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HomeMy WebLinkAboutProduct Approval (2) MIAMI-MDADE NOV 0 5 2019 MUMI-DADE COUNTY,FLORIDA PI tODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC M0M8ey4%#W)Perm1ttin 11805 SW 26Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION - 86)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidogS.gov/economl WinDoo,Incorporated 7500 Amsterdam drive Orlando,Florida,32832 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series'18100"Aluminum Sliding Glass Door W/WO Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. 08-00875, titled "8100 Series LMl: Reinforced & Non- reinforced",sheets I through 27 of 27, including sheets 5A, 6A,7A, 14A, 18A,20A,21A,22A,prepared by manufacturer, dated 12/03/09 with Revision D dated 11/27/17, signed and sealed by Luis R. Lomas, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LD41TATION: 1. 3-1/2"sill riser item#36(she6ts I thru 7A)is limited to.positive(exterior)Dp=+100 PSF,item#37(4- 1/2")sill riser to be used above+100 psf, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this, entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0723.12 and consists of this page I and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. [REVEWEID FN(nONo,,J7-l2I9.09 IKKAMI-DADE COUNTY CODF: CW Mjol§#Sq� arkh 31,2021 01/Z4 zV It) ApKo-ya Qate:_._Tu1y26,20I8 ST© LUVE Pagel BOCC Copy 7 1 WinDoor,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0209.12) 2. Drawing No. 08-00875, titled "8100 Series LMT: Reinforced & Non-reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision C dated 06/15/15, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. Test reports on:1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass, prepared by National Certified Testing Laboratories Inc.,Test Report No. NCTL-210-3573-3 dated 07/31/09 and revised and reissued on 12/16/10 and NCTL-210-3573-4 dated 07/30/09. and revised and reissued on 12/16/10,both signed&sealed by Gerald J, Ferrara, P.E. (Note: This test reports have addendum letters dated 08/03/10 &11/29/10, issued by National Certified Testing Laboratories Inc., signed&sealed by Gerald J, Ferrara,P.E. (Submitted under NOA No. 10-0209.12) C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC-2014, dated 07/15/15 and last revised on 03/10/16,prepared, signed and sealed by Luis R.Lomas, P.E. 2. Glazing complies with ASTM El300-04. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®(Clear and White)Interlayer" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc., for "Kuraray Butacite®PVB", expiring on 12/11/2016. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for "Saflex CP — Saflex and Saflex HP Composite Glass Interlayer w/PET core" (formerly Vanceva), expiring on 11/11/2018. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Compan ) for"Saflex Clear and Color Glass Interlayers", expiring on 05/21/2016. Sita--hg Zhao,P.E. Product Control Examiner NOA No.17-1219.09 Expiration Date: March 31,2021 Approval Date: July 26,2018 E-1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FSC 2014, 5" edition, issued, prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas,P. E. 2. Statement letter of no financial interest, issued, prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas,P.E. 3. Laboratory compliance statement, as part of above referenced test report. G. OTHERS 1. Notice of Acceptance No. 12-0130.13, issued to WinDoor, Inc. for their Series"8100" Aluminum Sliding Glass Door w/wo Reinforcements-L.M.I., approved on 04/19/12 and expiring on 03/31/16. 2. Test Proposal#08-0955B (consolidated) dated 01/15/09, approved by BCCO. (Submitted under NDA No. 10-0209.12) 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-00875, titled "8100 Series LMI: Reinforced & Non-reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision "D" dated 06/15/15, signed and sealed by Luis R. Lomas,P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 12/28/17, expiring on 07/04/23. 2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. NOA No. 17-0712.03 issued to Eastman Chemical Company (MA) for "Saflex CP — Saflex and Saflex HP Composite Glass Interlayer w/ PET core" (formerly Vanceva), expiring on 11/11/2018. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Compan (MA) for"Saflex Clear and Color Glass Interlayers",expiring on 05/21/2021. Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1219.09 Expiration Date: March 31,2021 Approval Date: July 26,2018 E-2 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated November 30, 2017, issued, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0723.12, issued to WinDoor, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-L.M.I., approved on 04/07/16 and expiring on 03/31/21. Sifang Zhao,P.E. Product Control Examinor NOA No.17-1219.09 Expiration Date: March 31,2021 Approval Date: July 26,2018 E-3 286 1/2" OVERALL TESTED FRAME WIDTH Rms1pN5 48" MAX. NOMINAL 40" MAX. REv DESCPIPTIDN DAZE APPROVED PANEL WIDTH D.L.O. WIDTH D REVISED PER NEW REOUIREMENTS 11/30/17 R.L. REINF. I REINF. REINF. 120" MAX. %/ I / NOTES: FRAME L II 1—THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED HEIGHT 118 7/16" 1 /// POCKET WALL I TODEO6 LYEDIITH REQUIREMENTS OF THE FLORIDA BUILDING 2017). MAX. PANEL 6 6 1 UNDER II 2. WOOD FRAMING/1X OR 2X BUCK, 20 GA. 2X WOOD BACKED HEIGHT SEPARATE STEEL STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED Ij 40* 41111 APPROVAL. TO AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO 108 21/32" X x X X X BEBY AHJ.ED STRUCTURE. WOOD FRAMING/1X OR 2X BUCK, 20 GA. 2X MAX. D.L.O. WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING EIGHTIS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. / II 3 NOT USED IN THE DESIGNALLOWA OF BLE HEESS PRODUCT SHOWN HERE N.INCREASE OF 13 WIND LOAD DURAT ON L=t� — 4. FRAMEj FACTOR MATERIAL:WAS EXT UDEDUSEDFOR ALUMINUM 6063-76.075"LATHICK. 6" TO 8100 SERIES 4'0 X 10'0 LMI SGD PANEL MATERIAL: EXTRUDED ALUMINUM 6063-76 .08D" THICK. WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW 5. UNITS MUST BE GLAZED WITH LARGE MISSILE IMPACT SINGLE WEEP SLOT 1" x .1875" LAMINATED OR INSULATED LAMINATED GLASS AS SHOWN IN TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS GLAZING DETAILS ON SHEETS 11 AND 12, PER ASTM VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL El 300-04. SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 6. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR R R THIS PRODUCT IN AREAS WHERE WIND BORNE DEBRIS _ 41 PROTECTION IS REQUIRED. 1 NON-REINFORCED UNIT WITH SILL RISER#35 7• APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK, 4 DESIGN PRESSURE RATING IMPACTRATING TRACK OR 5 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS. t70.0PSF LARGE PANEL HEIGHT AND D.L.O. FORMULA MISSILE IMPACT PANEL HEIGHT = UNIT HEIGHT – 1 9/16" 8100SERIES4'OX10'OLMINON-REINFORCEDSGD FOR WOOD,MASONRY/CONCRETE AND METAL INSTALLATION MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT — 9 1/2" 2TRACKLAYOUT FOR ADDITIONAL SIZES SEESHEET7 D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1/2" J 1 REINFORCED UNIT WITH SILL RISER Jt36 AND#37 REINFORCED UNIT W17N SILL RISER#36 AND#37 DESIGN PRESSURE RATING 'IMPACTRATING DESIGN PRESSURE RATING -IMPACTRATING t170.0PSF RGE MISSILE IMPACT GE t72.OPSF MISSILEIMPACT 8100 SERIES 4`0 X 70'0 LMI REINFORCED SGD FOR MASONRY/CONCRETE AND METAL INSTALLA77ON FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET-7A FOR ADDITIONAL SIZES SEE SHEET 7A 2TRACKLAYOUT NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA TABLE OF CONTENTS OF 360sq. FEET. SIGNED:06/21/2018 SHEET NO. DESCRIPTION 7500AMSTNBDAMDRIVL `` R I LOt����ii 1 — 6 ELEVATIONS, HORIZONTAL CROSS SECTIONS AND NOTES WlrlD00r ORLANDO,FL 32832 `JAS,..... 4 INCORPORATED PbO1C'0'"81da0D z` ucE"�''•;S 7 DESIGN PRESSURE CHARTS PRODUCT REVISED v�mnAein os cvsa ndoozaccom as comp)yNg with the Florida No.67514 , 8 — 10 ANCHORING LAYOUT, NOTES AND DETAILS euil .Codc 6100 SERIES LMI — Noa tte. 17-1219.09 REINFORCED & NON—REINFORCED 11 — 12 BILL OF MATERIALS AND GLAZING DETAILS ate 0313112021 4'0 x 10'0 PANEL 2TRACK ELEVATIONS '•0 {�iy`r"� 13 — 19 CROSS SECTIONS O STATE OF r'/UW` Mlam a e ro uc onfro DRAWN: DWC ND. REV it`�•,:P40R 20 — 23 INSTALLATION DETAILS TJH 08-00875 D ',Ais3/ANAL��'' 24 — 27 COMPONENTS SGLE NTS DATE 10/13/09 SHEETI OF 27 �Ilil flit iil REVISIONS REV DESCRIPTION DATELl —I,-. D REVISED PER NEW REDUIflEMEMS 11/30/17 R.L. 358 1/2" OVERALL TESTED FRAME WIDTH 60" MAX. NOMINAL 52" MAX. i PANEL WIDTH { D.L.O. WIDTH I REINF. A I REINF. ( REINF. % V �{ 98" MAX. EIGHT 96 7/16" FRAME MAX. PANEL 1 a► « 1 t « �, HEIGHT x 6 x 1 x x X x POCKET WALL 11 86 21/32" UNDER MAX. D.L.O. I SEPARATE HEIGHT f ( APPROVAL. TO �I / BE REVIEWED (I BY AHJ. 6" TO It i WEEP SLOT 8100 SERIES 5'0 x 82 WIT SGD NOTE: WEEP SLOT 1" x .1875' TYPICALELEVAT70NEXTERIORVIEW MAXIMUM AREA OF ALTERNATE SIZES MUST TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS NOT EXCEED FRAME AREA OF 360sq. FEET. VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL f�1J SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 4 1 i �` 4 � 1 to 8100 SERIES 5'0 x82 LMI NPN-REINFORCED SGD 8100 SERIES 50 x 8'2 LMI REINFORCED SGD 2 TRACK LAYOUT 2 TRACK LAYOUT NON-REINFORCED UNIT WITH SILL RISER#35 REINFORCED UNIT WITH SILL RISER 936 AND#37 REINFORCED UNIT WITH SILL RISER#36 AND#37 DESIGN PRESSURERA77NG CTRATING DESIGNPRESSUR€RATING IMPACTRATING DESIGN PRESSURE RATING IMPACTRA77NG ±70.OPSF LARGEiiO.tlPSF LARGE t8i.3PSF LARGE �MIIIPA ISSILE IMPACT MISSILE IMPACT MISSILE IMPACT FOR WOOD,MASONRYA;ONCRET'E AND METAL INSTALLATION FOR MASONRY10ONCRETE AND METAL INSTALLATION . FOR WOOD INSTALLATION FORADD177ONAL SLZES SEE 814EET7 FOR ADDITIONAL SOES SEE SHEET 7A FOR AD0MONAL SOES SEE SHEET 7A SIGNED:06/21/2018 FDLWiriDoof ORLANDO, I 32132 R.t"Q,���7i�i 1111 1111 Jt :.......?Gtq 7IV CC7RPORA'TA.TTJ to,o A81,05%a 1r:''VcENSF'•..tS1�: reuR,t81m6 awatviedoodacmm PANEL HEIGHT ANDD 0 FORMULA PRODUCT REVISED ^—^ PANEL HEIGHT = UNIT HEIGHT = 1 9/16° puIldinole as Cwwl�the Florida 8100 SERIES LMI ; No.62514 MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" NCA-No. 17-1219.09 REINFORCED & NON-REINFORCED D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" 5'0 x 8'2 PANEL 2TRACK ELEVATIONS / Fxplmtionpa 03/3/120 1 LDRAWN: Dwr NO. REV py 68-00875 D �,�+ a0`Product Cantro NTS DATE 10/13/09 SHEET OF 27 REVISIONS 290 3/8" OVERALL TESTED FRAME WIDTHREv DESCRIPTION DATE I APPROVED 48 MAX. NOMINAL 40" MAX. PANE IDTH D.L.O. WIDTH D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. W / I I REINF. / I REINF. 12 RAMEX REINF. NOTE: MAXIMUM HEIGHT 118 7/16" F AMEAREA OF 360sq. ET, SIZES MUST NOT EXCEED MAXPANELO 108 21/32" 0 0 X I 1 X X 1 X 16 MAX. D.L.O. HEIGHT 19 18 s" TO 8100 SERIES 4'0 x 10'0 LMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1" x .1875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS Typ, LOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM P NEL VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 0 E i 14 1 1 6 18 15 1515 15 15 18 1 1 8100 SERIES 4'0-x 10'0 LMI NON-REINFORCED SGD 48 HEAD 1 8100 SERIES 4'0 x 10'0 LMI REINFORCED SGD 48 HEAD 3TRACKLAYOUT 3TRACK LAYOUT 49 SILL NON-REINFORCED UNIT WITH SILL RISER#35 49 SILL REINFORCED UNIT WITH SILL RISER#36 AND#37 REINFORCED UNIT WITH SILL RISER#36 AND#37' DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING t70.0 PSF LARGE t110.OPSF LARGE t72,OPSF LARGE MIS SILEIMPACT MISSILE IMPACT MISSILE IMPACT FOR WOOD,MASONRYICONCRETE AND METAL INSTALLAT70N FOR MASONRYICONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET7 FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDIT70NAL SIZES SEE SHEET 7A `�' SIGNED:06/21/2018 inDoor 0111-Al=,FL 32832 'S F_L04 INCORPORATED rsat'w.wt.ewo \,;•'�1CF1d6F'••,tS� rm:a.Aetasra www.v+iadoodnc.com PRODUCT REVISED No 62514 as complying with the Florida 8100 SERIES LMI Building Code REINFORCED & NQN-REINFORCED NIDA-No. 17-1219.09 �-U 4'0 x 10'0 37RACK ELEVATIONS Expiration Date 03/3112021 STATE OF (V�� DRAWN: DWC N0. POI ���'•.,F(ORISN•.•'G,\�� Mlam Dade Product control sCJAIE NTS D`'TE 10/13/09 08-0087;:E30F 27 D �'�!sslONA�1� `��� REVISIONS REV DESCRPRON WE APPROVED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 362 3/13" OVERALL TESTED FRAME WIDTH 60" VAX. NOMINAL 52" MAX. PANEL WIDTH D.L.O. WIDTH REINF. I IFF* I I % REINF. NOTE: �/ 1 �/ MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEE 96 7/16" FRAME AREA OF 360sq. FEET. MAX. PANEL HEIGHT86 21/32" 0 0 x X V 98" MAX. MAX. D.L.O. FRAME HEIGHT HEIGHT 19 6"TO 8100 SERIES 5'0 x 82 LMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1' x .1875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. P18100 L 1 14 16 16 16 16 16 18 1 15 1 1 8100 SERIFS 5'0 x 82 LM!NON-REINFORCED SGD SERIES 5'0 x 8'2 LMI REINFORCED SGD 48 HEAD 46 HEAD 3TRACKLAYOUT 3TRACKLAYOU7' 49 SILL NON-REINFORCED UNIT WITH SILL RISER A55 49 SILL REINFORCED UNIT WITH SILL RISER#36AND#37 REINFORCED UNIT WITH SILL RISER#36 AND#37 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING RGE f70.OPSF LARGE fI10.OPSF MISSILE IMPACT RGE f81.3PSF MISSILE IMPACT MISSILE IMPACT FOR WOOD,MASONRYICONCRETE AND METAL INSTALLATION FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A SIGNED:06/21/2018 �j��,yT 7500AMSTE.RDAMDRIVE ``7�Vlllll)lll,, W�7.1L00f ORLANDO.FL 32632 �``�J�$R•'..... '1.,, INCORPORIJATRt,10ENSF'••.cS� l'Q AP1HILmf ¢wmmindootioccom Z. PRODUCT REVISED _ : HD.62514 ns compry Iny with the Fl-ld. 8100 SERIES LMI Code REINFORCED NON-REINFORCED NDA- �0 NON -No. 77-1219.09 5'0 x 8'2 3TRACK ELEVATIONS ' Explmtlon D 03131/2021 6TA1Y OF �� DRAWN: UNG N0. dD �'C�•'•;FCORIOP./G`2� myinmwaaorroauctcont.o TJ ... H 08-00875 ���iS/.NAL� `� SCALE NTS JDATE 10/13/09 ISHEET4 OF 27 �nInIU11 Ar REVISIONS 286 25/32" OVERALL TESTED FRAME WIDTH REV DESCRIPTION M1E APPROVED 48" MAX. NOMINAL 40" MAX. D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. PANEL WIDTH D.L.O. WIDTH REINF. % REINF. 120" MAX. / FRAME REINF. HEIGHT / NOTE: 118 7/16" / MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED MAX. PANEL FRAME AREA OF 360sq. FEET. HEIGHT 4) 108 21/32" 0 0 X X X I X MAX. D.L.O. HEIGHT 6" TO 8100 SERIES 4'0 x 10'0 LMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYPWEEP SLOT 1" x ALL VER" APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL LOCATED AT AALL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. VERTICAL CENTER LINES L g 18 16 6 16 1 1 14 18 1 15 5 1 15 14 C C 1 1 48 HEAD 48 HEAD 8100 SERIES 4'0 x 10'0 WINON-REINFORCED SGD 8100 SERIES 4 0 x 10'0 LMI REINFORCED SGD 49 SILL 4TRACKLAYOUT 49 SILL 4TRACK LAYOUT NON-REINFORCED UNIT WITH SILL RISER 05 REINFORCED UNIT WITH SILL RISER X36 AND X37 REINFORCED UNIT WITH SILL RISER X36 AND X37 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING RGE E LARGE t70.OPSF MISSILE IMPACT t110.OPSF MISSILE IMPACT PACT t72.0PSF MISSILE IMPACT FOR WOOD,MASONRYICONCRETEAND METAL INSTALLATION FOR MASONRYICONCREIEAND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIBS SEE SHEET 7A SIGNED:06/21/2018 T� 7500 AMSTERDAM DRIVE �j�ji1`711UIIIIII14rA� W nDoor ORLANDO,FL 32832 `��J�eJ FL Lo INCORPORATED P6�'0i"tl181p° V:'\1OEN@(a'••,S PRODUCT REVISED F_u Amm vnvw.vnadooaoc�m es Oomplying with tho Flodda8100 SERIES LMI No.62514 BuiNOA -Ng Code REINFORCED & NON-REINFORCED NOA�Io. 17-1219.09 q'0 x 10'0 4TRA6K ELEVATIONS Expiration D 03131!2021 !� STATE OF Gl�� DRAWN:::::=DWC N13 0. REV ��•.. FLORIOP" \�� Mixml-O a Product ConRro TJH OB-00875 D �S/ANAL E � ScuE NTS jm7E 10/1.3/09 1 SHEET OF 27 1!111111!111 REVISIONS —286 25/32" OVERALL TESTED FRAME WIDTH REV DESCRIPTION DATE waROVED 48" MAX. NOMINAL 40" MAX. D REVISED PER NEW REQUIREMENTS 17 3D 77 R.L. PANEL WIDTH D.L.O. WIDTH REINF. REI NF. 120" MAX. FRAME EREINFO, HEIGHT 118 7/16" MAXMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED MAX. PANEL FRAME AREA OF 360sq, FEET• HEIGHT %%1MAX.2D 30" O1R * 1 ± 1 ~ 4 HEIGHT 6" To Bi00 SERIES 4'0 x 10'0 LM!SGD WEEP SLOT. TYPtCALELEVATION EXTERIOR VIEW P SLOT 1" x ,7875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS WWEEEELOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. R 6 6 6 1 5 5 15 4 C 48 HEAD 48 HEAD 8100 SERIES 4 0 0'0 LM/NON-REINFORCED SGD 8100 SERIES 40 x 10'0 LMI REINFORCED SGD 49 SILL 5TR4CKLAY0UT 49 SILL STRACKLAYOUT NON-REINFORCED UNIT WITH SILL RISER A35 REINFORCED UNIT WITH SILL RISER#S6 AND#37 REINFORCED UNIT SMTH SILL RISER N36 AND A'37 DESIGN PRESSURE RA TING IMPACTRATING DESIGN PRESSURERATING IMPACTR47ING DESIGN PRESSURE RA TING IMPACTRATING #70.OPSF LARGE LAGE MISSILE IMPACT t1t0.OPSF MISSILE IMPACT t72RGE .OPSF MISSILEEIMPAOT FOR WOOD,MASONRYlCONCRETEAND METAL UVSTALLA770AI FOR MASONRYICONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A SIGNED.06121/2018 7500AMSTEMAMDRIVE WinDoor t� 1��f ,t+111111, PRODUCT REVISED ORLANDO,FL 32832 ��� gFLLoygo, as cam INCORPORATRD R—Wr�m3eoo . 4;•VcEN6E'•.,5+�!. plying with the Florida Ne.:cmAtl.nvd wwwaiadoorSncrfim Du0din0 Code NO,82514 N=o. 17-1219.09 81.00 SERIES LMI ' Expiration Da 03131/2021 REINFORCED & NON—REINFORCED A;1_ sTATE 4'0 x 10'0 5TRACK ELEVATIONSHy OFZ. Minm a Product Control DRAWN. DWO NO. N�' r FCORIDP sr�EE NTS DATE 10/13/09 08-00875�5A OF 27 p /'��i''S�ONALi1�:N, REVISIONS REV DESCRIPTION DATE I APPROVED D REVISED PER NEW REQUIREMENTS 11/30/17 1 R.L. 358 3/4" OVERALL TESTED FRAME WIDTH 6D" MAX. NOMINAL 52" MAX. PANEL WIDTH D.L.O. WIDTH REINF. I I REINF. 96 7/16" 0 1 REINF. / / MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED AHEIPANEL GHT % / FRAME AREA OF 360sq. FEET. 1 ♦ 1 ♦ 5 « « 98" MAX. 86 21/32" 1 1 0 X X I X X FRAME MAX. D.L.O. 1 6 14 HEIGHT HEIGHT 6" TO1 8100 SERIES 5'0 x 8'2 LMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1" x .1875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 1 6 6 1 4 1 1 1 48 HEAD 8100 SERIES 5'0 x 82 LMI NON-REINFORCED SGD 48 HEAD 8100 SERIES 5'0 x 82 LMI REINFORCED SGD 49 SILL 4 TRACK LAYOUT 4 TRACK LAYOUT NON-REINFORCED UNIT WITH SILL RISER#35 49 SILL REINFORCED UNIT WITH SILL RISER it36AND#37 REINFORCED UNIT WITH SILL RISER p36AND aK37 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURERATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING t70.OPSF LARGE ±110.0PSF LARGE tB 1.3PSF LARGE MISSILE IMPACT MISSILE IMPACT MISSILE IMPACT FOR WOOD,MASONRY/CONCRETE AND METAL INSTALLATION FOR MASONRYCONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A SIGNED:06/21/2018 7500 AMSTERDAM DRIVE `111U11 uIlrq�/ WinDoor. ORLANDO,FL32832 PRODUCT REVISED INCORPORATED ,_,TA,, aww.criodooziaccom V,••�10ENSE •,s �� s complying With the Florida 6ulltling God- ` No.82514 Noa No. 17_1219,09 8100 SERIES LMI ^* REINFORCED & NON—REINFORCED Expiration Da 09131/2021 5'0 x 8'2 PANELS 4TRACK ELEVATIONS =•4^ 0y DRAWN: DWC N0. 00875 REY '�vT'•.STATE OF Mlom o Product Control �' {C` '•.ALORIOP: sME NTS DATE 10/13/09 08SHEET6 F 27 0 ���'!�S��NAL1E;�^�� REVISIONS REY DESCRIPRON DATE APPROVED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. — 3583/4 OVERALL TESTED FRAME WIDTH 60" MAX. NOMINAL 52" MAX. PANEL WIDTH D.L.O. WIDTH / I REINF. I ` REINF. REINF. / FAANEL %% f 0 NOTE: %/ / MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq, FEET. 98" MAX. 86 2tj32" Q 1 « 40 1 « FRAME MAX..D.L.O. I X X X ( X HEIGHT HEIGHT I( f ` f C / 6" TO 8100 SERIES 5'0 x 82 LMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 5" x .1875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. L 19 a 15 5 6 4 C 91— — 1 48 HEAD 81001SERIE 5''0 x 82 LMI REINFORCED SGD 49 SILL 48 HEAD 67RAGKLAYOUT 8100 SERIES 5'0 x 82 LMI NON-REINFORCED SGD REINFORCED UNIT WITH SILL RISER#36 AND M7 REINFORCED UNIT WITH SILL RISER#36 AND#37 57RACKLAYOLIT 49 SILL NON-REINFORCED UNfTWITH SILL RISER#5 DESIGN PRESSURE RA77NO IMPACTRATING DESIGNPRESSURERATING IMPACTRATING DESIGN PRESSURE R477NO IMPACT RATINGLARGE LARGE *IIO.OPSF MISSILEIMPACT t81.3PSF MlSSILElMPACT t70.OPSF LARGE MISSILEIMPACT FOR MASONRYfCONCRETEANDMETAL INSTALLA77ON FOR WOOD INSTALLA 77ON FOR WOOD,MASONRY/CONCRElEAND METAL INSTALLATION FOR ADDITIONAL S72ES SEE SHEET 7A FOR ADDR70NAL SIZES SEE SHEET 7A SIGNED:06/2112018 FOR ADDITIONAL SIZES SEE SHEET 7 7 7500 AMSTLSRDAM DRIVE ` 01%J 111111 rr WC�nDoor ORLANDO,FL 32632 `��J,S;...,o+j�r'ty PRODUCT REVISED INCORPORATED 1Wr�r�.uio� a�vn,mindoaoacrAm '�.:'VOENSp'^.tSl aseomp%ingwith the Florida 8100 SERIES LMI Building Lode ND,62514 xOA-tto. 17-1219.09 REINFORCED & NON-REINFORCED Explratlon Da 0313712021 5'0 x 8'2 PANELS STRACK ELEVATION$ BY DRAWN: DWO N0. REV i�C-•^ STATB# TJH 08-00875 D �� Mioml a Product Contra i.� SCALE NT$ DATE 10/13/09 IS14EITSA OF 27 r'itj701VAt1 REASICN9 NON-REINFORCED UNITS DESIGN PRESSURE CHARTS IREV DESCRIP110N DATE I -PROVED WITH GLAZING OPTIONS E, F, G, H, /AND J D REVISED PER NEW REOUIREMENTS 11/30/17 R.L. Maximum design pra wre capacity chart(PSF) Maximum des!n pressure ra ac! chart 5 Series 8f00 Aluminum LMI Non•Relnforced SGD with 1314"dil r1wr d 2T Retro Sill,Itmh 70 Series 8100 Aluminum LMr Non-Reinforced SOD with 1314'dll Hoar 6 2T Rotrc Sill,hem 70 For units Installed In Masonry/Comate or Metal structure For unitslnstalled In Wood Height Noninal Single Rand VWth(In) ilebht NoMnal Single Pond Width(h) (in) 24.0 1 30.0 36.0 4zo 4110 5Ro flag on) 24.0 340 36.0 420 4ao 640 80.0 Pot I Nag Pos Neg Pas Meg Pas I Nag Pos Neg Poo Neg, Pos Nay Pas Neo Poa Neg Poo Nep Poo Nay Poo Nen Poo Nag Poo Neg 80.0 45.0 1D40 45.0 100.0 45.0 100,0 45.0 1100.0 45.0 100.0 45.0 99.8 45.0 952 60.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 99.8 45.0 92.2 84.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 92.8 45.0 68.1 84.0 450� 100.0 45.0 100.0 45.0 100.0 45.0 100.0 45A 100.0 45.0 92b 45.0 88.1 0.0 45.0 100.0 r45.0100.0 45.0 100.0 45.0 100.0 45.0 933 45.0 76.7 45.0 72,106.0 45.0 100.0 q5.0 81.0 45.0 100.0 45.0 100.0 45A 933 45.0 76.7 45,0 72.1 08.0 450100.045.000.0450 99.7' 45.0 90.8 45.0 74.5 45.0 70.0 98.0 45.0 100,0 45,0 88.6 450 100.0 45099.7 45JO 90.6 45.0 745 45.0 70.0 108.0 45.0 100.0 45.0 99.8 45.0 88.3 45.0 80.0 fOB.O 45.0 96.0 45.0 79.3 45.0 99.8 45A 883 45.080.0!1{.0 45.0 100.0 45:0 93_MM.3 46.06 45.0 74.7 - 1140 45.0 90.4 45.0 74.5 45.0 93,3 45.0 82.1 45.0 74.7120.0 45.0 100.0 45.0 87.8 45.0+L77.6 45.0 70A 110.0 45.0 85.3 45.0 70.2 45.0 87.8 45.0 77.6 45A 70.0 Maximum design prossure capady chart(PSF) Maximum design pressure capacity chart Series 81DOAluminum LMI NOn•ReInforced SGD with 2114'stll riser 6 2T Retro Sill,Item 70 Ser1es810OAluminum LMillon•Relnforced SOD afth 2114'8111 riser d 2T Retro Sill,Item 70 For unitslnz-01led in MesonrylConcrete or Metal structure For unitalndailedin Wood Height Nonisal Single Panel Width(In) Nelgtd Nomnal Single Penal Width(h) (H) 240 320 3e.0 1 42.0 48.0 54.0 ago (in) 240 30.0 36.0 420 48.0 54.0 60.0 Pos Nap I Pos I Neg Pos Neg I Pos I Nay Pos Nog Pos Neg Poe Neg Pos Neg Pos Nay Pos Neg Pos Nag Pos Nag Pos Nag Pos Neg 80.0 00.0 100.01 00.0 1 100.0 00.0 100.01 Wm 1 100.0 60.0 100.0 00.0 99.8 00.0 95.2 80.0 WA 10.0 600 100.0 00.0 100.0 WA 100.0 600 100.0 00.0 99.8 00.0 92.2 84.0 00.0 100.0 00.0 100.0 00.0 100.0 00.0 100.0 00.0 100.0 W.O. 828 WA 68.1 81.0 WA !9.0 .0 00.0 100.0 00.0 100.0 WA 100.0 00.0 100.0 60.0 92.8 00.0 88.1 08.0 60.0 100.0 00,0 100.0 00.0 100.0 00.0 100.0 00.0 93.3 fi0.0' 76.7 60.0 72.1 08.0 WA .0 00.0 91.0 00.0 100.0 WA 100.0 00.0 93.3 60.0 76.7 00.0 72.1 08.0 00.0 100.0 00,0 100.0 00.0 100.0 00.0 99.7 00.0 90.8 60.0 74.5 Wm 70.0 gag WA 0.0 00.0 8&8WA 100.0 WA 99.7 00.0 90.8 00.0 745 00.0 70.0 108.0 00.0 100.0 00.0 100.0 00,0 99.6 00.0 8&3 00.0 00.0 108.0 WA .0 00.0 79.3 00.0 99.6 WA 88.3 00.0 80.0 114.0 00.0 100.0 00,0 100.0 00,0 93.3 00.0 B26 00,0 74.7 1140 00.0 A 00.0 74.5 00.0 933 00.0 82.6 00.0 74.7 1240 00.0 100.0 00.0 100.0 00.0 87.8 00.0 77.6 00.0 70.0 120.0 00.0 853 00.0 70.2 00.0 878 WA 77.6 00.0 70.0 MaAdmum design prem m capady chart(PS19 Maldmum design prastlre-pacify chart(PSFJ Serles8100 Aluminum LMI Non-RefnforcedSGD with 3"sill rlser d 2T Rama Sill,Itmh 70 Series MO Aluminum 1.1111 Non-Reinforced SGD with 3"aI/I riser a 2T Retro SIII,Item 70 For unitsinsralled In MasonrylConcrete cr Metal structure For unitslnstelled In Wood Height Nortmal Single Ferrel Wdth(In) Hight Nomnal Single Panel Width(in) (in) 240 340 36.0 420 48.0 54.0 60.0 On) 240 30.0 3110 420 48.0 640 60.0 Pos Nag Pos Neg Pos Neg Poo I Neg Pos Nag Pos Nag Pos Nag Pos Neg I Pos I Neg Poo Meg I Pas Neg Pos Nag Pos Neg Pos Ney 840 80.0' 100.0 00,0 100.0 00,0 100.0 00.0 100.0 00.0 100.0 80.0 99.8 80.0 952 Bao WD 100.0 00.0 1 100.0 00.0 loom 00.0 100.0 00.0 100.0 00.0 99.8 80,0 92.2 84.0 00.0 100.0 00.0 100.0 00.0 100.0 00.0 100.0 00.0 10D.O WA 92.8 WA 88.1 84.0 80.0 100.0 00.0 100.0 00.0 100.0 W.0 100.0 00.0 100.0 00.0 9z8 Sao 88.1 98.0 800 100.0 600 100.0 800 100.0 800 100.0 800 93.3 76.7 78.7 72.1 72.1 96.0 SOA 100.0 00.0 91.0 80.0 100.0 00.0 100.0 00.0 83.3 76.7 76.7 721 72.1 98.0 00.0 100.0 00.0 100.0 00.0 100D 00.0 99.7 800 90.6 74.5 74.5 70.0 70.0 OB.O 00.0 100.0 00.0 88,8 00.0 1004 00.0 99.7 80.0 90.8-74.5 74S 70.0 70.0 1080 W.D 100.0 80.0 100.0 00.0 99.6 BOX 88,3 00.0 80.0 108.0 80.0 86.0 78.3 1 78.3 80.0 99.6 00.0 88.3 00.0 80.0 1140 00.0 100.0 00.0 100.0 00.0 93.3 00.0 82.6 74.7 74.7 1140 00.0 00.4 74.5 74.5 00.0 .93.3 00.0 82.6 74.7 74.7 1240 00.0 100.0 80.0 100.0 00.0 87.8 77.6 77.6 70.0 70,0 120.0 00.0 85.3 70.2 1 702 1 00.0 87.8 77,6 77.6 70.0 70,0 SIGNED:06/21/2018 T 7500 AMSTERDAM DRVE 111111 I I fill,, r WinD o or ORLANDO,FL 32832 ,��`�R.Lo jf,y' PANEL HEIGHT AND D.L.O. FORMULA PRODUCT REVISED ItVCORPORATF.D Iar�Ol4sl�es� uww,viadoosinccom UCENB�'•••S PANEL HEIGHT = UNIT HEIGHT - 1 9 16" as complying with the Florida r / Bawling code 8100 SERIES LMI _ No.62514 MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" NOA-Ie. 17-1219.09 REINFORCED & NON-REINFORCED D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" Explmtion on a OW3112021 DESIGN PRESSURE CHARTS 13Y DRAWN: DWI;NO. REV 8TAIE OF %'2''•ftoRioP 'G�: mmm roduct control TJH 08-00875 D SCALE NTS JDATE 10/13/09 1 SHEL17 OF 27 lilt �� RLVISIONS REINFORCED UNITS DESIGN PRESSURE CHARTS WITH I , DESCRIPTION DATE APPROVED GLAZING OPTIONS A, B, C AND D D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. Maximum dmign prwwra capacity art mum design prassuro capacity chart S Sanaa 8100Aluminum Lilt!Reinforced SOD wlfi 3w sill rlsor d 2T Retro SIII,Item 70 Scrim 8100 Aluminum Lill Reinforced SOD with 34 sill rimr d 2TRotro Slll,Hem 70 For unitslnstall ed In Moaonry/Concroto or M Ksl siructure For unlb Inmlled In Wood Height Noneml Single net VvldIn(In) HebFt Nominal Single Panel IMdth On) M) 24.0 30.0 310 420 480 54.0 Sao (h) 21.0 30.0 3s0 42.0 48.0 64.o 00.0 PCa Ng Poe I Keg Poe Meg I PCs I Meg Pos Nap PCs I Nag PCs Nep Poa NeD I Poe I Nag PCs Meg Poe I Nap Poe Meg Pos.1 Meg Pos I Meg 80.0 Sao 150.0 Son 150.0 SOA 150.0 80.0 150.0 BDA 150.0 60.0 150.0 80.0 149.6 Sao 80.0 135.5 80.0 113,4 80.0 148,8 80.0 125.4 80.0 123.4 80.0 113.8 BOA 92.2 84.0 80.0 150.0 60.0 150.0 B0,0 150,0 80.0 150.0 Sao 150.0 80.0 145.8 80.0 138.5 840 80.0 128,0 80.0 1089 80.0 139.8 80.0 125.4 80.0 115.2 80.0 107.8 80.0 92.2 950 80,0 160.0 80,0 150.0 80.0 150,0 80.0 150.0 60.0 148.7 Sao 120,6 80.0 113.3 904 Sao 107.7 80.0 91.0 80.0 1182 BD.O 105,3 80.0 880 Sao 89.0 60.0 B3.8 980 80.0 160.0 80,0 1150..0 BOO 150.0 80,0 150.0 804 142.7 Sao 117.1 80.0 110.0 98.0 80.0 107.2 80.0 88.8 Son1152 80.0 102.6 80.0 93.4 Bao BBS Sao 81.3 108.0 80.0 150.0 80.0 150.0 50.0 160.0 80.0 138.7 80.0 125.7 f08.0 60.0 98.0 79.3 793 80.0 102.4 80,0 1 90.8 80.0 82.3 .80.0 1Sao SOA 0.0 1500 80.0 148.7 80.0 129,8 80.0 117.3 114.0 80,0 90.4 74.5 74.5 80,0 98.0 584.9 75.8 7&8 120,0 80.0 150.0 80,0 150.0 80.0 138.0 80,0 121.9 80.0 lion 120.0 80.0 85, 70.2 70.2 80.0 WA 70.8-3 79,8 72.0 72.0 Maximum design prwwm ce std chert Maximum design premury capacity chart(PSICI serial Sf00Aluminum LMI Reinforced SOD with 3 f/Yalll riser 6 2T Rutro Sill,Item 10 Series 8100 Aluminum LMI Reinforced SOD with 3 1n•sill rlmr 6 2T Retro Sill,nem 70 For units Installed In Mamnry/Conrrato or M stat structure For unita installed in Wood HahM Nominal Singe Panel VMth(h) It Noninal Singe Panel N1dth(h) (h) 24.0 30.0 30.0 42.0 480 54.0 Bao 1) 21.0 90,0 380 420 48.0 644 e0A PC a Meg Pon Nap Poa e0 Poa Nag PCs Nag PCs Meg Poe Nep Poe Nep Poe Nep PCs Nog Poa NeD Poa Nog Poa Keg -Pos- Nag Sao loon 150.0 loon 1150.0 100.0 150.0 100.0 150.0 100.0 150.0 100.0 150.0 100.0 149.6 Sao 100.0 135,51 100.0 113.4 1Da.0 148.8 100.0 125,4 loan 123.4 100.0 113.8 92.2 92.2 84.0 100.0 150.0 100.0 150.0 100.0 150.0 loon 150.0 100,0 150.0 100.0 145.8 100.0 1385 8/.0 100.0 128.0 100.0 108.9 loon 139.8 100.0 18.4 100.0 1152 100.0 107.8 92.2 92.2 poo loon 1540 100.0 150.0 100.0 150.0 100.0 150.0 100.0 146.7 100.0 120.5 100.0 113.3960 100.0 109,7 01.0 91.0 100.0 1182 100.0 105.3 96.0 98.0 89.0 89.0 83.8 83,8 2e.0 100.0 150.0 100.0 150.0 loon 150.0 100.0 150.0 100,0 142.7 100.0 117.1 100.0 110-01980 100.0 107.2 889 889 100.0 1152 100.0 102.6 83.4 93.4 86.5 865 81.3 81.3 108.0 100.0 150.0 100.0 150.0 loon 150.0 loon 138.7 loon 18.7 10810 9&0 96.0 793 783 loan 102.4 90.8 90.8 82.3 82.3 114,0 100.0 150.0 100.0 150.0 loon 148,7 100.0 129.8 100.0 117.3 114.0 90.4 90.4 1 74.5 745 98.0 96.0 84.9 84.9 76.8 76.8 120.0 7000 150.0 100.0 150.0 loon 138.0 100.0 121.9 100.0 110.0 }20.0 853 853 702 702 80.4 80.4 70.8 78.8 720 720 Maximum dosign promra capacity chert Maximum design preasure capacity chart Serlea8f 00 Aluminum LNI Reinforced SOD wfdi 4 fW all!neer Sarles8100 Aluminum LM/Reinforced SOD with!1/4'dil door For units Indalled In Meaonry/Concrote or Metal structure For unl talnstalled In Wood Nominal Singe Panel Width(In) HeIght Nominal Singe Panel Wdth(h) HegM 24.0 30.0 36.0 420 48.0 64.0 e0,0 24.0 30.0 3&0 420 48.0 64.0 8010 M) PCa Nag Pos Nep PCs Meg PCs Meg Pos Meg Poe Meg Pon Meg M) PwIn Ca Nap Pos Meg PCs Meg Poa Meg PCs Meg Pos Nep No 18.3 150.0 183 150.0 1253 150.0 18.3 150.0 M. 1504 1253 150.0 125.3 149.8 80.0 125.33.4 113.4 18.3 1dB.6 1253 126.d 123.4 123, 113.8 113.6 82.2 822 Blo 1253 150.0 18.3 150.0 1253 150.0 18.3 180.0 183 150.0 1253 145,8 1253 138.5 BRO 183 &9 106.9 18.3 139.8 1253 25d 115,2 5750 107.8 107.8 92,2 82.2 080 183 150.0 125.3 150.0 1253 150.0 18.3 150.0 183 148.7 120.5 1205 113,3 113.3 080 109.7 .0 91.0 118.2 118.2 1053 105.3 98.0 98.0 89.0 89.0 83.8 83.8 Sao 1072 .8 8&B 115.2 '116.2 102.6 1028 93.4 93.4 685 86.5 81.3 61.3 980 18.3 150.0 18.3 150.0 18.3 150.0 18.3 150.0 1263 142.7 117.1 117.1 110.0 110.0 1p&0 BBA .3 79.3 102,4 102.4 809 BOb 82.3 B23 1080 125.3 150.0 18.3 160.0 183 150.0 18.3 138.7 18.3 18.7 114.0 80.4 .5 74.5 98.0 08.0 84.9 84,8 78.8 76.8 1140 18,3 150.0 183 150.0 18.3 148.7 18.3 129.8 1173 117.3 120.0 853 .2 70.2 90, 80,4 79.8 79.8 72.0 720 120.0 189 150.0 183 160.0 125.3 138.0 121.9 121.9 1100 110.0 SIGNED:08/21/2018 WinDoor AMDORLANDAM5TERD32832 PANEL HEIGHT AND D.L.O. FORMULA INCORPORATED ft-bis" ,� ,�« Y:' VCENSF''•,S PANEL'HEIGHT = UNP( HEIGHT - 1 9/16" PRODUCT REVISED 8100 SERIES LMI `* No.6414/ MAXIMUM D,L.O. HEIGHT - PANEL HEIGHT - 9 1 2" as complying with the Flodda / Building Code REINFORCED & NON-REINFORCED i� D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2 t4ona4o. 17-1219.09 DESIGN PRESSURE CHARTS Expiration 03131!2021 %� STATE OF r2� DRAWN: DlYO N0. REV T aaaa 6y TJH 08-00875 D r�i,�SS�'...... .0.� Mlam CProductControl Sr,E NTS 0"TE 10/13/09 SNErT7A OF 27 rr,,ONAL1E HEAD 18" MAX 24" MAX O.C. INTERMEDIATE ANCHORS SEE NOTES REVISIONS SEE ANCHOR CLUSTER 1 12 SHT 8 REv DESCRIPTION DATE APPROVED TYPiCgL� DETAIL, SHEET 10 6" MAX. TYP. � I¢¢ii TYPICAL 6" MAX. D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. J TYP. 6" MAX.T 1 TYP. J - 11" MAX. 16" MAX. O.C. TYP. ANCHORING NOTES: O.C. TYP. Z Z z �- 1. FRAME SYSTEMS, 2 TRACK, 3 TRACK, 4 TRACK, HAVE TWO ANCHORS AT T EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 5 TRACK FRAME I E F E SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS. DO o 0 0 120 2. ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK 4 TRACK AND 5 TRACK, HAVE c 0 MAX. ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. SEE NOTES a = HEIGHT 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED SHTt8 U U 1X NON-STRUCTURAL WOOD BUCK USE 1/4" ELCO CRETE-FLEX SS4 WITH - SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE AND 2 3/8" MINIMUM SEE NOTES SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 1 &2 DETAILS, SHT 8 4. FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 6" MAX. 6" MAX. GA. MINIMUM STEEL STUD USE GRADE 5 #14 WOOD SCREW WITH TYP. TYP, SUFFICIENTLENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO 1 r SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 1 DETAILS. I 5. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 4" I 4" SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM MAX.M I� SEE ANCHOR CLU TER MAX.M ALLOWABLE LOAD BEARING SHIM TO BE 1/4". TYP. DETAIL, SHEET 10 S. ALL FASTENERS TO BE CORROSION RESISTANT. TYPICAL SILL 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR INTERMEDIATE ANCHORS MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE TYPICAL USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH 4'0 x 10'0 ANCHORING LAYOUT NON—REINFORCED AND REINFORCED UNITS SPECIFIED BELOW: 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN A.WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,350 PSI. Number o anchor locationsrequtrea Jami head,stil And mullion cluster C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 anchors perlocation for 2 track 3 tract and 4 track 3 anchors per location for 6 track (OR GREATER). Single anerN7dtn(In) D.METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD Haight 240 Sao 38.0 420 48.0 84.0 Sao (717) 24.0 Fy=33KSI/Fu=52K51 MINIMUM. J9mbal Has cluster J.mhsj Has fduster Jointmi HAS 10ustwiJambg HAS PustaijAmbs HAS JdusfajJmbsI HAS duateriJambal HAS Wudw 840 8 1 4 8 1 1 4 6 2 8 1 6 2 8 1 6 3 8 1 8 1 3 8 8 1 9 1 8 "0 8 1 4 8 1 4 6 2 6 6 2 8 8 3 6 8 3 6 0 3 8 Pao 7 1 4 7 1 4 7 2 8 7 2 8 7 3 6 7 3 8 7 3 8 Dao 7 1 4 7 1 4 7 2 8 7 2 6 7 3 8 7 3 6 7 3 6 106.0 7 1 4 7 1 4 7 2 1 87 2 6 7 3 6 1 7 1 3 8 114.0 6 1 4 6 1 4 8 2 8 8 2 8 8 3 8 12070-t-8— 1 4 8 1 4 8 2 1 8 1 8 2 6 8 3 6 SIGNED:06/21/2018 HAS.HEAD AND SILL INTERMEDIA TE ANCHORS ORS2Numbero aneor oanchor per oea oWinDoor 332 R;fLOM Hdght SrnglePe"WdthOn) INCORPORATED Pbenv`aI�•A90° �\r;•'�yGENSF'••.S ON 240 30.0 38.0 42.0 4a0 414.0 00.0 PRODUCT REVISED vm vrtwl sns www.wlodoD>ncmm Sao 8 8 8 6 8 8 g as complying with tho Florida Building Code 8100 SERIES LMI _ No.62514 _ 640 s 6 6 6 e e e NOA-No. 17-1219.09 Pao s s a s s s a REINFORCED & NON-REINFORCED _ro /o Pao s s a s s s s Enplra:len O o3r31rzoz� L 4'0 x 10'0 ANCHORING LAYOUT AND NOTES �� 108.0 10 10 10 10 10 10 By : DWC N0. REV ��.t`''• SA, OF11 - MiamW o Product coneroi 08-00875 D �i i4 120.0 11 11 17 11 11 DATE SHEET S10NA�E`\�� NTS 10/13/09 8 OF 27 REVISIONS HEAD SEE ANCHOR REV DESCRIPTION DATE APPROVED 18" MAX 24" MAX O.C. INTERMEDIATE ANCHORS CLUSTER DETAIL SEE NOTES D REVISED PER NEW REOUIREMENTS 11/30/17 R.L. 6" MAX. TYPICAL SHEET 10 1 & 2 SHT 9 TYP rT1 TYPICAL 6" MAX. \ \ \ TYP. 6" MAX-T_ T TYP. 11 MAX. ANCHORING NOTES: O.C. TYP. 1. FRAME SYSTEMS, 2 TRACK, 3 TRACK. 4 TRACK, HAVE TWO ANCHORS AT 16" MAX. - EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 5 TRACK FRAME O.C. TYP. � SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD, z z z SILL AND JAMBS. 0 0 0 MAX. 2. ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK 4 TRACK AND 5 TRACK, HAVE ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. DO o 0 0 HEIGHT 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SEE NOTES v U U 1 & 2 ¢ � J J o SEE NOTES SECURED 1X NON-STRUCTURAL WOOD BUCK USE 1/4" ELCO SHT 9 _1 = Ll & 2 SHT CRETE-FLEX SS4 WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE w w w DISTANCE AND 2 3/8" MINIMUM SEPARATION. LOCATE ANCHORS AS 6" MAX. > > > 6" MAX. SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TYP. TYP. 4. FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED \ \ \ 20 GA. MINIMUM STEEL STUD USE GRADE 5 #14 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO II SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4" MAX. I I INSTALLATION DETAILS. TYP. "'III TTT 4" MAX TYP. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SEE ANCHOR CLUSTER SILL SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM DETAIL, SHEET 10 INTERMEDIATE ANCHORS ALLOWABLE LOAD BEARING SHIM TO BE 1/4". TYPICAL TYPICAL 6. ALL FASTENERS TO BE CORROSION RESISTANT. 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS 5'0 x 8'2 ANCHORING LAYOUT NON—REINFORCED AND REINFORCED UNITS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 4PANEL UNIT SHOWN. APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,350 PSI. Number o ane or locavonsrequ/ a/ams head,s and mullion cluster C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. anchors perlocetlon fort frock 3 track and 4 frock 3 anchors perlocadon fors track TYPE 1 (OR GREATER). swiltepanelWldthpN D.METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD Height Pn) 24.0 30.0 30.0 42.0 4&0 s4.a 4100BACKING, Fy=33KSI/Fu-52KSI MINIMUM. ambs HASJambs HAS cluve,Jambs HAS Iclu Jambs HAS ust Jambs HAS cluster mbs HAS cju aMbs HAS mfer 80.0 6 1 4 6 1 4 6 2 8 8 28 8 3 8 6 . 3 8 8 3 8 84.0 6 1 4 6 1 4 6 2 5 8 2 - 8 6 3 6 6 3 B B 3 6 _ 88.0 7 1 4 7 1 4 7 2 6 7 2 6 7 3 8 7 3 8 7 3� N6p&0 7 1 4 7 1 4 7 2 6 7 2 6 7 3 8 7 3 6 106.0 7 1 4 7 1 4 7 2 6 7 2 6 7 3 81 7 1 3 6 If" B 1 4 B 1 4 8 .2 6 B 2 1 6 1 8 3 6 H&S-HEAOAND SILL INTERMEDIATE ANCHORS SIGNED:06/21/2018 00 AM OD°aO1L�NAAA8p1s4�0Dww �.w�o ``V ' 1cE!NJ4.'F2;LQ!Aflm ero anchorlocationsrequ at oo an or ar location) WinDoor. ORLANDO, . 1se'Helpht Single Pend Wdth fn) INCORPORATRD •1. 0a) 2lo Sao 3&0 1 420 4ao "a 00.0 PRODUCT REVISED 80.0 B 8 6 8 6 B a as complying with the Florida No.82514 Building code 8100 SERIES LMI *; *_ SAO 6 e 6 a a a a NOA-Na. 17-1219.09 REINFORCED & NON-REINFORCED - 2dD 9 9 9 9 9 9 9 �'i3 ��"/"-i•","'" (rte BAO 9 9 9 9 9 9 Expiration Dat 03131/2021 5'0 x 8'2 ANCHORING LAYOUT 9 10&0 10 10 10 10 10 10 B DRAWN: DWG ND. REV �� GTATE. 1141.0 11 11 11 it 11 Miami-Dade Product contro TJH 08-00875 D i S ` ttao 11 11 11 11 11 scLENTS JDAIE 10/13/09 sNEEr9 OF 27 Ar REVISIONS VERTICAL CONDITION RLV DESCRIPTION DATE APPROVED 4" MAX. 4" MAX. D REVISED PER NEW REOUIREMENTS 11/30/17 R.L. 4" 4" 4" MAX. MAX. 4" 4 3/4" M _rj AX. MAX. SEPARATION 2 3/8" 7 1/8" 4 3/4" I 4 3/4" 2 3/8" SEPARATION SEPARATION SEPARATION SEPARATION POCKET INTERIOR CLUSTER DETAIL 2 TRACK` 3 TRACK 4 TRACK 5 TRACK 2-TRACK SYSTEM EXTERIOR 01- VERTICAL CONDITION 2 3/16" "I r 6 15/16" _� 4 13/16" L 4 15/32" HOOKSTRIP ANCHOR LOCATIONS 4" 4" SEPARATION SEPARATION MAX. MAX. 4 9/16" SEPARATION SEPARATION SEE DETAILS INSHEET23 4" 4" SEPARATION HEAD&SILL ANCHOR LOCATIONS 4" MAX. MAX. 4" SiE DETAILS IN SHEETS 20,20A 21,21A,22&22A MAX. MAX. 4 3/4" SEE CHARTS ON SHEET 8 AND 9 FOR 5 TRACK CLUSTER ANCHOR QUANTITY REQUIRED L 4 TRACK 3 TRACK 4 27/32" CLUSTER DETAIL T SEPARATION 3-TRACKSYSTEM VERTICAL CONDITION TK L 2 3 8 4 3/4" SEPARATION VERTICAL CONDITION 4" MAX. 4" MAX. 4 21/32" 4" MAX. 4" MAX. 1�4 4" SEP,9r1Q11 SEPARATION SEPARATION 4,• 4.. 4. . MAX. 4. �- T_ { - 4,• MAX. MA!t4. MAx• MAx. JAMB ANCHOR LOCATIONS MAX. AX. SEE DETAILS 1N SHEETS 20,20A,21,21A,22&224 4 3/4" 4 3/4" CLUSTER DETAIL CLUSTER DETAIL 4-TR4CKSYSTEM 5-TR4CKSYSTEM SIGNED:06121/2018 PANEL CONSTRUCTION: ,�T TOLPANELS ARE RECENE HORIZONTALRAILS FROM EACH RAILRSDSIECURED TO STILES WITH (3)VERTICAL # 0 x711 E1/4" SQ. DRIIVEE I W Door ORLAND7500 O 32632ELN. "'7j: SCREW AT EACH END, ITEM #47. ALL PANELS HAVE AN INTERIOR AND EXTERIOR INCORPORATF.D ��a��etn A500 Www.wlndoodaccam �� �'' VOEN cit APPLIED GLAZING STOP. PRODUCT REVISED as complying with the Florida N0.62514 Building Code 8100 SERIES LMI FRAME CONSTRUCTION: Non-No. 17-1219.09 REINFORCED & NON-REINFORCED =* *= EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH #7 TYPE ANCHORING DETAILS AND NOTES A SS SCREW, ITEM #48, (2) AT EACH CORNER ON 2 TRACK, (2) AT 3 TRACK FRAME, (3) AT EACH Expiration bat 131!2021 CORNER ON 4 TRACK FRAME AND (3) AT EACH CORNER ON 5 TRACK FRAME. 13Y �- DRAWN: DWG N0. REV o�•.,F�oRro!:'G��': m1a�n vroduct Control TJH 08-00875 D SCALE NTS GATE 10/13/09 1 SHEET 10 OF 27 AA,'ONA�11't� PARTS LIST REVISIONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED 1 FS-04641 2 TRACK WS FRAME HEAD KEYMARK ALUMINUM 6063-T6 1" O.A D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 2 FS-04788 2 TRACK WS FRAME JAMB KEYMARK ALUMINUM 6063-TG MAX. 3/8' 3 5-44119 2 TRACK NSWS SILL PAN KEYMARK ALUMINUM 6063-T6 AIR SPACE 3/16" HS 9/16" O.A. 4 S-44121 2 TRACK WS SILL INSERT KEYMARK ALUMINUM 6063-T6 .090" SGP .090" SGP 5 T-32124 5 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 3/16" TEMP BY KURARAY 1/4" HS BY KURARAY OPTIONAL SCREENS 6 T-32123 5 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 3/16" HS 1/4" HS 7 FS-02180 3 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 EXTERIOR INTERIOR + EXTERIOR INTERIOR 8 FS-02181 3 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 1" GLASS 1" GLASS 57 57 9 S-44123 3 TRACK SILL PAN KEYMARK ALUMINUM 6063-T6 52 BITE 51 BITE 10 5-44117 3 TRACK SILL INSERT KEYMARK ALUMINUM 6063-T6 43 68 41 68 11 FS-02071 4 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 , 12 FS-02070 4 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 82 55 55 72 76 13 S-44118 4 TRACK SILL PAN KEYMARK ALUMINUM 6063-T6 GLAZING TYPE A GLAZING TYPE C 14 S-22124 4 TRACK SILL INSERT KEYMARK ALUMINUM 6063-T6 LARGE MISSILE IMPACT LARGE MISSILE IMPACT 50 15 FS-01882 FRAME HEAD INSERT KEYMARK ALUMINUM 6063-T6 REINFORCED UNITS REINFORCED UNITS 50 16 FS-01883 FRAME JAMB INSERT KEYMARK ALUMINUM 6063-T6 7\ 17 FH-01869 TOP RAIL KDWARK ALUMINUM 6063-T6 18 FH-04723 I BOTTOM RAIL' KEYMARK ALUMINUM 6063-T6 1" O.A 19 FS-04766 TALL BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 MAX. 3/8" AIR SPACE L� 20 NPG PANEL GUIDE NYLON 3/16" HS 9/16" O.A. I 075" SAFLEX 21 FH-01871 LOCK STILE KEYMARK ALUMINUM 6063-T6 .075" SAFLEX CP I VI/ PET CORE 22 FH-05044 INTERLOCK STILE KEYMARK ALUMINUM 6063-T6 BY EASTMAN W/ PET CORE BY EASTMAN 1/4" HS 72 76 23 FH-04767 FEMALE BUTT STILE EXT.OFFSET KEYMARK ALUMINUM 6063-T6 3/16" TEMP 3/16" HS 1/4" HS O 24 FH-04750 MALE BUTT STILE EXT.OFFSET KEYMARK ALUMINUM 6063-T6 25 FH-04826 FEMALE BUTT STILE INT.OFFSET KEYMARK ALUMINUM 6063-T6 57 57 26 P7569AM DUST PAD 1.244"x.5'x 2.34" EXTERIOR INTERIOR ` EXTERIOR INTERIOR 27 FS-04747 BUMPER JAMB INSERT KEYMARK ALUMINUM 6053-76 1" GLASS 1" GLASS p 111K 28 FS-04754 PLAIN STILE INTERLOCK KEYMARK ALUMINUM 6063-T6 52 BITE 51 BITE MT SCREEN BOX SCREEN 29 FS-04755 PLAIN STILE INTERLOCK COVER KEYMARK ALUMINUM 6063-T6 43 68 41 68 VERTICAL CROSS VERTICAL CROSS 30 FS-05382 INTERLOCK SNAP COVER KEYMARK ALUMINUM 6063-T6 SECTION SECTION K INS 31 FS-02726 STILE JAMB INSERT KEYMARK ALUMINUM 6063-T6 B2 55 55 TORE USED WITH S TRACK, TO AND 2TRSED CKREWITH2TRO WS GLAZING TYPE B GLAZING TYPED 27RACK RETRD,3TRAGK AND 2TRACKREilRO WS 32 FS-02726 PANEL STILE JAMB INSERT KEYMARK ALUMINUM 6063-T6 LARGE MISSILE IMPACT LARGEMISSILEIMPACT AND 4TRACKFRAME SYSTEMS FRAMESYSTEMS 33 FH-03693 1 3/4'SILL RISER KEYMARK ALUMINUM 6063-T6 REINFORCED UNITS REINFORCED UNITS SIGNED:06/21/2018 34 FH-03652 2 1/4'SILL RISER KEYMARK ALUMINUM 6063-76 35 FH-03653 3'SILL RISER KEYMARK ALUMINUM 6063-T61 TV711111oof 7500ORLANDO,FL MDRIVti ;��J\cJ1R;1j.O1 A��i�� 36 FH-03654 3 1/2'SILL RISER KEYMARK ALUMINUM 6063-T6 WV 1111 ��, �;•ac� '••`.VS 37 FH-03655 4 1/4'SILL RISER KEYMARK ALUMINUM 6063-T6 PRODUCT REVISED 1NCORPORATAD i, y w�aw,windooanccom a complying with the Florida 622 44 -T 38 FS-02173 HOOK STRIP KEYMARK ALUMINUM 60636 as Code 8100 SERIES LMI =*: Non ne. 17-1219.09 REINFORCED & NON-REINFORCED - 39 FS-04476 HOOK STRIP WALL COVER KEYWRK ALUMINUM 6063-T6 PARTS LIST CONTINUED B.O.M. & REINFORCED GLAZING DETAILS �10 Expiration Da 3Y3112B21 �x1O STATE OF .,�` 40 FS-04477 HOOK STRIP WALL MOUNT KEYMARK ALUMINUM 6063-T6 ON SHEET 12 DRAWN: DWO NO. Rte' By •'..FCORID�;. 16'HORIZONTAL KDWK ALUMINUM 6063-T6 42 FH-01878 941 FH-01877 /16 VERTICAL GLASS�S'T PSTOP KEYMARK ALUMINUM 6063-T6 miam Product Centro T� DAA 08-00875 1D '�� S;ONAL�?G� / NTS 10/13/09 I1 0F 27 PARTS LIST REVISIONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL PARTS LIST CONTINUED REV DESCRIPTION DATE I APPROVED 43 FS-01879 1'HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063-T6 FROM SHEET 11 D REVISED PER NEW REQUIREMENTS 11/30/17 1 R.L. 44 FS-01880 1'VERTICAL GLASS STOP KEYMARK ALUMINUM 6063-T6 45 FH-02642 6000 BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6063-76 46 FH-05045 INTERLOCK REINFORCING BAR KEYMARK ALUMINUM 6063-T6 47 FH-03916 FEMALE BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6063-T6 1" O.A. 1° O.A. O.A. .060" SGP 48 FS-02210 FRAME HEAD COVER KEYMARK ALUMINUM 6063-T6 MAX. 3/8" MAX. 3/8" 1/4" HS BY KURARAY AIR SPACE AIR SPACE 3 16" HS 1/4" HS 49 FS-02208 SILL COVER KEYMARK ALUMINUM 6063-T6 3/16" HS / INTERIOR 50 SCREEN SPLINE .090" TROSPVB 3/16" .090" SAFLEX EXTERIOR BY EASTMAN 1 3/16" BY KURARAY 51 TP983 9/16'GLAZING VINYL VINYL TEMPTEMP 52 TP1051 1'GLAZING VINYL VINYL INTERIORS 3/16" HS 57 1 BITE SS 53 J1988-9000 TANDEM ROLLER EXTERIOR EXTERIOR INTERIOR 54 2468 DUAL POINT MORTISE LOCK&KEEPE 1" GLASS 1" GLASS 41 68 55 TP990 GLASS SETTING BLOCK 52 BITE 52 BITE 55 56 TP876 INTERLOCK BUMPER RUBBER 57 W333517KC000 FINSEAL.187 x.350 43 68 43 66 58 W332217K000D FINSEAL.187 x.240 55 82 55 GLAZING TYPE I 82 GLAZING LARGEMISSILEIMPACT 59 W231417K0000 FINSEAL,187 x.140 PE GLAZING TYPE E LARGE MISSILE IMPACT NON-REINFORCED UNITS 60 131017 j8 x 1/2'PH TEK SCREW LARGE MISSILE IMPACT NON-REINFORCED UNITS 61 S-44115 2 TRACK NS INSERT NON-REINFORCED UNITS 62 131018 118 x 3/8'PH TYPE B SS 18-8 SS 1•, O.A. 9/16" OA MAX. 3/8" 63 131004 1110 x 1 1/4'TYPE F SS AIR SPACE 3/16" HS 9/16" O.A. .090" SAFLEX _ 64 131020 #7 x 5/8 PH TYPE A SS 410 SS .060" SGP .090" TROSIFOL PVB 1/4" HS BY EASTMAN 65 131011 �8 x 2"FH TEK SCREW a10 SS 3/16" BY KURARAY 1/4" HS BY KURARAY 1/4" HS TEMP 3/16" HS 1/4" HS EXTERIOR INTERIOR 66 131009 $10 x 3/4"FH TEK SCREW 410 SS EXTERIOR INTERIOR EXTERIOR INTERIOR 67 LCS068-NS SNAP IN SILL GATE PLASTIC 1" GLASS 68 SIKAFAST 552 GLAZING COMPOUND SIKA URETHANE � 1" GLASS 51 BITE 1" GLASS BITE 69 T-32122 5 TRACK SILL PAN KEYMARK ALUMINUM 6063-i6 52 BITE 51 70 5-44120 2 TRACK NS/WS RETRO SILL PAN KEYMARK ALUMINUM 6063-16 41 68 68 71 LMI GLAZING SEE SHEETS 11 AND 12 43 8B 41 55 72 FH-02727 MT SCREEN TOP/BOTTOM RAIL KEYMARK ALUMINUM 6053-T6 55 55 73 FH-0272b MT SCREEN STILE KEYMARK ALUMINUM 6063-T6 82 GLAZING TYPE IS TYPE GLAZING TYPE LARGE MISSILE IMPACT 74 FH-02729 MT SCREEN STILE W/SEAL KEYMARK ALUMINUM 6063-T6 LARGE MISSILE IMPACT NON-REINFORCED UNITS LARGE MISSILE IMPACT NON-REINFORCED UNITS NON REINFORCED UNITS 75 FS-02730 MT SCREEN ASTRAGAL KEYMARK ALUMINUM 6063-T6 76 FH-02300 BOX SCREEN TOP/BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 SIGNED:06/21/2018 77 FH-02395 BOX SCREEN STILE KEYMARK ALUMINUM 6063-T6 78 FS-02209 BOX SCREEN SWEEP KEYMARK ALUMINUM 6063-76 WinDoof O AMS��32bD' `��JedR.ILO Arii� 79 FS-02650 BOX SCREEN ASTRAGAL KEYMARK ALUMINUM 6063-76 ` �' EN i ' 72VCORPORAIRD P'-=lAvzw y.JPIA81.09K wvm%awdoocncrom �'' � � •'s 80 7500 A04 SIGNTIURE HANDLE SET PRODUCT REVISED s complying with the Florida 8100 SERIES LMI No.62514 -_ 81 T-32125 5 TRACK SILL INSERT KEYMARK ALUMINUM 6063-T6 6ullding Code REINFORCED & NON-REINFORCED NOA-No. 17-1219.09 82 IP990 GLASS SPACER HELMA ALUMINUM AW-30001B.O.M. & NON-REINFORCED GLAZING DETAILS Expiration Dat 0313112021 83 #8 x 3/4'PH TEK SCREW 'O STATE OF w� / lly TJH DWD No. 08-00875 RD ����S+F�OR10P.•'G,?� EV 84 10 x 3 4"PH TEK SCREW mlaml-O pr uct Control i S 85 FS-04791 FIXED PANEL Z-CLIP KEYMARK ALUMINUM 6063-T6 scAEE NTS 447E 10/13/09 SHEET 12 OF 27 '���;�NAt�E,�� • SEE NOTE REVISIONS SHT. 14 REV DESCRIPTION DATE APPROVED 8 27 26 83 D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 64 SEE NOTE 40 SHT 14 57 39 85 84 INTERIOR 38 84 56 28 58 21 44 52 1 INTERIOR 71 60 64 29 84 32 EXTERIOR E 71 25 45 66 48 HEAD � SECTION D 49 SILL PLAIN STILEAT 3 TRACK JAMS EXTERIOR 51 42 21 80 SECTION H REINFORCEDINONAEINFORCED INTERLOCKSTILEAT 12 FIXED PANEL NOTES: EXTERIOR HOOK STRIP ERIOR 54 1. FIXED PANEL TO JAMB CONDITION: R71 INT FIXED PANEL IS SEURED TO THE JAMB WTH (2) ITEMS #85, FIXED PANEL Z-CLIP. ONE Z- CLIP IS LOCATED 24" FROM TOP OF THE PANEL DOWN AND 24" FROM BOTTOM OF PANEL 64 UP. EACH Z-CLIP IS ATTACHED TO PANEL WITH (3) ITEM # B4, X10 x 3/4" PH TEK 32 21 5432 SCREWS AND THEN IT IS ATTACHED TO JAMB WITH (3) REM #84, X10 x 3/4" PH 44 52 TEK SCREWS. SECTION D SHEET 14, SECTION EE SHEET 18 AND SECTION Z SHEET 18 2 SHOW A FIXED PANEL TO JAMB CONDITION. INTERIOR 59 2. FIXED PANEL TO FIXED PANEL CONDITION: TWO FIXED PANELS ARE SECURED TOGETHER WITH ITEM X83, 8 x 3/4" PH TEK SCREW. THERE IS A ROW ON THE INTERIOR AND A ROW ON THE EXTERIOR OF THE FIXED PANEL 59 51 42 21 57 PACED 4" FROM THE TOP AND BOTTOM WITH ONE ADDITIONAL SCREW IN THE CENTER. SECTION D SHEET 14, SECTION DO SHEET 19, SECTION 0 SHEET 15, SECTION U, SHEET 16 AND SECTION CC SHEET 19 SHOW A FIXED PANEL TO FIXED PANEL CONDITION. EXTERIOR NOTE: SEE SHEETS 20, 20A, 21, 21A, 22, 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS 64 27 SUBSTRATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD. SILL AND 57 SEENOTE JAMB TRACK SYSTEM. OTHER HEAD, SILL AND JAMB TRACK SYSTEMS ARE SIMILAR. SHT. 14 48 HEAD 27. 49 SILL � 267 SIGNED:06/21/2018 EXTERIOR BG 64 WinDoor OORLANNDOO.FDL3 ' ,``\�'. Lo PRODUCT REVISED INCORPORATRD I Ae'i. s WWnwiado0riaccom �! ���0 ;S 64 as complying with the Florida Building Code 8100 SERIES LMI _ No.62514 NOA-No. 17-1219.09 *•:• �'= REINFORCED & NON-REINFORCED _ Expiration Dat 313112021 HORIZONTAL CROSS SECTIONS '"0 I SECTION F By DRAWN: DWG N0. REV �t`• STATE 2��.� LOCKST7LE AT2 TRACKJAMB SECTIONS MIamF-D pro uct GontroQn' �1'�� LOCK STILE AT4TRACKJAMB TJH 08-00875 D 7�NAL EN`` ScuE NTS DATE 10/13/09 SHIL714 OF 27 ++I+Ilillitt REVISIONS REV DESCRIPTION DATE APPRWED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 80 48 SEE NOTE 6 5 SHT. 14 n TI n 91 20 57 15 71 INTERIOR Sa 64 32 17 ' 59 63 41 51 42 21 57 66 INTERIOR EXTERIOR 5t O 27 41 SEE NOTE SHT. 14 EXTERIOR 71 48 HEAD n 49 SILL ILfI 64 51 SEE SHEETS 7 & 7A 33 OR 34 53 35 OR 36 63 37 OR 34 OR 36 18 OR 19 63 SILICONE SEALANT 67 49 SEE NOTE 57 57 69 81 62 SECTION E SHT, 14 SECTION C LOCK STILE AT 5 TRACKJAMB 5 TRACK FRAME SYSTEM WITH 3'SILL RISER SHOWN,ALL SILL RISERS MAYBE USED SIGNED:06/21/2018 75DO AMSTERDAM SEE D.P.TABLE SHEETS 7 8 7A WinDoor ORL.ANDO,FL328322 DRIVE ,o���sR!Lo ' 1NCORPORATIRM IR'°°`im�iet�.oms� www,wlndoodncmm �• •VtO�SF•••.S �� . PRODUCT REVISED — No,62514 as complying with the Florida 8100 SERIES LMI *_ Building Code REINFORCED & NON—REINFORCED —*i NOTE: Non-No. 17-1219.09 VERTICAL AND HORIZONTAL CROSS SECTIONS ST ^� SEE SHEETS 20, 20A, 21, 21A, 22, 22A AND 23 FOR TYPICAL Expiration 03131/2021 ��O STATEOF ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC DRAwN: DWO NO. REV ���;•.,aLORiQP;=G��� SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. Miami-Dada Productcontrol TJH08 5075 D EaTE NTS 10/13/09 14A OF 27 REVISIONS BD REV DESCRIPTION DATE APPROVED 51 42 22 26 30 D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. zs 2s 32 59 54 21 71 INTER/0A � Ba INTERIOR 26 ss 3z � 54 71 INTERIO56 7151 42 45 / 66 . EEREIN. NOT SHT. 15 EXTERIOR 23 EXTERIOR SECTION R SECTION P NONREINFORCED INTERLOCK STILE TO NON-REINFORCED INTERIOR FIXED BUTT STILE TO LOCK NONREINFORCED INTERLOCK STILE STILE 71 51 42 25 45 66 SEE REIN. NOTE SECTION SHT. 15 NON-REINFORCED MALE BUTT STILE To SEEREIN. NOTE INTERIOR NON-REINFORCED LOCKING BUTT STILE SHT, 15 80 21 66 45 25 7125 46 SEE NOTE g3 32 21 41 52 71 INTERIOR INTERIOR SHT. 15 58 32 26 21 52 44 Q �� Q EXTERIOR SECTION S EXTERIOR NON-REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE EXTERIOR EE REIN. NOTE SEE NOTE HEAR 48 45 66 SHT' 15 SHT. 14 SECTION U SILL 49 NONREINFORCED INTERIOR FIXED BUTFSTILETO PLAIN STILE SIGNED:06/21/2018 7500 AMSTERDAM DRIVE \`11111111111 rLh��e 54 26 32 58 HEAD 48 SEE NOTE WinDoor ORLANDO,FL 3M32 J�$.........`9 SHT. 14 PRODUCT REVISED TNCORPORATHD `�'1awaewiadootincmm 'VGENSF t1' SILL 49 as complying with the Florida SECTION 0 Building D = No.M514 1,10"o. 17-1219.09 8100 SERIES LMI LOCK STILE TONON-REINFORCEDEXTERIORFXEDBUTTSTILE REINFORCED & NON—REINFORCED Expiration Da 3!3112021 HORIZONTAL CROSS SECTIONS Y Miaml-0 Protluct Contra DRAWN: DW C N0. .FCORiDP TJH SCALE NTS 0.4TE 10/13/09 08-00875516 OF 7 O �ssfit NAL11`�� REVISIONS REV DESCRIPTION DATE APPROVED 7 15 57 20 D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. SEE NOTE 48 11 20 57 15 SHT. 14 17 17 63 63 43 68 gg ............. I0- 41 EXTERIOR 43 INTERIOR 63 INTERIOR EXTERIOR 18 OR 19 71 71 53 52 51 63 53 57 63 SEE SHEETS 7 & 7A 63 9 33 SEE SHEETS 7 & 7A OR 34 34 OR 33 35 OR 36 18 OR 19 10 36 OR 35 37 37 %SEALAMNT NE SILICONE SEALANT 67 49 SEE NOTE 57 57 13 14 62 67 SHT. 14 SECTION AA SECTION BB 3 TRACK FRAME SYSTEM 4 TRACK FRAME SYSTEM SEE D.P.TABLE SHEETS 78 7A SEE D.P.TABLE SHEETS 7&7A SIGNED:08/21/2018 D WinDoor ORLANDO,I�FL3283� `, SR.L04t INCORPORATED ,mT°A,°�J0 t113.O11DdOU11f1GCOm �+:''JCENSF••.S PRODUCT REVISED : No.62514 complying with the Florida 8100 SERIES LMI Bullaing code REINFORCED & NON—REINFORCED NOA-No. 17-1219.09VERTICAL =•D: ,lars�i LYS CROSS SECTIONS Expiration Date 03r31r2021 ^�O STATE OF �j DRAWN: DWG N0. Mia. oProductControl SCALE NTS DATE 10/13/09 08-0087SHEET 17 OF 27 REVISIONS SEE NOTE SEE NOTE aEv DESCRIPTION DATE APPROVED SHT. 15 SHT. 14 D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 8 27 47 65 26 83 64 12 SEE NOTE 85 SHT. 14 57 ' 64 84 58 21 44 52 INTERIOR 64 84 59 27 32 IOR SEE NOTE EXTERSHT. 14 85 85 71 25 45 66 48 HEAD 42 51 71 SECTION EE 49 SILL sa INTERIOR PLAIN STILEAT3TRACKJAMB SEE NOTE SHT. 14 32 80 64 a 59 12 71 INTERIOR 54 57 EXTERIOR 64 64 32 SECTION Z • FIXED PANEL AT4 TRACKJAMB 52 44 21 57 27 �VT,Y SIGNED:06121/2018 WinDoor ORLANDsO,FL32B32 Tvrs 9����'. INCORPORAT'F.D ,MA°, wvv windoodacmn, �:'1}OEN3�e'•;151 64 PRODUCT REVISED M, as comp)yIng with the Florida No.62614 ' su6dia9 Godo 8100 SERIES LMI _ r Noa No. EXTERIOR 17-1219.09 REINFORCED & NON-REINFORCED 7k'r"` 48 HEAD Expiration Oate 03(37/2021 HORIZONTAL CROSS SECTIONS SEE NOTE SECTION Vp STATe OF SHT. 14 49 SILL By DRAWN: DWO N0. REV i�`S(.••;F(OR10P. \_� LOCK STiLEAT9TRACKJAMB Miami-Da roduetcontrol TJH 08-00875 D 'i+S` "•••••' �G� scuE NTS DATE 10/13/09 SHEET 18 OF 27 101M 1F_0 1E11`` REVISIDNS REV DESCRIPTION DATE APPROVED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. SEE NOTE 48 SHT. 14 20 57 15 5 6 64 17 63 59 68 41 n n n n n 41 SEE NOTE 27 I�f I4JI I`fl X11 JI Ill! SHT. 14 85 42 51 71 INTERIOR 84 EXTERIOR INTERIOR 71 32 U LJ LJ LJ 51 64 59 53 EXTERIOR 63 57 63 SEE SHEETS 7 & 7A 64 34 OR 33 18 OR 19 36 OR 35 37 SILICONE SEALANT 67 49 SEE NOTE57 57 69 81 62 SHT. 14 SECTION z SECTION BS FIXED PANEL ATS TRACKJAMB 5 TRACKFRAME SYSTEM SEE D.P.TABLE SHEETS 7&7A SIGNED:06/21/2018 7500 nWD"DRIVE `111111 u 1 ll" WinDoor Ail ORIANDO,FL32832 J�5 RLO� PRODUCT REVISED INCORPORATED w, ao1y�y'y�00 —viodoo—om •' 1,10E1JSP .s as comp)yIng with the Florida Building Code 8100 SERIES LMI _ No.62514 Non-Ne. 17-1219.09 REINFORCED & NON-REINFORCED Expiration Dat 313112021 VERTICAL AND HORIZONTAL CROSS SECTIONS 5T By STATE DRAWN: DWG NO. REV i Miami-Da a Product Control TJ H 08-00875 D '��ss+' �D�•aG`�� SCALE NTS DATE 10/13/09 1 SHEET 18A OF 27 REVISIONS " PEV DESCRIPTION DATE I APPROVED 58 30 22 26 71 D REVISED PER NEW REOUIREMENTS 11/30/,17 R.L SEE NOTE 25 83 32 26 21 52 44 56 INTERIOR �rr ; SEE REIN, NOTE SHT. 15 58 30 66 22 26 46 71 SEE NOTE SH* 14 EXTERIOR 47 65 25 83 32 26 21 52 44 56 SECTION DD INTERIOR SEE NOTE 48 HEAD NON-REINFORCED FIXED PANEL SHT. 14 4g SILL TO FIXED PANEL AND INTERLOCK / " iLL Lj EXTERIOR SECTION CC SEE NOTE JHEAD REINFORCED FIXED PANEL SHT. 14SILL TO FIXED PANEL INTERLOCK SIGNED:06/21/2018 �'(��,.,,7"� 7500 AMSTERDAMDRIVii W 1111) �� ORLANDO,FL 32832 41,q PRODUCT REVISED INCORPORATEDr�AAKX uu",windoo>iaGcons �•:''UCFJdsg'••.S as comp)ying with tho Florida 8100 SERIES LMI No.02514Bui _ NOA-Noding Gode REINFORCED & NON-REINFORCED *; NOA-No. 17-1219.09 - Expiration Da 3!31/2021 HORIZONTAL CROSS SECTIONS DRAWN: DWG N0. flEV 0.•' STATE OF 0Y �i� Mia productconerol TJH 08-00875 D AS ISCAIE NTS DATE 10/13/09 SHEET i 9 OF 27 �''r..�N..I II,`� ` 2 1/2" MIN. 2 3/8" MIN. REVISIONS I` EDGE DIST. SEPARATION MASONRY/CONCRETE BY OTHERS REV DESCRIPTION DATE APPROVED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 1X BUCK BY OTHERS, ' 1X BUCK TO BE C• 4 1 1/4" MIN. PROPERLY SECURED 4 EMBEDMENT (SEE NOTE 2 SHT. 1) 1 1/4" MIN. 1/4" MAX. �- EMBEDMENT SHIM 1/4" ELI 1/4'•MAX. CRETE-FLEX SS I I li SHIM SEE NUMBER OF ANCHINTERIOR BACKER ROD AND REQUIRED AT JA :Q APPROVED SEALANT PER TABLE SHEETS B BY OTHERS 1/4" ELCO � CRETE-FLEX 2 3/ EXTERIOR SS4 SEPA ll U WDINTERIOR EXTERIOR 2 1/2" MIN. FASTENER HEADS EDGE DIST. 4 TO BE COVERED Q WITH APPROVED SEALANT 1X BUCK BY OTHERS, BACKER ROD AND 1X BUCK TO BE APPROVED SEALANT PROPERLY SECURED BY OTHERS (SEE NOTE 2 SHT. 1) 2 TRACK FRAME JAMB INSTALLATION 1/4" ELCO FASTENER HEADS 1X BUCK TO MASONRY/CONCRETEINSTALLATION. CRETE-FLEX TO BE COVERED SS4 WITH APPROVED NOTE: SEALANT CONCRETE SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN. SILL TO BE SET ANCHORAGE SIMILAR FOR 3 TRACK AND 4 TRACK SYSTEMS. SEE N BED OF APPROVED SHEET 10 FOR O.C. ANCHOR SEPARATION. SEALANT OR NON-SHRINK GROUT �_ 2 TRACK WITH 3" SILL RISER SHOWN 3 TRACK. 4 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. 1 1/4" MIN. TABLES SHEETS 7 & 7A. o c EMBEDMENT SIGNED:06/21/2015 MASONRY/CONCRETE v BY OTH ERS7500 AMSTHRDAM DRIVL+ `��t11 j 171111 W inDoor ORLANDO,FL 32832 `�J�SR.•L0 f'l INCORPORA.TP.D vn�=an.ulaao .4;•'VC6NS.''•,S' 2 1/2" MIN. 2 3/16" MIN. PRODUCT REVISED w..�oT.�navd wux•wlodoovocmm EDGE DIST. SEPARATIONa mplying Ndth the Florida No.62514 eunaing Code 8100 SERIES LMI 0 N01Ne. 17-1.19.09 REINFORCED & NON-REINFORCED *= Explrattoo oats 0313112021 INSTALLATION DETAILS ��'• �� 2 TRACKFRAME VERTICAL INSTALLATION tU�� DRAWN: DWC N0. REV T MASONRY/CONCRETE INSTAUA710N mWml- bproduct control TJH 08-00875 p '�i��,sS• OR10P.•NG`\ SCALE NTS I DATE 10/13/09 1 SNEEr20 OF 27 2 1/2" MIN. MASONRY CONCRETE RLMSiDNS 4 3/4" SEPARATION 4 3/4" SEPARATION / EDGE DIST. BY OTHERS REv DESCRirnON DATE I PROVED 1X BUCK BY OTHERS, C D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 1X BUCK TO BE p PROPERLY SECURED EMBEDMENT 1 1/4" MIN. 1/4- MAX. (SEE NOTE 2 SHT. 1) EMBEDMENT /SHIM �- SEE NUMBER OF ANCHORS1/4" ELCO REQUIRED AT JAMBS 11 CRETE-FLEX 1/4"MAX. PER TABLE SHEETS 8 & 9 SS4 SHIM BACKER ROD AND APPROVED SEALANT BY OTHERS FASTENER HEADS 1/4" ELCO TO BE1E COVERED CRETE-FLEX 4 27/32" WITH APPROVED SS4 SEPARATION SEALANT n n n n n n its INTERIOR EXTERIOR V tJ 11 4J L! 4J INTERIOR < Q EXTERIOR 4 21/32" 1X BUCK BY OTHERS, SEPARATION G 1X BUCK TO BE d PROPERLY SECURED 1/4" ELCO (SEE NOTE 2 SHT. 1) CRETE-FLEX SS4 FASTENER HEADS TO BE COVERED BACKER ROD AND WITH APPROVED 4 APPROVED SEALANT SILL TO BE SET SEALANT BY OTHERS IN BED OF APPROVED 2 1/2" MIN. SEALANT OR NON-SHRINK GROUT EDGE DIST. ca 5 TRACK FRAME JAMB INSTALLATION 4 MASONRY/CONCRETE 1X BUCK TO MASONRY/CONCRETE INSTALLATION p v a � BY OTHERS SIGNED:06/21/2018 2 1/2" MIN. 1=:74 15 32" 4 13/16" SEPARATION / ��7� EDGE DIST. SEPARATION W1111Joor 7500 ORIIINDOFLU3282E J�51R!LO '��ii PRODUCT REVISED INCO---ORATRO w�ar�eitos ov�swiodooracmm Vr V4C��•••;s 5 TRACK FRAME VERTICAL INSTALLATION ac complying with the Florida MASONRY/CONCRETE INSTALLATION Bulldl"¢cad' 8100 SERIES LMI N0.fi251� NCA-No. 17-1219.09 REINFORCED & NON-REINFORCED Expiration Date 03/3112021 INSTALLATION DETAILS •9 STATE OF C(� BY DRAWN: DWC N0. REV ... •;FCORIDt;.•'G\�� Minmi Da roduct control TJH 08-00875 D X11 . ' S�NTS DATE 10 13/09 SHEET20A OF 27 �''is��NAL1E��` 1" MIN. 4 3/4" SEPARATION REVISIONS EDGE DIST. flEV DESCRIPTION DATE APPROVED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED 1 5/8" MIN. (SEE NOTE 2 SHT. 1) EMBEDMENT 1 5/8" MIN. 1/4" MAX. EMBEDMENT SHIM DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS. 2X #14 WOOD SCREW WOOD SCREW TO BE PROPERLY BACKER ROD AND SHIM SECURED APPROVED SEALANT (SEE NOTE 2 SHT. 1) BY OTHERS FASTENER HEADS #14 WOOD SCREW TO BE COVERED WITH APPROVED 4 3/4" SEALANT SEPARATION INTERIOR EXTERIOR INTERIOR 1" MIN. T 11 EDGE DIST. 771- EXTERIOR SEE NUMBER OF ANCHORS 3TRACKFRAMEJAMBINSTALLATION REQUIRED AT JAMBS 2XBUcKIWOODFRAME INSTALLATION., PER TABLE SHEETS 8 & 9 J14 WOOD SCREW NOTE: 2X BUCK/WOOD FRAME SUBSTRATE INSTALLATION FOR 3 FASTENER HEADS TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND 4 SILL TO BE SET TO BE COVERED TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR IN BED OF APPROVED WITH APPROVED SEPARATION. SEALANT OR SEALANT NON-SHRINK GROUT 3 TRACK WITH 4 1/4" SILL RISER SHOWN 2 TRACK, 4 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A. DOUBLE 2X BUCK/WOOD SIGNED:O6/21/2018 FRAMING BY OTHERS. 2X 1 5/8" MIN. �Ijj1111II BUCK TO BE PROPERLY EMBEDMENT W 75��� D R ����, /'// SECURED Y1' �0 ORLANDO,FL32832 `.JAS;.....••!. // (SEE NOTE 2 SHT. 1) PRODUCT REVISED INCORPORATED �1ANAW p �, , doc �m .� V:'............ CENS(x•-.E9 11 as complying with the Florida No.82514 Building Code 8100 SERIES LMI NOA-No. 17-1219.09 REINFORCED & NON-REINFORCED 1" MIN. 4 9/16" SEPARATION E:plra0onDo 0313112021 INSTALLATION DETAILS EDGE DIST. 'O '• STATE ` By DRAWN: IWC N0. REV FCORIO 3 TRACK FRAME VERTICAL INSTALLATION mlamF Da redact Control TJH 08-00875 D %;cA95.......... 2X BUCKIWOOD FRAME INSTALLATION \ SCALE NTS DATE 10/1.3 SHEE721 OF 27 /'/r�ONA1 1`��N` Ar I" MIN. 1 4 3/4" 1 4 3/4" REVISIONS EDGE DIST. SEPARATION SEPARATION REV DESCRIPTION DATE APPROVED DOUBLE 2X BUCK/WOOD D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1 5/8" MIN. (SEE NOTE 2 SHT. 1) EMBEDMENT 1 5/8" MIN. 1/4" MAX. J EMBEDMENT SHIM 1/4" MAX. 4 WOOD SCREW BACKER ROD AND SHIM APPROVED SEALANT 'BY OTHERS #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED INTERIOR 4 27/32„ SEALANT ILLA SEPARATION OU 11 4J n n INTERIOR 4J 11 4J ll �J DOUBLE 2X BUCK/WOOD Q EXTERIOR (� 0 FRAMING TO BE PROPERLY ILJ� (SEE NOTE 2 SHT. 1) SEE NUMBER OF ANCHORS J14 WOOD SCREW SEPARATION REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS EXTERIOR SILL TO BE SET TO BE COVERED IN BED OF APPROVED WITH APPROVED BACKER ROD AND SEALANT OR SEALANT APPROVED SEALANT NON—SHRINK GROUT BY OTHERS 1" MIN. DOUBLE 2X BUCK/WDOD EDGE DIST. FRAMING BY OTHERS, 2X 1 5/8" MIN. BUCK TO BE PROPERLY EMBEDMENT SECURED 5 TRACK FRAME JAMB INSTALLATION (SEE NOTE 2 SHT. 1) I ��]JyT 2XBUCK/WOODFRAME INSTALLATION, SIGNED:0612112018 1" MIN. 4 13/18" T 4 15/32" y� fiaDoor OORL,ANDO FL SERDAM D P `�'����eJR.NtIll!LO,�����i� EDGE DIST. SEPARATION SEPARATION INCORPORATED �d07"8f�o S� VJ'' B s�! PRODUCT REVISED w�/aueT.ays aww.vdodoodnc.com 5 TRACK FRAME VERTICAL INSTALLATION as complying with the Florida Bending code 8100 SERIES LMI ; No.e2514 2XBUCK/WOODFRAME INSTALLAT70JV NOA-No. 17-1219.09 REINFORCED & NON—REINFORCED �Cr'•. Fxpimtion Date 03131/2621 INSTALLATION DETAILS By DRAWN: DWC NO. REV STATE OF Miami-0 rodu t Control08-00875 i •••�OR1O�;. �j\?� scAEE NTS DATE 10/13/09 s�21A OF 27 D ���SS;�NAL""'�` 1" MIN. REVISIONS 7 1/8" SEPARATION —{ EDGE DIST. I REV DESCRIPRON DATE APPROVED DOUBLE 2X BACKED D REVISED PER NEW REOUIREMENT5 11/30/17 R.L. 20GA. STEEL FRAMING BY OTHERS 1 5/8" MIN. (SEE NOTE 2 SHT. 1) 1 5/8" MIN. EMBEDMENT 1/4" MAX. EMBEDMENT SHIM DOUBLE 2X BACKED 20GA. STEEL FRAMING #14 WOOD SCREW BY OTHERS (SEE NOTE 2 SHT. 1) SEE NUMBER OF ANCHORS 1/4" MAX. REQUIRED AT JAMBS BACKER ROD AND SHIM PER TABLE SHEETS 8 & 9 APPROVED SEALANT BY OTHERS FASTENER HEADS TO BE COVERED WITH APPROVED #14 WOOD SCREW SEALANT n nINTERIOR V 4J 7 1/8" SEPARATION Q ttttii[9 EXTERIOR INTERIOR a EXTERIOR aa0 BACKER ROD AND APPROVED SEALANT 1" MIN. BY OTHERS EDGE DIST. -� 4 TRACK FRAME JAMB INSTALLATION #14 WOOD SCREW WOOD BACKED 20 GAL STEEL STUD INSTALLATION. FASTENER HEADS NOTE: TO BE COVERED WOOD BACKED 20 GA. STEEL STUD SUBSTRATE INSTALLATION FOR 4 SILL 70 BE SET WITH APPROVED TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND 3 TRACK IN BED OF APPROVED SEALANT SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR SEPARATION. SEALANT OR NON-SHRINK GROUT 4 TRACK WITH 3" SILL RISER SHOWN 2 TRACK, 3 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A. DOUBLE 2X BACKED 20GA STEEL FRAMING 1 5/g" SIGNED:06/2!/2018 SEE NOTE 82 SHT ERS MIN. 7500AMSTLRDAMDRIVL �•J�SRILQ,��i�i ( ) EMBED WinDoor OXANDO,FL 32832 �. �,R. Qtf INCORPORATED u;mAn av go,,a,, �m �;' �� '•s PRODUCT REVISED � '•, s complying with the Florida o,62511 Building Code 8100 SERIES EI �,/•`/// 1" MIN. 6 75/16" SEPARATION tJOA�to. 17-1279.09 REINFORCED & NON-REINFORCED -*; EDGE DIST. INSTALLATION DETAILS Frcpiratlon D e 03/31/2021 '� STAiE Dy DRAWN: DWC NO. Rte' iO��''•:FCORIOt;.%G\?� 4WOODBACDZOFRAME GA.SRTEE�S7UDNSTALLAPTOION Miam adoFroductcontrot SCALE NTS DATE 10/13/09 08SO�T22 OF 27 D ����SS;ONAt1E �`� i 1" MIN. 14 3/4" 14 3/4" REVISIONS EDGE DIST. SEPARATION SEPARATION REV DESCRIPTION DATE APPROVED DOUBLE 2X BACKED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 200A. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) EMBEDMENT 1 5/8" MIN. EMBEDMENT 1/4" MAX. DOUBLE 2X BACKED SHIM 20GA, STEEL FRAMING X14 WOOD SCREW BY OTHERS BACKER ROD AND 1/4" MAX. (SEE NOTE 2 SHT. 1) SEE NUMBER OF ANCHORS ANT SHIM REQUIRED AT JAMBS APPROVED SEALPER TABLE SHEETS 6 & 9 BY OTHERS ANT FASTENER HEADS TO BE #14 WOOD SCREW WITH APPROERED ED 4 27/32" SEALANT SEPARATION 1En.. n INTERIOR INTERIOR Q EXTERIOR u u a 4 21/32" SEPARATION #14 WOOD SCREW E RA d FASTENER HEADS EXTERIO TO BE COVERED SILL TO BE SET WITH APPROVED IN BED OF APPROVED SEALANT BACKER ROD AND SEALANT OR APPROVED SEALANT NON—SHRINK GROUT 1" MIN: BY OTHERS EDGE DIST. DOUBLE 2X BACKED 20GA. STEEL FRAMING 1 5/8" 5 TRACK FRAME JAMS INSTALLATION BY OTHERS MIN. WOOD BACKED 20 GA.STEEL STUD INSTALLATION (SEE NOTE 2 SHT. 1) EMBED SIGNED:06/21/201 B 1" MIN. 4 13/16" T 4 15/32" �— ���ffff'���� 7500AMSERDAMDRIVE+ ``�tUiwt��f EDGE DIST. SEPARATION SEPARATION `�] ` �`J�e�R.LQ�q'i��i W� 0 or ORLANDO,FL 32832 � 5 TRACK FRAME VERTICAL INSTALLATION PRODUCT REVISED INCORPORATED IZAi awrvw0do0dnccom �..;v1aF�sF'';S WOOD BACKED 20 GA.STEEL STUD INSTALLATION ascomplyingwith the Florida $100 SERIES LMI Budding Code �0(812M114//// Noa-No. 17-1219.09 =* /�R'�" /"' "• REINFORCED & NON—REINFORCED Expiration Dow 03131/2021 INSTALLATION DETAILS ^� gY DRAWN: DWC NO, REV '��i(�•••• STATE OF ;• .�lJ` Mlam da Product Control �,(�` •• ORIDP..•`•�_� cJALE MTE 08 s00E875 D •,�SS,�NAt1E;,G`• NTS 10/13/09 22A OF 27 Ar REVISIONS REV DESCRIPTION DATE APPROVED ' D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 1 1/4" MIN. EMBEDMENT 1 5/8" MIN. 1/4" MAX. 1 5/8" MIN. 1/4" MAX. 1/4" MAX. EMBEDMENT SHIM EMBEDMENT SHIM SHIM �- DOUBLE 2X BUCK/WOOD � 1/4" ELCO 1" MIN. FRAMING BY OTHERS. 2X 1" MIN. CRETE-FLEX EDGE DIST. BUCK TO BE PROPERLY EDGE DIST, SS4 SECURED (SEE NOTE 2 SHT. 1) 1X BUCK BY OTHERS. c 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 2 /4 DIST. ED #14 WOOD SCREW #14 WOOD SCREW 0 INTERIOR DOUBLE 2X BACKED 20GA. STEEL FRAMING INTERIOR INTERIOR BY OTHERS MASONRY/CONCRETE �I �! �i (SEE NOTE 2 SHT. 1) BY OTHERS EL EXTERIOR EXTERIOR EXTERIOR POCKET NOOK STRIP POCKET HOOK STRIP POCKET HOOK STRIP WOOD BACKED 20 QA.STEEL STUD INSTALLATION 2X BUCKIWOOD FRAME INSTALLATION MASONRY/CONCRETE INSTALLATION SIGNED:06/21/2018 WinDoor 7OR AND'O,FLAMDRIVL `,,J\StR�o",,,,, INCORPORATED I—4MAe9900 V;•ttCeA1sF'••,S PRODUCT REVISED wo+mAetavd _._.doodn=m as complying with the Florida T No.82514 Buitaing code 8100 SERIES LMI ^,* *_ Now No. 17-1219.09 REINFORCED & NON-REINFORCED - F�rplratlon D 3131!2021 INSTALLATION DETAILS =gyp srateoF :'kr�: 0y DRAWN: DWC NO. REV i T�'•..FLORIDP;, \_� Miami-bade Product Control TJH 08-00875 D SCAEE NTS DATE 10/13/09 sNEE 23 OF 27 rrnllnit 1 1/4" 9 11/32" 1 REVISIONS LI�1 5/32" REV DESCRIPRON DATE APPROVED 23/32"0 0 D REVISED PER NEW REOUIREMENTS 11/30/17 R.L. 1 3/4" ._II II 3z PANEL STILE a s/a" • JAMB INSERT 4 TRACK FRAME HEAD ALUMINUM 6063-T6.075"THICK 1 9/16" �•- 11 I ALUMINUM 6063.76.075'THICK I 27/32" 9 27/32" 3/L8_ 3/4 9 3/16" 15 FRAME HEAD INSERT 4 1/8" 3 1/2" ALUMINUM 6063-T6.060'7NlCK 1 1/2" {�2 3/8- 11/16' 23/32"� uAd 13 4 TRACK SILL PAN7 BUMPER 23 FEMALE BUTT STILE 17 TOP RAIL ALUMINUM 6063-T6.075"THICK EXT.OFFSET ALUMINUM 6063.76.080"THICK 9 3/32„ JAMB INSERT ALUMINUM 6063-T6.060"THICK ALUMINUM 6063-T6.060'THICK 4 3/4" 4 3/16" 13/16" 15/16" 1 9/16" - t 2 4 TRACK FRAME JAMB ALUMINUM 6063-T6.075"THICK 1 a 4 TRACK SILL INSERT —� ALUMINUM 6063-T6.0751 THICK 1 9/16" i1 19/32" Imo—3 1/2" 4 1/8" 4 3/16" 3 29/32- INTERLOCK 9/32"ITERLOCK r SNAP.COVER ALUMINUM 6063-T6.051"THICK 2 13/16" 3 9/32" —� 9/16" L FEMALE BUTT STILE 18 BOTTOM RAIL G7 24 MALE BUTT STILE 25 ALUMINUM 6063-T6.0801 THICK 9/32"T 7 1/2" EXT.OFFSET INT.OFFSET 28 PLAIN STILE 40 HOOK STRIP ALUMINUM 61763-T6.080"THICK ALUMINUM 6063-T6.080*THICK INTERLOCK WALL MOUNT SIGNED:06121120 IS ALUMINUM 6063-T6.075'THICK ALUMINUM 6063-T6.075*THICK ,�7� _ 2 23/32' W J111JOO� OORLANDO�RDAMDRIVL+ �y] R I14 / PRODUCT REVISED INCORPORATED p^°"° �Ieaao %.. �.1O�sB''•.s as complying with the Florida F. .481M w .windo=in cote `` Building Code 32" 31 Z .837 / NOA-No. 17-1219.09 8100 SERIES LMI No.62514 9/16 Expiration Da 313112021 REINFORCED & NON-REINFORCED 38 r 39 HOOK STRIP By COMPONENTS 3TA1E w O HOOK STRIP WALL COVER 19 miamwa a Product Control DRAWN: DWG NO. REV FtoR1O1. TALL BOTTOM RAIL 'mac` ' ALUMINUM 6063-T6.080'THICK TJH 08-00875 D 'i Sy,•"••••••' ALUMINUM 6063-T6.075'THICK ALUMINUM6063-76.060"THICK scaLE HATE SHEET NTS 10/13/09 25 OF 27 4nnn+1 3 1/2" 1 5/8" REVSIONS '-'� 1 3/4" �`" REV DESCRIP'iION OAIE APPROVED 1' 7 1 3/4" 7/16" 1 D REVISED PER NEW REOUIREMEMS 11/30/17 R.L. 2 5/16T 2 19/32" T— 1/8- 16 /8"T 2 23/32" qt 9/i6"HORIZONTAL 13/16- O GLASS STOP �- / _L�--f-13/16" 22 INTERLOCK STILE ALUMINUM 6063-T6.070"THICK .424" a ALUMINUM 6063-T6.080"THICK 76 BOXSCAEEN 1 21/32" � 1 3/4" .84 3 1 2" 73 MTS TOP/BOTTOM RAIL _�r1 � � 2 1/4" / ALUMINUM 6069-76.062°THICK STILE T ALUMINUM 6063-T6.060"THICK 1 5/32 �- 1IC J 33 13/4"SILL RISER 1 3/4" 1 5/8" q4 LASS TO ALUMINUM 6063-T6.060"THICK 1. TFE9� F, GLASS STOP �. 13/16 34 21/4"SILL RISER ALUMINUM 6063-T6.20'THICK ALUMINUM 6063-T6.060'THICK 2 19/32" 7/32"- 1( / 3 J�I ---r 13/16" 21 LOCKSTILE f r �` ALUMlNUM6063TB.OBO°THICK 2 3/4" 73 1 BOX 7 1/81.7 � z.s� E7 STILE 43 I"HORIZONTAL 3 1/2 1/8.. ALUMINUM 6063-T6.062'THICK GLASS STOP 1/8" 2 5/32" 72 MT SCREEN1 1/2" I-- ALUMINUM 6063-T6 20'TFIICK @ 3"SILL RISER TOP/BOTTOMRAIL J_j ALUMINUM 6063-T6.060"THICK ALUMINUM 6063-T6.060'THICK 1 21/32" 1 3/4" �+ 1 3/32" � �13/16" O47 FEMALE BUTT STILE I Q 7/16" 36 3 1/2"SILL RISER REINFORCING BAR t/a"T ALUMINUM 6063-T6.060"THICK ALUMINUM 6005-T5.125'THICKT7g BOX SCREEN 42 —{ 2 11/32„ ASTRAGAL 9116"VERTICAL 1 7/16" 2 1/2" ALUMINUM 6063-T6.050,THICK GLASS STOP 2'841 1 5/32" 1 23/32" ALUMINUM 6063-T6.070"THICK 4 1/4- 5/32" 1 23/32.' 3/8• 5/32" � 1 5/32. ' 1 15/32" i ' 2 3/32" �- t/8.. 3/8" 1 9/16 1/2""1 -I 1 29/32" �- 74 MT SCREEN T_ 1/4"7 J75- STILE W/SEAL @ MT SCREEN 4s INTERLOCK ALUMINUM 6063-T6.060'THIOK %000 BUTT STILE 75 BOX SCREEN 37 4 114 SILL RISER ASTRAGAL REINFORCING BAR REINFORCING BAR SWEEP ALUMINUM 6063-T6.060'THICK ALUMINUM 6063-T6.060'THICK ALUMINUM 6005-T5.168'THICK - ALUMINUM 6061-T6.375"THICK ALUMINUM 6063-T6.060'THICK 27/32 �- 12" -{ 1/2" SIGNED:06121120 IS 7500 AMBTSRDAM DRIVL+ \`\� 0.201" WinDoor ORLANDO,FL 32832 5 R'LO TTP. 6x o 0 17m.QTABIVA �N.•• �..M,q PRODUCT REVISED INCORPORATF.D �;•'' SF''•S �. as eom 1 Iny with the Florida rm,oTAetmts waw•windoodnc.mm 2 1/8" Building Code _` '• No.82514 ..No. 17-1219.09 8100 SERIES LMI REINFORCED & NON-REINFORCED ExPlratlon 03/31/2021 COMPONENTS 3/8"� 2" 2" 1" BY DRAWN: DWO NO. REV '�O,p'• STATE OF :'40W� 85 FIXED PANEL Z-CLIP Miami-Dade Product Control DRAWN 08-00875 D 6063-716ALUM-050'THICKSCALENTS DATE 10/13/09 SHE �ONAt1 E'26 OF 27 �'�� t��` i REVISIONS REV DESCRIPTION DATE APPROVED 1 1/4" D REVISED PER NEW REQUIREMENTS11/30/17 R.L. 11 23/32° 1 3/4" O5 5 TRACK FRAME HEAD ALUMINUM 6063-T6.075°THICK 12 7/32" 11 9/16" 3/4" I 1 1/2"�— T— 69 5 TRACK SILL PAN ALUMINUM 6063-T6.125°THICK 11 15/32" I O5TRACK FRAME JAMB 15/16^ 13/16- ALUMINUM 6063.76.075"THICK 5 TRACK SILL INSERT --� 81 ALUMINUM 6063-T6;125°THICK I SIGNED:06/21/2018 WinDoor ORLANNDC�AMDxIv> PRODUCT REVISED INCORPORATEr) 32832 iOeinw wvv.wJndooanccom �' � 's �% as eompl Ing with the Florida 5 eullding Code No.62514 Non-No. 17-1219.09 8100 SERIES LMI REINFORCED & NON-REINFORCED Expiration Da 0313112021 COMPONENTS _ ��• STATE OF :• � Fl DRAWN: DWC NO. REV Mlami-0 a product Control TJH 08-00875' .D i S SCALE DATE SHEET ���/s VIII 1�"``` NTS 10/13/09 27 OF 27 AFL