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WinDoor, 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 "8100" Aluminum Sliding Glass Door W/WOReinforcemmts-S.M.I. APPROVAL DOCUMENT: Drawing No. 08-00878, titled "8100 Series SMI: 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 11/30/17, 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: Small Missile Impact Resistant LIMITATION: 1. 34/2" sill riser item # 36(sheets 1 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 bung 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 # 15-0723.10 and consists of this page 1 and evidence pages E4, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P. E.Mm . NOA No. 174219.07 MtAMI•DADE COUNTY Expiration Date: March 31, 2021 ° ' ) Approval are: July 26, 2018 Page 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. 10-0209.13) 2. Drawing No. 08-00878, titled "8100 Series SMI: 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) Small 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-210-35734 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. 104209.13) C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC-2014, dated 07/14/15 and last revised on 03/09/16, prepared, signed and sealed by Luis R. Lomas, P.E. 2. Glazing complies with ASTM E1300-04 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 cow", expiring on 11/11/2018. Mang Zhao, P.E. Product Control Examinor NOA No. 17-1219.07 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 FBC-2014, 5th 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. 12-0130.14, issued to Continental Glass Systems, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on 04/09/12 and expiring on 03/31/16. 2. Test Proposal #0&095513 (consolidated) dated 01/15/09, approved by BCCO. (Submitted under NOA No. 104209.13) 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-00878, titled "8100 Series SMI: 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 11/30/17, 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. 174114.14 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 11/11/20180 Sifang Zhao, P.E. Product Control Examinor NOA No. 17-1219.07 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-2 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS L Statement letter of conformance, complying with FBC 611 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. 15-0723.10, issued to WinDoor, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on 04/07/16 and expiring on 03/31/21 a Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1219.09 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-3 120 FF HEIGHT 118 7/16" I MAX. PANEL HEIGHT 108 21/32° MAX. D.L,O, HEIGHT 6" TO WEEP SLOT WEEP SLOT 1 " x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES REINF. �/ 286 1/2" OVERALL TESTED FRAME WIDTH 48" MAX, NOMINAL PANEL, WIDTH RElNF. III, �/REINF. 40" MAX. D.L.O. WIDTH � 8100 SERIES 4'0 x 10'0 SMI SGD TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN, NON- REINFORCE UNIT WITH SILL RISER #3S 8100 SERIES 4'0 x 10`0 SMl NON -REINFORCED SGD 2 TRACK LA 8100 SERIES 4'0 x 10'0 SMI REINFORCED SGD 2 TRACK LAYOUT DESIGN PRESSURE RATING � IMPACT RATING ±70.OPSF SMALL MISSILE IMPACT H 1 4 POCKET WALL 1 UNDER SEPARATE APPROVAL. TO BE REVIEWED ll BY AHJ. _ � � ,� FOR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 REINFORCE UNIT WITH SILL RISER #36AND #37 DESIGN PRESSURE RATING IMPACT RATING � 110.OPSF SMALL MISSILE IMPACT REVISIONS REV DESCRIPTION D REVISED PER NEW REQUIREMENTS DATE 11/30/17 APPROVED R,L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th. EDITON (2017). 2. WOOD FRAMING/1 X OR ZX BUCK, 20 GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING/1X OR 2X BUCK, 20 GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 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. 4. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6 .075" THICK. PANEL MATERIAL: EXTRUDED ALUMINUM 6063—T6 .080" THICK. 5. UNITS MUST BE GLAZED WITH SMALL MISSILE IMPACT SINGLE LAMINATED OR INSULATED LAMINATED GLASS AS SHOWN IN GLAZING DETAILS ON SHEETS 11 AND 12, PER ASTM E1300-04. 6. HURRICANE PROTECTION DEVICES ARE NOT REQUIRED IF THE UNITS ARE USED ABOVE 30 FEET IN HEIGHT IN ANY OR ALL STRUCTURES, 7. APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK, 4 TRACK OR 5 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS. PANEL HEIGHT AND D,L.O. FORMULA PANEL HEIGHT = UNIT HEIGHT — 1 9/16" MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT — 9 1/2" D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1 /2" REWFORCE UMT WITH SILL RISER #36 AND #37 DESIGN PRESSURE RATING IMPACT RATING +72.OPSF SMALL MISSILE IMPACT FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq, FEET. TABLE OF CONTENTS SHEET N0. DESCRIPTION 1 — 6 ELEVATIONS, HORIZONTAL CROSS SECTIONS AND NOTES 7 DESIGN PRESSURE CHARTS 8 — 10 ANCHORING LAYOUT, NOTES AND DETAILS 11 — 12 BILL OF MATERIALS AND GLAZING DETAILS 13 — 19 CROSS SECTIONS 20 — 23 INSTALLATION DETAILS 24 — 27 I COMPONENTS PRODUCT REVISED as complying with the Florida Building Code N OA-No. 17-1219.07 Kpiration D to 03/31/2021 v iami- ade Product Control WinDoor INCORPORATED 75UU AMSTh'RDAM DRIVL; ORLANDC�, FL 32832 Phone: 407.4N1,H4Df1 r�a�: u».artt,nsgs www.windoorinc.com 8100 SERIES SMI REINFORCED & NON —REINFORCED 4'0 x 10'0 PANEL 2TRACK ELEVATIONS DRAWN: DWG N0. REV TJ H 08-00878 D SCALE NTS DATE 1 2/03/09 SHEET � OF 27 SIGNED: 06/19/2018 ;\\l��kiiill(/f//�! � '+S� '. ,..Q '� ',, ,. y h(a, 625'� - �r �Ir " Q � 'STATE OF .� (1,/: 98" MAX. FRAME HEIGHT REVISIONS REV DESCRIPTION DATE D REVISED PER NEW REQUIREMENTS 11/30/17 8100 SERIES 5'0 x 8'2 SMI SGD WEEP SLOT 1 " x .1875" -' TYPICAL ELEVATION EXTERIOR VIEW TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS 1S VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN, 8100 SERIES 5'0 x 8'2 SMI NON -REINFORCED SGD 2 TRACK LAYOUT NON- REINFORCE UNIT WITH SILL RISER #35 DESIGN PRESSURE RATING ( IMPACT RATING ±70.OP$F I SMALL MISSILE IMPACT FOR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 POCKET WALL UNDER SEPARATE APPROVAL. TO BE REVIEWED BY AHJ. NOTE: MAXIMUM AREA OF NOT EXCEED FRAME APPROVED R.L. ALTERNATE SIZES MUST AREA OF 360sq. FEET. 8100 SERIES 5'0 x 8'2 SMI REINFORCED SGD 2 TRACK LAYOUT REINFORCE UNIT WITH SILL RISER #36 AND #37 REINFORCE UNIT WITH SILL RISER #36AND #37 DESIGN PRESSURE RATING IMPACT RATING ±110.0PSF SMALL MISSILE IMPACT FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7A PANEL HEIGHT AND D.L.O. FORMULA PANEL HEIGHT = UNIT HEIGHT - 1 9/16" PRODUCT REVISED MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1 /2" as complying with the Florida D.L,O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2 " Building Code NOA-No. 17-1219.07 Da Expiration #e 03/31/2021 / By DRAWN: Miami -Dade Product Control TJ H DESIGN PRESSURE RATING � IMPACT RATING ±81.3PSF SMALL MISSILE IMPACT FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7A 7500 AMSTERDAM DRIVE W1.nD o o r ORLANDU, FL 32832 INCORPORATED 1l=407,4g10505 WWW.windDorine.com 8100 SERIES SMI REINFORCED & NON -REINFORCED 5'0 x 8'2 PANEL 2TRACK ELEVATIONS DWG N0. REV OS-00878 D SCALE NTS (DATE 12/03/09 'SHEETZ OF 21 SIGNED: 06/19/2018 Lo ��`,��111111ttf/1,i No. 62614 r STATE OF [/�e 1�l, SRONAL ,',t tl 0\\ 290 3/8" OVERALL TESTED FRAME WIDTH 48" MAX. NOMINAL 40" MAX. PANE WIDTH D.L.O. WIDTH V1B3 - REINF. REINF. 120 MAX. REINF, FRAME HEIGHT 118 7/16" / MAX. PANEL o L HEIGHT � 15 15 15 1 A16 U R ♦ T R 40 40 108 21 /32" d 16 Q 16 }( 16 X 16 X X MAX. D.L.O. HEIGHT19 D EE A19 E t � iN l 6" To � � 8100 SERIES 4'D x 1 D'0 SMt SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN, UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL AA SIZE AND USE VERTICAL CONDITIONS AS SHOWN. rAAN�., 8100 SERIES 4'0 x 10'0 SMI NON -REINFORCED SGD 3 TRACK LAYOUT NON- REINFORCE UNIT WITH SILL RISER #35 DESIGN PRESSURE RATING IMPACT RATING +70.OPSF SMALL MISSILE IMPACT FOR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 REVISIONS REV DESCRIPTION D REVISED PER NEW REQUIREMENTS DATE 11/30/17 NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET, WEEP SLOT 1" x TYP. LOCATED AT VERTICAL CENTER .1875" ALL LINES 48 HEAD ,�� 8100 SERIES 4'0 x 10'0 SMI REINFORCED SGD 49 SILL 3 TRACK LAYOUT REINFORCE UNIT WITH SILL RISER #36 AND #37 REINFORCE UNIT WITH SILL FT DESIGN PRESSURE RATING IMPACT RATING ±110.OPSF SMALL MISSILE IMPACT FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.01 Expiration D 03/31/2021 By Miami -Dade Product Control 48) HEAD 49 SILL #36 AND #37 DESIGN PRESSURE RATING IMPACT RATING +72.OPSF SMALL MISSILE IMPACT FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7A 7500 t1M8TERDAM DRIVE WinD o o r ORLANDU, FL 32832 TNCORYORATEIJ a=anaas f)505 } WWW.N=doorine.com 8100 SERIES SMI REINFORCED & NON -REINFORCED 4'0 x 10'0 3TRACK ELEVATIONS DRAWN: DWG N0, REV TJH 08-00878 D SCALE NTS DATE 12/03/09 SHEETS OF Z./ APPROVED R.L. SIGNED: 06/19/2018 a1,1e Iwo No, 62514 i STATE OF OW. ���/1 111100 362 3/8" OVERALL TESTED FRAME WIDTH _ 60" MAX. NOMINAL PANEL WIDTH REINF. g REINF. � 96 7/16" � 13 MAX. PANEL O N HEIGHT % 15 1R « 15 86 21/32 O 16 It O 16 X 16 X FRAME 9 MAX. MAX. D.L.O. FRAME HEIGHT HEIGHT 19 1D4 / 19 1g 6" TO 8100 SERIES 5'0 x 82 SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN, UNLIMITED NUMBER OF PANELS IN APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES .�, SIZE AND USE VERTICAL CONDITIONS 8100 SERIES 5'0 x 8'2 SMI NON -REINFORCED SGD 3 TRACK LAYOUT NON- REINFORCE UNIT WITH SILL RISER #35 DESIGN PRESSURE RATING IMPACT RATING ±70.OPSF SMALL MISSILE IMPACT FOR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 48� HEAD 49) SILL 52" MAX, D.L.O. WIDTH REINF. UNLIMITED CONFIGURATIONS IS NOT EXCEED MAXIMUM PANEL AS SHOWN. REVISIONS REV DESCRIPTION DATE D REVISED PER NEW REQUIREMENTS 11/30/17 NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq, FEET. �- WEEP SLOT 1 " x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES REINFORCE UNIT WITH SILL RISER #36 AND #37 REINFORCE UNIT W/TH SILL RISER #36 AND #37 DESIGN PRESSURE RATING IMPACT RATING ± 110.OPSF SMALL MISSILE IMPACT FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7A i PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Da Expiration ,te 03/31/2021 m HEAD SILL DESIGN PRESSURE RATING IMPACT RATING ±81.3PSF SMALL MISSILE IMPACT SHEET FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE 7A W 7500 AMSTERDAM DRIVE nD o or ORI.ANDU, FL 32832 INCORPORATED F=4M7 81D50 p wwwtwindoo.inc.com Need 8100 SERIES SMl REINFORCED & NON —REINFORCED 5'0 x 8'2 3TRACK ELEVATIONS DRAWN: DWG NO, REV TJH 08-00878 D SCALE N IS DATE 12/0V.�)/Og SHEET4 Or 21 APPROVED R.L. SIGNED: 06/RA Lp 19/2018 }`1�ltlillrll!/r,/ �� 'fir.• ' r.SGEAISfi � •. � �. Ma. 6214 lowerwomba STATE OFG(/�*+ •.'`La tvFk.them G,'s Lvv rjr� s!" NXI � o FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE 7A W 7500 AMSTERDAM DRIVE nD o or ORI.ANDU, FL 32832 INCORPORATED F=4M7 81D50 p wwwtwindoo.inc.com Need 8100 SERIES SMl REINFORCED & NON —REINFORCED 5'0 x 8'2 3TRACK ELEVATIONS DRAWN: DWG NO, REV TJH 08-00878 D SCALE N IS DATE 12/0V.�)/Og SHEET4 Or 21 APPROVED R.L. SIGNED: 06/RA Lp 19/2018 }`1�ltlillrll!/r,/ �� 'fir.• ' r.SGEAISfi � •. � �. Ma. 6214 lowerwomba STATE OFG(/�*+ •.'`La tvFk.them G,'s Lvv rjr� s!" NXI � o 120" MAX. FRAME HEIGHT 286 25/32 OVERALL TESTED FRAME WIDTH _ 48" MAX. PANEL REINF. NOMINAL WIDTH REINF REVISIONS REV DESCRIPTION 40" MAX. I I D (REVISED PER NEW REQUIREMENTS D.L.O. WIDTH REINF. 118 7/16it MAHEIGHT EL % % L N 1 R 1R ♦ 1R 1R ♦ T40 108 21/32" 0 16 0 1 X X 1 X 16 X MAX. D.L.O. HEIGHT i 6" TO 8100 SERIES 4'0 x 10'0 SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN, UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN, $100 SERIES 4'0 x 10'0 SMI NON -REINFORCED SGD 4 TRACK LAYOUT NON- REINFORCE UNIT WITH SILL RISER #35 DESIGN PRESSURE RATING I IMPACT RATING ±70.OPSF SMALL MISSILE IMPACT FDR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 DATE 11/30/17 NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq, FEET, WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES 48 HEAD 8100 SERIES 4'0 x 10'0 SMI REINFORGED SGD 49 SILL 4 TRACKLAYOUT 48 HEAD 49 SILL REINFORCE UNIT WITH SILL RISER #36 AND #37 REINFORCE UNIT WITH SILL RISER #36 AND #37 DESIGN PRESSURE RATING IMPACT RATING FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7A PRODUCT REVISED as complying with the Florida Building C7ode NOA-No. 1 1-1219.07 DESIGN PRESSURE RATING IMPACT RATING ±72.0PSF SMALL MISSILE IMPACT Tt FOR WOOD INSTALLATION iDD1TlONAL SIZES SEE SHEET 7, 1 �..� n 7500 AMSTERDAM DRIVE 1111JORLANDO, FL 32832 IN'C.ORYORATED !smi407481.05 5�D www.windoorine.com Expiration Da 03/31/2021 gy DRAWN: Miami -de Product Control TJH SCALE NTS 8100 SERIES SMI REINFORCED & NON -REINFORCED 4'0 x 10'0 4TRACK ELEVATIONS DWG N0. REV OB-00878 D DATE 12/03/09 !SHEETS OF 27 APPROVED R.L. SIGNED: 06/19/2018 ,N`,��14IIItf11Jp/* �\r EN jp 4tS' .r r No.625'14 _ i��? — 4u Q STATE OF '1; �* ''/1111111W FOR WOOD INSTALLATION iDD1TlONAL SIZES SEE SHEET 7, 1 �..� n 7500 AMSTERDAM DRIVE 1111JORLANDO, FL 32832 IN'C.ORYORATED !smi407481.05 5�D www.windoorine.com Expiration Da 03/31/2021 gy DRAWN: Miami -de Product Control TJH SCALE NTS 8100 SERIES SMI REINFORCED & NON -REINFORCED 4'0 x 10'0 4TRACK ELEVATIONS DWG N0. REV OB-00878 D DATE 12/03/09 !SHEETS OF 27 APPROVED R.L. SIGNED: 06/19/2018 ,N`,��14IIItf11Jp/* �\r EN jp 4tS' .r r No.625'14 _ i��? — 4u Q STATE OF '1; �* ''/1111111W 286 25/3JZ OVERALL TESTED FRAME WIDTH 48" MAX. NOMINAL 40" MAX. PANEL WIDTH D,L.O, WIDTH 18 4 REINF. REINF. 12FRAMEX REINF. HEIGHT 118 7/16" MAX.PANEL EL L N - Z / 15 S 1R « 1R » R « 1T 108 21 /32" O 16 O 1 X 16° X �j 16°" X 16 X MAX. D.L.O. HEIGHT g C 8 4 6" TO 8100 SERIES 4'0 x 10'0 SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN, UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN, 8100 SERIES 4'�10'0 SMI NON -REINFORCED SGD 5 TRACK LAYOUT NON- REINFORCE UNIT WITH SILL RISER #35 DESIGN PRESSURE RATING I IMPACT RATING ±70.0PSF SMALL MISSILE IMPACT FOR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 REVISIONS REV I DESCRIPTION D I REVISED PER NEW REQUIREMENTS NOTE: MAXIMUM AREA EXCEED FRAME WEEP SLOT 1" x TYP. LOCATED AT VERTICAL CENTER 48 HEAD 8100 SERIES 4'0 x 1 D'0 SMl REINFORCED SGD 49 SILL 5TRACKLAYOUT ALL LINES .1875'� OF ALTERNATE AREA OF 360sq 48 HEAD 49 SILL DATE 11/30/17 SIZES MUST NOT FEET. REINFORCE UNIT WITH SILL RISER #36 AND #37 REINFORCE UNIT WITH SILL RISER #36 AND #37 DESIGN PRESSURE RATING IMPACT RATING + 110.OP$F SMALL MISSILE IMPACT FOR MASONRY/CONCRETE AND METAL INSTALLATION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 DESIGN PRESSURE RATING IMPACT RATING ±72.0PSF SMALL MISSILE IMPACT FOR ]NCORPORATEI7 tion Date 03/31/2021 Expira By DRAWN: Miami- de Product Control TJ H SCALE NTS WOOD INSTALLATION 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 Ybone; 40i.4flt,A40t) ! ; 4n 7.481.n505 www.windoormc.com REINFORCED & 8100 SERIES SMI NO 4'0 x 10'0 5TRACK ELEVATIONS DWG N0, REV 08-00878 D DATE 12/03/09 ISHEET5A OF 27 APPROVED R.L, SIGNED: 06/19/2018 No. 62614 p 411 ; STATE OF �' f�/j�NAt 0 �� '' FOR MASONRY/CONCRETE AND METAL INSTALLATION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 DESIGN PRESSURE RATING IMPACT RATING ±72.0PSF SMALL MISSILE IMPACT FOR ]NCORPORATEI7 tion Date 03/31/2021 Expira By DRAWN: Miami- de Product Control TJ H SCALE NTS WOOD INSTALLATION 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 Ybone; 40i.4flt,A40t) ! ; 4n 7.481.n505 www.windoormc.com REINFORCED & 8100 SERIES SMI NO 4'0 x 10'0 5TRACK ELEVATIONS DWG N0, REV 08-00878 D DATE 12/03/09 ISHEET5A OF 27 APPROVED R.L, SIGNED: 06/19/2018 No. 62614 p 411 ; STATE OF �' f�/j�NAt 0 �� '' ]NCORPORATEI7 tion Date 03/31/2021 Expira By DRAWN: Miami- de Product Control TJ H SCALE NTS WOOD INSTALLATION 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 Ybone; 40i.4flt,A40t) ! ; 4n 7.481.n505 www.windoormc.com REINFORCED & 8100 SERIES SMI NO 4'0 x 10'0 5TRACK ELEVATIONS DWG N0, REV 08-00878 D DATE 12/03/09 ISHEET5A OF 27 APPROVED R.L, SIGNED: 06/19/2018 No. 62614 p 411 ; STATE OF �' f�/j�NAt 0 �� '' REINF. 96 7/16" MAX, PANEL HEIGHT 98" MAX. FRAME HEIGHT 86 21 /32" MAX. D.L.O. HEIGHT U u 358 3/4" OVERALL TESTED FRAME WIDTH _ 60" MAX, NOMINAL PANEL, WIDTH i REINF. ,11 X 1I I 1 R X• REVISIONS REV DESCRIPTION DATE D REVISED PER NEW REQUIREMENTS 11/30/17 _ 52" MAX. D.L.O. WIDTH REINF. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. 15 « X 6" To 1 e 8100 SERIES 5'0 x 8'2 SMI SGD WEEP SLOT TYPICAL EL E VA TION EXTERIOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN, 8100 SERIES 5'0 x 8'2 SMI NON -REINFORCED 4 TRACK LAYDUT NON- REINFORCE UNIT WITH SILL RISER #35 DESIGN PRESSURE RATING IMPACT RATING ±70.OPSF SMALL MISSILE IMPACT FOR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 WEEP SLOT 1" x TYP. LOCATED AT VERTICAL CENTER ,1875" ALL LINES �� 48 HEAD 48 HEAD 8100 SERIES 5'0 x 82 SMI REINFORCED SGD 4 TRACK LAYOUT 49 SILL 49 SILL REINFORCE UNIT WITH SILL RISER #36AND #37 REINFORCE UNIT WITH SILL RISER #36AND #37 DESIGN PRESSURE RATING IMPACT RATING FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET TA DESIGN PRESSURE RATING IMPACT RATING FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET TA Win] TNGCJRI�URATED NO PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Expiration DpAe 03/31/2021 f' DRAWN: TJH 7500 AMSTERDAM DRIVE ORLANDU, FL 32832 Phone: 40',4AI.940q I'm 407,4A1,�505 www.windoorinc.c:om 8100 SERIES SMI REINFORCED & 5'0 x 8'2 PANELS 4TRACK ELEVATIONS DWG N0. SCALE NITS� DATE 12/03/09 I SHEET 6 OF 27 REV D APPROVED R.L. SIGNED: 06/19/2018 ir/ VxCEN No. 62514 . Q STATE OF laJ� TopZORION I1111111 358 3/4" OVERALL TESTED FRAME WIDTH _ 60" MAX. NOMINAL PANEL , WIDTH 52" MAX. D.L.O. WIDTH REINF. � � REINF. lz�8 REINF. 4 �r 96 7/16" MAX. PANEL HEIGHT � L Z 1 « 1 y 15 « 15 « 98" MAX. 86 21/32 8 O is O R X R X R X X FRAME MAX. D.L.O. 11 16 HEIGHT HEIGHT rc 6" TO B 8100 SERIES 5'0 x 8'2 SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS A HOWN. Z S R R R B T E L L L 8 16 16 16 16 16 4 18 15 15 15 15 f 8100 SERIES 5'a 8'2 SMl NON -REINFORCED SGD 48 HEAD 5TRACK LAYOUT 49 SILL NON- REINFORCE UNIT WITH SILL RISER #35 DESIGN PRESSURE RATING IMPACT RATING +70.OPSF SMALL MISSILE IMPACT FOR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 REVISIONS REV DESCRIPTION DATE D REVISED PER NEW REQUIREMENTS 11 /30/17 NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. WEEP SLOT 1" x TYP. LOCATED AT VERTICAL CENTER ,1875" ALL LINES 18 48 HEAD 8100 SERIES 5'0 x 8 SMI REINFORCED SGD 49 SILL 5 TRACK LAYOUT REINFORCE UNIT WITH SILL RISER #36AND #37 REINFORCE UNIT WITH SILL RISER #36AND #37 DESIGN PRESSURE RATING I IMPACT RATING + 110.OPSF SMALL MISSILE IMPACT FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7A__ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Expiration Mite 03/31/2021 y Miami- de Product Control DESIGN PRESSURE RATING � IMPACT RATING +81.3PSF SMALL MISSILE IMPACT FOR WOOD INSTALLATION W` 7500 AMS'TERDAM DRIVE inD o or ORI.ANDO, FL 32832 IN'GORL'URATED lm407.48 105 5� www.windoorinc.com 8100 SERIES SMI REINFORCED & NON —REINFORCED 5'0 x 8'2 PANELS 5TRACK ELEVATIONS DRAWN: DWG N0. REV TJH 08-00878 D SCALE N IS DATE I Z/03/09 SHEET 6A OF 41 APPROVED R.L. SIGNED: 06/19/2018 ,�`ttttlfillt!lIfff r .. NO62514 _ r -� :�Q STATE OF fav �C/: 18 MAX L6" MAX. TYP. I�- 2411 rMAXSEE ANCHOR CLUSTERO.DETAIL, SHEET 10 TYPICAL REVISIONS HEAD SEE NOTES INTERMEDIATE ANCHORS 1 & 2 SHT 8 REV DESCRIPTION TYPICAL 6" MAX. D REVISED PER NEW REQUIREMENTS TYP. 6" MAX. TYP , i_ 11 " MAX, 16" MAX. O.C. TYP. O.C. TYP. z z z o 0 0 m 0 0 0 120" � U U U Yo MAX. SEE NOTES -' ¢ ¢ Q � HEIGHT 1& 2 U U U SHT 8 Li LJ SEE NOTES 1 & 2 SHT 8 6" MAX. 6" MAX. TYP TYP, 4" MAX. SEE ANCHOR CLUSTER SILL 4 MAX. TYP. DETAIL, SHEET 10 INTERMEDIATE ANCHORS TYP' TYPICAL TYPICAL 4'0 x 10'0 ANCHORING LAYOUT NON -REINFORCED AND REINFORCED UNITS 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN Number of anchor locations required at jambs, head, sill and mullion cluster (2 anchors per location for 2 track, 3 track and 4 track, 3 anchors per location for 5 track Height Single Pane! Width (in) 24.0 30wO 3640 42,0 48.0 54,0 80.0 (�n) Jambs H8S luster Jambs H&S ciuste Jambs H&S lusts Jambs H8S luster Jambs H8S luster Jambs H8S luster Jambs H8S luster 80.0 6 1 4 6 1 4 6 2 6 6 2 6 6 3 6 6 3 6 6 3 6 84.0 6 1 4 6 1 4 6 2 6 6 2 6 6 3 6 6 3 6 6 3 6 98.0 7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3 6 7 3 6 98.0 7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3 6 7 3 6 10&0 7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3 6 - - 114.0 8 1 4 8 1 4 8 2 6 8 2 6 8 3 6 - - - - - - 120.0 8 1 4 8 1 4 8 2 6 8 2 6 8 3 6 - - - - - - I'IdfiS= tftRU ANU SILL !/V/CKMCUTA/C AIVt:I7VKS um er o anc or oca ons requlr at ookstnp anc or per /ocaban Height Single Pane/ Width (In) (I n) 24.0 30.0 36.0 42.0 48.0 80.0 8 8 8 8 8 8 8 84.0 8 8 8 8 8 8 8 98.0 9 9 9 9 9 9 9 98.0 9 9 9 9 9 9 9 10&0 10 10 10 10 10 10 - 114r0 11 11 11 11 11 - - 7200 11 11 11 11 11 - - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-12'19.07 Expiration Data-03/31/2021 Miami -Dade Product Control BATE 11/30/17 APPROVED R.L. ANCHORING NOTES; 1. FRAME SYSTEMS, 2 TRACK, 3 TRACK, 4 TRACK, HAVE TWO ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 5 TRACK FRAME SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 2. ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK 4 TRACK AND 5 TRACK, HAVE ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED 1 X 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 /21$ MINIMUM EDGE DISTANCE AND 2 3/8" MINIMUM SEPARATION, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 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 SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING M. SHIM WHERE SPACE OF 1 /1 6" OR GREATER OCCURS. MAXIMUM ALLOWABLE LOAD BEARING SHIM TO BE 1/4 ". 6, ALL FASTENERS TO BE CORROSION RESISTANT. 7. 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 3,350 PSI. C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD BACKING, Fy=33KS1/Fu=52KS1 MINIMUM. 750U AMS'I'LRDAM DRIVN, �TinD o o r ORLANDO, FL 32832 INCC7RPORATF.D Fax:407,481.D50500 www.windoorinc.com 5100 SERIES SMI REINFORCED & NON -REINFORCED 4'0 x 10'0 ANCHORING LAYOUT AND NOTES DRAWN: DWG N0. REV TJH 08-00878 D SCALE NTS 1DATE 1 2/03/09 SHEET 0 OF 27 SIGNED: 06/19/2018 '%/ t No. 62514 STATE OF 18" MAX 6" MAX TYP i 1:- 6" MAX. TYP. 16" MAX. O,C. TYP. SEE NOTES 1 & 2 SHT 9� 6" MAX. � �� TYP. 4" MAX. TYP. 24" MAX SEE ANCHOR CLUSTER O.C. DETAIL, SHEET 10 TYPICAL HEAD INTERMEDIATE ANCHORS TYPICAL .��� , z z z 0 0 o D_ �= F= 1= � 0 0 0 � z O Y O O U O J J J O U U U = � / > > \ _ SEE ANCHOR CLUSTER DETAIL, SHEET 10 TYPICAL SILL INTERMEDIATE ANCHORS TYPICAL SEE NOTES 1 & 2 SHT 6" MAX. TYP. 1 1 " MAX. O.C. TYP. --� 0 98" MAX. HEIGHT � SEE NOTES 1 & 2 SHT 6" MAX. TYP. f 4 1/4" MAX. TYP, 5'0 x 8'2 ANCHORING LAYOUT NON -REINFORCED AND REINFORCED UNITS 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN Number of anchor locations required at jambs head, sill and mullion cluster (2 anchors per location for 2 track, 3 track and 4 track, 3 anchors per /oca6on for 6 track) He/pht 24.0 30.0 38,0 Single Panel Width {in) 42.0 48.0 54,D 80,0 hn) Jambs H&S luster Jambs H8S cluster Jambs HSS luster Jambs H8S cluster Jambs H8S luster Jambs HBS cluster Jambs H&S luster 80.0 6 1 4 6 1 4 6 2 6 6 2 6 6 3 6 6 3 6� 6 3 6 84.0 6 1 4 6 1 4 6 2 6 6 2 6 6 3 6 6 3 6 i 6 3 6 98.0 7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3 6 7 3 6 88.0 7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3 6 7 3 6 108,0 7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3 6 - - - 11�0 8 1 4 8 1 4 8 2 6 8 2 6 8 3 6 - - -' - - - 120.0 6 1 4 8 1 4 8 2 6 8 2 6 8 3 6 - - - - - - H&S= HEAD AND 5/LL /NTERMtU+A l t AIVC:+7VK� um er o anc ar oca +ons requr a oo sfr+p anc or per oca on Hel prht Sin p/ a Panel Width {In) (In) 24.0 30.0 38.0 42.0 48,0 54.0 80,0 80.0 8 8 8 8 8 8 8 8A0 8 8 8 8 8 8 8 AB.O 9 9 9 9 9 9 9 88.0 9 9 9 9 9 9 9 108.0 10 10 10 10 10 10 - 114 0 11 11 11 11 11 - - 120.0 11 11 11 11 11 - - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 REVISIONS REV DESCRIP710N DATE APPROVED D REVISED PER NEW REQUIREMENTS 1 1 /30/17 R.L. ANCHORING NOTES: 1. FRAME SYSTEMS, 2 TRACK, 3 TRACK, 4 TRACK, HAVE TWO ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 5 TRACK FRAME SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 2. ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK 4 TRACK AND 5 TRACK, HAVE ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED 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 SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 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 SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS_ MAXIMUM ALLOWABLE LOAD BEARING SHIM TO BE 1 /4". 6. ALL FASTENERS TO BE CORROSION RESISTANT. 7. 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 3,350 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOC BACKING, Fy=33KS1/Fu=52KS1 MINIMUM. �'�% 75UU AMST'L'RDAM DRIVL-+ W �.� � � r ORLANDO, FL 32832 INCC7RPORATRD �'I�G"�:4o�.4et.x4nn Y¢a:407,4Ht,OS05 WWW.WIAC�OOYIttC.CO1ri Expiration Dam_ 03/31/2021 By DRAWN: Miami-D Product Control TJH 8100 SERIES SMI REINFORCED & NON —REINFORCED 5'0 x 8'2 ANCHORING LAYOUT SCALE NTS I DATE 1 DWG NO. REV 08-00878 D /03/09 SHEETg OF 27 SIGNED,• D&/19/20 i8 �� ' ytiCEiJSF' .,t� � �. I � r +~. tao.6251�1 ;,�(�. 'STATE OF f1./„w,� �r����'/OtVA�. �� ���'ti //fi!!!14{��1` VERTICAL CONDITION 4" MAX. 4" 4" MAX. MAX. CLUSTER DETAIL 2-TRACK SYSTEM CLUSTER DETAIL 3-TRACK SYSTEM VERTICAL CONDITION CLUSTER DETAIL 4-TRACK SYSTEM REVISIONS REV ( DESCRIPTION D I REVISED PER NEW REQUIREMENTS SEPARATION 4 3/4" 4 3/4" 2 3/8" 7 1 /8" SEPARATION SEPARATION SEPARATION SEPARATION mor 3 TRACK " ' 5 TRACK &000002 TRACK 4 TRACK ar"t4�f PARATION SEPARATION SEPARATION SEPARATION 4 9/16" SEPARATION HEAD & SILL ANCHOR LOCATIONS SEE DETAILS /N SHEETS20, 20A, 21, 21A, 22AND 22A 4„ SEE CHARTS ON SHEET 8 AND 9 FOR CLUSTER ANCHOR QUANTITY REQUIRED 0 0 0 VERTICAL CONDITION 4" MAX. 4" MAX, 4„ MAX. 0 0 0 CLUSTER DETAIL 6•TRACK SYSTEM 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) 910 x 1 1 /4" SQ. DRIVE SCREW AT EACH END, ITEM #47. 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, ITEM #481 (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. 2 TRACK 2 3 8 SEPA A� TION4 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Expiration Date 03/31/2021 Mia�ade Product Control 3 TRACK 4 3/4" SEPARATIO N DATE 11/30/17 POCKET fNTERIOR EXTERIOR APPROVED R.L. HOOKSTRIP ANCHOR LOCATIONS SEE DETAILS IN SHEET 23 5 TRACK 4 TRACK 4 3/4" 1 Owe SEPARATION SEPARATION 4 S E PARATI O N 4 JAMB ANCHOR LOCATIONS SEE DETAILS IN SHEETS 20, 20A, 21, 21A, 22 AND 22A �U1.11D o o r 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 7NCC�RPORATED p»°^t°7.4ate4no V= 407,481,0505 www.wiadoadnc.com 8100 SERIES SMI REINFORCED & NON -REINFORCED ANCHORING DETAILS AND NOTES DRAWN: DWG ND. REV TJH 08-00878 D SCALE NTS DATE 12/03/09 SHEET 10 OF 27 SIGNED: 06/19/2018 h`,,�t1,tI1i1//f/�✓/ f � Y r Na BZa'(4 'l� off 41 Q p AU STATE OF •IJ Now '�4(j Az ON `yam YONAL. � \% ff011111%W PARTS LIST REVISIONS REV DESCRIPTION BATE APPROVED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 1 " O.A. 3/8" AIR 1 " O.A, SPACE 3/8" AIR SPACE 3/16" HS 3/16" HS 9/16" O.A. .035" SGP ,060" TROSIFOL PVB ,060" SAFLEX 3/16" TEMP BY KURARAY 3 16" TEMP PVB BY EASTMAN 1 /4" HS BY KURARAY 3/16" HS / 3/16" HS 1 /4" HS EXTERIOR INTERIOR � EXTERIOR INTERIOR � EXTERIOR INTERIOR 1" GLASS 1 " BI�ESS 1 " B LESS 51 I BITE 52 52 (�—J 43 68 43 68 41 68� 55 55 � 55 82 GLAZING TYPE A B2 GLAZING TYPE C GLAZING TYPE E SMALL MISSILE IMPACT SMALL MISSILE IMPACT SMALL MISSILE IMPACT REINFORCED &LAON-REINFORCED UNITS REINFORCED &NQN-REINFORCED UNITS REINFORCED &NQN-REINFORCED UNITS 1 " O.A, 3/8" AIR 9/16" O.A. 9/16" O.A, SPACE 3/16" HS .060" TROSIFOL PVB .060" SAFLEX .035" SGP BY KURARAY 1 PVB BY EASTMAN BY KURARAY 1 /4" HS /4" HS 3/16" TEMP 1 /4" HS 1 /4" HS 3/16 HS EXTERIOR INTERIOR '< EXTERIOR INTERIOR I EXTERIOR INTERIOR 1 1 52 1 " GLASS . � 1 " GLASS � 1 " B LASS BITE 51 BITE 51 43 68 41 68 41 68 � 55 55 � 55 S2 GLAZING TYPE B GLAZING TYPED GLAZING TYPE F SMALL MISSILE IMPACT ' SMALL MISSILE IMPACT SMALL MISSILE IMPACT REINFORCED &NQN-REINFORCER UNITS REINFORCED &NQN-REINFORCED UNITS REINFORCED &NQN-REINFORCED UNITS SIGNED: 06/19/2018 7500 AMST�RDAMDRIV.� \\���� � i�tO �,A✓��fr WinDoor ORLANDO,FL32832 �ti� �,\ ,,.;....,�,� r INCORPORATED vbon�;ao;.�i,aa�� � �✓.� � V1C>flISF`'�.lS� r', i��:am,nal,n5�5 www.wiadoorinacom ,. PRODUCT REVISED �, as complying with the Florida Np, 625iQ .� Building Code 8100 SERIES SMI � -_ NOA-No. 17-1219.07 REINFORCED & NON -REINFORCED -' � � � * - Expiration D 03/31/2021 B.O.M. & REINFORCED GLAZING DETAILS � �'�. � � _ ,= PARTS LIST CONTINUED By --'� DRAWN: DWG N0. REV �.��''., STATE OF ,.�. Cf/` �� fi ';�;,ORtS3?`. �`�� ON SHEET i2 Miami- de Product Control TJH OS-00878 D fi S�, �.1 �� SCALE NTS DATE 1 2/03/09 SHEET 1 1 OF 27 �xr�� �aNA������e N0. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 FS-04641 2 TRACK WS FRAME HEAD KEYMARK ALUMINUM 6063—T6 2 FS-04788 2 TRACK WS FRAME JAMB KEYMARK ALUMINUM 6063—T6 3 S-44119 2 TRACK NSWS SILL PAN KEYMARK ALUMINUM 6063—T6 4 S-44121 2 TRACK WS SILL INSERT KEYMARK ALUMINUM 6063—T6 5 T-32124 5 TRACK FRAME HEAD KEYMARK ALUMINUM 6063—T6 6 T-32123 5 TRACK FRAME JAMB KEYMARK ALUMINUM 6063—T6 7 FS-02180 3 TRACK FRAME HEAD KEYMARK ALUMINUM 6063—T6 8 FS-02181 3 TRACK FRAME JAMB KEYMARK ALUMINUM 6063—T6 9 S-44123 3 TRACK SILL PAN KEYMARK ALUMINUM 6063—T6 10 S-44117 3 TRACK SILL INSERT KEYMARK ALUMINUM 6063—T6 11 FS-02071 4 TRACK FRAME HEAD KEYMARK ALUMINUM 6063—T6 12 FS-02070 4 TRACK FRAME JAMB KEYMARK ALUMINUM 6063—T6 13 S-44118 4 TRACK SILL PAN KEYMARK ALUMINUM 6063—T6 14 S-22124 4 TRACK SILL INSERT KEYMARK ALUMINUM 6063—T6 15 FS-01882 FRAME HEAD INSERT KEYMARK ALUMINUM 6063-T6 16 FS-01883 FRAME JAMB INSERT KEYMARK ALUMINUM 6063—T6 17 FH-01869 TOP RAIL KEYMARK ALUMINUM 6063—T6 18 FH-04723 BOTTOM RAIL KEYMARK ALUMINUM 6063—T6 19 FS-04766 TALL BOTTOM RAIL KEYMARK ALUMINUM 6063—T6 20 NPG PANEL GUIDE NYLON 21 FH-01871 LOCK STILE KEYMARK ALUMINUM 6063—T6 22 FH-05044 INTERLOCK STILE KEYMARK ALUMINUM 6063—T6 23 FH-04767 FEMALE BUTT STILE EXT. OFFSET KEYMARK ALUMINUM 6063—T6 24 FH-04750 MALE BUTT STILE EXT. OFFSET KEYMARK ALUMINUM 6063—T6 25 FH-04826 FEMALE BUTT STILE INT. OFFSET KEYMARK ALUMINUM 6063—T6 26 P7569AM DUST PAD 1.244° x .5" x 2.34" 27 FS-04747 BUMPER JAMB INSERT KEYMARK ALUMINUM 6063—T6 28 FS-04754 PLAIN STILE INTERLOCK KEYMARK ALUMINUM 6063—T6 29 FS-04755 PLAIN STILE INTERLOCK COVER KEYMARK ALUMINUM 6063—T6 30 FS-05382 INTERLOCK SNAP COVER KEYMARK ALUMINUM 6063—T6 31 FS-02726 STILE JAMB INSERT KEYMARK ALUMINUM 6063—T6 32 FS-02726 PANEL STILE JAMB INSERT KEYMARK ALUMINUM 6063—T6 33 FH-03693 1 3/4'� SILL RISER KEYMARK ALUMINUM 6063—T6 34 FH-03652 2 1/4" SILL RISER KEYMARK ALUMINUM 6063—T6 35 FH-03653 3" SILL RISER KEYMARK ALUMINUM 6063—T6 36 FH-03654 3 1/2" SILL RISER KEYMARK ALUMINUM 6063—T6 37 FH-03655 4 1/4" SILL RISER KEYMARK ALUMINUM 6063—T6 38 FS-02173 HOOK STRIP KEYMARK ALUMINUM 6063-T6 39 FS-04476 HOOK STRIP WALL COVER KEYMARK ALUMINUM 6063-T6 40 FS-04477 HOOK STRIP WALL MOUNT KEYMARK ALUMINUM 6063—T6 41 FH-01877 9 16" HORIZONTAL GLASS STOP / KEYMARK ALUMINUM 6063—T6 42 FH-01878 9/16" VERTICAL GLASS STOP KEYMARK ALUMINUM 6063—T6 %i n \ I PARTS LIST PARTS LIST CONTINUED REVISIONS FROM SHEET 11 REV DESCRIPTION DATE APPROVED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. OPTIONAL SCREENS 57 57 72 76 50 50 72 76 0 57 O 57 MT SCREEN BOX SCREEN VERTICAL CROSS VERTICAL CROSS SECTION SECTION TO BE USED WITH 2TRACK, TO BE USED WITH 2TRACK INS 2TRACKRETRO, 3TRACK AND 2TRACK RETRO INS AND 4TRACK FRAME SYSTEMS FRAME SYSTEMS SIGNED: 08/1912018 7500AMSTERDAMDRIVE 0����11111i/ t/ WinDoor ORLANDO FL32832 tip,, Lp INCORPORATED ?lone:4M481.8400 ,ti \r,. �yG �S�''•.tP I•407ASIM05 WWW.Windooxinc.com FRREVISED Na 62514 with the Florida 8100 SERIES SMI REINFORCED & NON -REINFORCED NOA-No. 17-1219.07 B.C.M. & NON —REINFORCED GLAZING DETAILS -'0/% Expiration Date 03/31/2021 - DRAWN: DWG N0. REV f0M , STATE OF :' /� By TJH 08-00878 D �S'''�iG�'��'� Miami -Dade Product Control / / // '0NXk-' e\ �` SCALE NTS DATE 12 03 09 sHEET12 OF 27 l/Jfj il110N NO, PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 43 FS-01879 1" HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063-T6 44 FS-01880 1" VERTICAL GLASS STOP KEYMARK ALUMINUM 6063-T6 45 FH-02642 6000 BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6063-T6 46 FH-05045 INTERLOCK REINFORCING BAR KEYMARK ALUMINUM 6063-T6 47 FH-03916 FEMALE BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6063-T6 48 FS-02210 FRAME HEAD COVER KEYMARK ALUMINUM 6063-T6 49 FS-02208 SILL COVER KEYMARK ALUMINUM 6063-T6 50 SCREEN SPLINE 51 TP983 9/16" GLAZING VINYL VINYL :52 TP1051 1" GLAZING VINYL VINYL 53 #1988-9000 TANDEM ROLLER 54 2468 DUAL POINT MORTISE LOCK & KEEPE 55 TP990 GLASS SETTING BLOCK 56 TP876 INTERLOCK BUMPER RUBBER 57 W333517K0000 FINSEAL .187 x .350 58 W332217K000D FINSEAL .187 x .240 59 W231417K0000 FINSEAL .187 x .140 60 131017 #8 x 1/2" PH TEK SCREW 61 S-44115 2 TRACK NS INSERT 62 131018 #8 x 3/8" PH TYPE B SS 18-8 SS 63 131004 #10 x 1 1/4" TYPE F SS 64 131020 #7 x 5/8' PH TYPE A SS 410 SS 65 131011 #8 x 2" FH TEK SCREW 410 SS 66 131009 #10 x 3/4" FH TEK SCREW 410 SS 67 LCS068-N5 SNAP IN SILL GATE PLASTIC 68 SIKAFAST 552 GLAZING COMPOUND SIKA URETHANE 69 T-32122 5 TRACK SILL PAN KEYMARK ALUMINUM 6063-T6 70 S-44120 2 TRACK NS/WS RETRO SILL PAN KEYMARK ALUMINUM 6063-T6 71 SMI GLAZING SEE SHEETS 11 72 FH-02727 MT SCREEN TOP/BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 73 FH-02728 MT SCREEN STILE KEYMARK ALUMINUM 6063-T6 74 FH-02729 MT SCREEN STILE W/SEAL KEYMARK ALUMINUM 6063-T6 75 FS-02730 MT SCREEN ASTRAGAL KEYMARK ALUMINUM 6063-T6 76 FH-02300 BOX SCREEN TOP/BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 77 FH-02395 BOX SCREEN STILE KEYMARK ALUMINUM 6063-T6 78 FS-02209 BOX SCREEN SWEEP KEYMARK ALUMINUM 6063-T6 79 FS-02650 BOX SCREEN ASTRAGAL KEYMARK ALUMINUM 6063-T6 80 7500 A04 SIGNITURE HANDLE SET 81 T-32125 5 TRACK SILL INSERT KEYMARK ALUMINUM 6063-T6 82 TP990 GLASS SPACER HELMA ALUMINUM AW-3000 83 #8 x 3/4" PH TEK SCREW 84 #10 x 3/4" PH TEK SCREW 85 FS-04791 FIXED PANEL Z-CLIP KEYMARK ALUMINUM 6063-T6 SECTION A 2 TRACK WS FRAME SYSTEM W/TH 3" S1Lt_ RISER SHOWN, 2 TRACK NS , 2TRACK WS RETRO AND 2TRACK NS RERTO SILLS AND ALL SILL RISERS MAYBE USED. SEE D.P. TABLE SHEETS 7 & 7A NOTE: SEE SHEETS ANCHORAGE SUBSTRATE SEE NOTE SHT. 14 EXTERIOR (CONE 4LANT SEE NOTE SHT. 14 INTERIOR SILICONE SEALANT L� SECTION B 3 TRACK FRAME SYSTEM WITH 4 i/4"SILL RISER SHOWN, ALL SILL RISERS MAY $E USED SEE IS 20, 20A, 21, 21 A, 22, 22A AND 23 FOR TYPICAL TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC INDICATED ON EACH HEAD AND TRACK SYSTEM. D.A. TABLE SHEETS 7 & 7A REVISIONS REV DESCRIPTION DATE APPROVED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. SEE NOTE 51 EE SSHEETS 7 & 7A 33 OR 34 53 35 OR 36 37 63 SILICONE SEALANT 57) (57) (13) (14) (62 SHT. 1 4 SECTION C 4 TRACK FRAME SYSTEM WITH 3" SILL RISER SHOWN, ALL SILL RISERS MAYBE USED SEE D.P. TABLE SHEETS 7 & 7A SIGNED: 0611912018 �y �• 7500 AMSTERDAM DRIVE V V 1� 00 � ORLANDO, FL 32832 INCt7RPORATED 11"i lI 7,48105 5�p www.windoofine.com PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-12'19.07 Expiration Datg..,.03/31/2021 g. DRAWN; By TJH Miami -Da a Product Control SCALE NTS 8100 SERIES SMI REINFORCED & NON —REINFORCED VERTICAL CROSS SECTIONS DWG NO, DATE 12/03/09 sHEEr 13 OF 27 �• a 82514 4, Sam Alto � awall w it STATE OF C(/ w ✓� "ONXi, � ` S 5 SECTION F LOCK STILEAT 2 TRAGK JAMB SECTION D PLAIN STILEAT 3 TRACKJAMB SECTION E LOCK STILEAT 4 TRACK JAMB REVISIONS REV DESCRIPTION DATE D REVISED PER NEW REQUIREMENTS 1 11/30/17 APPROVED R.L. sEcrloN H REINFORCED/NON REINFORCED INTERLOCK STILE AT FIXED PANEL NOTES: EXTERIOR HOOK STRIP 1. FIXED PANEL TO JAMB CONDITION: 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 UP, EACH Z-CLIP IS ATTACHED TO PANEL WITH (3) ITEM # 84, #10 x 3/4" PH TEK SCREWS AND THEN IT IS ATTACHED TO JAMB WITH (3) ITEM #84, #10 x 3/4" PH TEK SCREWS. SECTION D SHEET 14, SECTION EE SHEET 18 AND SECTION Z SHEET 18 SHOW A FIXED PANEL TO JAMB CONDITION, 2. FIXED PANEL TO FIXED PANEL CONDITION: TWO FIXED PANELS ARE SECURED TOGETHER WITH ITEM #83, #8 x 3/4" PH TEK SCREW. THERE IS A ROW ON THE INTERIOR AND A ROW ON THE EXTERIOR OF THE FIXED PANEL PACED 4" FROM THE TOP AND BOTTOM WITH ONE ADDITIONAL SCREW IN THE CENTER. SECTION D SHEET 14, SECTION DID SHEET 19, SECTION 0 SHEET 15, SECTION U, SHEET 16 AND SECTION CC SHEET 19 SHOW A FIXED PANEL TO FIXED PANEL CONDITION, NOTE: SEE SHEETS 20, 20A, 21, 21A, 22, 22A AND SUBSRRATE MATERIALS. A SPECIFIC SUBSTRATE JAMB TRACK SYSTEM, OTHER HEAD, SILL AND PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Expiration Date 03/31/2021 WinDoor TNCURYURATED 23 FOR TYPICAL ANCHORAGE TO VARIOUS IS INDICATED ON EACH HEAD, SILL AND JAMB TRACK SYSTEMS ARE SIMILAR. SIGNED: 0611912018 7500 AMSTERDAM DRIVE ORI.ANDU, FI.. 32832 Phnne: aOi,aN1,94f1A r 407 ,ael.osn5 www.windowinc.com 8100 SERIES SMI REINFORCED & NON -REINFORCED HORIZONTAL CROSS SECTIONS DRAWN: DWG N0, REV TJH 08-00878 D SCALE NTS DATE 12/03/09 SHEET 14 OF 27 l�r� \r. ' VtGE�Ig �t ri, No.62S14 1x . Q STATE OF ,4`\ ''�,�; ONA1, O ,� SECTION C 5 TRACK FRAME SYSTEM WITH 3" SILL RISER SHOWN, ALL SILL RISERS MAY SE USED SEE D.P. TABLE SHEETS 7 & 7A NOTE: SEE SHEETS 20, 20A, 21, 21A, 22, 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM, SECTION E LOCK STILE AT 5 TRACK JAMB PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Expiration D 03/31/2021 By Miami de Product Control 13.�7 C REVISIONS DESCRIPTION REVISED PER NEW REQUIREMENTS • 7500 AMSTL+RDAIvI DRIVE W1nD � �� ORLANDO, FL 32832 lIrTCURPURA I ED Ybane:497,4N1.84f10 11ax 407,481.0505 wwwmadootinc,com 8100 SERIES SMI REINFORCED & NON -REINFORCED HORIZONTAL AND VERT)CAL CROSS SECTIONS 5T DRAWN: DWG NO, REV TJH 08-00878 D SCALE NTS DATE 1 2/03/09 SHEET 14A OF 27 DATE I APPROVED 1 1 /30/17 I R.L. SIGNED: 06/19/20 i 8 R:.L;o&'9 irr No. 62514 o © STATE OF ^1 41 i '`LOR}Dg`. l�l/lldll}111 SECTION J REINFORCED INTERIOR FIXED BUTT STILE TO LOCK STILE FXTERIC�R sEcrioN I< LOCK STILE TO REINFORCED EXTERIOR FIXED BU7?STILE EXTERIOR SEE RIN. NOTE REVIsiolvs SHT. 15 REV DESCRIPTION SECTION L REINFORCED INTERLOCK STILE TO REINFORCED INTERLOCK STILE INTERIOR EXTERIOR SECTION M REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE REINFORCING BAR NOTE: ITEM #46, INTERLOCK REINFORCING BAR IS SECURED TO INTERLOCK WITH ITEM #66. ITEM #47, FEMALE BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUTT STILE OFFSET WITH ITEM #65. ITEM #45, 6000 BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUTT STILE OFFSET WITH ITEM #66. ALL SCREWS ARE SPACED 6" FROM TOP AND BOTTOM OF STILES AND ONE AT MIDSPAN. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 REQUIREMEN75 SECTION N REINFORCED MALE BUTT STILE TO LOCKING BUTT STILE INTERIOR EXTERIOR �yin�uoor INCORPORATED Kpiration Dat �03l31/2021 Product Control DRAWN: TJH SHT. 14 SEE NOTE ' SECTION O REINFORCED INTERIOR FIXED BUTT STILE TO PLAIN STILE .A 7500 .t1MSTERDM DRIVE ORLANDO, FL 32832 Ybm e: 40'• .4ii7.H�100 i 4m.aei.ns05 www.windominc.com 8100 SERIES SMI REINFORCED & NO HORIZONTAL CROSS SECTIONS DWG N0. SCALE N-rs I DATE 1 2/03/09 I SHEET 15 OF 27 REV D HEAD 48 SEE NO SHT. r roo No.62514 dFogg ome good amm Q SPATE OF pg� go ZORIV rfrjfON lo- SECTION P NON -REINFORCED INTERIOR FIXED BUTT STILE TO LOCK STILE �YTFRInR SECTION Q LOCKSTILE TD NON -REINFORCED EXTERIOR FIXED BUTT STILE EXTERIOR SECTION R NON -REINFORCED INTERLOCK STILE TO NON -REINFORCED INTERLOCK STILE INTERIOR EXTERIOR SECTION S NON -REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Expiration Date 03/31/2021 REVISIONS REV I DESCRIPTION I DATE I APPROVED INTERIOR EXTERIOR W1111/ O O l IN CC�RI'ORATFD 8100 REINFORCED � HORIZONTAL REQUIREMENTS SECTION T EXTERIOR NON -REINFORCED MALE BUTT STILE TO NON -REINFORCED LOCKING BUTT STILE NON -REINFORCED INTERIOR FIXED BUTT.STILE TO PLAIN STILE 75UU AMS'I"L�RDAM DRIV.� ORLANDU, FL 32832 Phone: ,W7,4d1.dAW ram:: a��,aet.osos www.windoatinc.com SERIES SMI NON -REINFORCED CROSS SECTIONS �: �•: SCALE NTS 'DATE 1 2/03/09 � SHEET 1 g OF 27 SEE NOTE SHT. 14 \L`�111�1i171/ / J +�, t �. No, 6251a �� S7AT� Ot` :' �✓�� ��'�SS�4NAt- �� `�'�R //1)JI'ti1���` EXTERIOR `� SECTION AA 3 TRACK FRAME SYSTEM SEE D, P. TABLE SHEETS 7 & 7A INTERIOR SEE SHEETS 7 & 7A 33 OR 34 35 OR 36 37 SILICONE SEALANT SEE NOl SHT, 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Kpiration Da 03/31/2021 a Product Control REVISIONS REV DESCRIPTION DATE D REVISED PER NEW REQUIREMENTS 11/30/17 SECTION BB E SHEETS 7 & 7A 4 TRACK FRAME SYSTEM SEE D.P. TABL 1D0O � INCORPOR.A.'TED DRAWN: TJH SCALE NTS 750(3 AMSTLRDAM DRIV1; URL.ANDU, FL 32832 Phunc: g47,481.84[IO r= ao�.aei.osos vr%w.windoorinc,com 8100 SERIES LMI REINFORCED & NO VERTICAL CROSS SECTIONS DWG N0, DATE 12/03/09 SHEET � 7 OF 27 I REV D ;ONE _ANT APPROVED R.L. SIGNED: 06/1 ,\����ti►►r►rrr�tl�, ,` • OCENNS$ J��I 1 �e No, 62514 sir � r STATE OF 5EE NO SHT. INTERIOR 71 EXTERIOR SEE NOTE 48 HEAD SHT. 14 49 SILL NOTE 15 SECTION EE PLAIN STILEAT 3 TRACKJAMB 21 SECTION V 12 32 5 7 LOCK STILEAT 3 TRACK JAMB SEE N SHT. REVISIONS REV DESCRIPTION D REVISED PER NEW REQUIREMENTS yLv r rv►v � FIXED PANEL AT 4 TRACKJAMB 7500 AMSTL+RDAM DRIVE WinD o o r URLANDU, FL 32832 INCORPORATED lal= 40�481*0505 W www.windoorinc.com PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17A 219.07 tion Date 03/31/2021 Expira [:DRAWN: Miami- de Product Control I H SCALE NTS 8100 SERIES SMI REINFORCED & NON -REINFORCED HORIZONTAL CROSS SECTIONS DWG N0. REV 08-00878 D DATE � 2�03�Og 1 SHEET 18 OF 21 DATE 11/30/17 PRIOR 70R APPROVED R.L. O6/19/2018 . �. No, 62514 �} « STATE OF r' Q YONAL1111111100 � SHEETS OR 33 OR 35 37 ONE ANT SECTION BB 5 TRACK FRAME SYSTEM SEED, P. TABLE SHEETS 7 & 7A SEE NOTE S HT. 1 4 REVISIONS REV � DESCRIPTION D REVISED PER NEW REQUIREMENTS 'R/OR lOR SECTION Z FIXED PANEL AT 5 TRACK JAMB W' 75UU AMSTL�RDAM DRIVL� 1nD o o r ORLANDO, FL. 32832 INCORPORATF,D I'= 407481,0505 www.windooriac.eom PRODUCT REVISED 8100 SERIES SMl as complying with the Florida REINFORCED & NON —REINFORCED Building Code HORIZONTAL AND VERTICAL CROSS SECTIONS 5T NOA-No. 17-1219.07 Expiration Date 03/31/2021 DRAWN; DWG N0, REV By TJH 08-00878 D Ixfll Miami- a Product Control SCALE NTS DATE 12/03/09 SHEET 18A OF 27 DATE I APPROVED 11/30/17 1 R.L. SIGNED: O6/i 9/20 i8 w i r No, 62514 Z7 �� Qom'. ST01 ATE QF /; LORiD?. 'N�ti~ 1)I'lIIW SEE NOTE --� SHT. 14 �5) 83 32 6)(21 SEE NOTE 48 HEAD SHT. 14 49 SILL 58) (30) (22 INTERIOR 52 )V77 EXTERIOR SECTION DD NON -REINFORCED FIXED PANEL TO FIXED PANEL AND INTERLOCK REVISIONS REV DESCRIPTION DATE APPROVED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. SEE NOTE S H1. 14 47)(65)(25) (83 2)(26) (21 INTERIOR EXTERIOR SEE NOTE 48 HEAD SHT. 14 49 SILL WinDoor INCORI'ORATF.D PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Expiration Dat 03/31/2021 --- DRAWN: -a Product Control By '� TJ H Miami SCALE NTS SEE REIN. NOTE SHT. 15 2(26(46 58) (30) (66) (2) ) 2) (44) (56 SECTION CC REINFORCED FIXED PANE! TO FIXED PANEL INTERLOCK t+ax: A07 �soo �vrsri�.l� Dx� URL�9NDU, FL 32�32 Phrn;e; W7 4dt.tLtlp A81.0505 www.windootriric.com 8100 SERIES SMI REINFORCED At NON -REINFORCED HORIZONTAL CROSS SECTIONS DWC N0. REV 08-00878 D DATE 12/03/09 SHEET 1 9 OF 41 7 1 SIGNED: 06/i 9/20181 1\11��titllt/1/�J! OCENsi � r 1 ivy, szs1a �jYijop . U STATE OF 4C1 YONAI� /11,111110\ 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT, 1) BACKER ROD AND APPROVED SEALANT BY OTHERS 2 1 /2" MIN EDGE DIST. EXTERIOR 1/4" ELCO CRETE-FLEX SS4 SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT MASONRY/CONCRETE � 1 � BY OTHERS �- 1/2 7 2 MIN. EDGE DIST. 2 3/8" MIN. SEPARATION 0 MASONRY/CONCRETE BY OTHERS a EMBEDMENT 1 /4"MAX. S SHIM 1 /4" ELCO CRETE-FLEX SS4 INTERIOR u 2 3/16" MIN, SEPARATION 2 TRACK FRAME VERTICAL INSTALLATION MASONRY/GONCRETE INSTALLATION FASTENER HEADS 70 BE COVERED WITH APPROVED SEALANT EMBEDMENT EMBEDMENT 1 /4" ELCO CRETE-FLEX SS4 SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 2 3/8" MIN. SEPARATION 2 1/2" MIN. EDGE DIST. REVISIONS REV I DESCRIPTION D I REVISED PER NEW REQUIREMENTS MAX. SHIM a � FASTENER HEADS TO BE COVERED L1 WITH APPROVED SEALANT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT, 1) BACKER ROD AND APPROVED SEALANT BY OTHERS 2 TRACK FRAME JAMB INSTALLATION iX BUCK TO MASDNAYICDNCRETElNSTALLATION NOTE: CONCRETE SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN. ANCHORAGE SIMILAR FOR 3 TRACK AND 4 TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR SEPARATION, 2 TRACK WITH 3" SILL RISER SHOWN 3 TRACK, 4 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 DATE 11/30/17 INTERIOR EXTERIOR 75(.1(1 AMS?'!-+RDAM DRIVL+ W1nD � � � ORLANDQ, FL 32'332 II�7CORPORATFD i�8�"a�iae'4usos www.windoorinc.com Kpiration Date 03/31/2021 v t Control TJH iamr SCALE NT5 ad Product C 8100 SERIES SMl REINFORCED & NON -REINFORCED INSTALLATION DETAILS DWG NO, DATE 12/03/09 I SHEET 20 OF 27 APPROVED R.L. SIGNED: D6/19/2D 18. , 1 � 1 � No. 62514 r "�J 1ONA1. STATE OF 0 ,��� EDGE D 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AN APPROVED SEALAN BY OTHER SILL TO BE IN BED OF APPR SEALAN NON -SHRINK G MASONRY/CONCRETE BY OTHERS 5 TRACK FRAME VERTICAL INSTALLA MASONRY/CONCRETE INSTALLATION UONCRETE I REV MIN. SENT 7 EMBEDMENT. - SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Expiration Date,03/31/2021 By � Miami -Da a Product Control SEPARATION SEPARATION REVISIONS DESCRIPTION I DATE REVISED PER NEW REQUIREMENTS 1 11 /30/17 0 EDGE DIST, 4 4 SHIM 1 /4° ELCO CRETE-FLEX SS4 � FASTENER HEADS TO BE COVERED 4 WITH APPROVED SEALANT APPROVED R.L. INTERIOR EXTERIOR 1X BUCK BY OTHERS, a 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT, 1) 4 BACKER ROD AND a APPROVED SEALANT BY OTHERS 5 TRACK FRAME JAMB INSTALLATION 1 X BUCK TO MASONRY/CONCRETE INSTALLATION 7509 AMST�;RDAM DRIVE W�nD o o r OUT ANDU, FL 32832 INCORPORATED w, � B� 05D,5 �V,windoonac.com 8100 SERIES SMI REINFORCED & NON -REINFORCED INSTALLATION DETAILS DRAWN: DWG N0. REV TJH 08-00878 D SCALE NTS DATE I Z/03/09 SHEET20A QF 27 Q: 06/19/20 f,�i i No. 62514 Q STATE OF fOhtAt iOL tip. I " MIN. 4 3/4" SEPARATION EDGE DIST, DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. BACKER ROD AND APPROVED SEALANT BY OTHERS 14 W00[ 51LL 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 (SEE NOTE 2 SHT. 1) 1„ EDGE MIN 3 TRACK FRAME VERTICAL INSTALLATION 2X BUCK/WOOD FRAME INSTALLATION MIN. RENT 1 5/8" MIN. EMBEDMENT DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) SEPARATION EDGE DIST. SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 REVISIONS REV DESCRIPTION DATE D REVISED PER NEW REQUIREMENTS 11/30/17 SHIM #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 3 TRACK FRAME JAMB INSTALLATION 2X BUCKNVOOD FRAME INSTALLATION, NOTE: BEADS 2X BUCK/WOOD FRAME SUBSTRATE INSTALLATION FOR 3 ERED TRACK SHOWN, ANCHORAGE SIMILAR FOR 2 TRACK AND 4 )VED TRACK SYSTEMS, SEE SHEET 10 FOR O.C. ANCHOR SEPARATION, MIN. SENT 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. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-127 9.07 Kpiration Dat03/31 /2021 v a Product Control �U' 75�0 AMSTLRDANI DRIVL 1nD o o � ORLSNDO, FL 32532 [I`TGORPCDRATED F°"74Biosos� www.windoorinc.corn 8100 SERIES SMI REINFORCED & NON -REINFORCED INSTALLATION DETAILS DRAWN: DWG N0, REV TJH 08-00878 D SCALE NTS DATE 12/03/Ug SHEET21 OF 21 APPROVED R.L. INTERIOR EXTERIOR SIGNED: 06/i 9/20 i 8 40 LO ���r�I'rrrrrrrr / r No, e2514womb • vow r L STATE OF v r s �� 1 " MIN. EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT, 1) BACKER ROD AND APPROVED SEALANT BY OTHERS �� 4 3/4" SEPARATION 4 3/4" SEPARATION #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT OUBLE 2X BUCK/WOOD GAMING BY OTHERS, 2X 3UCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1 " MIN. EDGE DIST. EXTERIOR 4 13/16" SEPARATION 4 15/32" 5 TRACK FRAME VERTICAL INSTALLATION 2X BLIGK/WOOD FRAME INSTALLATION REVISIONS REV I DESCRIPTION D I REVISED PER NEW REQUIREMENTS MIN. RENT 1 5/8" MIN. 1/4 " MAX. EMBEDMENT SHIM SEPARATION uvua�t « aUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT, 1) FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 1 5/8" MIN. EMBEDMENT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-7 219.07 SEPARATION 1" MIN. EDGE DIST. DATE 11/30/17 414 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT APPROVEp R.L. INTERIOR SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 EXTERIOR BACKER ROp ANp APPROVED SEALANT BY OTHERS 5 TRACK FRAME JAMB INSTALLATION 2X BUCK/WOOD FRAME INSTALLATION, DRIVE NO 7500 AMSTERDAM WinD o o r ORI.A.NDU, FL 32$32 INGORI'URATED lrhnx 407.4� OS 5� www.winciootinc.com Expiration Date 03/37/2021 DRAWN: TJ H Miami -Made Product Control SCALE NTS 8100 SERIES SMI REINFORCED & NON -REINFORCED INSTALLATION DETAILS DWG N0, DATE 12/03/09 � : �IIY� SHEET 21 A OF 27 D6/1 I " MIN. EDGE DIST.r DOUBLE 2X BACKED 20GA, STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD S SILL TO BE SE' IN BED OF APPROVEI SEALANT 01 NON —SHRINK GROU DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) 1" MIN_ EDGE DIST. 7 1 /8" SEPARATION 4 TRACK FRAME VERTICAL INSTALLATION WOOD BACKED 20 GA. STEEL STUD INSTALLATION MIN. WENT ER HEADS COVERED PROVED T a„ -D EMBEDMENT DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1 ) SEPARATION EDGE DIST. REV DESCRIPTION REVISIONS DATE I APPROVED D I REVISED PER IdEW REQUIREMENTS ( 11 /30/17 1 /4" MAX. SHIM #14 WOOD SCREW NOTE: WOOD BACKED 20 GA. STEEL STUD FOR 4 TRACK SHOWN, ANCHORAGE 3 TRACK SYSTEMS, SEE SHEET 10 SEPARATION. SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR EXTERIOR BACKER ROD AND APPROVED SEALANT BY OTHERS 4 TRACK FR,4ME JAMB INSTALLATION WOOD BACKED 20 GA. STEEL STUD INSTALLATION SIMILAR SUBSTRATE INSTALLATION FOR 2 TRACK AND FOR O,C. ANCHOR DRIVE' 4 TRACK WITH 3" SILL RISER SHOWN 2 TRACK, 3 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.Pa TABLES SHEETS 7 & 7A, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Expiration Da 3/31/2021 Miami- ade Product Control Wir�J TN'CORP0.1m ED SCALE DRAWN: TJH NTS 7500 AMST'LRDAM ORI.ANDU, FL 32832 a07,ay14Na1)D w- aD�.aat,osos ww.windoorinc,mm 8100 SERIES SMl REINFORCED & NON —REINFORCED INSTALLATION DETAILS DWG N0. DATE � 2/03/Og 'sHEET22 OF 27 D: O6/19/2018 `v 'r v No. 62514 STATE OF 41V r�� 1oLo ti F'�,sION Al, t ,�., I " MIN. EDGE DIS DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT, 1) BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD S 51LL TO BE SE IN BED OF APPROVE[ SEALANT Of NON —SHRINK GROU DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) 1 " MIN, EDGE DIST. 5 TRACK FRAME VERTICAL INSTALLATION WOOD BACKED 20 GA. STEEL STUD INSTALLATION DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) 1R ER HEADS COVERED PPROVED T =D PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 Expiration Dat 03/31/2021 sy Miami-Dai7e Product Control REV 1 5/8" MIN. EMBEDMENT SEPARATION SEPARATON 1" MIN. EDGE DIST REVISIONS DESCRIPTION DATE I APPROVED D I REVISED PER NEW REQUIREMENTS 11 I Ra 1 /4" MAX. SHIM #14 WOOD SCREW SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT BACKER ROD AND APPROVED SEALANT BY OTHERS 5 TRACK FRAME JAMB INSTALLATION WOOD BACKED 20 GA. STEEL STUD INSTALLATION W• 7504 AMSTZ;RDAM DRIVL 1nD O o r ORI�4ND0, FL 32832 IN'CC�RPORATEI7 rh<,,,� wrgate4+)o 1'=407.481,0505 � WWW.WinCi.00finFCQTTA 8100 SERIES SMI REINFORCED & NON -REINFORCED INSTALLATION DETAILS DRAWN: DWG NO, REV TJH 08-00878 D SCALE NTS IDATE 12/03/09 SHEET22A OF 27 INTERIOR EXTERIOR SIGNED: 1.,(?/I,j f r No4 62514 r Q` STATE OF !(�, 10iilta'X 1NTER14R EXTERIOR 1 5/8" MIN. 1/4" MAX. EMBEDMENT SHIM i 1" MIN. �F7 7 EDGE DIST. POCKET HDOK STRIP WODD BACKED 20 GA. STEEL STUD INSTALLATION #14 WOOD SCREW DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT, 1) DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) INTERIOR SHIM R�/ISIONS REV I DESCRIPTION D REVISED PER NEW REQUIREMENTS 1 5/S" MIN, 1 /4" MAX. EMBEDMENT SHIM —� 1/4 " ELCO MINO CRETE—FLEX DIST. SS4 —�—�— , 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 1X BUCK BY OTHERS #14 WOOD SCREW INTERtpR EXTERIOR POCKET HOOK STRIP 2X BUCWWOOD FRAME INSTALLATION WinDoor IN CURPC►RATED PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.0 I Expiration Dat 03/31/2021 DRAWN: By - JTJH -Dade Product Control SCALE NTS APPROVED R.L. EMBEDMENT EDGE DIST, D POCKET HOOK STRIP MASONRY/CONCRETE INSTALLAT/ON 7300 AM5T1~:RDAM DR1V� ORLANDU, FL 32832 Phone: A07,-0NS,9g0U nx amAet.oso5 www.windoorinc.com 8100 SERIES SMI REINFORCED & NO INSTALLATION DETAILS DWG N0, DATE 12/03/09 'SHEET23 OF �% MASONRY/CONCRETE BY OTHERS SIGNED: 06/19/2018 `1�ti1�4111JJ1J/ . ' 00ENse No. 165, f514 STATE OF = 2 1 ~S / A' A REVISIONS 6 9/16" " " �' i REV DESCRIPTION DATE APPROVED 1 1/41 1/4 3/4" iL D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 1 1 /2„ 11/16" 3 2 TRACK NS/WS SILL PAN 5 57/64 O ALUMINUM 6063-T6.075"THICK 6 51/64 1 6 1/16" 1 3/4" 2 TRACK WS O FRAME JAMB 0 2 TRACK WS FRAME HEAD 1 ALUMINUM 6063-T6.075" THICK ALUMINUM 6063-T6.075"THICK O 3 TRACK FRAME JAMB it iiiiiiip5 51 /64" ALUMINUM 6063-76 , 075" THICK 6 31 / 3 2' ���_ 9/16" 61/64" 4 2 TRACK WS SILL INSERT -� 5 7/8" 1 3/4" O ALUMINUM 6063-T6.075" THICK 5 51 /64" O 3 TRACK FRAME HEAD 3 1 /2" ALUMINUM 6063-T6.075" THICK 9/16 61 /64" 1 � JLj 3/4t 1111, 2 TRACK NS SILL INSERT 1 1 /1 6it iiiiii, ALUMINUM 6063-T6.075 THICK 1 1 /2" 70 2 TRACK WS RETRO SILL PAN ALUMINUM 6063-T6.075" THICK g SIGNED: 06 3 TRACK SILL PAN 7300 AMSTL;RD.AM DRIVE . ALUMINUM 6063-T6.075" THICK W1nD o o r ORLANDO FL 32832 ��� 11111111lr s ' L Q INCORPOFRATTD 1'b„nGau7.4xl,aaai . ' L1GENs ., t� 11=407,481,0505 V1'\ vfvAndoorinc.comT low 6 45/64" PRODUCT REVISED _� No, 6251 —� as complying with the Florida 8100 SERIES SMliiiiiin iiiiiio 13/16 61/64 NOA-No,Building Code17-1219.07 REINFORCECOMPONENTS INFORCED � �— Expiration Da ._03/31/2021 r�Q STATE OF DRAWN: DWG NO, REV , 10 3 TRACK SILL INSERT By - TJH o8—oo87s D '%� ��\�,. ALUMINUM6063-T6.075"THICK Miam de Product Control SCALE NTS DATE 12 03 09 SHEET24 OF 27 {, 1rQldAl. 111/1111 1` 1 1 /4" 1 3/4" 9 1 1 /64" 12 4 TRACK FRAME JAMB ALUMINUM 6063-T6.075" THICK 3o INTERLOCK SNAP COVER ALUMINUM 6063-T6.051 "THICK 3 9/32" �� 35/64" 9/32" � —t_ 28 PLAIN STILE T INTERLOCK ALUMINUM 6063-T6.075"THICK 4 1/2" �I 831" � � 9/16n �I !�� 38 HOOK STRIP ALUMINUM 6063-T6.080"THICK 9 11/32" 1 1 4 TRACK FRAME HEAD ALUMINUM 6063-T6.075" THICK 9 27/32" 3/4" 1 1/2" 13 4 TRACK SILL PAN ALUMINUM 6063-T6.075" THICK 9 5/64" 14 4 TRACK SILL INSERT ALUMINUM 6063-T6.075" THICK 4o HOOK STRIP WALL MOUNT ALUMINUM 6063-T6.075" THICK 2 23/32" 31 /32" 1 9/16" _� �i l 1 11/64" 45/64"� 32 PANEL STILE JAMB INSERT ALUMINUM 6063-T6.075" THICK 1 27/32„ 3_/LB.— 15 FRAME HEAD INSERT ALUMINUM 6063-T6.060" THICK �� 2 23/64" 45/64" 7 BUMPER JAMB INSERT ALUMINUM 6063-T6.060" THICK I 24 MALE BUTT STILE 7 1 /2 n EXT. OFFSET 39 HOOK STRIP `" "J WALL COVER 19 TALL BOTTOM RA4L ALUMINUM 6063-T6.075" THICK ALUMINUM 6063-T6.080"THICK ALUMINUM 6063-T6.080" THICK PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.07 REVISIONS REV � DESCRIPTION D I REVISED PER NEW REQUIREMENTS 23 FEMALE BUTT STILE EXT. OFFSET ALUMINUM 6063-T6.080" THICK 8" 4 4 13/64" 1 1 /64" 25 FEMALE BUTT STILE INT OFFSET WinDoor INCURI�URATF.D Expiration Date-03/31/2021 DRAWN: ��_ -- TJN By Miam - ade Product Control SCALE NTS ALUMINUM 6063-T6.080" THICK DATE 11/30/17 1 9/16" APPROVED R.L. 3 1 /2" 17 TOP RAIL ALUMINUM 6063-T6.080" THICK 1 9/16" 3 29/32" 18 BOTTOM RAIL ALUMINUM 6063-T6.OB0"THICK 7500 AMST;✓RDAM DRIVE, ORLANDU, FL 32832 Phonc 4U7pg1.tl4W L+ax�407,481.05!)5 WWIi%.W1�7�OOflriC.COIIl 8100 SERIES SMl REINFORCED & NON —REINFORCED COMPONENTS DWG N0. REV as—oos7a D DATE 12/03/09 SHEEP 25 OF 27 `�{{11'1lil/�I`� � � ,� '. � � t�10. 6'2574 1 = * .,� �r �Q , STATE OF -��` n' �f��t�NA� 5,`1� 3 1 /2 3/4" 2 5/16" 22 INTERLOCK STILE ALUMINUM 6063-T6.080" THICK �3 1/2"� 1 3/4" 21 LOCK STILE ALUMINUM 6063-T6.080" THICK 2 47/64" 1/8" 2 11/64" 47 FEMALE BUTT STILE REINFORCING BAR ALUMINUM 6005-T5.125" THICK 2 1 1 /32'i 11/64" 1 45/64" ---� 1 29/32" �--- 46 INTERLOCK REINFORCING BAR ALUMINUM 6005-T5.168" THICK 27/32" 0.201' TYP, 6> 23/64" 1 3/47 2 23/32" .L " 7 3 MT SCREEN STILE ALUMINUM 6063-T6.060" THICK 1 39/64" 3" Ll F�l 72 MT SCREEN TOP/BOTTOM RAIL ALUMINUM 6063-T6.060" THICK 1 3/4" 2 1/2 It --� 2 5/64" �-- 74 MT SCREEN STILE W/SEAL ALUMINUM 6063-T6.060" THICK 85 FIXED PANEL Z--CLIP 6063-T6 ALUM..050" THICK 1 1/64" 1 5/8" 1 � REV 7/16' r� D 2 19/32 � 1/8 41 9/16" HORIZONTAL GLASS STOP ALUMINUM 6063-T6.070" THICK 76 BOX SCREEN 1 21 /32" TOP/BOTTOM RAIL 7/32" r ALUMINUM 6063-T6.062 THICK- -----� 1 9/64 �— 1 /8,> 44 1 " VERTICAL GLASS STOP ALUMINUM 6063-T6.20" THICK 2 19/32" 1 5/8" 7/32„ 1 to73 8 / BOX SCREEN 1 71 STILE 43 I" HORIZONTAL ALUMINUM 6063-T6.062" THICK GLASS STOP +------� 1 31 /64" ALUMINUM 6063-T6.20" THICK 1 3/321 21/32" " [� 7/16" 1 /8 79 BOX SCREEN ASTRAGAL " ALUMINUM 6063-T6.050" THICK �� 1 23/32" 3/8" 1/8" 37/64" 45 6000 BUTT STILE REINFORCING BAR ALUMINUM 6061-T6.375"THICK �— 1/2 " 9/16" VERTICAL 42 GLASS STOP ALUMINUM 6063-T6.070" THICK " 1 9/64" 1/2� F 1 /4 78 BOX SCREEN SWEEP ALUMINUM 6063-T6.060" THICK PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1219.W7 IN CORPURATED REVISIONS DESCRIPTION REVISED PER NEW REQUIREMENTS 1 47/64" 33 1 314" SILL RISER ALUMINUM 6063-T6.060" THICK I 1.59" E 7 2 63/64" 35 to SILL SILL RISER ALUM UM 6063-T6.060" THICK " 1 3/16 2.841 4 15/64" 37 4 1/4" SILL RISER ALUMINUM 6063-T6.060" THICK it DATE � APPROVED 11/30/17 I R.L. �---"-� 7 2 15/64" 34 2 1/4" SILL RISER ALUMINUM 6063-T6.060" THICK 36 3 1/2"SILL RISER ALUMINUM 6063-T6.060" THICK 1 29/64 7300 AMST�,RDAM DRIVEORLANDO, FL 32$32 PhUne: 4n7AN].84ntl 1+nz 407,4B1.n505 wwwwindootinc.com 8 i 00 SERIES SMI REINFORCED & NO COMPONENTS Expiration Da e.,03/31/2021 DRAWN: e _ TJH y Miami- 'Dade Product Control SCALE NTS DATE 1 DWG NO. REV 08-00878 D /03/09 SHEET26 Or 41 15II/32" J� 75 MT SCREEN ASTRAGAL ALUMINUM 6063-T6.060" THICK SIGNED: 06/19/2018 ff V � r � r �. No. 62514 � Q STATE OF 4{/1 10NA1 � O.�`�.