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HomeMy WebLinkAboutNOA DAI-WH-8100 FL14605_R8_II_08-02673B5/272020 Florida Building Code Online BCIS Home Log to User Registration Hot Topics Submit SurchaMe stats & Facta publications Contact Us acts SRe Map Links Search d0pr j Product Approval �- USER: Public User 11 1 I�ItI �, U S, Prod Approval Menu > Protluct or ARplication Search > Annllc tt n List > llppllntlon Datall FL # FL14605-R9 E-n /(e S Application Type Editorial Change '�-f Code Version 2017 -L n d 41on- ��om S61 Application Status Approved 1_ *Approved 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 4305 jflesher@eastemmeta I. com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800)432-2204 jflesher@ewtemmetal.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies 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/WDMA/CSA 1011I.S.2/A440 2005 ANSI/AAMA/NW WDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F114605 89 EDuiv FL14605.Q.An .11 and 15-EQ,pdf https:lAvww.floridabuilding.org/pr/pr app_d8.aspx7param=wGEVXCmtDgsw8ZVNfe8A7UJNIxUeoVLgidkFf2cD2t87H89j3DjDga%3d%3d 1/5 5/27/2020 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 05/12/2020 Date Validated 05/13/2020 Date Pending FBC Approval Date Approved 05/19/2020 Summary of Products FL ff Model, Number or Name Description 14605.1 Series 623 Impact Vinyl SGD Series 623 Impact Vinyl SGD Certification Agency CertMmte Limits of Use Approved for use in HVHZ: No F1.14605 R9 C CAC N1011134-Ri.pdi Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other: Maximum Size: 144" x 96" 3 Panel Bypass, 2 -Track. FL14605 R9 II 08-01671A.pdf FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Verified By: Luis R. Lomas, P.E. 62514 NORTH AMERICA AAMA CERTIFIED (DEP-1) Created by Independent Third Party: Yes Evaluation Reports FL14605 R9 AE 512351A.pd Created by Independent Third Party: Yes 14605.2 Series 623 Impact Vinyl SGD Series 623 Impact Vinyl SGD Limits of Use Certification Agency CertHicate —� Approved for use in HVHZ: No FL14605 R9 C CAC NI0117 4 01-R1 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other: Maximum Size: 192" x 96" 4 Panel Bypass, 2- FL14605 R9 II 08-01670A.pd Treck.FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Verified By: Luis R. lamas, P.E. 62514 NORTH AMERICA AAMA CERTIFIED (DEP-1) Created by Independent Third Party: Yes Evaluation Reports FL14605 R9 AE 512350A pd Created by Independent Third Party: Yes 14605.3 Series 623 Non -Impact Vinyl SGD Series 623 Non -Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14605 R9 C CAC NI011134 02 -RS pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other: Maximum Size: 144" x 96" 3 Panel Bypass, 2 -Track. FL14505 R9 II 08-01673A Ild FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Verified By: Luis R. Lomas, P.E. 62514 NORTH AMERICA AAMA CERTIFIED (DEP-1) Created by Independent Third Party: Yes Evaluation Reports FL14605 R9 AE 512353A pdf Created by Independent Third Party: Yes 14605.4 Series 623 Non -Impact Vinyl SGD Series 623 Non -Impact Vinyl SGD Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL14605 R9 C CAC N1011134.03-R3.pdf i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other: Maximum Size: 192" x 96" 4 Panel Bypass, 2 -Track. FL14605 R9 II 08-0167 A pdf FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK I Verified By: Luis R. Lomas, P.E. 62514 . NORTH AMERICA AAMA CERTIFIED (DEP-1) Created by Independent Third Party: Yes Evaluation Reports F114605 R9 AE 51 352A Rd Created by Independent Third Party: Yes 54605.5 Series FD8100 Impact Aluminum Series 1`138100 Impact Aluminum SGD SGD Limits of Use Certification Agency CertRicate Approved for use in HVHZ: Yes FL14605 R9 C CAC NI009416 02 R3,pdf Approved for use outside HVHZ: Yes FL14605 R9 C CAC NI009416 03-R2 pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 06/30/2021 Other: See drawing for Design Pressures. Maximum 4 Panels, Installation Instructions Multi -Track, Bypass. GLASS INTERLAYER COMPLIES WITH THE FL14605 R9 REQUIREMENTS OF THE FLORIDA BUILDING CODE II 08-026733 pjf Verified By: luis R. Lomas, P.E. 62514 ACCORDING TO MIAMI FOR EASTMAN INTERLAYERS Created by Independent Third Party: Yes https:/Aw .floridabuilding.org/pr/pr app_40.aspx?param= GEVXQwtDgm8ZVNfe8A7UJNlxUeOVLgidkFf2cD2t87H89i3DjDgQ%3d%3d 215 5/27/2020 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_d0.aspx?param--vGEVXOwtDgsw8ZVNfe8A7UJNIxUe VLgidkFf2cD2t87H89j3DjDgO%3d%3d 3/5 Evaluation Report FL14605 R9 AE 513448B.pdf Created by Independent Third Party: Yes 14605.6 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14605 R9 C CAC NI009021.01-R2-signed.odf Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2021 Design Pressure: +90/-90 Installation Instructions Other: Maximum 5 Panels, Multi -Track, Bypass, with and FL14605 R9 II 08-02674A .pd without Pockets. GLASS INTERLAYER COMPLIES WITH THE Verified By: Luis R. Lomas, P.E. 62514 REQUIREMENTS OF THE FLORIDA BUILDING CODE Created by Independent Third Party: Yes ACCORDING TO MIAMI-DADE FOR EASTMAN INTERLAYERS Evaluation Reports FL14605 R9 AE 513449A.pdf Created by Independent Third Party: Yes 14605.7 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 135deg SGD 135deg Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 'i FL14605 R9 C CAC NIO10632-R5pdp Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/31/2024 Design Pressure: +50/-50 Installation Instructions Other: Maximum 8 Panels, Multi -Track, Bypass, 135deg. FL14605 R9 II 08-02669A .pdf Comer, with and without pockets. GLASS INTERLAYER Verified By: Luis R. Lomas, P.E. 62514 COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Created by Independent Third Party: Yes BUILDING CODE ACCORDING TO MIAMI-DADE FOR EASTMAN Evaluation Reports INTERLAYERS FL14605 R9 AE 513444A.pd Created by Independent Third Party: Yes 14605.8 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 135deg or 90deg SGD 135deg or 90deg Limits of Lim Certification Agency Certificate -- Approved for use in HVHZ: Yes FL14605 R9 C CAC NI009044 01-R7 pdf Approved for use outside HVHZ: Yes FL14605 R9 C CAC NI009044 02-R2 pdf Impact Resistant: Yes FL14605 R9 C CACNIO09044,03-R2,12dj Design Pressure: N/A FL14605 R9 C CAC NI010632 01-R3 pd}: Other: See Drawing for Design Pressures. Maximum 8 Panels, EL14605 R9 C CAC NI0106 2 02 -RJ pdf Multi -Track, Bypass, 135deg Comer, 90deg. Comer with and EL14605 R9 C CACNI0106-R5,pdf without Pockets. Insulated Impact or Impact Only Glass. Quality Assurance Contract Expiration Date GLAZING "B" WHEN INSTALLED IN THE HVHZ TO BE 05/31/2024 INSTALLED AT 30' OR LESS ABOVE GROUND LEVEL. GLASS Insulation Instructions INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE FL14605 R9 II 08-02732A pdf FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR Verified By: Luis R. Lomas, P.E. 62514 EASTMAN INTERLAYERS Created by Independent Third Party: Yes Evaluation Reports FL14605 R9 AE 513516A .12d Created by Independent Third Party: Yes 14605.9 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 90deg SGD 90deg UmRs of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL14605 R9 C CAC NI00 044.01-R7.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2024 Design Pressure: +60/-60 Installation Instructions Other: Maximum 8 Panels, Multi -Track, Bypass, 90deg. FL14605 R9 II 08-02670A odf Comer, with and without pockets. GLASS INTERLAYER Verified By: Luis R. Lomas, P.E. 62514 COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA Created by Independent Third Party: Yes BUILDING CODE ACCORDING TO MIAMI-DADE FOR EASTMAN Evaluation Report INTERLAYERS FL14605 R9 AE 513445A p& Created by Independent Third Party: Yes 14605.10 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD with 5'0 Panels SGD with 5'0 Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14605 R9 C CAC N1009416,04-R2.rAr Approved for use outside HVHZ: Yes FL14605 R9 C CAC NI009416 0 -R2 pdf Impact Resistant: Yes FLI!16Q5 R9 C CAC NI00 416 06 R p_ Design pressure: N/A Quality Assurance Contract Expiration Data Other: See drawing For Design Pressure. Maximum 4 Panels, 05/31/2021 Multi -Track, Bypass with TO Panels. GLAZING "C" WHEN Installation Instructions INSTALLED IN THE HVHZ TO BE INSTALLED AT 30' OR LESS FL14605 R9 II OS -02672A ABOVE GROUND LEVEL. GLASS INTERLAYER COMPLIES WITH .pdf Verified By: Luis R. Lomas, P.E. 62514 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Created by Independent Third Party: Yes ACCORDING TO MIAMI-DADE FOR EASTMAN INTERLAYERS Evaluation Reports https://www.floridabuilding.org/pr/pr_app_d0.aspx?param--vGEVXOwtDgsw8ZVNfe8A7UJNIxUe VLgidkFf2cD2t87H89j3DjDgO%3d%3d 3/5 5/272020 Florida Building Code Online 14605.11 Series FD8100 Non -Impact Aluminum SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-70 Other: Maximum 5 Panels, Multi -Track, Bypass, with and without Pockets. FL14605 R9 AE 513447A.odf Created by Independent Third Party: Yes Series FD8100 Non -Impact Aluminum SGD Certification Agency Certificate FL14605 R9 C CAC NI009021.02-R4-sfgn_eApdf FL14605 R9 C CAC NI009021.03-R3-signed.Odf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL14605 R9 II 08-02671,124 Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R9 AE 513446.odf Created by Independent Third Party: Yes Evaluation Reports EL14605 R9 AE 513518.0 _ Created by Independent Third Party: Yes Coned Us :: 2601 Blair Stone Boal Tallahas___ FL 32399 Poole: 850-487-1824 The State of Florida IS an A VEER employe, Q ji ht 2007-2013 State of Florda :: Privacy Statement :: A2Q=-dblfN 5tatement :: Rerun Statement Under Florida law, email addresses are public records. If you do not want your e-mail acidness released in response to a pudic -records request, do not send electronic mall to Nis chary. Instead, contact Me 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 hcersed under Chapter 455, F.S. must provide Me Department with an email address If May have one. The emails provided may be used for official communication with Ne licensee. However email addresses are public record. If you do not wish M supply a personal address, please provide the Department with an email address which can be made available to Me public. To di:termine r you are a licensee under Chapter 455, ES., please dlck here . prw built Approval Acogh: ® RE ® Eq E https:lhw .floridabuilding.org/pr/pr_app_d8.aspxlparam=wGEVXQwtDgsw8ZVNfe8A7UJNIxUe VLgidkFf2cD2t87H89j3DjDgQ%3d%3d 4/5 I 14605.12 Series FD8100 Non -Impact Series FD8100 Non -Impact Aluminum SGD 135deg Aluminum SGD 135deg Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14605 R9 C CAC NI010633.01-R2.pd Approved for use outside HVHZ: Yes FL14605 R9 C CAC N1010633-R3.9d Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 12/31/2024 Other: Maximum 8 Panels, Multi -Track, Bypass, 135deg Installation Instructions Corner, with and without Pockets. i FL14605 R9 II 08-02668.pd Verified By: Uis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R9 AE 513443.= Created by Independent Third Party: Yes 14605.13 Series FWI 6000 Impact Aluminum Series FWI 6000 Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14605 R9 C CAC NI006179 01-R3 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2024 Design Pressure: +80/-80 Installation Instructions Other: Maximum 4 Panels, Multi -Track, Bypass. GLASS FL14605 R9 II 08-02676A pdf INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Verified By: Luis R. Lomas, P.E. 62514 FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR Created by Independent Third Party: Yes EASTMAN INTERLAYERS Evaluation Reports FL14605 R9 AE 513451A .pd Created by Independent Third Party: Yes 14605.14 Series FWI 6000 Impact Aluminum Series FWI 6000 Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14605 R9 C CAC NI009448.02-RI.12d Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/31/2024 Design Pressure: +45/-45 Installation Instructions Other: Maximum 3 Panels, Multi -Track, Bypass, with and EL14695 99 II 08-02734.pd without Pockets. Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party Yes Evaluation Reports EL14605 R9 AE 513518.0 _ Created by Independent Third Party: Yes Coned Us :: 2601 Blair Stone Boal Tallahas___ FL 32399 Poole: 850-487-1824 The State of Florida IS an A VEER employe, Q ji ht 2007-2013 State of Florda :: Privacy Statement :: A2Q=-dblfN 5tatement :: Rerun Statement Under Florida law, email addresses are public records. If you do not want your e-mail acidness released in response to a pudic -records request, do not send electronic mall to Nis chary. Instead, contact Me 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 hcersed under Chapter 455, F.S. must provide Me Department with an email address If May have one. The emails provided may be used for official communication with Ne licensee. However email addresses are public record. If you do not wish M supply a personal address, please provide the Department with an email address which can be made available to Me public. To di:termine r you are a licensee under Chapter 455, ES., please dlck here . prw built Approval Acogh: ® RE ® Eq E https:lhw .floridabuilding.org/pr/pr_app_d8.aspxlparam=wGEVXQwtDgsw8ZVNfe8A7UJNIxUe VLgidkFf2cD2t87H89j3DjDgQ%3d%3d 4/5 \ IC 49 ■) A§ a'40 cc fUS / : ol�" )�(��: - ) 00 Vu !: z®/) 7m: . _K - E\ _ /�\kV5 !0 /u o wu - /}§//}[ }y.10 \\\\\ op \\\ \\ \\\ \�\z\\\\\\\ \ \\\\{\\\ \\ \\\\\\\\\\}\\\\(\\\� \§a§§\§»/ /)2}E/\ k§�) § ®«/j»� i<\)k/[9��)\ m /\\\/§j(\®y}<\%j\>§:»;yjj/2\f)\K ( _m§/}!\&/\5j2{\�\(\\\\}\ Li 0 \/ ;� m a \ \11111111/ff / rc rc Z O N YKLL. Q W_K NN UWm W =�+•2 1(0�� O�J� E{p � Yd0 �(t OW � NZO N O�JN O — •W •OYf LL'•G J,: zl�l mom 34a �¢ m 3NLL �n in mmmw 4 a i Ni.. mm mmmw /f/11111111\\\ yI Q U N l L a y dJ LL Z¢ O �I d m •l dY O m N 00 n W Y�dW fm �O WNN m yy� UK Q� O N > o no Ow Oz z \ V a s mM o¢ mo o s' Wo \ 6 0 n U0 �O � � •• NJO M JQ mn n ii �J yF yF JF W.1 W o ❑? 2 Sy O? 2 � O� t 1I� ._ 2 2 R ('Jy v 2 LL Ob a Q 6 t7� a ¢ N ¢ N ¢ N g 3 m= 3 ov 2 i n h 3 cs b Q VJ p Q O > ¢ O > Q O cs d O4N1 Q O VNi LL O H � � S29� O 3 a O o W + f e X XQ O R O W CC O >4 fq i b w 5 a^ w aW W p X4 Z b W O J ZQ Y 1 � � CICSW ZGr p NZW R jWwe W`Z_ yip J ~ J I ul U¢ m ONi J1 14 Q = n o xV Z4 Wm lk OJ m W 2 x2j oa =�� wy 0ll N� �UNY %NyJ > M 41 NO (O Z_O ioW � M � ¢UYQ�Zy IZy W p ��ox S�p�uU y � arc m ;m^n Fxaww a aye 2 NZ � 2 z 2 X S N O J F F p mzz bz o0 Alk LL 2 Qm OOW Eb U 8 N W3 C1 V W U ZV O y3U W 1: N7 � n 8g W � > W vW� W OI � yqj � J Yyj O qWq W O O O O 2 W 3 a Alk Xa 2 Z m i XQ o 2 e � O w <� W m J 6 JAW a �»lpyy _ 51 Nrc V v4 .i W Wj wZ Z ]C SQQ� .I" J y m (% p jj w� jT Qaw � )k U LL > 4 W r\l U W F N zz �o L � ¢mo hSow N rnm o UKy� rcU¢ O W WVIw^ ylU 22 wo Zz Awa �w°Wi4 a"F— xs�F �- wgD0 f >» zww �ig» ate¢ �u1 i�7 "s z� NaIlk �an� am UOW . " \ , LJ ( :\��z� k7 $ \ z § _ - #§ , - _ EI 0 ()/} })/ )( |gi06\ '' ); — •• 2§ �§�_, f h■ ■)`A \ | ms $( W)§ > ( ° ° �!!E§ °�2tk \ m , 2§ \\ /§ K . _/\( wo, ~K zm ZM 0\ 2\§ i // N§ / R E 6 K _ }.) &ux. S §0 ^ REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 01/09/18 R.L. 8 ADD GLAZING DETAIL R 08/29/19 R.L. NOTES: 1 . THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1 X BUCK IS NOT USED 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 E130004/09, 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 BEAR1NG SHIM. SHIM WHERE SPACE OF 1/1 6" 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 SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 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. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G 0.42 SIGNED: 0812912019 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY, GROUT FILLED: STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 E aSler a EASTERN ARCHITECTURAL SYSTEMS >11t1!!1I Ilk A DIVISION OF (OR GREATER). lk EASTERN METAL SUPPLY �,.`,� R, D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .052" THICK MINIMUM ■ 16341 DOMESTIC AVE •�� "� . • • ✓ R�utnirvurn a.rvo vir-lvL FORT MYERS,FL 33912 �� �•~ EN 'n �..^^j✓� 800-432-2204 = 4• ��� 47� sy_ SERIES FD8100 *' 0 ••�k ALUMINUM SLIDING GLASS DOOR IMPACT NOTES �.A , TAT OF TABLE OF CONTENTS DRAWN: DWG NO. REV ��� :r OR1D�: SHEET NO. DESCRIPTION V.L. A L 08—02673 B �'' ���AIRL�E 1 NOTES - E DATE NTS 03/30/15 SHEET1 OF 12 2 ELEVATION AND GLAZING DETAILS L. ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 3 — 12 INSTALLATION DETAILS 434-688-0609 rllomas@irlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED LlA REVISED PER NEW REQUIREMENTS 01/09/18 R.L. 8 ADD GLAZING DETAIL R 08/29/19 R.L. ❑ �I ICI ❑ y 1/2" 3/16" HS INTERIOR 100 PVB BY EASTMAN PLAN VIEW EXTERIOR 3/16" HS BULB GASKET WEDGE GASKET 3010 BY MPI 2541 BY MPI 192" MAX FRAME WIDTH FPVC FPVC 65 DUROMETER 15" MAX 75 DUROMETER 6" MAX � 6" MAX STRUCTURAL SEALANT O.C. SIKAFLEX 552 WITH 1.675"SILL RISER 1 » � � 6" MAX DESIGN PRESSURE RATING IMPACT RATING BITE SETTING BLOCK (30096) 85 DUROMETER +40.01-110.OPSF LARGE AND SMALL EXTRUSIONS BY CENTRAL RUBBER 1 5" MAX MISSILE IMPACT GLAZING DETAIL A O.C. MISSILE LEVEL D, WIND ZONE 4& HVHZ EXTERIOR 1 " 108" WITH 2.675"SILL RISER 3/16" TEMP INTERIOR MAX Q X X X DESIGN PRESSURE RATING IMPACT RATING f 3/16" ITS FRAME DURASEAL HEIGHT <= I=> I=> LARGE AND SMALL SPACER SYSTEM .100" PVB BY EASTMAN +70.0%90.OPSF MISSILE IMPACT BY OUANEX 3/16" HS MISSILE LEVEL D, WIND ZONE 4& HVHZ BULB GASKET WEDGE GASKET 3010 BY MPI 2541 BY MPI FPVC FPVC 65 DUROMETER l Al �� Al WITH 3.675"SILL RISER 75 DUROMETER STRUCTURAL SEALANT 6" MAX DESIGN PRESSURE RATING IMPACT RATING SIKAFLEX 552 4__ LARGE AND SMALL +100.0%110.OPSF MISSILE 1" BITE SETTING BLOCK (30096) SERIES FD8100 ALUMINUM SLIDING GLASS DOOR 85 DUROMETER EXTERIOR VIEW MISSILE LEVEL D, WIND ZONE 4& HVHZ BY CENTRAL RUBBER UNITS UP TO 4 PANELS IN UNLIMITED CONFIGURA TIONS ARE APPROVED AS LONG AS EMI—in EXTRUSIONS INDIVIDUAL PANEL AREA DOES NOT EXCEED 36.6 FTz GLAZING DETAIL B NOTES: SIGNED: 0812912019 1. (1) 1 ' X 3/16 WEEP SLOT 6 ' FROM EACH END, AND 48 ON CENTER EASTERN ARCHITECTURAL SYSTEMS �ll1f' A DIVISION OF THROUGH VERTICAL SILL LEG EXCEPT MOST INTERIOR SILL LEG. s I Ear�,� r EASTERN METAL SUPPLY \"���R, ��/j�, 2. PANEL SIZE: 49 1/2" X 106 1/2" ■ ■ 16341 DOMESTIC AVE •�� . • • ✓✓ !� R�utnirvurn a.rvo virvvL 6 RTMYERS,FL 33912 =,�• �f` �N • �,^✓� 4. PANEL D.L.O.: 40 7/8" X 97 3/4" M. .�_ ���� a�� »m V {+w_• Y SERIES FD8100 *' 0 ••�k ALUMINUM SLIDING GLASS DOOR IMPACT ELEVATION AND GLAZING DETAIL �.A , TAT OF HARDWARE SCHEDULE DRAWN: DWG No. REV ''ip, ;+ + ' • s # �\ V.L. 08-02673 E / S EC► �\ B. (1)ADJUSTABLE JUSTMORTAE TYPE LOCKS ON LOCDEM WHEEL ROLLER K ASSEMBLY ATEACH END OF EACH PANEL SCALE NTS DATE 03 30 1 5 SHEET 2 OF 1 2 /////It 11111�titi���', O / / C. (2)MULTI-POINT KEEPERS AT JAMBS AND ASTRAGAL AT LOCK POSITIONS L. ROBERTO LOMAS P.E. D. (1)EXTRUDED ALUMINUM REINFORCEMENT TYPE HAT EACH PANEL INTERLOCK STILE 1432 WOODFORD RD LEWISVILLE,NC27023 Luis R. Lomas P.E. E. (1)EXTRUDED ALUMINUM REINFORCEMENT"U"SHAPE AT BUTT STILE 434-688-0609 rllomas@alrlomaspe.com FL No.: 6251 4 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 01/09/18 R.L. B ADD GLAZING DETAIL B 08/29/19 R.L. JE2 El ❑ ICI �I PLAN VIEW WITH 1.675"SILL RISER DESIGN PRESSURE RATING IMPACT RATING +40.0/-110.OPSF LARGE AND SMALL 192" MAX FRAME WIDTH MISSILE IMPACT 6" MAX 1 5" MAX 6" MAI MISSILE LEVEL D, WIND ZONE 4& HVHZ O.C. 6" MAX WITH 2.675"SILL RISER DESIGN PRESSURE RATING IMPACT RATING +70.01-90.OPSF LARGE AND SMALL 1 5" MAX MISSILE IMPACT 0.C. MISSILE LEVEL D, WIND ZONE 4& HVHZ 96" O X X X MAX <= I=> WITH 3.675"SILL RISER FRAM E DESIGN PRESSURE RATING IMPACT RATING HEIGHT +100.0%110.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4& HVHZ 6" MAX DESIGN PRESSURE RATING IMPACT RATING SERIES FD8100 ALUMINUM SLIDING GLASS DOOR +110.OPSF LARGE AND SMALL MISSILE IMPACT EXTERIOR VIEW UNITS UP TO 4 PANELS IN UNLIMITED CONFIGURATIONS ARE APPROVED AS LONG AS MISSILE LEVEL D, WIND ZONE 4& HVHZ INDIVIDUAL PANEL AREA DOES NOT EXCEED 31.98 FT2 WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED NOTES: SIGNED: 0812912019 1. (1) 1 ' X 3/1 6' WEEP SLOT 6" FROM EACH END, AND 48 ON CENTER EASTERN ARCHITECTURAL SYSTEMS l} wm � A DIVISION OFTHROUGH VERTICAL SILL LEG EXCEPT MOST INTERIOR SILL LEG. i jr EASTERN METAL SUPPLY �.�\\r l P, IL 0A���'/j� 2. MAXIMUM PANEL SIZE: 49" X 94" 16341 DOMESTIC AVE \ . • • • , '�! �'� A u rn i r,u ra .o r,o Va r.tv� FORT MYERS,FL 33912 ` • A. +-] +�� 4. MAXIMUM D.L.O.: 40 7/8" X 85 3/4" w" 600-432-2204 -�` r, \V S ,(p Y SERIES FD8100 Z ALUMINUM SLIDING GLASS DOOR IMPACT �•0 ELEVATION �1D TAT 4F HARDWARE SCHEDULE DRAWN: DwC NO. RE; i��it ' 0R�q�' V.L. 08-02673 P /`�'+/' • �G��e B.A. (2)ADJUSTABLE JUSTABLETI NDEM WHEEL ROLLER TYPE LOCKS ON LOCK STEMEBLYAT EACH END OF EACH PANEL SCALE NT8 77 03 30 1 5 SHEET 3 F 12 `��rla All , �\\`` O / / C. (2)MULTI-POINT KEEPERS AT JAMBS AND ASTRAGAL AT LOCK POSITIONS L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. D. (1)EXTRUDED ALUMINUM REINFORCEMENT TYPE HAT EACH PANEL INTERLOCK STILE 1432 WOODFORD RD LEWISVILLE,NC 27023 E. (1) EXTRUDED ALUMINUM REINFORCEMENT"U"SHAPE AT BUTT STILE 434-688-0609 rllomaspalrlomaspe.com FL No.: 6251 4 Ar REVISIONS REV DESCRIPTION DATE APPROVED 5/8" MIN 5/8" MIN A REVISED PER NEW REQUIREMENTS 01/09/18 R.L. EDGE DISTANCE EDGE DISTANCE B ADD GLAZING DETAIL B 08/29/19 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS 1 7/16" MIN. 1/4" MAX. BACKER ROD s' 1 7/16" MIN. EMBEDMENT SHIM SPACE & APPROVED EMBEDMENT SEALANT 5/8" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE INTERIOR #14 WOOD SCREW #14 WOOD SCREW 7 � 5/8" MIN. EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR WOOD FRAMING BACKER ROD OR 2X BUCK & APPROVED BY OTHERS SEALANT S14 WOOD JAMB INSTALLATION DETAIL BACKER ROD SCREW WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT Ll I 1/4" MAX. WOOD FRAMING SHIM SPACE OR 2X BUCK BY OTHERS 1 7/16" MIN. NOTES: EMBEDMENT 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 5/8" MIN. _ 5/8" MIN, DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: 08/29/2019 WOOD FRAMING OR 2X BUCK INSTALLATION EASTERN ARCHITECTURAL SYSTEMS �� A DIVISION OF ■a Ejr ar EASTERN METAL SUPPLY �,.` R, L 0 `I 16341 DOMESTIC AVE \� • 'G • . '�/�jjj !� R�utnirvurw .aN© vrvv�. FORT MYERS,FL 33912 �N �• GN 800-432-2204 47 • .^ = 4• ��� n� •Lp SERIES FD8100 *' 0 ••�k kDRAWN: LUMINUM SLIDING GLASS DOOR IMPACT 2 TRACK INSTALLATION DETAILS , TAT OF ,•�= DWG NO. REV %'die,- Z0R1Dt�`'. DATE 08 s02673 8 S 03/30/15 4 OF 12 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomaspa Irlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 01/09/18 R.L. B ADD GLAZING DETAIL B 08/29/19 R.L. 5/8" MIN 5/8" MIN METAL EDGE DISTANCE EDGE DISTANCE STRUCTURE 1/4" MAX. 1/4" MAX. BY OTHERS SHIM SPACE METAL SHIM SPACE STRUCTURE BY OTHERS 5/8" MIN. EDGE DISTANCE �—L�L BACKER ROD & APPROVED INTERIOR 14 SMS OR SEALANT #14 SMS OR SELF DRILLING SELF DRILLING SCREWS SCREWS 5/8" MIN. EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR 0 BACKER ROD & APPROVED SEALANT #14 SMS OR SELF DRILLING JAMB INSTALLATION DETAIL BACKER ROD SCREWS METAL STRUCTURE INSTALLATION & APPROVED SEALANT 1/4 MAX. SHIM SPACE NOTES: METAL STRUCTURE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 5/8" MIN. _ 5/8" MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: 0812912019 METAL STRUCTURE INSTALLATION EASTERN AA DIVISION F SYSTEMS DEP4 Ea SternADIVISION OF �EASTERN METAL SUPPLY ��, R, V16341 DOMESTIC AVE \� • 'G • .R�utnirvurw .aN© VI" FORT MYERS,FL 33912 �N �• GN n • .^ 800-432-2204 = 4• ��� 47 •.1'" SERIES FD8100 *' p ••�k ALUMINUM SLIDING GLASS DOOR IMPACT 2 TRACK INSTALLATION DETAILS �.A , TAT OF ,•�= ■ � DRAWN; DWG NO. REV �����F��R19�. \ � AV.LE DATE 08 s02673 B �''/�S�(?NA'��E����� NTS 03/30/15 5 OF 12 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas(a Irlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" A REVISED PER NEW REQUIREMENTS 01/09/1 8 R.L. SEPARATION B ADD GLAZING DETAIL B 08/29/19 R.L. 1 1/2" MIN. 1 1/2" MIN. 1 1/4" M EDGE DISTANCE EDGE DISTANCE EMBEDMENT SHIM SPACE MASONRY CONCRETE/MASONRY CONCRETE / BY OTHERS BY OTHERS a 1 1/4" MIN. OPTIONAL IX BUCK ° a ° ° ��° EMBEDMENT 1 1/2" a TO BE PROPERLY MIN. ° SECURED EDGE a ° SEE NOTE 3 SHEET 1 DISTANCE 1/4" TAPCON o° 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD & APPROVED 1/4" TAPCON SEPARATION SEALANT ° 1 1/2" ° WIN. a EXTERIOR EDGE ° a DISTANCE 0 EXTERIOR INTERIOR OPTIONAL 1 X BUCK TO BE PROPERLY BACKER ROD SECURED & APPROVED SEE NOTE 3 SHEET 1 SEALANT 1/4" TAPCON BACKER ROD JAMB INSTALLATION DETAIL & APPROVED SEALANT 1/4" MAX. CONCRETE/MASONRYINSTALLAT/ON SHIM SPACE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OPTIONAL 1 X BUCK NOT SHOWN FOR CLARITY. TO BE PROPERLY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SECURED ° a ° o DESIGNED IN ACCORDANCE WITH ASTM E2112 SEE NOTE 3 SHEET 1 1 1/4" MIN. CONCRETE/MASONRY ° EMBEDMENT SIGNED: 0812912019 BY OTHERS ° -.a aSler EASTERNAA HTEIVISONUOFL SYSTEMS I EASTERN METAL SUPPLY,` 5 iR, 1 1/2 MIN. 1 1/2 MIN. ■ ■ -. 16341 DOMESTIC AVE \� • - EDGE DISTANCE EDGE DISTANCE R� ©�� " 800 322204'FL33912 =,V, ,�j�nf 1 �Lp 2 1/2' SERIES FD8100 *' 0 �1 ••�k ALUMINUM SLIDING GLASS DOOR IMPACT SEPARATION 2 TRACK INSTALLATION DETAILS TAT OF ' �= VERTICAL CROSS SECTION �Q'i CONCRETE/MASONRY INSTALLATION ���°� 0 R19�` ` � DRAWN: F77� REV / AV. LE DATE 08 s02673 B "/)/S/(?NR'��E�\►�� 1 NTS 03/30/15 6 OF 12 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas(a Irlomaspe.com Ar REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 01/09/18 R.L. 5/8" MIN 5/8" MIN B ADD GLAZING DETAIL B 08/29/19 R.L. EDGE DISTANCE EDGE DISTANCE WOOD FRAMING OR 2X BUCK 1 7/1 6" MIN. 1/4" MAX. BY OTHERS 1 7/16" MIN. EMBEDMENT SHIM SPACE EMBEDMENT BACKER ROD 5/8" MIN. & APPROVED 1/4" MAX. EDGE DISTANCE SEALANT SHIM SPACE # 1 4 WOOD #14 WOOD SCREW SCREW WOOD FRAMING INTERIOR OR 2X BUCK 0 0 BY OTHERS EXTERIOR INTERIOR 0 0 0 0 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW EXTERIOR BACKER ROD & APPROVED BACKER ROD SEALANT & APPROVED 1/4" MAX, SEALANT SHIM SPACE JAMB INSTALLATION DETAIL 1 7/1 6" MIN. NOTES: WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING EMBEDMENT 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OR 2X BUCK NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 5/8" MIN. 5/8" MIN. EDGE DISTANCE EDGE DISTANCE SIGNED: 0812912019 VERTICAL CROSS SECTION EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF WOOD FRAMING OR 2X BUCK INSTALLATION s EaStern EASTERN METAL SUPPLY \ R, ■ `I 16341 DOMESTIC AVE \\ - GN n • .^ 800-432-2204 = 4• \� 47 •.1'" SERIES FD8100 *' p ••�k ALUMINUM SLIDING GLASS DOOR IMPACT 3 TRACK INSTALLATION DETAILS �.A , TAT OF ,•�= ■ � DRAWN; DWG NO. REV �����FZORVDt�\ � AV.LE DATE 08 s02673 B /�/�S�(?NA'� ``►�\��\ NTS 03/30/15 7 OF 12 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas(a Irlomaspe.com Ar REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 01/09/18 R.L. B ADD GLAZING DETAIL B 08/29/19 R.L. 5/8" MIN 5/8" MIN EDGE DISTANCE EDGE DISTANCE 1/4" MAX. SHIM SPACE 1/4' MAX. SHIM SPACE 5/8" MIN. METAL EDGE DISTANCE ILI STRUCTURE BY OTHERS BACKER ROD #14 SMS OR & SELF DRILLING APPROVED SEALANT #14 SMS OR SCREWS SELF DRILLING METAL INTERIOR SCREWS STRUCTURE BY OTHERS EXTERIOR INTERIOR 5/8" MIN. 0 EDGE DISTANCE EXTERIOR BACKER ROD #14 SMS OR & APPROVED SELF DRILLING SEALANT SCREWS BACKER ROD & APPROVED 1/4" MAX. JAMB INSTALLATION DETAIL SEALANT SHIM SPACE METAL STRUCTURE INSTALLATION NOTES: METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 5/8" MIN. 5/8" MIN. EDGE DISTANCE VERTICAL CROSS SECTION EDGE DISTANCE SIGNED: 08/29/2019 METAL STRUCTURE INSTALLATION }1 l l l!!I J EASTERN ARCHITECTURAL SYSTEMS �� A DIVISION OF ajraSler EASTERN METAL SUPPLY �`,� R, L o ■ `I 16341 DOMESTIC AVE \� • 'G • . '�/�jjj !� R�utnirvurw " vI ry vL FORT MYERS,FL 33912 ��' 2 �• GN n • .^ 800-432-2204 = 4• ��� 47 •Lp SERIES FD8100 *' p 51 ••�k kDRAWN: LUMINUM SLIDING GLASS DOOR IMPACT 3 TRACK INSTALLATION DETAILS ��] , TAT OF ,•�= ■ � DWG NO. REV ����n F��RMt*A"' DATE 08 s02673 B /Is� � S 03/30/15 8 OF 12 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas(a Irlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 01/09/18 R.L. 2 1/2" 2 1/2 B ADD GLAZING DETAIL B 08/29/1 9 R.L. SEPARATION SEPARATION 1 1/2" MIN. 1 1/2" MIN. 1 1/4" MIN. 1/4" MAX. EDGE DISTANCE EDGE DISTANCE EMBEDMENT SHIM SPACE CONCRETE/MASONRY a ° ° ° 1 1/2" ° BY OTHERS a 1 1/4" MIN. MIN. a EMBEDMENT EDGE DISTANCE /4" TAPCON a° OPTIONAL 1 X BUCK OPTIONAL 1 X BUCK TO BE PROPERLY TO BE PROPERLY SECURED SECURED 1/4" MAX. 2 1/2" ° SEE NOTE 3 SHEET 1 SEE NOTE 3 SHEET 1 SHIM SPACE SEPARATION ° CONCRETE/MASONRY BACKER ROD APPROVED 1/4" TAPCON BY OTHERS SEALANT ° °a INTERIOR SEPARATION IF a EXTERIOR 0 v a INTERIOR 1 1 MINN.2" a EXTERIOR a 0 EDGE ° a DISTANCE 0 l a BACKER ROD & APPROVED SEALANT BACKER ROD 1/4" TAPCON APPROVED JAMB INSTALLATION DETAIL SEALANT CONCRETE/MASONRY INSTALLATION 1/4" MAX. OPTIONAL 1 X BUCK SHIM SPACE TO BE PROPERLY NOTES: SECURED 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SEE NOTE 3 SHEET 1 NOT SHOWN FOR CLARITY, CONCRETE MASONRY ° a ° ° a a° 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1 1/4" MIN. / —� DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS a ° ° a a EMBEDMENT SIGNED: 0812912019 a Q ° aSte ° � a ° EASTERN ARCHITECTURAL SYSTEMS �a � A DIVISION OF 1 1/2 MIN. ° 1 1/2 MIN.a ■ EASTERN METAL SUPPLY ��,.`.�a R, L 0 EDGE DISTANCE EDGE DISTANCE _- `I 16341 DOMESTIC AVE -� "�`'� . • • !� RI'd tt.ltt t .a ems© vtr,v�. FORT MYERS,FL 33912 �� �*~ EN 'n•��.^�� 800-432-2204 = 4• ��� 47� �Lp 2 1/2" 2 1/2" SERIES FD8100 *� p •s�k SEPARATION SEPARATION ALUMINUM SLIDING GLASS DOOR IMPACT 3 TRACK INSTALLATION DETAILS ��] M1 TAT OFoo VERTICAL CROSS SECTION DRAWN: DWG NO. REV �, ,'cL❑R19�LIP •`'�� CONCRETE/MASONRY INSTALLATION V. SCALE 0 8 s0 2 6 7 3 B ��/� iiS'�0 AL N DATE TS 03/30/1 5 9 OF 12 If II I 1� L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas(a Irlomaspe.com Ar REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 01/09/18 R.L. MIN 5/8" MIN B ADD GLAZING DETAIL B 08/29/19 R.L. EDGE DISTANCE EDGE DISTANCE 1 7/1 6" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1 7/16" MIN. WOOD FRAMING EMBEDMENT 5 D MIN. EDGEE DISTANCE OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE BACKER ROD & APPROVED WOOD FRAMING SEALANT OR 2X BUCK BY OTHERS #1 4 WOOD SCREW #14 WOOD SCREW INTERIOR 0 EXTERIOR INTERIOR 5/8" #14 WOOD EDGE SCREW DISTANCE EXTERIOR BACKER ROD IT V & APPROVED BACKER ROD SEALANT & APPROVED 1/4" MAX. SEALANT SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING 1 7/16" MIN. WOOD FRAMING OR2X BUCK INSTALLATION OR 2X BUCK EMBEDMENT BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 5/8" MIN 5/8" MIN DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE EDGE DISTANCE SIGNED: 0812912019 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION P. EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF 5 IEN� ar EASTERN METAL SUPPLY �`r �, O/{���, 16341 DOMESTIC AVE � �� • • r • r -% /� ALL.IMIMIJM ANO VItVYL FORT MYERS,FL 33912 �.-...,ter w,e.,e.a.,.a.....d ooa.xa 800-432-2204 =i' f�- \0 V r� SERIES FD8100 S*• 0 ALUMINUM SLIDING GLASS DOOR IMPACT (� 4 TRACK INSTALLATION DETAILS TAT OF �• � DRAWN; DWG NO. REV �LORIV� �`'� ALE DATE OS s02673 B f/frUS��� AL} NITS DATE 10 OF 12 L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L N o.: 62514 434-688-0609 rllomasplrlomaspe.com Ar REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 01/09/18 R.L. B ADD GLAZING DETAIL B 08/29/19 R.L. 5/8" MIN 5/8" MIN EDGE DISTANCE EDGE DISTANCE 1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE 5/8" MIN. METAL EDGE DISTANCE STRUCTURE BY OTHERS BACKER ROD #14 SMS OR APPROVED SELF DRILLING SEALANT #14 SMS OR SCREWS SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS INTERIOR 0 EXTERIOR INTERIOR 0 0 5/8" MIN. EDGE DISTANCE 1 4 SMS OR EXTERIOR SELF DRILLING BACKER ROD —"A n 22 n][MliFF BACKER ROD IT SCREWS & APPROVED & APPROVED SEALANT SEALANT 1/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION M ETA L NOTES: STRUCTURE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BY OTHERS NOT SHOWN FOR CLARITY. 5/8" MIN. 5/8" MIN. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE EDGE DISTANCE EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 08/29/2019 VERTICAL CROSS SECTION EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF METAL STRUCTURE INSTALLATION a EaSte n EASTERN METAL SUPPLY �, R, 0A��'I�� ■ `I 16341 DOMESTIC AVE \� • 'G • . '�/�jjj !� R�utnirvurw .aN© vrvv�. FORT MYERS,FL 33912 �N �• GN n • .^ 800-432-2204 = 4• ��� 47 •.1'" SERIES FD8100 *' 0 ••�k ALUMINUM SLIDING GLASS DOOR IMPACT 4 TRACK INSTALLATION DETAILS �.A , TAT OF ,•�= DRAWN: DWG NO. REV ��e�.'cL❑R1'D�; `'�` ALE DATE 08 s02673 B �''/�S/(?NA'��E����� NTS 03/30/15 11 OF 12 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas(a Irlomaspe.com 2 1/2" /2 REVISIONS SEPARATION REV DESCRIPTION DATE APPROVED 2 1/2" A REVISED PER NEW REQUIREMENTS 01/09/1 8 R.L. SEPARATION 1 1/2" MIN. 1 1/2" MIN. B ADD GLAZING DETAIL B 08/29/19 R.L. EDGE DISTANCE EDGE DISTANCE 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK °° ° ° ° 1 1/2" ° TO BE PROPERLY a ° a 1 4" MIN, CONCRETE/MASONRY SECURED ° ° ° ° ° d ° °a ° EMBEDMENT EDIGE BY OTHERS SEE NOTE 3 SHEET 1 DISTANCE 1/4" TAPCON 1 BACKER ROD & APPROVED 1/4" MAX. 2 1/2" ° SEALANT SHIM SPACE SEPARATION a ° 1/4" TAPCON ° OPTIONAL 1 X BUCK TO BE PROPERLY SECURED El El I El SEE NOTE 3 SHEET 1 SEPARATION ° a °a a INTERIOR a ° EXTERIOR INTERIOR ° 0 1 1/2" MIN. EDGE a DISTANCE J _ v 0 EXTERIOR BACKER ROD 1/4" TAPCON BACKER ROD & APPROVED & APPROVED SEALANT SEALANT 1/4" MAX. SHIM JAMB INSTALLATION DETAIL OPTIONAL 1 X BUCK SPACE NOTES:INTERIOR AND EXTERIOR FINISHES, BY OTHERS, CONCRETE/MASONRY INSTALLATION TO BE PROPERLY SECURED NOT SHOWN FOR CLARITY, SEE NOTE 3 SHEET 1 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0812912019 ° 1 1/4" MIN. ° ° EMBEDMENT CONCRETE/MASONRY 8 ° IIII!!1 fE94 EASTERN AA DIVISION SYSTEMS BY OTHERS ° Eastern ` 5 ! ! EASTERN METAL SUPPLY �\, R, L A ° 16341 DOMESTIC AVE \� • ' • . '�/�jjj 1 1/2" MIN. 1 1/2 MIN. Rau nirvurw rv©ovrvv� FORT MYERS,FL 33912 �N �• f` �N ..^^ ,.-...,.... w,,.,00..,.g ova.a ee 800-432-2204 = 4■ L, S� •y_ EDGE DISTANCE EDGE DISTANCE SERIES FD8100 *' p ••sky 2 1/TI ALUMINUM SLIDING GLASS DOOR IMPACT SEPARATION 4 TRACK INSTALLATION DETAILS TAT OF ' �= i0'0 �► ��� DRAWN: DWG NO. REV / \\� SEPARATION ' ZOR1DA' '�` V.L. 08-02673 B � dsln- .AL VERTICAL CROSS SECTION SCALE NTS DATE 03/30/1 5 s"EET 1 2 OF 12 ��Idf 11llll�� CONCRETE/MASONRY INSTALLATION L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomas(a Irlomaspe.com F L No.: 62514