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Home My WebLink AboutPRODUCT APPROVAL - SWINGING EXTERIOR DOORd borida c Product Approval r, USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail �- Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Ph one/Email Category Subcategory Compliance Method FL-3171w1113 A n" Approved FRECEIVED NOV 0 7 2018 de County, Pormitking tiIntlusf�lesa;m,.`y _1,070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 2231E druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 , (941) 486-0100 Ext21140 jrosowski@pgtindustries.com SCANNED BY St Lucie County Exterior'Doors o Iva Swing nag Exterior Dabr?Akgi' mbIies i' Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE `=i Validation Checklist - Hardcopy Received r Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/l.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2009 ASTM E-1996 2012 Equivalence of Product Standards Certified By 2I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes 0No ON/A https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2b... 3/12/2018 i Florida Building Code Onlixi" Page 2 of 2 j Product Approval Method Method 1 Option A Date Submitted 11/07/2017 Date Validated 11/07/2017 Date Pending FBC Approval Date Approved 11/09/2017' Cum of Drndurhe FL # Model, Number or Name Description 331 1""`�— CD 290 T Aluminum Hinged Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R13 C CAC FD-290 Certification. Of Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/21/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R13 II FD-290.12df pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL331 R13 AE FD-290 Evaluation.pdf Created by Independent Third Party: No 331.2 FD-5455 Vinyl French Door & Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R13 C CAC Certification FD 5455.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/21/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R13 11 FD-455.1)df pressure, size and anchorage information. Also known as the Verified By: A. Lynn Miller, P.E. 58705 455 Series. Created by Independent Third Party: No Evaluation Reports FL331 R13' AE FD-455 Evaluation.odf Created by Independent Third Party: No 331.3 FD-5555 Vinyl French Door & Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R13 C CAC Certification FD 5555.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/21/2020 Design Pressure: N/A Installation Instructions Other. Please see the Installation Instructions for design FL331 R13 II FD-555.odf pressure, size and anchorage information. Also known as the Verified By: A. Lynn Miller, P.E. 58705 555 Series. Created by Independent Third Party: No Evaluation Reports FL331 R13 AE FD-555 Evaluation,odf Created by Independent Third Party: No Fade next Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 050-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accesslblllty 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 mail. 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 bo 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: _ NO 0 C-eadft C4.rd https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2b... 3/12/2018 GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 13-1/1( 211 WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1412"THICK. 1X MAX. WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR TT GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE 27-1/2" BY OTHERS. MAX 3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6) ANCHORS SHALL BE COATED OR CORROSION RESISTANTAS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATEAND FLANGE OR FIN. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRYUNITS COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM E1300. 8) THE 113 STRESS INCREASE WAS NOT USED IN THIS NOTE A: ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE REQUIRED 9) 1F THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3" OF THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF THE HANDLE ANDIOR DEADBOLT. TABLE 1: Anchor Type Substrate Min. Edge Dist. Min. Embedment iR12-Steel_SMS Wood (Southern Pine) 9/16' 11a/8' Steel Stud Gr33 31V .D45 (18 GA) ;ANs�6num•G081_Tfi-.. ' -' 3l$',..�' =1)8"_ Steel, A30 3/6" Iff 114" Masonry Anchor Concrete 1• 1J/8' H.JI.CMU 2412' 1 14/4• BEYOND MSIOE FALEOF6VnERNL'w" '• ANCHOR LOCATIONS h SPACING 37-3/8" OVERALL MAX. I I- 73-3/8' OVERALL MAX. 36' BUCK MAX. Z-BAR t 72" BUCK MAX. Z-BAR) 13-1/1 MAX SH OR PW 80-11/16" OVERALL T I SH OR PW SH OR PW I 80 11/16" INSERT 20• M AX, MAX,. 27-1/2" INSERT INSERT OVERALL 1 MAX. MAX. o _L SEE 80" BUCK 0 80" BUCK -NOTE MAX O A (Z-BAR) 2—� 12-518" MAX. - I14-7/8" _ 3-15116" �1 MAX.I _ ~I MAX 37-3/8" OVERALL MAX. 36" BUCK MAX. (Z-BAR) MAX (Z-BAR) L1 j2_5/B• MAX. 1 MAX. '1 f MAX. I 3-1MAX. V-6' HI DOUBLE (XX) 73-3/8" OVERALL MAX. 72" BUCK MAX. (Z BAR) •--►� 13-1/16' 13-1/16" MAX. MAX. SH OR PW 96-11/16' _ SH OR PW SH OR PW INSERT 23-3/4' M1AX. OVERALL MAX, INSERT INSERT - 12-1/4 " T 23-5/8" MAX. _ MAX. o SEE 23-T518" MAX. o / NAOTE 96' BU K _ O AX 00 (Z-BAR) 21" MAX. ) �. V 12_518" 90-11/16" OVERALL MAX. 96- BUCK MAX (Z-BAR) MAX. MAX.- f l _ 11 MMAX. f f 3 ' 1 MAX. +� '1 MAX _- �M5AX. 'I f MAX. MAX. 8'-0" HI SINGLE(X) , , 6-O" HI DOUBLE (XX) `L .. ....:`.<� � �. w...p: oau u.rre rrrr"dwnoiomo c;IS:. ' J. ROSOWSKI 09/30111 ALUMINUM 6063-T6 ,ao Aa,Teeted ConfiguraOons Max. Nora. Size On) Con69�tlon SvAng Direction Frame Type Sill Type Dip (PSF) Certification Number Glass r36ii60— —Sfrgis(XIZ E_00t. 95nng3 _7-baf_7BOX', -HI9m(bumper),- -tL-50. �19D-789;,793 0608-- =SHVIG 7qOuYswinr- Z4iaNBox Medium (bumper) 1913-792 Mln. 1/8" Temp., 72x(16 Double (M Out-sning Z-bar/Box Medium (bumper) +/-35 38X96 Sirgle()p ONM•smng 2-bar/Box LOW(saddla) +1-35' 793, 794 Monmorl.G. 72x96 Double (M OuVhn &%ving Zbv/Box Low (,%R dlla) +1-35 -UmIted Water (Water Infiltration Tested at 0 pep. .f•" �`ti .. .NommftliMr.i o0arxrwrsw G la LC -1,-i�. DRIVE vI`1� .".•'!•,'! FLOC-.t: •1070TECHNOLOGY NOKOMIS. FL 34275 FL CERT.OFAIfIH.:29296 CABANA DOOR INSTALLATION 1 1.1I`. •�A. Lynn Mitter, P.E. '•�•"aaK �•: sr,.e owx. ♦S1%� •, P.E. 958705 CD-200 NTS 1 of 3 101ZT011JR INSTALLATION WITH BOX FRAME ,J EDGECPTIONAL - I DISTANCE OPTIONAL L SINGLEH NG EDGE SU ,gA SUBSTRATE OUT-SWING SHOWN DISTANCE SU T(jPt EMBEDMENT / EMBEDMENT // / / / + 1X C� _ WOOD SHIM 'I( SHIM INSTALLATION NOTES: OPTIONAL l OPTIONAL 1) SEE SHEET 1 FOR SPACING OUT -SWING IN -SWING REQUIREMENTS. BOX FRAME SHOWN SHOWN 2) SEE TABLE 1 FOR ANCHORAGE EXTERIOR SHIM JAMB INSTALLATION AND SUBSTRATE REQUIREMENTS. (� — (DIRECTLY TO SUBSTRATE) 3) MAX. SHIM THICKNESS TO BE 1147. 4) FOR HARDWARE DETAILS. SEE SUBSTRATE FOR EXTERIOR SHEET 3. ,_�T� SHIM no OPTIONAL FIXED LIGHT INSERT SHOWN BOX FRAME, HEAD INSTALLATION (DIRECTLYTO SUBSTRATE) OPTIONAL FIXED LIGHT INSERT SHOWN EXMIOR OPTIONAL SADDLE THRESHOLD SHOWN n 9- OPTIONAL FIXED LIGHT INSERT SHOWN _ OPTIONAL KICKPLATE INSERT SHOWN EXTERIOR OPTION! 1-7/10' BUMPS THRESH( SHOWI OPTIONAL SINGLE HUNG INSERT SHOWN EXTERIOR OPTIONAL 2- BUMPER THRESHOLD SHOWN 1X ur!! — JAMB INSTALLATION -- EXTERIOR WOOD IN -SWING INSERT SHOWN (USING 1X WOODBUCK) SHOWN OPTIONAL ADJUSTABLE ��;,f" BUG SWEEP `,i ; -•'`! (SADDLE THRESHOLD ONLY) 6L ,.w. oy. u.x: ••. ., mseraawm�omavmaumnxm J. ROSOWSKI 09/30111 ALUMINUM S;ow. ove m�cuel7i,®aienvae' �vrma!�m!wrrrrcmia�wmra+ I�!RRifFn/lII� bVtj/Z>4%�I,I� "�` // 107ETECHNAUTH. DRIVE /jNOKOI.IIS. /...XtZ-BAR / / FL 34275 FLCERTOFAUTH.:28298 CABANA DOOR INSTALLATION FRAME, SILL INSTALLATIONS A. Lynn Miller, P.E. P.E. 458705 CD-290 NTS 2 of 3 1093011JR INSTALLATION WITH Z BAR FRAME EDGE y I DISTANCE f - RRRAAA __ T E / EMBEDMENT C / SHI OPTIONAL OUT -SWING SHOWN EXTERIOR OPTIONAL FIXED LIGHT INSERT SHOWN Z-BAR FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL OPTION) FIXED LIGHT KICKPLA INSERT INSERT SHOWN SHOW <p c EXTERIOR EXTER OPTIONAL OPTIONA SADDLE 1-7/16' THRESHOLD BUMPEF SHOWN THRESHO SHOWN S BS EDGE TABLE 3: HARDWARE (ALL FRAME TYPES) DISTANCE T l SU EMBEDMENT 1x WOOD M SHIM OPTIONAL INSWING SHOWN EXTERIOR Paid # Descrl Bon TCOSP Laek8ldko Plot. eFLATM StdkerBwfjM Plate 7CDSPDB Deaabos stake Plate 7BS16Xi /eJ2x .379 Ph FI. 8.8. 41.18LOK Loek Support Me y. , 7034FW Nx.750 PA. FL SMS 7CDSP Lack Strike Plate(Acthm Slab) 6FLATM Slrikar Backllg Plate (Actin Slab) 7CDSPDB Deadbdl Strike Plate (Ache Slab) 7551106 08-32 a .375 Ph FL S.S. (Acthc Sleb) 6cDRIMW R. Foam Imen.33W 7DEAD DeatlbollKnob(AcBte) 7KN09O Korb Set (1-11 e) 7mKLCKB DeodbolSKnob- Polkhod Braas(Ac11m) 70OLKB Double Lockaet 69333W Hinge 417Ha Hype Plat Cap 41705 Hinge Pm Beefing 7wvnM Huge Pin M45 HogeFLT 783/fDTW f8x.750 Ph FLTEK SMS OPTIONAL FIXED LIGHT INSERT SHOWN Z•13AR FRAME, OPTIONAL HEAD INSTALLATION SINGLE HUNG (USING 1X WOODBUCK) INSERT SHOWN a EXTERIOR OPTIONAL 2' BUMPER THRESHOLD SHOWN SL :-BAR FRAME, SILL INSTALLATIONS SUBSTRATE SHIM OPTIONAL OUT -SWING / SHOWN EXTERIOR U Z-BAR FRAME n JAMB INSTALLATION `7 (DIRECTLY TO SUBSTRATE) 1x OPTIONAL SINGLE HUNG INSERT SHOWN EXTERIOR Z-BAR FRAME, veil 'M eil'M OPTIONAL JAMB INSTAL LAXION FIXED LIGHT INSWING (USING 1X WOODBUCK) INSERT SHOWN • L, SHOWN INSTALLATION NOTES: _ k37.05 1)SEESHEET1 FOR SPACING REQUIREMENTS. [oil, 2) SEE TABLE I FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. >. � F 3)MAX. SHIM THICKNESS TO BE I/4'. '.t: �-, '•••..-.•• .•;�- o..eeF ar: aa� MRMOdlbca!ftir aaaAaaem jT J. ROSOWSKI 0913(Yll ALUMINUM 6063-T6 °�• AA1D��VE N IbM O/. iY,Ybc y,OpnoP3TuiKMranvlmm maasrrwrteu¢nmlerm,>tne .mmm lsr7av77lemtaoaearlBr ' 7aselsnaawrAwaarts ® ae,apo'<c 1070 TECHNOLOGY DRIVE Tu. NOKOKCS, FL 34276 FL CERT. OF AUTH, 29298 CABANA DOOR INSTALLATION A. Lynn Miller, P.E. °"w"i0"' ".' PE 958705 CD-290 NTS 3 of 3 1093011JR