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Home My WebLink AboutProduct Approval i i r Aap s BCIS Home ; Log In ; User Registration Hot Topics'; submit Surcharge Stats&Facts Publications ! FBC Staff) BCIS Site Map ; Links Search Prg Product Approval _ USER:Public User RECEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail ^'l FL# FL331-R12 1 SEP 2 2. 2017 pp Type Application T e Revision PERMITTING' Code Version 2014 I St.Lucie County, FL Application Status Approved •. *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Comments Archived ! ! Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com I i 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 Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE I Validation Checklist,-Hardcopy Received Ii Referenced Standard and Year (of Standard) Standard Year AAMA 450 1 2010 AAMA/WDMA/CSA 101/I.S.2/A440 200E ASTM E-1886 I 2005 ASTM E-1996 2009 ASTM E-1996 I 20I.2 Equivalence of Product Standards Certified By • I _ ?rodurt.Approval Method Method 1 Option A I; File Copy II Date Submitted 06/08/2017 Date Validated 06/09/2017 Date Pending FBC Approval Date Approved 06/14/2017 i • Summary of Products FL# Model, Number or Name Description I 331.1 CD-290 Aluminum Hinged Door 7 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R12 C CAC FD-290 Clertification.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract;txpiration Date Impact Resistant: No 09/21/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R12 II FD-290.pdf 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.Ddf Created by Independent Thirdl Party: No 331.2 FD-5455 Vinyl French Door&Sidelite/Transom Limits of Use Certification,Agency Certificate Approved for use in HVHZ: No FL331 R12 C CAC Certification FD 5455.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract'lExpiration Date Impact Resistant: No 05/21/2020 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R12 II 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 R12 AE FD-455 Evaluation.Ddf Created by Independent Third Party: No n 11 331.3 FD-5555 Vinyl French Door&Sidelite/Transom i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R12 C CAC Certification FD 5555.Ddf 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 R12 II FD-555.Ddf pressure,size and anchorage information.Also known as the Verified By: A. Lynn Miller, PIE. 58705 555 Series. Created by Independent Third Party: No Evaluation Reports FL331 R12 AE FD-555 Evaluation.Ddf Created by Independent Third Party: No Back Next � Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824I The State of Florida is an AA/EEO employer.Copyright 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 toll 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 providelithe Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addressesl.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. f Product Approval Accepts: I 0—edit Card Safe I I File CO"Y' II I GENERAL NOTES: ANCHOR LOCATIONS&SPACING ) 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO 37-3/8"OVERALL MAX. 73-3/8"OVERALL MAX. I COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN III' 36"BUCK MAX.(Z-BAR) 1 L.-.72"BUCK MAX.'(Z-BAR) PRESSURES LISTED, II -_ - J 13-1116" 1 13-1/16" (� .2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12"THICK.iX MAX I MAX. I WOOD BUCKS ARE OPTIONAL IF U`:IT IS INSTALLED DIRECTLY TO �- - 80-11/16" �"j SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR �- I SH OR PW� � OVERALL I l SH OR PW SH OR PW 80-11/16" - GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT 2Q"MAX, 27_1/2,• INSERT INSERT OVERALL BY OTHERS. 27-1/2" MAX, - , MAX. MAX. MAX. 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF tI SEE 80"BUCK •0 80"BUCK .ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). -+---- - _ NOTE MAX - - MAX 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT O A (Z-BAR) (Z-BAR) ! I FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF / I TRANSFERRING APPLIED LOADS. 21^MAX. i ' 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS /)1 _ I APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS 12-518" !/ 12-5/8" SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MAX. _MAX. _ I ALUMINUM SHELL BE PROTECTED FROM DISSIMILAR MATERIALS AS --LL-- 1 3 MAX," I SPECIFIED IN THE FLORIDA BUILDING CODE: 14-7/B" I 14-7/8" � _6" 3-15/16" �J ! MAX. MAX.�� ! I MAX.� � MAX. � MAX. ' 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND 6'-8"HI SINGLE(n 6'-B"HI DOUBLE(XX) 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 ---^I- 37-3/8"OVERALL MAX. I---73-3/8"OVERALL MAX.—�-f PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS �-r-36"BUCK MAX.(Z-BAR) 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 iJ3 STRESS INCREASE WAS NOT USED IN THIS NOTE A: ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR MAX. - 96-11116" MAX SH OR PW I SH OR PW I SH OR PW WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE � � OVERALL 1 96-11116" ! . REQUIRED INSERT INSERT INSERT 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3"OF THE 23-3/4"MAX. MAX, OVERALL j I TABLES,ALWAYS ROUND-UP TO THE NEXT LARGER VALUE. CENTERLINE OF —� ! MAX. 1 THE HANDLE - - J- T -- 96'�B K I AND/OR -� 12-1/4" T DEADBOLT. 23-5/8" _ MAX. 23-5/8" (Z-BAR) TABLE 1: MAX, G SEE MAX. / o Min.Edge Min. 11 _ NOTE �_ 1 // .4,rlchorType Substrate _1___ _ / 96"BUCK -_ -�' Dist. Embedment A MAX - - 7Jood'(Southern Pine) 9116" 1-3/9' - - ----� (Z-BAR) �. .•.Steel Stud Gr 33 3/8" .045(16 GA) 21"MAX. I C12 Slea;bMSS __ 111 Aluminum-6063-T5 3/8" 11ir Q Steel,A36 318" 1/8" 12-5/8" r� I ____ �____ 12-5/8' 1/4"Masonry Concrete 1" 1-318" MAX. MAX. Anchor Fallow CMU 2-12" 1-1/4" I I 3-15/16" 1 14-7/8" -I f 14-7/8" 6" ��3-15/16' - ---_ -NOTL-FOP-ALL-METSL:SUBSTRATES.SCREW EMBECMENT_SHALL PIE MIN.3 THREADS____ __ �'__ -MAX• -- MAX. I MN(.-� MAX• BEYOND1N&DE FACE OF MATERIAL - -- --- --- - -- -- - -- --- ----_ _ _— __— I .. 8'-o"HI SINGLE X ,. I 8'-0"HI DOUBLE XX li -� As-Tested Configure0one „•l "'..•1•••:.'.,i 7 w*^^e�' o"ro: wwar rxFoaaaaumtFxu �w aia m a� ' J.ROSOWSKI 09/30/11 ALUMINUM 6063-T6 wwarRrrsunccwsemmawra+FAnuc �y A1sa.Ctora Svrng. DP Certification '' nmPamRrErARx AOPaRnavoF nas Corfigura:ion Frame Type Sill Type Glass men RewaR.: ooctl�ATutrssasmoaRrmow.crow I 1 Size(m) - Direction (PSF) Number - .,r-1;� - wrcwarwmotRrrRw+sysm amna• i • ' 36x80 'T'•S!hglc 7a Out-swing Z-barlBox High(bumper) +/-50 190-789,791 �� rmursva¢rwnmtnaxs �R 2f .,Ex96. Singh,(Y.,• Out-svring Zbar/Box Medium(bumper) 4735 1 792 Min.1/8" PR:72x06 t�-U-cu—de(!JQ Oul-swino Z-barlBox Medium(bumper) +/-35 Temp., (9 1�^Lr�J .1070 TECHNOLOGY DRIVE ! 's6x96 I Single N Outfln-swing Z-bar/Box Low(saddle) +l-35' Mono.or I.G. '' - •l�,,� j- NOKOMIS,FL 34275 T°IO1 793,79di'L:i�'•`,. FL CERT.OF AUTH.:29296 CABANA DOOR INSTALLATION 72x96 Ccet66 pog OUVin-swing Z-bar/Box Low(saddla) +/-35' %?r •• -• �i' .. ,r�\✓ _ _. Smb: S i Pnv v^ Rer. A.L nn Miller,P.E. I 'Umitad Water(Water Infiltration Tested at 0 psq. -,"�'it i ce'' y CD-290 NTS 1 of 3 1093011 JR L.- �- P.E.#58705 1 INSTALLATION WIT}1 BOX FRAME EDGE _.. —� DISTANCE OPTIONAL OPTIONAL E SINGLE HUNG EDGE — - SU�3T SUBSTRATE INSERT -DISTANCE W / / �A / SHOWN SHOWN SU 17) T E EMBEDMENT / EMBED!NkNT /'� / 1X "J-- WOOD SHIM SHIM INSTALLATION NOTES: OPTIONAL _ OPTIONAL 1)SEE SHEET 1 FOR SPACING I 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) i t 3)MAX.SHIM THICKNESS TO BE 114". I 4)FOR HARDWARE DETAILS,SEE SUBSTRATE EXTERIOR EXTERIOR SHEET 3. / SHIM O _ I � OPTIONAL - OPTIONAL FIXED LIGHT �� FIXED LIGHT / - INSERT INSERT SHOWN SHOWN BOX FRAME OPTIONAL OPTIONAL 1X JAMB INSTALLATION FIXED LIGHT i EXTERIOR WOOD IN-SWING ( )USING 1X WOODBUCK INSERT BOX FRAME, BOX FRAME, OPTIONAL (-1 SHOWN SHOWN HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG `' . (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT SHOWN kA vAj OPTIONAL OPTIONAL °o°oq oo FIXED LIGHT KICKPLATE °e� INSERT INSERT °ned o°q OPTIONAL ,�•`'I ''/!'�;, SHOWN - - - - SHOWN °Od - °°dc ADJUSTABLE BUG SWEEP (SADDLE THRESHOLD ONLY) ... .._.,. - i I - - l ` EXTERIOR EXTERIOR EXTERIOR C7.. I �I�7 �- i — OPTIONAL OPTIONAL OPTIONAL 2" SADDLE 1-7116" _ BUMPER o,a.n er ew: a.ewr. �eoawnw,t�smvatar�oovrw/m I i THRESHOLD BUMPER THRESHOLD I J.ROSOWSKI 09/30/11 ALUMINUM 6063-1 SHOWN I THRESHOLD SHOWN I umvRov+rtrnar.N°°an'ra'r°"^°S �-' _ a.wer o.n x,w+�: aocuuvn+ureeus®oxwsnow.c:vN SHOWN — .wrwaixnnvrm>:eartessm wxmsv � r�nuAmovc�rt;r.:uarwes . SUBS/TF_AT ,� SUBST'RA7 / SU SjRATE / ` �/ f070 TECHNOLOGY DRIVE / / NOK.OF FLH.:75 29 / FLCERT.OFAUTH.:29298 CABANA DOOR INSTALLATION BOX/Z-BAR FRAME- / / sn,°aroe� sue: sr�c A.Lynn Miller,P.E. P.E.#58705 CD-290 NTS 2 o SILL INSTALLATIONS 1 3 1093011 JR csT�:iC:T;O(J\VITH'Z-B,+.R FfiArdE l EDGE TABLE 3:HARDWARE(ALL FRAME TYPES) _ DISTANCE—h Part# Description _ 7CDSP Lock Strike Plate EhGE..��— I -� -- SU ST TE 6FLATM Striker Backing Plate DISTANCE I, 7CDSPDB Deadboh Strike Plate SUBSTRATE j f SU TgggAAA E EMBEDMENT 7e516)3 #8.32z.375 Ph.Fl.S.S. SHIM OPTIONAL OPTIONAL 4U8LDK Lock SupportAssy. OUT-SWING SINGLE HUNG 7634FW #6 z.750 Ph.Ft.SMS j! INSERT EMBEDMENT- !/ j / `\ 1X SHOWN SHOWN \\ 7CDSP Lock Strike Plate(Active Slab) / WOOD 6FLA1M Striker Backing Plate(Acthe Slab) — SHIM L SHIM 7CDSPDB Deadboll Strike Plate(Active Slab) 78516XS #832 x.375 Ph.Ft.S.S.(Active Slab) / f - I OPTIONAL OPTIONAL / J - OUT-SWING �- IN-SWING 6CDRONW Rim Foam Insert-33re' ; ) ( SHOWN SHOWN 7DEAD D-dboNKnob(Acth,) _ f 7KNO90 Knob Set(btaetiw) 7COKLOKB DeodbolVKnob-Pollshed Smes(Aclhe) t)I 7D9LKB Double Lockset I f 69333W Hinge 41704 Hinge Pin CAP 4 O Z-BAR FRAME EXTERIOR EXTERIOR 417DS range Pin Bustung EXTERIOR .. - 71oaOM H6ngepin fl_ JAMB INSTALLATION rvTas Hnge Rtvet �J (DIRECTLY TO SUBSTRATE) 7834FPTW #8 z.750 Ph.Fl.TEK SMIS ix SUBSTRATE WOOD TT �! SHIM OPTIONAL —7 OPTIONAL iII FIXED LIGHT �v FIXED LIGHT ! INSERT INSERT !!!! SHOWN SHOWN 7 i I 2-BAR FPAME Z-BAR FRAME,L-AD OPTIONAL / I _ H INSTALLATION HEAD INSTALLATION SINGLE HUNG / I (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT / i - SHOWN / OPTIONAL I °ooa EXTERIOR Z-BAR FRAME, FIXED LIGHT OPTIONAL OPTIONAL OPTIONAL JAMB INSTALLATION s IN-SWING INSERT FIXED LIGHT II KICKPLATE oo� (USING 1X WOODBUCK) 1 SHOWN SHOWN INSERT � INSERT o ooQ Ali•:: I - -SHO`NN SHOWN °o°o°o - - i .r. �.,�,.'• j INSTALLATION NOTES: _ - ' I 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. /, EXTERIOR EXTERIOR EXTERIOR - (A - 2)SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. (O�(� 3)MAX.SHIM THICKNESS TO BE 1/4". •• = OPTIONAL OPTIONAL OPTIONAL 2" •. ,I..,.. , SADDLE 1-7/16" BUMPER c—ey o,ro: 4rxmner. t#Eevrpa4(rloµeEsd�Latar4 arrcwm "1 TIRESHOLD BUMPER THRESHOLD J.ROSOWSKI 09I30/11 ALUMINUM 6063-T6 rexEwwmEEuausn7-radvmrroFar SHOWN THRESHOLD SHOWN ,vcwcn6r�Eraannrs Feroa By Dun: nerLbnr: pp-(ah]lIY4YBE L6ED LIP 6tyF0damN (- --r SHOWN —'—� r� AvrLaarmnaurreffE�waass®wxrtre! rrxtassavarPdracrfimrzx 1 SUGS71tA�r i SUBS'RAT' v/' SLH6ST 107NOKOMI OLOGY DRIVE / NOKOMIS,FL 34275FL CERT.OF AUTH.:29296 CABANA DOOR INSTALLATION BOX/Z-BAR FRAMES a.nwxoeot swr sneer A.Lynn Miller,P.E. SILL INSTALLATIONS P,E.#58705 CO.290 NTS 3 of 3 1093011 JR I