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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS 11/23/21, 1:39 PM Florida Building Code Online Business & iYl „ tIF _ ProfessionalRegulation r BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map Links Search bpr �fl -lamProduct Approval` USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL27113-R3 SFCRETARY Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4305 easengineering@easternmetal.com Authorized Signature James Flesher easengineering@easternmetal.com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800)432-2204 jflesher@easternmetal.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 Steven M. Urich, PE Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2012 ASTM E1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL27113 R3 Equiv EERNo2548 Rev2 Series650 SGD ss.pdf FL27113 R3 Equiv FL27113 EQ,pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsiWEgpVGlupCmTlJeVIOTeklO7ZUzMzHDOPfvLHtGMEA%3d%3d 1/4 11/23/21, 1:39 PM Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 09/09/2020 Date Validated 02/23/2021 Date Pending FBC Approval Date Approved 02/28/2021 Summary of Products FL# Model,Number or Name Description 27113.1 Series 650 Multi-Slide/Pocket Vinyl Series 650 Multi-Slide/Pocket Vinyl Sliding Glass Door- Non- Sliding Glass Door Impact and Non-HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL27113 R3 C CAC NI013954.01-R1.pdf Approved for use outside HVHZ:Yes FL27113 R3 C CAC NI013954.02-R1.pdf Impact Resistant: No FL27113 R3 C CAC NI013954.03-R1.pdf Design Pressure: N/A FL27113 R3 C CAC NI013954.04-R1.pdf Other: See Installation Drawing for Design Pressures of FL27113 R3 C CAC NI013954.08-Rl.pdf Various Door Sizes and Sill Heights. FL27113 R3 C CAC NI013954-Rl.pdf Quality Assurance Contract Expiration Date 03/31/2024 Installation Instructions FL27113 R3 II EAS0006 RevA Series 650 SGD ss.pdf Verified By: Robert J.Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL27113 R3 AE PERNo2548 Rev2 Series650 SGD ss.pdf Created by Independent Third Party: Yes 27113.2 Series 650 Multi-Slide/Pocket Vinyl Series 650 Multi-Slide/Pocket Vinyl Sliding Glass Door-Impact Sliding Glass Door and Non-HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL27113 R3 C CAC NI013954.05-Rl.pdf Approved for use outside HVHZ:Yes FL27113 R3 C CAC NI013954.06-R1.pdf Impact Resistant:Yes FL27113 R3 C CAC NI013954.07-R1.pdf Design Pressure: N/A FL27113 R3 C CAC NI013954.09-R1.pdf Other: See Installation Drawing for Design Pressures of Quality Assurance Contract Expiration Date Various Door Sizes and Sill Heights. 03/31/2024 Installation Instructions FL27113 R3 II EAS0006 RevA Series 650 SGD ss.pdf Verified By: Robert J.Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL27113 R3 AE PERNo2548 Rev2 Series650 SGD ss.pdf Created by Independent Third Party: Yes 27113.3 Series 650 Multi-Slide/Pocket Vinyl Series 650 Multi-Slide/Pocket Vinyl Sliding Glass Door-Impact Sliding Glass Door and HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL27113 R3 C CAC NI013954.10-R1.pdf Approved for use outside HVHZ:Yes FL27113 R3 C CAC NI013954.11-Rl.pdf Impact Resistant:Yes FL27113 R3 C CAC NI013954.12-Rl.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: See Installation Drawing for Design Pressures of 03/31/2024 Various Door Sizes and Sill Heights. Installation Instructions FL27113 R3 II EAS0007 RevO Series 650 SGD HVHZ ss.pdf Verified By: Robert J.Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL27113 R3 AE PERNo2548 Rev2 Series650 SGD ss.pdf Created by Independent Third Party: Yes 27113.4 Series 650 Vinyl SGD CW-PG45 Series 650 Vinyl SGD w/and w/out pockets CW-PG45 Impact Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL27113 R3 C CAC NI013954.21.pdf Approved for use outside HVHZ: Yes FL27113 R3 C CAC NI013954.22.pdf Impact Resistant:Yes FL27113 R3 C CAC NI013954.25.pdf Design Pressure: +45/-45 Quality Assurance Contract Expiration Date Other: 04/30/2023 Installation Instructions FL27113 R3 II 08-03552.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsiWEgpVGlupCmTlJeVIOTeklO7ZUzMzHDOPfvLHtGMEA%3d%3d 2/4 11/23/21, 1:39 PM Florida Building Code Online Evaluation Reports FL27113 R3 AE 514633.pdf Created by Independent Third Party: Yes 27113.5 Series 650 Vinyl SGD CW-PG45 Non- Series 650 Vinyl SGD w/and w/out pockets CW-PG45 Non- Impact Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL27113 R3 C CAC NIO13954.18.pdf Approved for use outside HVHZ: Yes FL27113 R3 C CAC NI013954.19.pdf Impact Resistant: No FL27113 R3 C CAC NIO13954.20.pdf Design Pressure: +45/-45 Quality Assurance Contract Expiration Date Other: 04/30/2023 Installation Instructions FL27113 R3 II 08-03549.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL27113 R3 AE 514630.pdf Created by Independent Third Party: Yes 27113.6 Series 650 Vinyl SGD LC-PG50 Series 650 Vinyl SGD w/and w/o pockets LC-PG50 Impact Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL27113 R3 C CAC NIO13954.15.pdf Approved for use outside HVHZ:Yes FL27113 R3 C CAC NI013954.23.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/30/2023 Other: Installation Instructions FL27113 R3 II 08-03551.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL27113 R3 AE 514632.pdf Created by Independent Third Party: Yes 27113.7 Series 650 Vinyl SGD LC-PG55 Non- Series 650 Vinyl SGD w/and w/out pockets LC-PG55 Non- Impact Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL27113 R3 C CAC NIO13954.17.pdf Approved for use outside HVHZ: Yes FL27113 R3 C CAC NIO13954.24.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 04/30/2023 Other: Installation Instructions FL27113 R3 II 08-03548.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL27113 R3 AE 514629.pdf Created by Independent Third Party: Yes 27113.8 Series 650 Vinyl SGD LC-PG70 Non- Series 650 Vinyl SGD w/and w/out pockets LC-PG70 Non- Impact Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL27113 R3 C CAC NIO13954.03-Rl.pdf Approved for use outside HVHZ: Yes FL27113 R3 C CAC NIO13954.14.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +70/-70 04/30/2023 Other: Installation Instructions FL27113 R3 II 08-03547.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL27113 R3 AE 514628.pdf Created by Independent Third Party: Yes 27113.9 Series 650 Vinyl SGD LC-PG75 Non- Series 650 Vinyl SGD w/and w/out pockets LC-PG75 Non- Impact Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL27113 R3 C CAC NIO13954.01-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2024 Design Pressure: +75/-75 Installation Instructions Other: FL27113 R3 II 08-03553.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL27113 R3 AE 514634.pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsiWEgpVGlupCmTlJeVIOTeklO7ZUzMzHDOPfvLHtGMEA%3d%3d 3/4 11/23/21, 1:39 PM Florida Building Code Online 27113.10 Series 650 Vinyl SGD LC-PG80 Non- Series 650 Vinyl SGD w/and w/out pockets LC-PG80 Non- Impact Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL27113 R3 C CAC NIO13954.13.pdf Approved for use outside HVHZ: Yes FL27113 R3 C CAC NI013954-Rl.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +80/-80 04/30/2023 Other: Installation Instructions FL27113 R3 II 08-03546.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL27113 R3 AE 514627.pdf Created by Independent Third Party: Yes 27113.11 Series 650 Vinyl SGD OXO LC-PG55 Series 650 Vinyl SGD OXO w/and w/o pockets LC-PG55 Impact Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL27113 R3 C CAC NI013954.16.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2023 Design Pressure: +55/-55 Installation Instructions Other: FL27113 R3 II 08-03550.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL27113 R3 AE 514631.pdf Created by Independent Third Party: Yes 27113.12 Series 7000 Multi-Slide/Pocket Series 7000 Multi-Slide/Pocket Aluminum Sliding Glass Door- Aluminum Sliding Glass Door Impact and HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL27113 R3 C CAC NI014145.01.pdf Approved for use outside HVHZ:Yes FL27113 R3 C CAC NI014145.12-df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/30/2022 Other: Installation Instructions FL27113 R3 II 08-03375 .pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL27113 R3 AE 514368.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 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 to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® go ® i` Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsiWEgpVGlupCmTlJeVIOTeklO7ZUzMzHDOPfvLHtGMEA%3d%3d 4/4 Igir REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCON WITH 1 . THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2'' REQUIREMENTS OF THE FLORIDA BUILDING CODE AND HVHZ. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1 -1/2" WINDOW UNITS MUST BE DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 5. WHERE WOOD BUCK THICKNESS IS 1 -1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 1 8GA (.048") FY=33KS1/FU=52KSI OR COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM THE ARCHITECT OR ENGINEER OF RECORD. 19. APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX, XXX, X00, COX, OXXO, XXXO, OXXX, 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS XXXX, PX, XP, OXP, PXO, PXXXX, XXXXP, PXXXXP, PXXO, OXXP, PX00, OOXP, PXXXO, PROVIDED. OXXXP, PXXX, XXXP, PXXP. 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 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 ALUMINUM 6063T6. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 17 FOR GLASS DETAIL. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 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: 0212812019 EASTERN ARCHITECTURAL SYSTEMS �� 16341 DOMESTIC AVENUE ����\S .R•• L�'`J�f/� FT. MYERS, FL 33912 ��v•��G�Nsgs�� SERIES 7000 ALUMINUM SLIDING GLASS DOOR *� 5t *� LARGE MISSILE IMPACT TABLE OF CONTENTS NOTES w TAT OF �� SHEET NO. DESCRIPTION fig•R DRAWN: DWG NO. REV � �s L0RIO�. 1 NOTES A.R.E DATE 08 s03375 - /IS�0NAL}Ea��� 2 4 ELEVATION NTS 12/13/18 1 OF 19 5 17 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 1 8 19 COMPONENTS 434-688-0609 rllomasglrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED e7 ---------LT. 192" FRAME WIDTH 6" MAX 15 6" MAX MAX O.C. 8" MAX. JAMBS (2) ANCHORS PER LOCATION ON 6" MAX. O.C. 96" FRAM E O NOTES: HEIGHT X X X 1. PANEL SIZE:491/4"x94114" 2. D.L.O.:43"X 86 3/4" 9 VAX SERIES 7000 ALUMINUM SLIDING GLASS DOOR HEAD AND SILL (2) ANCHORS EXTERIOR VIEW PER LOCATION. DESIGN PRESSURE RATING IMPACT RATING SIGNED: 02/28/2019 +60.OPSF LARGE AND SMALL ,11 t l I d I''', MISSILE IMPACT FA.R. TERN ARCHITECTURAL SYSTEIDOOR S\� �, MISSILE LEVEED, WIND ZONE 4 AND HVHZ 16341 DOMESTIC AVENUE .�ti`�\�? .R�• ���J�f��� FT. MYERS, FL 33912 v,•��G�N�+�;q�s MULTIPLE CONFIGURATIONS ARE APPROVED UP TO 4 PANELS AND AS LONG AS PANEL AREA DOES NOT EXCEED 32.8 FT2 7000 ALUMINUM SLIDING GLASS *' �� *� LARGE MISSILE IMPACT • ELEVATION 0 w TAT OF �'�� n 4r DWG NO. ���� 0Rl��: HARDWARE SCHEDULE DATE 08so337s � DAtA. LOCK HANDLE WITH KEEPER BYAMESBURY, INTERIOR AND EXTERIOR OF OPERABLE PANEL 12/1 3/18 2 OF B. ROLLER ASSEMBLY(TA-88-PRN-166-ST-SS)BYAMESBURY,AT BOTTOM RAIL L.ROBERTO LOMAS P.E.C. ALUMINUM REINFORCEMENT BAR(57282)FOR OXXO BUTT STILE AT CENTER INTERLOCK 1432 WOODFORD RD LEWISVILLE,NC27023Luis R. Lomas P.E. D. ALUMINUM REINFORCEMENT BAR(57316)FOR OXO BUTT STILE AT INTERLOCK LEFT 434-688-0609 rllomasgIrlomaspe.comFL No.: 6251 4 REVISIONS REV DESCRIPTION DATE APPROVED 237 29/32" FRAME WIDTH 6" MAX 15" �r 6" MAX MAX O.C. 8" MAX. JAMBS (2) ANCHORS PER LOCATION 1 6" MAX. O.C. X X X X POCKET NOTES: 1. PANEL SIZE:49 1/4"x 94 114" 2. D.L.0.:43"X86314" 8" MAX. SERIES 7000 ALUMINUM SLIDING GLASS DOOR EXTERIOR VIEW HEAD AND SILL (2) ANCHORS DESIGN PRESSURE RATING IMPACT RATING PER LOCATION. +60.OPSF LARGE AND SMALL SIGNED: 0212812019 MISSILE IMPACT MISSILE LEVELD, WIND ZONE 4 AND HVHZ FR. TERN ARCHITECTURAL SYSTEMS `'��lllll[I����,, MULTIPLE CONFIGURATIONS ARE APPROVED UP TO 4 PANELS AND 16341 DOMESTIC AVENUE ��\\\5 R * ��rr AS LONG AS PANEL AREA DOES NOT EXCEED 32.8 FT2 FT. MYERS, FL 33912 ��V'���+E N S qcf� 7000 ALUMINUM SLIDING GLASS DOOR *� D 51 + LARGE MISSILE IMPACT -- ELEVATION WITH POCKET TAT OF g� DWG N0. REV ��fi ❑R10� \C�� HARDWARE SCHEDULE SATE 08 J03375 — �filsS�DNgL■E?G��` A LOCK HANDLE WITH KEEPER BYAMESBURY, INTERIOR AND EXTERIOR OF OPERABLE PANEL 1 2/1 3/1 8 3 OF 19 11 II<ll B. ROLLER ASSEMBLY(TA-88-PRN-166-ST-SS)BYAMESBURY,AT BOTTOM RAIL L.ROBERTO LOMAS P.E. C. ALUMINUM REINFORCEMENT BAR(57282)FOR OXXO BUTT STILE AT CENTER INTERLOCK 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E. D. ALUMINUM REINFORCEMENT BAR(57316)FOR OXO BUTT STILE AT INTERLOCK LEFT 434-688-0609 rl1omasC&1r1omaspe.com FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 192" FRAME WIDTH 6" MAX. MAX.1 O.C. 6" MAX. 8" MAX. (1 ) ANCHOR PER LOCATION 1 6" MAX. O.C. 96" FRAM E HEIGHT 8" MAX. SERIES 7000 ALUMINUM SLIDING GLASS DOOR EXTERIOR VIEW HEAD AND SILL (1) ANCHOR BUILD OUT INSTALLATION FOR 2 TRACK SYSTEMS PER LOCATION. 192" FRAME WIDTH 6" MAX. 18 6" MAX. MAX. O.C. 8" MAX. (2) ANCHOR PER LOCATION 18" MAX. O.C. 96" FRAM E SIGNED: 0212812019 HEIGHT F TERN ARCHITECTURAL SYSTEMS ;��O 11110 /�//f 16341 YERS,DOMESTIC AVENUE =.� EIV' - FT. MYERS, 7000 ALUMINUM SLIDING GLASS DOOR *� �5� *� LARGE MISSILE IMPACT �V 8" MAX. BUILD OUT ELEVATIONS �.A w TAT OF �� nq 4r DWG NO. REV ��d'��L/R���. SERIES 7000 ALUMINUM SLIDING GLASS DOOR DATE 08 s03375 - '� DIVAL}Ea.�` EXTERIOR VIEW HEAD AND SILL (2) ANCHOR 12/13/18 4 OF 19 rIIIL BUILD OUT INSTALLATION FOR 3 TRACK AND 4 TRACK SYSTEMS PER LOCATION. L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomasgIrlomaspe.com F L No.: 62514 REVISIONS 5/8 MIN. REV DESCRIPTION DATE APPROVED WOOD FRAMING EDGE DISTANCE OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT I 1 I BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE 1 3/8" MIN. 1/4" MAX. SEALANT EMBEDMENT SHIM SPACE #14 WOOD SCREW 5/8" MIN. EDGE DISTANCE INTERIOR #14 WOOD SCREW EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR BACKER ROD & APPROVED JAMB INSTALLATION DETAIL SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION #14 WOOD SCREW SILL TO BE SET N A BED OF NOTES: APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD DESIGNED IN ACCORDANCE WITH ASTM E2112 & APPROVED 1/4" MAX. SIGNED: 0212812019 SEALANT SHIM SPACE EASTERN ARCHITECTURAL SYSTEMS �WmIlIllw/�, 16341 DOMESTIC AVENUE .��;�\�? .R • ���J�f/�� 1 3/8" MIN FT. MYERS, FL 33912 v,• �GEfY�+ .q�s EMBEDMENT SERIES 7000 ALUMINUM SLIDING GLASS DOOR �0 51 *� LARGE MISSILE IMPACT _— WOOD FRAMING 2 TRACK INSTALLATION DETAILS b TAT OF ' �~ OR 2X BUCK 5/8" MIN �0. EDGE DISTANCE DRAWN: DWG N0. REV �, L�RID�;. \��� BY OTHERS INSTALLATION ��sAR 08s03375 / SnM VERTICAL ROSSECI Al- WOOD r` FRAMING BUCK sGE NTS DATE 12/13/18 5 OF 19 / 1r111IIEa L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomasglrlomaspe.com REVISIONS 5/8 MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE METAL STRUCTURE BY OTHERS I BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE 1/4" MAX. SEALANT SHIM SPACE #14 SMS OR 5/8" MIN. SELF DRILLING EDGE DISTANCE SCREW INTERIOR #14 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR METAL STRUCTURE BY OTHERS EXTERIOR BACKER ROD & APPROVED JAMB INSTALLATION DETAIL SEALANT METAL STRUCTURE INSTALLATION #14 SMS OR SELF DRILLING SCREW SILL TO BE SET NOTES: IN A BED OF 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, APPROVED SEALANT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD DESIGNED IN ACCORDANCE WITH ASTM E2112 & APPROVED 1/4" MAX. SIGNED: 0212812019 SEALANT -1 SHIM SPACE EASTERN ARCHITECTURAL SYSTEMS ���VollIllw/ 16341 DOMESTIC AVENUE R•• L�'`J�f/� FT. MYERS, FL 33912 �•v•��G�N�+ q�s�� SERIES 7000 ALUMINUM SLIDING GLASS DOOR LARGE MISSILE IMPACT M ETA L 2 TRACK INSTALLATION DETAILS 0 w TAT Q �' r STRUCTURE EDGE DISTANCE DRAWN: DWG NO. REV �IN �¢`':���RID�;• N BY OTHERS VERTICAL CROSS SECTION A.R. 08-03375 - Zs40n AL METAL STRUCTURE INSTALLATION SCALE NTS DATE 12/13/18 SHEET OF 19 ��lIIIlLti1� L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomasglrlomaspe.com 2 1/32" MIN 2" MIN. REVISIONS SEPARATION EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT OPTIONAL 1 X BUCK ° 1 1/4" MIN. SEE NOTES 3 7 EMBEDMENT SHEET 1 MAX. 2>> o SHIM SPACE BACKER ROD 1/4" MAX. MIN. a & APPROVED SHIM SPACE EDGE o SEALANT DISTANCE o v TAPCON 2 1/32" INTERIOR MIN. 0 ---- SEPARATION a v v v 0 4 0 1/4" TAPCON 0 EXTERIOR INTERIOR CONCRETE/MASONRY BY OTHERS ° EXTERIOR 0 BACKER ROD & APPROVED OPTIONAL IX BUCK SEALANT SEE NOTE 3 — 7 SHEET 1 -- ----- -- ----- 1/4" TAPCON JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: SILL TO BE SET 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, N A BED OF NOT SHOWN FOR CLARITY. APPROVED SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 BACKER ROD 1/4" MAX. SIGNED: 0212812019 & APPROVED SHIM SPACE SEALANT EASTERN ARCHITECTURAL SYSTEMS ;x\\5 Rtit o����f 16341 YERS,DOMESTIC AVENUE -���\•`GEIVy FT. MYERS, OPTIONAL 1 X BUCK •• ti, �` •• SEE NOTE 3 — 7 ° ° a SERIES 7000 ALUMINUM SLIDING GLASS DOOR *• �5f SHEET 1 • ° 1 1/4" MIN LARGE MISSILE IMPACT �.�■ *fr ' TAT o F a EMBEDMENT 2 TRACK INSTALLATION DETAILS �� . .' cr= CONCRETE/MASONRY BY OTHERS a ° DRAWN: DWG NO. RE R v �j/ s.' ■ ■ . • • `� AID • � • 3 1/8" MIN 2" MIN sAcARLE 08 s03375 — ��/rS�D�(AL}Ea��� SEPARATION EDGE DISTANCE NTS DATE 12/13/18 7 OF 19 IIIIL VERTICAL CROSS SECTION L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 CONCRETE/MASONRY INSTALLATION 434-688-0609 rllomasgIrlomaspe.com REVISIONS 5/8 MIN. REV DESCRIPTION DATE APPROVED WOOD FRAMING EDGE DISTANCE OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE BACKER ROD 1/4" MAX. & APPROVEDAu SHIM SPACE SEALANT 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW #14 WOOD SCREW #14 WOOD INTERIOR SCREW INTERIOR EXTERIOR WOOD FRAMING LE OR 2X BUCK BY OTHERS EXTERIOR - #14 WOOD SCREW BACKER ROD #14 WOOD SCREW ----- - ----- - ----- & APPROVED JAMB INSTALLATION DETAIL SEALANT SILL TO BE SET WOOD FRAMING OR 2X BUCK INSTALLATION N A BED OF APPROVED SEALANT NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BACKER ROD NOT SHOWN FOR CLARITY. & APPROVED 1/4" MAX. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT —\Ir SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 02/28/2019 1 3/8" MIN AAS���N A�CUV��C�U�A� SYS�� S ;���5 RI�d O�II'f 10, EMBEDMENT 16341 DOMESTIC AVENUE ,EI1FT. MYERS, 9 C � 9s�� WOOD FRAMING OR 2X BUCK SERIES 7000 ALUMINUM SLIDING GLASS DOOR 0 51 *� BY OTHERS LARGE MISSILE IMPACT �ro 5/8" MIN 3 TRACK INSTALLATION DETAILS ��0 w TAT Q ' �� EDGE DISTANCE ��,�•• ��� 0 R lD�;• ��`�= VERTICAL CROSS SECTION DRAWN: DWG No. REV ��i�d'. ` WOOD FRAMING OR 2X BUCK INSTALLATION ARE DATE 08 s03375 — �l rS'���AL}E[,,�t NTS 12/13/18 ET 8 OF 19 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomasglrlomaspe.com REVISIONS 5/8 MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE METAL STRUCTURE BY OTHERS 1 1/4" MAX. SHIM SPACE BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE SEALANT 5/8" MIN. EDGE DISTANCE #14 SMS OR SELF DRILLING #14 SMS OR SCREW SELF DRILLING x = --- --- SCREW #14 SMS OR INTERIOR SELF DRILLING SCREW aw EXTERIOR INTERIOR METAL STRUCTURE BY OTHERS EXTERIOR #14 SMS OR BACKER ROD #14 SMS OR SELF DRILLING & APPROVED JAMB INSTALLATION DETAIL SELF DRILLING SCREW SEALANT SCREW METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BACKER ROD NOT SHOWN FOR CLARITY. & APPROVED 1 MAX. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT SHIM M SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 02/28/2019 FEASTERN ARCHTECTURAL SYSTEMS ,\ \1111111//// 16341 DOMESTIC AVENUE �� \S .R•• L� !f FT. MYERS, FL 33912 �•v•�\0EN-+'12,qcp METAL STRUCTURE SERIES 7000 ALUMINUM SLIDING GLASS DOOR *� �5I *� BY OTHERS LARGE MISSILE IMPACT ro 5/8" MIN 3 TRACK INSTALLATION DETAILS �j0 w TAT OF - 4 EDGE DISTANCE ��,0,•, ��� �� RlD�;• N+- VERTICAL CROSS SECTION DRAWN: DWG No. RE v ��i�d'. ` METAL STRUCTURE INSTALLATION ARE DATE 08 s03375 - !!lIS�nNAL}Ea��� NTS 12/13/18 9 OF 19 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomasglrlomaspe.com 4 1/1 6" MIN 2" MIN. REVISIONS SEPARATION EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY a a a ° BY OTHERS 34 a 1 1/4" MIN. 1/4" MAX. a a d d 1 1/4" MIN. EMBEDMENT SHIM SPACE �a a d EMBEDMENT ° a s a a a v 2 v D . 1 MIN. 1/4" TAPCON OPTIONAL 1 X BUCK EDGE SEE NOTES 3 — 7 DISTANCE a o SHEET 1 1/4" MAX. SHIM SPACE BACKER ROD ° & APPROVED a SEALANT o e 1/4" TAPCON 1/4" TAPCON 4 1/1 6" ° v MIN Da v INTERIOR 0 4 v D v v v D a INTERIOR 1/4" TAPCON 9 v D. EXTERIOR CONCRETE/MASONRY a� a EXTERIOR BY OTHERS ° BACKER ROD & APPROVED OPTIONAL 1 X BUCK SEALANT ------------ ------------ ------------- 1/4" TAPCON SEE NOTE 3 — 7 1/4" TAPCON SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SILL TO BE SET IN A BED OF NOTES: APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BACKER ROD NOT SHOWN FOR CLARITY. & APPROVED 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0212812019 SHIM SPACE OPTIONAL 1X BUCK --T I ill FEASTERN ARCHITECTURAL SYSTEMS ����1tl�d����1I SEE NOTE 3 — 7 16341 DOMESTIC AVENUE ����\S .R�• L�'`J��f/� SHEET 1 FT. MYERS, FL 33912 ��v•��G�N�+ ;9c¢�� CONCRETE/MASONRY a ° a a ° SERIES 7000 ALUMINUM SLIDING GLASS DOOR *• 0 V5f • BY OTHERS . LARGE MISSILE IMPACT d ° a EMBEDMENT 3 TRACK INSTALLATION DETAILS /�. TAT OF .'�� DRAWN: DWG NO. REV %�S-cf�:�R`D�' N A.R. 08-03375 /i/S/01VA1- 3 1/8" MIN 2" MIN SCALE NTS DATE 12/13/18 SHEET 10 OF 19 �0/111111110�, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 CONCRETE/MASONRY INSTALLATION 434-688-0609 rllomasgIrlomaspe.com REVISIONS 5/8" MIN. REV DESCRIPTION DATE APPROVED NG EDGE DISTANCE ]= WOOD 2X DUICK 1 3/8" MIN. 1/4" MAX. BY OTHERS EMBEI DMENT SHIM SPACE I 1 3/8" MIN. EMBEDMENT 5/8" MIN. BACKER ROD 1/4" MAX. EDGE & APPROVED SHIM SPACE DISTANCE SEALANT #14 WOOD #14 WOOD SCREW ____ #14 WOOD SCREW SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. WOD INTERIOR 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE #14 SCREW DESIGNED IN ACCORDANCE WITH ASTM E2112 INTERIOR 1 4 WOOD SCREW __;_ " ==== °__-__=;=== °'_____===== #14 WOOD SCREW EXTERIOR BACKER ROD & APPROVED SILL TO BE SET SEALANT N A BED OF BACKER ROD APPROVED APPROVED SEALANT JAMB INSTALLATION DETAIL & SEALANT 1/4" MAX. WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING SHIM SPACE SIGNED: 0212812019 OR 2X BUCK EASTERN ARCHITECTURAL SYSTEMS BY OTHERS 1 3/8" MIN 16341 DOMESTIC AVENUE \���5 �' Lo ff EMBEDMENT FT. MYERS, FL 33912 ���v�.'\C,EAll�y,'�'9cf��� SERIES 7000 ALUMINUM SLIDING GLASS DOOR 0 yk LARGE MISSILE IMPACT 5/8" MIN LARGE TRACK INSTALLATION DETAILS �p TAq OF EDGE DISTANCE DRAWN: DWG N0. ���'► VERTICAL CROSS SECTION REv .r�. «L p R ID « ��►�� A.R. 08-03375 — /f�'is WOOD FRAMING OR 2X BUCK INSTALLATION SCALE NTS DATE 12�13�1 8 SHEET 1 1 OF 19 ��nMA l-} L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomas@a lrlomaspe.com F L No.: 6251 4 REVISIONS REV DESCRIPTION DATE APPROVED 5/8" MIN. EDGE DISTANCE METAL � 1/4" MAX. STRUCTURE SHIM SPACE BY OTHERS 5/8" MIN. EDGE BACKER ROD 1/4" MAX. DISTANCE & APPROVED SHIM SPACE SEALANT #14 SMS OR SELF DRILLING #14 SMS OR #14 SMS OR SCREW SELF DRILLING SCREW = = SCREW EXTERIOR NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, INTERIOR NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 law INTERIOR #14 SMS OR SELF DRILLING SCREW 1 4 SMS O R -_____;__;; d ______===== #14 SMS OR METAL SELF DRILLING SELF DRILLING STRUCTURE EXTERIOR SCREWA SCREW BY OTHERS BACKER ROD & APPROVED SILL TO BE SET SEALANT N A BED OF BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL & APPROVED METAL STRUCTURE INSTALLATION SEALANT 1/4" MAX. SHIM SPACE SIGNED: 0212812019 METAL FA.R. TERN ARCHITECTURAL SYSTEMS ����~`�titr�i��� STRUCTURE 16341 DOMESTIC AVENUE ���\ F. L�'`J��f/� BY OTHERS FT. MYERS, FL 33912 ��v•��GENsgs�� 7000 ALUMINUM SLIDING GLASS DOOR *� 51 *� LARGE MISSILE IMPACT -' 5/8" MIN 4 TRACK INSTALLATION DETAILS 0 w TAT Q ' �z EDGE DISTANCE ��,�•� ��� DWG N0. REV �, 0 R lD�;• ��`�= MER VERTICAL CROSS SECTION DATE 08 s03375 - ���/snMAl- S UC U S O 12/13/18 12 OF 19 1rIIlLti L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomasgIrlomaspe.com CONCRETE/MASONRY 6 3/32" MIN 2" MIN. REVISIONS BY OTHERS SEPARATION EDGE DISTANCE REV DESCRIPTION DATE APPROVED a d 1 1/4" MIN. EMBEDMENT a a a d a a 1 1/4" MIN. a 1/4" MAX. a 4 EMBEDMENT SHIM SPACE a a 2„ ° MIN. EDGE D STANCE ° v 1/4" TAPCON OPTIONAL 1 X BUCK ° SEE NOTES 3 7 1/4" MAX. ° SHEET 1 SHIM SPACE v v ° BACKER ROD & APPROVED SEALANT a ° 1/4" TAPCON 1/4" TAPCON ----- ----- ----- ----- _____ _____ 6 3/32" ° MIN o SEPARATION ° NOTES: a 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, o a NOT SHOWN FOR CLARITY. ° 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE INTERIOR DESIGNED IN ACCORDANCE WITH ASTM E2112 °a v EXTERIOR INTERIOR a a v ° 1/4" TAPCON o a 1/4" TAPCON 1/4" TAPCON CONCRETE/MASONRY EXTERIOR ° BY OTHERS a BACKER ROD SILL TO BE SET ° & APPROVED BACKER ROD IN A BED OF OPTIONAL 1 X BUCK SEALANT & APPROVED APPROVED SEALANT SEE NOTE 3 — 7 - SEALANT SHEET 1 JAMB INSTALLATION DETAIL 1/4" MAX. CONCRETE/MASONRY INSTALLATION SIGNED: 0212812019 OPTIONAL 1 X BUCK SHIM SPACE (E7 SEE NOTE 3 7 EASTERN ARCHITECTURAL SYSTEMS SHEET 1 16341 DOMESTIC AVENUE �N��\S .R L� •• FT. MYERS, FL 33912 ��v• �GENs�9�,-� SERIES 7000 ALUMINUM SLIDING GLASS DOOR *• 5t *� 1 1/4" MIN LARGE MISSILE IMPACT �.�� • a a a EMBEDMENT 4 TRACK INSTALLATION DETAILS; TAT OF cr_� d a d q a 4 DRAWN: DWG NO. REV � �nn�LJR`D� A.R. 08-03375 /rAL Ea��� 4 21/32" MIN 2" MIN SCALE DATE SHEET //11l1ll l l} O CONCRETE/MASONRY SEPARATION EDGE DISTANCE NTS 12/13/18 13 OF 19 BY OTHERS VERTICAL CROSS SECTION L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 CONCRETE/MASONRY INSTALLATION 434-688-0609 rllomasgIrlomaspe.com 3 MIN REVISIONS EDGE DISTANCE 5/8 MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE CONCRETE/ 1 1/4" MIN. ° °a MASONRY ° a EMBEDMENT a BY OTHERS ° a a a 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE ° p ° OPTIONAL 1 X BUCK o SEE NOTES 3 — 7 SHEET 1 5/ N o 14 SMS OR 1 " X 6" ALUMINUM � EDGE ELF DRILLING TUBING DISTANCE SCREW 1/4" MAX. 3" SHIM SPACE MIN. BACKER ROD EDGE INTERIOR & APPROVED DISTANCE SEALANT n ° 1/4" TAPCON #14 SMS OR SELF DRILLING ° ° o SCREW ° 1/4" TAPCON o p o EXTERIOR INTERIOR CONCRETE/MASONRY ° BY OTHERS °° AV J1 EXTERIOR ------------ -- #14 SMS OR ° BACKER ROD SELF DRILLING OPTIONAL 1 X BUCK ° & APPROVED 1/4" TAPCON SCREW SEE NOTES 3 7 ° SEALANT SHEET 1 1 " X 6" ALUMINUM SILL TO BE SET TUBING BACKER ROD IN A BED OF & APPROVED APPROVED SEALANT JAMB INSTALLATION DETAIL SEALANT CONCRETE/MASONRY INSTALLATION 1/4" MAX. OPTIONAL SHIM SPACE NOTES: 1 " X 6" ALUMINUM 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, TUBING NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1 X BUCK DESIGNED IN ACCORDANCE WITH ASTM E2112 SEE NOTE 3 - 7 SIGNED: 0212812019 SHEET 1 EASTERN ARCHITECTURAL SYSTEMS ;���5 Rt�j o����r_ °� 1 6341 DOMESTIC AVENUE \r EN''�:9dz 1 1/4" MIN FT. MYERS, FL 3392 a EMBEDMENT CONCRETE/ SERIES 7000 ALUMINUM SLIDING GLASS DOOR *• 5t *� MASONRY ° ° ° LARGE MISSILE IMPACT BY OTHERS ° ° 2 TRACK BUILD OUT INSTALLATION DETAILS �A . TAT OF .' cr= 5/8„ MIN. ��,fi•t p �, • �s 4r� EDGE DRAWN: DWG NO. REV �,' L�R`D 3" MIN DISTANCE sA.R. DATE 08 s03375 - !!!j5'�nMAL EDGE DISTANCE NTS 12/13/18 14 OF 19 }Ea��� VERTICAL CROSS SECTION L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 CONCRETE/MASONRY INSTALLATION 434-688-0609 rllomasgIrlomaspe.com 2" MIN. 3" MIN. 2" MIN. REVISIONS EDGE DISTANCE SEPARATION EDGE DISTANCE REV DESCRIPTION DATE APPROVED 5/8" MIN, 1 1/4" MIN. EDGE EMBEDMENT DISTANCE CONCRETE/ a° d MASONRY ° a° °d a a ° ° 2" a 1/4" MAX. BY OTHERS ° a a d 1 1/4" MIN. MIN. a ° SHIM SPACE d ° EMBEDMENT EDGE ° ° v 4 ° DISTANCE D 5/8" MIN. EDGE a ° OPTIONAL 1 X BUCK DISTANCE SEE NOTES 3 — 7 SHEET 1 + � a a 1 " X 8" ALUMINUM 1/4" MAX. D a #14 SMS OR TUBING SHIM SPACE D SELF DRILLING 1/4" TAPCON a SCREW v BACKER ROD 1/4" TAPCON 3„ ° & APPROVED MIN. INTERIOR SEALANT #14 SMS OR SEPARATION ° Da 1/4" TAPCON SELF DRILLING ® . SCREW a ----- ----- ------------- ------------- #14 SMS OR CONCRETE/MASONRY ° SELF DRILLING BY OTHERS SCREW D EXTERIOR INTERIOR v 14 SMS OR #14 SMS OR a SELF DRILLING 2 ° SELF DRILLING =____ ___-_ ___________- _____= SCREW MIN. SCREW SEPARATION EXTERIOR D BACKER ROD —7 1/4" TAPCON q 1/4" TAPCON & APPROVEDSEALANT a D SILL TO BE SET OPTIONAL IX BUCK BACKER ROD IN A BED OF SEE NOTE 3 — 7 a 1 " X 8" ALUMINUM & APPROVED APPROVED SEALANT SHEET 1 TUBING SEALANT JAMB INSTALLATION DETAIL OPTIONAL 1/4" MAX. NOTES: CONCRETE/MASONRY INSTALLATION 1 " X 8" ALUMINUM SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, TUBING NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1 X BUCK DESIGNED INACCORDANCE WITH ASTM E2112 SIGNED: 0212812019 SEE NOTE 3 7 ,1 lIllw� SHEET 1 EASTERN 6341R DOMESTIC AVENUE SYSTEMS 5 `R.. L���lf��- FT. MYERS, FL 33912 �.,•��GE�S'�;9cP CONCRETE/ a ° MASONRY ° d a 1 1/4" MIN 7000 ALUMINUM SLIDING GLASS DOOR *� �5f *= a d LARGE MISSILE IMPACT BY OTHERS ° a �� d ° ° ° ° a EMBEDMENT CK BUILD OUT INSTALLATION DETAILS. Tad OF .'�� ------------------ ° ° d DWG NO. REV ��S OR10t ��.`,� 2" MIN. 3" MIN. 5/8DGEIN 08-03375 — z!!lsS�nNAL EDGE DISTANCE SEPARATION DISTANCE DATE 12�13�18 sHEET 15 OF 19 ���lIIIlLti11� 2" MIN TO LOM VERTICAL CROSS SECTION L.ROBER AS P.E. EDGE DISTANCE 1432WOODFORDRTOLOMVILLE,NC27023 Luis R. Lomas P.E. CONCRETE/MASONRY INSTALLATION 434-688-0609 rllomasga lrlomaspe.com F L No.: 62514 REVISIONS 2" MIN. 3" MIN. 2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE SEPARATION EDGE DISTANCE /8" MI 1 1/4" MIN. EDGE EMBEDMENT DISTANC + 1/4" MAX. CONCRETE/ a a a d SHIM SPACE MASONRY d as d a 2 0 BY OTHERS a as d d a a ° MIN. 1 1/4" MIN. EDGE a v EMBEDMENT DISTANCE ° - 5/8" MIN. EDGE a °° 1/4" MAX. DISTANCE a SHIM SPACE OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 A v ° 1" X 10" ALUMINUM TUBING ° a 14 SMS OR #14 SMS OR 1/4" TAPCON a o SELF DRILLING BACKER ROD SELF DRILLING SCREW & APPROVED SCREW ° ° SEALANT 3 1/4" TAPCON MIN. v 0 1 4 SMS OR a _____ ®_ ____°°° SEPARATION ° # __ __ ________ __ NOTES: ___-----____° SELF DRILLING __ __ 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, INTERIOR SCREW ° NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EXTERIOR INTERIOR ° #1 4 SMS OR SELF DRILLING °°____°°°== -- °°°° -- ____ #1 4 SMS OR CONCRETE/ SCREW SELF DRILLING MASONRY SCREW BY OTHERS o a 1/4" TAPCON 1/4" TAPCON 2" b BACKER ROD MIN. EXTERIOR & APPROVED SILL TO BE SET EDGE ° BACKER ROD SEALANT IN A BED OF DISTANCE a & APPROVED v APPROVED SEALANT ° SEALANT ° OPTIONAL 1/4" MAX. OPTIONAL 1 X BUCK 1 " X 10" ALUMINUM I " X 10" ALUMINUM SHIM SPACE SEE NOTE 3 — 7 TUBING TUBING SHEET 1 JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRY INSTALLATION SIGNED: 0212812019 SEE NOTE 3 7 SHEET 1 EASTERN ARCHITECTURAL SYSTEMS ,����� R,. LDI�i�r 16341 DOMESTIC AVENUE ��~ �5 ' ' • ENs FT. MYERS, FL 33912 CONCRETE/ a a 1 1/4" MIN SS DOOR nd d EMBEDMENT SERIES 7000 ALUMINUM SLIDING GLA MASONRY a a d d a LARGE MISSILE IMPACT BY OTHERS ° a d d ° d d a a a TArE OF 4 TRACK BUILD OUT INSTALLATION DETAILS �� • O411Q a d d d Q 43 DRAWN: DWG NO. REV 0�1 �+'��� 2" MIN. 3 MIN. MIN' A R. 08-03375 — /�S�UNAL1 ��� EDGE DISTANCE SEPARATION EDGE SCALE NTS DATE I12�1 3/1 8 SHEET 1 6 OF 19 II l DISTANCE L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. VERTICAL CROSS SECTION 2" MIN 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 CONCRETE/MASONRYINSTALLATION EDGE DISTANCE 434-688-0609 rllomas@Irlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 1 3/8" MIN. 1/4" MAX. EMBEDMENT 1/4" MAX. METAL STRUCTURE SHIM SPACE SHIM SPACE BY OTHERS WOOD FRAMING OR 2X BUCK BY OTHERS #14 WOOD #14 SMS OR SCREW SELF DRILLING SCREW 5/8" MIN. 5/8" MIN. EDGE DISTANCE EDGE DISTANCE INTERIOR T INTERIOR EXTERIOR EXTERIOR HOOK INSTALLATION DETAIL HOOK INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1 " 7/1 6" 3/16" ANN 3/16" ANN 090" PVB BY EASTMAN EXTERIOR .090" PVB BY EASTMAN 3/16" TEMP 3/16" ANN 3/16" ANN EXTERIOR INTERIOR ALUMINUM491TE RIOR NOTES: GLAZING BEAD 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SUPER SPACER WEATHER STRIPPING 58401WEATHER STRIPPING NOT SHOWN FOR CLARITY. BY DU RASEAL 30066 30066 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED/N ACCORDANCE WITH ASTM E2112 POLYMER STRUCTURALPOLYMER STRUCTURAL SIGNED: 02/28/2019 3/4" BITE ADHESIVE 3/ ADHESIVE �llll01� SIKAFLFX-552SIKAFLEX-552 FA.R. TERN ARCUV�ECTURAL SYSTEMS \\\�5 R �DI���j 16341 DOMESTIC AVENUE .���\• . • • � SETTING BLOCK SETTING BLOCK FT. MYERS, FL 33912 v•■ \GENS •�cP GLAZING DETAIL A 2NB-8K-0062-008-01 6 GLAZING DETAIL B 2NB-8K-0062-008-016 L , NSB 85 DUROMETER NSB 85 DUROMETER 7000 ALUMINUM SLIDING GLASS DOOR *' �Z0171W." BY FRANK LOWE BY FRANK LOWE LARGE MISSILE IMPACT HOOK INSTALLATION DETAILSQ, TAT �� DWG NO. REV ��fi ��❑�,lD� \C�� DATE 08s03375 1 2/1 3/18 17 OF 19 1f II lLl L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomasoa Irlomaspe.com F L No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 5 3/8" 5 3/8" 5 7/32" � 5 7/32" 16 1 1 15 "5/8" � / LIL 27/32" Aw� A FRAME HEAD 2TRACK FRAME JAMB 2TRACK FRAME SILL 2TRACK ALUM SILL INSERT 2TRACK INUM 6063-T6 BY SAPA(57339) ALUMINUM 6063-T6 BY SAPA (57336) ALUMINUM 6063 T6 BY SAPA 3291 ( ) ALUMINUM 6063-T6 BY SAPA (3288) 7 13/32" 7 13/32"7 1/4" 1 5/8" 1 1 5/1 6" LLL-H- E� : FRAME 1 � 1F� � „ HEAD 3TRACK FRAME JAMB 3TRACK FRAME SILL 3TRACK ALUMINUM 6063-T6 BY SAPA (57339) ALUMINUM 6063-T6 BY SAPA(57336) AL UMINUM 6063-T6 BY SAPA(3291) 9 7/1 6" t 1 1 9/32" FF7 1/4" 1 5/8" 27/t 3 5/32" FRAME HEAD 4TRACK SILL INSERT 3TRACK ALUMINUM 6063 T6 BY SAPA (57339) ALUMINUM 6063-T6 BY SAPA (3288) 3 3/4" 9 9/32" HIT � 9 9/32" PANEL STILE L� - _U M 1 " 2 7/3 2" AL UMINUM 6063-T6 BY SAPA (57276) PANEL TOP& BOTTOM FRAME JAMB 4TRACK SILL INSERT 4TRACK RAIL ALUMINUM 6063-T6 BY SAPA(57336) ALUMINUM 6063-T6 BY SAPA(3288) ALUMINUM 6063-T6 BY SAPA (57275) 9 7/16" �2 5/32" SIGNED: 0212812019 EASTERN ARCHITECTURAL SYSTEMS ,\Oklillill// 16341 DOMESTIC AVENUE \ •R.. L 0�,,f/�� 1 15/16" 1 13/16" FT. MYERS, FL 33912 .��,�'�•ti.�G��s `9`�'-� SERIES 7000 ALUMINUM SLIDING GLASS DOOR�LJJL— *« p LARGE MISSILE IMPACT = , COMPONENTS FRAME SILL 4TRACK TAT OF PANEL INTELOCKADAPTER ALUMINUM6063-T68YSAPA (3291) ALUMINUM6063-T68YSAPA (57277) DRAWN: DWG NO. REV r��•;�(OR1DP« ��� A.R. 08-03375 — �/ �'S�' ' • ' lop SCALE NTS DATE 12/13/18 SHEET18 OF 19 fl��r 01VA�.} L.ROBER TO L OMA S P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomaspa lrlomaspe.com FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 4 29/32" 1 1/8" 1 1/8" 3 3/16" 3 1 1/32" 2 7/16" 2 1/32" In SCREEN LOCK STILE INTERLOCK SCREEN STILE OXXO BUTT STILE OXO BUTT STILE ALUMINUM 6063-T6 BYSAPA (GAH-49298) ALUMINUM 6063-T6 BY SAPA (GAH-49197) ALUMINUM 6063-T6 BY SAPA (57274) ALUMINUM 6063-T6 BY SAPA (57314) 6" 3 5/16"� 4 1 9/32" BUILD OUT FRAME 2 TRACK ALUMINUM 6063-T5(.125 THICK) 15/1 6" 1 5/16" 7/8" 8" REINFORCEMENT BAR REINFORCEMENT BAR OXXO BUTT STILE OXO BUTT STILE 1 ALUMINUM 6063-T6 BYSAPA (57282) ALUMINUM 6063-T6 BYSAPA (57316) BUILD OUT FRAME 3 TRACK ALUMINUM 6063-T5(125"THICK) 27/32" 23/32" 9 31/32" 15/16" 7/16 29/3 GLAZING BEAD ANCHOR COVER BUILD OUT FRAME 4 TRACK ALUMINUM 6063-T6 BYSAPA (57278) ALUMINUM 6063-T6 BYSAPA (57398) ALUMINUM 6063-T5(.125"THICK) SIGNED: 0212812019 FR. TERN ARCHITECTURAL SYSTEMS �����~` lIl?///// 16341 DOMESTIC AVENUE R•• L�'`J�f/� FT. MYERS, FL 33912 �•v•��G�N�+ q�s�� 7000 ALUMINUM SLIDING GLASS DOOR *4- TAT 5t *� LARGE MISSILE IMPACT COMPONENTS 0 OF �� � nq 4r DWG NO. REV ����d' DATE 08s03375 — �� Sn�(0 AL 12/13/18 19 OF 19 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomasglrlomaspe.com