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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORSFlorida Building Code Online;. Page 2 of 2 Product Approval Method Methodl Option.A Date Submitted 07/15/2015 Date Validated '... :. 07/15/2015 . Date Pending FBC Approval' ' Date Approved .07/27/2015 Summary of Products.' ' FL # Model; Number. or Name Description 4553:1. Swinging.Hollow Metal Doorand ". Severe Windstonn.Resistant Door and Frame Frame. Product Limits of Use .Approved for use in HVHZ:-Yes. " Approved for use outside HVHZ:'Yes •Impact•Resistant: Yes Design Pressure:, N/A Other: -Design Pressure •varie§Iby size &.application., Inswing and'outswing, singles.and "pairs of hollow metal : doors and frame's as listed with Un,'derivriters Laboratories. Ceiti£cation Agency'Certiflcate `FL4553 R10 C CAC'FL4553-R6-CAC-FBCOALetferUL.odf FL4553 R10 C CAC ZHCW:R27575.Ddf. FL4553' 1110 C CAC ZHCW:R27576:pdf Quality Assurance Contract Expiration' Date 12/31/2017 - , Installation Instructions FL4553 R10 II UL Door Installation -Instructions FL4553'R10 II UL Frame Installation Instructions Rl.odf Reference guide, information; ZHCW.k27575 for doors and ZHDL.R27576 for frames. See UL Frame Installation FL4553 R10' II Windstorm Label Door:Ddf'.. ' Instructions for water infiltration requirements:' '. FL4553 RIO II'Windstorm Label Frame.Ddf Verified By: UL LLC Created -by Independent Third .Party:. Evaluation Reports. • 'Created:byIndependent'Third_Party- Contact Us ;: 1940 North Monroe Street. Tallahassee FL 82399 Phone: 850-407-1824 : , The State of Florida Is an AA/EEO employer., Copyright 2007-2013'State'o_f_Fl6rida. a Privacy Statement :: AccessibilityStatement.::; Refund Statement . - - ' _ Under Florida law, email addresses are public records. If.you do not want your a -.mall address released in response to a public -records request, do not send electronic.mall 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.lf - - they have one. The emalls'proofficialvided 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 here . - .. Product Approval Accepts: - • ®:� �Aim . sccunt N :. ' W' i,ndstorm :Fi ame. Installation- Instructions.. F ors Use 'With .FLU 45$3. OPTIONAL 4' FACE FRAME HEAD .. - - .. .. •. 11 II.. :. OPTIONAL ... II IL. �.A H RDWARE' -..ti OR HM - SINGLE. SWING:. .. MULLION' .I DOUBLE .SWING 3070 .f 100 PSF. MAK DESIGN. .. .. . 8080 'MAX: �' • ' • f 70 ;PSF MAX: DESIGN LOAD 4"• MIN.%14" MAX: DEPTH.' ' ,4080 4" MIN./1'4". MAX.DEPTH... .16'.CA. •MIN. ' 16 GA. MIN.. KD' OR. WELDED (12; GA: WELDED).. KID OR. WELDED (12. GA: WELDED) DESIGN LOAD +/-70. PSF . . IMPACT RATING..=- 350 'Fr—LBF• IMPACT RATING '_ 350' FF=LBF: ANCHORS &,METHOD:OF ATTACHMENT i I. ANCHOR TYPE: *LOCATION EO - PIPE:& SLEEVE (BUTTERFLY UP TO.3070.MAX.)_ ': 12"'MAX: FROM EACH WOOD 'BUCK END' &.19"' D.C., 3/8". X:6" LAG:.SCREW EO = PIPE "&.SLEEVE (BUTTERFLY.UP TO'3070-MAK) 1 -" MAX:.FROM.EACH - MASONRY BUCK," END &:19". O.C. '.. 3/8" X 6": EXPANSION- SHELL' •' . MASONRY ''T" �— GROUTED 16" _ .24" O.C. (Head: 3/8"' x 6" Expansion Shelly, GROUT ' JOINTS .. WIRE. MASONRY - GROUTED 24°. O.C. (Head:. 3/8":x 6"'Expansion Shell) ® GROUT. JOINTS •, WOOD. STUD le . METAL: STUD 6"; &-EQUAL.=.21" MAX.' .(NO FLOOR'ANCHORS)- FOR INTERMEDIATE SPACES Poured- In' - Place Wall- NA. Trio & Trio-E; Opening !*Sizes Over 6070 Pairs - 'LOCATION .".' Jamb:1-2"Max. From- Each End•'&.19""O.C. 6'Head::.(4) Total'Req'd; 9" Max, From:Centerline of'. Head,.9" Max, from .Each Hinge Jamb 0 Jamb:12"Max:. From Each 'End' & 19" O.C. 0.Head:"(4) Total Redd, 9".. Max: From Centerline •of ' Heed, 9" -Max., from EacF. Hinge• Jamb Jamb:,16"-24". O.C:®.Grout'•Joints . * Head: (4)' Totol' Req'd;.'9':-Max: from Centerline' of: Head,. 9"' Max. From. - Each• Hinge Jamb.. Jamb:18"-24" O.C.® 'Grout Joints 'Head:' -(4) Tot'al Req'a, 97'M6x. from Centerline. df:'Head,- 9". Max. From Each" Hinge Jamb. ® Jamb:6"; 6" & Equal=21." Max. for Intermediate 'Spaces.. ® Head: (4) Total'Req d; 611' Max. • From, Centerline of . Head, . 6".Max from Each Hinge. Jamb NA-:. . /iMABL.OY Windstorm Frame: Installation, Instructions For Use With A.4553 :. ASSAAABLPY i Windstorm =Frame. Installa .0ii Instructions For Use With .FL 4553 .*ANCHORS & METHOD OF ATTACHMENT ANCHOR :TYPE #LOCATION EO• - PIPE '& SLEEVE (BUTTERFLY UPII T0. 3070 MAX.)- 12" MAX:. FROM EACH W0001 BUCK END &' 19": O:C. _- 3/8":X 6" L4G SCREW EO = PIPET & SLEEVE . -(BUTTERFLY UP TO 3070 MAX.) 12'°..MAX: FROM EACH. MASONRY BUCK END'& 191"° O:C.. .3%8'. X 6". EXPANSION. SHELL -MASONRY 'T'" = GROUTED 16" =.24" O.G. GROUT JOINTS WIRE MASONRY _ GROUTED 16" .= 24"' • O.C. GROUT JOINTS - WOOD .STUD 6", & .EQUAL - 21'' MAX. METAL STUD (NO FLOOR :.ANCHORS) •,6'' FOR INTERMEDIATE SPACES - Poured In .Plate Wall NA Windstorm frame. Installation _Instructions Fdrj' Use With .FL 4553. 12'-8":.MAX.. .. L. MLL fr .RIovIC I,GR •OL C-V I FASTENERS SEALED WITH -SILICONE.' " 3. CORNER CONSTRUCTION = WELDED -ONLY, 4, ANCHORS' SEE' CHART BELOW 5:'FRAME,bEPTH 4. MIN. 14 MAX.' P. DOOR OPENING = 3'-D". X 8AN -O'ISINGLE MAX.. GLAZING DIM.•.. B" DIM., 'C" DIM.. "D" 'DIM.- "E". FRAME FACES DIM.A . MATERIAL ' .. MAX. MAX: MAX-. MAX. *GLASSLAM SAFETY . PLUS, 2 • 36"' ' . - 72', 36° ' 94' LAMINATED: GLASS 6 -0 X 8 0 PAIRS MAX. IS, CLOSED CELL. FOAM TAPE.'1/6• X'1/2` AND DOW 'CORNING '995. STRUCTURAL ' _-BEDDING' 7. ' STOP HEIGHT = 5/8' MIN. SILICONE. 1. 3/O". STEEL .STIFFENED, HONEYCOMB, POLYURETHANE, MINERAL ,CORE OR - •• " 8. FULL' VERTICAL & 6: HORIZONTAL POLYSTYRENE CORE PANELS' iB.Ga Min. - 14 Go MaR).MAY-BE USED -IN' LIEU OF.'.. 'ARE " .HEIGHT • - _ I. - - - MULLIONS MUST BE REINFORCED WITH GLASSLAM: PANELS WELDED TO. FRAMEWITH. WELDS,LOCATEDON THE:SIDES 3" MAX.. FROM END & 3" MAX.' O,C. & ON.THE'TOP &' BOTTOM 3" MAX, FROM EACH END & (2) 10-GAUGE :X 3/4" X FRAME DEPTH • .EACH' AT' 12"' MAX.. D.C. THE WELDS ARE'MIN.. 1/4"' WELDS %'1/2' LONG. PANELS TO -BE . " C"' CHANNELS INSTALLED' BACK T0. ' INSTALLED IN EXTERIOR (OUTSIDE).RABBET. WELDS ARE. LOCATED WHERE PANEL ABUTS . •'FRAME SOFFIT. PANELS ARE 'SEALED' SILICONE.' - - , , .. BACK TO' FORM' SIMULATED. 'I' BEAM. " SEE: DETAIL ,.A_A., .. " ANCHORS &METHOD OF'A'fTACHMENT' ' ANCHOR TYPE.'_ .. LOCATION. ". •EO = PIPE '& SLEEVE. OR. BUTTERFLY' WOOD BUCK ' .• 3/8" 'X .6" LAG'SCREIN :. ®' JAMB' .12" MA%., FROM SILL; '8". FROM .HEAD & .20"O.C: HEAD' _""72" FRO EACH VERTICAL MEMBER & .14° O.C, ® SILL . _2FROM FROM +EACH VERTICAL MEMBER. &: ® MIDSPAN . ED' - • PIPE & -SLEEVE, OR BUTTERFLY.. MASONRY BUCK /8" X 6" EXPANSION. SHELLS® ®, JAMB, - 12" IMAXJ ' FROM SILL,8"FROM •HEAD &'20". O.C. ' ® HEAD '_+*2"'FROM' EACH VERTICAL MEMBER '& 14" O.G. SILL .2"' FROM I EACH. ,VERTICAL. MEMBER & ®, MIDSPAN . WIRE -MASONRY . . .. MASONRY "T" = 'GROUTED,' WELDED TO -STEEL' HEADER, EO P&S OR BUTTERFLY - " 3/8'- X 6" BOLTS. p JAMB ".8"-MAX. IFROM .EACH END &'16'' O.C:.. . 9 HEAD _ "'*WELDED TO'STEEL-CHANNEL.HEADER.. SILL' 2" FROM EACH VERTICAL. MEMBER & '® MIDSPAN WELDED TO STEEL BUCK _ JAMB ".**5" MAX.: FROM SILL" & 27:5" MAX.' O.C. " @:.HEAD '***WELDED TO:STEEL CHANNEL HEADER ®SILL "2" FROM: EACH VERTICAL. MEMBER &- ®' MIDSPAN, ' WOOD STUD-. -' ' METAL •STUD .. '(NO FLOOR ANCHORS) ® JAMB •5"- MAX. ::FROM SILL' & 27:5" .MAX.- O:C. ' :' ® HEAD'*2" MAX: FROM EACH VERTICAL MEMBER'& 14" O.0 ® SILL ' ' ,2"� FROM t EACH VERTICAL: MEMBER & ® MIDSPAN- **FOR-6"&.UP HEAD,MEMBERS.. FOR HEADS LE SS -THAN .6'; LOCATE ANCHORS 2" MAX. .FROM'EACH VERTICAL MEMBER & 0 MIDPOINT OF SPAN. " THICK MAX. SHIM. PLATES (2" WIDE. X 7" LONG. OR ITO SUIT JAMB DEPTH) WELDED TO STEEL ' CHANNEL &'FRAMES WELDED TO.SHIM PLATES: SHIM PLATES. TO BE 1-1/4" GREATER THAN JAMB'DEPTH.',. ' HEADER WELDS LOCATED 37 FROM, EACH JAMB.&'3• FROM EACH SIDE OF VERTICAL MULLIONS '& ®.MIDPOINT OFSPAN-OF'HEAD•ABOVE DOORS: WELDS, ARE -MIN. S/16" % 1" LONG.. SHIM'PLATES-ARE PROVIDED BY .. _ OTHERS. AFTER WELDING FRAME TO SHIMS, CAULK'GAPS BE_fWEEN FRAME AND STRUCTURAL STEEL CHANNEL WHERE SHIM PLATES. ARE VOID. - ' SIDE LITE AND -TRANSOM FRAMES Cc co . D co : 'Page 5 of 13 . oor 'IMPACT RATING 350 FT—LBF - 2. ALL FRAME -PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. _ 3. CORNER CONSTRUCTION = WELDED ONLY 4. ANCHORS = SEE CHART BELOW I. 5. FRAME DEPTH. 4" MIN. /,14" MAX. 16 GA. MIN. GLAZING FRAME FACES. DIM. "B" DIM. ' MAX. EXPOSED DIM. A" MATERIAL "C' GLAZED AREA MIN.' 'MAX. MAX.' MAX. *GLASSLAM . SAFETY PLUS:2 2" `.4" 72" 94". 338.4 LAMINATED GLASS 6. STOP HEIGHT 5/8" MIN:,' •BEDDING - IS CLOSED CELL FOAM TAPE 1/8", X 1/2' AND'DOW CORNING, 995: STRUCTURAL. . ' ' HORIZONTAL 7: FULL HEIGHT" VERTICAL & 6" HORIZ SILICGNE.'1 3%4"STEEL STIFFENED,HONEYCOMB, POLYURETHANE,'MINERAL'CORE OR _ .. POLYSTYRENE CORE PANELS -Go.Mh — 14 Go'Maz MAYBE USED IN LIEU OF- - ) MULUONS MUST. BE REINFORCED WITH GLASSLAM: PANELS ARE'WELDED TO FRAME WITH WELDS 'LOCATED ON THE SIDES 3' MAX..' � _ (2). 10-GAUGE X 3/4" "X FRAME DEPTH ' & 3" MAX. 0� TOM CO MAX: FROM FROMEACH' EN _ EACHARE THE . "C". CHANNELS INSTALLED :BACK TO - - D.C.E MON WELDS, X. . END .. AT 1 ..MAX. : THE WELDS A WITH SILICONE: BACK TO -FORM SIMULATED' "I" BEAM. . :. . SEE DETAIL "A —A!'. ANCHORS &'METHOD'OF ATTACHMENT ANCHOR. TYPE , - - - ' I ' ' . - - . ' LOCATION. EO '— PIPE &. SLEEVE OR BUTTERFLY'.'. ' . WOOD -BUCK. . 3/8' X 6" LAG SCREW 6 JAMB '12" MP,X.. FROM SILL, 8" .FROM HEAD .& 20." O.C.. ®'HEAD •'2 FROM. EACH VERTICAL MEMBER -&. -147.O.C." ® SILL ' :'2" FROM EACH VERTICAL MEMBER &,®MIDSPAN EO",- PIPE & SLEEVE. OR,� ' MAA BUTTERFLYSONRY BUCK : 3/8" .X 6" EXPANSION SHELLS ®.JAMB ..12" MAX.. FROM SILI:, 8. FROM.HEAO & 20—O.C. ® HEAD "2"'FROM EACH -VERTICAL MEMBER & 14":O.C. ® SILL 2" FROM EACH VERTICAL MEMBER' & 0 MIDSPAN ' 'WIRE MASONRY -OR ..MASONRY ,T" - 'GROUTED; .WELDED TO,STEEL 'HEADER;, EO P&S OR BUTTERFLY — .. 3/8' X •6'_ BOLTS :. ®JAM6 8"' MAX. 'FROM EACH -END & .16" O.C: ® HEAD -WELDED TO STEEL.CHANNEL HEADER ® SILL. 2"' FROM. EACH VERTICAL MEMBER. & ® MIDSPAN WELDED TO STEEL BUCK • _" 0 JAMB •!5' -MAX. FROM SILL & 27.5" MAX'.:O.C. p HEAD "WELDED TO STEEL.CHANNEL HEADER:' ® SILL 2" FROM ' EACH VERTICAL MEMBER & • ® MIDSPAN 'WOOD STUD METAL STUD '(NO FLOOR ANCHORS) ® JAMB1 @ HEAD''. 5^'MAX. .FROM SILL-&. 27.5".MAX. O.C. "2" MAX-.- FROM EACH VERTICAL MEMBER & ' 14"' O.0 ®.SILL' 2"..FRO M EACH. VERTICAL MEMBER.& ®,MIDSPAN ' "FOR "6' &' UP HEAD MEMBERS. FOR HEADS LESS THAN' 6', LOCATE ANCHORS 2" MAX. FROM'EACH VERTICAL ' -MEMBER -& ® MIDPOINT OF SPAN. , !'*1/4" THICK MAX. SHIM PLATES' (2" WIDE X 7'. LONG OR. TO SUIT JAMB DEPTH) WELDED -TO STEEL CHANNEL & FRAMES WELDED TO -SHIM PLATES. SHIM. PLATES. TO BE 1-1/4" GREATER.THAN JAMB DEPTH. -. HEADER. WELDS -LOCATED 3" FROM -EACH JAMB & 3"FROM EACH SIDE OF VERTICAL MULLIONS &.O MIDPOINT OF. SPAN OF HEAD ABOVE DOORS. WELDS ARE MIN. 3/16" X 1" LONG. SHIM PLATES' ARE. PROVIDED BY " .OTHERS. AFTER WELDING'FRAME TO SHIMS, CAULK GAPS. BETWEEN FRAME AND STRUCTURAL STEEL CHANNEL . WHERE -SHIM PLATES ARE VOID. . . .. . . .. . . .. - . BORROWED LITE FRAMES C Cec0000r. Page 6.of 13 AMABIAY . Windstorm :Frame Installation Instructions Ford Use With .FL: 4553. - Windstorm:Frame..lnstallation Instructions ForjUse With .FL SS3 AMABLOY .CCeeoDoor. AIMABLQY Available on special. order, " only a Windsto.,rm Frame. Installation Instructions For Use With FL 4553 ..