.2500 PSI to Tapmn+((PLUS) 2• 2,50' 5.00' 24' 551 HT 33&2_33 SERIES 4000 PSI Concrete 1l4'wl 1'OD washer HT_10&2 1 OSERIES X X X Southern Pine 3/8'Lag w/ 1,50' 1,50' 1.50' 24' 620 HT 12&2_12 SERIES 1 Ila,OD washer OPENING OPENING HT 60$2_60 SERIES X HEIGHT WIDTH Spruce Pine Flr �La91'+/ 1.50' 1.50• 1.50' 24' 482 HT_61&2_61 SERIES X 1 1l8.OD washer E HT 63&2_63 SERIES X E MAXIMUM ON NOTE:2X6 mounted to the well must be Southern Phe Grade 2 or better. HT 64&264 SERIES X CENTER SPACING - HT 70$2_70 SERIES X HT 71&2 71 SERIES X FIRST FASTENER 4*to 10° HT 72&2 72 SERIES X ABOVE THE FLOOR - HT 73$2_73 SERIES X HT_74&2 74 SERIES X HT 80&2 90 SERIES X - HT 81&281 SERIES X HT 82&2L_82 SERIES X HT_90&2_90 SERIES X Ammlten Tlmibn®O sEPoE9 X 381/2' 38112' 171/2n 14' 393 x1211T x10VY x10117 x151/7 LIE DAY LIGHT OPENING(DLO)-WIDE xTALL SEC'ION NOTE:ALL LITES CONSIST OF INSIDE AND OUTSIDE ALUMINUM FRAMES AND A POLYCARBONATE INSERT WITH MACHINED GROVES. NOTE: IMPACT LITES NOT AVAILABLE IN 800 SERIES DOORS. LIE LIE SEC I ION SEC I ION NN 6\\\�UIIIIIrLIE LIEI/I/_ SE ON SE ION SE ON SE ON LIE LIE `*�O yGE a&�8/��„ No.5173. LIE LIE LIE L E LIE '1T 1 * 0 SECION SE ION SE ION SE ION SE ION '$TATEOF 16, PLOAQ B SELIE LIE LIE LIE LIE LIE ON SE ON SE ON SE ON SE ON SE ON /, S�I►OIII O ```` B John E Scales, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florido P.E. H 51737 FL#16660.16 Profes5ionol Engineer seal provided only for verificotion of wind load construction details. DESCRIPTION: IBTIn'6W,100,:000&AM.TM69095FJUE5 WAMPn RFAti T y LITL3Sd005ERn:5 WIDIOIR NTES WIND LOAU SERx)NAL DaOR A r.. I♦ DESIGN PRESSURIE+713/-34.9PSF A 3 SECTIONS 4 SECTIONS 5 SECTIONS 4 SECTIONS S SECTIONS 5 SECTIONS S SECTIONS B SECTIONS 6 SECTIONS 7 SECTIONS 7 SECTIONS 'SECTIONS T—noNS B SECTIONS B SECTIONS B SECTIONS 859 B SECTIONS WITH LITE SECTION AT TOP WITH LITE SECTION ANYWHERE EXCEPT THE TOP AND BOTTOM SECTION DumNa Rm WL-0600-0194-OS-31-35L nEv. R STRUT CONFIGURATION 3".,...a oswwxtc Mvs DITEDaIxm w7n4 eEv.wle sane r=�..Imn aa1 MODEL(S): See Shea 3 SNEET:3 OP 3 � 4).yP4M L14 1 2 3 4 5 6 7 8