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HomeMy WebLinkAboutPRODUCT APPROVALsma Rome { LogN estt R.ysMft ropks.I Submfts iNare. j Statse FacK 'Product Approval NOV 0 4 ?019 uses: wbue uur ore 5T, LUCIe County, Permitting FL /< - Application Type Code Version Application Status Comments .Archived ProductManufacturer Address/Phone/Email Authorized Signature Technical; Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory' compliance Method Certification Agency ValidaiedBy Referenced Standard andYear (of Standard) Erruivatence. of Product Standards. Certified By Product Approval Method Date Submitted AoollaMmUn>Appil® anaeran VP �! mexr¢y�+a�)rba4t? aark`yiyfipalp £OPrteb'�b_6fh FL14569-R9 Revision 2017 Approved •Appmved by DBPR. Approvals'by DBPR shall bereviewed:aad-..ratifled'by the.POCand/or the:. Commission if necessary; !] BELD-wEN 3737 Lakeport: Blvd 'Klamath Falls,.OR,97601 (800) 535-3936 fbcl@Jeld-wen.com Jason. Kantola fllcl@jeld-wen.com JELD-WEN. Corporate Customer' Service 37371akeport Blvd. Klamath. FalLs, OR 97601 (800) 535-3936 custom'ememiceagents@jeld-.wen. mm Exterior Doors Swinging.Extedor Door Assemblies Certification Mark or Listing SCANNED BY St. lurid National Accreditation .&.Management Institute National Accreditation &-Management Institute Standard Year TAS 201 1994. TAS 202- 1994 TAS.203. 1994 Florida Licensed Professional Engineer orArchibect FILE COPY Method l Option REVIEWED FORE 30/02/2817 CODE COMPLIANC Si. LU IE- COUNTY BOCDS NOV ® , I Date Validated 10/03/2017 Date Pending FBC Approval Date Approved 10/11/2017 Summary ofproducts FL# Model,: Number or Name Description. 14569.1 Contours Steel, Wood Edge Full Lite'Door; Outswing, 6' 0" x.6'-S. Limits of Use provedtdr use In HVHZ: Yes p ry Certification AgenCertificate Approved for use outside. HVHZ Yes. Impact Fi:1456q R c - n06255 R--�--0 , ` Ass quality Assurance Contract E Resistant: Yes. Design Pressure: +601-60 xpiration. Date 09/30/ 2019 Other. Product must be Installed per manufacturer Installation nstalla on Instructions instructions as stated on drawing JW0509-03 Ii W0tio 0 In tall 1 f Verified By: Hermes Norero:73778 Created by Independent Third Party: Yes Evaluation Reports E114569 R q.. FR99Y dG Created byIntlepancient Third Party: Yes 14569.2 Contours Steel,-Wo9d Edge Full Lite Door, Inswing, 6' 0. x 6'-8" Use Limits Approved pproved for use 2: Yes Certification Agency Certificate Outsid Approved for use outside HYHZ: Yes Impact Resistant: Yes i3i4569 R9 NI006 t iicate naf Quality Assurance Contract Expiration Date Design Pressure: +66/-65 Other: - 06/36/2019 lnstallation Instructions Fl 14s69 R9 fI l^'0504 04 I 'I?_• pdF Verified By: Hermes Norero 73778 Created by.Independent Third Parry: Yes Evaluation Reports 'Fl�69R9 A P R dE -. Created by Independent Third Party: Yes 14569.3 ContoursBteei, Wood Edge :Full Lite`Dooq.Outswing, 6'-0"x 8'-0" Limits of Use Approved for psein'HVH2: Yes Certification Agency Certificate Impact R for use outside'HVHZ: Yes Impact,Reslstant Yes F124569 R9 C Ninn625 95 rtif'I t ixd --�--� Quality Assurance Contract Date Design Pressure: +501-50 Other. 09/30/2019 Installation Instruction,, Et140i09-0: 9 pj 02 .IF Verified -By: HemiesNhrerd 73778 Created by Independent-rhird Party: Yes Evaluation Reports ' Ft14569 R A '. o 391 DdP_ Created by Independent Third Party: Yes L4569.4. Contours Steel, Wood Edge Opaque Door, Inswtng/Outswing, w/ or w/o Impact & Non - _. Impact Rated Glazed Sidelites, 12'-09 x'6'-8- .improve Use for use in H s Certification Agency :Certificate ApprovApproved. Outside HV elide HVHZ: Yes I -Pact Resistant: Impact Resistant Yes FZ 14569 R9 fI tiofi70y Contract Quality Assurance Contract Expiration. Date. ' Design. Pressure: N/A 04/30/2020 Other:. Installation Instructions FL145fia R9 jf WO 012 ito dF aiid Verified By: Hermes Norero7377' Created by: Independent. Third Party: Yes Evaluation Reports 14 6 R APFR3�21 odi' Created by Independent ThirdParey;.Yes 4569:5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, W/ or w/o Impact 8 Non- Impact Rated Glazedeidelites; 81-4"x8'-0" Imits ve Use ipproved for use in YesVH Certification Agency Certificate tside [pproved for use outside HVN71: Yes Impact Resistant: Yes FL14 6 R C 14=1061 R1 Quality Assurance Contract Expiration Date /align Pressure:+45/-45 installation inter. 04/3012020 " 9 Instructions F1Wii9 R 11 1W07 01 F lnst�'Ilatlon,odf, Verified By: Hermes Norero 73778' Created by Independent Third Party: Yes Evaluation. Reports. EL14569 R9 AF PER3322, df Created by Independent Third Party: Yes 1569.6 _ .Contours Steel, Wdod Edge Opaque Door, Outswin9, w/ or w/o Sidellte, 8'-11- miss ve Use Certification pproved for use in HVHZYes `EL14569 x.6'-8" Agency Certificate pproved for use outside HVHZ: Yes. .Quality R- C'rnr NI01108 RI " t ifft to r Assurance Contraet:expimHon Data Impact Resistant. Yes Design Pressure: N/A Other: i Contours Steel, Wood of Use ved for use in HVHZ: Yes ved for use outside HVHZ: Yes :t Resistant: Yes. I. Pressure:N/A 08/31/2019 Installation Instructions -FL14569 Re II S 2104 I t IlBtio Verified By: Hermes Norero.73778 Created by Independent Third Party: Yes Evaluation Reports FL1456o R A P R AA Created by Independent Third Party: Yes =independent .Door,'Cutswing, w/ or w/ou[ Sidelites, B'-11, xation Agency Certificate- 2 R9 Ar 410110 6 R 11096 01 mareodfAssurance Contract Expiration Date2019ation Instructions9 .R9 iI - 10A-01 pdF By: Hermes Norero 73778 by independent Third Party: yes Evaluation Reports. FL14 69 R9 A p Created by Independent Third Party: yes Bac4 NeR n52�n U;:: 2601 Rbl II , g 323nPoonr gc—�+O.ARy. 8I The 5G of mor Is e.wm, anRr"Q rt 07013 StaM Ond,.:: Ri�Ra1 1_"Acuzz e S :: ReWd Sd� norwa law. awn amrezzez... �.u�. �__._ .. __ - _ ProaQRApproval AC6m r : ®®N�j - M $CCLILII VAII:TAIG1 24 2.1XAND 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLYTO TRANSFER LDAD$ TOTHE STRUCTURE. BUCK; MATERIAI ,MUST HAVEA SPECIFIC GRAVrTY,OF 0.55O3 GREATER 3 PRODUCTANCHORTYPES AND SPACINGARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACINGAREALWAYS FROM EDGE OF UNRFRAMEANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. 4.THIS DOCUMENT SUPERCEOESIOTHER ANCHOR INSTALLATION INSTRUCTIONS FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS; REFER TOJELD-WEN DOCUMENT0i105 (PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD.WEN WEB$ITE' JELD.WEN.COQ6PRODUC7-SUPPORT/OOCUMENTSONSipLfA7i0M/NSTRUC7/0NS �SORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON4MPACT GLASS SIDELITES. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1. SHEETY. 7. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3110' DEEP. EXAMPLE: 3/16'-1 B_.'COREDES/GN.'EXPANDEO POLYSTYRENE WITH 0 TOiRS LSS DENSITY; BY JELD-WEN INC. S: FACESHEETS: 24 GA (0.021' MIN) THICKNESS: GALVANIZED STEEL WIT14 AVERAGE MINIMUM YIELD STRENGTH FY(AVE).40300 PSL I."--—11212' MAk 'COMPONENT III DESCRIPTION MATERIAL 'OTP 1 : NON-0OMPRESSIONSHIM rrrrrlo.25'MAX: TMK. 2 2X W00D SUB SUCK (S.G. MUST BE 0.55 OR GREATER) ;:W000I AS REQ. '. 3. ix W000 SUB BUCK S.G. MUST BE 0,55 OR GREATER WOOD AS RED, d #10 WOOD INSTALLATION SCREW W/71/2'. MIN. EMBEDMENT ,'WOOD. AS RED.. 6./16:I7W:TAPCON ANCHOR Wf'P7/4'MIN.EMDEDMENT .STEEL STEEL AS RED. AS RED: 0 p10 X YPHILLIPS FLATHEAD WOOD SCREW STEEL. 30RO ].'.. ABX2'PHILLIPS FIATHEA0 WVvo$CREW. STEEL AS RED, Ift9X1'PHILLIPS FLATHEAD WOOD SCREW : STEEL 21 CR20 9 l"OVERLLLALUMINUMFRAME'IMPACTGLAZINGIGBYODL ALUMINU 1 d0 KWIKSET LOCK SERIES 400 41 KWIKSET DEADBOLTSERIE9950 STEEL 42 I'OVERALLPLASTIC FRAME NON4MPACT GLA7JNG IS IWOD 1 13 08X 7. 1P2'PHILLIPS FLATHEAD WOODSCREW PVC' 1 STEEL AS RED. Hermes F. Norero, D ,rIM. w.14110 EXAMPLE: OXXO, OXO,.OX ODL IMPACT (ALLEN) FULL LITE ODL LIP -CITE NON -IMPACT 3-0X6-8.SHOWN - 3-0X6-8.SHOWN 1'71r, wmkiR- n en �tw 1p, mil i i __--- o GABS - LODLREOISEAL 1R"MIN,:GLASS FOAM GASKET 1 3/B' BITE O.OBO PIB OLLDSPACER INTEALavER DETAIL B2' DETAILC2 BVSownn' ODL IMPACT GLAZING DETAIL, ODLNON-IMPACT-GLAZINGDETA( MAX; D.L.O: 20.112" X 021/2' MAX, D.L O• 91•,r AV DETAIL A2 (12) FASTENER LOCATIONS AT DOUBLE -BACK JAM13 ATTACHMENT a 7 I'MIN. --VMIN. 4 1 2 '2 1'MIN. 1-MIN. 12' MIN. 112'MIN. EMB. EM 114* 111' MAX. lid, MAX. SHIM SHIM SEE NOTE 47 INTERIOR EXTERIOR SEE NOTE tT/ RHERI ON SHEET 1 ON SHEET 1 6WM SEE NOTE p7 SON SHEET f INTERIOR. STATIONARYUNIT EXTERIOR HORIZONTAL CROSS SECTION OUTSWING SHOWN EXTERIOR n INTERIOR. EXTERIOR — fo 8 TTmJ,MIN, EMBED. EXTERIOR 1•MIN 1•A11N . OUTSWING OPERATING UNIT NIT VERTICAL CROSS SECTION p SILL 2p1'MW. _ 4 12 I 1'MW. INTERIOR 1 1'MIN. 1� 1•MIN, SEE NOTE II7 J 4 1 . ONSHEETI 112'MIN . SHIM SHIM .EMBED. __ 112"MIN. EMBED. OUTSWING LATCHJAMSATFRAM OUTSW/NG HINGE JAMS ATFRAME HORIZONTAL GROSS SECTION HDWONTAL CROSS SECTION NOTE& FOR PLACEMENTOF ITWTAPCON ANCHORS IN 2X BUCK CR 1X BUCK CONCRETEIMFSONRYOPEKINGS, SEE SHEET4 OPTIONALLY,ANCHOIJ A BEPLACEOINN ROWSELTION o m $ OFHEADORJAMSASLONGASMWNIUMEMSEDMENTIS ACHIEVED. R t 00 a b [j>RE1.106.(#10 X 2'I ONE SCREW TO BE MSTALLED W EACH MHGE ATJOBSITE, CLOBESTTO a �,LL Si WEATHERSTRAR �AT SILL. PLACE ANCHOR IN SILL BASE MATEROIL MR ^. MAXIMUM SUPPORT. w H z 0I a w0� � � N 2 3 Wy d�inn pOSon O0 ..g 03 �O!'rcC WOR �3 iCRoe Qw X fV 6 I!� J Q rL0 O O $ � z O g m 6 cS F. At, 61,,. 0 O o ti V MIN. )'MIN. VMIN.--- CONCRETE! I'MIN YN.. 1 I. ^ I 1' MIN �� SONRY )'MIN. B"OTHFR9 TYp. 'I1M` I'I 1`MI 'III— —.1IIF MIN. 1. MIN LJ. WIE21d1 1 1 E%TERI0.i EMB. .. w MASgNRY�, MIN. r. MASONRY DYOTHERS i� .EMBED q.TE.0l - - S%/ ��/% //i :/ i�,// �j/ I ///l/�f 1 MIN---Ito'%/'UPM X EXTERIOR MAX OUTSWINO OPSHIM EFATINCUNIT NIMSHIM EXTE,i. VERTICAL'R.,SECON SILL - SEE NOTEW OUTSWINO OPERATINGUNIT SEENOTEryI WiEWOq SEENOTER— ON SHEET! ON SHEET I ON SHEET I VERTICAL CROSS SECTION SEE"NOTE#) OPTIONAL i"BUCK ON SHEET IURRIOB E%iFA fLIR. VERTICNOOPERASNOUNN' 9VERTINO STATIONARY UNIT CONCREIEI VERTICAL-0ROSS SECTION VERTICAL CROSS SECHOB \ �\ BMASONRY 3 1 ,NEADJAMO HEACJAMB IWMIN" \�� ��. EMBED �' //% // 5 _ a X B 3X \ ( +t, 1^MIN 5 + . . N-1'MIN I-MIN� 1`M1IIN3'. A. 1DETAI \.' 'I OUTSWING8TATIONARY UNIT SR VERTICAL CROSS SECDON EO9 BOXEDSIDEUTESILL ... / )'MIN. \\C ONSNEE 2.. 2 5 SHIM 2 T MIN:EMBED ^, %p.\ EIREBjdH OUTSWMOOPERATINOUNIT 11/4'MW: HOR20NN OPTIONAL I"BUCK i MMIN ?' /•MIN: �I,/ 0 :1`MIN. 1 �\ WTERIOft 1 )-MIN. 1 // e• I MIN. \. �EE NOTEYRJ � a )•MIN ON SHEER 5 1'M1VN. a ON SHEET L� ON SHEET i 114•MAX ..5. .$HIMX MIN.�\�\ I1N MIN. II� SHIM )EMBED, 1'MM. "V ��� \\ds\\�S, F., Q.L4ia EMBED OVT$µ9NG NINGE JAM1IB AT FFAME OUTBN1NGLATCHJAMBATFRe^AE'' ° \\ �� F 'HOR20NTAL CROSS SECDON' HORIZONTAL'CROSSSECTION • �I'' IN MAX �: f� P� NOTES - - y SHIM C �OPTIONALLYjANCHORCANSEPIACED IN NARROW SECTION OF Hp.AOORJAMB AS LONG AS MINIAIVM CONCRETEIMASONRY 4 EMDEOMENiI$ACHIEVE#. BVOTHERS EMBED 7D FyH REM NB, ('d10X 2`) ONESCREIM1'TOBE INSTALLED W EACH HINGEAT JOfSSIiE, CLOSEST TO WEATHERSTRIP,. OPTroNALMASONRY CONCRETEINST 398 Ep/(� 'BEAcal "0311 �ATS10., PLACE ANCHOR IN SILL BASE MATERIAL FOR NWIMUM SUPPORT, CROSSSECTION OF HEAOJAM1IB OR&OTN DRRiA'HftErw ^LtTInA 1• MIN:. — 1• MINA 1 Z R P MIN. 1• MIN. 11)Y MIN. 11/7 MIN. EM� 1 EM T 114• �- 11PMAX. 7/g• MAILSHIM ff SHIM SEE NOTE #7 EXTEIWR INTHiIOR SEE NOTE#7 ON SHEET I ONSHEETI va•NAx. sxw SEE NOTE 07 ON SHEET Y EXTERIOR INTERIOR STATIONARY UNIT HORZONTAL CR055 SECTION INSWINOSHOWN >I-MIN. I L Ki 1•MIN. I� 1/4• MAX 1 lir MIN' III���"' SHIM EMBED. INSWING LATCHJAMBAT FRAME HORIZONTAL CROSS SECTION INSWG NSTATIONARY UNIT VERTICAL CROSS SECTION HEAD JAMB INTERIOR -SEE NOTE 47 ON SHEET 1 _ 4 N RIO INTERIOR E%IERIOR ,MTERIOR 1 "`-- - 110 MIN. t1M MIN. 2 EMBED: EMBED. MIN I'MIN I�1• 1-MIN 2 INSWING OPERATING UNIT INSWING STATIONARY UNIT VERTICAL CROSS SECTION AERTICAL CR0.S5 SECTION SILL BOXED SIDELTTE SILL EXTERIOR SEE NOTE 07 1'MIN. ON SHEET II T 1/M I SAX... HIM.���---IIIIII ' I IQ" MIN, EMBED. INSWING HINGE JAMB AT FRAME HORZONTAL CROSS SECTION NOTES.., >EOR PLACELIENTOF ITVITAPCONANCHORS W] SUCKOR 1X BUCK CONCRETEN ASONRY OPENINGS. SEESHEETS .. [z>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION o 0 d $ m m y OFHEADORJAMBASLONGASMNIMUMEMSEDMENTIS ACHIEVED. = g o S,(N10XITONE SCREW TO BE MSTALIEDMEACH a u v'i HINGEHNGE AT JOB STTE CLOSEST TO WEATHERSTRIP, q � S c ©AT BILL. PLACE ANCHOR IN SILL BASE MATERIAL FOR y M n u MgIMUM SUPPORT. 1WL WF 2 U W0 3 C40 Dpl � N 2 q 3� 000 Oros og pw0 03 w o e W W X ¢04 � p 6.N p r w 02 �ddp1 z EMBED J_ T- 1 1N' MAN. SHM SEENOTE#? EXTERIOR ATEMOR ON SHEET T 'INSWING OPERATING UNIT INSWING STATIONARY UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION NEAD,JAMB HEADJAMS IVOTHERSTYP. - IV01 MIN.. 5 B E%EgOR INTERIOR EMB, VMIR 1 j `r I IWMIN. T EMBED 1 CONCRE L• ,-a A MASONRY RY OTHERS I= ' f 1-MIN M"' INTERIi INSWING OPERATING UNIT SHIM VERTICAL OROSB BEOTIONEXTERIOft SILL SEE N0TEA7 ON SHEET INSW/NOOPERA7ING UI EE NOTE NT E0.10R ON SHEETI� OPTIONAL I".SUCK ;�B"*'R MASONRY\i. ��.. BY OTHERS INS WING STATIONARY UNIT VERBCAL CROSS BECKON BONED SIOEUM6 SILL 1 MINQ f, \ O d \\ EXTERIOR 'I' MIN, � \ �SEEIT-..V c? 1' ON SHEET X 1N•MNL SHIM t n 52 1114 MIN, USE INSWING OPERATING UNIT HORIZONTAL tS CROSSSECTION w.z :OPTIONAL I- BUCK „ 9 I. MIR q `. f•MIN I ON SHEET S II VITO a • • III tld'h1AX 5 SHIM "'IIIf- 111d MIN II_ ---III SHIM 1IN' MIN . I 1, MIR N ° CBE°' EMBED. INSWINOHINGEJANBATFRAME INSWIND IATCN JAMO AYFRAhiE HORIZONTAL LROBS SECTION NOTES: HORIZONTAL' CROSS SECTION ° : ° a OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION U HEAD OR JAM8 AS LONG AS MINIMUM ,CONCHETFJM450NRY 4 EMBEDMENT ISACHIEVED: BYOTHERS IIW.M EMBED DITEM96, (BID XZ') ONE SCREW Tp.BE INSTALLED [REACH HINGEAT JOB SITE, CLOSEST TO YJFATNERSiRIP: OPTIONAL MASONRY/CONCRETE 114STALL DIAT SILL, PLACEANCHOR W $IU& $Eh1ATERIALFOft&=IMUMSUPPORT; LROSS SBOiJON OF HEAPJAMB ORSIOEJAMe w SHIM FOR SUPPORTATOR NEAR 74'MAX. O.A. FRAME aI u<_M / 2 3 4 5 CIA FRA EACH ANCHOR IS REQUIRED I+-3' TYR )---3'TYP. 1 3'TYP.+L�.. • ?& C7 C7 1 148'MAX. OA.FRAME pG =z 1 J 7YP: C7. C7 3"TYP. .I P 2 3 c�... - - o w f I B .GW ¢w z�a TAl I Z ` r LLxg �/ I CQ f I AS2 D.�.. . m I xq X A O 7 D7 I I, I ", , I I I! O N g r 4 5 I F.I I.I r8-O X 6.8 OUTSWINGANSWING 3-0X6-B OUTSWIN _D7.. 07. _(. _,. `I I (30) ANCHOR LOCATIONS (18)ANCHOR'LO (FROM EDGE OF FRAME) (FROM EDGE OF 12-0 X6.8 OUTS WING/INSWING ------{{{ c, II-- 6- (60) ANCHOR LOCATIONS 1 ( TMP • I o (FROM EDGE OF FRAME Tyr FRAME MA 2' X FRAME ---I 31TYPf a I 3' r-3•TYP. 1121.� II--�'ga � _ _ �I 8� � c �U L W S A7 f f A W PANEL�I/[ LLLL PANEL 10 �di biz, H m'm I I I I mm fi-0 X 6• 9-0 X B-8.OUTSWING/INSWING (28) � ..(FROM EDGE OF FRAME) - 2 aB X' PH 2-#BX3 PFH SCREW FROPi SCREW FROM .-•-- - zo ASTRAGALKR u _.. ASTRAGAL. KIT ...1- BOTTOM ASTRAGAL 1-TOP ASTRAGAL STRIKEPLATE p.. DETAIL C7- C7 STRIKE PLATE 1-BOTTOM SHOOT DETAIL D7-D7 BOLT INSERT PLUG DETAIL D7-D7 AVWG OR INSWING OLITWING ONLY INSWING ONLY 17 QO I q, �5. rtn DETAIL A7� f (8j ANCHOR LOCATIONS AT MULL 1 d ' 6 911,i TYP. JUTSWINGRNSWING DETAIL 137 (10) ANCHOR LOCATIONS AT.ASTRAGAL L u �wZ I O N 2 O O w.(� Q�s O0 xw m� tea§ i Poo a 7 AbuGA Op kli /Ar�w r Business &-Professional:Regulation o9.rAiloK; drFR L99A4�n3W9a' CWACItle)1! pond a. a. k r 0Product l PU. al a`A'�iuP�ua Product Roomvnl Mrw > RWuri or Fl. * -- - Application type Code.Version 'Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By on 5�ag> k"?pllutlano ST. Lucie County, PernIlW0V R7 Arrmnation 2017 Approved D JELD-WEN'. 37371akeport Blvd Klamath Falls, OR 97601 (800)535-3936. fbcl@jeld-wen.com Jason Kantola fbcl@)eld-wen.com SCANNED BY St. Lucie Countv JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.mm Windows: Single Hung Certification Mark or Listing National Accreditation & Management institute. National Accreditation &.Management Institute Referenced Standard and Year (of Standard) Standard year TAS 202 1994 Equivalence of Product Standards Certified By 'Al affirm that there are no changes in the a Building Code which affect my product(s) and y (s) are Ir� compliance with the new Florida @Wild g Code. P Documentation from approved Evaluation or Validation Entity OYes 0No v'N/A F\,�e C®*1 Product Approval Method Method 1.Option A r'®®G `'®� �®`,Nsl %.001 Gov �o I Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval Date Approved 07/15/2017 Summary of Products FL * Model, Number or Name Description 10970.1 Builders Atlantic Aluminum Side Load Single Hung (4100) 52.125' x 72' Insulated Glass (1/81n - 1/8out Annealed) or Single Glaze (3/161n Annealed) Limits of Use Certification Agency Certificate Approved for use In-HVHZ: Yes F140970 R7 C-CAC N10116 4-R2 Ddf Approved for use outride' HVHZ: Yes unlit Ass Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +501-50 Installation Instru026 d Ions Other. FL10970 97 11 DP- 2 52.12UX72 installation tnafn 0ons..dr Verified By: Hennes F. Norero, P.E. 73778. Croatia by,Independent Third Party: Yes Evaluation Reports �FL10970 R7 A -'P 0 7 odf Created by Independent Third Party: Yes. Contact 10•:: 2601 BIWI Simon Sod,323wPMne 850.487-1824 The State of Florida is on WEED. empioyecLpwdnht 2007-2013 State of Florid :: Fdyaa Statement I: Aweesibbity Stemma•' :.Future Sortanoto Under noddo law, email addressee are public retoNr. If you do not want your a -mail address faltered In iespdnse W a public-leesm. repuesp do not send Weetro I, Mail to Me entity. Instead, Comma me nrke by phone or by traditional mail. If you have arty, querulous, please bautea 1150.487.1395. *Pursuant to.Samdw 455.275, (1), Florida Statutes, of MIW Crater 1, 2012, 11comm es licensed under C2wpter 455, F.S.. must pmvkla the Department with an email aedreae if they Mye we.lbe� emaik pm ided may be used forniceai brmmunketbn with Me liters.. ffmm sc email add. are public record, If you do not wth m=PPb' a personal aedro , please Warlde the DeparVnent with an Mal address wh"®n be made avallable to Me :able. To'datemdne If you are Is licensee undo, Chapter 455, F.S., please elc Ure.. product Approved Accepts: =,99RR= �CCUrII�•np'rkl@S .• d. vx exe vm eve• 1 I- b.•., Him. EMBEDMENT 7. '1S MAX SPACE OOV CORNING y�' 1199 SRICONE GLAZING :DETAIL. TYPICAL VERTICAL FRAME SECTION. NOTE, Caulk'6et•een uNt and'opeNnp: yµ. IIW CORNING _ 199 S[uCONE GLAZING DETAIL n MAX vim SIN SPACE 7 o-- 4 . . .. d • i ne proaucrsnown nerein is designed, tested and manufactured to comply with ;the wind load criteria of the adoptedInternational Building Code (IBC, the International Residentlal;Code (IRC), the Florida Building Code Including the "High Velocity Hurricane, Zone" (HVHZ) and the industry standard requirements for the:stated conditions. • All glazing shall conform to ASTM El300. • Minimum nominal glazing: 3/e, monolithic or 1 /8" insulated. • Installatiormethods may be interchanged within the same opening, • An impact •protective system is required whe'remind bome debris protection Is required by local building code. 1 Itlf// • Maximum sizes are buck /net sizes and do not include frys�T7� g 1 This schedule addresses' only the fasteners required to anchor the plod' to achieve the rateddesign pressure and Impact performance (where applicable) up to the size limitations rioted. 1t is not intended as a guide to the'Installation� ; process and does not address the sealing consideration that may,anse In; different; 7 wall conditions. For the complete Installationprocedure, see the ;instructions packaged with the window or go to www.leld-wen.com/resourceslinstalla6on. -o T T This drawing and its contents are confidential and are not to be reproduced or copied in whole'orIn pad or used or disclosed to others exceptas authorized by JELD-WEN, Inc. MASONRY (NCTL 1'1/4' MIN. EMBEDMENT- /� 1/4' MAX „ / / SHIM /` / SPACE. M= v. DMi 9 d TYPICAL HORIZONTAL FRAME SECTION NOTE, Caulk We een unit and, openlnp Mar x Frame x Frame DP IMPACT Installation Notes: 1. Seal flange./window to substrate. 2, Use V1e°Tapcon fasteners through frame with sufficient length to penetrate a minimum of 1 1/4".into the concrete (Min.'Pa = 3000 psi) or masonry (Conforms toASTM C90). 3. Host.sVucture (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is•the responsibility of the architect or engineer of record for the project ofinstallation. Digitally signed by HermesF:Norero,P.E. 4. Fasteners are not,required through the sill' Reason lam approving this document Date: 2073.70.2413:08:16.04'00` --wTetriafP• svuB, v /24NTS 0 M— " " —+ , �amath Falls,tORu9 601 (541)882- 3451 Builder's Aluminum (4100) Single Hung Masonry Installation (52.125"x 72.0011) 01 MA%. 14 3/8- ).C. MAX. �— WMoow WIDTH (a41i' 3 2 1 yr MIN BEDIffNT SPACE. I I un DDV CWND& CL/S[ND DETAtL TYPICAL VERTICAL FRAME SECTION NOTE- Caulk bet•.i. WJt antl Open4.p. DDM CORNING 1199 SILICONE i • I 0.AI1NG DETALL SHIM 33 SPACE o-- 4 The product shown herein is designed, tested and manufactured to comply with'the wind load criteria of the adopted Intematonal Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: V16' monolithicor 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome`debris protection is required by local building code. 1 1111111 • Maximum sizes are buck / net sizes and do not Include fil 04 g 5< This schedule addresses only the fasteners required to anchor the product to achievathe rated design pressure and impact performance (where applicable) up to the sizelimitations noted. Il Is not Intended as a guide to the installations process and does not address the sealing consideration that may anise to diiferenC 7 wall conditions. For the complete Installation procedure, see the instrudionC 7k . packaged with the window or go towww.field-wen.eondresourcesrinstallation. : -0 T T This drawing and its contents are confidential and are not to be reproduced or copied in whole or in pad or used or disclosed to others except as authorized by JELD-WEN, Inc. WOOD FRAME (NCTL.210-3656-1A) 1/4' MAX SHIM SPACE 14/2' MIN. EMDEDMENT W W4- r yr 2 3 V TYPICAL HORIZONTAL FRAME SECTION NOTE- Caulk bet•een unit and oPeN g. -Max FrameDP IMPACT �52Ya" x 72"I+50%-50 N0 Installation Notes: 1. Seal flange /window to substrate:. 2. Use #10. PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _ 0.55). 3. Host structure.(wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads.to the structure. The host structure is the responsibility of the architect engineer of record for the project of installation. 4. Fasteners are not required in the sill. y2010 JElevard r 'AT Klamath 3737 kalls,. Reporug 601 NTS L l� '(541) 882 - 3451 Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x 72.00") 01 • The product shown herein is designed, tested and manufactured'to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane'Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM Ell 300. • Minimum nominal glazing: 3/e' monolithic or 1/81 insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris . protection is required by local building code. 1 1111111 I Maximum sizes are buck / net sizes and do not Include frys, g 5'. 1 This schedule addresses only the fasteners required to anchor the product to ,% achieve the rated design pressure and Impact performance (where applicable) up �% I to the size limitations noted. It is not intended as a guide to the installation S . process and does not address the sealing consideration that may arise in different 7 wall conditions. For the complete installation procedure, see the ins Wcl'on - * . packaged with the window or go towww.field-wen.com/resourcesfinstallaUon. = -a : J T This drawing and its contents are confidentiafand are not to be reproduced or copled in whole or In part or used or disclosed to others except as authorized by JELO-WEN, Inc. DDV cDA m 1199 SILICDIE TYPICAL VERTICAL FRAME SECTION NOTe Caulk between unit and opening.. Dav CIM1N6 rr-1199 SILICG� NAIL FIN (NCTL 210-3656-1A) 114' Max SHIN SPACE and MaxFrame Mo:x Frarle DP DP IMF IMPACT 1523G° x 72'1+50/-5�� 1. Seal nail fin to substrate. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of1Y2°into the wood framing (Min. S.G. = 0.55). 3. Host structure (wood buck, stud framing and opening),to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project.of Installation. 4. We recommend.using'Tegratite' installation (http://wNw.jeld-wen.com/newinstallationtechnology6 for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ, wall thickness .050"). Nail Fin extends approximately 1.258," away from frame. 6 TEErnmEcrsaanaa.TT 02 24 2010 T y'�`�.�����',*T 37371akeport.Boulevard Te�laff SCALE./ NTS V EL— " " —a \ Klamath Falls, OR 97601 (541) 882 - 34SI Builder's Aluminum (4300) Single Hung Nail Fin Installation (52.125" x 72.00") 02 �VErL STUD 3 ^. xVi BO.,h \-VA. MM t SPN I t ! imv cmo-aw >_, uvs sarcma mnzwc �Tna TYPICAL VERTICAL FRAME SECTION NOTE. C°Wk betmen Nt and °peNng Nmv rmama usv snarna o.xrxc uETna I VY NU rsxre �� o- 4 " �aTr�i a1Q'mm and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the Intemational Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. e All glazing shall conform to ASTM E1300. a Minimum nominal glazing: Vie° monolithic or 1 /8" insulated. Installation methods may be interchanged within the same opening. a An impact protective system is required where wind borne debris protection is required by local building code. t 111111 Maximum sizes are buck / net sizes and do not include f�y��aF g s<. This schedule addresses only the fasteners required to anchor the product to �% �V �� .. .achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation T process and does not address the sealing consideration that may adse in difTeteng 7 wall conditions. For the complete installation procedure, see the instructions * . packaged with the window or go to www.field-wen.comlresourceslnstalla6on. T T This drawing and Its.contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized.by JELD-WEN, Inc. STEEL STUD (NCTL 210-3656-1A) 3 Thread MIN. Through Stud--�--�: Is gJSMTft—� 1/4' SHIM STEEL -SPACE MAX. N x 'S TYPICAL HORIZONTAL FRAME SECTION NOTE. Caurk beteeen wJt and a nb.g. Mux Frame Max Frarne DP DP IMPACT IMPACT 52 x 72° +50/-50 N Installation Notes: 1. Seal flange/window to substrate. 2. Use #10 PFH sheet metal screws or greater through frame With sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ks�. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the, responsibility of the`architect or engineer of record for the protect of installation. 4. Fasteners are not required in the sill. I/2010 N 3737 Lakeport Boulevard Klamath Falls, OR 97601 NTS ��(541) 882 - 3451 Builder's Aluminum (4100) Single Hung Steel Stud Installation (52,125"x 72.00°) Ol W MAX. 14 S B' FROM . CORNERS � G.C. MAX. m N LO-Al �— WINDOW WIDTH'(52V MAXJ--� 7. O.C. MAX. MThtea, STbMN°I MAX P- ZDW CORNING '" � �Ta` _TYPICAL VERTICAL FRAME SECTION NOTES Caulk bet•een 4en u t and ape rqg IM% o- bA =NERS ` TiEEL- s w nstaltattoYSTUat - • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the 'High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: V,e° monolithic or 118" insulated. • Installation methods may be interchanged within the same opening. • An impact protecWe system is required where wind bome debris protection is required by local building code. t I I t rI1 • Maximum sizes are buck / net sizes.and doonot include f rya bf g This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance. (where applicablejup. to the size limitations noted. It is not intended as a guide to the<installation .process and does not address the sealing cons deration that may arise in d fferenf; 7 " wall conditions. For the complete Installation procedure, see the 'Inshudonz * . packaged with the window or go towww.leld-wen.com/resourcesfinstalla6on. Y -0 This drawing and its contents are confidential and are not to be reproduced or copied in whole or in pad or used or disclosed to others except as authorized by JELD-WEN, Inc. STEEL STUD NAIL, FIN (NCTL 210-3656—IA) 3 Thnead HK TPeough Stud TYPICAL HORIZONTA FRAME SECTION NOTE, Caulk betieen uwtond openL,p 'Max Frame DP IMPACT 52 x 72° +50/ 50 N0 1. Seal nail fin to substrate. 2. Use#10 sheet metal Screw or greater fasteners through the frame with sufficient.length to,penetrate,a minimum of three (3) threads beyond metal substrate (Min. 18 Ga_Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of Installation. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 5063-T5 nail fin (typ. wall thickness .050"), Nail Fin extends approximately 1.258" away from frame. MOJECr ENGINEER: OnrE: 3737 Lake 02/25/2010 JELIEN port Boulevard' Tetzlaff s6 . T Klamath Falls, OR 976D1 tms (541) 882-.3451 waaovED ev: Builder's Aluminum (4100) Single Hung MRr/FROIKFNa.: Steel Stud with Nail. Fin Installation (52.125",x 72.00") MY44099 acts Hpme )Log user Regitmdon Hot Topic dbpProducta I aUSER: wbuc , 11117M Reducr Aep ,f Menu: FL V Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature NOV 04 S Lucie County, TechnicaLRepresentative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory - Compllanw Method MM Submit Surmame SWnaF.= Nbll.dow { FSCStan I DOSSite Map ' links I S.,O Florida Engineer or Architect Name who developed the EvaluationReport Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Detail 2017 Pending FBC Approval no American Metals Supply, Inc. 3119 Queen Palm Dr. Tampa,. FL 33619 (813) 242-8100 Santos:Gonzalez@am ericanmetals: us Santos Gonzalez Santos.Gonzalez@americanmetals:us Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional, Engineer M Evaluation Report- Hardcopy Received Do, Kim PE-49497 PRI Construction Materials Technologies, LLC 05/24/2022 CBUCK Engineering 10 Validation'Checklist - Hardcopy Received PL16952 R2 COT MEtiflote OFI n ence 1504 107.4 1609 2002.4 t�`,�►N�� SX • GOGG Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Summary of Product. Method 2 Option B 01/10/2018 01/15/2018 01/21/2018 FL # Model, Number or Name Description 16952.1 3" Riser Aluminum Roof Panels 0.024' and 0.030" thick ic3° x 12" wide riser roof panels Limits of Use Installation Instructions Approved for use In HVHZ: No E1.115252 R2 li 2017 F5Q AMS 3 inch Riser PaIn tall Approved for use outside HVHZ: Yes Dwa,odf Impact Resistant: N/A Verified'By: Do Kim PE a9497 Design Pressure: +48.6/-48.6. Created by Independent Third Party: Yes OtherYFor use in outdoor patio construction only. See Evaluation Reports Installation instructions for other design limitations. ELIUKi R2 AE 2017 AM^+ Evaluation Re,,rt,odf Created by Independent Third Party: Yes Beck combat s g4sa1 81airS one Roan hllan R-37399 Phone: 856M87-1814 The. State of Fladda is On WEED mandator. QUdaht 2002J013 state fFl 'd Prima, statementn.Pccew,il, smOmmant:4 ReNnd Statement Randle law, mad addmaes are public repi IF you do not want your a -mall a4dress mhaaed In rem anse on, a m allc-mama, accrues, do nut aloof e4Cmnk' thin entity. traduced, contact the office by phone or by traditional mad. It you ",a any questlmn, phone.matt 850.482.3395. Rursuant to section 455.21S tide Statutes; affective October 1, 2012. Ilrnfums laweed under Ompler 455, Fa must pmvide the Department with an email addias5 if they haw one. The provided maY be aped M official mamumeetlan with Me thanum. However email addresses are nubile remid. If you do not w¢h to apply a personal address, I provide the Department with an email addrev which can W made available to the None To deter nine It you are a limnnea under Uapter455, P.S.,'plan a Ghh b_. . Preduat Approval Aemlaa: ffffl ZflimE2 Credit Card Safe A1ui1MLee�sE�R�11pAR JFRICAn TAU SUPPLY [IIC�flL01, Tampa, AR.' (813)242411)p ALUMINUM ROOF PANELS PRODUCT'APPROVAL DETAILSo • BLDO CODE{ 60, Edition (2017) FLORIDA BUILDING COOS LOCK PANEL9iUIN8TALL NVHZ` NOS FOR USE IN H3 _Ia • LIMITS, OF USG: FOR PATIO USE ONLY. -CARPORTS, -PAIIO COVERS - SUNROOMS- -SCREEN ENCLOSURES -CANOPIES. 'NDtes1 IMI -OSHERSLAE MINORSTRUCTURES b 1. Alummuln rootpaoels sha116p ofnlwnivum aR0y3105-H16rapprovedkinal. 2 R o- 3r Pro 4, All d. S. Sam y 1 F 6: Pan E95 '-(ttP,)• Co. 7. .nu Tj Ree ULMILY 3" RISER ROOF PANELS Er osuree ASC67.10 Ultimate Design Prestan an Table' OPEN " ES' Wlnd6 eetl Deal nPressure 0.024's-an ft 0.03("s an It 110 .. 1&4 1 .00 . 12.00 .120. 212 9.85. 17.00'. ,130 - 24l8 9.40.. 12.00 140 2B,8 &87 1L58.. 150 '33D -- &17 11,11. :1TA 37.5 7.68 Exposure B': : ASCE'7-IOUltlmate Desl nPrdssureS aaTa8le NOOSED ATTACHED 1111E . - VAndS eed Design Pressure '0.02Ws'ao D 0.030°s as ft)- 121) 19.0:.. 10.00 12.00 120. 22.6 - '.9.68 1L00 .. 130' 26.5 +9.19 il:&3 140 30.8 .853 1L36 150 iFA 40.1 :7.41 8.11. 30UI[iinate OPEN S UMRESesf "Pressure-0.024"s an(fl .0.03D'"span(ft2L2 9.73 1100 MeedD611U _... 25.09.38 :'1L0030.0 8.67 34.8 7.93 8.89- 19.445:4 E4 &sureC ASCE7-100IRmate Desl Pressures an Table CLOSED ATf EO UMRE9 - - - WIndS end .. Deal nPressure. 0.024 anJf[ 310. .. 9.63 �. -1200 ' 120. --130. '27.3 9.09. ' 11.74 - :3L1 &32 - - 12.21 140: .., 37.3 . - ... 7.70. _. 8.53: '42.7' 7.21 - 7.79 .. '%6D 48.6 Tesl RCPOR N0.:. 11M Nl 10crtek CONSULTING STRUCTURAL ENGINEERS to FBC ,d mats and laa36 's d. Bit L60. N ucte,,a Pa. anatum Iwam eleswNrvytip"emNremM' tyw vlam,PBmI amdne 0:ma. Dived m-} WNndmpl¢t•IWadailme'a uT cwvMrttltt, d•sryeeliuv.k 4yia ITAI bmmeCan niye6n,ankmgn 3111aA1.101£pJpAfW - Pp BOX ImN *w.w0:s 6� m 3� In F j0 0" LLW J [do 2 LLa& d.N�c C U 0 H of