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I'lullua 1Dulluu1g wuO v111111t; Page 1 of 5 ° 1 B a i Florida Depanmentcf BCIS Home tog in User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map I Unks f Search [B�rutls�nces�y�) I IveJ�1Vi Product ucct Approval Prod Public User tRegulation L 'MUMill Product Approval Menu>Product or Application Search>ADD O, by FL#Application Type Code Version Application Status pprovals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers,FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com i Authorized Signature Timothy Hoard thoard@easternmetai.com Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Cent i i r or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute i Referenced Standard and Year(of Standard) Standard Y&U AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By h4://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsw8ZVNfe8A'7U... 2/3/2016 I cepa.G vi a i j Product Approval Method Method 1 Option A Date Submitted 07/1112015 Date Validated Summary of Products FL# Model,Number or Name Description 14605.1 Series 600 Non-Impct Aluminum Series 600 Non-Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14605 R3 C CAC NI006120.01-R2-sianed.,df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+60.0/-60.0 Installation Instructions Other:Maximum 3 Panel,Multi-Track,Bypass FL14605 R3 II 08-02fi75.odf Verified By. Luis R. Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14605 R3 AE 513450.odf Created by Independent Third Party:Yes 14605.2 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14605 R3 C CAC NI006119 01-R2-sianed.odf Approved for use outside HVHZ*Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure*+80.0/-80.0 Installation Instructions Other:Maximum 4 Panel,Multi-Track,Bypass FL14605 R3 II 08-02691.odf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14605 R3 AE 513466.ndf Created by Independent Third Party:Yes 14605.3 Series 623 Impact Vipyl SGD Series 623 Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14605 R3 C CAC NI011134.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2016 Design Pressure:+50.0/-50.0 Installation Instructions Other*Maximum Size: 144"x 96"3 Panel Bypass,2-Track FL14605 R3 II 08-01671A.odF Verified By: Luis R. Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14605 R3 AE 512351A.pdf FL14605 R3 AE Deceuninck PVC NOA 13-1203.02.PDF FL14605 R3 AE NOA 14-0423.17.PDF I Created by Independent Third Party:Yes 14605.4 Series 623 Impact Vlnyi SGD Series 623 Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ.No FL14605 R3 C CAC NI011134.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant*Yes 05/31/2016 Design Pressure: +50.0/-50.0 Installation Instructions Other:Maximum Size: 192"x 96"4 Panel Bypass,2-Track FL14605 R3 II 08-01670A.Odf Verified By: Luis R.lomas,P.E.62514 Created by Independent Third Party:Yes i Evaluation Reports FL14605 R3 AE 512350A.Pdf FL14fi05 R3 AE Deceuninck PVC NOA 13-1203.02.PDF FL14605 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes 14605.5 Series 623 Non-Impart Vinyl SGD Series 623 Non-Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use In HVHZ*No FL14605 R3 C CAC NI011134.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date impact Resistant:No 04/30/2016 Design Pressure:+50.0/-50.0 InstaOlation Instructions Other:Maximum Size: 144"x 96"3 Panel Bypass,2-Track FL14605 R3 II 08-01673A.odf Verified By: Luis R. Lomas,P.E.62514 Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspX?param=wGEVXQwtDgsw8ZVNfe8A7... 7/14/2015 i ubv.� vs✓ ' Evaluation Reports FL14605 R3 AE 512353A.pdf FL14605 R3 AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 14605.6 Series 623 Non-imp'pct Vinyl SGD Series 623 Non-Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14605 R3 C CAC NI011134.03-RI.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2016 Design Pressure:+50.0/-50.0 Installation Instructions Other:Maximum Size: 192"x 96"4 Panel B pass,2-Track FL14605 R3 II 08-01672A.Pdf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14605 R3 AE 512352A.Pdf FL14605 R3 AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 14605.7 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD SGD ttt111 1,� Limits of Use Certification Agency Certificate 1 Approved for use In HVHZ:Yes F1.14605 R3 C CAC N1009021.01-R2-signed.pdf ♦s, 1 Approved for use outside HVHZ:Yes FL14605 R3 C CAC NI009416.02-Rl.odf (J Impact Resistant:Yes EL 4605 R3 C CAC NI009416.03-Rl.pdf Design Pressure:N/A Quality Assurance Contract Expiration Date Other:See drawing for Design Pressures,Maximum 4 06/30/2016 Panels,Multi-Track,Bypass Installation Instructions FL14605 R3 II 08-02673.pdf Verified By: luls R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14605 R3 AE 513448. dfdf FL14605 R3 AE NOA 14-0423.15.PDF Created by Independent Third Party:Yes 14605.8 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14605 R3 C CAC NI009021 01-R2-signed pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration pate Impact ResistAnt:Yes i 05/31/2021 Design Pressures+90/-90 Installation Instructions Other.Maximum 5 Panels,Multi-Track,Bypass,with and FL14605 R3 11 08-02674pdf without Pockets. I Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14605 R3 AE 513449.pdf FL14605 R3 AE NOA 14-0423.15.PDF i Created by Independent Third Party:Yes 14605.9 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 135deg SGD 135deg I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R3 C CAC NI010632-114-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2015 Design Pressure:+50/-50 Installation Instructions Other:Maximum 8 Panels,Multl-Track,Bypa$s, 135deg. FL14605 R3 11 08-02669.0 Comer,with and without pockets. 1 Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14605 g3 AE 513444.0 FL146 5 R3 AE NOA 14-0423.15.PDF Created by Independent Third Party:Yes 14605.10 Series FD8100 Imps Aluminum Series FD8100 Impact Aluminum SGD 135deg or 90deg SGD 135deg or 90deg; Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R3 C CAC N1009044.01-R5-sianed.pdf Approved for use outside HVHZ:Yes EL14b05 R3 C CAC NI009044.02-Rl-signed.pdf Impact Resistant:Yes FL14605 R3 C CAC NI009044.03-Rl-signed.pdf Design Pressure:iN/A FL14605 R3 C CAC N1010632-R4-signed.pdf Other:See Drawing for Design Pressures.Maximum 8 Quality Assurance Contract Expiration Date Panels,Multi-Track,i Bypass, 135deg Corner,90deg.Corner 05/31/2020 with and without Pockets.Insulated Impact or Impact Only Installation Instructions Glass FL14605 R3 II 08-02732.pdf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 7/14/2015 41 REVISIONS REV DESCRIPTION GATE APPROVED NOTES: 13, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8- THICK MINIMUM DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR -- . ..ENGINEER-OF RECORD. -- - 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T6. 6. UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET 2 FOR GLASS DETAILS. 7, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, 8, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH --- - - - -SUFFICIENTt-ENGTHTO-ACHIEVE"A--1""7/1'6"--MINIMUM-EMBEDMENT-INTO-S -BSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. t0. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4 MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11, FOR ANCHORING TROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12, ALL FASTENERS TO BE CORROSION RESISTANT, SIGNED:07110/2015 EASTERNARCRRECWRALSYSTEwS \\ � tt"'!f / ' EASTE a ir✓PLr �\,jt R• to ORT LAYERS.FLORIDA 3343 � w:_ EeSiern -_..., a.,_ ew.0-z30a ��ti,•v\GENS+.cis'`� TABLE OF CONTENTS SERIES FD8100 =*• 0 6 ALUMINUM SLIDING GLASS DOOR - IMPACT (.Hr SHEET NO. DESCRIPTION NOTES TAT OS ty --=s, F t NOTES DRAWN: owc No. REV '��'�Fs:�fORi�?P 3 12 INSTALLATION DETAILS y_. SCALE NTS onTE 03/30/15 08 SOE61 30F 12 - ///�s1ptlnAi ttt��\ REVISIONS REV DESCRIPTION DATE APPROVED PLAN VIEW NOTES: 1. (1) 1" X 3/16" WEEP SLOT 6" FROM EACH END, AND 48** ON CENTER THROUGH VERTICAL SILL LEG EXCEPT MOST INTERIOR SILL LEG. 2. MAXIMUM PANEL SIZE: 49" X 94" -" - 4. MAXIMUM D.L.O.: 40 7/8" X 85 3/4" 192" MAX FRAME WIDTH 6" MAX I— 15" MAX 0.C. 6" MAX { WITH 1.675'SILL RISER 6 MAX DESIGN PRESSURE RATING IMPACT RATING +40.0%110.0, SF LARGE AND SMALL MISSILE IMPACT 15" MAX MISSILE LEVEL D.WIND ZONE 4&HVHZ O.C. 96" 1 0 - X .X X WITH2.675'SILL RISER MAX FRAME <= DESIGN PRESSURE RA TING -1MPACTRATING HEIGHT +70.01-90.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D.WIND ZONE 4&HVHZ _. WITH 3.675"SILL RISER j 6" MAX _ DESIGN PRESSURE RATING IMPACT RATING SERIES FD8100 ALUMINUM SLIDING GLASS DOOR +100.0/-110.OPSF LARGE AND SMALL MISSILE IMPACT EXTERIOR VIEW MISSILE LEVEL D,WIND ZONE 4&HVHZ DESIGN PRESSURE RATING IMPACT RATING t 110.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4&HVHZ WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED SIGNED:07/10/2015 EASTERNAA VAFDIVISION OFLSVSIEKS Eastern ,�b. EwA�Ao 5 . `\``\J,S RE(to � .................:��,o.,�:.�. EB DRJ-EE.SRI0AJ .FLOl `�/•`r�V Nls� HARDWARESCHEDULE s, SERIES FD8100 *• g Wig) y�� A. (1)ADJUSTABLE TANDEM WHEEL ROLLER ASSEMBLY AT EACH END OF EACH PANEL ALUMINUM SLIDING GLASS DOOR - IMPACT B. (2)2-POINT MORTISE TYPE LOCKS ON LOCK STILE ELEVATION TAT C. (2)MULTI-POINT KEEPERS ON ASTRAGAL STILE AT LOCK POSITIONS LWN; DWG NO. REv �'"�•'cCOR104' EO. (1)EXTRUDED U"SHAPEALIUMNUMREIINFORCEM NTCCHANNELATBTUTT STILE. SC NTS DAZE 03�30�15 OS sOEE6330� 12 ,//ZS/s��1VA11�GN\G\�� REVISIONS REV DESCRIPTION DATE APPROVED 5/8" MIN 5/8" MIN EDGE DISTANCE EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD 1 7/16' MIN. & APPROVED EMBEDMENT SEALANT 1/4" MAX. ' 1 7/16' MIN. 1/4" MAX. SHIM SPACE EMBEDMENT —1 F SHIM SPACE 14 WOOD 5/8" MIN. SCREW EDGE DISTANCE y14 wooD INTERIOR SCREW "4EWTERAOR EXTERIOR INTERIOR 5/8" MIN. - EDGE DISTANCE-_i/14 WOODBACKER ROD SCREW APPROVED WOOD FRAMING SEALANT OR 2X BUCK & APPROVED BY OTHERS SEALANT 1/4" MAX. WOOD FRAMING SHIM SPACE OR 2X BUCK BY OTHERS 1 7/16" MIN. EMBEDMENT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 5/8" MIN. _ 5/8" MIN. EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:07/10/2015 EASiERN, A DIVISION Of Sr5IEM5 \"�IIIIIII Eastern FASIERNMET,I Svotr \\��`� IR. to pTJ7.2S.I1 ` EN-' -y i SERIES FD8100 *: p S1 yr NOTES: ALUMINUM SLIDING GLASS DOOR - IMPACT �0 1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS. 2—TRACK INSTALLATION DETAILS 134, OF NOT SHOWN FOR CLARITY. Q •,�` 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV ;e:76 'PZOWDP' DESIGNED IN ACCORDANCE WITH ASTM E2112 V.St ALE DatE OS s0E673 - / /ONAj1(��\�\\ NTS 03/30/15 4 OF 12 REVISIONS REV DESCRIPTION DATE APPROVED 5/8" MIN 5/8" MIN EDGE DISTANCE EDGE DISTANCE WOOD FRAMING OR 2X BUCK 1 7/16" MIN. 1/4" MAX. EMBEDMENT BY OTHERS 1 MIN. EMBEDMENT r SHIM SPACE BACKER ROD 5/8" M� IN. & APPROVED 1/4" MAX. EDGE DISTANCE SEALANT SHIM SPACE #14 WOOD #14WOOD SCREW SCREW WOOD FRAMING INTERIOR OR 2X BUCK BY OTHERS EXTERIOR INTERIOR 5/8" MIN. ---EDGE-DISTANCE- #14 WOOD SCREW EXTERIOR BACKER ROD BACKER ROD & APPROVED & APPROVED 1/4" MAX. SEALANT SEALANT SHIM SPACE JAMB INSTALLATION DETAIL 1 7/1 6 MIN. WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING EMBEDMENT OR 2X BUCK 7' BY OTHERS 5/8" MIN. 5/8" MIN. EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:0711012015 Eastern EASTERN EASTERwRCNnRMEKK EC1UMLSrRR5r51EN5 L 1 r \\\\`C, IR I1 11 1 IO,//// WRMO \\\�\.�, //iT•E .,y7 FORT WER9FLORIDA 33911 SERIES FD8100 =}r• 0- 51 NOTES: ALUMINUM SLIDING GLASS DOOR - IMPACT _- TAT 1,INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 3-TRACK INSTALLATION DETAILS €"_-"'-�� NOT SHOWN FOR CLARITY. - TAT p F PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV �0- 2. �F•jP�p R1pP DESIGNED IN ACCORDANCE WITH ASTM E2112 V.VALE NTS DATE 03/30/15 08 0263ONALS\ 70F 12 ,/��S/sj1E RE VISIONS REV DESCRIPTION DATE APPROVED 7" MIN EDGE DISTANCE EDGE DISTANCE 1/4" MAX. SHIM SPACE 7/a" MAX. j SHIM SPACE 1" MIN. METAL - EDGE DISTANCE STRUCTURE STRUCTURE { BY OTHERS #14 SMS OR BACKER ROD SELF DRILLING & APPROVED El /jta SMS ORSCREWS SEALANT D SELF DRILLING SCREWS METAL INTERIOR STRUCTURE BY OTHERS Al qj 11 EXTERIOR INTERIOR t" MIN. EDGE DISTANCE I _ EXTERIOR BACKER ROD #14 SMS OR & APPROVED SELF DRILLING SEALANT SCREWS BACKER ROD - & APPROVED 114- MAX, JAMB INSTALLATION DETAIL SEALANT _L SHIM SPACE METAL STRUCTURE INSTALLATION METAL STRUCTURE BY OTHERS 7" MIN 1" MIN. EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:07110/2015 EASTERN ARcrffECTUMI.SYSTEMS Eastern FASiERNMETA SWR ���115 R• L/0 /z ■ ",^_�::.'"'.;«.�..:':t " IooweavaRwROAo ����, �•9 /.. SERIES FDSTOQ *' F10 *_ ALUMINUM SLIDING GLASS DOOR - IMPACT ]"Ell �-o 1.tNTERIORANDEXTERIORFINISHES,BYOTHERS. 3-TRACOTES: K INSTALLATION DETAILS ��3, Tw" NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE PRAWN: DWG ND. " DESIGNED IN ACCORDANCE WITH ASTM E2 f Y2 V.L, 08-02673 ///S/0NA` CcALE NTS DATE 03/30/15 SNEE78 OF 12 /fll7tlitt111�\ REVISIONS REY DESCROVON -FDATE .PA110V10 1 1/4" MIN, 1/4" MAX, 2 112" 2 1/2" EMBEDMENT SHIM SPACE SEPARATION SEPARATION 2 1/2" MIN. 2 1/2" MIN. EDGE DISTANCE EDGE DISTANCE 2 1/2" MIN. EDGE DISTANCE 1/4" TAPCON CONCRETE/MASONRY a 1 1/4" MIN. BY OTHERS • EMBEDMENT ENT )/2" OPTIONAL IX BUCK SEPARATION TO BE PROPERLY tam= SECURED SEE NOTE 3 SHEET 1 SHIM SPACE 2 1/2" INTERIOR BACKER RODSEPARATION APPROVED 1/4- TAPCON SEALANT IE-- 2 1/2" MIN. EXTERIOR EXTERIOR MIN6 EDGE DISTANCE INTERIOR ------ CONCRETE/MASONRY BY OTHERS BACKER ROD & APPROVED a OPTIONAL 1 X BUCK SEALANT D ON TO BE PROPERLY SECURED BACKER ROD 1/4" TAPCON SEE NOTE 3 SHEET 1 & APPROVED SEALANT 1 4** MAX JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION OPTIONAL IX BUCK SHIM SPACE TO BE PROPERLY SECURED SEE NOTE 3 SHEET I CONCRETE/MASONRY 1 1/4- MIN. NOTES: FINISHES,BY OTHERS, By OTHERS EMBEDMENT 1.INTERIOR AND EXTERIOR NOT SHOWN FOR CLARITY. 12.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 2 112" MIN. 2 1/2" MIN. DESIGNED IN ACCORDANCE WITH ASTM E2712 SIGNED:0711012015 EDGE DISTANCEEDGE DISTANCE -IS-F DII - EaSler n -1 ERNAHCIikctUMLsysiEMS IIIA 2 1/2" 2 1/2" N\\\S SEPARATION SEPARATIONlWM--R D ----:'--.----: VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SERIES FD8100 ALUMINUM SLIDING GLASS DOOR - IMPACT 3-TRACK INSTALLATION DETAILS i�-p 4. TVAT;OF 0 N. DRAWN: REV V.L. DATE 2673 ;")/"?/ONAL-��'\Gol SCALE NTS 1 03/30/15 15'E"g OF 12 "It/fI111\0 REVISIONS REV DESCRIPTION DATE APPROVED 5/8" -111 5/8" MIN EDGE DISTANCE r EDGE DISTANCE 1 7/16" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1 7/16" MIN. 5/8""�MIN WOOD FRAMING EMBEDMENT EDGE DISTANCE OR 2X BUCK --I— — BY OTHERS — 1/4" MAX. SHIM SPACE BACKER ROD —1 WOOD FRAMING & APPROVED OR 2X BUCK SEALANT BY OTHERS #14 WOOD SCREW g14 w00D SCREW INTERIOR I EXTERIOR ( INTERIOR 5/8" MIN. ED X14 W000 SCREW GE DISTANCE - — -- -- - EXTERIOR BACKER ROD & APPROVED BACKER ROD SEALANT & APPROVED 1/4" MAX. SEALANT F SHIM SPACE JAMB INSTALLATION DETAIL W000 FRAMING 7/16" MIN. WOOD FRAMING OR2XBUCK INSTALLATION OR 2X BUCK EMBEDMENT BY OTHERS — 5/8" MIN 5/8.. MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:0711012015 �. EASTERN ARCHOECiORN.SYSTEMS T,11tl llr7 - EasternTEARNNE R. L 0 ■ °a:FORTMMS ._..".......,nom»__»o.,....» FeaivcRsrconwAus,3 zma 1 4 CS" i SERIES F08100 =*• 0�651� xALUMINUM SLIDING GLASS DOOR — IMPACT = Lcxrco?k+� I,INTERIOR AND EXTERIOR FINISHES,BYOTHERS. 4—TRACK INSTALLATION DETAILS i� TAT OF a` NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV ��FS��4R1C1Q: \�`� DESIGNED E ACCORDANCE NDJOISEALANT BY OTHERS V.L. 08-02673 SCALE DATE SHEET /�ii�lONAittl�\\\ NTS 03/30/t5 10 OF 12 REVISIONS REV DE-R-.- DATE APPROVED 1/4" MAX. 7" MIN 1- MIN J� SHIM SPACE EDGE DISTANCE EDGE DISTANCE 1" MIN. EDGE DISTANCE 1/4" MAX. �'---"- rSHIM SPACE METAL STRUCTURE #14 SM5 OR BY OTHERS SELF DRILLING SCREWS BACKER ROD METAL & APPROVEDJ��u, X14 SMS OR STRUCTURE SEALANT UL1ut-JLl SELF DRILLING BY OTHERS # INTERIOR SCREWS t l i MIN. i EXTERIOR INTERIOR EDGE DISTANCE — BACKER ROD & APPROVED #14 SMS OR SEALANT SELF DRILLING BACKER ROD SCREWS JAMB INSTALLATION DETAIL & APPROVED METAL STRUCTURE INSTALLATION SEALANT �-- L.._. i/4" MAX SHIM SPACE METAL�w �— STRUCTURE BY OTHERS t" MIN. 1.. MLN. rt EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:07/1012015 EaSlern EPSiERN ARCMPECiYRAI SYSTEMS • o- CPS.noww SERIES FD8100 *• 0 6f1� �;*r ALUMINUM SLIDING GLASS DOOR -- IMPACT NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. 4-TRACK INSTALLATION DETAILS AT OF NOT SHOWN FOR CLARITY. DRAWN: owc NO. REV '�`F•'�f0RtiD 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE _ � S••••-` DESIGNED IN ACCORDANCE WJTH ASTM E2172 V.L. OS—02 673 "�i�9/ORAL SCALE NTS DATE 03/30/15 s"EET 11 OF 12 �tllltiiittl\�\ 2 1/2" REVISIONS SEPARATION REV DESCRIPTION GATE -P.-E. 2 1/2" SEPARATION 2 1/2" MIN. 2 1/2 MIN1 1/4" MIN. 1/4" MAX. . EMBEDMENT SHIM SPACE EDGE DISTANCE EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. CONCRETE/MASONRY OPTIONAL 1X BUCK EDGE DISTANCE BY OTHERS TO BE PROPERLY 1 1/4" MIN. 1/4" TAPCON SECURED EMBEDMENT SEE NOTE 3 SHEET I m 1/2" INTERIOR BACKER ROD 1/4" MAX. SEPARATION w & APPROVED SHIM SPACE SEALANT 1/4" TAPCON SEPARATION EXTERIOR INTERIOR 2 1/2--MIN. EDGE DISTANCE • L EXTERIOR B"''ER ROD I 1/4" TAPCON OPTIONAL IX BU�C APPROVED TO BE PROPERLY BACKER ROD SEALANT 1/4" MAX- SECURED & APPROVED OPTIONAL ix BUCK SHIM SPACE SEF NOTE 3 SHEET 1 SEALANT TO BE PROPERLY JAMB INSTALLATION DETAIL SECURED CONCRETE/MASONRY INSTALLATION SEE NOTE 3 SHEET I NOTES: 1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, • EMBEDMENT NOT SHOWN FOR CLARITY CONCRETE/MASONRY 2.PERimETER AND JOINT SEALANT BY OTHERS TO BE BY OTHERS DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0711012015 2 1/2" MIN, /2" MIN 2 1 '6E -- EDGE DISTANCE EaStern EDGE DISTANCE \,. Lo�"�' 2 112" \ .. — � zl� SEPARATION 2 1/2" SERIES FD81000 SEPARATION ALUMINUM SLIDING GLASS DOOR — IMPACT 4—TRACK INSTALLATION DETAILS -;:134lTAT E OF VERTICAL CROSS SECTION DRAWN: owc.0, CONCRETEIMASONRYINSTALLADON V.L. 08-026 Al- Fs--Atr NTS l-' 03/30/15 ls"EE'12 OF 12 I'llififillON Florida Deparimentq Bas Home ' Login I User Registration Hot roplcs ' Submit Surcharge Stats Fans Publications FBC Stall `: BCIS Slte Map i Unks a Search Busines -) - �i FQ product Approval Professii3a! USER Public User Regulation GAiI:iiYYiiliYilJiYti1'i YfiWA Product Approval Menu>Prgduct Or Application SeaLrh_>Application List>Applleatlon Detall • n FL# }FL14604=R3"' ;�.; Application Type ;� evision s° ,Ff * cit• Code Version 2014 , Application Statuse f*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified ey the POG and/or the Commission If necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4314 thoard@eastemmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy 1.Hoard Address/Phone/Ercall 10030 Bavaria Road Fort Myers,FL 33913 (800).432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Igg -Category Wtr1dawsSubcategoryung; Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E1996 2006 TAS 201 1994 TAS 202 1994 TAS 203 1994 h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgsw8ZVNfe8A7b... 7/8/2015 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/30/2014 Date Validated 06/05/2015 Date Pending FBC Approval Date Approved 06/14/2015 Summary of Products FL# Model,Number or Name Description 14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-ImpaCt Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R3 C CAC NI006177 01-R4-sinned pdf Approved for use outside HVHZ:Yes FL14604 R3 C CAC N1006177.02-R2-sianed.pdf Impact Resistant:No Quality Assurance Contract Expiration Data Design Pressure:+45/-45 06/30/2020 Other: Installation Instructions FL14604 R3 H 08-02477.pdf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports F�14604 R3 AE 513233.pdf Created by Independent Third Party:Yes 14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL 14604 R3 C CAC NI010607-112-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019 Design Pressure: +50/-50 Installation Instructions Other:Configuration:O/X Max.Frame Size:W-48"H-72" FLi4656B. d0 Max.Vent Size:W-44.38"H-35"Glazing: 3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 510945.00 Created by Independent Third Party:Yes 14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange Flange Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14604 R3 C CAC N1010813-R2-siqned.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Pressure: +50/-50 Installation Instructions Other:Configuration:O/X Max.Frame Size:W-54"H-72" FL14604 R3 II u8-00558B.pdf Max.Vent Size: W-50.38"H-35.13"Glazing: 3/4"Overall Verified By: Luis R. Lomas,P.E.Florida P.E.61514 I.G. Created by Independent Third Party:Yes Evaluation Reports FLL604 R3 AE 510947A.adf Created by Independent Third Party:Yes 14604.4 Series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin Nailing Fin Limits of use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R3 C CAC NI012533-Ri-signed.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2017 Design Pressure:+50/-50 Installation Instructions Other:Configuration: O/X Max.Frame Size: W-48"H-72" FL14604 R3 II 08-00562B.pdF Max.Vent Size:W-44.25"H-35"Glazing: 3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party:Yes Evaluation Reports F{_L-ItiO4 R3 AE 510951) Af FL14604 R3_A[ N0A 14-0423.17.PDF Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 7/7/2015 14604.5 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange Limits of Use Certification Agency Certificate /--A Approved for use In HVHZ:No FL14604 PQ C CAC NIO12533.01-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2017 Design Pressure:+50/-50 Installation Instructions Other,Configuration: O/X Max,Frame Size;W-54"H-72' FL14604 R3 11 08-005646.r)d Max,Vent Size:W-50.5"H-35.5"Glazing:3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 510953A.od FL14604 R3 AE. NOA 14-0423.17.PDF Created by Independent Third Party.Yes 14604.6 Series W 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14604R3 C CAC 1\11009020.01-R2-sianed.od Approved for use outside HVHZ,Yes FL14604 R3 C CAC N 00902 0.02-R I-signed.pd Impact Resistant:Yes FL14604 R3 C CAC N1009020.03-R2-signed.l?d Design Pressure:N/A FL14604 R3 C CAC N1010670.01.j2df Other:See drawing 08-02476 for design pressures, FL14604 R3 C CAC NI010670-R1-signed.pdf Quality Assurance Contract Expiration Date 04/30/2016 Installation Instructions FL14604 R3 11 08-02476j)d Verified By: Luis R. Lomas,P.E.Florida P.E,62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 513232.01' FL14604 R3 AE NOA 14-0423.16.PD FL14604 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes Bach -e-., Contact U 19AO North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEEO employer,Cogyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement Refund Statement Under Florida law,email addresses are public records.Y you do not want your e-mall 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 it they have one.The emalls 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 Deparanent with an email address which can be made available to the public.To determine If you am a licensee under Chapter 455,F.S.,please click li=. Product Approval Accepts: MR 901 E9 is st.%:uriIv.,uimc, http://Www-floridabuilding.org/pr/pr_appjtl.aspx?param--wGEVXQwtDqsw8ZVNfe8A7b... 7/7/2015 141, REVISIONS REV DESCRIPTION DATE APPROVED A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. B REVISED PER NEW CERTIFICATIONS 08/20/74 R.L. NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2'. MINIMUM EDGE REQUIREMENTS OF THE FLORIDA BUILDING. DISTANCE. LOCATE A14CHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 6. FOR ANCHORING INTO METAL STRUCTURE USE X70 SMS OR SELF DRILLING SCREWS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. 1x BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A' WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. rrI TET' In BUCK ;S N T VJEDI '1AILAR, IA,TER,;A , MUST BE SEPARATED APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9 SHIMS SHALL BE LOI-ATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 111 WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11 FRAME MATERIAL: EXTRUDED RIGID PVC. 12 UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR CLASS DETAILS. 13, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE x/10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:03/11/2015 EASTERN ARCRRECIURAt SST-1 Eastern FnsiERNUE STPD v \\\\1 R I!L/O7 / [IO�ESTIL AVE \\ �� � / — 4N WEBS-Ml? \ JGEN'- 'y�/ TABLE OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT SINGLE HUNG WINDOW - 54" X 72" r� SHEET N0. DESCRIPTION NOTES 1 NOTES —0, ORl DRAWN• DWG NO REV /��• Z P•N 2 ELEVATION A.M 08-00564 B �/S'S•' �G�` 3 - 5 INSTALLATION DETAILS scAEE NTS GATE 08/20/14 SHEET 1 OF 5 A;TE\\\�` _ 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. OR 2X BUCK 8 REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. BY OTHERS rEMBE8DIMENT MIN. BACKER ROD1/4' MAX. & APPROVED � SHIM SPACE SEALANT 0 x/10 WOOD SCREW 1 3/8" MIN. 1/4" MAX. EMB IEIDMENT SHIM SPACE INTERIOR J� 1/2' MIN. EDGE DISTANCE 1 6W4 11 y10 WOOD 0 INTERIOR SCREW fl p WOOD FRAMING —� EXTERIOR OR 2X BUCK ° 0 BY OTHERS BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION ( / SILL TO BE SET }S / IN A BED OF APPROVED STRUCTURAL SEALANT. BACKER ROD & APPROVED 1/4" MAX. SEALANT �o SHIM SPACE WOOD FRAMING } OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SIGNED:03/11/2015 Eastern EAu,ER .Rc DE�,VRA s•ETEus WOOD FRAMING OR 2X BUCK INSTALLATION q� I oa.Es,cl,rEst R! to 1OR1-ERs.FT-11 �� J - �E1V • '9 '� NOTES: SERIES 2461 VINYL EQUAL LEG FRAME IMPACT SINGLE HUNG WINDOW — 54" X 72" _�*• p X51 *=. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, ,.p NOT SHOWN FOR CLARITY. INSTALLATION DETAILS ��1 TAT OF &� 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BEDRAIN: OWL NO. REV O'er 'PIpR�OP-•.( DESIGNED IN ACCORDANCE WITH ASTM E2112 /�S •. G�-'N scAMA. OB005 NTS oarE 08/20/14 5340E 5 B i��/S,DNAitiEt�\'�' ' e V ffodda Depaamew( B`Home Log In 1 User Registration Hot ToplCs Submit Surcharge Stats&Facts Publrwtions . FBC Stall ' BaS Stba Map Unks Search 3Usines (�) eUSFR:PublicUser Product Approval Professitri-al Regulation Illalll�!"Jlllll. '. Product Aooroval Menu>Product or Anolication SgaEgh,>Application Lis I>Application Detall iLiiliii'Yli� r FL# Lz4eaIiR Application Type rte Islon Code Version 2014 Application StatusApp`raxed ' *`Aproved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy I Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category W,IrtdpwsF .3 .;q Subcategory SinglezHung` _r Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E1996 2006 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 7/8/2015 • Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/30/2014 Date Validated 06/05/2015 Date Pending FBC Approval Date Approved 06/14/2015 Summary of Products FL# Model,Number or Name Description 14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14604 R3 C CAC NI006177.01-R4-sianed.odf Approved for use outside HVHZ:Yes FL14604 R3 C CAC N1006177.02-R2-sianed.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+45/-45 06/30/2020 other: Installation Instructions FL14604 R3 I1 08-02477.pdF Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 513233.pdf Created by Independent Third Party:Yes 14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Nan-Impact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14604 R3 C CAC N1010607-R2-si4ned.odf Approved for use outside HVHZc Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019 Design Pressure:+50/-50 Installation Instructions Other:Configuration:O/X Max.Frame Size:W-48"H-72" FL14604 R3 ti 08-005568.pdf Max.Vent Size:W-44.38"H-35"Glazing: 3/4"Overall I.G. Verined By: Luis R.Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 510945.pdf Created by Independent Third Party:Yes 14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange Flange Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14604 R3 C CAC N1010813-112-signed-01' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Pressure: +50/-50 Installation Instructions Other:Configuration:O/X Max,Frame Size:W-54"H-72" EL14604 1:3 I1 0$-00.5588.pdf Max.Vent Size:W-50.38"H-35.13"Glazing: 3/4"Overall Verified By: Luis R. Lomas,P.E.Florida P.E.61514 T.G. Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 5109478.pdf Created by Independent Third Party:Yes 14604.4 Series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No EL14604 R3 C CAC N1012533-R1-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.,Yes 02/26/2017 Design Pressure:+50/-50 Installation Instructions Other:Configuration: O/X Max.Frame Size: W-48"H-72" FL14604 R3 11 08-00562B.pdf Max.Vent Size:W-44.25"H-35"Glazing: 3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 510951.odf FL14604 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes http://wvwv.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 7/7/2015 • 14604.5 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14604 R3 C CAC N1012533.01-R2.r)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2017 Design Pressure:+50/-50 Installation Instructions Other*Configuration:O/X Max,Frame Size:W-54"H-72" FL14604 R3 11 08-005646.i)d Max.Vent Size:W-50.5"H-35,5"Glazing:3/4'Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 510953A.r)d FL14604 R3 AE NOA 14-9423.17.PDF Created by Independent Third Party:Yes 14604.6 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH I SH Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14604 R3 C CAC N1009020.01-R2-signed,Dd Approved for use outside HVHZ:Yes FL14604 R3 C CAC N1009020.02-R2-si ned.pdf Impact Resistant:Yes FL14604 R3 C CAC N1009020.03-R2-sianed-nd Design Pressure:N/A FI-14604 R3 C...CAC N1010670.01.od Other,See drawing 08.02476 for design pressures. FL14604 R3 C CAC N1010670-R1-swed.pd Quality Assurance Contract Expiration Date 04/30/2016 Installation Instructions FL14604 R3 11 08-02476.pdf Verified By: Luis R, Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports EL14 R3 AE �132'�2_pdf FL14604 R3 AE NOA 14-0423.16.PDF FL14604 R3 AE NOA 14-0423.17,PD Created by independent Third Party:Yes Back Next Contact Us 1940 North Monroe Street.Taifahassee Fl.32399 Phone:850-487-182 The State of Florida Is an AAtEEO employer.copyright 2007,2013 State of Florida.::Privacy Statement::Accessibility.Statement::Refund Staigmen 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 Ilcensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be usecl 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 cilck h=. Product Approval Accepts: M 19-4 E-ZHIv E scvurity,u i xic, http://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQWtDqsw8ZVNfe8A7b... 7/7/2015 REVGtONS REV DESCRIPTION DATE APPROVED A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE REOUIREMENTS OF THE FLORIDA BUILDING. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING 15 THE 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 17. ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL. BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WI7H STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS 1S 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE i (OR GREATER). BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. .TIER n DL N-17 USED MSUAL AR, 'V'ATER;A , M BE SEPARATED WlTn APPROVED COATING OR MEMBRANE. SELECTION OFCOAFING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10 WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH 10 ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:03/11/2015 EASTERN ARartecTuw�.snreus Eastern EAS ERN WEA �. „1,11 EORT-E—Et-,T £N•' q TABLE OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT =*- u 51 *7� SHEET NO. DESCRIPTION SINGLE HUNG WNODOS - 54" X 72" X73. TAT OF 1 NATES DRAWN: G NO. REV ��0� I� 'O�ORP•\���` 2 ELEVATION DW A.M 08-00564 B �/S'S•'''• G\\ 3 - 5 INSTALLATION DETAILSSCALE NTS DATE 08/20/14 SHEET A 1 OF 5 ��//ij�NL1E ��� REVISIONS 1/2" MIN. REV OESCRIPTtON DATE APPROVED EDGE DISTANCE A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. WOOD FRAMING OR 2X BUCK B REVISED PER NEW CERTIFICATIONS 0$/20/14 R.L. BY OTHERS1 3/8" MIN. EMBEDMENT 1/4- MAX. BACKER ROD 0 SHIM SPACE & APPROVED SEALANT #10 WOOD SCREW 1 3/8" MIN, 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR .T 112'- MIN.. (� EDGE DISTANCE -J ©a #10 WOOD � INTERIOR SCREW p WOOD FRAMING EXTERIOR 0 OR 2X BUCK BY OTHERS BACKER ROD EXTERIOR fl D & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SILL TO BE SET { IN A BED OF APPROVED STRUCTURAL SEALANT. BACKER ROD 1/4" MAX. & APPROVED SEALANT SHIM SPACE �"'�� / WOOD FRAMING u }� OR 2X BUCK BY OTHERS SIGNED:03/11/2015 VERTICAL CROSS SECTION EASTERwnacHneciuw sysrEus 1111111 WOOD FRAMING OR2X BUCK INSTALLATION PR Eastern EAS't"awµeusEnr \\\C R. LQA/r'rif .. F-1.".S 11 AVE 4� • '7 '�J o FORT WEw5 Fl p9f] `�� C�,N� qs�� SERIES 2461 VINYL EQUAL LEG FRAME IMPACT *• 0, 95 NOTES: SINGLE HUNG WINDOW - 54" X 72" - �l/Jk��j'(�(lr 1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS. INSTALLATION DETAILS r� STAT w_:� A v OR 10P NOT SHOWN FOR CLARITY. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: Ei •'C( 2. DESIGNED IN ACCORDANCE WITH ASTM E2112 A.M Owc No. 08-00564 B �r�SS/pNALE,�G���� --7-NTS RASE 08/20/14 �Ei3 OF 5 /fltllttt111�� REVISIONS 3/4" MIN. REV DESC tPTION DATE APPROVED EDGE DISTANCE A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. METAL STRUCTURE B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. BY OTHERS 1/4" MAX, ISHIM SPACE APPROVED SEALANT 1/4" MAX. SHIM SPACE INTERIOR 3/4- MIN. #10 SMS OR EDGE DISTANCE SELF DRILLING 1 —1 SCREW I - *F=- #10 SMS OR SELF DRILLING SCREWS co METAL S I PUC I URE EXTERIOR 0 INTERIOR BY OTHERS EXTERIOR BACKER ROD APPROVED SEALANT 01 SEALANT 90JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 'ILL TO BE SET 0 N A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT. APPROVED SEALANT 1/4- MAX. r SHIM SPACE METALS By OTHERS A-- VERTICAL CROSS SECTION SIGNED:0311112015 METAL STRUCTURE INSTALLATION EaSter n SYPCLY 1,\\11OFl SYSTEMS \\AMI- 9 L 0 wo-po =3r= E SERIES 2461 VINYL EQUAL LEG FRAME IMPACT NOTES: SINGLE HUNG WINDOW — 54" X 72" INSTALLATION DETAILS AT LET zz 1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS, 4T�OF NOT SHOWN FOR CLARITY 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE REV 0 R 10"t DRAWN: DESIGNED INACCORCANCE WITHASTM E2112 A.M D";NO. 08-00564 8 N A L El SHEET 4 OF 5 SCALE NTS DATE 08/20/14