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HomeMy WebLinkAboutNOAMIAMI•DADE MIAMI DADE COUNTY Rev, 111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26•Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 118100"Aluminum Sliding Glass Door w/wo 9011 &135° corner & w/wo Reinforcements APPROVAL DOCUMENT: Drawing No. 08-01172, Rev B titled "8100 Series Alum 901 & 1351 Corner SGD", sheets 1 through 13A, 13B, 13C, 13D, and 13E through 30 of 30, prepared by manufacturer, dated 01/20/11 and last revised on 06/15/15, signed and sealed by Luis R. Lomas, P.E., on 04/07/16 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 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 ofNOA. 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 and renews NOA No. 12-0130.12 and consists of this page 1, and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. 1 -�0 Expiration D o b' r J - .% APP rovDa 5 016 at@� � �� Page 1 WinDoor. Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0208. 01) 2. Drawing No. 08-01172, Rev B titled "8100 Series Alum 90' & 135' Corner. SGD", sheets 1 through 13A, 13B, 13C, 13D, and 13E through 30 of 30, prepared by manufacturer, dated 01/20/11 and last revised on 06/15/15, signed and sealed by Luis R. Lomas, P.E., on 04/07/16. 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 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. NTCL- 210-3643-1 and NTCL-210-3643-2, both dated 01114/11, and revised and reissued on 07/05/11, both signed and sealed by Gerald J. Feirera, P.E. (Note: These test reports have addendum letters dated 06/01/2011, issued by National Certified Testing Laboratories Inc., signed & sealed by Gerald J, Ferrara, P.E.) (Submitted under NOA No. 11-0208. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 5tn Edition (2014), prepared, signed, and sealed by Luis R. Lomas, P.E., dated 07/06/15, 03/09/16 and last revised on 04/26/16. 2. Glazing complies with ASTM E1300-04109 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 "Sentry Glass@ (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 2.- Notice of Acceptance No. 14-0423.15 issued. to Eastman Chemical Company (MA). for their "Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" (formerly Vanceva), dated 06/13/14, expiring on 11/11/18. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0715.05 Expiration Date: November 03, 2021 Approval Date: May 05, 2016 E-1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 511 Edition (2014), and of no financial interest, dated 06/08/15, signed and sealed by Luis R. Lomas, P. E. 2. Test lab statement, part of the above referenced test reports. 3. Statement addendum letters dated 06/01/11, issued by National Certified Testing Laboratories, Inc. signed and sealed by Gerald 1. Ferrera, P.E. G. OTHERS 1. Notice of Acceptance No. 12-0130.12, issued to WinDoor, Inc., for their Series "8100"Aluminum Sliding Glass Door w/wo 900 &1350 corner & w/wo Reinforcements, approved on 04/19/12 and expiring on 11/03/16. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No.15-0715.05 Explration Date:' November 03, 2021 Approval Date: May 05, 2016 E-2 144 O.A. HI 334 7/8" O.A. FRAME WIDTH 145 15/16" O.A FRAME WIDTH TO CORNER 186 15/16" O.A. FRAME WIDTH TO•CORNER 48" MAX. A t8 NOMINAL PANEL 90' CORNER WIDTH u 1/7 u MAX. REINF. REINF. I REINF. REINF, i i IFRAM GHT E. ♦ I i ♦ a► �► I ♦ 1 i x► X WALLIi X X! X X i X X POCKET UNDER 142 1/16 t i i i i I I I SEPARATE R MAX PANEL B t 1 t F i APPROVAL. TO 11 BE REV14)-IEWED HEIGHT 18 ; 19 i i i C E C G MAX. D.L.O. HEIGHT SEE NOTE I I t 1 I 9 SHEET 1 P ji NY b.. 1 O SERIES 8100 4'0 x 12'0 REINFORCED 2TRACK ALUMINUM 90' CORNER SGU WEEP SLOT EXTERIOR VIEW WEEP SLOT 1" x .1875" SEVEN PANELS 0112TRACKFRAME SHOWN, UNLIMITED NUMBER OPPAIVELSIN UNLIMITED CONFIGURATIONS, TYP. LOCATED'AT ALL BYPASS OR80• CORNER, ON2,30R4TRACKFRAME, WITH ORWITHOUT POCKETS, ARE APPROVED VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE ,USES VERTICAL CONDITIONS AS SHOWIVAND THE TOTAL FRAME AREA DOES NOT EXCEED-502 SQUARE FEET. 1411-10-A EXTERIOR REVISIONS DESCRMN DATE I APPROVED DAOE LETTER DATED MARCH 21, 2011 03/24/11 R.L. D CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE, 5th, EDITION INCLUDING THE HVHZ. 2. WOOD FRAMING/ 1X OR 2X BUCK, 20GA. 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, 20GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-76 .075" THICK. PANEL MATERIAL: EXTRUDED ALUMINUM 6063—T6'.080" THICK. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/-09 WITH LARGE MISSILE IMPACT.GLASS. SEE SHEET 17 FOR GLAZING DETAILS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.. B. MAXIMUM 4'0 x 12'0 PANEL SIZE; 51 3/4" x 142 1/16" MAXIMUM 5'0 x WO PANEL SIZE: 63 3/4" x 118 1/16" 9. MAXIMUM D.L.O. SIZE 4'0 x 12'0 PANEL: 40 1/4" x 132 5/8" (STD. BOTTOM RAIL) OR 129 3/32" (TALL BOTTOM RAIL), 10. MAXIMUM D.L.O. SIZE 5'0 x 10'0 PANEL.• 52 1/4" x 109 3/16" (STD. BOTTOM RAIL) OR= 105 3/32" (TALL BOTTOM RAIL). G REINFORCED UNIT WITH SILL RISER #34 TABLE OF CONTENTS DESIGN PRESSURE RATING /MPACTRA7ING SHEET NO. DESCRIPTION t70.OPSF LARGE 1 — 12 ELEVATION, LAYOUT, NOTES AND DESIGN PRESSURES MISSILEIMPACT 13 DESIGN PRESSURE RATING CHARTS FOR MASONRY/CONCREYEAND METAL INSTALLATION 14 _ 15 ANCHORING LAYOUT AND NOTES IT FOR ADDITIONAL S1ZE5 SEE SHEET 13A 16 CLUSTER AND ANCHOR LOCATION DETAILS 17 — 18 BILL OF MATERIALS, GLAZING OPTIONS AND CROSS SECTIONS 19 — 22 CROSS SECTIONS 23 — 26 INSTALLATION DETAILS 27 LOCKING HARDWARE LAYOUT 28 —•30 COMPONENTS SIGNED: REINFORCED UNIT WITH SILL RISER 04 DESIGN PRESSURE RATING IMPACT RATING 157.3PSF LARGE MISSILE IMPACT FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 130 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.Q. WIDTH = NOMINAL PANEL WIDTH — 9 1/2" SERIES 8100 4'0 x 12'0 ALUMINUM 90° CORNER SGD REINFORCED2TRACKLAYOUT .\\\`\�•.t:!.rl/j' eROODUCyng wElth SEPorlde Bulldln9 Code •• 1�0Of ORLANDOD2832 / '` NOn-No. 16.0715.05 INCORPORATED° �V.v7adoorinC wm vJ•'�CENS''9d VF •. Explrallo ato11/0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SOD 4'0 x 12'0 AND WO x 10'0 PANELS — LMI 0 r y,ufi�J�. +»ur Ey 4'0 X 12'0 90' 2TRACK ELEVATION AND LAYOUT yJO t S A EEE OF mlamt ado ro uctcontro -- iA..,nP.t. TJH 08-01172 SHEET 1—or 334 7/8" O.A. FRAME WIDTH 146 15/16" 0 ' A 186 15/16" O.A. FRAME WIDTH TO CORNER 48' MAX. FRAME WIDTH TO CORNER NOMINAL PANEL 90' CORNER 144" MAX. REINF. I I I I REINF. I rcenvr. I i I POCKET WALL O.A. FRAME y L I » �► �'► I !► UNDER HEIGHT X I X I X X i X i X SEPARATE 142 1/16 1 I i I I APPROVAL, TC MAX, Q — I ' I I! BE REVIEWED PANEL BY AHJ, HEIGHT I '— i 9 D MAX. D.L.O. 19 HEIGHT i i I i SEE NOTE 9 SHEET 1 WEEP So OT SERIES 8100 4 O x 12V REINFORCED 4TRACK ALUMINUM 900 CORNER SGD EXTERIOR VIEW WEEP SLOT 1" x .1875' /SE VEN PANELS ON 4TRA CK FRAME SHOWN, UNLIMI TED NUMBER OF PANELS IN UNLIMITED CONFIOURA TIONS, TYP. LOCATED AT ALL BYPASS ORGO- CORNER, ONA3OR4TRACKFRAME,,WRHORWITROUTPOCKEM,AREAPPROVED VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE, USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAME AREA DOES NOT EXCEED 502SQUARE FEET. 11 REINFORCED UNIT WITH SELL RISER N34 DESIGN PRESSURE RATING IMPACT RATING t70.OPSF LARGE M18SfLE IMPACT FOR MASONRY/CONCRETEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 13A RFIMFn;?rFn UNIT WITH SILL RISER 934 EXTERIOR SERIES 8100 4'0 x 12'0 ALUMINUM 90° CORNER SGD REINFORCED4TRACKLAYOUT DESIGNPREBSURERATING IMPACTRATING f67.3PSF LARGE MISSILE IMPACT FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET ISC REVISIONS DESCRIPRON DATE I APPROVED PER DADE LETTER DATED MAY 00, 2010 OS/12/10 R.L. WDED CHARTS FOR WOOD INSTALLATION 06/1.5/15 1 R.L. PANEt 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" SIGNED; 04, T REVISED ngwlththeFlorlda T 7500AMS'TBRDAMDRNS L��x ORLANDO,FL32832 \\ f;', e 15-0715.05 INCORPORATED 'v 'rv=la'awia w w.wlndoodmcom 0 Data11/0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 x 12-0 AND 5.0 x 10'0 PANELS -- LMI 4'0 x 12'0 90' 4TRACK ELEVATION AND LAYOUT�� y 6iA7E IL Fro uotcontro DRAWN: DWO NO. REV ITJK OB-0111172 8 sCAEE DATE NTS 01/20/11 2 OF 30 1111 N 418 13/16" O.A. FRAME WIDTH 183 7/8" O.A 234 7/8" O.A. _ FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 60" MAX. A r NOMINAL 18 90' CORNER PANEL WIDTH REINF. I 118 1/16 B X { 42 MAX, N i8 - I PANEL C { HEIGHT O.A.HEIGHT "FRAME MAX. D. HEIGHT SEE NOTE { I I 10 SHEET 1 i 6" TO WEEP SLOT WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES tad EXTERIOR 0 i REINF. REINF. I REINF. I REIN i F. — x. � x --- X { X { j9 ( { SERIES 8100 5'0 x 10'0 REINFORCED 2TRACKALUMINUM 900 CORNER SGD EXTERIOR VIEW SEVEN PANELS ON27RACK FRAME SHOWN, UNLIMITED NUMBER OF PANELS /N UNLIMITED CONFIGURATIONS, BYPASS OR SO- CORNER, ON 2, 3 OR 4TRACKFRAME, WITH OR WITHOUT POCKETS, ARE APPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE, USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAMEAREA DOES NOT EXCEED 623 SQUARE FEET. REINFORCED UNIT WITH SILL RISER #34 DESIGN PRESSURE RATING IMPACTRATING t80.OPSF LARGE MISSILEIMPACT FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 13A REINFORCED UNIT WITH SILL RISER #34 DESIGNPRESSURERATING IMPACTRATING tSi.2PSF LARGE MISSILE IMPACT SERIES 8100 5'0 x 10'0 ALUMINUM 90a CORNER SGD REINFORCED 27RACK LAYOUT FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 13C REV{SION9 DESCRIPTION I DATE APPROVED PER DADE LETTER DATED MAY 06. 2010 05/12/10 R.L. ODED CHARTS FOR VIOOD INSTALLATION 06/15/15 R.L. POCKET WALL UNDER SEPARATE APPROVAL. TO BE REVIEWED BY AHJ, PANEL HEIGHT AND P.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" SIGNED., 04107120: OPRODP jln wl h tSEPIDoritlo WinDoor ORLANDD,F n2832 \�\I R ,.t4 Z NOA-No. 15.0715.05 INCORPORATED T� ty'��y°0 y,�yindoodnccom `N-'1,0FNS�t�J Expiration Dato11103/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD *� 0y� 61/1' By 4'0 x 12'0 AND 5'0 x 10'0 PANELS — LMI �,d (r,Ces . Miamlp aProtluetControl 5'0 x 100 90' 2TRACK ELEVATION AND LAYOUT �99-. AT OP. DWO NM REV 08-01172 8 NTS DATE 01/20/11 SHEET3 OF 30 !!I M 418 13/16" O.A. FRAME WIDTH 183 7/8" O.A 234 7/8" O.A. _ FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 611" MAX, A NOMINAL 18 90' CORNER PANEL WIDTH 118 1 MAX. 1- 18 PANEL 120" MAX HEIGHT O.A. FRAME MAX. D.L.O. HEIGHT I HEIGHT SEE NOTE 10 SHEET 1 6" TO WEEP SLOT WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES IttfCA O 2 B 9 INTERIOR A i81 I EXTERIOR — X X R — X. X P — X p Q G SERIES 8100 510 x 10'0 NON -REINFORCED 2TRACKALUMINUM 90c CORNER SOD EXTERIOR VIEW SEVEN PANELS ON 2TRACK FRAME SHOWN, UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, BYPASS OR go, CORNER, ON2, S OR 4TRACKPRAME, WITH OR WITHOUT POCKETS, AREAPPROVED AS LONG AS INDIWDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAMEAREA DOES NOT EXCEED 50 SQUARE FEET. NON -REINFORCED UNIT WITH SILL RISER #33 Q DESIGN PRESSURE RATING IMPACT RATING �' LARGE 150,0PSF MISSILE IMPACT FOR WOOD, MASONRYICCNCRETEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 13E SERIES 8100 50 x 10'0 ALUMINUM 90° CORNER SGD NON -REINFORCED 2TRACKLAYOUT RMIONS DESCRIPRON DATE APPROVED PER DADE LETTER GATED MAY 06, 2010 OS/12/10 R.L MDED CHARTS FOR,WOOD INSTALLATION 06/15/15 JR.L. POCKET WALL UNDER SEPARATE APPROVAL. TO BE REVIEWED BY Mi. PANEL HEIGHT AND O.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" SIGNED: 0410712016 REVISED W nDoor with the Florida ORLAN�DO FFLL32832� 115.07115.05 INCORPORATED Y 1 nnvw,wlndoodnccom `y�%•�\(,rOAls�l�tlf 011l 8100 SERIES ALUMINUM 90' & 135' CORNER SGD w 1k.• ��tr10yB�6 •• 4'0 x 12'0 AND 5'0 X 10'0 PANELS - LMI , a -roduct control 5'0 X 10'0 90' 2TRACK ELEVATION AND LAYOUT • 9 iq�• A OF ti,ty 3H • 1 08-01172 CAME NTS JDATE 01/20/11 SHEE74 OF 30 118 1 II MAX. 2 PANEL HEIGHT 120" MAX. I MAX. D.L.O, O.A. FRAME HEIGHT HEIGHT SEE NOTE 1 10 SHEET 1 6" TO WEEP SLOT WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES 418 13/16" O.A. FRAME WIDTH 183 7/8" O.A 234 7/8" O.A. FRAME WIDTH.TO CORNER FRAME WIDTH TO CORNER 60" MAX. NOMINAL 90' CORNER I PANEL WIDTH REINF. � r ' REINF. ' r REINF. ij.j' REINF. i ' REINF. X i X i— X X F— X i X REVISIONS REV DESCRIPTION GATE APPROVED A PER DADE LETTER DATED MAY 06. 2010 05/12/10 R. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L i POCKET WALL UNDER SEPARATE XAPPROVAL. TO II BE REVIEWED 1-- I I BY AHJ. / SERIES 8100 510 x 10'0 REINFORCED 4TRACKALUMINUM 901 CORNER SOD EXTERIOR VIEW SEVEN PANELS ON 27RACKFRAME SHOWN, UNLIMITED NUMBER OFPANELS IN UNLIMITED CONFIGURATIONS, BYPASS OR So* CORNER ON2, 3 OR 4TR40K FRAME, WITH OA WITHOUT POCKETS, AREAPPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMU14 PANEL SIZE, USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAME AREA DOES NOT EXCEED 523 SOUAREFEET. REINFORCED UNIT WITH SILL AISER #34 DESIGNPRESBURERATING IMPACTRATING LARGE t80.OPSF MISSILE IMPACT .^ FOR MASONRY/CONCRETEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET ISA REINFORCED UNIT WITH SILL RISER #34 EXTERIOR SERIES 8100 5'0 x 10'0 ALUMINUM 901 CORNER SGD REINFORCED4TRACKLAYOUT DESIGN PRESSURE RATING IMPACT RATING t61.2PSF LARGE MISSILE IMPACT FOR WOODL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 13C PAN L HEIGHT ANO D.1.0. 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" PRODUCT REVISED ��TT'� 7500 AMSfHRTTAM DRIVE as com Iyylng with the Florida WJ•nD OO� ORLANDO, FL32832 Building CO11e F6 nt.07At1A1N NOA-No. 16-0715.05 INCORPORA'TSD 7w,+e74-M WmY.Windoodcowm Expiration Date1110312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 X 12'0 AND 5'0 X 10'0 PANELS — LMI min � p�� rods ut Control 5'0 X 10'0 90'_ 4TRACK ELEVATION AND LAYOUT DRAWN: DWO No. i RE TJH 1 08-01172 SCALE NTS I DATE 01/20/11 1 SHEET5 OF 30 SIGNED: 0410712016 �Ullllll/l to 120' O.A. HE 418 13/16" O.A. FRAME WIDTH 183 7/8" O.A 234 7/8" O.A. FRAME WIDTH TO CORNER FRAME WIDTH -TO CORNER 611" MAX. NOMINAL 20 on• rnpmrp I PANEL WIDTH REVISIONS DESCRIPTION DATE APPROVED PER DADE LETTER DATED MAY 00. 2010 05/12/10 R.L. IDDEO CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. POCKET WALL ri r UNDER II ~ M 41 ~ ~ � I SEPARATE tl APPROVAL. TO I 118 1/16 1 _ X X — X X 2 _ — X X — X I BE REVIEWED MAX. 1f 21 BY AHJ. PANEL MAX. HEIGHT 2 21 2 FRAME MAX. D.L.O. GHT HEIGHT 1 SEE NOTE I 10 SHEET 1 i ri ri 9f � 9f rr 6" TO WEEP SLOT WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES EMIRIOR SERIES 8100 5'0 x 10'0 NON -REINFORCED 4TRACKALUMINUM 90° CORNER SGD EXTERIOR VIEW SEVEN PANELS ON 2TRACK FRAME SHOWN, UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS BYPASS OR SO° CORNER, ON 2,3 OR 4TRACKFR4ME, WITH OR WITHOUT POCKETS. AREAPPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE, USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAMEAREA DOES NOT EXCEED 523 SQUARE FEET. NON -REINFORCED UNIT WITH SILL RISER N33 DESIGN PRESSURE RATING IMPACT RATING +50.0PSF LARGE M/SSlLE1MpACT SERIES 8100 5'O x 10'0 ALUMINUM 90° CORNER SGD NON -REINFORCED 4TRACK LAYOUT FOR WOOD, MASONRY/CONCRETEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 13E 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" SIGNED: 0410712016 PRODUCT REVISED WiDT7W AMJ113iLLJAM VKy- ODr ....... \SN"!"/ aocompl9ingwlththoFlorlda Bullding Code ORLANDO,PL32032 Ptmrc/7/MIA100 \\\\�6;-.L0AA�� / \ .�q �� NOA-No. 15.07'15.05- INCORPS)RATE 1-- AB-104 w1mmindo-11-.mm : v.•�\GFA10*6 tP . WOO, SERIES ALUMINUM 90' & 135' CORNER SGD ExplratlonDntollIO312021 ptk• 0 1261 BY 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI Mlem-D ro uetconerol 5'0 x 10'0 90' 4TRACK ELEVATION AND LAYOUT TAT E OF %p'� : �CpR10P •G\�� ORAwN: TJH ow0 R0. 08-01172 REV s5a 1JT5 DATE 01 /20/11 s"wT 6 OF 30 11 332 5/8" O.A. FRAME MOTH 146 7/8' O.A 185 3/4" O.A. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 48" MAX. A NOMINAL 18 135' CORNER PANEL WIDTH / / L REINF, REINF. REINF, L I L i REINF. I L �► L I L « » X POCKET WA X i Xi i X X X { X i UNDER 142. 1/16 i SEPARATE M/ X. APPROVAL PANEL116' _ i D i_ F i __ i F i_ BE REVIEWS HEIGHT. i f9 I I 1 2 BY AHJ. 144" MAX. O.A. FRAME MAX. D,LO. 2 I I f9 22 HEIGHT HEIGHT SEE NOTE 9 SHEET 1 L I I I i 6" TO WEEP SLOT WEEP SLOT 1" x .1875"' TYP. LOCATED AT ALL SERIES 8100 4'0 x 12'0 REINFORCED 2TRACK ALUMINUM 135' CORNER SGD VERTICAL CENTER LINES EXTERIOR VIEW SEVEN PANELS ON 2TRACK FRAME SHOWN, UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, BYPASS OR 135• CORNER, ON2, 3OR4TRACK FRAME, WITH OR WITHOUT POCKETS, ARE APPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE, USES VERTICAL CONDITIONS AS SHOWNAND THETOTAL FRAMEAREA DOES NOT EXCEED 409 SQUARE FEET, REINFORCED UNIT WITH SILL RISER N34 DESIGNPRESSURE RATING IMPACTRATING 170.0PSF LARGE MISSILE IMPACT FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 138 REINFORCED UNIT WITH SILL RISER 1134 DESIGN PRESSURERAT/NG IMPACTRATING PRODUCT REVISED t57.3PSF LARGE Building lding Code with the Florida MISSILE IMPACT NOA-nDootle • NOA-No. 15.0715.05 FOR WOOD INSTALLATION ExplratlonDate 11103/2021 PANEL HEIGHT AND D.L.O. FORMULA FOR ADDITIONAL SIZES SEE SHEET ISO By PANEL HEIGHT - UNIT HEIGHT — 1 ,9/16" Miami-Iratl tluct Control MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT — 9 1/2' D.L.O. WIDTH a NOMINAL PANEL WIDTH — 9 1/2" REVISIONS DESCRIPTION DATE APPROVED PER DADE LETTER DATED MAY 08. 2010 1 05/12/10' R.L. IDDED CHARTS FOR WOOD INSTALLATION 06/15/15 1 R.L. G 0 F C C F �pQ' D RIOA f9 19 18 EXTERIOR SERIES 8100 4'0 x 12V ALUMINUM 135, CORNER SGD REINFORCED 2TRACK LAYOUT SIGNED: 0410712016 �y�� W 11► J��Y pgAN p gy32 328 1 I ILI.I,,7V ri D� 11VCC1RPORA'TED y�uuelDoos� wvw.wlndomincwm \``��\� �`V�;•`��+ENS0•gLO��.� 8100 SERIES ALUMINUM 90' 1 CORNER SGD � 4'0 x 12'0 AND 510 x 10'0 PANELS" — LMI 4'0 x 12'0 135' 2TRACK ELEVATION AND LAYOUT _4• TA OF ,;4� TJH 1 _ 0.8-01172 SCALE NTS DATE 01/20/11 ISHEE7 OF 30 i 144' O.A. HE 332 5/8" O.A. FRAME WIDTH 145'7/8" O.A 185 3/4" O.A, FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 48" MAX. NOMINAL WIRTW 135'. CORNER 0 REINF. i / ` / REINF. i / REINF. i // REINF. 142 1/16PANEL MAX. y X ' ♦ 1 X i t ♦ X �► „ X i y i X t 1 » i X i I y i �X i POCKET WALL UNOER SEPARATE PROVAL. TO HEIGHT i BE REVIEWED MAX. cHRAMT E I MAX. D.L.O. HEIGHT 140 i p i8 F BY AHJ, SEE NOTE i 9 SHEET 1 ; i / i %%i �i I 6" TO WEEP SLOT WEEP SLOT 1" x .1875" SERIES 8100 410 x1210 REINFORCED 4TRACKALUMINUM 135- CORNER SGD TYP. LOCATED AT ALL EXTERIOR VIEW VERTICAL CENTER LINES SEVEN PANELS ON4TRACKFRAMESHOWN, UNLIMITEDNUMBER OFPANELSINUNLIMITED CONFIGURATIONS, BYPASS OR 135"0011NER, ON2, 8OR 47RACKFRAME, WJTHOR WITHOUT POCKET4 AREAPPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE, USES VERTICAL CONDITIONS AS SHOWN AND THE TOTAL FRAME AREA DOES NOT EXCEED 499 SQUARE FEET. REINFORCED UNIT WITH SILL RISER 034. DESIGN PRESSURE RATING IMPACTRATING ±70.0PSF LARGE MISSILElMPACT FOR MASONRY10ONCRETEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEESHEET 138 REINFORCED TWIT WITH RILL RISER N34 DESIGN PRESSURERATING IMPACTRATING ±b7.3PSF LARGE MISSILE IMPACT FOR WOOD INSTALLATION FORADDRTONAL SIZES SEE SHEET 13D 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" aenvaxs OESCfUPTION DNE APPROVED PER DADE LETTER DATED MAY 06. 2010 05/12/10 R.L. ADDED CHARTS FOR WOOD INSTALLATION 08/15/15 R.L. ►1 cn I cnwn SERIES 8100 4'0 x 12'0 ALUMINUM 1351 CORNER SGD REINFORCED 4TRACK LAYOUT SIGNED:04107/2016 REVISED with the M.N. AM a W1111JOOr RLANDAMSD L3282 R �;d�7�/�� a 15.0715.05 IIVCORO1 PLATSD �alia— www.%Ontloatiae.com `\\$ `\••�\G�NS�•�Ln! V do11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD •�� *4*'147' 4'0 x 12'0 AND 5'0 x 10'0 PANELS -- LMI 4 0 x 12 0 135' 4TRACK ELEVATION AND LAYOUT �tI nanwu_I DWO NO. REV �i'�.P_;c[ORIQP:\� 'JH 01 08-01172 30 V EVASIONS 418 13/16" O.A. FRAME WIDTH REV DESCRIPTION DATE APPROVED 183 15/16" OA 234 15/16" O.A. A PER UWE LETTER DATED MAY 06. 2010 05/12/10 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER a ADDEO CHARTS FOR WOOD INSTALLATION 06/15/15 R.L 60 MAX. No NAL 135' CORNER I PANELIWIDTHFO -------- - �__ REINF. �� I ' REINF, n REINF. i REINF. POCKET WALL J d I I UNDER 118 1/16 B X i 44 X 1 X X F I— X i X F i — X SEPARATE MAX. 18 I 19 Q L 2 I APPROVAL.TO P I I I I BE REVIEWED II HEIGHTPANEL C C BY AHJ. �I I- 1 19 i 2 I I 120" MAX. MAX. O.L.O. O.A. FRAME HEIGHT HEIGHT SEE NOTE 10 SHEET 6" TO WEEP SLOT SERIES 8100 5'0 x 10'0 REINFORCED 2TRACKALUMINUM 135- CORNER SGD G WEEP SLOT 1" x .1875 EXT9RIORVIEW TYP. LOCATED AT ALL SEVEN PANELSON2TRACKFRAMESHOWN,UNLIMITEDNUMBEROFPANELSWUNLIMITEDCONFIOURATIONS VERTICAL CENTER LINES BYPASS OR1361 CORNER, ONZ,3OR4TRACKFRAME, WITH ORWITHOUTPOCKETS,AREAPPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE, USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAMEAREA DOES NOT EXCEED 623 SQUARE FEET. F REINFORCED UNIT WITH SILL RISER N34 DESIGN PRESSURE RATING IMPACT RATING C+ LARGE 2 Q� t70.OPSF MISSILEIMPACT FOR MASONRY/CONCRETE AND METAL INSTALLATION B D J FORADDITIONALSrZESSEESHEETI3B i INTERIOR REINFORCED UNIT WITH SILL RISER #34 A DESIGN PRESSURE RATING IMPACTRATINO 18 f6i.2PSF LARGE MrssaElMPacr I EXTERIOR FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET ISO SERIES 8100 5'0 X 10'0 ALUMINUM 135°CORNER SGD REINFORCED 2TRACKLAYOUT SIGNED:0410712016 PRODUCT REVISED ��T� 1500AMS'L'BRIIAMT)RIVS \\`,�V1�lIIL0,VV as complyyingg with the Florldo V1/ 1�00f ORLANDO,FL32832 \ BOA-Ng.Buildingcada 15-0715.05 INCORPORATED L '"aoL iuwai0 www.wlndo°dnawm V '��pENS��;IP��.� PANEL HE(1 HT ANO D L.0 FORMULA N ,�(� PANEL HEIGHT = UNIT HEIGHT - 1 9/16' Expiration Date1110312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD ��,*�`Oy�6�1 MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" 4'0 x 12'D AND 5'0 x- 10'0 PANELS - LMI =0 iia. D L.O. WIDTH NOMINAL PANEL WIDTH - 9 1/2" e r "'�' SSSSSTATEEE Iml.nd-Droduc bontrol 5'0 x 10'0 135' 2TRACK ELEVATION AND LAYOUT �g1 0 LAwN:REvHNA 1E sNEET9 OFALE AITC DATE I /2n/11 30 _ REVISIONS 418 13/16" O.A. FRAME WIDTH REV OESCMPTION DATE �FFRoveo 183 15/16" OA -234 15/16" O.A. A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER D ADDED CHARTS FOR WOOD INSTALLATION 06/15/1s R.L. 60" MAX. H NOM NAL 13V CORNER PANEL WIDTH W DTH 20 ----- I i 1 � REINF. REINF. I POCKET WALL il REINF. I I 1 I REINF. I i « �► ' �► 1 i_ y APPROVAL.SEPTO 118 1/16 ! 1 « i I 1 1 F — X d X 1 X 1— X X ^ X I X BE REVIEWED n PANEL 0 f 19 I .. F 2 G 1 BY AHJ, y HEIGHT 2 i 0 120" MAX. MAX. D.L.O. O.A. FRAME HEIGHT HEIGHT 10E9HEETEI 6" TO WEEP SLOT �` SERIES 8100 5'0 x 10'0 REINFORCED MACK ALUMINUM 135` CORNER SGD WEEP SLOT 1" x .1875" ' EXTERIOR VIEW TYP. LOCATED AT ALL SEVEN PANELS ON 2TPACK FRAME SHOWN, UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, H VERTICAL CENTER LINES BYPASSOR135°CORNER,ON2,3OR4TRACKFRAME, WITH ORWITHOUTPOCKETS, AREAPPROVED 20 AS LONG AS INDIVIDUAL PANEL SIZE DOES NOTEXCEED MAXIMUM PANEL SIZE, USES VERTICAL CONDITIONS 0 AS SHOWN AND THE TOTAL FRAMEAREA DOES NOT EXCEED 523 SQUARE FEET. REINFORCED UNIT WITH SILL RISER #34 DESIGI4PRESSURERATING IMPACTRAT/NG t70.OPSF LARGE MISSILE IMPACT F FOR MASONRY/CONCRETEANDMETALfNSTALLATION I D J FORADDITIONALSIZES SEE SHEET--- 0 INTERIOR 18 19 REINFORCED UNIT WITH SILL RISER #34 Q DESIGNPRESSURERATING /MPACTRATING p\0 LARGE 161.2PSF MISSREIMPACT FOR WOOD INSTALLATION EXTERIOR • PANEL HEIGHT AND D.L.O. FORMULA FOR ADDITIONAL SIZES SEE SHEET 131) SERIES 8100 5'0 x 10'0 ALUMINUM 135° CORNER SGD PANEL HEIGHT = UNIT HEIGHT — 1 9/16"' REINFORCE04TRACKLAYOUT SIGNED: 0410712016 MAXIMUM O.L.O. HEIGHT - PANEL HEIGHT -- 9 1/2" D.LO. WIDTH =NOMINAL PANEL WIDTH — 9 1/2" PRODUCT REVISED Doo� R1AND0P 328D E \\R�ILIb/ ae complying with the Florida Vy Building Code - IS' To �1 \�• • • '9 /,r NOA-No. 15.0715.05 IIVCORPOR�Lh'ED r,"ai,ee,nIS' ww.vavindoodne.eom ` �• \.\C EN3N`•tP Expiration Date 11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SOD : 1r• ,�1;;((''�10 6 113y 4'0 x 12'0 AND 5'0 x 10'0 PANELS — • LMI = a •,Ltff�ITATIV Mlam roduet control 5'O x 10'0 135' 4TRACK ELEVATION AND LAYOUT i J0 BTAT Dwww 0wo No. R� :'6\�\� sraLe OA1E OS s0E72 B 7///%�oHA"�N\\\\ NTS 01/20/11 10 OF_30 418 13/16" O.A. FRAME WIDTH 183 15/16" O.A 234 15/16" O.A. _ FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 60"-MAX. A NOMINAL 18 e135' CORNER 1 PANEL WIDTH REVISIONS DESCRIPTION I= APPROVED PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. WDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. I POCKET WALL UNDER 118 1/16 B — X X N — Xr ~ R — X X R — X SEPARATE MAX: 18 1 2 2 APPROVAL. TO PANEL Q G BE REVIEWED HEIGHT 2 — j — 2 — 20 — BY AHJ. MAX. D.L.O. 120" MAX. HEIGHT i O.A. FRAME SEE NOTE HEIGHT 10 SHEET 1 6" TO WEEP SLOT SERIES 8100 S'O x 10'0 NON -REINFORCED 2TRACK ALUMINUM 1350 CORNER SGD WEEP SLOT 1" x .1875" EXTERIOR VIEW TYP. LOCATED AT ALL SEVEN PANELS ON2TRACKFRAMESHOWN,UNLIMITEDNUMBEROFPANELSINUNLIMITEDCONFIGURATIONS VERTICAL CENTER LINES BYPASSOR185"CORNER,ON2,30R4TRACKFRAME,WITHORWITHOUTPOCKETS,AREAPPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE USES VERTICAL CONDITIONS ASSHOWN AND THE TOTAL FRAME AREA DOES NOT EXCEED 623 SQUARE FEET. NON -REINFORCED UNIT WITH SILL RISER #33 DESIGN PRESSURERATING IMPACTRATING t5010PSF LARGE Mf531LE1MPACT Q FOR WOOD, MASONRYIGONCRETEAND METAL INSTALLATION B FOR ADDITIONAL SIZES SEE SHEET 13E i8 INTERIOR 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" 01 EXTERIOR SERIES 8100 510 X 10'0 ALUMINUM 135° CORNER SGD NON•REINFORCED2TRACKLAYOUT SIGNED:0410712016 wRh the FoNda � �QQ PSI 32832 E 1R I IL O� //� ee OI1Lt1N010 �nc1°ff1°1&°D \\\\Nr J. • , ' q �. 15.0715.05 INCORPORATED r+masLosos mvw.wlndoodncwm `Q B = �,. �\G Ns�,�.s *�•/�1 0y� Date 1110312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4x AND 5'0 x 10PANELS — LMI x 10'0 1 35' 2TRACK. ELEVATION AND LAYOUT 35SiATE OF rodact controlWOx DPAwN: owo NO. O8 01172 B //iONA Ot \\\ STJH CALE DATE NTS 01/20/11 11 OF 30 418 13/16" O.A. FRAME WIDTH 183 15/16" O.A 234 15/16' O.A. _ FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 60" MAX. NOM NAL 135' CORNER PANEL WIDTH REYISfONS DESCRIPRON !AI/E PER DADE LETTER DATED MAY 06, 2010 OS/ 0DED CHARTS FOR WOOD INSTALLATION 08/15/15 1 R.L. R %/ %N 9� Y' ; POCKET WALL' UNDER OR X. — X X R - X X _ X SEPARATE 118 1/18 I APPROVAL TO MAX. 20 i 2 BE REVIEWED C1 BY AHJ, PANEL HEIGHT 120" MAX.E MAX.ED.L.O. O.A. FRAMH HEIGHT 10 SH ETSEEE1 IGHT 6" TO WEEP SLOT SERIES 8100 NO x 10'0 NON -REINFORCED 4TRACK ALUMINUM 135. CORNER SGD WEEP SLOT 1" x .1875" EXTERIOR VIEW TYP. LOCATED AT ALL SEVEN PANELS ON2TRACKFRAME SHOWN, UNLM41TEONUM19EROFPANELS INUNLIMITED CONFIGURATIONS VERTICAL CENTER LINES BYPASS OR135,CORNER, ON230R4TRACKFRAME, WITH OR WITHOUTPOCKETS,AREAPPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE, USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAME AREA DOES NOT EXCEED 523 SQUARE FEET. NCN•REINFORCED UNIT WITH SILL RISER 833 DESIGN PRESSURE RATING IMPACTRATING *50.0psp MISLARGE SILEIMPACT �\ FOR WOOD,MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET ISE II PANEL HEIGHT AND D.L.O. FORMUTA 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'- kyxl�m �4 Kee EXTERIOR SERIES 8100 510 x 10'0 ALUMINUM 135° CORNER SGD NON -REINFORCED 4TRACK LAYOUT SIGNED:04/07/2018 ngRwiith the Fonda Win�00Y ORLAND�� 283iniva •\,\\J`6 %R IlLID �//i d 16-0715.05 INCORPORATED r,+;+m.ul•osos vwxvindcorinc.com ` v.4*,\C+ENS'-.i Date11103/2021 8100 SERIES ALUMINUM 90' & 135• CORNER SGD 4RAITO 4'0 x 12'0 AND 5'0 x 10'0 PANELS — LMIro uci3� t control 5'0 x 10'0 135' 4TRACK ELEVATION AND LAYOUT gipOP r,,{{�� oRAwN: Dwo No. RTv ��i�'�••:��0Rkwt'4004 ScJA DATE 08 s01172 8 ��/ S�ONA 11������ NTS 01/20/11 12 OF 30 REINFORCED UNITS DESIGN PRESSURE CHARTS WITH GLAZING OPTIONS A, B, .0 AND D Maximum design pressure ca ecl chart PSF Series 0100 Ann". SOD Relntormd comer S00 • LMI w11314' Rlwr 032 For unitslnstal/ed In Mason lConcrefs or Metal structure He0h1 Noninalawle Ponel%Wlh (In) 24.0 1 30.0 38.0 2,0 40.0 1 0 1 60.0 �) Pos- Nog I Pos I oa Ne Pos Nog Poa Nog Pos ag Pos N 60.0 45.0 105.0 45.0 46.0 105.0 46.0 105.0 45.0 106.0 45.0 105.0 45.0 106.0 84.0 46,0 105.0 45.0 45.0 03.0 45.0 03.0 45.0 106.0 46.0 105.0 45.0 05.0 00.0 45.0 105.0 46.0 45.0 105.0 45.0 105.0 45. 106.9 46.0 105.0 45.0 06.0 98.0 45.0 105. 45.0 45.0 105.0 46A 105.0 45.0 05.0 45.0 105.0 45.0 105.0 108.0 46.0 105.0 450 $105.046.0 46.0 105,0 46.0 165.0 5.0 100.0 46A 06.8 45.0 92.3 114.0 45.0 105A 45.0 46. 05.0 6. 103.2 46,0 83.3 46.0 02.0 4&0 86.7 120.0 45.0 105.0 45.0 45.0 105.0 45A 97.0 45.0 87.6 45.0 88.0 45.0 80.0 126.0 4a.0 105- 46.0 4fiA 103.7 46.0 9. 46.0 '5 82A132.0 45.0 105.0 46.045.0 08.2 45.0 86.6 77.8198.0 45.0 105.0 46.0 4fi.0 83.3 45.0 82,1 45.0 73.7 144.0 45.0 105.0 45A 104.2 45.0 68.8 6A 78.0 45.0 1 70A I I- Maximum design pressure capacity Chad (PSF Soros8100A1um, 90D Reinforce Corner 300•LM w721IRLISor N33 For unffairidgifOdln MaxDnrylConcroto or Mefo/structure NalNnal SkAbPjrw1V 01h In24.0 30.0 20.0 420 64.0 e0.0 Pos. eg Pos eg Pos Nag Pos Nag N P0s Neg Pos Neg 6D.0 05,0 BOLO 06.0 BOLO 105.0 BOLO 105.0 Ob.O BOLO 105.0 BOLO 106.0 F"113:il'i BOLO 105.0 09.0 5.0 0.0 105,0 BOA 10fi.0 OtiA BOLO M106.0 .0 105.0 60.0 105.0 80.0 5.0 Gan 10.0 60A 105.0 t4l.0 100A. 60.0 105.0 61 105.0 San 105.0 603 M1 .0 60.0 10 0 80.0 106.0 105.0 60.0 105.0 60.0 050 00.0 105.0 60,0 5.0 San 105.0 6. 100.0 1 00A 80,0 BB.B 60.0 92.3 BOLO 1 S.0 P. BOLO 06,0 80.0 105.0 BOLO 103.2 93,3 80,0 82.0 BOLO B6.7 120.0 00.0 05.0 fie. 1a5.0 60.0 106.0 8A0 7.0 87. 6A0 68,0 San 80.0 120.0 0.0 05.0 106,0 Sam 03.7 BO.-O 9 .4 80.0 R 4 132.0 60.0 06.0 60.0 105.0 60.0 88.2 BOA 88.6 60.0 77.6 120.0 60.0 BOLO 105.0 60.0 93.3 60.0 82.1 1 60.0 1 73.7 14" 1 09.0 1 105.0 1 60.0 1 104,2 80.0 1 68.0 1 60.0_1 78.0 1 60.0 1 70.0 PAN I HEIGHT AND 01.0. FORMUTA 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" REVISIONS DESCRIPTION I DATE I APPROVED PER DADE LETTER DATED MAY 06, 2010 1 05/12/10 R.L .ODED CHARTS FOR WOOD INSTALLATION 1 06/15/15 R.L. Maximum design ressure capacity chart PSF Sert.6f00 Alum. Sol) Rainrorced Corner SOD • EMI w/3-Riser 434 For unite in staffed In Masonr lConcrele or Metal structure NonlnalSYgieP4nelWldmOn) 24.0 30.0 - 20.0 42,0 40.0Poa N Pos Me Poa eg Poa Nag Pas N Pos• Nag Poe Neg 80.0 105.0 60.0 10b.0 80.0 00.0� 105.0 60.0 106.0 80.0 120.0 80.0 120.0 EV. Sao. 10.9.0 80.0 105.0 80.0 SOLO 105.0 80A .0 80.0 120.0 BOA 2.0 60.0 1GO 80. 105,0 BOLO BOLO 05.0 BOA OSO BOLO 11fi.8 BOLO 100.1 t10.0 108.0 BOLO 1050 BOLO BOLO 165.0 B0�0 05.0 BD.O 112.7 80,0 106.9 BOLO 06,0 BOLO t05.0BO BD. 105A BOLO SOO BOLO 98,8 80,0 ti2,3 80.0 10FO BOA t06.0 BOLO j 00.0 1 33.2 BOO 833 80,0 92.0 80.0 85.7BOLO 105.0 60.0 os.0 80.0 tiao 87.0 0.0 57.5 80.0 8&0 BOA BOA1210 BOA 105,0 BOLO t05.0 BAO BOLO 9 80.0 62A132.0 60.0 105.0 80.0 106,0 BOLO 88.6 R.I 776.8130.0 BOLO 10&0 BOLO 106A BOLO BOLO 73.7 73.7 144.0 BOLO 105,0 80.0 04.2 60.0 BBA 78.0 78.0 70.0 7A0 Maximum design ressure as act chart PSP Series oleo Alum, 90D Relnroreod Corner SOD - LMI wl8 f!9"Riser 935 For unlfain slatted In MOconrj1 OW016erM4lfl Structure Wide S l- Panel Wdth (h) Height 24.0 20.0 3&0 2.0 48.0 61,0 00.0 (in) Pos Nog I Poe I Neu Pos Nag Pas I NDg Pas Nag Pos I Nog Pos Hog 60.0 160.0 10B.0 IDO.0 1105.0 100.0 105.0 1 10a.0 1 10.0 100.0 105.a 100.0 1 12o.0 100.0 120.0 84,0 100.0 105.0 10D.0 105.0 10DA 105.0 100.0 105.0 100.0 106.0 100.0 120.0 100.0 120.0 80.0 Man 105.0 100.0 ICU 100.0 105.0 100.0 105.0 100.0 105.0 100.0 115.9 100.0 109.1 88.0 100.6 106.0 100.0 106.0 100.0 105.0 100.0 105A 100.0 105,0 ,0 12.7 100.0 105.0 706.0 100.0 706.0 100.0 105.0 10D.0 105.0 loo.0 105.0 100.0 1010 98.6 98.0 92.3 922 N4,0 TOOLS 106,0 10A0 105.0 100.0 105.0 100,0 1032 93.3 93.3 82.0 82,0 85,7 B6.T 120,0 100.0 105,0 100A 105.0 100.0 105.0 07.0 97.0 67,6 87 88.0 San 80,0 80,0 126,0 100,0 06.0 100.0 105.01 Joan 103.7 BiA 91.4 62A 82. - - 32.0 100.0 105.0 100.0 t06.0 98.2 91) BB5 805 77.8 77.8 30.0 100.0 1105.0 10010 105A 1 83.3 1 93,3 82.1 82.1 1 73.7 73.7 44.0 10D.0 1 105,0 1 ID10 1104.2 1 88.9 1 88.9 78.0 1 76.0 I 70.0 70.0 REVISED 7500 AMSISRDAM DRWE with the Florida WinDoor OMMD0,1702632 15-0715.05 INCORPORATED PbncfarAe1E/o0 r,stor4elnsal mvw.windoodne.com to 11l0312021 8100 SERIES ALUMINUM 90' & .135' CORNER SGD 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI vroduc�ontrol 90' UNIT DESIGN PRESSURE RATING CHARTS TJH 08--01172 sH- 13A OF 30 SIGNED: 0410712016 \°�1 `��vJ•��C E N REINFORCED UNITS DESIGN PRESSURE CHARTS WITH GLAZING OPTIONS A, B, C AND D Maximum design Pressure capacitV chart (PSF Ser1ODB10DAIUm. 1360 Relnforead Cornor SOD -L I W11314"RI60f#32 For unllelndalled In MgsQnyyjConcrqfo or Mefel drucrme N)m401 single Panel W1dlh (In) Might 24.0 1 30.0 20.0 1 42.0 40.0 54.0 60.0 (N) POD Kea POD Nog POD N Poe No Poe N Pos No Poe NO 80.0 45.0 105,0 46A 108.0 45.0 1D6.0 4"0 105A 46,0 05.0 45.0 t05.0 45.0 105,0 94.0 45A 105.0 4a.0 105.0 45.0 05.0 45.0 05.0 45.0 105.0 45.0 105.0 45.0 105.0 96.0 45.0 105.0 46.0 106.0 45.0 105.0 45A 06. .0 105.0 45.0 101.4171.0 98.0 45.0 106.0 45.0 105.0 46.0 105.0 46.0 105.0 45.0 105.0 45.0 BBB108.0 46.0 105.0 45.0 105A 46.0 105.0 45.0 105.0 45.0 100.0 46.0 88A114.0 45.0 10fi,46.0 05.0 46A 103.2 5.0 93.3 46A 80.6120.0 45,0 105A 45.0 105.0 45.0 106.0 46.0 97.0 45.0 B7.5 45.0 76.3 120.0 45.0 105.0 45.0 106.0 45.0 103. 46.0 91A 46.0 824 - 1320 46.0t05.0 45A ID5.0 45.0 98.2 45.0 86.5 45.0 77,8 138.0 45.0 1050 45.0 105.0 45.0 93.3 5.0 82. 45.0 73.7 144.0 45.0 106.0 45.0 104.2 46.0 88.0 5.0 78.0 45.0 70.0 Mex)mum design pressure capacity chart (PSF) Ser/eSM0Alum. 135DReor6rcod Corners D•LM 8121r4"Rwr L03 For unflalndefledin ewnry7Poncrele or Morel ffirucluro N.xdnalShgla P.vlel Width (N1 Height 24.0 30.0 86.0 I 420 490 1 64.0 60.0 (In) Pas I Nag Po! e8 O! Meg Poe Nog POD Neg Pos Neg PCs Meg 80.0 80.0 05,0 60.0 105.0 60.0 105.0 60.0 105.0 80.0 105.0 60.0 105.0 60.0 106,0 84.0 60A 105.0 60.0 0 .0 80,0 05.0 60.0 106D 60.0 105A B .0 105.0 80.0 105.0 96.0 80.0 105.0 80.0 05 80.0 06,0 0.0 0.0 60.0 105.0 60.0 101.4 00.0 95.6 as.O 80A iou RD O6A 60.6 NO amu 10 ,0 80.0 1a5,0 BOA 98.6 60.0 82.8 100.0 BOA i08A 6D'0 105.0 80.0 165.0 OA 06,0 80.0 TO-DO. 80.0 86 60.0 80.8 1 4.0 8 .0 105,0 60.0 105.0 6 ,0 105A 0. 103. 0 93. 8 0 80.6 BOA 76A 120.0 80.0 105,0 60.0 105.0 60.0 05.0 60.0 07.0 eO.0 87.5 60.0 76.3 80.0 70.0 120.0 60.0 105.0 80.0 105.0 60.0 03.7 60,0 91A 00.0- 1320 80.0 105.0 80. 106.D 80.0 98, 60.0 88.6 80.0 77.a 138.0 80.0 106.0 80.0 5.0 80.0 93A 60,0 821 80A 73.1 144.0 60.0 1 joa.ul 80.0 I ju4.z 1 60,0 1 8B.9 1 60,0 1 70.0 1 60.0 1 70.0 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" REVISIONS DESCRIPTION DATE APPROVED PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. IDDED CHARTS FOR WOOD INSTALLATION 06/15/15 1 R.L. Maximum design prossuro comadly chart PS Sceloa 8100A1um. MO.. ROlnfOrced Corner SOD- LMl W13"1115er N34 For unualndallod InMawnr JOoncrefe or M 01a1 structure Noninel Single Panel Min (In). tleghl 30.0 30.0 42.0 48.0 64.0 60.0 (in) Poo. Pao. Nog Poe Nag PCs Meg Pon Nag Poe Rom Poo lieu Poe Ne 09.0 80.0 105.0 80.0 109.0 80A 105.0 80.0 105.0 BOA 106.0 ago 165.0 eD.o 05.0 64.0 80.0 10.0 80.0 105,0 0.0 105.0 80.0 10.0 90.0 105.0 80.0 105.0 80. 1O 96.0 60.0 105.0 00,0 105A BD.O 05.0 B0.0 6.0 80.0 105.0 80.0 101A 80.0 96,6. a8.0 80 105.0 80.0 105.0 8010 05.0 8D.0 105, 80.0 106.0 80.0 88.8 80.0 92.6 08. 60.0 105.0 80A 105.0 80.0 -105.0 80.0 106.0 A 100A 88A BRO 80.8 14.0 BOA 105. 80.0 10S.0 B0.0 105,0 .0 103.2 0.0 83,3 60 BO.b 7&0 76.0 2.0 60. 105.0 80.0 105.0 1NO A 97A 80.0 87.6 76. T8.3 70.0 7.0 1200 80.0 OKI BOA OSA 80. 03.7 91A 80.0 8 A 132.0 60.0 05.0 80.0 105.0 80.0 .2 80.0 A 77.8 77.8 138.0 80.0 105.0 M.0 105.0 80.0 03.3 80.0 82.1 73.7. 73.7 - J44,0 60.0 05,0 1 MO 1104.2 80.0 1 Is 76.0 2!U 70.0 1 700 Mexfmum des► n re -to ca so! chart (PSF Serlea 0100 Alum. 135D Rolnforee Corner SOD• IW/31r4"nlwr036 Forunlrelnsfalledln Mewuf OncrdBOr moral structure Maine Is PanelW7dth On) Height 3110 42.0 40.0 .0 60.0 01)90.0 Pos Noe Pi Ne P00 Neg POP Nag Poe Nag Poe Log Poa Nag 60.0 100.0 105.0 100.0 05.0 100.0 05.0 100.0 05.0 100.0 105.0 100.0 105A 100.0 111 1 .0 1003 165.0 100.0 105.0 1o0.0 105.0 100.0 106A 100.0 105.0 11 105.0 100.0 0.5.0 WO 0D,0 105.0 .0 D5,0 00. 106.0 ODA 105.0 0. 105.0 100.0 101.4 95.6 95.5 B.0 10D.0 106A 0 0 105,0 00. 105,0 0,0 105.0 100 05A 98.8 08.0 928 2.8 J08.0 00.0 105.0 0 0 TS.0 took 105A 1 .0 105A 100.0 00.0 86.4 SMO 80.8 114.0 0 A 10fi.0 700A 6A 100.0 105,0 100.6 1032 93.3 .3 80.5 OB .0 76.0 120.0 00.0 0 ,0 t00.0 0 .0 1oD.0 106A 97.0 07.0 B7.6 87 75.3 76.3 70.0 T0.0 12s.0 00.0 OSA 100.0 6A tou 103.7 B1A 8.4 82 82.4 1320 100.0 05.0 t00A 105A 98.2 98.2 88b 88.5 77.0 77.8 - 138.0 100.0 105.0 100.0 105.0 83,3 93.3 82.1 82.1 13.7 717 44.0 00.0 t 100.0 104.2 88.9 BB.B 78.0 78.0 70.0 7.0 T REVISED 7500AM51TM1DAMDRIVE nOwlththeFlorlda rda WinDoor OW-ANDO,AL32832 1560715.05 INCORPORATED esm101i 1.6400 vnvw,Wlndoodnccom Date11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 x 12'.0 AND 5'0 x 10'0 PANELS - LMI . Product Control 135' UNIT DESIGN PRESSURE RATING CHARTS TJH 08-01172 3HECr 138 OF 30 SIGNED: 0410712016 �,�J•b�G E N8�'9d1'.rf -1M' D 61 TAT k' OF ,;�. REINFORCED UNITS -DESIGN PRESSURE CHARTS WITH GLAZING OPTIONS A, B, C AND D Maximum dasl n assure ca aeffy chart PS Ser/es 8100AIum. 90DReinforced Carney SGD- LMI w/13/4'Rlaer M32 For ulllreInslol/ed In Wuodstrueftfre PbninBI S4191a Panel III (In) h! Might 240 1 Sao 38.0 1 480 48.0 5A0 80,0 Poa I Neg I Pos I Neg Poe I Neg Pos I Nag' Pos Neg Poe Nag Pos Nag 00.0 45.0 105.0 1 410 1 105.0 45.0 1 105.0 45.0 1 105.0 46.0 1 105.0 1 46.0 1 105.0 1 46.0 1105.0 84.0 46.0 106.0 = 45.0 1105.0 45.0 105.0 45.0 1 106.0 45.0 45.0. 106.0 45.0 102.0 8&0 45.0 105.0 45.0 105A 45.0 1050 45.0 104.8 45.0 45.0 8&7 45.0 03.5 88.0 45.0 105.0 45.0 103,0 45.0 106.0 � 45.0 102.1 45.0 45.0 86.2 45.0 81.D 108.0 45.0 105.0 45.0 105.0 46.0 101.9 45.0 80.3 45.0 45A 75.8 45A 10.0 J14.0 45.0 105.0 46A 105.0 46.0 95.5 4&0 84,6 46.0 [76 A6.0 70.3 46.}20.0 46.0 105.0 A5.0 104.8 A5.0 89.9 40.0 70A 46.046.0 65.0 45.0 61.2 12&0 105.0 46.0 99.1 A6.0 84.845.0 74.8 45.0132.0 .46.0 45.0 705.0 46A 94.0 45.0 80.4 45.0 70.8 45.0136.0 45.0 106.0 46.0 80.4 45.0 78.4 45.0 67.2 45.0 - - 144.0 46.0 104.2 46.0 85.3 45.0 72.8 45.0 63.0 46.0 67,3 Maximum design pressure capacity chart (PSF) Series 6100 Afum. 90D Ralnrorced CornorSOD-LMIW 9 1W Rlser1l33 For unitefnsfai/edln Woodsffuelaf0 Nominal Single Panel VM[h (in) Height 30.0 36.0 42.0 48.0 54.0 6ao (igK.B.0 Pos Neg Pos Neg Pos Neg PCs Nog Poa Neg Pa9 Nag 00.0 0 60.0 105.0 no 105.0 60.0 105.D 60.0 105.0 80.0 111&0 60.0 1050 84.0 0 8010 105.0 60.0 105.0 60.0 .0 60.0 105.0 60.0 05.0 60.0 102.0 96.0 .0 60.0 105.0 60.0 105.0 60.0 0.8 60.0 95.6 60.0 08.7 60.0 83.6 98.0.0 89.0 105.0 60.0 105.0 60.0 102.1 60.0 02.0 no $6.2 60.0 61.0 100.0,0 00.0 105.0 00.0 101.9 BOA 90.3 80.0 81.9 60.0 75.6 80,0 70.6 114.0.0 80.0 105.0 00.0 95.5 so.0 64.5 60.0 76A 6D.0 70.3 60.0 85.6 120.0 60.0 105-0 60.0 104.8 80.0 89.9 60,0 7 A 60.0 71.8 80.0 05A 60.0 81.2 12&0 60.0 105.0 60.0 99.1 60.0 84.9 60.0 74b 80,0 a7A - - 132.0 0.0 105.0 60.0 04.0 6D7 80.4 60.D 70.6 80.0- ]38.0 80,0 106.0 80.0 89.4 60.0 78A 60.0 672 60.0 80.3 44.0 80.0 104.2 80.0 55.3 80.0 fro 60.0 03.9 1 57.3 57.3 REYSIONS DESCRIPTION DATE I APPROVED PER DADE LETTER DATED MAY 06, 2010 1 05/12/10 R.L. 1ODED CHARTS FOR WOOD INSTALLATION 06/15/16 R.L. Maximum design IonaSOra c0 Rcl chart PS Series 8f00Aluni. 890 RelnforCed Corner SOD - LMI w/3"Riser 924 For Calla lnsfalledin Wood structure Noon al Site Panel NhIN (N) 24.0 30.0 36.0 42.0 . 48.0 84.0 60.0 Poa Nab Pos Nog Pos Nag PCs Mog Pos Nag PC Neg Poo Nag 80.0 105.0 80.0 105.0 80.0 105.0 80.0 105.0 80.0 10RO 80.0 105.0 00.0 tOSA E 6D.0 105.0 80.0 105.0 no 105.0 80.0 105.0 80.0 105.0 00.0 105.0 60.0 102.0 80A . ]q.5,D .D 105.0 80.0 105.0 BO.0 Me 80.0 95.5 60.0 887 80.0 83.5 60.0 105.0 BOA 105.0 80.0 105.0 80.0 102.1 BO.0 92.9 80.0 802 80.0 81.0 60.0105.0 60.0105.0 89.0 101.9 80.0 90.3 80,0 81.9 75.0 76.0 70.0 70.6 eo.0 105.0 80.0 105.0 80.0 9Sx, 80.0 84A 70.4 76A 70.3 70a 06.8 65.6 120.0 80.0 105.0 80.0 1D4.0 80.0 09.9 T9.4 78A 71.8 7. 65.8 65.8 812 b'1,2 120.0 80.0 106.0 60.0 99.1 0.0 84.9 74.8 14.0 87A 67.4 - - 132.0 80.0 105.0 60.0 04.0 00.0 BOA 70.3 70.8 63.7 83.7 - - 138.0 80.0 89,4 TBA 76.4 872 67.2 80.3 60.3 - 144.0 80.0 1042 80.0 85.9 72.8 72A 03.9 83.9 67.3 Maximum design pressure capacW chart PSF) Shies afODAlum. 90deg. Relit/Dread CO/nay SOD -LMI w/31/2"Riser g35 Forunitslnslailodin WCodslruclure Nodnal Single Ponelft1h(h) Flai9hl 24.0 30.00 3&. 420 40.o 54.0 60.0 (ig POs Neg Pos Neg I Pos I Neg. Fos Neg I Pos Meg Pos I Neg Pos I Neg 80.0 100.0 1105.0, 100.0 105.0 1 100.0 1 105.0 100.0 105.0 1100.0 100.0 .7 100.0 109A. 64.0 100.0 105.0 OOA 105.0 100.0 105.0 100,0 105.0 100.0 OOA 106.7 100.0 101, 96.0 100.0 105.0 100.0 105.0 100.0 105.0 100.0, 100.2 95.0 68.1 88.1 02.9 82.9 28.0 100.0 105.0 00.0 106.0 100.0 105,0 10D.0 101.5 92A 05.6 a .6 60.5 80.6 108.0 10 .0 5.0 100.0 106.0 100.0 101.3 89.9 89.9 01.4 [7.3 75.1 75.1 70.2 70.2 114.0 100.0 05.0 100.0 105.0 95.0 95.0 94.1 84.1 76.0 09.9 68.9 65.1 85.1 126.0 109.0 to 100.0 1042 09A 89A 79.0 79.0 71.3 65.4 86A126.0 100A 1 A 958 98.0 84.4 84.4 74.4 74.4 07.1132.0 10D.0 105.0 916 93.5 80.0 80.0 70A 70.4 83.3 - - 138.0 100.0 105.0 BB.0 89.0 76.0 1 76.0 1 88.8 66.8 80A 60.0 14" 100.0 Toff 04.8 1 84.8 72.4 1 72A 1 83.6 1 03.8 1 57.0 1 67.0 - - SIGNED: 0410712016 7500 AbIS02DAM DRIVE WinD O OY . OT(LANDO, PL 32832 PRODUCT REVI5911) i1VCORPORAO'PD 1 04y°° wwaw,W4n loorint.com as Gornplybip with the Florida Building Code NOA-No. 15.0715.05 8100 SERIES ALUMINUM 90' & .135' CORNER SGD PANEL HEGH7 AND D.L.O. FORMS Expiration Date11103/2021 4'0 x.12'0 AND WO x 10'0 PANELS - LMI PANEL HEIGHT =UNIT HEIGHT - 1 9/18" ey 9'0' UNIT DESIGN PRESSURE RATING CHARTS MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9 1/2" Mlernl-Dad roduceeontrol DRAM" Dwc Na. RE D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" TJH 08-01172 E s"'LE NTS DATE 01 /20/11 s"EET 13C OF 30 REINFORCED UNITS DESIGN PRESSURE CHARTS WITH GLAZING OPTIONS A,' B, C AND D Maximum design preswre ce eclry chart (PSF) Serins 8f0OA1um, 1360 Reinforced Corner SOD- LMI w71314'Rlssr 032 For unlfalnsfellid In Wood structure Halght main Single Panel Wit (In) (In) 24.0 PCs Nag 30.0 Pas Nag 38.0 Pan Nog 2.0 Pas N 46.0 Pos Nag 94.0 PC, eg 60.0 POS Nog 80.0 45.0 105.0 46.0 105.0 45.D 105.0 46,0 10&0 45.0 106.0 45.0 105.0 4SA 06.0 840 45.0 A 105.0 46.0 105.0 46.0 05.0 45.0 0 ,0 45.0 105.0 45A 102.0 990 46.0 .0 105.0 45A 105.0 45.0 104A .0 0.6 4 0 88.7 45,0 83,6 98.0 45.0 .0 105.0 45.0 105.0 45.0 102.1 45.0 92.9 45.0 86.2 46. 81.0 i08.0 45.0 .0 1050 45.0 10 A 45.0 B0,3 45A 61.9 45.0 75.6 46.0 70A1140 46.051 11OUS.0146.0 060 460 96.6 45.0 84.6 6.0 75A A6.0 7.3 46.0 05.6 12&0 45.0 6.0 0.0 45.0 60.8 46.0 79.4 45.0 M 45.0 65.8 45.0 012126.0 45.0 6A 99.1 46A 84.9 46.0 74.8 46.0 67A1320 45.0 5.0 94.0 45,0 80.4 46A 70.8 46.0 63.7f38.045.0.0 89.4 46.0 76.4 46.0 07.2 46.D 60,3 1.H.0 46.0 042 45.0 86.3 45.0 7LB 46.0 Ole 45.0 67.3 Maximum design pressure capacity chart (PSF) Series 8f00 lumw7 . 135D Reinforced Corner SOD 214'RSOr N33 Forun la nstonedln WooddrONure ' (� NonwSingle Panel 240 1 30.0 1 36.0 42.0 1 In (In) 48.0 54.0 1 60.0 Pon I Neg I Pos Nag 1 Pas I ffQ9 POO N09 I POB I N69 Pon ROD Poa MOO SOLO 60.0. 105.0 60.0 105.0 60.0 105.0 '60.0 1059 1 60.0 1105.0 60.0 106.0 60.0 105.0 840 5.0 105.0 60.0 105.0 BOA 105.0 60.0 103.01 60.0 1106.0 60.0 106.0 80.0 102,9 90.0 80.0 IDS.0 BO.0 106.0 BD,0 105.0 60.0 104.8 60.0 06.6 69.0 00.7 BOX 83.5 99.0 60.0 10 .0 60.0 105.0 60.0 109.0 60.0 102.1 60.0 92.9 60.0 86.2 W.0 81.0 OB.O BD,O 106.0 60A 1 .0 80.0 101.8 60.0 9D3 60.0 81.9 89.0 75.6 80.a 70.6 114.0 0. 16 A 8 , Tes-o ear 95.6 60.0 84.5 60.0 78A 60.0 70.3 60.0 66,5 f20.0 60.0 105.0 00.0 104.6 60.0 89.0 60,0 76A 60.0 11.0 60.0 65.8 60.0 812 26.0 6D.0 OS.O 60.0 09.1 60.0 84.0 80.0 74.8 69.0 87.4 12.0 60.0 105.0 60.0 94.0 60.0 EA 60.0 70.8 50A 63.7 130.0 60.0 106.0 BD.O 08.4 80.0 78A 00.0 07.2 89.0 80.3 144.0 1 60.0 1104.21 50.0 86.3 80.0 72,81 00.0 WX 67.3 67.3 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" BLMSIONS DESMIKION DATE APPROIEO PER DADE LETTER DATED MAY 06, 2010 05/12/1. R.L. ODED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. Maximum desl n ressure capacity chart (PSF Sarles810OA1Om,f 5D Relnfercod corner SOD• LMIw73•Rlser034 For Onflelnafalled in Wood aumfitre Height NNF61 Sir& Panel Wdlh (1n) 240 $0.0 340 42.0 14B4O "a 60.0 (In) Poe Nag Poa ag Poa Nog Pas Nag Pas Nag Pon Na Poo So 80.0 80.0 105.0 60.0 1 ion 1 80.0 10&0 80.0 110&0 1 80.0 105.0 80.0 105.0 80.0 105.0 84.0 80.0 10&0 60.0 105.0 80.0 106,0 60.0 105.0 80.0 105.0 BD.O 105,0 60.0 tOLO 840 800 105.0 60.0 105.0 80.0 103.0 90.0 1 104.6 B0.0 956 80.0 0.7 60.0 .83.6 98.0 80.0 105.0 80.0 105.0 00.0 105.0 BOLO 1021 80A 92.9 60.0 B6.2 80.0 81.0 108.0 BD.O 106.0 80. 105.0 80.0 101.0 SOLO 00.3 BOA 81A 76.8 7.8 70.6 70. 1140 80.0 105.0 80.0 105.0 80.0 95.5 IN 84.6 76A 70p 70.3 7 3 B59 8fi.5 120.0 80.0 105.0 60.0 104.8 - 80.0 89.9 78.4 79.4 71.8 71.8 86.8 86.8 6.2 812 120.0 80.0 106.0 80,0 99A 00.0 84.9 74.8 74.8 67.4 67A 122.0 80.0 105.0 60.0 04.0 80.0 00.4 70.8 70. 33.7 63.7 138.0 80.0 05.0 80.0 69.4 70A 76.4 07.2 57.2 80.3 fi0.3 144.0 80.0 1042 60.0 663 72.8 72.8 53.9 03.9 6T.3 67,3 Maximum design pressure capacity chartIMF) Series 8160 A um. 1360 A161MOMOd CarnOr SOD. LMIW31r2' Riser WS Or units Insfallad In Wood structure Flelghl NomN91 nalSs 240 30.0 SILO42.0 Panel W4lh (In) 48.0 64,0 8010 (h) PCs r NO Nag Pon NO POs Nag Pon Nog Poa Na Poa Nag SOX 100. 0510 105.0 100.0 .0 1010 05.0 100.0 105.0 100.0 105.0 00.0 106A B4.0 10D.0 105A 05.0 100.0 68.6 100.0 105.0 ion O5, t00A 1060 1000 1020 no 100.0 056 1 .0 100.0 105.0 1000 104,8 96.6 95.6 88.7 68.7 8Fr, .6 BB,O 100.0 M1O5,0 [E*B 106,0 100A 106A 1 .0 1D2.1 928 B29 8 2 882 B1,D 81.0 108.0 1000 106.0 165.0 Rex tOil -53 0. e A 768 76.6 70.8 70.8f14,0 1 004 105.0 105.0 95,6 66 84.6 84. 76 8. 703 70, 66.8 85,8 110.0 100A 105.0 104.8 80.9 88.B 79A 70, 71.8 71.0 85.5 05.8 1,2 612 12&0 100.0 05.0 99, 84.9 84.9 74.8 74.6 87A 67.4 13LO f00.0 105.0 94.0 94,0 8D.4 BOA 7OA 0.1 63.7 63. 138.0 100.0 105.0 BOA 89A 70,4 78A 67.2 07.2 00.3 60.3 1p.0 100.0 1042 05.3 863 72.8 T2.8 83.9 03.9 67,3 67.3 TREVISED ��%iy ��T� 4.� 7500 AMSTERDAM DRIVE nggwiththe Florlde >tle VY11iDoo-t ORLANDO, FL 32832 15.0715.05 Tilhosa4men.r4m INCORP07iAID P*407A/IAses wnvwndoOrinamm Date1110312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 x 12'0 AND 5'0 x 10'0 PANELS -LMI a as on ro 135' UNIT DESIGN PRESSURE RATING CHARTS TJH 08-01172 sHEEr 13D OF 30 SIGNED: 0410712016 �, '�'0 H IJ S' ..LP �� NON -REINFORCED UNITS DESIGN PRESSURE CHARTS WITH GLAZING OPTIONS A, B, C, D, E AND F Maximum design preswre capacity chart Series 8100 Alum. ROD Nan•RelnioreedCornar SOD • LMI w/13/4' Riser 032 ...... r..l..r. nn.11n W..""I umm�rv/rnnnrera nr rAalal braclara Noninol ftgle PanolMh M) w9rd 24.0 1 20A .18.0 42.0 40.0 "a 60.0 0n Pos Nog Pos Ne Poa Meg Poe Neff Pos Nag Pas Neg Pos Hog 80.0 46.0 75.0 45.0 78.0 46.0 76.0 45.0 75,0 45.0 76.0 46,0 76.0 45.0 75.0 84.0 45.0 76,0 45.0 76.0 45,0 76,0 45.0 75.0 5.0 76.0 46.0 76.0 48.0 76.0 88.0 45.0 76.0 45.0 78A 46.0 76,0 45.0 75.0 46, 76.0 45.0 72.6 45.0 882 lQ2.0 45,0 76.0 45.0 76.0 45.0 75.0 45,0 70.0 46.0 72.1 45.0 88,7 A6.0 82.6 1oB.0 41 76.0 A 76.0 45.0 75.0 46.0 .0 45.0 e7.0 46.0 81.7 45.0 67.7 14,0 45,0 75.0 45A 75A 4b.0 76.0 46.0 fi8.1 46 82,6 A60 67.6 45.0 53.8 120.0 46.0 76.0 45A 76.0 46.0 73b 45,0 64.0 45.0 68.0 46,0 53,8 1 45,0 1 50.0 Maximum design pressure capacity chart Series B100Alum. ROD Non•Roinforced Corner SOD - LMI w/21/4" Rlsor 033 MWO Smgle panelNMlh(Iry MGM 24.0 1 30.0 30.I 4.0 48.0 64.0 60.0 (h) Poe Nag Poe Nog Pos PCs Neg Poa Meg Poe a8 Pae Nag 9D.0 80.0 76.0 80.0 76.0 80,0 80.0 76.0 8. 6,0 80.0 7.0 80,0 75-084,0 80A 76.0 8DA 76.0 80.0 80.0 76.0 8D.0 76.0 80.0 76,0 80.0 76.88.0 80.0 75.0 BOA 73.0 60.0 60.0 760 60.0 70.0 60.0 72,6 60.0fO2,0 60.0 76.0 60.0 76.0 60.0 60.0 76,0 0. 72,1 8.0 68,7 00.0 e2.6 108.0 80A 75.0 60.0 76.0 60.0 60.0 73.9 80.0 87,0 80.0 813 67, 67.7 76.0 60.0 76.0 0,0 80.0 69. 00.0 82.6 67,6 67,6 53.6 630 120.0 60.0 75.0 80.0 75.0 80.0 60.0 84.0 6110 6 ,8 63.8 63.8 60.0 60.0 Maximum design pressure capacity chart Sorlos 8100 Alum. DOD Non-Relnforcod Comer SGD - LMI w/3"Rlsar 034 Norrinal Single Panel Width (In) Wight 24.0 1 30.0 36.0 420 48.0 64.0 1 60,0 (h) Pos Meg I Pos I Neg Pos Nog Pos I Neg Pas Nag Pos I Nag Poe I N09 00.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 6.0 76.0 76,0 04.0 76.0 76A 76.0 76A 76A 75.0 76.0 7S 76.0 75.0 76.0 76.0 76.0 76.0 OB.O 76,0 75A 76.0 76.0 76.0 76,0 76,0 6,0 72.5 72.6 68.2 00,2 102.0 76.D 76.0 7b.0 76.0 76.0 76.a 72A 72.1 66.7 88.7 8. 826 108.0 76,0 75.0 75.0 76.0 750 7&0 H 87.0 97.0 81.7 81.7 67.7 6- 114.0 T ,0 75.0 76.0 76.0 76.0 76.0 62.6 02.6 57,6 675 5316 5" 120.0 76.0 75.0 76.0 75.0 T3,8 735 68A 68.8 63.8 50.8 60,0 60.0 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" RENSIONS REV DESCRIPRON I DATE I APPROVED A PER DADE LEITER DATED MAY 06. 2010 05/12/10 R.L. 6 IAODED CHARTS FOR WOOD. INSTALLATION 06/15/15 R.L. Maximum design pressure capacity chart SBrloslifOOAlum. 1360Non feInforced Corner SOD -LMIw/13/4"Rlsar 032 NbDMnal igle Panel DIM) Wight 24,0 30.0 510 42.0 46.0 54.0 00.0 h) 80.0 Pot 45.0 Nag 76.0 Pos A5.0 Neg 76.0 Pas ,0 Re 76.0 Pos A6,0 Neff 76. Pos I 45,0 Reg I 7.0 Poa I 45,0 xtg 76.0 Poe 45.0 Nag 76.0 84,0 46.0 75.0 46.0 75.0 45.0 60 46,0 7&0 45.0 . 45.0 76. -80,2 36,0 46A 75.0 460 75.0 45.0 75O 45.0 76,0 45.0 2b 46. 102.0 46A 7&0 46.0 T6,0 46,0 76A 45.0 76D 45.0 6.7 45,0 026 106.0 45.0 76.0 -05.a 75.0 46.0 76.0 45.0 73A 46.0 V .7114.0 45.0 76.0 46.0 76.0 46.0 76.0 43.0 69.1 46A 7.5 46.0 63fi 760 4&0 76,0 45.0 73.6 45.0 e4.9 45A 3.8 46A 60.0 Maximum design pressure capacity chart Series SIODAlum. 136D Non-Relniorcad Corner son - LMI w/21/4"Riser M73 Noa01al MMb PaQ W 1h Qn it Might 24.0 30.0 8.0 4$0 0.0 a 1 60.0 h Pos Ne Pos Nag PC; T Nog Poe Nag I Poe I Nog Pos Nsg Pos Neg 80.0 80,0 76.00 60.0 76.0 60.0 75.0 80.0 76.0 80A 76.0It 7b.0 80.0 78,0 80.0 76.0 BD.O 7b, OA 76.0 80,0 76.076.0 60.0 78.0 .0 RO 8 75.0 75.0 60.0 725682 60.0 76.0 80.0 76.0 80.0 75.0 BD,O 72.1 80.0 BS.7,0 826 100.0 80.0 76.0 6 ,0 76.0 60,0 78.9 60.0 87,0 60.0 01.7 5 .7 57,7 114.0 60.0 75.0 80.0 76.0 80,0 89.1 .0 82.6 675 67.fi 53b b3,8 120.0 80.0 7fi. 80.0 •76. 60.0 735 BOA 04.9 68.8 60 RNA 63.8 1 60,0 804 Maximum design pressure capacity chart Serles8f00Alum.135D Non-Ralnfarced Corner SOD-LMI w/3'Rlsor034 Nb n0lsing PanelWitlih(m Wight 24,0 30.0 36.0 1 42.12 1 48.0 1 64.0 60.0 In Pos Me Pos 'Vey Pos Naff Poe Re Poa Re Pos Na Poe Nag 80.0 76.0 75.0 76.0 76.0 75.0 75.0 75.0 75.0 75.0 MO 76.0 76.0 76.0 76.0 84.0 76.0 76A 76.0 76,0 76.0 76.0 76.0 76.0 75.0 76.0 76.0 75.0 76.0 76.0 08.0 76,0 76.0 75.0 76.0 76.0 76,0 76A 76.0 76.0 76.9 72.6 72.5 8.2 87 102.0 75.0 76.0 75.a 76.0 75.0 76.0 75.0 75.0 72.1 72.1 88.7 88.7 82,6 82.5 108.0 76.0 78.0 76.0 76.0 76.0 76.0 73.9 79.9 67,0 87.0 81.7 01.7 67T 97.7 114.0 76.0 76,0 76.0 75A 76A 76.0 69.1 89.1 82.6 U.6 61.6 67.6 63.8 63.8 120.0 76.0 T9.0 7fi3O 7 ,0 73.6 73,6 84,9 (i4.9 68,8 68,8 635 63. 60.0 60.0 PRODUCT REVISED 7500 AMSTERDAM DRIVE WinDoor OIII.ANDO, PL32832 as comp)ying with the Florida Building Code rno tmaelswo NOA-No. 16-0715.05 INCORPOILAIRD v,=� AIW vv%1AmY doorine.wm Explratlon 0 11103/2021 By mieml roduct control 6100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 x 12'0 AND WO x 10'0 PANELS - LMI 90- at 135' UNIT DESIGN PRESSURE RATING CHARTS DRAWN: I Dw0 No. I REV TJH 06-01172 sNEET13E OF 30 SIGNED: 0410712016 ��11I I I I rri� j//`'S/ONA l��\\N 6" I 6" SEE NOTE SHEET 1 18' 0.( 6 4" SEE DETAILS L AND M SEE DETAIL K. r SEE DETAIL K, / SHEET 16 r ...— ,. �. PANEL ! __� «, V ANEL ..1 �., ANEL : --/_. ANELJ 6„ MAX. — - 6" MAX. TMAX. 1 -•— —T- I 8 4 L 11" MAX. O.C. TYP. MAX. �- ;. TYR -T— 1 o 0 z o n 144 a L L) Y MA1 HEIG 7 0 0 x y o rn SEE NOTE 8 SHEET 14 — 6" MAX. -MAX— MAX. -•1 I I I' 4" MAX. �- SEE DETAIL S�LAND M �- SEE DETAIL K, SHEET 16 SEE DETAIL K, SHEET 16 SHEET 16 ANCHOR LAYOUT 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS. SEE CHARTS SHEET 15 FOR NUMBER OF ANCHORS REQUIRED. .` REVISIONS DESCRIPTION I DAIS APPROVED PER DADE LETTER DATED MAY 06. 2010 05/12/10 R.L. 1DOED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. ANCHORING NOTES: 1) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE TWO ANCHORS AT EACH LOCATION -SHOWN IN HEAD, SILL AND JAMBS. 2) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 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" TIW TAPCON 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 #14 GRADE 5 WOOD SCREW WITH iT SUFFICIENT LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. 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 HE 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=D.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2.700 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 20 GA (.039) MINIMUM THICKNESS WITH 2X WOOD - BACKING-8) THERE AREYTWOK(SI �NSTALLATIONIANCHORS AT EACH ANCHOR LOCATION IN HEAD, SILL AND JAMBS, THERE IS ONLY ONE (1) INSTALLATION ANCHOR AT EACH ANCHOR LOCATION IN HOOK STRIP. SIGNED: 0410712016 T REVISED �B 7500 �XlinDooY Q7/, nQQ wilh tho Fforlda )rlo ORi NDO$PL326RDAM PEona `;a%1ll.'l V r 15-0715.05 INC;0RP0lLe1L'ED P"alSDDlA81.61W 5 Avmw.IvindODdnn.wm Dato11/0312021 8100 SERIES ALUMINUM 90' & 135* CORNER SGD .��.*; IOy8J251 4'0 x 12'0 AND WO x 10-0 PANELS - LMI �{(�1(�[c Produot Control 4'0 x 12'0 ANCHORING LAYOUT AND NOTES 0SrAT OF , no-6 I DWG ND. I REV �i'nS�:c[OR119: ;.S TJH DATE ` 08 01172 1 B J "rl%,/0 IA) SCALE WTC 01 /20/11 14 OF 30 Number ofanchorlocations required athookM If anchor porlocation Haight _ Sing Panel Width(/nj Vn1 24.0 1 30.0 30.0 42.0 1 490 lfAO 6&0 90.0 e e e a 8 e 9 94.0 e 0 e a 9 a e 69.0 B D B 8 9 9 9 99A 9 19 B B 9 9 9 Me 10 1 10 10 10 10 10 10 1f4.0 11 il. 11 11 11 11 11 f2d.0 11 11 11 11 11 it 11 12&0 12 iZ 12 12 12 1320 12 12 12 12 1Z 00.0 13 13 1 13 13 13 144.0 13 13 1 13 13 13 Number of anchor locations required at ambs,head,sillandmullloncluster anchors perloeatlon BInOb Panel Wdlh On) HaDht 24.0 20.0 SAO 42.0 1 46.0 64.0 60.0 , (in) Jambs HAS Icluddi Jambs Hai klustarliambal HASJambs HAS dusier Jambe HAS luster Jamb HAS luster Jambe HAS luder 90.0 6 1 4 5 .1 4 6 6 2 8 0 3 6 8 4 0 0 4 6 s4.0 6 1 4 6 1 4 5 6 2 8 8 3 0 0 3 0 0 4 0 86.0 6 1 4 6 1 8 0 e 2 0 0 2 8 0 3 8 0 '30 09.0 6 1 4 a 1 e 8 6 2 0 a 2 8 9 3 06 3 6 f09.0 0 1 .6 6 1 e 0 8 2 6 a 2 0 0 2 0 0 3 0 fl4.0 6 1 6 0 1. 0 0 0 2 8 0 28e 0 3 0 120.0 7 1 0 7 1 0 7 7 2 0 7 2 0 7 2 0 7 2 0 12&0 7 1 0 7 1 8 7 1 0' 7 2 a 7 2 e - 13Z.0 7 ! 8 7 1 8 7 1 8 7 2 6 7 2 0 - 199.0 7 1 0 7 1 0 7 1 0 7 2 0 7 2 0 - 14&0 0 1 8 8 1 B 8 ! 0 0 2 0 8 2 6 RMIONS I REV I DESCRIPTION I DATE I APPROVED ' Ir A I PER DADE LETTER DATED MAY 06, 2010 105/12/10 I R.L. 1 1 13 JADDED CHARTS FOR WOOD INSTALLATION 06/15/15 I R.L. ' SIGNED., 0410712016 PRODUCT REVISED as complyyingg with tho Florida Building Code 7500 WinDOOi ORLANDo�3292R� \�r� '/ 41 J. NOA-No. 75.0715.05 3NCORPORATFI7 ee�,xaueiaoa nnualelnws vnvwwlndoodnacom �� E N ' .9 /i � V. �\�+ S� ,J� Expiration Date 1103/2021 = *�•0y� 6 8100 SERIES ALUMINUM 90' & 135' CORNER SOD By 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI 5'0 x 100 ANCHORING LAYOUT AND NOTES Ta_ S9B��,• STTAT OF •A(tr�\ Miam - roduet control DRAWN: OWO NO. 08 0 72 B ///�5�0NA,1�a\��\ sCALE DATE NTS 01/20/11 15 OF 30 2" a" 2" " INTERIOR 4" 4" 2 3/8" VERTICAL EXTERIOR CONDITION DETAIL K 2TRACK UNIT 2„ 4" 4" INTERIOR 4" 4 3/4" VERncA1 EXTERIOR CONDITION DETAIL K 3TRACK UNIT 2" INTERIOR 2" EXTERIOR DETAIL L 2TRACK UNIT INTERIOR EXTERIOR I I - CORNER DETAIL L 3TRACKUNIT 2 - 4 a" INTERIOR INTERIOR 7 1/8" EXTERIOR DETAIL K 4TRACK UMT EXTERIOR DETAIL L 4TRACK UNIT CORNER REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MAY 06. 2010 05/12/10 R.L. Ae B ADDED CHARTS FOR WOOD INSTALMON 06/15/15 R.L. INTERIOR 2 TRACKj 4 3 TRACK4TRACKPOCKET 3 8SEP RSEPARATION7 1/8EXTERIOR 2' SEPARATION DETAIL M CORNER 2TRACK UNIT HOOKSTRIP ANCHOR LOCATION JAMB ANCHOR LOCATIONS INTERIOR D a' I. '3/4" 2 3/8" SEPARATION N I 7 1/8a j4#�' SEPARATION SEPARATION tI tT II{3 TRACK t l 4 TRACK V 2TRACK EXTERIOR EALM CORNER 2 3/16" 15/16" 3TRACKUNIT SEPARATION 4 PARATION 9/16" SEPARATION HEAD A SILL ANCHOR LOCATIONS PANEL CONSTRUCTION: ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063-76 ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH (3) #10 x 1 1/4" SO. DRIVE SCREW AT EACH END, ITEM #63. 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 #64, (2) AT EACH CORNER ON 2 TRACK, (2) AT 3 TRACK FRAME AND (3) AT EACH CORNER ON 4 TRACK FRAME, SIGNED: 0410712016 REVISED with the Florida 7500AbISTERDA\IDRiVE WinDoor ORLANDO,PL32632 15.0715.05 WCORPORATED °boa W/"61 D100 1'wi01A81A505 M\'tP.Me�a[Itlrtc.COm \ �� J .G E N ' . 9 �i �(, •\\ 5�,� e11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4x 12'0 AND x 1 PANELS - LMI *' 0„8¢51 tt= ' • J dart control ATION DETAILS LUSTER AND ANCHOR LOCATION CLUSTER O•. SAT OF �\ DRAWL Dxro No. REV • ��'�� • <ORIQP',.\Z'.� TJH I 08 01172 B 1 './i/SfONA1 SCALE NTS GATE 01/20/11 1 SHELT16 OF 30 /111111 -L. PARTS LIST REMSIONS PARTS LIST CONTINUED ON SHEET 1REV DESCRIPTION DATE APPROVED T9 A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. 8 ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. MAX. 3/8" AIR SPACE 9/16" O.A.3/16" HS 9/16" O.A. --r .090" SGP .090" SGP .060" SOP 1/4" HS BY KURARAY 3/16" TEMP BY KURARAY 1/4" HIS -- BY KURARAY 1/4" HS 3/16" HS 1/4" HS EXTERIOR INTERIOR I EXTERIOR INTERIOR] EXTERIOR INTERIOR { 1" GLASS 1" GLASS ASS 70 BITE 45BITE :19e 46 GLAZING OP FION A GLAZING OPTION 0 GLAZING OPTION E LARGE MISSILE IMPACT REINFORCED LARGE MISSILEIMPACTREINFORCED LARGE MISSILE IMPACT & NON -REINFORCED UNITS & NON -REINFORCED UNITS NON -REINFORCED UNITSONLY 1" O.A. 1" O.A. MAX. 3/8" MAX. 3/8" 9/16" O.A. AIR SPACE AIR SPACE .075" VANCEVA 3/16" HS 3/16" HIS BY SOLUTIA .075" VANCEVA 060" SOP 1/4" HS 3/16" TEMP — BY SOLUTIA 3/16" TEMP BY KURARAY 1/4" HS 3/16" HS 3/16" HS EXTERIOR T T INTERIOR I EXTERIOR INTERIOR+ EXTERIOR INTERIOR{ 1" GLASS 1" GLASS 1" GLASS 44 BITE 45 BITE 45 SITE 28 70 30 7D 30 70 46 46 46 GLAZING OPTION B GLAZING OPTION D GLAZING OPTION F LARGE MISSILE IMPACTREINFORCED LARGE MISSILE IMPACT REINFORCED LARGE MISSILE IMPACT &NON -REINFORCED UNITS &NON -REINFORCED UNITS NON -REINFORCED UNDSONLY SIGNED: 0410712016 PRODUCT REVISED 750DAMSTERDAMDRIVE as eomplyIng with tho Florlda WinD o or ORL.ANDO, FL. 32832 R •, L 0 Building Ga a ,,, �,,,,,A \� J� NOA-No. 15.0715.05 INCORPORATED F-40Ta81ASOS w•wmindoo+lnc.com Ny,��\OEIVS" to Explrnllon Bate11103/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SOD ,:; >IE• O�.Sj 5 *'- 4'0 x 12'0 AND 5'0 x 10'0 PANELS -LMI y(�(�E - Mlam- rorue ontwi BILL OF MATERIALS AND GLAZING OPTIONS ram` 3TAT .fey DRAWN: DNO N0, REV ��0,'S'c<ORtO; /�%i/ONALL�N\\\` SCALE NTS DALE 01 20 11 OB S"IET17 OF 30 B 172 NO. PART NUMBER DESCRIP71ON MANUFACTURER MATERIAL 1 FS-02068 2TRACK FRAME HEAD KEYMARK ALUMINUM 6063-76 2 FS-02067 2TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 3 S-44116 21RACK SILL PAN KEYMARK ALUMINUM 5063-T6 4 S-44122 21RACK SILL INSERT KEYMARK ALUMINUM 6063-T6 5 FS-02071 47RACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 6 FS-02070 4TRACK FRAME JAMB KEYMARK ALUMINUM 6083-16 7 S-44110 4TRACK SILL PAN KEYMARK ALUMINUM 6053-T6 8 S-44124 4TRACK SILL INSERT KEYMARK ALUMINUM 6063-T6 9 FS-02180 3TRACK FRAME HEAD KEYMARK ALUMINUM 6053-T6 10 FS-02181 3TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 11 5-44123 37RACK SILL PAN KEYIAARK ALUMINUM 6063-T644 12 S-44117 3T SILL INSERT KEYMARK ALUMINUM 6063-T6 13 FS-01882 HEAD INSERT KEYMARK ALUMINUM 6063-T630 14 FS-01893 FRAME JAMB INSERT KEYMARK ALUMINUM 6063-T6 15 FH-01B69 TOP RAIL KEYMARK ALUMINUM 6063-TO 16 FH04723 BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 17 FH-01871 LOCK STILE KEYMARK ALUMINUM 6063-16 18 FFI-05889 90' CORNER STILE KEYMARK ALUMINUM 6063-T6 19 FS-OBB90 90' CORNER CUP FEMALE BUTT STILE EXT. OFFSET KEYMARK KEYMARK ALUMINUM 6063-T6 ALUMINUM 6063-T6 20 FH-04767 21 FH-04750 MALE BUTT S71LE EXT. OFFSET KEYMARK ALUMINUM 6063-T8 22 FH-03916 BUTT STILE REINFORCEMENT KEYMARK ALUMINUM 6005-15 23 FS-04754 PLNN STILE INTERLOCK KEYMMK ALUMINUM 6063-TB 24 FS-04755 PUJN STILE INTERLOCK COVER KEYMARK ALUMINUM 6063-T6 25 FS-04751 INTERLOCK COVER KEYILARK ALUMINUM 8083-T8 26 FS-02726 STILE JAMB INSERT KEYMARK ALUMINUM 6063-T6 27 FS-02726 PANEL STILE JAMB INSERT KEYMARK ALUMINUM 6063-T6 28 FH-01877 9/i6' HORIZONTAL CLASS STOP KEYMARK ALUMINUM 6063-T6 29 FH-01878 9/16" VERTICAL CLASS STOP. KEYMARK ALUMINUM 6063-T6 30 FS-01879 1' HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063-T6 31 FS-01680 1" VERTICAL GLASS STOP KEYWIRK ALUMINUM 6063-T6 32 135 FH-03693 1 3/4" SILL RISER KEWK ALUMINUM 6063-76 33 FH-OS652 2 1/4" SILL RISER KFYMARK ALUMINUM 6063-T6 34 FH-03653 3" SILL RISER KEYMARK ALUMINUM 6063-T6 FH-03654 3 I/2" SILL RISER KEYMARK ALUMINUM 6063-T6 36 LMI GLAZING SEE SHEET 17 37 FS-03684 POCKET DOOR HOOK STRIP KEYMARK ALUMINUM 6063-T6 38 FS-04477 POCKET DOOR HOOK STRIP MOUNT KEYMLARK ALUMINUM 6063-T6 OR HOOK 40 FH-05 45 NTER 0 KOREIN REINFORCING M R KEYK ALUMINUM 6005-T5 T ..I PARTS LIST PARTS LIST CONTINUED RLvswRs FROM SHEET 17 REV DESCRIM10R DATE APPROVED 1 A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/1S R.I., 54 52 13 63 15 17 A8 29 g3 28 2 36 54 EXTERIOR INTERIOR INTERIOR 64 28 50 63 27 54 EXTERIOR O 32 16 OR 75 33, 34 AND 58 36 .47 35 SIMILAR) 64 63 43 ©HORIZONTAL CROSS SECTION 60 76 LOCK STILE TO 2 TRACK FRAME JAMB i3— (2)VERTICAL CROSS SECTION BUR TRACK FRAME SYSTEM WITH 0112' SILL RISER SHOWN, ALL RISERS, MAYBE USED (SEE DESRISERS DES PRESSURE CHARTS SHEET13) SIGNED., 0410712016 PRODUCT REVISED 7500AtvfSTBRDAMDRTVI3 aacomptyingwith the Florida WinDoo� OTILAND0,FL32832 1tt��6;;'.;d� NOA-NBuildino,Cotle 16.0715.09 INCORPORATED �� i° �,W1nda0dnacoro �4�' \4SNS�'gtit��! y �'e Expiration Date 11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD '"-1k• Q}'-� G • -- 4'0 x 12'0 AND 5 0 x 10 0 PANELS - LMI -10 Ey BILL OF MATERIALS AND CROSS SECTIONS �10 • TAT OF, kT+ Mlam gde roduc Contro �0 �` F / TJHR; GW0 NO. 08�01172 RB ///' SS �b;10 scALE TUTS DALE O1 20/11 sREEr18 OF 30 /i/ONALI�\\\�� NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 41 FH-02642 6000 BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6005-T5 42 FH-05479 99 & 135' CORNER STILE REINFOR. KEYMARK ALUMINUM 6063-T5 43 FS-04747 BUMPER JAMB INSERT KEYMARK ALUMINUM 6063-T6 44 TP983 9/16" GLAZING VINYL VINYL 45 TP1051 1" GLAZING VINYL VINYL 46 TPS90 GLASS SPACER ALUMINUM AW-3000 47 §1988-9000 TANDEM ROLLER 48 1500 A04 SIGNATURE HANDLE SET 49 SIGNATURE DUMMY HANDLE SET 50 2468 DUAL POINT MORTISE LOCK & KEEPS 51 10878 INTERLOCK BUMPER RUBBER 52 NPG PANEL GUIDE NYLON 53 NRAHP PANEL ADJUST. HOLE PLUG NYLON 54 W332417K0000 FINSEAL .187 x .350 55 W231417K0000 FINSEAL .187 x .140 56 W332217K0000 FINSEAL .187 x .220 57 W131317K0000 RNSEAL .187 x .130 5B W333517K0000 FINSEAL .187 x .680 59 P7569AM OUST PAD 1.244" x .5' x 2,W 60 131018 (J8 x 3/8" PH TYPE B 18-8 STAINLESS 61 131002 #8 x 1" PFH THREAD CUTTING 16-8 STAINLESS 62 131OW p10 x 3/4" FH TEK SCREW 16-8 STAINLESS 63 131004 #10 x 1 1/4" SO, DRNE TYPE F 410 STAINLESS111-8 64 131020 #7 x 5/8 PH TYPE A 41D STAINLESS 65 131018 010 x 2 1/2" TYPE F 18-8 STAINLESS 66 131010 #10 x 1/2" SCREW 18-8 STAINLESS 67 131011 #8 x 2" FH TEK SCREW 410 STAINLESS 68 131022 #8 x 3/4" PH TEK SCREW 410 STAINLESS 69 LCS068-N5. SILL GATE SNAP IN NYLON 70 SIKAFAST 552 GLAZING COMPOUND SIKA SILANE POLYMER 71 715449 LOCK OPERATING GEAR (CORNER) SIEGENIA 72 896624 LOCK LINKAGE (CORNER) SIEGENIA 73 61H-01 KEEPERS (CORNER) SELJAN 74 F00015011 SEALAM SILICONE 75 FS-04766 TALL BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 78 131055 #8 x 1/2' PFH TEK SCREW STAILESS STEEL 77 FH-05811 135' CORNER STILE KEYMARK ALUMINUM 6063-16 78 -05821 KEYMARK 79 �10 x 3/4' PHCLIP iEK SCREW 18 SALUMINUM STAINLESS T eHORIZONTAL CROSS SECTION 19 MALEBUTT STILE TO REINFORCED FEMALE BUTT STILE ©HORIZONTAL CROSS SECTION 19 REINFORCED 90° CORNER STILE rERIOR <TERIOR REVISIONS DESCRIPTION I DATE APPROVED DADE LETTER DATED MARCH 21, 2011 03/24/11 R.L. XD CHARTS 1 06/15/15 R.L. OHORIZONTAL CROSS SECTION 19 REINFOACED13rCORNERSTILE REINFORCING BAR NOTE. ITEM #40, (INTERLOCK REINFORCING BAR) IS SECURED TO INTERLOCK WITH ITEM #62 SEE DETAILS C/22 AND F/22, ITEM #22, (FEMALE BUTT S71LE REINFORCING BAR) IS SECURED TO FEMALE BUTT STILE OFFSET WITH ITEM #65 SEE DETAIL D/19. ITEM #41, (8000 BUTT STILE REINFORCING BAR) IS SECURED TO FEMALE BUTT STILE OFFSET WITH ITEM #62 SEE DETAIL D/19. ITEM #42 ( CORNER STILE REINFORCING BAR) IS SECURED TO CORNER STILE WITH ITEM #79 SEE DETAIL E/19. ALL SCREWS ARE SPACED 6" FROM TOP AND BOTTOM OF STILES AND ONE REIN. AT MIDSPAN, T 19 SIGNED; 0410712016 PRODUCT REVISED W111D00� RLANDO,FL3 BDRTVB `\\�,R ...z - no com 1yIngg with the Florida NOA-NBuIldlino Code 16-0715.05 JNCORPORATBD PP raeiu'soim �Va>,vwlndoodnamm `�V`;t�\Ci�14 tP^ i?xplratlon0ate1110312021 810D SERIES ALUMINUM 90' k 135' CORNER SGD — �fr 0 6 4'0 x 12'0 AND 5'D x 10'0 PANELS - LMI �,dtlY/ o)>Lala -.. _ ,,, CROSS SECTIONS +`, TA 0 r to TJH 1 08-01172 SCALE NTG JDATE 01 /20/11 s"EEf 19 OF 30 r 9 E. ®HORIZONTAL CROSS SECTION 0 • INTERLOCK TO HOOK STRIP 35 SIMILAR) YTRACK FRAME SYSTEM WITH 3'S/LL RISER SHOWN, ALL SILL RISERS MAYBE USED (SEE DESIGN PRESSURE CHARTS SHEET l3) REVISIONS DESCPoFnoR DATE APPROVED DADE LETTER DATED MARCH 21, 2011 03/24/11 R.L. iED CHARTS 06/15/15 1 R.L. IOR IOR HORIZONTAL CROSS SECTION 0 LOCK STILE T04TRACKFRAMEJAMS SIGNED. 0410712016 PRODUCT REVISED 7500 WinDoox FLL3 82 � on eom 1YIng with the Florida Building Coda ORLANDO Now -No. 15-0715.05 INCORPORATSb r 40i'si u" w%w.vWootinc.com vFN Expiration Data 11/0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD �?k� 0 By 4'0 x 12-0 AND 5-0 x 10'0 PANELS — LMI8IA1a mlom B rodact control CROSS SECTIONS XA."` SSSS 1 08-01172 NTS IPATF 01/20/11 "1"20 OF 30 V f TERIOR XTERIOR ©HORIZONTAL CROSS SECTION 1 MALEBUT7STILETONON•REINFORCED FEMALEBUTTSTILE' REVISIONS DESCRIPTION WE APPROVED EDAMDEEL;ET[ER DATED MARCH 21. 2011 03/24/11 R.L. ;ED CHARTS 06/15/15 R.L. DNORIZONTAL CROSS SECTION NON•REWFORCED135-CORNERSTILE SIGNED: 0410712016 PRODUCT REVISED 7500AIdSTERDAMDRIVE WinDoot ` [is comp%yln,with the Florlda Bultding Corte � ORLANDO, FL 32632 BOA No. 15-0715.OSaT°e°filA INCORPOItA'I'SD wvvwlndoorinawm Expiration Dato 1110312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD By_���_._r 4'0 x 12'0 AND WO x 10-0 PANELS — LMI CROSS SECTIONS ITJH 1 08-01172 1 CORNER S71LE 1- SCALE NTS I DATE 01 /20/11 s� 1 OF 30 W HORIZONTAL CROSS SECTION REINFORCED INTERLOCKTO REINFORCED INTERLOCK TOR 31OR 'RIOR RIOR IOR RIOR HORIZONTAL CROSS SECTION 2 NON-REINFORCEDINTERLOCKTO NON -REINFORCED INTERLOCK REVISIONS OESCRIPNON DATE I APPROVED DADE LETTER DATED MARCH 21, 2011 03/24/11 R.L ;ED CHARTS 06/15/15 I R.L 'RIOR RIOR iMHORIZONTAL CROSS SECTION NON -REINFORCED INTERLOCK TO NON -REINFORCED INTERLOCK SIGNED: 0410712016 T REVISED WinDoor ORT. NDO,FL328DR1VB In with the Plorldn ore 15-0745.05 INCORPOR&THD Pw ,—,s4 \ wwMndoovldceom `NVJs�\EIV,9' # ) Onto11/0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD +1k• 4'0 x 12'0 AND 5'0 x IWO PANELS — LMI CROSS SECTIONS��,.�j0 0 Proauct control DRAWN: DWG NO. REV TJH 1 08-01172 1 9 SCALE NTS I DATE 01/20/11 6HEET22 OF 30 a 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 #14 WOOD SCREW EXTERIOR FASTENER HEADS TO BE COVERED. WITH APPROVED SEALANT #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT DOUBLE 2X BUCK/WOOD —� FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 1" MIN. _ EDGE DIST. 2 3/8" 1" MIN. SEPARATION � EDGE DIST. 1 3/4" MIN. EMBEDMENT 1/4" MAX. SHIM #14 WOOD SCREW 1 3/4" MIN. EMBEDMENT DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED '(SEE NOTE 2 SHT. 1) J_ 1" MIN. EDGE DIST. 2 3/4" SEPARATION REVISIONS REV DESCRIPTION WE APPROVED A PER DADE LETTER DATED MARCH 21, 2011 03/24/11 R.L 13 REVISED CHARTS 08/15/15 R.L. 1/4" MAX. SHIM lzt #14 WOOD SCREW INTERIOR 1" MIN, INTERIOR EDGE DIST, FASTENER HEADS �— TO BE COVERED BACKER ROD AND WITH APPROVED SEALANT APPROVED SEALANT #14 WOOD SCREW HORIZONTAL CROSS SECTION 2X BUCIOWOOD FRAMING INSTALLATION 2TRACKFRAME SHOWN, 3 TRACK 11 II AND 4 TRACKSIMILAR FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT #14 WOOD SCREW 1 3/4" MIN. EMBEDMENT 2 3/16" i" 1" MIN. SEPARATION EDGE DIST. VERTICAL CROSS SECTION 2X BUCWWOOD FRAMING INSTALLATION 2TRACK FRAMESNOWN,3TRACK AND 4 TRACK SIMILAR EXTERIOR NOTE: 2X BUCK/WOOD FRAME SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN, ANCHORAGE SIMILAR FOR 3 TRACK AND 4 TRACK SYSTEMS. SEE SHEET 16 FOR D.C. ANCHOR SEPARATION. 2 TRACK WITH 3 1/2" SILL RISER SHOWN 3 TRACK & 4 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 13A AND 13B. TREVISED �T 7500AMMltDAMDRIVR np with tho Florida W100r ORLANDO,FL32832 o 15.0715.05 INCORPORATED P-4-074APSAIAB'sm wwwwfndoodnccom Data11/03/2021 8100 SERIES ALUMINUM 90' & 135- CORNER SGD 4'0 x 12'0 AND WO x 10'0 PANELS �- LMI o uc ontrol INSTALLATION DETAILS ORAWN: owe NO. RE TJH 08-01172 E SCALE NTS DATE 01/20/11 ISHEU23 OF 30 SIGNED; 04/07/20' 2 1/2" MIN. EDGE DIST, MASONRY/CONCRETE BY OTHERS OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTES 2 & 3 SHT. 10) / BACKER ROD AND J APPROVED SEALANT 1/4" TAPCON SEE NOTE 3 SHEET 14 EXTERIOR FASTENER HEADS —\ TO BE COVERED \ WITH APPROVED SEALANT 1/4" TAPCON SEE NOTE 3 SHEET 14 SILL TO BE SET —� IN BED OF APPROVED SEALANT OR NON --SHRINK GROUT VERTICAL CROSS SECTION MASONRYXONCRETE INSTALLATION 4 TRACK FRAME SHOWN, 2 TRACK AND BTRACKSIMILAR 2 1/2" MIN. EDGE DIST, 1 1/4" MIN. EMBEDMENT 1 /4"MAX. SHIM 1/4" TAPCON SEE NOTE 3 SHEET 14 1 1/4" MIN, EMBEDMENT 2 1/2" MIN. EDGE DIST. NOTE: MASONRY/CONCRETE SUBSTRATE INSTALLATION FOR 4 TRACK SHOWN. ANCHORAGE SIMILAR FOR 7 1/8" 2 TRACK AND 3 TRACK SYSTEMS, SEPARATION SEE SHEET 16 FOR O,C, ANCHOR 4 SEPARATION. 4 TRACK WITH 3" SILL RISER SHOWN 2 TRACK Sc 3 TRACK REwsioNs DESMPRON DATE APPROVED DADE LETTER DATED MARCH 21. 2011 03/24/11 R,L. iED CHARTS 06/16/15 R.L. 1/4" MAX. SHIM FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 1/4'.' TAPCON t SEE NOTE 3 SHEET 14 OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTES 2 & 3 SHT. 1) 4.' ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED, SEE D.P. TABLES SHEETS 13A AND 138. FASTENER HEADS TO BE COVERED d` WITH APPROVED 2 1/2" MIN 4 INTERIOR EXTERIOR SEALANT EDGE DIST. 1/4" TAPCON SEE NOTE 3 SHEET 14 FASTENER HEADS 1/4" TAPCON MASONRY/CONCRETE TO BE COVERED SEE NOTE 3 BY OTHERS WITH APPROVED SHEET 14 SEALANT 1 1/4" MIN. BACKER ROD AND HORIZONTAL CROSS SECTION APPROVED SEALANT EMBEDMENT BY OTHERS 4 TRACKFRAME SHOWN, 2 TRACK AND 9 TRACK SIMILAR SIGNED., 0410712016 PRODUCT REVISED as com 1cInwlth the Florida YIn OQ 7O5l0LANDSOBD3283D2V , 1\\•1111•11/b!// ' L J Building ca NOA-N15-0715.05 INCORPORATED r—""' vmmindoodnacom VJ��\G Hd"9{S� BxplradonBat 11l03/2021 ay 0 61/� •'* 8100 SERIES ALUMINUM 90' & 135' CORNER SGD�`,1k• 4'0 x 12'0 AND WO x 10'0 PANELS — LMI INSTALLATION DETAILS '�p0•f TAT OF. NRam del Product control +��� S/fG#Cy\�'� OEV WN.. Dwa NO. RB 08-01172 IIIAl. soALE NTS DATE 01/20/11 sNEET24 OF 30 1110\\\ 1" MIN. EDGE DIST. DOUBLE 2X BACKED 200A,STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) BACKER ROD AND - APPROVED SEALANT #14 WOOD SCREW EXTERIOR FASTENER HEADS TO Be COVERED WITH APPROVED SEALANT #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT DOUBLE 2X BACKED.N 20GA,STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) 1" MIN. EDGE DIST. 2 3/8" 1" MIN. SEPARATION �— EDGE DIST. 1 3/4" MIN. '' EMBEDMENT 1 /4" MAX. SHIM B14 WOOD SCREW 1 3/4" MIN. EMBEDMENT DOUBLE. 2X BACKED 20GA.STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) 1" MIN. EDGE DIST. REVISIONS DESCRIPTION DATE APPROVED DADE LETTER DATED MARCH 21. 2011 03/24/11 R.L. ;ED CHARTS 06/15/15 R.L. 1/4" MAX. SHIM #14 WOOD SCREW INTERIOR 2 3/8" EXTERIOR SEPARATION J 1" MIN. EDGE DIST. FASTENER HEADS INTERIOR T— BE COVERED BACKER ROD AND WITH WITH APPROVED SEALANT APPROVED SEALANT 1 #14 WOOD SCREW H0141Z'ONTAL CROSS SECTION 2X PACKED STEEL FRAMING INSTALLATION 2 TRACK FRAME SHOWN, 9 TRACK AND 4 TRACK SIMILAR — FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT #14 WOOD SCREW 1 3/4" MIN. EMBEDMENT 2 3/16" 1 1" MIN. SEPARATION EDGE DIST. VERTICAL CROSS SECTION 2X BACKED STEEL FRAMING INSTALLATION 2TRACKFRAME SHOWN, S TRACK AND 4 TRACKSIMILAR NOTE: WOOD BACKED 200A. STEEL STUD SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN. ANCHORAGE SIMILAR FOR 3 TRACK AND 4 TRACK SYSTEMS. SEE SHEET 16 FOR O.C. ANCHOR SEPARATION. 2 TRACK WITH 3 1/2" SILL RISER SHOWN 3 TRACK & 4 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 13A AND 138. SIGNED: 04/07/2016 TREVISED 7500AMSPERDAMDRIVE g with the Florida WinDoor pILI A14p$O�PL 32832 ,,11 �% E."4��/�� d 15.0715.05 INCORPORATED P�,;,at�el.o»s ww�vwindoodrrcwm S rd1 DatD1110312021 8100 SERIES ALUMINUM 90' & 135' CORNER SOD 1ltp 61 4'0 x 12'0 AND 50 x 10'0 PANELS — LMI roft t Control INSTALLATION DETAILS i0 . S•'jAT OP ,{�, DRAWN: mo NO. REV �r�'Ft.<ORIOP•G. -LE N7S JDATE Ot 20 11 08 50"25 OF 30 B /��/61111NAj110����` 10 REVISIONS REV DUCRIMON WE APPROVED 1 3/4" MIN. A PER DADE LETTER DATED MARCH 21, 2011 03/24/11 R.L. 1/4" MAX EMBEDMENT SHIM B REVISED CHARTS 06/15/15 R.L �- #14 WOOD SCREW 1" MIN, EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) INTERIOR EXTERIOR HOOK STRIP CROSS SECTION 2X BUCKN VOOD FRAMING INSTALLATION 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM 2 1 /2" MIN. 1/4" TAPCON EDGE DIST. SEE NOTE 2 SHEETS 14 AND 15 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED Q (SEE NOTES 2 & 3 SHT. 1) IVMASONRY/CONCRETE BY OTHERS INTERIOR r 1 EXTERIOR HOOKSTRIP CROSS SECTION MASONRY/CONCRETE INSTALLATION 1 3/4" MIN. 1/4" MAX. EMBEDMENT SHIM �- #14 WOOD SCREW 1" MIN. EDGE DIST. DOUBLE 2X BACKED 20GA.STEEL FRAMING "T*7i BY OTHERS (SEE NOTE 2 SHT. 1) INTERIOR EXTERIOR — HOOKSTRIP CROSS SECTION 2X BACKED STEEL FRAMING INSTALLATION T REVISED jy� 7500AMSTBRDAMDRIVH ng with the Florma yY 1 oor ORLANDO, FL32832 e 15.0715.05 INCORPORATED e-4o7.111mw vAya..windoorincmm Dota11/03/2024 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 X 12'0 AND WO X 10'0 PANELS- — LMI couct control INSTALLATION DETAILS ORAWN. DWG NO. RE TJH 08-01172 E —Li NTS DATE 01/20/11 s"EEr26 OF 30 A( . ik r TOP OF PANELS OVER 10'0 HIGH UP TO 12'0 HIGH TOP OF PANELS UP TO 10'0 HIGH Keeper location® 909 and 1360 corner panels Height In Kee erlmlIlona 80 1, 2.3.4. 5 and 9 84 1, 2, 3, 4, H and 9 0 1, 2. 3, 4, 5, 0 and 9 98 1.2, 3, 4, 6, 6 and 9 1D2 1, 2, 3, 4, 6, Send 9 108 1,2,3,4,5,6,7end9 114 1,2,3,4,6,8,7,8eR9 120 1, 2, 3, 4, 5, 6, 7, 8 and 126 2,3,4,5,6,7,8,9and 12 132 1,2,3,4,5,a,7.8,9,10and 12 13. 1,2,3,4,5,(J,7,U.U.10,11and 12 144 1 2, 3, , B, B. 7. 8, 9, 10, 11 and 2 KEEPER LOCATION 11 13 61/64" FOR ALL PANELS UP TO 10'0 HIGH PANEL LOCKING HARDWARE LOCATIONS AT 900 AND 195° CORNERS LOCKING HARDWARE NOTES: 1) LAYOUT IS FOR ALL PANELS UP TO 12'0 HIGH. 2) MAIN OPERATOR HANDLE OPERATES KEEPER LOCATIONS 1 - 6, SECONDARY OPERATOR HANDLE OPERATES KEEPER LOCATIONS 7 -12. 10 27/32" KEEPER LOCATION 12 1 0 pEVI5R7H5 DESCRD'RON DATE APPROVED DADE LErlER DATED MARCH 21, 2011 03/24/11 R.L. iED CHARTS 06/15/15 R.L. KEEPER LOCATION 6 KEEPER LOCATION 5 KEEPER LOCATION 4 68 5/32" KEEPER LOCATION 3 59 1/8" 50 3/32" KEEPER LOCATION 2 E ERLIN CENTERLINE 41 1/16" OF MAIN KEEPER LOCATION 1 20 63/64" OPERATOR HANDLE 2EE I 11 61/64" I SHEET 27 122 3/16" 113 9/64" 95 5/64" 86 3/64" 76" CENTERLINE OF SECONDARY OPERATOR HANDLE SEE NOTE 2 SHEET 27 PRODUCT REVISED 7500AMST$RDAMDRTVA ancomp%ingwith the Florida WinDoor ORLANDO,FL32832 Building Code rhmw lD/AB�tlm NOA-No. 15-0715.05 INCORPORATED rm4,=,;o5 p%mmindoodne.com Nxpiration Date 11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SOD ay 4-0 x 12'0 AND 5'0 x 10'0 PANELS -- LMI MI ­re uc ontroi LOCKING HARDWARE LOCATIONS TJH 1 08-01172 SCALE NTS I -E 01/20/11 ISH-27 OF 30 SIGNED: 0410712016 r 7 15/32„ 3/4' • 1 1/4" 1 1/2" 11/16" 11 3 TRACK SILL PAN ALUMINUM 608346.085"THICK 6 45/64" 9.175" 6 51/64" 13/16" 181/64" @ 3 TRACK SILL INSERT ALUMINUM 6063-76.076'THICK 5 3/32" 3/4" 10 3 TRACK FRAME JAMB ALUMINUM 6063-T6.075"THICK 11/16" 0 4 TRACK FRAME JAMB ALUMINUM 6053-T6.075" THICK 3 2 TRACK SILL PAN 1 1/4" ALUMINUM6003-T6.075"THICK 4 21/64" 13/16" 61/64" 4 13/32" t -r O2 2 TRACK FRAME JAMB ALUMINUM 6083-T6.075" THICK r 3/16.. �' 1 39/64" �NTERLOCK COVER ALUMINUM 6063-76.06T"THICK 02 TRACK SILL INSERT ALUMINUM 6063-T6.076'THICK 4 19/32" 1 3/4" 02 TRACK FRAME HEAD ALUMINUM 6063-T6.076' THICK 6 31/32" PRODUCT FeevIseo r as complying with the Florida I1 Bulidl to Coda NOA-No. 19-0715.05 1 3/4" Expiration Data 11JO312021 By bliami-MadirWr6iluat Control O9 3 TRACK FRAME HEAD ALUMINUM 6063-T6.076' THICK REVISIONS REV OESWUPIION I DATE APPROVED A PER DADE LETTER DATED MARCH 21, 2011 03/24/11 R.L. B IRMSED CHARTS 1 06/16/15 1 R.L. 9,345" TT T-4-11 3/4" Q5 4 CRACK FRAME HEAD ALUMINUM 6063-T6.075' THICK 9.09" 3/4" 11/16" T Q 4 TRACK SILL PAN ALUMINUM 6063•1`6.011M THICK 9 5/64" 13/1�fi"I Il`I^r'�� ��`ro,r' ��'l�i'i"i�Jl 161/6¢" - 4�TRACK SILL INSERT T� ALUMINUM 6063.1.6,075" THICK SIGNED: 0410712016 7500 WinDoor ORLANDO,FL329322R .`'`}�►'1•L,o''///. INCORPORATED F=4 ajmoi�0 %mmindooriaccom ` �•�Nsfi+qn� 8100 SERIES ALUMINUM 90' & 135, CORNER SGD iK• 0 8 k 4'0 x 12'0 AND WO x 10'0 PANELS — LMl COMPONENTS �ti�d•_ tA111"` 00 ..� TJH 108-01172 'ME NTS DATE 01/20/11 TNUT28 OF 30 4 T� 3 1/2" 1 3/4" 2 5/16" @PLAIN STILE INTERLOCK ALUMINUM 6063-T6.080' THICK {�-- — 3 1/2" I —T 1 3J4" 17 LOCKSTILE ALUMINUM 6063-TB .060" THICK }-- 2 47/64" 1 I .25" 2 11/64" 125" 21 MALE BUTT STILE EXT. OFFSET ALUMINUM 6063-T6.0801 THICK 1 9/16" I- 3 29/32" THICK 16 BOTTOM RAIL ALUMINUM 6063-T6.080' THICK 4 5/8" —•-I 1 9/16" 1.59" 1 /8" 3 112." 20 FEMALE BUTT STILE EXT. OFFSET ALUMINUM 6063-T6.060' THICK 15 TOP RAIL ALUMINUM 6063.76.080" THICK —1 1 9/16" »{ 2 ll/ .168" I 1/4• I� 1 45/64., 8' -� 1 29/32" �-- 4o INTERLOCK REINFORCING BAR ALUMINUM 6005•T5.1681THICK r 3/8,. 1 23/32" I. .125375" 1 "64" 41 6000 BUTT STILE REINFORCING BAR ALUMINUM 6061-T6.375' THICK T3 3/16" 2 21/32" 7 1/2 L 1 19/32" -f --. 42 90° & 135° CORNER STILE REINFORCEMENT ALUMINUM 6063-T6.159' THICK 75 TALL BOTTOM RAIL ALUMINUM 6063-T6.080'THICK REVISIONS REV DESCRIP110N I DATE. I APPROVED A PER DADE LETTER DATED MARCH 21, 2011 03/24/11 1 R.L. B IREViSED CHARTS 06/15/15 1 R.L. — 1 3/4" �- 4 1/2" 6" 18 90° CORNER STILE ALUMINUM 6053.T6.081' THICK 1 13/1.6" 42 90° CORNER CLIP ALUMI NUM 6063-T6.101' THICK 1 3/4' 4 3/8" 5" 77135" CORNER STILE ALUMINUM 6063-7*6.081'THICK 1 33/64" 1 19/32" 78 1351 CORNER CLIP ALUMINUM 6063•76.10117H1CK SIGNED: 0410712016 ICT REVISED 7500AMSMRDAMDRiVt3 lying wllh <he FloAdn WinDoolc ORLANDO,PL32832 \��� R• L Code 15-071Ism, INCORP0 RAIT70 1°yA,",�a iaiaBSO Iwwvwlndoorinaeom ' '��\ � � r �G E Id nootell/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD ti'df' py$Q@ 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI (�( e Pro uc control COMPONENTS ~r.� V ATr DRAWN: I DWO NO. I REV %O.�• �LAO11 ITJH 1 08-01172 1 B NTS OF 0 13/16" 3 1/2 1.74" 2 13/16" 32 13/4" SILL RISER ALUMINUM 6063-T6.060'THICK L^ft-i "13/16" nPOCKET DOOR HOOK 0 STRIP MOUNT ALUMINUM 6063-T6.075'THICK 2 24" 33 2 1/4"SILL RISER 2 23/32" ALUMINUM 6083-T8.060' THICK L � 31/32 " 13/16" 3s POCKET DOOR 0—TER HOOK STRIP COV ALUMINUM 6063-T6.075" THICK 2.99" G 3" SILL RISER ALUMINUM 6063-T6.060' THICK {�---- 4 1/2' Fc I I nPOCKETDOOR HOOK STRIP ALUMINUM 6063-T6.080' THICX 3.49" 35 31/2" SILL RISER ALUMINUM 6063-T6.060' THICK -1� 3 9/32" 9/32" J —� 23 PLAIN STILE INTERLOCK ALUMINUM 6063-T6.080" THICK 7/16" T ,/67 28 9/16" HORIZONTAL GLASS STOP ALUMINUM 6063-76.070'THICK 1 21/32" 1 7/16" 29 9/16" VERTICAL GLASS STOP ALUMINUM 6063-T6.070"THI0K REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MARCH 21, 2011 03/24/11 R.L. 8 REVISED CHARTS 06/15/15 R.L 1/47I_ I 1 �1 II" —ITT + � 1 11 /64" -E� I `— 1/8j17 45/L64_'.' E 30 1" HORIZONTAL - GLASS STOP ALUMINUM 6063-T6.20' THICK 27 PANEL STILE JAMB INSERT ALUMINUM 6063-T6.075' THICK 1 21/32" F 1/4„ r 1/8" T 31 1" VERTICAL GLASS STOP ALUMINUM 6063-T6.20' THICK 1-1 2 23/64" 45/64,• �4IIIlffff3 DUMPER JAMB INSERT ALUMINUM 6063-T8.060" THICK 27/32° 3As— 13 HEAD INSERT ALUMINUM 6063•T6.06W THICK 17/fi 80 SPACER ALUMINUM AW3000.015" THICK SIGNED; 04/07/2016 REVISED with the Finrida �'�%� 7500AMSTRRDAMDRIVR WinDoor ORLANDO, FL 32832 o\%IIII.II10", 4: •tib�/// \\\�� 15.0T15.05 INCORPORATED W'si° %vmvwndoodnomm \1�.�;•�\GE140*4IIs ,to11/03/2021 8100 SERIES ALUMINUM 90- & 135- CORNER SGD 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI 0 5 �r" et cont., COMPONENTS �r-70r�8 AT A' r TJH 1 08-01172 SC&E NTS DATE 01 /20/11 SH-30 OF 36 •d