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BCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff BCIS Site Map I Unks I Search I i �'� Product Approval USER: Public User dbor Product Approval Menu > Product or Application Search > ADDlication US t > Application Detail FL # FL12979-115 Application Type Revision Code Version 2014 Application Status Approved Comments Archived El Product Manufacturer Windoor Incorporated Address/Phone/Email 7500 Amsterdam Dr. Orlando, FL 32832 (407) 481-8400 fhlggins@windoorinc.com Authorized Signature Fred Higgins fhiggins@windoorinc.com Technical Representative Douglas McDougall Address/Phone/Email 7500 Amsterdam Dr. Orlando, FL 32832 (407)481-8400 dmcdougall@windoorinc.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies RF61Fj11" Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,7t Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/01/2023 Validated By Steven M. Urich, PE Z Validation Checklist - Hardcopy Received Certificate of Independence FL12979 R5 COI FLCOI.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2005 ASTM E1886 2005 ASTM E1996 2002 TAS 201 0 � 1994 TAS 202 +� �,.�' 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://vwvw.floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgv4i95T°/p2bUQFrJmIL2XyIM05Ln3iKQD5008aJludp/o2fjj4%2bZw%3d%3d 1/3 J, 8/11/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 03/06/2017 03/12/2017 03/17/2017 06/13/2017 FL # Model, Number or Name Description 12979.1 8100 SERIES 8100 SERIES ALUMINUM.90D CORNER SGD W AND W/OUT REINFORCEMENT NON -IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL12979 R5 II 08-00825B.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL12979 R5 AE 511367B.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 12979.2 8100 SERIES 8100 SERIES ALUMINUM 135D CORNER SGD W AND W/OUT REINFORCEMENT NON -IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL12979 R5 II 08-00826B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL12979 R5 AE 511368B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 12979.3 8100 SERIES 8100 SERIES REINFORCED ALUMINUM SGD 90DEGREE, 135 DEGREE AND BYPASS LMI Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL12979 R5 II 08-01167B .odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL12979 R5 AE 511738B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 12979.4 8100 SERIES 8100 SERIES NON REINFORCED ALUMINUM SGD 90DEGREE, 135 DEGREE AND BYPASS LMI Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12979 R5 II 08-01168B .Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL12979 R5 AE 511739B.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 12979.5 8100 SERIES 8100 SERIES REINFORCED ALUMINUM SGD 90DEGREE, 135DEGREE CORNER AND BYPASS NON -IMPACT, 12' PANEL. Limits of Use Installation Instructions Approved for use In HVHZ: No FL12979 R5 II 08-01259A .pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL12979 R5 AE 511861A.odf PRESSURE RATINGS 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 hftp://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgv4i95f/g2bUQFrJmIL2XyIM05Ln3iKQD50OBaJludg/`2rjj4`/o2bZw`/o3dp/`3d 213 �C 8/11/2017 Florida Building Code Online 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 mall 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 emaiis provided may be used for official communication with the licensee. Howeveremail 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 cllck here . Product Approval Accepts: "M ME ® go IM Credit Card Safe http:l/w m.floddabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgv4i95T°/a2bUQFrJmlL2XyIM05Ln3iKQD5008aJlud%2rjj4%2bZw%3d%3d 3/3 RECEIVEzua� D OU 1 `? 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) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X 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 AND PANEL MATERIAL: EXTRUDED ALUMINUM 6063—T5/T6. 6) UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET 6 FOR GLAZING OPTIONS. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8) MAXIMUM D.L.O. SIZE 4'0 x 12'0 PANEL: 40 1/4" x 132 5/8" (STD. BOTTOM RAIL) OR 129 3/32" (TALL BOTTOM RAIL). 9) MAXIMUM D.L.O. SIZE 5'0 x 10'0 PANEL: 52 1/4" x 109 3/16" (STD. BOTTOM RAIL) OR 105 3/32" (TALL BOTTOM RAIL). PANEL CONSTRUCTION: ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063—T6 ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH (3) #10 x 1 1/4" SQ. DRIVE SCREW AT EACH END. ALL PANELS HAVE AN INTERIOR AND EXTERIOR APPLIED GLAZING STOP. FRAME CONSTRUCTION: EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH #7 TYPE A SS SCREW, (2) AT EACH CORNER ON 2 TRACK, (2) AT 3 TRACK FRAME, (3) AT EACH CORNER ON 4 TRACK FRAME AND (3) AT EACH CORNER ON 5 TRACK FRAME. REVISIONS REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 10/31/11 R.L. B ADDED 5 TRACK 02/16/17 R.L. ANCHORING NOTES: 1) 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". 2) FOR ANCHORING INTO MASONRY USE 1/4" ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE S ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 'I 3) FOR ANCHORING INTO WOOD FRAMING, USE #14 WOOD SCREW WITH r4ti,t SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ANCHORING 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.4 5) ALL FASTENERS TO BE CORROSION RESISTANT. R' 6) 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 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM TABLE OF CONTENTS SIGNED: 0310812017 SHEET NO. DESCRIPTION 7500AMSTERDAMDRIVE WiriDOOr ORLANDO,FL32832 INCORPORATED rn�c:am.ael.sao0 Posdm481.050s www.windoorinccom .. `��J� E �9 /ice ` �••�\C IVS+�.•� =*• 0 6 *_ o=� A�� ? a% ORtap G\ts\`� / C ///7S' ....1� \\�\ 1 NOTES 2 — 3 ELEVATION 4 — 6 PLAN VIEW 8100 SERIES REINFORCED ALUMINUM SGD CORNER AND BYPASS (4'Ox12'0 & 5'Ox10'O PANELS) — LMI NOTES 7 DESIGN PRESSURE CHARTS AND GLAZING OPTIONS 8 — 9 ANCHORING LAYOUT DRAWN: DWG N0. 08 67 REV B 10 CLUSTER AND ANCHOR LOCATION DETAILS 11 — 14 INSTALLATION DETAILS STJH CALE DATE 50 NTS 02/15/11 1 OF 16 15 LOCKING HARDWARE LAYOUT L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEMSVILLE, NC27023 434-686-0609 A/omas@Irfamaspe.cam Luis R. Lomas P.E. FL No.: 62514 16 COMPONENTS FOR REFERENCE WIDTH DIMENSION SEE PLAN VIEWS SHEETS 3, 4 AND 5 51 3/ MAX. PANEL WIDTH 90' CORNER OR 135' CORNER SEE PLAN VIEW SHEETS 3 AND 4 REINF. 1 y « 142 1/16" X i X MAX. PANEL HEIGHT I I I I I I I 144" MAX. I I O.A. FRAME HEIGHT I I I 1 I I I I I I I I I I ' / REINF. REINF. r REINF. I * y y x ii X it II II II II II II II II i X I I I I I I I I I X I I I I I I I I I i X I I I I I I I I I // II II II II II II II I I I 1 I I I I 1 I 1 I I I I I I I 1 I I I I I I I I I I I POCKET WALL UNDER SEPARATE APPROVAL. TC BE REVIEWED BY AHJ. 6" TO WEEP SLOT 8100 SERIES REINFORCED ALUMINUM SGD CORNER AND BYPASS 4'OX12'0 PANEL WEEP SLOT 1" x .1875" EXTERIOR VIEW TYP. LOCATED AT ALL SEVEN PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, 90° OR 135° VERTICAL MEMBER CORNER AND BYPASS ON2,3,4 OR5TRACKFRAME, WITH OR WITHOUT POCKETS, ARE APPROVED CENTER LINES AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USES VERTICAL CONDITIONS AS SHOWN. DESIGN PRESSURE RATING IMPACT RATING t70PSF LARGE MISSILE IMPACT FOR ADDITIONAL SIZES SEE SHEET 7 REVISIONS DESCRIPTION DATE APPROVED REVISED GLAZING DETAILS 10/31/11 R.L. ADDED 5 TRACK 02/16/17 1 R.L. SIGNED: 0310812017 WinDoor 75000ANDOFD AM 83D2�E O 4 INCORPORATED Pu4m.4al.osos M .windoorinc.com ` ��•�\CiENs 0y2 61 Tt= 8100 SERIES REINFORCED ALUMINUM SGD CORNER AND BYPASS (4'Oxl2'0 & 5'Ox10'O PANELS) — LMI — ELEVATION TATE OF •tv� •0RI�P•�'�'�� sslol`IIAll1aG\\�\ DRAWN: DWG 110, REV TJH 08 011 B Luis R. Lomas P.E. TALE NTS DATE 02/15/11 SHEET 27 OF 16 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 hlomasCX`lomaspe.com FL No.: 62514 118 1/16" MAX. PANEL 120" MAX. HEIGHT O.A. FRAME HEIGHT 6" TO WEEP SLOT WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL MEMBER CENTER LINES FOR REFERENCE WIDTH DIMENSION SEE PLAN VIEWS SHEETS 3, 4 AND 5 63 3/4" MAX. 90' CORNER OR I PANEL WIDTH 135' CORNER SEE PLAN VIEW SHEETS 3 AND 4 REINF. REINF. II REINF. i REINF. « 4i y i y i �► i y X ii X I II II II II X I I I I I I i X I I I I I I i X I I I I I I II II i II I I I I I I I I I I I I I I I 8100 SERIES REINFORCED ALUMINUM SGD CORNER AND BYPASS 5'0x10'0 PANEL EXTERIOR VIEW SEVEN PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, 90° OR 135° CORNER AND BYPASS ON 2, 3, 4 OR 5 TRACK FRAME, WITH OR WITHOUT POCKETS, ARE APPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USES VERTICAL CONDITIONS AS SHOWN. DESIGN PRESSURE RATING IMPACT RATING t80PSF LARGE MISSILE IMPACT FOR ADDITIONAL SIZES SEE SHEET 7 REVISIONS DESCRIPTION DATE APPROVED REVISED GLAZING DETAILS 10/31/11 R.L. ADDED 5 TRACK 02/16/17 1 R.L. POCKET WALL UNDER SEPARATE APPROVAL. TO BE REVIEWED BY AHJ. 7500 AMSTERDAM DRIVE Wi D OOr ORLANDO, FL 32832 INCORPORATED Phonc407681-RW F-407A81.M S www.windoorine.com 8100 SERIES REINFORCED ALUMINUM SGD CORNER AND BYPASS (4'Oxl2'0 & 5'Ox10'O PANELS) — LMI ELEVATION DRAWN: DWG NO. REV TJH 08-01167 B SCALE NTS I DATE 02/15/11 1 SHEETS OF 16 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 dibmas@Irlomaspe.com SIGNED: 0310812017 �vJ\S�CENS�9�� F. y�,,.61281 •��_ '+fllllllll"' Luis R. Lomas P.E. FL No.: 62514 SIGNATURE HANDLE SET SIGNATURE DUMMY DUAL POINT MORTISE HANDLE SET LOCK AND KEEPER SIGNATURE HANDLE SET DUAL POINT MORTISE LOCK AND KEEPER REFERENCE WIDTH 146 15/16" (4'Ox12'0 PANELS) 183 7/8" (5'Ox10'O PANELS) REVISIONS REV I DESCRIPTION DATE APPROVED A I REVISED GLAZING DETAILS 10/31/11 R.L. B JADDED 5 TRACK 02/16/17 R.L. HARDWARE SCHEDULE A. LOCKING LINKAGE (CORNER) #896624 BY SIEGENIA B. LOCK OPERATING GEAR (CORNER) # 715449 BY SIEGENIA C. KEEPERS (CORNER) 811-1-01 BY SELJAN D. DUAL POINT MORTISE LOCK & KEEPER #2468 E. SIGNATURE DUMMY HANDLE SET F. SIGNATURE HANDLE SET #7500 A04 G. TANDEM ROLLER #1988-9000 a REFERENCE WIDTH 186 15/16" (4'Oxl2'0 PANELS) 234 7/8" (5'Ox10'0 PANELS) INTERIOR EXTERIOR r � 90,1, ` SIGNATURE DUMMY CORNER / HANDLE SET 8100 SERIES REINFORCED ALUMINUM SGD 90° CORNER 2TRACK LAYOUT SHOWN, 37RACK, 4TRACKAND 57RACK FRAME ALSO APPROVED SIEGENIA MULTI POINT LOCKING HARDWARE AND SELJAN KEEPERS W 7500 AMSTERDAM DRIVE 1 oor ORLANDO, FL 32832 INCORPORATED F=a ASASIIDM www.windoorinc=m 8100 SERIES REINFORCED ALUMINUM SGD CORNER AND BYPASS (4'Ox12'0 & 5'Ox1D'O PANELS) — LMI SIGNATURE HANDLE SET 90• CORNER PLAN VIEW DRAWN: DWG NO. REV TJH 08-01167 B SCALE NT$ JDATE 02/15/11 1 SHEET 4 OF 16 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NG 27023 434-688-0609 rl/omas@)lrlomaspe.com SIGNED: 0310812017 !,N\ll�l l IC o777/. �,•��CENSF:9iP *• OAR •• TAT �E OF ;Wzz '�'c�c`' ��ORIDP• �i'�J Luis R. Lomas P.E. FL No.: 62514 SIGNATURE DUMMY HANDLE SET SIGNATURE HANDLE SET DUAL POINT. MORTISE LOCK AND KEEPER SIEGENIA MULTI POINT LOCKING HARDWARE AND SELJAN KEEPERS REFERENCE WIDTH 146 15/16" (4'Oxl2'0 PANELS) 183 7/8" (5'Ox10'O PANELS) 135- CORNER REVISIONS REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 10/31/11 R.L. B ADDED 5 TRACK 02/16/17 R.L. REFERENCE WIDTH 186 3/4" (4'Oxl2'0 PANELS) SIGNATURE 234 15/16" (5'Ox10'O PANELS) NATURE SET / 8100 SERIES REINFORCED ALUMINUM SGD 135° CORNER 4TRACK LAYOUT SHOWN, 2TRACK, 3TRACK AND 5TRACK FRAME ALSO APPROVED SIGNED: 0310812017 WinDoor 7500 ORLAND'OO,,FL32832DAM DRIVE c,%11IICO INCORPORATED�� Ys 4MA81ASCS www.windoouncwm J �E 9 1 v•��C Af q �L i 8100 SERIES REINFORCED ALUMINUM SGD CORNER _ *.•0y� 51/� AND BYPASS (4'Oxl2'0 & 5'Ox10'O PANELS) — LMI � =,o 135' CORNER PLAN VIEW =10 , TATE OF DRAWN: DWO NO. REV %�'`,c��:°� ORIOP �\ TJH 08 scaLE NTS DATE 02/15/11 SOET57 OF 16 ///0NAy` � L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWIS VILLE, NO 27023 434-688-0609 dI0mas@lrlomwpe.wm I FL No.: 62514 SIGNATURE HANDLE SET DUAL POINT MORTISE LOCK AND KEEPER REFERENCE WIDTH 286 1/2" (4'Oxl2'0 PANELS) — 358 1/2" (5'Ox10'O PANELS) SIGNATURE DUMMY HANDLE SET INTERIOR EXTERIOR 8100 SERIES REINFORCED ALUMINUM SGD BYPASS 2TRACKLAYOUT SHOWN, 3TRACK, 4TRACKAND 5TRACKALSO APPROVED REVISIONS REV I DESCRIPTION DATE APPROVED A I REVISED GLAZING DETAILS 10/31/11 R.L. B JADDED 5 TRACK 1 02/16/17 1R.L. SET DUAL POINT MORTISE LOCK AND KEEPER SIGNED: 0310812017 E WiriDOOr ¢ I Lr0 ORLANDO,FL 32832 \\\`\` J INCORPORATED PA—i0l.H�& F-4MA810505 www.windoodnc.wm - �� EN ` �••�\Ci S�9S 8100 SERIES REINFORCED ALUMINUM SGD CORNER*• 0,,6/25v AND BYPASS (4'Ox12'0 & 5'Ox10'O PANELS) — LMI `k= BYPASS PLAN VIEW ; • TAT OF ty DRAWN: DWG N0. REV i�0'O� 0R11 TJH08 B ssjONAL1�G`�� SCALE NTS DATE 02/15/11 SOET67 OF 16 L ROBERTO LOMAS P.E 1432 WOODFORD RD LEWISVILLE, NC27023 Luis R. Lomas P.E. FL No.: 62514 434-666-0609 rllomas@lrlomaspe.com Maximum design pressure capacity chart (PSF) R10a S-1-Reinforced Aluminnm Son rnrnw noel Rwa cc with 13/4' RI- Fbninel Single Panel VAlth On) Height 24.0 30.0 - 36.0 42.0 1 46.0 " - " 540" 60.0 ' (m) Pas Nag Pas Neg Pas Neg Pas Neg Pas Neg Pas Neg Pas Neg 80.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 120.0 84.0 45.0 1200. 45.0 1200. 45.0 1200. 45.0 1200. 45.0 120.0 45.0 120.0 45.0 120.0 96.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 115.9 45.0 109.1 98.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 112.7 45.0 105.9 108.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 118.2 45.0 107.1 45.0 98.8 45.0 92.3 114.0 45.0 120.0 45.0 120.0 45.0 120.0 45.0 110.6 45.0 100.0 45.0 92.0 45.0 85.7 120.0 45.0 120.0 45.0 120.0 45,0 117.6 45.0 103.9 45.0 93.8 45.0 86.0 45.0 80.0 45.0 120.0 45.0 120.0 45.0 107.4 45.0 132 45.D 82.7 45.0 75.4 7320 45.0 120.0 45.0 110.8 45.0 982 45.0 .5 45.0 77.8 45.0 71.1 138:0 45.0 120.0 45.0 105.0 45.0 93.3 45.0 82.1 45.0 73.7 ' 144.0 1 45.0 1 105.8 1 45.0 1 10421 45.0 1 88.9 1 45.0 1 78.0 1 45.0 1 70.0 Maximum design pressure capacity chart (PSF) 8100 Series Relnforeed Aluminnm SGD Corner and Rwass w/fh 21/4' Riser N ninal Single Panel Ndth(in) Height 24.0 30.0 - 36.0 . - 42.0 .46.0 .. 54.0 1 60.0 (In) Pas I Neg Pas Neg Pas Nag Pas Neg Pas I Neg Pas Neg Pas Neg 80.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 120,0 60.0 120.0 84.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 120.0 95.0."- 60.0 120.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 115.9 60.0 109.1 '98.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 112.7 60.0 105.9 108.0 60.0 120.0 60,1 1200. 60,1 1200. 60.0 118.2 60.0 107.1 60.0 98.8 60.0 92.3 114.0 60.0 120.0 60.0 120.0 60.0 120.0 60.0 110.6 60.0 100.0 60.0 92.0 60.0 85.7 120.0. 60.0 120.0 60.0 120.0 60.0 117.6 60.0 103.9 60.0 93.8 60.0 86.0 60.0 80.0 126.0 6D.0 120.0 60.0 120.0 60.0 107A 60.0 83.2 60.0 82.7 60.0 75.4 ' 132.0 '0.0 120.0 60.0 110.8 60.0 982 60.0 85.5 60.0 77.8 60.0 71.1 f38.0 60.0 120.0 611.0 105.0 60.0 93.3 60.0 82.1 60.0 73,7 Y44.0 60.0 1053 1 60.0 1 10421 60.0 1 88.9 1 60.0 1 78.0 1 60.0 1 70.0 Maximum design pressure capacity chart (PSF) A1aa Ca./nc Rain/n•nu/ G/nm/n..m - 1-- e..d R. .-- -101- Nbninal Single Panel Width (in) Height >' 24.0 , :. - 1 30.0 '36.0 .- -..--_42.0. , 48.0 _".: 540 -'60.0 (in) Pas Neg Pas Neg Pas Neg Pas Neg Pas Neg Pas Nag Pas Neg 80.0 8D.0 120.0 80.0 120.0 90.0 120.0 80.0 120.0 BO.0 120.0 80.0 120.0 80.0 120.0 840 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 96.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 115.9 80.0 109.1 98.0 80.0 120.0 80.0 120.0 9o.0 120.0 80.0 120.0 00.0 120.0 80.0 112.7 80.0 105.9 .108.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 118.2 80.0 107.1 80.0 98.8 80.0 92.3 114.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 110.E 80.0 100.0 80.0 92.0 80.0 85.7 -120.0 80.0 120.0 80.0 120.0 80.0 117.6 80.0 103.9 80.0 93.0 8D.0 86.0 80.0 00.0 126.0 8D.0 1 120.0 1 80.0 1 120.0 80.0 107.4 80.0 932 80.0 82.7 75.4 75.4 132.0 80.0 1120,0 I80.0 110.8 80,0 98.2 80,0 86s 77.8 77.8 71.1 71.1 136.0 BD.O 120.0 80.0 105.0 60.0 83.3 80.0 82.1 73.7 73.7 144.0. 8D.0 105.8 80.0 1042 80.0 88.B 78.0 78.0 70.0 70.0 Maximum design pressure capacity chart (PSF) alaa R"rlae Rnlnln •""e1 Efn.n/m..n Srn Cmnac end aura m W /h ] 1/l' w- NaMnel Single Panel Width (in) Height .24.0- .'30.0 _ 36.0 - ... - 42.0. 48.0 .._ . 54.0 60.0 " (in) Pas Nag Pas Neg Pas Nag Pas Neg Pas Neg Pas Neg Pas Neg 80.0. 100.0 120.0 100.0 120,0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 840 100.0 1200. 100.0 12D.0 100.0 1200. 110.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 96.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 115.9 100.0 109.1 98.0,, 100.0 1200. 11100 120.0 110.0 1200. 110,0 1200. 100.0 120.0 100.0 112.7 100.0 105.9 108.0 " 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1182 IDO.0 107.1 98.8 98.8 92.3 92.3 114.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 110.6 100.0 100.0 92.0 92.0 85.7 85.7 120.0 100.0 120.0 100.0 120.0 100.0 117.6 100.0 103.9 93.8 93.8 86.0 86.0 80.0 80.0 126.0 1 100.0 1 120.0 100.0 120.0 100.0 107.4 83.2 93.2 82.7 82.7 75.4 75.4 - f32.0 100.0 120,0 100.0 170.8 98.2 88.2 86.5 86.5 77.8 77.8 71.1 71.1 138.0 100.0 120.0 100.0 105.0 93.3 93.3 82.1 82.1 73.7 73.7 144.0 1D0.0 105.8 1 100.0 1 1042 1 88.9 1 88.9 1 78.0 1 78.0 1 70.0 1 70.0 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 10/31/11 R.L. B ADDED 5 TRACK 02/16/17 R.L. Maximum design pressure capacity chart R1nn Se./ea Reinfn.ead a/eeen/..eee.. ann rn...a, and A.- WIth a ue• DI., Single Panel Wdth (in) Height 24.0 30.0 36.0 " 42.0 , 1 48.0 54.0 60.0 on) Pas Neg Pas Nag Pas Neg Pas Meg Pas Neg Pas Neg Pas Neg 00.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 64.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 96.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.9 115.9 109.1 709.1 98.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.7 112.7 105.9 105.9 108.0 120.0 120.0 120.0 120.0 120.0 120.0 1102 1182 107.1 107.1 98.8 98.8 92.3 92.3 1140 120.0 120,0 120.0 120.0 120.0 120.0 110.6 110.6 100.0 100.0 92.0 92.0 85.7 85.7 . 120.0 120.0 120.0 120.0 120.0 117.6 117.6 103.9 103.9 93.8 93.8 86.0 86.0 80.0 80.0 9/16" O.A. .090" SG 1/4" HS BY KURARAY 1/4" HS 1 " O.A. EXTERIOR INTERIOR + AIR SPACE 1" GLASS BITE GLAZING VINYL 3/16" TEMP - EXTER0R GLAZING SHIM SIKAFAST 552 GLAZING COMPOUND GL40NGOP71ONA GLAZING VINYL - GLAZING SHIM 9/16" O.A. .075" VANCEVA 1/4" HS BY EASTMAN 1" O.A. MAX. 3/8" AIR SPACE 3/16" TEMP - EXTERIOR GLAZING VINYL 3/16" HS .090" SG BY KURARAY - 3/16" HS INTERIOR 1" GLASS BITE GLAZING SHIM ] SIKAFAST 552 GLAZING COMPOUND GLAZING OPTION C 3/16" HS .075" VANCEVA BY EASTMAN - 3/16" HS INTERIOR j 1" GLASS BITE SIKAFAST 552 GLAZING COMPOUND GLAZING OPTION D 1/4" HS EXTERIOR INTERIOR 7500 AN[STERDAM DRIVE 1" GLASS WinDoor ORLANDO, FL 32832 BITE GLAZING VINYL INCORPORATED P -111A81.8400 1h.:407A81.0505 w .windoocinc.com 8100 SERIES REINFORCED ALUMINUM SGD CORNER AND BYPASS (4'Ox12'0 & 5'Ox1O'O PANELS) - LMI GLAZING SHIM SIKAFAST 552 DESIGN PRESSURE CHARTS AND GLAZING OPTIONS GLAZING COMPOUND DRAWN: DWG NO. REV TJH 08-01167 B GLAZING OPTION B SCALE NTS I DATE 02/15/11 SHEET OF 16 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEMSVILLE, NO 27023 434-688-0609 dlamas@Irlamaspe.com SIGNED: 0310812017 TAT 6OF •� i� • ' -..ZOIRIOP`' /1111A11�\G' \\\ Luis R. Lomas P.E. FL No.: 62514 (2) ANCHORS PER LOCATION 6" 6 21 0.1 (2) ANCH01 PER LOCATI( SEE DETAIL A SEE DETAIL B r SEE DETAIL A / SHEET 10 AND C SHEET 10 I cWPPT 1n MAX.. I I PANEL ,l -- PANEL "-� �_ PANEL .---C— PANEL r� MAX. — -� — - — -� 6" M) MAX. 21 " M TYP. O.C. T Tz O� o Z O O U o z O VI Q U Q U l) M Of U Q O _ U O s N O > o In > ( F _ — — MAX. 6" MI MAX. — 4 I r (2) ANCHORS --� """ I— � .-- PER LOCATION SEE DETAIL B SEE DETAIL A SEE DETAIL A SHEET 10 AND C SHEET 10 SHEET 10 4'0 x 12'0 PANEL ANCHOR LAYOUT 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS. SEE SHEET 10 FOR DETAILS. AX. X. 1) ANCHOR ER LOCATION X. IAX. REVISIONS REV I DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 10/31/11 R.L. B JADDED 5 TRACK 1 02/16/17 R.L. 7500 ANISTERDAM DRIVE WinDoor ORLANDO, FL 32832 INCORPORATED "—'0'A1B4W Fm 4VA81.0505 a .windoorinc.com 8100 SERIES REINFORCED ALUMINUM SGD CORNER AND BYPASS (4'Oxl2'0 & 5'0x10'O PANELS) — LMI =_ 4'0 x 12'0 ANCHORING LAYOUT DRAWN: DWG NO. REV TJH 08-01167 B SCALE NTS I DATE 02/15/11 1 SHEET OF 16 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 r8omas@lrlomaspe.cam SIGNED: 0310812017 o9c1'�'� DO TATe OF •,�` �'cF•'c�OR1aP• �ii�: Luis R. Lomas P.E. FL No.: 62514 REVISIONS SEE DETAIL A SEE DETAIL B REV DESCRIPTION DATE APPROVED (2) ANCHORS PANEL AND C SHEET 10 SEE DETAIL A PER LOCATION 2" 2" SHEET 10 SHEET 10 A REVISED GLAZING DETAILS 10/31/11 R.L. 6" MAX. 2„ PANEL 2„ PANEL 2„ PANEL 6 'ADDED 5 TRACK 02/16/17 R.L. � 2„ �2" _2 6" MAX. 6" MAX. 1 17" MAX. O.C. TYP. 1— o w o —� z r 21 " MAX. o w o a 0 O.C. TYP. DO o p o N U b U —� ¢ Q O U U p F- 0 H 2 D: Ld W 4l > O > 14 (2) ANCHORS PER LOCATION 1 6" -MAX. 4" MAI X. — (2) ANCHORS 2" 2 PER LOCATION PANEL (1) ANCHOR PER LOCATION i — — — 6" MAX. 2„ I` 2„ 2„ f 2„ 2,. ` I` 4„ MAX. 2„ PANEL PANEL SEE DETAIL A SEE DETAIL B SEE DETAIL A SHEET 10 AND C SHEET 10 SHEET 10 5'0 x 10'0 PANEL ANCHOR LAYOUT 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS. SEE SHEET 10 FOR DETAILS. SIGNED: 03/08/2017 WinDoor OOLANIDSTEFL32832 DRIVE \\\\�5 ►R ILO,,//// INCORPORATED Pho"c107AS1.8400 \�\J� •E 219 �i F=1011AMI w w .windoorincxom ` �••�\G �IS+� •S 8100 SERIES REINFORCED ALUMINUM SGD CORNER =*• 0 61 *= AND BYPASS (4'Ox12'0 & 5'0xl0'0 PANELS) — LMI = 5'0 x 10'0 ANCHORING LAYOUT ��jO` STATE OF DRAWN: DWG NO, REV��•FCpR1DP'•\\� SCALE DATE 08 SOE� 67 B ////s' 70NA 110��\\\ NTS 02/15/11 9 OF 16 L. ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 FL No.: 62514 434-6M-0609 dlbmas@lrlomaspe.com POCKET X HOOKSTRIP ANCHOR LOCATION 2" 2" 4" 4" INTERIOR 4" 4" VERTICAL EXTERIOR CONDITION DETAIL A 2TRACK UNIT INTERIOR ^T CONDITION tX / tH/UH 3TRACK UNIT _--_ CONDITION 5TR4CK SIMILAR 2 CORNER EXTERIOR EXTERIOR 'I I—r DETAIL B 3TRACK UNIT INTERIOR 4 INTERIOR EXTERIOR EXTERIOR DETAIL S 4TRACK UNIT, 5TRACK SIMILAR 90' CORNER CORNER REVISIONS 4 3/4" + 4 3/4" SEPARATION T SEPARATION REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 10/31/11 R.L. B ADDED 5 TRACK 02/16/17 R.L. 4 3/4" I 4 7/16" 4 3/4" SEPARATION SEPARATION T SEPARATION 5-TRACK 2 8' SEPARATION � � 7 1 8r / SEPARATION HEAD &SILL ANCHOR LOCATIONS A -1 INTERIOR 4. t 4" ' 4 4 2 3/16" SEPARATION 4 9/16" 6 15/16" SEPARATION SEPARATION 2 TRACK 3 TRACK 4 TRACK 2" EXTERIOR CORNER HEAD & SILL ANCHOR LOCATIONS DETAIL C 2TRACK UNIT INTERIOR 2 TRACK 3 TRACK 4 TRACK 5-TRACK 44" L 4" " 238 �:f4„ SEPARA ON SEPARATION 7 1/g" 4 3/4" SEPAATIO SEPARATION N 4 3/4'" 2 SEPARATION EXTERIOR 135' CORNER 3TRACK UNIT -� DETAIL JAMB ANCHOR LOCATIONS SIGNED: 0310812017 INTERIOR 4" 4" 7500 AMSTERDAM DRIVE � o or \V��IU11I,►11��/i L.0 4" V V ORLANDO, FL 32832 \\\ c� R • 7NCORPORATFD amaatsaoo t•'�:wuet.osos wtvtv.windoodnacom GENS� 9Jjii' ` 8100 SERIES REINFORCED ALUMINUM SGD CORNER 4 = *• 0 51 AND BYPASS (4'Oxl2'0 & 5'Ox10'O PANELS) — LMI _ +� (y�('�� _ • CLUSTER AND ANCHOR LOCATION DETAILS ,- STATE OF •�4` 2r• EXTERIOR %O�••''Z d' ' ... - �\ DRAWN: DWG NO. REV 135' CORNER TJH 08-01 1 67 B zz //�ii��NA11��\\ SCALE NTS DATE 02/15/11 SHEET 10 OF 16 DETAIL 4TRACK UNIT• 5TRACKSIMILAR Luis R. Lomas P.E. L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC27023 434-688-0609 rl/omas@lrlomaspe.com FL No.: 62514 5/8" MIN. EDGE DIST. 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED BACKER ROD AND APPROVED SEALANT #14 WOOD SCRI EXTERIOR FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO -BE PROPERLY SECURED 5/8" MIN. EDGE DIST. INTERIOR VERTICAL CROSS SECTION 2X BUCKIWOOD FRAMING INSTALLATION 2 TRACK FRAME SHOWN, 3 TRACK, 4 TRACK AND 5 TRACK SIMILAR MIN. 4ENT FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT #14 WOOD SCREW i_ 1 3/8" MIN. EMBEDMENT 1 3/8" MIN. EMBEDMENT 2x BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED REVISIONS REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 10/31/11 R.L. B I ADDED 5 TRACK 02/16/17 R.L. 1/4" MAX. SHIM I 5/8" MIN. EDGE DIST. FASTENER HEADS �— TO BE COVERED BACKER ROD AND WITH APPROVED SEALANT APPROVED SEALANT #14 WOOD SCREW HORIZONTAL CROSS SECTION 2X BUCKIWOOD FRAMING INSTALLATION 2 TRACK FRAME SHOWN, 3 TRACK, 4 TRACK AND 5 TRACK SIMILAR NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 #14 WOOD SCREW INTERIOR EXTERIOR SIGNED: 0212012017 j�Tj �7� W i111J�� 00RLANDORDAMDRIVL FL 32832 0 /z , Pkmc 407A818900 INCORPORATED F=AI'A81.0505 ww .windoorinccom •CENS�9'p 8100 SERIES REINFORCED ALUMINUM SGD CORNER*• 0 61 *= AND BYPASS (4'Oxl2'0 & 5'Ox10'O PANELS) — LMI ,o INSTALLATION DETAILS ��0 , TAT OF S E �3 DRAWN: DWG N0. REVTJH �0�� OS SOE� 67 B ss�pNAL1EaG`�\ SCALE DATE' NTS 02/15/11 11 OF 16 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 L1115 R. Lomas P.E. FL No.: 62514 434-688-0609 r1lomas@Irlomaspe.com 2 1/2" MIN. EDGE DIST. OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 BACKER ROD AND APPROVED SEALANT 1/4" TAPCON SEE NOTE 2 SHEETS 6 AND 7 EXTERIOR ril — 7 1 /8" SEPARATION Q MASONRY/CONCRETE BY OTHERS 1 1/4" MIN. EMBEDMENT 1/4"MAX. SHIM 1/4" TAPCON SEE NOTE 2 SHEETS 6 AND 7 INTERIOR 1 1/4" MIN. EMBEDMENT MASONRY/CONCRETE BY OTHERS 7 1/8" SEPARATION 4 ' a REVISIONS DESCRIPTION DATE APPROVED REVISED GLAZING DETAILS 10/31/11 R.L. ADDED 5 TRACK 02/16/17 R.L. 1/4- MAX. SHIM FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 1/4" TAPCON SEE NOTE 2 SHEETS 6 AND 7 OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR d I I EXTERIOR FASTENER HEADS TO BE COVERED WITH APPROVED FASTENER HEADS FASTENER HEADS d SEALANT 7 TO BE COVERED po� TO BE COVERED WITH APPROVED WITH APPROVED EDGE DST. 1/4" TAPCON SEALANT SEALANT SEE NOTE 2 SHEETS 6 AND 7 1/4" TAPCON SEE NOTE 2 BACKER ROD AND HORIZONTAL CROSS SECTION SHEETS 6 AND 7 1/4" TAPCON APPROVED SEALANT MASONRY/CONCRETE INSTALLATION SEE NOTE 2 BY OTHERS 4 TRACKFRAME SHOWN, 2 TRACK, SILL TO BE SET SHEETS 6 AND 7 3 TRACK AND 5 TRACK SIMILAR IN BED OF APPROVED SIGNED: 0212012017 SEALANT OR � i�_ I NON —SHRINK GROUT 7500 AIVISTERDAM DRIVE WinD o or ORLANDO, FL 32832 �g R ,L O;yl�� .p a. INCORPORATED e�remAeLMoo :.�\ J . E '9 �i p Q - Yv:a'ABIA505 www.windomimwm ` �••�\C+ NjS� S MASONRY/CONCRETE p p 8100 SERIES REINFORCED ALUMINUM SGD CORNER _ *• 0 9619 BY OTHERS AND BYPASS 4'Ox12'0 & 5'Ox10'O PANELS) — LMI — 1 1/4" MIN. ( INSTALLATION DETAILS STATE OF ;�` EMBEDMENT 2 1/2" MIN. 6 15 16" SEPARATION ��•.� P EDGE DIST. / DRAWN: DWG NO. REV // •C0RlO - \ \ VERTICAL CROSS SECTION NOTES:INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SCALE NITS DATE 02/15/1 1 08 SHEET 62 OF 16 B ,///ss/OI IIAll1?G\`\ MASONRY/CONCRETE INSTALLATION NOT SHOWN FOR CLARITY. 4 TRACK FRAME SHOWN, 2 TRACK, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE L. ROBERTO LOMAS P.E. 3 TRACK AND 5 TRACK SIMILAR DESIGNED INACCORDANCE WITH ASTM E2112 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. 434-688-0609 dlamasgirlomaspe.mm FL No.: 62514 5/8" MIN. EDGE DIST. METAL FRAMING BY OTHERS BACKER ROD AND APPROVED SEALANT #14 SMS OR SELF DRILLING SCREW FASTENER HEAT TO BE COVERI WITH APPROVI SEALAI #14 SMS ( SELF DRILLII SCRI SILL TO BE SE IN BED OF APPROVE SEALANT 0 NON —SHRINK GROU METAL FRAMING BY OTHERS 1 /4" MAX. SHIM #14 SMS OR SELF DRILLING SCREW 5/8• MIN. I I EDGE DIST. ��11 VERTICAL CROSS SECTION METAL FRAMING INSTALLATION 2 TRACK FRAME SHOWN, 3 TRACK, 4 TRACK AND 5 TRACK SIMILAR FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 14 SMS OR =LF DRILLING ;REW REVISIONS DESCRIPTION DATE APPROVED REVISED GLAZING DETAILS 10/31/11 R.L. ADDED 5 TRACK 02/16/17 R.L. 1/4" MAX. #14 SMS OR SHIM SELF DRILLING SCREW INTERIOR METAL FRAMING BY OTHERS 5/8"+ L MIN. \\� EDGE DIST.7� T FASTENER HEADS 1 TO BE COVERED BACKER ROD AND WITH APPROVED APPROVED SEALANT SEALANT #14 SMS OR SELF DRILLING SCREW HORIZONTAL CROSS SECTION METAL FRAMING INSTALLATION 2 TRACK FRAME SHOWN, 3 TRACK, 4 TRACKAND 5 TRACK SIMILAR EXTERIOR SIGNED: 0212012017 W111D or 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 INC01I.PORA2FD ll- ;. SIA S a .windoorinc.com \\\\ R • 'L p //i� v`�\CENSF9cS�� 8100 SERIES REINFORCED ALUMINUM SGD CORNER*• AND BYPASS (4'Ox12'0 & 5'Ox10'0 PANELS) — LMI 0 61 *= NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY INSTALLATION DETAILS :-A • TAT OF O� TJHN: Owl; NO. 08-01 167 RB SCALE DATE SHEET NITS 02/15/11 13 OF 16 L. ROBERTO LOMAS P.E. 1432WOODFORDRDLEWISVILLE,NC27023 434-66&0609 AbmasCa�l�lomaspe.com 2. PERIMETER ANDJOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 Luis R. Lomas P.E. FL No.: 62514 —� 1 3/4" MIN. 1/4" MAX. I `EMBEDMENT SHIM #14 WOOD SCREW 1" MIN. EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED INTERIOR EXTERIOR HOOK STRIP CROSS SECTION 2X BUCK/WOOD FRAMING INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 10/31/11 R.L. B ADDED 5 TRACK 02/16/17 R.L. 1/4" MAX. SHIM #14 SMS OR SELF DRILLING SCREW METAL FRAMING BY OTHERS — 5 B MIN. EDGE DIST. 1 1/4" MIN. INTERIOR L� EMBEDMENT 171 1/4" MAX. SHIM 2 1/2" MIN. EXTERIOR SEE NOTE 2 tSEETAPCNOTE 2 EDGE DIST. HOOK STRIP CROSS SECTION SHEETS 6 AND 7 k I METAL FRAMING INSTALLATION 1X BUCK BY OTHERS, 1X BUCK TO BE o PROPERLY SECURED SEE NOTE 3 SHEET 1 D MASONRY/CONCRETE SIGNED; 0212012017 BY OTHERS �p7 yT7500 inDoOr FL3 832 R ILCb INTERIOR W ORLANDO \``�S //' J • INCORPORA'rF.D "—407A81.B400 Ym07A81.0505 w .windoorincxom N E 1 r••��C RI j+� •� B100 SERIES REINFORCED ALUMINUM SGD CORNER *• 0 51 AND BYPASS (4'Oxl2'0 & 5'Ox10'O PANELS) — LMI INSTALLATION DETAILS ,o �` ��0 , TAT OF EXTERIOR DRAWN: DWO N0. REV ��'°F•'�[pRIOP• �t'� HOOONRYICRONCRIP ROSNS INSTALLATION TJH 08 —17 64 B '/ ZO�IIAI11�?G\`\ scALE NTS DATE 02/15/11 60 OF 16 L. ROBERTOLOMASP.E' 1432 WOODFORD RD LEWISVILLE, NO 27023 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rllomes@lrlomospe.wm TOP OF J 12'0 PANEL TOP OF 10'0 PANEL �j 131 7/32" KEEPER LOCATION 3 1122 3/16" 113 9/64" KEEPER LOCATION 2 104 7/64" 95 5/64" KEEPER LOCATION 1 16„ 86 3/64" CENTERLINE OF 68 5/32" SECONDARY —� 59 1/8"1 I LOCK 31 1/64" 41 1/16" CENTERLINE OF MAIN LOCK I• ' I I 11 12'0 AND 10'0 CORNER PANEL LOCKING HARDWARE LOCATIONS LOCKING HARDWARE NOTES: 1) LAYOUT IS FOR 10'0 AND 12'0 HIGH PANELS. 2) 10'0 HIGH PANEL USES KEEPER LOCATIONS 1 — 7. 3) 12'0 HIGH PANEL USES KEEPER LOCATIONS 1 — 10. REVISIONS REV DESCRIPTION DATE APPROVED A REVISED GLAZING DETAILS 10/31/11 R.L. B ADDED 5 TRACK 02/16/17 R.L. SIGNED: 0212012017 WinD o or ORL NDO, RDAM FL 32832 E \S 1�1111L 0 �z F.D Plwnc 4mA81.MW 7NCORPORATPv;b,A81"5 a .vindoodnc.wm �� •��GEMS '9,p/�� 8100 SERIES REINFORCED ALUMINUM SGD CORNER — *• 0 5'�R' AND BYPASS (4'Dx12'0 & 5'Ox10'O PANELS) — LMI � LOCKING HARDWARE LAYOUT �` ��0• TAT OF DRAWN: DWG N0. REV /�O��s �1OR�0S G0 TJH 08 15 B � SCALE NTS DATE 02/15/11 SHEET OF 16 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL ND.: 62514 434-668-0609 rllomas@Irlomaspe.cam a �- --� 13/16" 7 1 47/64" 1314 RISER ALUMINUM 6063-T6.060" THICK f— -� 13/16" o-7 2 15/64" 2 1/4" SILL RISER ALUMINUM 6063-T6.060" THICK f---i- 13/16" 3 31/64" 3 1/2" SILL RISER ALUMINUM 6063-T6.060" THICK I 113/16" a7 2 63/64" 3" SILL RISER ALUMINUM 6063-T6.060" THICK ----{- 13/16" 4 15/64" 4 1/4" SILL RISER ALUMINUM 6063-T6.060" THICK REVISIONS DESCRIPTION DATE APPROVED REVISED GLAZING DETAILS 10/31/11 R.L. ADDED 5 TRACK 02/16/17 R.L. SIGNED: 0212012017 WinDoor OORLAND� FD DRIVE R!I LI° '',,, .\``�\S INCORPORATED Ysb7ASiA5U5 www.windoorincwm ��•�\CiENS'9ct+�/� 8100 SERIES REINFORCED ALUMINUM SGD CORNER o b *_ AND BYPASS (4'Oxl2'0 & 5'Ox10'O PANELS) — LMI COMPONENTS O' STAT�ttr` DRAWN: DWG 110. REV �� •�[ORIVP•�'�� TJH 08 67 B ssjllNAL1E�G�`�\ SCALE ET NITS DATE 02/15/1 1 s16 OF 16 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NG 27023 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rllomas@lrlomaspe.wm