The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORSi r - BCIS Home € Log In ' User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search j Florida Product Approval USER: Public User %emaxc� :G.�n Product Approval Menu > Product or Application Search > Application List > Application Detail FL # t FL3I Application Type Revision Code Version L0 L4``' Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Pd�stles� Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category mrs orxDonrs Subcategory Swi gingjExterioF06irASsembIies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE R Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2009 ASTM E-1996 2012 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A 0 Date Submitted 06/08/2017 Date Validated 06/09/2017 Date Pending FBC Approval Date Approved 06/14/2017 Date Revised 11/07/2017 Summary of Products FL # Model, Number or Name Description 3 1g � 'CR 290 , ` I Aluminum Hinged Door Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL331 R12 C CAC FD-290 Certifiication.pdf 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 Ins ructions for design FL331 R12 11 F13-290.0df pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL331 R12 AE FD-290 Evaluation.ocif Created by Independent Third Party: No 331.2 FD-5455 I Vinyl French Door & Sidelite/Transom Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL331 R12 C CAC Certification FD 5455.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/21/2020 Design Pressure: N/A I Installation Instructions Other: Please see the Installation Inst uctions for design FL331 R12 fI FD-455.Ddf 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 R12 AE FD-455 Evaluation.pdf Created by Independent Third Party: No 331.3 FD-5555 I Vinyl French Door & Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R12 C CAC Certification FD 5555.odf Approved for use outside HVHZ: Ye Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/21/2020 Design Pressure: N/A I Installation Instructions Other: Please see the Installation Instryctions for design FL331 R12 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 R12 AE FD-555 Evaluation.ndf Created by Independent Third Party: No Contact Us :: 12601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cop lvrio ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public recoros. 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 ofl`ice 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 Octobe 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 to supply a personal address, please provide the Departm nt 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: Credit Card Safe GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 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. 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS 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 SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING 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 MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM E1300 ANCHOR LOCATIONS 8& SPACING 37-318" OVERALL MAX. 72" BUCK MAX. OVERALL BAR) 36" BUCK MAX. (Z-BAR) j I_- SH 80-11116" 1 27-1/2" INSERT OVERALL 20" MAX. MAX. MAX. SEE 80" BUCK / NOTE MAX l �y A (Z-BAR) 12-5/8" MAX. ►I _ 3-15/16" I I MAX. MAX. 8) THE 1/3 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) IF 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 AND/OR DEADSOLT. TARI F 1- Anchor Type 4=w(,oulhern Substrate Min. Edge Gist. Min. Embedment tN12 Steel SM Pine) 9/16" 1-3/6, Steel Stud Gr33 318' .045 (18 GA) �Cturrrinum•G06ff� 91IB",-- —11B' steel, A39.--'_ 3/6" 1/4" Masonry Anchor Concrete 1" 1-3/8" 1 24/2" 1-1/4" num: run nu.,e ECC F "o, "....�.. BEYOND INSIDE FADE OF MATERIAL 13-1/1( 23-5/8" MAX. i 37-3/8" OVERALL MAX. 36" BUCK MAX. (Z-BAR) 96-11/16" SH OR PW —r OVERALL INSERT 23-3/4" MAX. MAX. MAX. - - 0 SEE NAOTE 96" BUCK MAX - (Z BAR) 2 --14-718" MAX. MAX. 8'-0- HI SINGLE (X) �" • —. AsTesled Configurations Max. Nom. Size (in) Configuration Swing Direction Frame Type SIII Type DP (PSF) Certification Number GI l36x80Z2 MS166 .. �,Or1"Wro L '7had0DX- �ligh jtilimpe0— 4/-•50- :196-789, 791 36x96 Single pq - Old -swing Z-bar/Box Medium (bumper) +/- 35 190-792 Min. 1/8" Temp.. 72x96 Double ()OQ Out -swing Z•bar/Box Medium (bumper) +/-35 38x98 Single (Xi Out/In-swing 2-bar/Box Low (saddle) +1-35' 793' 794 Mono. or I.G. 72x96 Double (X)q Oulfln-swing Z•bar/Box Law (saddle) +/- 35' •Limited Water (Water Infiltration Tested at 0 psQ. SH OR PW SH OR PW 8VERAL 27-1/2' INSERT INSERT OVERALL MAX. MAX. 0 80" BUCK - -- - MAX o o (Z-BAR) � 11" MAX. - 1 _II I '1 -'I 3M5AX. MAX. f MAX. 6'-8" HI DOUBLE (XX) 73-3/8" OVERALL MAX. 72" BUCK MAX. (Z-BAR) MAX._ _ SH OR PW SH OR PW 96 11/16" INSERT INSERT OVERALL MAX. T 96" BUCK T MAX 23-5/8" (Z-BAR) J� 00 MAX' MAX. - I -�l I _ 1 �M5AX6• MAX. f MAX.-� 8'-0" HI DOUBLE XX J. ROSOWSKI 1 091301111 ALUMINUM 6063-T6 .1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 FLCERT.OFAUTH.:29298 CABANA DOOR INSTALLATION A. Lynn Miller, P.E. °vbs'M0di0 �°` a'"'° P.E.#58705 11-290 NTS 1 of 3 1093011JR INSTALLATION WITH BOX FRAME EDGE I DISTANCE �: T-- EMBEDjjMENT /// /i/ _L_� SHIM OPTIONAL OUT -SWING SHOWN�� EXTERIOR OPTIONAL FIXED LIGHT INSERT SHOWN BOX FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL FIXED LIGHT INSERT SHOWN !OR OPTIONAL SADDLE THRESHOLD mn SHOWN Fa n -� EDGE DISTANCE — EMBEDMENT i ix \�\ WOOD SHIM OPTIONAL IN -SWING SHOWN a EXTERIOR OPTIONAL SUBSTRATE OUT -SWING INSTALLATION NOTES: 1) SEESHEET 1 FOR SPACINGREQUIREMENTS. L131111 2) SEE TABLE 1 FOR ANCHORAGE EXTERIOR SHIM AND SUBSTRATE REQUIREMENTS. n. 3) MAX. SHIM THICKNESS TO BE 1W. 4) FOR HARDWARE DETAILS, SEE SUBSTRATE SHEET 3. ,_r�� SHIM OPTIONAL FIXED LIGHT INSERT SHOWN BOXFRAME, C HEAD INSTALLATION SIN (USING 1X WOODBUCK) OPTIONAL KICKPLATE INSERT SHOWN EXTERIOR OPTION! 1-7/16' BUMPE1 THRESHC SHOWr EXTERIi OPTIONAL BUMPEF THRESHO SHOWN BOXZBAR FRAME, SILL INSTALLATIONS JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) BOX FRAME 1X OPTIONAL JAMBINSTALLATIIN EXTERIOR WOOD IN -SWING (USING I WOODBUCK) :G SHOWN OPTIONAL SINGLE HUNG INCFRT OPTIONAL FIXED LIGHT INSERT SHOWN OPTIONAL , • 1 ` ' I•+' ! !!! , ADJUSTABLE . ,� ;;.7� •;, BUG SWEEP ,,....,,: .• ,;� (SADDLE THRESHOLD'S ONLY) - ftffl wnxnr.9mrMWTACOWA J. ROSOWSKI 09/30/11 ALUMINUM 6063-T6 ,moo oarm c�ear�iu w. � A PROPAMTM..N°PDRnWN 710 nocvvevrwreeu�m ameaw�N M/rfQ0111A1gVf MOPM7SfD F1[lIB! �wPorwTwma 10T0 TECHNOLOGY DRIVE NOKOMIS, FL 34275 FLCERT.OFAUTH.:29290 tmc CABANA DOOR INSTALLATION A. Lynn Miller. P.E. e'b"�odt a "�°` Or•MpNc A..: P.E. 858705 CD-290 I NTS 2 of 3 1093011JR INSTALLATION WITH Z-BAR FRAME EDGE _ DISTANCE EDGE __ DISTANCE EMBEDMENT�� ,SUMT E EMBEDMENT \ 4 SHIM l OPTIONAL OPTIONAL OUT -SWING INSWING SHOWN SHOWN EXTERIOR EXTERIOR OPTIONAL alv, FIXED LIGHT INSERT SHOWN Z-BAR FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL FIXED LIGHT INSERT L SHOWN EXTERIOR OPTIONAL SADDLE THRESHOLD SHOWN 1X WOOD SHIM nr C A. WAAr1WADr fAl I FPAMP TYPPAI Pert# Deecri lion 7CDSP Look Stdke Plate 6FLATM Striker Backing Plate 7CDSPDB Deadboft Strike Plate 78516)6 8832x.375 Ph. Fl. S.S. 4USLOK Lock Soppod Assy. 76MFW #6 x.750 Ph. FL SMS 7COSP Look Stdke Plate (Active Slab) SFLATM Stdker Backing Plate (Aclhr✓ Slab) 7CDSPDB Deadboll Strike Plate (Acthe Slab) 7851WO 0832 x .375 Ph. FI. S.S. (Actha Slab) GCDF4MW R. Faam fined-3 SW MEAD DeadboNKnob (Attire) 7KNOBO Knob Satgreciiw) 70DKL0KB DcodbolOKnob- Pd.hM Bwes(Atli.) 7DBLKB Doable Locksel 69333W Hinge 417114 FBnge Pin Cap 41705 Hinge Pin B.hing 7)00(OM Hinge Pin 7VT45 Hinge RIM 7834FPTW 48 x.750 Ph. FI. TEK SMS OPTIONAL — FIXED LIGHT T INSERT SHOWN Z-BAR FRAME, OPTIONAL HEAD INSTALLATION SINGLE HUNG (USING 1X WOODBUCK) INSERT SHOWN OPTIONf KICKPLAI INSERT SHOW EXTERI OPTIONA 1-7/16" BUMPER THRESHOI SHOWN EXTERIOR OPTIONAL 2' BUMPER THRESHOLD SHOWN 7_BaR FRAr�1E SILL INSTALLATIONS SUBSTRATE SHIM OPTIONAL OUT -SWING i i �� SHOWN EXIT�E'IRRIOR \/ el lncroere 1X Z-BAR FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL SINGLE HUNG INSERT SHOWN EXTERIOR — Z-BAR FRAME, �r l rvrxrr1 FIXED LIGHT OPTIONAL JAMB INSTALLATION IN -SWING (USING'IX WOODBUCK) INSERT SHOWN SHOWN . � ''` ,mot .:, •.�, � '°o INSTALLATION NOTES: ) ,�.;•; U;,. 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. (li (Ol(s 2) SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. •" `-L�'� ' 3) MAX. SHIM THICKNESS TO BE 1/4-. a..nas: ova.: urbrac mEredadrtatcxark wwaavr4om �1 L� J. ROSOWSKI 08/30/11 1 ALUMINUM 6063-T6 ',°g,W)S7 1070 TECHNOLOGY DRIVE _ j NOKOOFAU H.:29 CABANA DOOR INSTALLATION 34275 FL CERT. OF AUTH.: 28296 A. Lynn Miller, P.E. aa4ermloart orate: erma av" v ' P.E.#58705 CD-29D NTS 3 of 3 1093011JR