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Home My WebLink AboutProduct Approval SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Produt db'p' r (31(„',;' sea:PubiiApproval RECEIVED Cro�JuaI 0.on ]Menu>EL9JU t or AQuhcaGon_&ayt•>A >Application Detail FL# 67D FEB 2 3 2018 Application Type Revision Code Version 2017 ST, Lucie County, Permitting Application Status Approved Comments Archived Product Manufacturer Haas Door Company Address/Phone/Email 320 Sycamore St. FILE COPY 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 FLLbI560 R7 QOl Cert In.__ S£tes2017 s.Pdf Referenced Standard and Year(of Standard) Standard YAW ANSI/DASMA 108 2012 ANSI/DASMA 115 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Created by Independent Third Party:Yes 16660.12 12.PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 18'2"wide R2410,C2411,C2415,C2460, R2460,C2461,R2461,C2471, R2471,C2472,R2472,C2480, R2480,C2481,R2481,C2482, R2482,C2511,R2560, R2561, R2571,R2572,R2580,R2581, R2S82 Limits of Use Installation Instructions Approved for use in HVHZ: No r<,t ll.�.gpt7lemen r FL -s-.Wf Approved for use outside HVHZ:Yes /4 27l r, s.udf Impact Resistant.No Verified By: John E.Scates 51737 Design Pressure: +23.9/-26.7 Created by Independent Third Party:Yes Other:Glazing is an available option for all the Pan Series Evaluation Reports product listed but it does not meet the impact resistant Ai f+.:rliz^pi / pd' requirement for windborne debris regions. Created by Independent Third Party: Yes 16660.13 13. HT 600,700,2000,800,&900 HT Series sectional Steel sandwich type garage door 9'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No t L.z_:oi(,,_R/ iiWjndlj� Inst ll Slji)plement rC FL s.udf Approved for use outside HVHZ:Yes FLI6660 RI__li_Wl_�(�( _(110_ti8.41;Ab.rD__tLof Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure: +41.1/-46.4 Created by Independent Third Party: Yes Other: Evaluation Reports Fl 18660_R7 A[_EvdlRel1t_r75,pdf Created by Independent Third Party:Yes 16660.14 14. HT 600, 700, 2000,800,&900 HT Series sectional Steel sandwich type garage doo 9'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No i_L_1666u f<- ILV LIU( b--5 by f Approved for use outside HVHZ:Yes Fl„I66C,-Q R7_I1_Vyl fiEQQ_0110_:O8.4I.4fL rF Af Impact Resistant:Ye,$ Verified By: John E.Scates 51737 Design Pressure +41.1/-46.4) Created by Independent Third Party: Yes Other:Glazing is an a-VUMWIe option for the 600,700,2000 Evaluation Reports &800 Series product only. R does meet the impact resistant fI 76660_,R7_AE__Ev_>IRUt_r/5.p_& requirement for windborne debris regions.Glazing is not an Created by Independent Third Party: Yes available option for the 900 Series product. 16660.15 15. HT 600, 700, 2000,800,&900 HT Series sectional Steel sandwich type garage door 16'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No �t;ci__Ri 1 VJ n(ltn,In lns �i �lgfnenl_r�Fl_s.urll Approved for use outside HVHZ:Yes F1 61L7 ILALA 99-U94-0L. S:1��.YSLf Impact Resistant:Yes Verified By: John E.Scates 51737 Design Pressure: +31.3/-34.9 Created by Independent Third Party: Yes Other: Evaluation Reports I I i, U; k/ A1.1 rill- lit i Created by Independent Third Party: Yes 16660.16 16. HT 600, 700,2000,800,&900 HT Series sectional Steel sandwich type garage door 16'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ:No P lli26L@P>gLns rS_fl_5d?411 Approved for use outside HVHZ:Yes rF,._Rof 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 Evaluation Reports &800 Series product only. It does meet the impact resistant requirement for windborne debris regions.Glazing is not an Created by Independent Third Party:Yes available option for the 900 Series product. 16660.17 17. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 9'2"wide R2410,C2411,C2415,C2460, R2460,C2461,R2461,C2471, R2471,C2472,R2472,C2480, R2480,C2481,R2481,C2482, R2482,C2511,R2560, R2S61, R2571,R2572, R2580, R2581, R2582 Limits of Use Installation Instructions Approved for use in HVHZ:No fU6660.RI li_W ndLoad 111sta11 �upnlement r�f_L_sl Approved for use outside HVHZ:Yes t;_GO 8711 VVL 7_ll C 01111-4; 46-rD S.Udf Impact Resistant:Yes Verified By: John E.Scates 51737 Created by Independent Third Party:Yes 1 2 3 4 5 6 7 8 NOTE: Track configuration above Door Width 9'-2"Shown the door opening does not affect See chart below for other the wind load rating of the door. F door widths F Top Bledket NOTE: For impact DETAIL A(sheet 2 of 3) resistant lite options Flag Bracket see Sheet 3 of 3. Detail H(sheet 2 of 3) to 00 SINGLE STEEL END STILE 16 Ga Galvanized Steel { E E Door Height Slide Lock or Lock Bars 9 Detail G(sheet 2 of 3) 8'-0"Shown Manual door locks are Jamb Bracket See chart required unless an automatic Detail F sheet 2 of 3 operator is installed. ( ) below for other 60+/-3" door heights D fA 381-+/-3- ' D e r r Bottom Bracket End Hinge Z Strut It Strut Attachment Intennet0ete Hinge 4"+/-3" Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) t Digitally signed by John E.Scates P.E. 10+/-3" Date:2017.09.29 16:15:11-05'00' This product has been evaluated per ANSI/DASMA 108-05 (and —12) for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. C This product has been evaluated per ANSI/DASMA 115-05 (and —12) for large missile impact and cyclic wind Supporting structural elements are to be designed by a registered professional engineer \\11111' / C pressure. for specific wind loads. \\\ //� Model Number Door Total Total#of SlrtAs Jamb NOTICE: \�\ E• SCq j //// HT 60&2_60 SERIES No.of two"°"°"l°^Yes Brktsl These drawings are a supplement to the installation �� Q •�CENjE.FID Height Sections 1Op LBEtld1' Skfe instructions for a standard door and only covers V HT_81&2_61 SERIES °ia"am°^° M those procedures that vory from standard door HT 63&2_63 SERIES 6'-0" 3 4 3 installation. If these specific procedures are not NO.51737 3 followed. the door may not perform as designed. HT 64&2 64SERIES 6'-0" 4 5 ' •;*= HT_70&2_70 SERIES HT 10&2 10 SERIES 6'3" 4 5 3 NOTICE: The lite section of this door may be replaced with i STATE OF 4r ZZ HT_71&2_71 SERIES HT 12&2 12 SERIES 6'3' 4 5 4 .� o section with another lite style or a solid section. HT 80&2_80 SERIES HT_72It 2_72 SERIES HT_14&2_14 SERIES 6'-9' 4 5 4 In either case the strut and stile configuration % ��' �e ►•%�� HT 81 It L81 SERIES HT-7 It 273 SERIES HT-16&2-6 SERIES B HT_82&2_82 SERIES HT 74&2_74 SERIES HT_32&2_32 SERIES T 3" 4 5 4 should CE amain the same. /�S$/�NAO�?O B Only one lite section per door is permitted. The HT_90&2_90 SERIES HIT amSERIESwioLRESHT_33&2_33SERIES 7'4r 4 5 4 lite section can be used anywhere except for the 11j111, Door WkNhs De' n Pressures End Gaoler Center Center Impel T3" 5 6 4 bottom section. If the lite section is not the top John L Scates. Up To + - Backers Stlles H Stiles HI Stiles HI Resistant section then the struts must be located as shown T-9" 4 5 4 2560 King Arthur Blvd. Ste 124-54 8'-2" 41.1" •46.4'• Single 1 1 1 1 1 1 YES r-9" 5 6 4 i^ the STRUT CONFIGURATION on page 3 of 3. Lewisville. Texas 75056 9'-2• 41.1" 46.4'" Single 1 1 1 1 1 1 YES v4r 4 5 4 IMPACT RESISTANT Florida P.E. N 51737 This product is available in narrower sizes with the some PSF and constructed as shown. 8'-D" 5 6 4 Professional Engineer seal provided only for This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the Maximum section height is 24 in. FL#16660.14 verification of wind load construction details. PSF reou;-d for ony given site_ Maximum door height is 16 ft. BEE6M1fOM1 •*Design pressures for doors with Standard tiles are limited to+40.0'-45.0. All doors, even those above the tested 9'2"HT 600.701).2000&Soo SERIES wa.ITES&x7900 A height. are available with lamb brackets SERIESWITH UT I E5 WIND LOAD SEMONAL DOOR Aor commercial full angle. The maximumspacing of the jamb brackets/track clips UWWeeD.:WL-0600-0110-MA 1461.Mir.should be maintained. 1P. Mite!916114 eMreeE MVS MOOEL(I : See Sheet 3 2 3 4 5 6 8 1 2 3 4 5 6 7 8 PUSH NUT .3w PUSH NUT 7/16" 24 END HINGE TEK SCREW 7/16" See DETAIL K for push nut 14 Go Galvanized Steel 1/4' X 3/4" Hex Washer Head F placement. ° See DETAIL K for push nut placement. Self Drilling (3 per Bottom Bracket) F � ° ADJUSTABLE TOP FIXTURE TEK SCREW °A0 BOTTOM BRACKET 12 Go 1/4" X 3/4' Hex Washer Head TEK SCREW 0 ® 13 Go Galvanized Steel Self Drilling (2 per Brocket) 1/4" X 3/4" Hex Washer Head ® TEK SCREW Self Drilling (6 per Hinge) PUSH NUT ° 1/4' X 3/4" Hex Washer Head [oS 7/16' Self Drilling4 LOW HEADROOM TOP ( per Bracket) BRACKET PUSH NUT See DETAIL K for push nut 7/16- placement. See DETAIL K for push nut DETAIL ALOW HEADROOM DETAIL B placement. DETAIL C BOTTOM SEAL E TOP BRACKET E 24w 2 1/4" x 2 3/4" E STRUT 18 Go 70 KSI Minimum INTERMEDIATE HINGE Galvanized Steel 78 or 14 Go Galvanized Steel JAMB BRACKET C +i�intermeclicte TEK SCREW � �24" 'T 72 Ga Galvonized Steel SLIDE LOCK or LOCK BARS 1/4' X 3/4' Hex Washer Head --_ o (not required with operator) Self Drilling (4 per Hinge) a_-_ ___ ° TEK SCREW OTE: The location of the _ 1/4" x 3/4" Hex Washer D hinges i5 24w BOLT & NUT Head Self Drilling (4 perD dicated by the toggle TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock) lock dimples at the top of 1/4" X 3/4' Hex Washer Bolt & 1/4-20 Hex Washer DETAIL D each section. DETAIL E Head Self Drilling r per End DETAIL F "°t (, per Jamb Bracket) DETAIL G Stile & 2 per Intermediate Stile) WITH AND WITHOUT BRACE Oa Oa 0 o NOTE: Details on some views omitted for clarity. 0 0 0 0 0 o Double end Stiles and end hardware may be a � o 0 o required on wider or heavier doors. � ,Q C ° \ / a MaximumT E. S��p`I'�-�ewaC'�rF�4 RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 1/2FLAG BRACKET �� '�'� �•,s COMMERCIAL For Standard. Hi h For Standard, High For Low Headroom & Vertical Lift g & Vertical Lifte DETAIL K CDC,00 0 No.SIT37 •� With 2" Track and With 2" Track and With 3" Track and There should be a space of BOLT Single End Stiles Single End Stiles Single End Stiles maximum 1/2" between the 0 5/16 X 1 5/8" Log Bolt ALTERNATE BOTTOM BRACKETS roller hub and the outside 0 (4 per Flag Bracket). errs STATE edge of the roller holder ��. ?� NOTE: The bottom bracket tested (shown in DETAIL C1 is the lightest bracket available. Which is set by the push DD BOLT & NUT // ./�••!�(pR�Ct:'��\ B nut. 1/4-20 X 5/8" Track Bolt ///�Sg�ONALE��\ e 1 3/8". 1 3/4'. 2"&3' ( 7or Horizontal Hex Washer Nut /�//1111ii1\\\\\ (2 for Horizontal & 2 for Min. POLYURETHANE FILLED DOOR SECTION Min, n Vertical Track) John E Seater, P.E. of I" Minimal 26 Go Galvanized Pointed Steel Skins of 1" IIIIF-�4� —J 2560 King Arthur Blvd. Ste 124-54 r _ Lewisville, Texas 75056 3� IMPACT RESISTANT Florida P.E. N 517377 714 2' FL#16660.14 Professional Engineer seal provided only for ROLLERverification of wind load construction details. BOLT WASHER VERTICAL TRACK - 2"Nominal - DESCRIPTIM: 5/16'x 1 5/8"Log Bolt &2"O.D. 13 Go Galvanized Steel tested. WOOD JAMB . 7/76'LD. Flat Washer 3'Nominal 13 Go is also The verticil wood jamb 2" Diu' nal 9'2"HT600,7M,200D&BODSERIESWRJ ES&HT90D A NOTE: Jamb bracket must be in approved as an alternate. fasteners may be counter sunk Eleven (fall Nylon or DETAIL H SERIES W[IHOUT LPESSURE LOAD6.4 PSF NAL DOOR A to provide a flat mounting Ten Ball Steel with a DESIGN PRESSURE�41.V�6.4 PSF direct contact with the 2x6(No g drywau allowed). surface. See jamb attachment Minimum Workable BUt/IM RL•WL-0600UI1P08-ita6l fYlEC 2M3 RN.F NOTE: The flat washer is not required details on sheet 3 for attaching Shaft Len th Shawn. nssrssw oft NNI4 RMUNP MVS Iangle mount. jambs to the structure. g � NOOEL(SY See Street 3 1 2 3 4 5 6 7 8 11 2 3 4 5 6 7 8 FASTENER TO PAST HEADER CONTINUE MODEL NUMBERS AND IMPACT LITE OPTIONS LITE OPTIONS AVAILABLE F F MODEL NUMBERS CARRWE Rµp1 STANaARD Cow+EacPL RCI6L AVAILABLE > 24 x 12 24 x 6 2 X 6 GRADE 2 OR BETTER SOUTHERN WOOD JAMB ATTACHMENT HT 14&2 14 SERIES PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT Building Mhm Mmlmum Mmlmvm—C. aaN66I. HT_16 8 2_16 SERIES TO BUILDING STRUCTURE. Structure Fastener Type Embeemerx Dery s W qr Sp cp TLwe HT_32&2_32 SERIES HT 33&2 33 SERIES Min.2500 PSI to Tapcon+ PLUS) 2' 2.50' 5.00" 24' 551 4000 PSI Concrete 1/4'w/1'O washer HT_10&2 10SERIES X X X" 316'Le w/ HT 12&2 12 SERIES Southern Pine 1 1/6'OD washer 1.50' 1.50' 1.50' 24' 820 — OPENING OPENING HT_60&2_60 SERIES X HEIGHT WIDTH Spnlce Pine R 318'Law/ 1.50' 1.50' 1.50' 24' 482 HT 61&261 SERIES X E 1 18'OD washer HT 83&2_63 SERIES X E MAXIMUM ON NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or beller. HT 64&2 64 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_80 SERIES X" HT 81&2_81 SERIES X- D HT 82&2_82 SERIES X" D HT_9D&2_90 SERIES X" HT 9DO SERIES WIO LTTES 381YI 3811V 1738' x1217 x101/4' x10318 _ L11E DAY LIGHT OPENING(OLD)-WOE x TAIL SEC ION NOTE:ALL LITES CONSIST OF INSIDE AND OUTSIDE ALUMINUM FRAMES AND A LEXAN INSERT WITH MACHINED GROVES. LIE L "STANDARD LITES ARE ONLY AVAILABLE AT+40.0145.0 DESIGN PRESSURES. SEC 1 ION SEC I ION CC \��\\\I11 I I11I///// SE ION SE ION SELIE LIEL IOW SE ION \\IE 2: 7 L11E �\\�0�, GfiNd�c', ��/i No.51737 LIE LIE LIE LIE LIE t %* — SEC ION SE ION SEC I ION SEC I ION SEC I ION U STATE OF Giy` -P p0 FLORL01. N��\� B LIE z LIE LIE UE LIE LIE -- - ION SE ION SE ION SE ION SE ION SE ION _ ��i�SS/C - S B 41- Jon, L cctes, 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. # 51737 FL#16660.14 Professional Engineer seal provided only for verification of wind load construction details. !E=CRBTIOIk V 2"FIT 600,700,2000&800 SERIES W/LITES&HT 900 SERIES WITHOUT LITES WIND LOAD SECTIONAL DOOR A 3 SECTIDaS 4 SECTIONS 5 SECTIONS 4 SECTIONS 5 SECTIONS 5 SECTIONS 8 SECTIONS 6 SECTIONS 8 SECTIONS 7 SECTIONS 7 SECTIONS 7 SECTIONS 7 SECTIONS 8 SECTIONS 8 SECTIONS 8 SECTIONS 8 SECTIONS 8 SECTIONS DESIGN PRESSURE 441.1/46.4PSF A WITH LITE SECTION AT TOP WITH LITE SECTION ANYWHERE EXCEPT THE TOP AND BOTTOM SECTION NArIM 11/0.w1,06060I104844146L IiIIEO.3W3 Tom. F R614 �� Nvs STRUT CONFIGURATION YlElll Do~"I�P7 MO111UM See shed 3 1 2 3 4 5 6 8 1rL