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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 2 xg as BC[S Home Log In User Registration Hot Topics Submit Surcharge t Stats&Facts i Publications £ FBC Staff BCIS Site Map Links Search db (0i Product ApprovalUSER:Public User .-. 4 n a Product Arorrva'.Menu>Product or Aoolication Search>AyOicatlon I..I.st>Application Detail 3 +c. t £ _ e FL# ,�FL331 2R 1 " an d Application TypeRevision Code Version 2014 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 ,r— Product Manufacturer / PGT Industries Address/Phone/Email 1070`Tec6ri;log'y Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category -ExteriGr.00rs I Subcategory Swmging_Exter'ioDoor Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE i 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 Date Submitted 06/11/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2b... 1/18/2017 Florida Building Code Online - . Page 2 of 2 ` Date Validated 06/16/2015 Fma Date Pending FBC ApprovalDate Approved 06/27/2015 _ Summary of Products — �— FL# ,NISI;.Numbei or Name Description 331.1 f'CD-290' „f Aluminum Hinged Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL331 R.:1. C CAC FD-290 Certification, df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/21/2018 Design Pressure:N/A //Installati6nn Instructions Other:Please see the Installation Instructions for design pressure,sizeE,FL331-Rif--II-FD-290.1)df - and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL331 R41 AE FD-290 Evaiu0ti0n.0df Created by Independent Third Party:No 331.2 FD-455 Vinyl French Door&.Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ:No F1.:.31 RII. C CAC Ceaificatien FD-455 df _.._.._......_..........---..--.._..__..._._._......----- Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/21/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size F1.331. R1.1 11 9D-455.odf and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL_-31 R11. A' FD-455 Evalu tion.0df Created by Independent Third Party:No 331.3 FD-555 Vinyl French Door&Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL331 R11 C CAC C e:tification 1`13-555 II.ndf Approved foruseoutside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/21/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL33 t,._R.1,_I=D=5=5.piif and anchorage information. Verified By:A.Lynn Miller,P.E.58705 , Created by Independent Third Party:No Evaluation Reports j fL331 R17. AE FJ-555 Fva�i:latirn.:gef E( Created by Independent Third Party:No ' Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility 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 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: Credit Card oaf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2b... 1/18/2017 GENERAL NOTES: ANCHOR LOCATIONS 8 SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO II(�37-3/8"OVERALL MAX. I(� 73-3/8"OVERALL MAX.- COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN Fes---- 36"BUCK MAX.(Z-BAR) I 72"BUCK MAX.(Z-BAR) -`II PRESSURES LISTED. �_ II I— 13-1/16" -- 1 13-1/16" 2)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-12"THICK.1X MAX MAX. WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO -T `-j— $0-11!16" SH OR PW SH OR PW SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR ? SH OR PW r OVERALL 80-11/16" GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT 20"MAX. INSERT INSERT BY OTHERS. 27-1/2" MAX. 27-1/2" OVERALL MAX. --L I MAX. MAX. 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF / 0 SEE 80"BUCK I 0 80"BUCK I ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). --- NOTE MAX MAX ' 0 A (Z-BAR) %/ 0 �JJJ (Z-BAR) 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT �// FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF / TRANSFERRING APPLIED LOADS. 21"MAX I 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS _ I 12-5/8" APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS 12-518" SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MAX. MAX' 1 ` ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS 3-15/16" I ' 14-7/8" 14-7/8" 6" 3-15/16" 1 SPECIFIED IN THE FLORIDA BUILDING CODE. �--� MAX.�-'-I MAX. MAX. '1 f -MAX.` MAX. i 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND 6'-8"HI SINGL � 6'-8"HI DOUBLE(XX) FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. J 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN -- 37-3/8"OVERALL MAX. 73-3/8"OVERALL MAX.—� PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS I --T 36"BUCK MAX.(Z-BAR) 1—I,--72"BUCK MAX.(Z-BAR)�I COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM E1300. 13-1/16' 13-1/16" 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS NOTE A: MAX. MAX. 1 ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR - 96-11/16" WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE SH OR PW OVERALL SH OR PW SH OR PW 96-11/16" REQUIRED INSERT 23-3/4"MAX. MAX. INSERT INSERT OVERALL 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3"OF THE S TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF MAX. THE HANDLE 121/4" 96"BUCK - AND/OR MAX DEADBOLT. 23-5/8" _ MAX. 23-5/8" (Z-BAR) TABLE 1: MAX. o SEE MAX. Substrate Min.Edge Min. / NOTE 96„BUCK _!___ -- Anchor Type Dist. Embedment — - 0 A MAX ®® I Wood(Southern Pine) 9/16" 1-3/9' - -_� (Z-BAR) i f Steel Stud Gr 33 318" .045(1 B GA) 21"MAX. I #12 Steel AS / Aluminum-6063-T5 a � 1 t Steel,-A36 —3/8t< _1/B" j 12-5/8" 12-5/8" i .�,,, s 1/4"Mason ry Concrete 1" 1318" MAX. j MATX. � Anchor NOHOWCMU 2-1/2" t-t/4" T— 3-15/16" 14-7/8" �`6" I _ i 15116" 14-7/8' (- '1 �� NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS MAX MAX. MAX. I MAX. MAX. CYr,=L BEYOND INSIDE FACE OF MATERIAL 8'-0"HI SINGLE X r, I I r 'HI DOUBLEXX x Ea TABLE 2: - As•Tested Configurations :'l''.::.:...:;;�i? oJ.ROSOWSKI 0o"09/30/11 AALU Nnrrw � a+aMRmn� J. LUMINUM 6063-TB I Max.Nom. Stain DP Certification �ttn�WTAW N0P0RMN FM6 M9 RfG^METi1Rx r1OP4Qr10N�rla6 Configuration s Frame Type Sill Type Glass �' �' ^°"�" 6eamrnHr6erama+Rojaoacmw _Size(in) Direction _ (PSF) Number _ - •;c.5'�= _ "r^'�"'�rr��N1DOB' 'w �I 36x80 Single P0. Out swing Z-bar/Box High(bumper) 1 +1-50 1 190-789,791 a:wasla+ar�remrmRirv. (,;�{' 36296-`Single(X)- Out swing'ZbaNBox`"Metllurn(bumper)'-+l=35- --_Min 72x96 Double M Out-swing Z-bar/Sox Medium(bumper) +/-35 194792 Tem (B �� (' .1078 TECHNOLOGY DRIVE~ ) uVln-swing ZbarlBoz Low saddle +/-35• Mono.or 1.G. NOKOMIS,FL 34275 ms' s 36x98 Single(X) o s (saddle) - �'r' FL CERT.OFAUTH.:29296 CABANA DOOR INSTALLATION 793,794 "•,'Q�.'...%'l„: 72x96 Double(XX) OuVln-swing Z-bar/Box Low(saddle) +/-35' �'p_: "�,l `i•.` aa,yrrm,e smie: fir+x o,.woNw R.r. *Limited Water(Water Infiltration Tested at 0 psq. ;;i f ', A.Lynn Miller,P.E. P.E.#58705 CD-290 ITS 1 of 3 1093011JR INSTALLATION WITH BOX FRAME EDGE r DISTANCE� OPTIONAL OPTIONAL SUBSTRATE OUT-SWING SINGLE HUNG EDGE SU TRRTEi SHOWN INSERT -' DISTANCE V / /�/ // /�j SHOWN EMBEDMENT EMBEDMENT', / / i/ 1X 1 --- / WOOD v — - --- SHIM SHIM INSTALLATION NOTES: OPTIONAL OPTIONAL 1)SEE SHEET 1 FOR SPACING /� OUT-SWING INREQUIREMENTS. SWING _ '�J� 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 14'. V - 4)FOR HARDWARE DETAILS,SEE SUBSTRATE ' EXTERIOR EXTERIOR SHEET 3. SHIM — 7 i r OPTIONAL OPTIONAL FIXED LIGHT • FIXED LIGHT INSERT INSERT BOX FRAME,_ ' SHOWN OPTIONAL SHOWN OPTIONAL FIXED LIGHT I EXTERIOR 1X JAMB INSTALLATION i BOX FRAME, BOX FRAME, OPTIONAL f� WOOD IN-SWING (USING 1X WOODBUCK) INSERT SHOWN SHOWN HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG �/ (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT SHOWN I kA \jk— OPTIONAL OPTIONAL FIXED LIGH?F_u;�7 KICKPLATE >°oo°o°°°o°000° INSERT OPTIONAL INSERT SHOWN _ ADJUSTABLE ,,,y ,� SHOWN BUG SWEEP ., (SADDLE THRESHOLD - ONLY) T..a EXTERIOR EXTERIOR EXTERIOR OPTIONAL OPTIONAL OPTIONAL 2" r ' SADDLE 1-7/16" BUMPER own er: oem: AIeMNI: rAEM1dLIMYALFSIp/pt61TAWIrAO® TFo THRESHOLD BUMPER THRESHOLD J.ROSOWSKI 09!30!11 ALUMINUM 6063-T6 �'"f� wrcrenrosacr SHOWN THRESHOLD SHOWN � � `F � �, �� Axuva�rnnrxovammna�ras �?.: nocvaevrwreeurmaxr•mnaKtueu e1.F SHOWN ��r �. Knrnerwnirrsva;.��zar. SUBS T SUB RA / SU ST �E :'I, 1070 TECHNOLOGY DRIVE NOKOMIS,FL 34275 imrc 2( / / / FI CERT.OFAUTH.:29298 CABANA DOOR INSTALLATION BOX/ -BAR FRAME,,- a nwuoase s®n sr c a'arro r+> s r t-"`"' { A.Lynn Miller,P.E. I SILL INSTALLATIONS t P.E.#56705 CD-290 NTS 2 of 3 1093011JR ti. INSTALLATION WITH Z-BAR FRAME EDGE TABLE 3:HARDWARE(ALL FRAME TYPES) DISTANCE Part# Description SUBSTRATE7COSP Lock Stake Plate EDGE _ I 1 6FU17M Striker Backi Plate DISTANCE—�-+ T / j i 1 7CDSPDB Deadbok Strike Plate SUBSTRATE 1 SU 7FiA E EMBEDMENT / j 478516nUBLOK #8.32 Sus Ph.FI.S.S. j SHIM OPTIONAL OPTIONAL 4// 4UBlAK Lock Support Assy, / SINGLE HUNG OUT-SWING 7634FW #fix.7511 Ph.ate Ft.SMS / ; SHOWN INSERT EMBEDMENT / � � � 1X 7CASP Lock stoke Plate(Amite Slab) / ; SHOWN /2// �� WOOD 6FLATM Stoker Backing Plate(Attie Slab) SHIM ` SHIM 7CDSPDB Deadbdl Stake Plate(Attire Sleb) OPTIONAL 76516X5 #8-32 a.3T5 Ph.FI.S.S.(Attire Slab) OPTIONAL 6CDRMW Rat Poem inert-33/6' OUT-SWING '—� IN-SWING ^� MEAD oeadbonncnoe(A°fire) -' SHOWN SHOWN 7KNOB0 Knob Set Orectito) { 7CDKLOK9 DeadbeluKnob-PaYshed Sa (Amhe) / 708LKB Doubly Lnakset 61704 Hl Pin 4 41704 F3rge Pin Cap EXTERIOR EXTERIOR 41705 Hnpa Pin Bushing EXTERIOR �/ Z-BAR FRAME, 7)OOLOM Hinge Pin JAMB INSTALLATION 7VT45 K.U.Ritet (DIRECTLY TO SUBSTRATE) 7834FPTW #8 x.750 Ph.FI.TEK SMS SUBSTRATE 1X WOOD J SHIM L OPTIONAL FIIXEDOLIIGHT FIXED LIGHT INSERT INSERT / SHOWN SHOWN Z-BAR FRAME, Z-BAR FRAME, OPTIONAL / I HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT ` SHOWN j i 70--o-.00 OPTIONAL °o°o°o°o°o°°°o EXTERIOR Z-BAR FRAME, FIXED LIGHT OPTIONAL OPTIONAL eo t0000000°000°oo. OPTIONAL JAMB INSTALLATIONFIXED LIGHT II KICKPLATE ooit°,oo0000 IN-SWING (USING 1X WOODBUCK) INSERT INSERT INSERT °° o�oo°oo°oa°oo °°q SHOWN SHOWN SHOWN SHOWN °o°o °Oo ,. •.. INSTALLATION NOTES: C� � i)SEE SHEET 1 FOR SPACING REQUIREMENTS. EXTERIOR EXTERIOR EXTERIOR - (� (01(s 2)SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4. .'."1'r' `•"-`. OPTIONAL OPTIONAL OPTIONAL 2° SADDLE 1-7/16" BUMPER ur..°er. oam: 4dB1eC lrfiamcilkhtcesdYoaaumrcam THRESHOLD BUMPER THRESHOLD J.ROSOWSKI 09/30/11 ALUMINUM 6063-T6 's °tQ "nO` E awrsrwcs w+o msaoau crvr+u SHOWNTHRESHOLD SHOWN„ 7 ,utovaawuscwr.,wr0aroxornas nay�rrwree ism cw 8sytau�w —s. SHOWN -t_. Avrwwrinnwrn4¢mnkssmwstrerp.�.°r - iFwxa�to-varemia>8as s� _ oara�a•: S BSSUB r — 5 ST AT 1070 TECHNOLOGY DRIVE / , S,FL 34275 / FL CERT.ERT.OFAUTH.:20266 CABANA DOOR INSTALLATION i v/ :—OX—/Z-BAR FRAME, A.Lynn Miller,P.E. a.+anroea saw arrsaa uaMrvna — i (; 'S SILL INSTALLATIONS P.E.#56705 CD-290 NTS 3 of 3 1093011JR V49=1 t: j