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Home My WebLink AboutProduct Approval - Sliding Doors 4 M 1®��E MIAMI—DADS COUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805.SW 26-81reet Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315 2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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 90" &135° corner & w/wo Reinforcements APPROVAL'DOCUMENT: Drawing No. 08-01172,Rev B titled "8100 Series Alum 900& 1350 Corner SGD", sheets 1.through 13A, 13B, 13C, 13D, and 13B 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:barge 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. IMRMINATION 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 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. LLN�.'400715)6 MfAMIOME COUN7v p Expiration Date: November 3,2021 +4111. Approval Date: May 05,2016 1 Page 1 �i WinDoor,Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0208.01) 2. Drawing No. 08-01172, Rev B titled "8100 Series Alum 900 & 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. 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 01/14/11., and revised and reissued on 07/05/11,both signed and sealed by Gerald J.Ferrera,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 I. Anchor verification calculations and structural analysis, conformance to, complying with FBC 5"' Edition (2014), prepared, signed, and sealed by Luis R. Lomas, P.E., dated 07/06/15,03/09/16 and last revised on 04126/16. 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 06125/15, expiring on 07/04/18. 2.- Notice of Acceptance No. 14-0423.15 issued.to Eastman Chemical Company(MA). for their CP-Saflex and Saflex HP Composite GIass 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 WinD0or,Inc. - NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5rh 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 b Gerald J.Ferrera,P.E. � y G. OTHERS 1. Notice of Acceptance No. 12-0130.12, issued to WinDoor, Inc., for their Series 4100"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 Expiration Date:"November 03,2021 Approval Date: May 05,2016 E-2 i I 334 7/6" O.A. FRAME WIDTH aensroxs 146 15 16" O.A 186 m REV otscn m DATE tPaaoveo FRAME WIDTH TO CORNER" FRAME WIDTH TO-CORNERA IFTR DADE LETTER DATED MARCH 21,2011 03/24/11 R.L. A 48" MAX. 0 JADDED CHARTS FOR WOOD INSTALLATION 08/15/15 R.L.; 18 L NOMINAL NOTES: 90' CORNER I PANEL 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WIDTH _ _ _ _ COMPLY WITH REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE, 5th. EDITION INCLUDING THE HVHZ. REINF, + I REINF, i 1 Y `I 2. WOOD FRAMING/ 1X OR 2X BUCK, 20GA. 2X WOOD BACKED STEEL STUD 144" MAX. i REINF. REINF, �� OR MASONRY/CONCRETE OPENING TO BE DESIGNED AND ANCHORED TO O.A. FRAME' �' �i PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING/ 1X HEIGHT M i ' 41 a► h► i y y n OR 2X BUCK, 20GA. 2X WOOD BACKED STEEL STUD OR X 142 1/16 I X "ii x j X X i X POCKET WAELi MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY OF THE ARCHITECT j UNDER I�i OR ENGINEER OF RECORD. PANEL B i p ' f 1 SEPARATE `f 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS i F _ APPROVAL. T0, NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED HEIGHT 1g i 18 — BE REVIEWED+� COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE BY AHJ. p RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. HEIGHTO f� 19 2 0 i� 4• ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN SEE NOTE i OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 9 SHEET 1 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-76 .075" THICK. PANEL MATERIAL: EXTRUDED ALUMINUM 6063—T6':080" THICK. S. UNITS MUST BE GLAZED PER ASTM E1300-04/-09 WITH LARGE MISSILE 1 IMPACT.GLASS. SEE SHEET 17 FOR GLAZING DETAILS. 6" TO 7. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS WEEP SLOT SERIES 8100 4'0 x 12'0REINFORCE122TRACKALUMINUM 900 CORNER SGD PRODUCT IN WIND BORNE DEBRIS REGIONS.. EXTERIOR VIEW 6. MAXIMUM 4'0 x 12'0 PANEL SIZE: 51 3/4" x 142 1/16" WEEP SLOT 1" x .1875" 9" PANELSON2TRACKFRAMESHOWAf UNLINITEDNUMBEROFPANELSINUNL/MfTEDCONFIGURAT(ONS, MAXIMUM WO x 10'0 PANEL SIZE: 63 3/4" x 118 1/16" TYP. LOCATEO'AT ALL BYPASS OR90"CORNER,ONASOR4TRACK FRAME,WITH on WITHOUT POCKETS,ARE APPROVED 9, MAXIMUM D.L.O. SIZE 4'O x 12'0 PANEL: 40 1/4' x 132 5/8" (STD. VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SIZEDOESNOTEXOEEDMAxiMUM PANEL SIZE,USES VERTICAL CONDIRONS BOTTOM RAIL) OR 129 3/32" (TALL BOTTOM RAIL). ASSHOWNAND THE TOTAL FRAME AREA DOES NOTEXCEED•502 SQUARE FEET. 10. MAXIMUM D.L.O. $IZE WO x 10'0 PANEL: 52 1/4' x 109 3/16' (STD. ttitt4 . REINFORCED UNIT WITH BILL Rim#34 BOTTOM RAIL) OR:105 3 32" TALL BOTTOM RAIL). Q TABLE OF CONTENTS DESIONPAESTURERATINO /MPACTRA7INQ SHEET NO. DESCRIPTION :E7O.OPSF MISSLA MPACT 1 — 12 ELEVATION, LAYOUT, NOTES AND DESIGN PRESSURES 13 DESIGN PRESSURE RATING CHARTS FOR MASONRY10ONCRETEAND METAL INSTALLATION 14 _ 1 g ANCHORING LAYOUT AND.NOTES FOR ADDITIONAL SIZES SEE SHEET 19A (, DC 16 CLUSTER AND ANCHOR LOCATION DETAILS RE/ 17 — 18 BILL OF MATERIALS, GLAZING OPTIONS AND CROSS SECTIONS NFOACEDUNITWITHSILLRI9ER#94 19 —'22 CROSS SECTIONS DEyf(TNPRE86URERAT/NO 1MPACTAATINt3 23 _ 26 INSTALLATION DETAILS C LARGE g 17 t57,3PSF MISSILE IMPACT 27 LOCKING HARDWARE LAYOUT 18 INTERIOR 19 19 FOR WOOD INSTALLATION 28 30 COMPONENTS SIGNED.0410712016 /Q FORAODIT/ONAL81ZE88EESHEETIBC PRODUCT REVISED 1n� TSOOAMSTSRDAMDRIVB ,�\\11111i jj�; 18 as comeplZonp with the Florida `y��f O�NDD FL32832 �1\\l�RR�• dv(:'!////� Q L.0_M�L.. Building U y,"4V,ItIMN WmirmAndootlnt.c m \ PANEL HEIGHT AND FORMULA A BOA No, 16.0715.05 INCORT'ORATED ;��:,t�Vr NS• PANEL HEIGHT = UNIT HEIGHT — 1 9/16" MAXIMUM D.L.O. HEIGHT m PANEL HEIGHT — 9 1�2' ExRlratlo ate 911D3/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SOD 71T� WA -Oftr�� i4 EXTERIOR D.L.O,WIDTH = NOMINAL PANEL WIDTH — 9 1/2" By 4'0 x 12'0 AND 5'0 x 10'0 PANELS — L1AI yMlaml ado ro uctcontra 40 X 12'0 90. 2TRACK ELEVATION AND LAYOUT rAO� <y�'' SERIES 8100 4'0 x 12'0 ALUMINUM 90°CORNER SQD DRAWN: Oft No. REV �+F[�R\CjP. REINFORCED 2TRACK LAYOUT scueNTS DATE 01 20 it 08s011720F 30 B /NAt 1%�4\1� i 334 7/8" O.A. FRAME WIDTH REMIONS 146 16/18" O.A REV DERNPRON DATE APPROVED' j FRAME WIDTH TO CORNER 186 15/16" OA. 48" MAX FRAME.WIDTH TO CORNER - A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. j NOMINAL B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. PANEL 90' CORNER 0 WIDTH ' 1 IREINF, I IREINF.. 44" MAX. REINF. , REINF I i PO-C-K-E-T--W ALL1,A. FRAME UNDER ► III' HEIGHT X I X X X X i X i SEPARATE 142 1/16 1 I 1 i APPROVAL, T0�1 MAX. p — BE REVIEWED y PANEL L` 1_ i i F (� BY AHJ. I HEIGHT MAX. D.L.O, e HEIGHT SEE NOTE II 9 SHEET 1 s" To SERIES 8100 4'O x 12'0 REINFORCED 4TRACK ALUMINUM 900 CORNER SOD M ` WEEP SLOT EXTERIOR VIEW WEEP SLOT 1" x .1875" SEVEN U.NiTRACKFRAMESHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, TYP, LOCATED AT ALL BYPASS OR 90'CORNER,ON2,S OR 4TRACK FRAME,WITH OR WITHOUT POCKETS,ARE APPROVED VERTICAL CENTER LINES AS LONGAS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAME AREA DOES NOT EXCEED 502 SQUARE FEET. REINFORCED UNIT WITH SILL RISERN34 DESIGN PRESSURE RATING IMPACT RATING j f70.OPSF LARGE G MISSILE IMPACT 0 FOR MASONRY/CONCRETEANDMETAL-INSTALLATION PANEL HEIGHT AND DLO FORMULA FOR ADDITIONAL SIZES SEE SHEET 13A PANEL HEIGHT = UNIT HEIGHT 1 9/1 "—'--T•�i REINFORCED UNIT WITH SILL RISER di34 MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT 9GHT — 9 1/2"' DESIGNPRESSUREAAT/NG /MPACTRA7TNG D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1/2" f67.3PSF LARGE EIMPACT FOR WOOD INSTALLATION i FORADDITIONAL SIZES SEE SHEET ISO D SIGNED:p4/07/20i6 O INTERIOR 19 19 PRODUCT REVISED T 7500ATAMRDAMDRIVH \\\UI fill/ / aeoom I9Ing wlththeFlorida WinDoox OPLANDO,PT32832 ��a�� r�'///I NOA-No. 15-0715.05 ' INCORPORATED rV-c40FASI M WWWmAndoodmoom '!VN•��o E NS0,�t1';'o r Expiration Date 11/0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD tk� MAd • '4'0 x 12'0 AND 5'0 x 10'0 PANELS -- LMI 8EXTERIORImism ro uet on a ' 90' 4TRACK ELEVATION AND LAYOUT 8OP •{�1,y�. o TJHDRAWR: Dwo No. OB-01172 RB EV SERIES 8100 4 E N 1'0 AI LU IINUM 9 0 CORNER SGD SOME DATE s01 1 NTS 01 20/11 2 OF 30 i REASEONS 418,13/16" O.A. FRAME WIDTH REV CESC TION• DATE APPROVED 103 7/8" O.A 234 7/8" O.A. A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L . FRAME WIDTH TO'CORNER FRAME WIDTH TO CORNER a JADD90 CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. A 60" MAX. NOMINAL i8 90' CORNER PANEL WIDTH I I REINF. ` REINF, • REINF. REINF. REINF. i POCKET WALL �` I UNDER I SEPARATE 0 118 1/16 B X X D I— X X I- X 1 X !__— X APPROVAL. TO BE REVIEWED I PANEL AX. B 19 f; 2 I i BY AHJ. l HEIGHT C ' — rdh O,A"FRAME. MAX. D.L.O. HEIGHT HEIGHT SEE NOTE 10 SHEET 1 weep TooT SERIES 8100 510 x 10'0 REINFORCED 2TRACKALUMINUM 90°CORNER SQD j WEEP SLOT 1" x .1875" EXTERIOR VIEW TYP. LOCATED ALL SEVEN PANELS CN2TRACK FRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, VERTICAL CENTER LINES AS OR SO-CORNER,ONASOR47RACKFRAME,WITHORIMTHOUTPOCKETS,,ARE APPROVED AS LONG AS INDIVIDUAL PANEL SIZE DOES NOTEXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITIONS AS SHOWN AND THE TOTAL FRAMEAREA DOES NOT EXCEED 623 SQUARE FEET. REINFORCED UNIT WITH SILL RISER04 DESIGN PRESSURE RATING IMPAOTRATING G LARGE t8O.OPSF MISSILEIMPACT • PANEL HEIGHT AND D.L.O. FORMULA � FOR MASONRY/CONCRETEAND METAL INSTALLATION PANEL HEIGHT — UNIT HEIGHT — 1 9/16" i F FOR ADDI77ONAL Sam SEE 6HEET13A MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT — 9 1/2" REINFORCED UNIT WITH SILL RISER#34 D.L.O. WIDTH - NOMINAL PANEL WIDTH — 9 1/2" C DESIGNPRESSURERATlNG lMPAOTRATING I OLARGE F t6l.2PSF MISSILE IMPACT ! i C FOR WOOD INSTALLATION. i B D EN FOR ADDITIONALSMES SEE SHEET 13C SIQNED:OA/0y/2Ot6 I i8 INTEA/OR A i9 18 PRODUCT a o�Wuhee:°Drina WinDOOr o DsrennAl�Dluva \```\\�11�111`//C/ al i t6 NOiAa-No, 16.0718.08 INCORPORA'I">✓+D jtpyo�y00 ,D, indooanamm '`�/J••\GES�p,#�ip�'1+ Expiration oete11/0312021 8100 SERIES ALUMINUM 90'-& 135' CORNER SOD By 4'0 x 12'0 AND 5'0 x 10'0 PANELS — LMI EXTERIOR ramm- •Pronuot control 5'0 x 10'0 90. 2TRACK ELEVATION AND LAYOUT Z • A � i DRAwxe REV OR DwD Na10P•��'.� SERIES 8100 6'0 x 10'0 ALUMINUM 90°CORNER SQD TJH TALE DnrE 08 so cr 72 8 REINFORCED2TRACKLAYOUT NTS O1/20 11 3 OF 30 I ,i I i I I • i I RLnstorls j 418 13/16" O.A. FRAME WIDTH RLv DESCRIPTION DAZE APPROVED j 183 7/8" OVA 234 7/8" O.A. A PER DADE LEITER DATED MAY 0R, z010 Ds/12/10 R.L. -I FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER a ADDED CIlMT3 FOR.W00D INSTALLATION 06/15/15 R.L. 6D" MAX, j r NOMINAL -{ 1B 90' CORNER I PANEL WIDTH yJ I �i J1 POCKET U ALL UNDER I SEPARATE + M TO N « y y y APPROVAL. 118 1/16 B — x X 1 — X x R — X X R -- X �I I . BE REVIEWED ` MAX. 2 8Y AHJ. li - PANEL• q P Q — G — II 120" MAX. HEIGHT O.A. FRAME MAX. D.L.O. f� HEIGHT HEIGHT SEE NOTE 10 SHEET I ! `i WEEP SOLOT SERIES 8100 5'0 x 10'0 NON-REINFORCED 2TRACKALUMINUM 90°CORNER SOD EXTERIOR VIEW WEEP SLOT 1" Y. .1875' SEVEN PANELS ON 2TRACK FRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, I 'IYP. LOCATED AT ALL BYPASS OR90'CORNER,ON2,30R4TRACKFRAME,mHonmHOUTPOCKETS,AREAPPROVED VERTICAL CENTER.LINES ASLONGASINDMDUAL PANEL SIZE DOES NOTEXCEEDMAXIMUM PANEL SIZE,USES VERTICALCONDITIONS AS SHOWN AND THETOTAL FRAMEAREA DOES NOT EXCEED$23 SQUARE FEET. NON-REINFORCED UNIT WITH SILL RISER#33 DESIGNPRESSURE RATING I IMPAOTRATING LARGE 0 F #50,0PSF MISSILE IMPACT PeNFI HEIGiaT AND D.L.O. FORMULA, PANEL HEIGHT = UNIT HEIGHT - 1 9/18" FOR WOOD.MASONRYICONCRETEANDMETALINSTALLATION MAXIMUM D.L.O. HEIGHT- PANEL HEIGHT - 9 1/2". R FORADDMONAL81ZFSBEESHEE-TIOE D.L.O. WIDTH a NOMINAL PANEL WIDTH 9 1/2" Q i I I B N SIGNED:041071201;8 j 9 INTERIOR 1 PRObUyCTgRIVISED 7500AMSTHRDAMDRIV6 �1�111111//I I, i8 6u omplingilatl with thoFlorida WinDOor ORI.AND�PL32832 ``�� NOA-No. 15.0715.05 INCORPORATED F—AlF-401.41=3 www.vAndoodnccom Expiration o a11/03/2021LDNIN UMINUM 90' & 135' CORNER SGD 11T 0 5ey ND b'0 x 10'0 PANELS - LMIEXTERIOR Mlam-a Produetcontrot �2TRACK ELEVATION AND LAYOUTSERIES810050x10'0ALUMINUM90°CORNER SGD DworlD. RLv %�\NON-REINFORCED2TRACKLAYOUT t 20/11 OB OELT420F 30 B ,��9/�rljj►l��\ I I � j i 418 13/16" O.A. FRAME M07H RNSIONS 183 7/8" CA234 7/8" D.A. OEScRJpnQx DATIZ APPROVED FRAME WIDTH.TO CORNER FRAME WIDTH TO CORNER A PER OADE LETTER DATED MAY OB•2010 05/12/10 R.L' 60" MAX. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. NOMINAL 90' CORNER PANEL WIDTH 2 I I r REINF. 1 REINF. 1 REINF. REINF. POCKET AWL A LT L REINF. I UNDER MAX i SEPARATE tiL 116 1/16 1 ~ 4' D « " ~ F ~ ~ F 1 - ~ Bfi REVI WET li 2 — X X �— X X X X — X PANEL ' i9' i ( G BY AHJ. HEIGHT C 1 '— 1 19 2 I 0 120" MAX. MAX. D.L.O. D.A. FRAME HEIGHT HEIGHT SEE NOTE 1 10 SHEET 1 i WEEP To SERIES 6i00 b'0 x 10'0 REINFORCED 4TRACKALUMINUM 900 CORNER SOD EXTERIOR VIEW WEEP SLOT 1" x .1875" SEVEN PANELSoN2TRACKFRAMESHOWN,UNLIMITEDNUMBEROFPANELSINUNLIMITEDCONFIGURATIONS, TYP. LOCATED AT ALL BYPASS OR00'CORNER,ON2,3OR4TRACK FRAME,WITH ORWITHOUT POCKETS,AREAPPROVED VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITf0NS AS SHOWNAND THE TOTAL FRAME AREA DOES NOTEXCEED 523 SOUAREFEET: j REINFORCED UNITWITH SILL RISER#34 DESIGN PRESSURE RATING IMPACTRATING, LARGE f80.0PSF MISSILE IMPACT Q FOR MASONRY/CONCRETE AND METAL INSTALLATION PANEL HEIG AND D L 0 FORMULA _ FOR ADDITIONAL SIZES SEE SHEET13A PANEL HEIGHT = UNIT HEIGHT- 1 9/16" MAXIMUM D.L.O. HEIGHT v PANEL HEIGHT - 9 1/2" F REINFORCED UNIT WITH SILL RISER#34 D.L.O. WIDTH NOMINAL PANEL WIDTH - 9 1/2" 2 DESIGN PRESSURE RATING IMPACT RATING F t6I.2PSF LARGE MISSILE IMPACT FOR WOODL INSTALLATION A FOR ADDITIONAL SIZES SEE SHEET ISC • C D SIGNED.,04/07/201''6 f7 INTERIOR 19 19 PRODUCT REVISED y� 7500AM5T13RDAMDRIVB \111111111//� au aomplylnR with the Florida WinD 00r ORLANDO,F1.32832 \\\1 a• 1•�,� NOA No. 18.0715.06 INCORPOR/LTEd r-au is WYAT.WlndOorlaocom .v VJ•\,\�+ENS�d�IP��i� e><pintton Date 7 110 312 021 g100 SERIES ALUMINUM 90' & 135''CORNER SGD �tk4AITO 61/Y •its By ��j 4'0 x 12'0 AND 5'0 x 10'0 PANELS -• LMI EXTERIOR Nila Product ontro 5'0 x 10'0 90••4TRACK ELEVATION AND LAYOUT Orr. • DRAWN: No NO.. REV s.,DRI.Qi'�i\_\�� SERIES 8100 8'0 x 10'0 ALUMINUM 900 CORNER SGD TJH OB-01172 B �j7 � RElNFOACED47RACKLAYOUT scALE NTS oATE 01 20 11 1—5 OF 30 1/11111111 I ' I I . 410 13/18" O.A. FRAME WIDTH REvsioxs REV DescmPRON DAIE APPROVED. 183 7/8" O,A 234 7/8" O.A. FRAME WIDTH TO CORNER FRAME WIDTH-TO CORNER A PER pADE LETTER DATED MAY 00,2010 05/12/10 R.L. 60" MAX. B.JADDED CHARTS FOR WOOD INSTALLATION W115115 R.L,' NOMINAL 90' CORNER PANEL WIDTH 2tl I =POCKET WALL ` UNDER Ii y « r x► y » »I SEPARATE i APPROVAL TO L 118M1�X. i 1 — X X 1 X X 2 -- 'X X — X BE REVIEWED PANEL BY AHJ. 120" MAX. �i HEIGHT Q R G 0 HEIGHT E MAX HEI HTO I SEE NOTE i 10 SHEET 1 11 I WEEP SLOT-4 1— SERIES 8100 5'0 x 10'0 NON•REINFORCED 4TRACKALUMINUM 900 CORNER SOD EXTERIOR VIEW WEEP SLOT t" x ,1875" 8N PANELS E 2 F ESHOW N,UNLIMITED NUMSEAOFPANELSINUNL/MITEDCONFIGUAA710N3, TYP. LOCATED AT ALL EVE LOON TRACK RAM VERTICAL CENTER LINES BYPASS OR80•CORNER,GNP,90R4TRACKFRAME,WITHOA WITHOUT POCKETS,AREAPPROVEO AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUMPANEL SIZE,USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAMEAREA DOES NOTEKOEED 523 SQUARE FEET, i • l NON•REINFOROED UNIT WITH SILL RISER N39 DESIGN PRESSURE RATING IMPACT RATING LARGE +60.0PSF MISSILEIMOACT FOR WOOD,MASONHWCONCRETEAND METAL INSTALLAifON tl FORADDITIONAL SIZESSEESHEET ISE PANEL HEIGHT AND D.L.O. FORMULA I tl — PANEL HEIGHT.= UNIT HEIGHT — 1 9/16" j ---Q MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT 9 1/2" D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1/2" i i i R �. p I ' I i 2 P R SIGNED.04/07/201;6 ii INTERIOR 1 1 PRODUCT REVISED 7500 AMSTBRDAM DRIVE \\\\\\IIIIIIJJ// 1 P WinDoor ORLANDO,PL32832 \\\ra•,,,t5�// .i D: as com 1 In with the Florida Q NOArNo.Building to ode 15•0715.05' INCORPOILATIRD ty�OCim�ieita"— VAVW,W1ndCatlar.UHn �rJ�%01' S�.•'�tP��ii�' expiration Date 11/03/2021 Bt00 SERIES ALUMINUM 90' & 135' COEL GD *� Oy61 �i*=! 4'0 x 12'0 AND 5'0 x 10'0 PANELS C(�E(� Grow BY 5'0 x 100 90'-4TRACK ELEVATION ANUT �� TATE OF '�� Mlam ra uet ontrol �73p.� EXTERIOR / a TJHN owo NO. OB-01172Rg �� qR1Od\;\� SERIES 810NON•REINFOACED4T1NUM 17ACKLAYOUTORNERSQD scut ppE SHEET jJI�NA�\�\�\\ NTS O1 20 11 6 OF • I • i i 1 i • REVISIONS REV OESCRIP710M DATE APPROVED 332 5/8" O.A. FRAME WIDTH A PER DADE LETTER DATED MAY 08,2010 05/12/10• R.L -- _ D ADDED CHARTS FOR WOOD.INSTALIATION 08/15/15 R.L. 148 7/8" OA 185 3/4" O.A. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 48" MAX. A NOMINAL PANEL 18 135' CORNER WIDTH REINF. I REINF. REINF. 1 i REINF. . X X i X i X K X I X UNDER POCKET WALL 142. 1/16 SEPARATE MAX• ( F i APPROVAL T i PANEL B _ i D I F i 1 BE REVIEWED HEIGHT 18 BY AHJ. 144" MAX. O.A. FRAME MAX. D.L.O. ` HEIGHTHEIGHT SEEN NOTE i I 9 SHEET 1 ' 1 6" TO WEEP SLOT F WEEP SLOT 1" x .1875" ' TYP. LOCATED AT ALL SERIES 8100 4'0 x 12'0 REINFORCED 2TRACK ALUMINUM 1356 CORNER SOD C VERTICAL CENTER LINES EXTERIOR VIEW SEVEN PANELS ON 2TRAOKFRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, F BYPASS OR 1351 CORNER,ONP,3OR4TRACK FRAME,WITH OR MTHOUT POCKETS,AREAPPROVED AS LONG AS INDIVIDUAL PANEL SIZEDOSS NOTEXCRED MAXIMUMPANEL SIZE,USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAMEAREA DOES NOT EXCEED 409 SQUARE FEET, 5 INTERIOR REINFORCED UNIT WITH SILL RISER#34 1 19 18 DESIGN PRESSURE RATING IMPACT RATING 18 t70.OPSF LAROE MISSILE IMPACT i FOR MASONRY/CONCRETE AND METAL INSTALLATION EXTERIOR FOR ADDITIONAL SIZES SEE SHEET 188 SERIES 8100 4'0 x 12'0 ALUMINUM 135°CORNER SOD REINFORCED UNIT WITH SILL RISER IR44 REINFORCED 2TR40KLAYOUTSIGNED:0410712016 DESIGN PRESSURERATINQ I IMPACTRATINO y PRODUCT RlVISkD W111DOO� ORLANDMStBRDAMDRIVB' JSGD `\`\\\\l11 I I�O// LARGE n oomplyIng with tho Florida t57.3PSF Beuudmo CDuo Ph..4wholsa ��J��,••• .� MISSILEIMPACT NOA-No. 15.0718.05 3NCOR10RATED .ymA� , vnywwlndami `•V,�`�GENs+�•'P�f.r�� FOR WOOD INSTALLATION explre0anoat�11/03/Y021. 8100 SERIES ALUMINUM 90' & 135• CORNERfT�/�l��0 63A'FORAODITIONALSIZESSEESHEETI3D ey 4'0 x 12'0 AND WO x 10'0 PANELS — L S�PANEL HEIGHT AND D.L.O. FORMULA Ez Mlnm �d duet 6ontrO 40 x 12 0 135. 2TRACK ELEYATION AND LAiPANEL HEIGHT - UNIT HEIGHT — 1 9/16" ,DlMAXIOU WDTH aHEIGHT = PANEL NOMINA4 PANEL WIDTGH — 991/2"" TJH °slo No. 08-01172 ��S/ NAOSCALE NTS DAff 01 20/11 SHEET? OF 30 ///fllllfllll\\� Aqk I i I REVISIONS 332 5/8" O.A. FRAME WIDTH REv DtscRUKION DA1e AMP ROM A PER DADE LETTER DATED MAY 06. 2010 05/12/10 R.L. 146'7/8" O.A 185 3/4" O.A. B ADDED CHARTS FOR WOOD INSTALLATION os/15/15 R.L FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 48" MAX. rNOMINAL PANEL WIDTH 135.CORNER 0 REINF. { REINF. { REINF. I REINF: y 4 142 1/16 �► 41 I ♦ �► y { y { {y POCKET WALL MAX. X { X { X „ X X { X I �X SEPARATE PANEL I { APPROVAL, TO HEIGHT { i ; I BE REVIEWED 1 hh" MAX. CQ ' --- I _ G BY AHJ, b,A. FRAME 18 { i no HEIGHTMAX. D.L.GHT 2 SEEINOTE9 SHEET 1 j 6" TO WEEP SLOT 0 0 I WEEP SLOT 1" x .1875" SERIES 8100 410 x1210 REINFORCED 4TRACKALUMINUM 135e CORNER SGD \ EXTERIOR VIEW LOCATED AT ALL SEVEN PANELS ON4TRACK FRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, F VERTICAL CENTER LINES BYPASS ORBS°CORNER,ON2.3OR4TRACKFRAME,WITH ORWITHOUTPOCKETS,AREAPPROVED AS LONGAB INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAME AREA DOES NOT EXCEED 499 SQUARE FEET. F REINFORCED UNIT WITH SILL RISER 234• I C D J i DESIGNPRESSURERAT/NO IMPACTRATING 0 19 19 INTERfOR I f70.OPSF LARGE ,. MISSILEIMPACT FOR MASONRY/CONCRETEAND METAL INSTALLATION �`C` I FOR ADDITIONAL 812ES SEESHEET 139 { REINFORCED UNIT WITH SILL RISER#34 EXTERIOR DESIGN PRESSURERATING IMPADTRATING SERIES810040x12'0 ALUMINUM 135°CORNER SGD j LARGE REINFORCED 4TRACK LAYOUT SIGNED.04/07/2016 { ±57.3PSF MISSILEIMPACr 7S00-_ PRODUCT REVISED WinD00f ORLANOO,PL3283 B FOR WOOD INSTALLATION as eomplYIn¢with the Florida FORAODITIONAL SIZES SEE SHEET 19b NOA-No code 15-0715.05 INCORPOILATM r !�/°y wwwavindootirmcom `V'V\0 Nst,0 I Expiration Rate 11/63/2021 8100 SERIES ALUMINUM 90' & 1351 CORNER SGD 0y 5 ��R 4'0 x 12'0 AND 5'0 x 10'0 PANELS LMI PANEL HEIGHT AND D.L.O. FORMULA miaml-Ga oquetcontro 4'0 x 12'0 135' 4TRACK ELEVATION AND LAYOUT'' 88TTAATTOF{j��W,,\ PANEL HEIGHT.- UNIT HEIGHT - 1 9/16" DRAWN: DWO NO. REV ,k':.ORIOp;rd\;�� MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9 1/2" TJH 08-01172 B1 / NA1. NA D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" ScAIE NTS DATE 01/20 11 $NEET8 OF 30 ��/IIIIII111\\ i ' I 4 I RMSiONS 418 13/16" O.A. FRAME WIDTH RD DESCRIP110N DATE APPROVED 183 15/16" CA 234 15/16" O.A. A PER DAdE LETTER DATED MAY 08.2010 05/12/10 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER D ADDED CHARTS FOR WOOD INSTAl1ATI0N 06/15/16 1 R.L 00" MAX, A NOMINAL 1 135' CORNER PANEL WIDTH REINF. REINF. j REINF.,-,, REINF. POCKET.WALL 1 UNDER 118 1/16 B X i x ,1 i x X F 1-— x 1 z F ~ SEPARATE 0 C I — X APPROVAL, TO MAX.PANEL 18 18 , i 2 j ' BE REVIEWED HEIGHT — 1 18 — 11 C — i 0 —BY AHJ. �I 120" MAX. MAX. D.L.O. O.A.FRAME HEIGHT i 1 1 1 1 I1 HEIGHT SEE NOTE 10 SHEET 1 WEEP SOLOT SERIES 8100 5'O x 10'0 REINFORCED 2TRACKALUMINUM 135°CORNER SGD EXTgnIOR VIEW Q WEEP SLOT 1" x .1875' SEVEN PANELS ONOTRACK FRAME SHOWN,UNLIMITED NUMBER OFPANELS IN UNLIMITED CONFIGURATIONS, TYP. LOCATED AT ALL BYPASS OR135"CORNER;ONO,3OR4TRA0KFRAME,WITHORWITHOUTPOCKETB,AREAPPROVEO VERTICAL CENTER LINES A$LONGAS INDIVIDUAL PANEL SIZE DOES NOTEXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAME AREA DOES NOT EXCEED 623 SQUARE FEEL REINFORCED UNIT WITH SILL RISER N34 F i DESIGN PRESSURE RATING IMPACT RATING C t70.OPSF LARGE MISSILE MPACT FOR MASONRYIGONCRETEANDMETALINSTALLATION. B D J YT/ FOR ADDITIONAL SIZES SEE SHEET13B INTERIOR 19 18 REINFORCED UNIT WITH SILL RISER E34 DESIGN.PRE.4SURERATiN19 TMPAOTRATINQ 18 f61,21'SF LARGE MISSILEIMPACT j FOR WOOD INSTALLATION EXTERIOR FOR ADDITIONAL SIZES SEESHEET 13D SERIES 8100 5'O X 1010 ALUMINUM 1350 CORNER SGD REINFORCED27RACKLAYOUT SIGNED:0410712016 1 PRODUCT REVISED W1 OOr 7§OOA STBItDAM3DR1Vs \�\�g T]illl/��,z no complaing with the Florida W nD K C oullding Cade rm„wrAWloo \\0\�'dpN' PAtiEL EIGHT AND D.L.O. FORMULA NOA-No. 15-0745.05 RICORrORAT— ; wx Wl I—Ao doodnaeom :V.'y\ S�,•t11 y, PANEL HEIGHT = UNIT HEIGHT — 1 9/16" Expiration onto1110312021 8100 SERIES ALUMINUM 90• & 135• CORNER SGD *•//,�11OMorl •Ak MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9 1/2" eY 4'0 x�12'D AND 5'0 x-10'0 PANELS - LMI be ArylaD,L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" Mloml- roduc ontro 5'0 x 10 0 135' 2TRACK ELEVATION AND LAYOUT i SSTtV DRAWN: NO No. RLV ��/�s��OR1OQi•6\\� TJH O8-01172 s— NTS DAZE 01 20/11 IsHEET9 OF 30 11111I111 AIJIL j I I - REVISIONS 418 13/16" O,A. FRAME WIDTH RLv DESCRIPTION GATE APPROVED 1B3 15/16" O.A '234 15/16" O,A. A PER DADE LETTER DATED MAY 06.20f0 05/12/10 R.L. FRAME WIDTH.TO CORNER FRAME WIDTH TO CORNER 8 ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 60" MAX. H r NOMINAL 20 13& CORNER I PANEL WIDTH ----- REINF. I i REINF, i I REINF. i I POCKET WALL ;I I , � I i REINF. UNDER ,((I ' I I SEPARATE 118 1/16 1 X i X 1 , — X X I — X I X ' _ X I APPROVAL. TO !� MAX. 0 I 19 I I BE REVIEWED PANEL (� I _ i i . F I _ 2 G BY AHJ. HEIGHT 120" MAX. MAX. D.L.O. 1 O.A. FRAME HEIGHT HEIGHT SEE NOTE ; 10 SHEET 1 B"TO WEEP SLOT SERIES 8100 5'0 X 10'0 REINFORCED 4TRACKALUMINUM 1351 CORNER SODVIEW . WEEP SLOT 1" x .1875" EXTERIOR TYP. LOCATED AT ALL SEVENPANELSON2TRACKFRAME3HOWN,UNLIMITED NUMBEMSEROF PANELS IN UNLIMITED CONFIGURATIONS, H VERTICAL CENTER LINES BYPASS OR135"CORNER,ON2,3OR4TRACKFRAME,WITHOR WITHOUT POCKSTS,AREAPPROVED 0 O AS LONGAS INDIVIDUAL PANEL SIZE DOES NOTEXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAMEAREA DOES NOT EXCEED 523 SOUARE FEET: REINFORCED UNIT WITH SILL RISER N34 DESIGN PRESSURE RATING IMPACT RATING i LARGE *70,OPSF j MISSILE IMPACT I FOR MASONRYICONCRETE AND METALINSTALLATION 1 D 2 FOR ADDITIONAL SIZES SEE SHEET 13B i 0 INTERIOR REINFORCED UNIT WITH SILL RISER#34 DESIGN PRECSURERATING 1MPACTfTA77NG A��Q LARGE (�} t81.2PSF MISSILEIMPACT EX FOR WOOD INSTALLATION TERIOR PANEL HEIGHT AND D.L.O. FORMULA r 1 0 FORADDIrloNAlslzEssEESHEEr13D SERIES810050x100ALUMINUMi35 CORNER SOD PANEL HEIGHT = UNIT HEIGHT — 1 9/16"• REINFORCED4TRACKLAYOUT SIQNED;04I07/2016 MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT -- 9 1/2" D.L.O. WIDTH - NOMINAL PANEL WIDTH — 9 1/2" PRODUCT REVISED ��Ji 7500AMSTERDAMDRIVE aaoomplying with thoFiorldW,1D0or ORLANDO,PL32832 \��6R'•�b.IJ/�ii Building Code rSe."Io7MNNao NOA-No. 15-0715.01VGORPQRA'I'ED Pw107ADASOS WW.And00dnuom :Vr'�\C+ENS��tP'ri� Expiration Data11103/202100 SERIES ALUMINUM 90' & 135' CORNER SOD 1F�/��,10 6 r _ M — i 0 10'0 PANELS •L I By b'0 x 0 1 AND 5 x 6 l tv Mlem ro lie, 5'0 x 10'0 135' 4TRACK ELEVATION AND LAYOUT � "' 6666T �• O• WNI OWO NO. •0B^01172 B /ss Jnle -F SHEET / /�NA 11�\\�� NTS 01 20 11 10 OF 30 I I i REVISIONS 418 13/16" O.A. FRAME WIDTH REV DESCRIPTION GATE APPROVED 183 15/16" O.A 234 15/16" O.A, A PER DADE LETTER DATED MAY 05, 2010 05/12/10 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. A NOMINAL -{ 8 L13F CORNER I PANEL WIDTH POCKET WALL •. �� 118 1/16 B X X 41— X X R — X X R UNDER — X SEPARATE MAX; 1 1 APPROVAL TO PANEL (� p G BE REVIEWED o HEIGHT 120" MAX. PO —BY AHJ. MAX. D.L.O. j HEIGHT I i� O.A. FRAME SEE NOTE HEIGHT 10 SHEET 1 "4/ " I i 6" TO WEEP SLOT SERIES 8100 5'O x 10'0 NON-REINFORCED HACK ALUMINUM 136°CORNER SGD WEEP SLOT 1" x 1875' EXTERIOR VIEW G TYP. LOCATED AT ALL SEVEN PANELS ON 2TRACKFRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, O VERTICAL CENTER LINES BYPASSORISS°CORNEA,ON2,30R4TRACKFRAME,WITHORMTHOUTPOCKETS,AREAPPROVED , AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE USES VERTICAL CONDITIONS ASSHOWNAND THE TOTAL FRAMEAREA DOES NOT EXCEED 623 SQUARE FEET. R " NON-REINFORCED UNIT WITH SILL RISER#03 DESIGNPRESSURERATING WPACTRATING RGE 150.0PSF MISSILE1MPACT Q R FOR WOOD,MASONRYICONCRETEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 13E 18 'INTERIOR 1 1 A 18 PANEL HEIGHT AND D.L.O. FORMULA EXTERIOR PANEL HEIGHT= UNIT HEIGHT- 1 9/16" SERIES 8100 610 x 10'0 ALUMINUM 1360 CORNER SGD MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9 1/2" NON•REINFORCED2TRACKLAYOUT SIGNED:,0410712016 "D.L,O. WIDTH NOMINAL PANEL WIDTH - 9 1/2" PRODUCT REVISED' i�•��7-� 7500AMSTBBDAMORIVE �� NIM1111/�Z _ ae oompiying wish the Fiarida W.Li1L.JOOX ORLANDO,FL32832 �� 6 R. 10 NOA-Nbulfdlnocotli 15-0715.05 INCORPORNTED �jAsj m www.\*doodnacom �\V,�y�G�N@ Explratlon Date 11103/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD *� 0 61 •*�^ By 4'0 x�12'0 AND 5'0 x 10'0 PANELS - LMI = �(i(�r �= i mmmf-b raduc Control 5'0 x 10 0 135' 2TRACK.ELEVATION AND LAYOUT TAT OF �p•.�R P DIuwNI MO NO. REV if�.�OR10.`•�� SCA t DATE oe 901172 a O11A 11 NTS Di/20 11 11 OF 30 i i i I I I RLYISIONS _ 418 13/16" O.A. FRAME WIDTH RLv DESCRIPRON DATE APPROVED 183 15/16" O.A 234 15/16" O.A. A PER DADE LETTER DATED MAY 00. 201D 05/12/10 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER B JADDED CHARTS FOR WOOD INSTALLATION 08/15/15 RA. F60" MAX. NOMINAL 0 13b' CORNER PANEL WIDTH' POCKET WALL' I� UNDER p SEPARATE 118 1/18 l _ X X X X R -- X X R — X l APPROVAL. TO MAX. 0 1 O 2 G BE REVIEWED PANEL BY AHJ, I HEIGHT 2 — 1 — 0 if 120" MAX. MAX. D.L.O. - O.A..FRAME HEIGHT HEIGHT SEE NOTE , d 10 SHEET 1 i I I 6" TO WEEP SLOT SERIES 8100 b 0 x 10'O NON-REINFORCED 4TRACK ALUMINUM 135°CORNEA SGD WEEP SLOT 1" x .18751, EXTERIOR VIEW TYP. LOCATED AT ALL SEVEN PANELS ON RTRACKFR41MESHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIOURATIONS, VERTICAL CENTER LINES BYPASSOR136°CORNER,ON2.aOR4TRACK FRAME,WITHORWIIHOUTPOCKES,,AREAPPROVED 0 0 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 523 SQUARE FEEL. NON-REINFORCED UNIT WITH SILL RISER A33 R DESIQN PRESSURE RATING I IMPACTRATINQ I t50.OPSF LARQE MISSILEIMPACT R FOR WOOD,MASONRY/CONCRETE AND METAL WSTALLA7/ON I O I FORADDITIONAL SIZES SEE SHEET 13E INTERIOR rR EXTERIOR SERIES 8i00 610 x 10'0 ALUMINUM 1351 CORNER SGD NON•REINFORCED4TRACKLAYOUT SIGNED.0410712016 PANEL HEIGHT AND D.L.O. FORMULA PRODUCT REVISED 7500AMSTBRDAMDRIVB \1\111I�1I PANEL HEIGHT - UNIT HEIGHT — 1 9/16" me complyyingg with the Florida ON.AND'ON,PL32R32 '\`J�� R'•, ��, MAXIMUM D.L.O.-HEIGHT = PANEL HEIGHT — 9 1/2" Building Co�lo D.LO. WIDTH NOMINAL PANEL WIDTH — 9 1/2"• NOA-No. 46-0745.05 INCORPORATED Pm421AI M05 wmv.vAndooAnc.com !Q 0\a6M,9'.6 Expiration Bata 11/03/2021 8100 SERIES ALUMINUM 90' do 135" CORNER SGD p>'n D�.B�6 *r.' 4'0 x 12'0 AND 5'0 x 10'0 PANELS — LMi .y ( �1•� Ni aml- a ro uct t.on rol 5'0 x 10'0 135' 4TRACK ELEVATION AND LAYOUTG•• TAT DRAWN: Dwo NO. REV �i�' •;��0g1QP• STJH CALE DALE 08 501172 B NTS 01 20 11 12 OF 30 • I I 1 . I I • I I HEMSIONS REV OESCRIP11014 411E APPROVED REINFORCED UNITS DESIGN PRESSURE CHARTS WITH DATED ��A PER DAOE LETTER DATED MAY 06, 2010 05/12/1O R.L. GLAZING OPTIONS A, B,.0 AND D R JADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. Maximum dad n reDaure ca acl chart PPS Maximum dust n reasure Da eol Chats PSF Sarlosd OO Alum.DOD RefnlCrced Corner SOD• MI 3r4' ear92 Series 0100 Afum.DOD Rolmarcod Garner SOD•LMI ]A1mru For unitsIngal aeln M0so tuonctele or Mats structure For units Instal ed7n Maeanr/Concrefe or Hefei structure Newt NmdnalebgbP"Alvah(in) ► hl NmdnsI6hgbPendVWN(In). 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Saar 87.0 0.0 87.6 80.0 BB.O 60A 80A17&0 40.0 105A 48.6 1a6A .7 46.0 0. 45A 82A 120.0 BOA 105.0 Saar 56A 00A 1 .0 O Saar 8Z4 13ZO 46.0 I= 45.0 05.0 45.0 a8.2 45,0 08.0 45A 7.6 ]ZO SOD 10.0 Saar 106.0 a40 aB.2 86.6 77A 7b8 i 138.0 0.0 05A 45A f05.0 46.0 0, 2,1 45.0 73.7 1]&0 80,0 10&0 80.0 105A 80.0 03.3 .0 62,1 79.T 73.7 144.0 46.0 -1 .0 46A 104.2 45.0 88.0 46A 76.0 4.0 70,0 1M.0 BOA 06A 80.0 642 .0 BBA 78.0 78.0 70A T0.0 , Maximum dad n reaaffre eapae chats PSF Maximum dad n reswre ga ac1 chart PSP i Sorl"WOO Minn.DODRNnfOroe Cornn80D•LM w 2 4' serN]J SatleaB100 um.DODR nlmcetlCOraWSOD•LM 1111V"Rxr 0 For For anfelaetalledn MmoontylGoncreloorMetal structure . E1e19111 Nan(nalS bPonelVNdIh In He4hl Nmdnai bPomIVMLhQn) Q01 24.a 30.0 8010 1 4ZO 46.0 660 80.0 (W 24.a 30.0 30.0 2.0 46.0 8/,0 Poa. Meg Poa Keg Poa Nog Poe Ne Poa N Peg Nag- PCs Nag Paz og Poo N0 P0s N Paa Nag Pas Nag Poa ap Poe N 60,0 80A 0. .0 .0 106. 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FORMUTA By 4'0 X 12'0 AND 5b X 10'0 PANELS - LMI Q PANEL HEIGHT = UNIT HEIGHT - 1 9 16" Mlamf- Produet on rat 80 UNIT DESIGN PRESSURE RATING CHARTS iy3•• ,TATE 10p D,LMAXI OU WIDTH =HEIGHT - PANEL NOMINAL PANEL.WIDTHT/99112�" ��w��F<b IO•�\;�� / TJHu Dw5 No. 08-01172 a8 via.S7OIVAI scut NTS DATE 01/20 11 SHEET 13A OF 30 1JlJI f II1111�\� I i i i I I f I_ REVISIONS - • I ' °ES°R""°" DATE MFR6YE0 REINFORCED UNITS DESIGN PRESSURE CHARTS WITH A PER DADE LETTER DATED MAY 06. 2010 05/12/10 R.L. GLAZING OPTIONS A, B, C AND D D ADDED CHARTS FOR WOOD INSTAL(AT)ON 08/15/15 JR.L. I Madmilm desi n rerBttre Cape Chad(PSF McXlmlrm dad n ressuro as aoI chart P3F Ser1oe900A1um.196D elnforcedCornerBOD-L IW/13/4"Rtsere3L B•r1osBlODAlum.1964AalnmrcndCorner SOD-LMIW3"AssrN34 For unitsladallod-In MsaDnry/Concmfe or Mdd diuclure Par unlalndelred InMssonr/Ooncr4ta or M fat structure Fbght NinitnalSkvle nelVHdlhON Fblghl NaninelftlaPanalYNdlh(in) IILO 1 3010 96.0 420 46.0 111 0 60.0 tt 0 20.0 3Q0 42.0 9.a (�) POo ev Pot Nag Poe Pen N• Pos N P as Nos Poe Neu O Pee. Nag Pas Nap Poe Nag Pos Nei- Poo • Pas a Poe Nag - 80.0 46A 105.0 A A t 6.0 4b.0 0.0 46,0 05.0 4& 05.0 0 46.0 106A 80.0 80.0 106.0 60.0 108 80.0 96.0 80.0 10&0 BOA 06.0 80.0 105.0 80.0 0&0 B4A 45.0 10SA .0 105.0 4&0 IOU 45A 0&0 5.0 05.0 10&a 46.0 05.0 "0 60.0 10.0 89A Ing OA 105.0J78.0 .D OA 105.0 BOA 1 .0 a0. BA I 96.0 46,0 OS.O 8.0 ta6.0 45.0 106.0 A .0 1010 101. 460 96.6 96.0 .0 105.0 00,0 0&0 80.0 05.0 .0 80.0 0&0 60.0 101A 80.0 96. -. ! 08.0 6.0 0&0 45A 105.0 45.0 105.0 46.0 1O&0 ad 05.6 96b. 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B Q01 Q -0 76A 14.0 0, 6,0 � 6,0 100.0 05.0 100.0 1IX12 09.3 A 80.6 .0 78.0 120.0 80.0 05.0 BOA .0 80.5 6A 00,0 67.0 BOA 87.5 76.3 80.0 70.0 120.0 00.0 0 100,0 0 tOD.O 106.0 -97.0 07,0 87b W. 6.3 T6.3 -To.0 70.0 126.0 BOA 105A 0.0 06. 60.0 03.7 60.0 91A 00A 82.4 II 00.0 0 A 100.0 6, 100A .7 01A B. e 62 132.0 BDA 09.0 80, 106�0 10.0 98.2 SOA 80.5 50.0 77.8 1320 .0 06.0 W0A 106A 082 B&2 8b 88.6 77.8 71.8 - 138.0 60A 106.0 B0.0 S.0 80.0 93.3 60.0 82.1 BOA 73.7 f38.0 10.0 10&0 100.0 105.0 1 93.3 93.3 1 02.1 62.1 73.7 A . 44.0 BOA rT44.0 00.0 t 100.0 1 104.2 1.40.0 80.9 1 70.0 1 70.0 1 Tom 1 7. i . _ I I SIGNED:0 410 712 0 18 PRODUCT REVISED 7500AM5rffi0AMDUW' \1111111I1/ IyylnQ with the Florida \\� �4 ad com Building Codi WinDoor ORLANDO,PL32832 \L\�, 41 tim-No. 4560715.05 mcoRPORATED' V-40TAILM0° vnrVavI4doodnuom `�VJ!\OEN&I9di��= Expiration Date 11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SOD *�•/�0 51 7t PANEL HEIGHT AND D.L.O. 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BD.O +YQO + t 98.8 Be.@ 64A 84.4 RA 74. +laze 0.0 105.0 60.0 04.9 60.0 BOA 60.0 70.8 83.7 - 132o O0.0 155.0 1) 5 .0 0D0 7 70A .9• � 1 f3e:0 .0 105.0 Bolo 69A 60.0 78A 0A 672 85. Bo.3 - - 138.0 100.0 105.0 69.0 88.0 78.08.0 88.8 60.8 olo44.0 80.0 1043 BOA 85.3 60.0 7-8 80,0 03.9 6. W.3 141A f000 .6 04.8 .5 .12 7 A 83.6 83A .0 SIGNED.•04/07/2016 A 7500AbISTBRDAMDRTVB �\S11111 , !!/// WiriDoor ORLANDO,FL32B32 \�: PRODUCT REVISED ,a m yam, .,�.r•,: •/f>. ae complyyldg With the Florida GO ORA•T$D v wr,�elaw •mvwxAndoorincwm •�!yY•••,('j�N� t ut Bulldlnp NOA-No. 15-0715.05 8100 SERIES ALUMINUM 90' & 135- CORNER SOD :Z*r PANEL HEIGHT AND D.L.O. FORMUIL ExpiratlonDato11103/2021 4'0 X.12'0 AND 5'O x 10'0 PANELS - LMI PANEL HEIGHT = UNIT HEIGHT - 1 9/16"' By 9'0' UNIT DESIGN PRESSURE RATING CHARTS in MAXIMUM D.L.O. HEIGHT a PANEL HEIGHT - 9 1 2" .+'A T�' OF / Mlam- roduo!con rot WTAWN: pW0 xD. RLy �'1 D.L.O. WIDTH NOMINAL PANEL WIDTH - 9 1/2° TJH 08-01172 B � sis'Q��}•a�4'S�\ srALE NTS °ATE 01 20 1 i 13C OF 30 i REMION5 III REV DESCRORION DATE APPROVED A PER DADE LETTER DATED MAY 06, 2010 1 05/12/10 R.L. REINFORCED UNITS DESIGN PRESSURE CHARTS WITH D ADDED CHARTS FOR WOOD INSTALLATION. 06/15/15 R.L. GLAZING OPTIONS.A; B, C AND D Maximum da4!n roesure ce ecl chart(PSF) Mexrmum de n resaure ca acl chart(PSF SeAea8f00 Alum,l36D Ra/nforcad Cornar BOD•LMIW19/4'R1sor032 Sed0aB100 Alum, 9 ROrnrcre4d C01ner SGD-LMI W41"Ricer N34 Forunl eafelledln Mod structure For dnl(4laaf4lled In Woodatruc(ur0 Fieghl Wafnal BIn9b Ponel ft1h(In) Pohl Nw Mal Skmia Panel Wdih(In) „ 24.0 30.0 38.0 2.0 43.0 64.0 60.0 24.0 20.0 3,0 42.0 48,0 64.0 0.0 () P C;_ Nag Pat 4 POE H PCs N POa ag Pop ep Poo Nop (h) Poa Ne Pon H Pot Nep Po a Hag Pas Nap Poe N4 Poe Nog 80,0 105.0 45.0 109.0 4 D 105A ASA r74, 45,0 1106.0 46.0 00. ASA 06.0 60,0 eo.0 05.0 80.0 OBA 80.0 70&0 e0,0 1D&0 80.0 10&0 B0.0 106.0 80.0 105.0 84.0 105.9 45.0 105.0 46.0 105.0 45.0 45.0 106.0 45.0 105, 46A 102.0 64.0 60.0 105.0 60.0 0.0 $0.0 10LO 80.0 105A 86.0 105.0 60.0 05.0 80.0 2.0 98,0 INA 45.0 105A 45.0 t06.0 40.0 A 05. 0 08.7 45. 63.8 98A BOA W5,0 BOA 105,0 Sam 10u.0 80.0 104.6 BOA 95.6 80.0 B.7 00.0 .03.6 ae.0 10.5,0 A6A 105.0 4&0 105,0 45,0 A.0 B2.B 6.0 86.2 43. 81.0 88.0 00.0 105.0 80.0 105.0 80.0 105.0 80A 102,1 60.0 92.9 8D.0 86.2 8D.0 81.0 08.0' 060 A5.0 0 460 10. 46.0 ,0 B7A 15.0 75.0 4&0 0.8 f08.0 80.0 108.0 80. f05.0 80.0 101.9 e0.0 80.3 80.0 81.9 7&6 7. 70.0 70.0114.006.0 -05.0 0.0 480 6.8 46,0 6A 78,4 A&0 70.9 46,0 05.6 1 4.0 BDA '106,0 B0.0 106.0 80.0 96.8 00,0 04.fi 7OA A 70.9 7,3 BBA 86.0 120.0 060 16.0 ,B 45. fiB.O .0 46.0 71A 48.0 86.8 46.0 0 R 120. 60.0 106.0 80,0 Ia4.B 80.0 BB.B 7B,4 79.4 71.0 71.8 06.8 e B 0 2 01.2170.0 1D6,0 48A 90,1 .0 84.9 6A 46.0 07A 175.0 80.0 06.0 80,0 BB.1 e0.0 84.0 7A.B 74.8 87 67.4 f320 106�0 .0 64.0 5. 80A 1&0 46.0 037 l92.0 BOA 105.0 80.0 .0 80.0 80.4 70.8 70.8 3.7 03.7 lam 9.0 1D5.0 ,0 88.4 46.0 78.4 46,0 4&0" 80,3 138.0 .0 106.0 60.0 80.4 70A 70A 07.2 07.2 e0.3 602 144.0 45. 04.2 45.9 .3 46.0 72. 46.0 03,8 45.0 67.9 0 BD.O 11.2 80.0 86.3 72.8 72.8 03.9 63.9 67.3 67.3 Maximum de gn preas,ure capacity chart PSF) MaxIMUM deal n NE68Dre ca ael char(PSF Sorloa8100 um.138DRalnforced corner Sou•LMI W/21/4'Raer 3 Serlex8f00Aum, 95D R41nloroe Carn4r 80p. MI w/314•Rfpr p35 For un re ustalledln Wood structure For units Installed In Woodafruclure Haiphl Widnol8ftle PoneI WI01h M Pohl IWtifnel BhBb PanelWkllh(h) 01) 24.0 2010 aa0 I 4ZO 48.0 81.0 0010 (b) 24.0 30.0 39.0 42.0 4007. 64.0 60.0 Poa Nep Poa Hag Pon N Poe N POa Ne Pat a Poa N Pas Ne Poe Na Pon N0 Poe op PoeNagPCs HO Poa Nop B0.0 0,0 105.0 80.0 06.D a.0 105.0 '80,0 106.0 80,0 05.0 60A 106.0 80.0 706.0 le C '0. 06.0 100A 10&0 100.0 .0 100A 05.0 100.0 .0 1D5.0 00.0 10,0 B4:0 0.0 105A 80.0 105.0 60,0 109.0 B0.0 108.0 80.0 06,0 60.0 10&0 80.0 102,0 81.0 100.0 08A 100,0 06.0 t00.0 06.0 100.0 0.0 t00.00A 10fi.0 100,0 102,0 90.0 00.0 05.0 60.0 O5A BD,O10. 000 1048 000966 000867 80.0 83.6 98.0 100.0 05.0 t00A 1 10D.0 !0.0 100.0 104,8 655 .7 e8.7 83.6 .6 d.0 00.0 1 .0 60.0 .0 800 10.0 800 102,/ 80.0 92,8 0. 8B8 00.0 61.0 98.0 -100.0 108,0 100.0 106. 100.0 f06.0 1 D 02.1 2.8 .2 BB.2 BLD 81.D BD,O 1 .0 A 10.0 ,0 101.8 60.0BD.380.0 fit.9 fiD.O 78.8 00.0 70.6 f0.0 00.0 106,0 OD.O 1060 1000 101A 90. 0 .8 76 70.6 06114,0 0. O 105,0 0 0 96.6 BOA 94A 50.0 BA 00.0 70.3 60.0 0&8 1160 100.0 10.5.0 100,0 05,0 B6,6 ,6 84.6 e. 76 .9 70, 566 090 f20.0 ,0 109.0 69.0 104.6 80.0 89.0 09,0 70A 00.0 71.6 60.0 05A 60.0 01.2 Me 100.0 100.0 100 .104.8 60.9 89.0 70A 70. 71A .5 05.4 1,2 B,2 26.0 60.0 6-0 60.0 08.1 eD,O 61.0 OOA 74.8 60.087A129.0 ICU 05.0 99A 69, e4.9 O.0 7. 74.6 07A.0 60.0 108.0 80.0 91A 80.0 80.1 B0.0 ]0.6 50.0 83.7 132.0 160.0 108.6 94.6 94A 60.4 BOA 70. ' 39.0 60.D 105.0 80.0 BUA e0.0 70A 60.0 80.0 80.3 138.0 100.0 106.0 BDA BOA 70.4 70A B.2 B7.2 BOA 80.3}44.0 8D.0 1 .2 OD.O 05.3 50.0 72.8 W.0 67.B 1 57.3 1 1 100.0 1 10491 05.9 1 86.3 1 72.8 1 7P.B 63.9 8&9 1 67.3 1 57.3 SIGNED:0410712016 I PRODUCT REVISED 7500AM5'rERDAMDRIVE a9 com I In with the Florida WinD00 ORLANDO,Fb3283z ��\g R• L p /i/ BulldingCoda rEmeaft4l.Nm \\\J\ , •, PANEL HEIGHT AND D.L.O. FORMULA NOMNo. 15.0715.05 INCOAPORA2tiD Nr.4w 01 Ae:m mnV.windootinc,com V •,\CE00'•9dl PANEL HEIGHT = UNIT HEIGHT - 1 9/16" MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" Expiration Date 11/03/2021 6100 SERIES ALUMINUM 90' & 135' CORNER SGD _7k• RAOPOFtI4, 1 7kp D.L.O. WIDTH NOMINAL PANEL WIDTH - 9 1/2" sy 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI =a - Mlam a 0 uc on ro 135' UNIT DESIGN PRESSURE RATING CHARTS �q0•,.,, 40• '�t,� DMWN: DWO No. REV /i' •.'c�ORIOP•�'e'\� SCALE NTS DALE 01/20 11 08 60 113D OF 30 9 �\ I Ar REVISIONS R OESCC NON-REINFORCED UNITS DESIGN PRESSURE CHARTS A - A PER DAOE LETTER CAT �uE APPROVED ED MAY OB, 2010 0.5/12/10 R.L. WITH GLAZING OPTIONS A, B, C, D, E AND F a AODEO CHARTS FOR WOOD.INSTAUATION 06/15/15 R.L. Maximum design pressure capacity chart Maximum design pressure capacity chart sarloa etOD Alum•80D Non•RHntoreadCorner SeD.Lell Wit 3/41 Riser 032 Serlosef00A1um.136D Non-Reinforced Corner 800-WWI 4A"Rimer 02 For unlbinalslladlnWa4d.Mea°Ory/Cc,n, orMalalatruclurs ForunitalnrlefledInWoodMadogConrrereor Metal structure No dna16►19 FelrolVNalh On) net la Pena (In) t"ItIl 0 $0.0 a6,aP Z0 401 64.0 1104 hl 24. 30.0 304 4ZO 10.0 a1.0 0,0 (10 POr N Poe NonPCs He Nap Pas Nag Pas Nag Pas N W Pas Nag Pas Nag Poa N Pas Nap Poa Na Poe Poa ep 80 a 45A 740 4SA 76A 4" 76A 76.0 45.0 76.0 4, 76A 45.0 76A B0.0 45,0 78.0 OA 76.0 6,9 45.0 76. 45.0 T 0 4SA 78.0 45.0 76A 81,0 45.0 6.0 WSA 0 76,0 isle 6.0 isle IB,O 76A 48.0 isle 84.0 10.0 isle A6A 75.0 46.0 A 46.0 78.0 45.0 isle ASA 70. 46A isle 00.0 45.0 7b,0 76.070.0 4-1 76.0 46,0 72.5 4B.0 88.2 a0.0 46.0 7aA Isle 75.0 45.0 76,0 46.0 isle 46.0 70.0 45.0 72.8 4 A BB.2 l02.0 8A 70.0 isle 78.0 46.0 2.1 46,0 Ba, 46.0 e2.8 1020 I0.0 78.0 46.0 .0 I6,0 isle 4.0 75.0 5.0 72.1 S.O 00.7 826 10B•0 6, A 76.0 46.0 67.0 6A 01.7• 6A 67.7 108.0 45.0 70.0 45.0 7.0 46.0 75A 6.0 73.9 46A 07.0 .0 0.7 4. 67.7 .0 46A 7b.0 0 isle BB. .45. B26 40.0 67.6 45.0 53,0 11 0 46.0 isle 46.0 i6A 4.0 isle 4 0 69.1 45A 82A 45.0 75 460 612.0 46A isle 0 73.6 B, 45.0 68.0 4 A 63,8 .0 60.0 120.0 8.0 76.0 40.0 isle 46A 79.5 4&0 e4.8 46A 6 8 45A 3.6 46A 60.0 Maxtrnum design pressure capacity ehart Mexlmum design pressure capacity chart Sorloa0100A1um.000 Non-Rolnforcad CornorSOD-LAY W/21/4"RlsaYS93 SO1ssIHODAlum.1350 Hon•ReinforcadCorner S00•LMI w/21/4"R1sar#33 Forun(telnafelledln Waod,Masonr A7onsrefoor Motu 4truchUO Forun/telnalolledln Wood,Mamnr/Conwote!( M0101 structure' j b Panel WrW UIO - midnal81n0 net w(M Height2,0 D.0 38.0 ,e 48.0 sea H9 nt 24.0 30.0 .0 4Z0 0.0 0 BD.O E12O.O Poe He -pot Meg Pos Nap Pas Nap Paa Na Poe Nag Pam Nag in Pos Ha Pos Nag_ Poa -Nag Poe Nag Pos N Pea Nap Poe Reg BOA 76.0 Sea 75.0 60.0 76 so. 75A B ,0 60.0 7. 60.0 .0 Selo 80A 7.0 00.0 i6A 6D.0 76.0 80.0 70.0 BOA T0.0 80.0 isle B0. 76.0 .0 70.0 e0D i6A 80.0 76- BOA 5.0 60.0 76 e0.0 78.0 80.0 i6A 84. 60.0 76,0 BOA .0 80.0 76.0 60.0 75. OA isle 80,0 76,0 7. 80.0 isle eDA 7aA 80,0 75.0 80,0 70.0 BOA 76,0 BOA 72.6 80.0 08.2 aQ0 OOA 7,0 80.0 7.0 ,0 isle ° 75.0 76A 80.0 72.b 80.0 882 80.0 70.0 00.0 i6A Ba0 7 00.0 6,0 A 72,1 8B.7 80,0 82.6 f02.0 0 T&0 80.0 76A 60.0 7b,0 BOA i6A 80,0 721 BOA 08.7 009 76A 80.0 70.0 eaw 75.0 60.0 73.9 BOA 87.0 e0A 81.7. 67. 117.7 00.0 fxLO 1&0 60.0 75A 60.O 70.0 80.0 73ABOA 87.0 80.0 01.7 b.7 67.7 BOA 7 00 80.0 i6A .O 76,0 60.0 89. wo 2, fiT,6 67b 63.0 63.0 ff4.0 BOA 78.0 70.0 80.0 78 B0.0 a&I 60.0 B2A 67A 67. 53.6 63A i6A 80.9 7a.0 B0. ,6 o, .B B8. 63,B 63,8 60.0 60.0 f20.0 BD.O 76. 00.0 7. 60.0 73A BOA 04.B 58.8 6. b38 63. 60.0 i Maximum design pressure aepaolty chart Maximum design pressure capacity Chart Sorl osB10DAlum.901)Non•Reintorood Corner SOD-LMI af3"Rlar 04 SerleaS100A1um,135D Non•Relntareed Corner SOD-LMI W/S'Rlsore34 For otitis/nsfelfedln Wood Meaesl/Conerafe orMalal structure For unllalnstalledln wood,Me so /Concrete or Metal structure• a Blnp twa OI(H) No nsl ng PoneIWl01h(in Iah 21.0 30.0 30.0 4Z0 48.0 "a .0 "ei➢ht 24.0 30.D 9B.0 2.O 49.0 164A 60.0 (in) Pos. N0 PCs Nag Poo Nag Pos Nag Pas Nap Pas -Nag Poo In Pos Na Pas a Poa Nop Poe Ha Poa a Poe Ha Pae • 80.0 C 76.9 75.0 75,0 70.0 .0 T 0 i6A 76,0 7.0 76,0 6. 70.0 0.0 60.0 75.0 isle 7a.0 75.0 16.0 i6A 70.0 76A i6A 0 78.0 T"a 76.0 76.0 64,0 8A 78,0 isle isle i6A 70.0 70.0 isle isle 7.0 isle 7.0 isle isle R.0 76.0 7.0 76 i6A 70.0 isle isle isle isle 740 740 78A 78A I-A I 90.0 76.0 75D 76.0 6.0 76.0 76.0 76.0 7 76.0 IT.6 8.2 BBS D8.0 i6A 70.0 76.0 isle isle isle i6A isle i6A 70.0 7 72.6 B.2 020 76.0 76.0 75.0 75.0 •76A 70.0 75.0 75A 72.t 72.1 00.7 0. 826 1020 70.0 i6A 76.0 7.0 0.0 76.0 e.0 i6A 72. 72.1 88.7 60.7 82,6 67.7 10s.0 76A 10.0 Tea 76.0 70.D 70.0 NO 73.6 6- 87.0 8.7 87.7 67.7 67.7 150.0 70.0 70.0 76A 75.0 i6A 76.0 73.9 79.8 W.0 67.0 BI.7 87.7 67.7 7,7 114.0 75.0 76. MO 70.0 .0 76.0 69. 80.1 B2. 26 67,5 6.B 630 63A 1140 7o.0 78A 75.0 75.0 76.0 8.0 69. 09.1 02b 02A 67.6 6T,6 63.8 3, 120.0 70.0 76.0 75.0 75.0 73.e T:N 84,9 84A 60A .8 63.8 63 60.0 60.0 120A 75.0 740 10.0 73.6 73,6 84,1 Oq,B fi8A 68,8 63A 63. A 50.0 SIQNE'D:04/07/20i6 PRODUCT REVISED WinDoor O OIILANDO L9283D II \`�\\y it IIL!!/ / as comp)yyin with the Florida O / Building Coca n"n4maelaaw \N;4 •''•' •9 / NOA-No. 15-0715.OS INCORPOILATL+D Pda111lpR, wm�•,tvindoorinawm V� \GENS�.'�tP/i. PANEL HEIGHT AND D.L.O. FORMULA Expiration D 1110312021 + PANEL HEIGHT - UNIT HEIGHT - 1 9 18. P L-.,E 00 SERIES ALUMINUM 90' & 135' CORNER SOD *•�0y,.�Bj�?61 / " By 4'0 x 12'0 AND 5'0 x 10'0 PANELS -� LMI 1 •` STA E O � MAXIMUM D.L.O, HEIGHT = PANEL HEIGHT - 9 1/2" ' Mlaml ro ucteontro & 135 UNIT DESIGN PRESSURE RATING CHARTS T 0 D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" ��••F( p�• � own NO. REV' // • ORI,UTJH OA1E 08-0 72 B /igS1ONA 11��\\\� . NTS 01'/20 11 13E OF 30 I SEE DETAILS L AND M RENSIONS SEE DETAIL K, SHEET 16 SEE DETAIL K, REV OESCRIP11011 DATE APPROVED SHEET 16 J/�SHEET 16 6" MAX.. ^-( l 6" MAX._ A PER DADE LETTER DATED MAY 08. 201D 05/12/10' R.L. L� ANEL .J��- ANEL ANEL ( ANEL�I B ADDED CHARTS FOR W000 INSTALLATION 08/75/15 R,l. 6" MAX. 6" MAX. 1 SEE NOTE 8 ANCHORING NOTES: SHEET 14 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 ` L 11" MAX. SECURED 1X NON-STRUCTURAL WOOD BUCK USE 1/4" ITW TAPCON WITH O.C. TYP. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO O MAX• �r SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE AND 2 3/8'.' MINIMUM O.C. TYP. SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND . z z INSTALLATION DETAILS. z E 4) FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 Eo 0 o a 144' GA. MINIMUM-STEEL STUD USE #14 GRADE 5 WOOD SCREW WITH a 0 z HM AX HT SUFFICIENT LENGTH TO ACHIEVE A 1 3/4 MINIMUM EMBEDMENT INTO rS SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. o g 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING o SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM b > 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 0=0.42 SEE NOTE B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2.700 PSI. 8 SHEET 14 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 6" MAX. D. METAL FRAMING.- 20 GA,(.038) MINIMUM THICKNESS WITH 2X WOOD BACKING, Fy=33KSI T- Fu=521(SI MINIMUM.8) THERE ARE TWO (2�INSTALLATION ANCHORS AT EACH ANCHOR LOCATION 4" MAX. 4" MAX. IN HEAD, SILL AND JAMBS, THERE IS ONLY ONE,(1) INSTALLATION ANCHOR LEL LNEL ANEL LEL AT EACH ANCHOR LOCATION 1N HOOK STRIP. SEE DETAILS L AND M SEE DETAIL K, SHEET 16 SEE DETAIL K, SHEET 16 SHEET 16 i ANCHORLAYOUT 4PANEL UNIT SHOWN,APPLICABLE TO ALL CONFIGURATIONS.SEE CHARTS SHEET 15 FOR NUMBER OF ANCHORS REQUIRED. SIGNED.0410712016 PRODUCT REVISED �,.T� 7500AMSTE.RDAMDRIVB \\111111IIII y� as complyyingg with the Florida WinDoo.t ORT.ANDO,FL 32832 ��\g R• �// Duliding Codo �z � ••••,4! // NO/►No. 16.0715.05 INCORPORATEDUi�aioi� w�mwlndoodnewm J•y\CBNS�.9��ii Expiration Date 11/0312021 8100 SERIES ALUMINUM 90' & 135• CORNER SGID*��//♦••�0y�6�1 �*C Ey 4'O x 12'0 AND 5'0 x 10'0 PANELS - LMI MI Produo control 4'0 x 12 0 ANCHORING LAYOUT AND NOTES �y0 AT OF i DRAWN: DwD xo. REV t0RVA SCALE NTS DATE 01/20 11 72 TJH08 OEET 14 OF 30 B //' IInl1l1��\\\\ i REVISIONS pEV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L B ADDED CHARTS FOR WOOD INSTALLATION 06/15/16 ILL' Number o anchor locations required at hookafrip(?anchor Orloca(/0n Holpat 20 ao a1n Panel W (/nJ (in) 42.0 48.0 "a 60.0 ' 90.D 04.0 Be.D 9 9 e e e e e 00.0 9 0 9 9 0 e 0 108.0 to to to 10 10 10 10 - !!60 11 It. 1t 11 11 11 11 l2d0 It 11 it - It 1t 11 11 120.0 12 12 12 12 12 132o 12 12 12 12 12 130.0 13 13 1 13 13 13 144.0 1 13 13 1S 13 13 i i Number olaachor locations required af ambghead alll and mullion clusior 2anchom erlocation Fbl9h1 6I191ef ift1h0n) (N) 24.0 30.0 Sao 42.0 1 40.0 1 64,0 1 60LO &MbSI Nd8 klLsfor Jembs HAS Loafer Jam60 H89 lagerra H88 luster Jembe H89 lualer Jamba•H6S Iusiar Jemd4 HAS Tudor Sao 6 1 4� a 1 4 6 � 2 a 2 B B 3 a B 4 0 a 4 0 " 84A 6 1 4 6 1 4 6 2 a 2 a B a a a 0 a 0. 4 a 06.0 8 ' 1 4 6 1 a a 2 6 2 a a 2 6 6 3 a a '3 a 00.0 0 1 4 a 1 a a 2 a 2 6 a 2 a 6 3 a a 3 a 10a.0 6 1 •6 a 1 6 a 2 6 2 a a 2 a a 2 B B 3 a I'M a 1 a a 1. 0 e 2 B 2 e a 2 a 0 2 a a 3 a12all 7 1 a 7 i0 7 2 a 2 6 T 2 9 7 2 B 7 2 0 120.0 7 . 1 a 7 1 8 7 1 9' 7 2 B 7 2 6 132,0 7 1 a .7 1 6 7 1 - e 7 2 6 7 2 a ' 130.0 7 1 0 7 1 6 7 1 0 7 2 a 7 2 8 lN.O e 1 0 a 1 0 6 1 B a 2 a 0 2 6 ` SIGNED:04/07/2016 PRODUCT REVISED i�]�r�(� t• 7500AMSrERDAMDRIVII \'pII111/1/tz naom In with the Florida W1111.J001 ORIANDC).K 32832 Building Ca a \ NOA-No. 15.07i5.05 ]NCORPO]LA'TJ317 F-407,1111 3"° vmvxWlndootlnC,mm V`��\GENS1,St�i expiration Date 1/03/2021 8100 SERIES ALUMINUM 90' dE 135' CORNER SOD N 0�OF By 4'0 x 12'0 AND 5'0 'x 10'0 PANELS — LMI rogue onerol50 x 100 ANCHORING LAYOUT AND NOTE5 A DRAW1TJHN: DWONo. REV %�A �;c<0Rtot'-d SCALE GATE DS sxeE�72 B %Js�oNAL NTS 01 20/11 15 OF 30 11111111 REVISIONS. REV DESCRIPTION DATE APPRWED A PER DADE LETTER DATED MAY 06, 201D 05/12/10 R.L. 4„ B ADDED CHARTS FOR WOOD INSTALLATION O6/16/15 R.L. ' INTERIOR r4' 2 4" 2 TRACK 3 TRACK 4 TRACKPOCKET INTERIOR 4"a" H2 INTERIOR 234" 4" 4" SEP S AR/ATION 7 1/8"4,. EXTERIOR 2' SEPARATION 2 3 B" 2„ DETAIL M CORNER HOOKSTRIP ANCHOR zrRACKUNIr LOCATION CONDITION EXTERIOR 2"~ CORNER JAMB ANCHOR LOCATIONS DETAIL K EXTERIOR DETAIL L 2TRACKUNIT 2TRACKUNIT INTERIOR 4 3/4" 4„ SEPARATION 4° 4„ SEPARATION I � � SEPARAATION 4" 2„ 2" INTERIOR 4" I' ' ''I 113 TRACK I I 4 TRAGIC 4" INTERIOR 2" 2 TRACK 4" 4" 4� 4„ a" EXTERIOR CORNER DETAILM 2 3/1 s" I I s 15/1 s" 4 3/4" 2" 3TRACKUNIT SEPARATION'-1 4 9/16" SEPARATION SEPARATION 90' HEAD SILL ANCHOR LOCATIONS CONDITION EXTERIOR EXTERIOR 2 CORNER INTERIOR a" DETAIL K DETAIL L 4" BTRACKUNIT 3TRACKUNIT 4" PANEL CONSTRUCTION: ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063-76 ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS, EACH 2" RAIL IS SECURED TO STILES WITH (3) #10 z 1 1/4" SO. DRIVE SCREW 2" - 4" AT EACH END, ITEM #63. ALL PANELS HAVE AN INTERIOR AND EXTERIOR 4" APPLIED GLAZING STOP. ~ 4" —« 4" " INTERIOR INTERIOR 4" 2„ FRAME CONSTRUCTION: EXTERIOR 135' EACH FRAME CORNEA IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH #7 TYPE A SS SCREW; ITEM #64. (2) AT EACH 7 1/8" 4' 4" 4' DETAIL M CORNER CORNER ON 2 TRACK, (2) AT 3 TRACK FRAME AND (3) AT EACH 4TRACK UNIT CORNER ON 4 TRACK FRAME.. VERTICAL EXTERIOR Nil 2' SIQN8D:04/07/20i6 . CONDITION RPRODU1yCn REVISED Dorldn 1�� 7500 AMSTERDANI DRIVE ��I1111I I1111 j// Building Coco �+�-�oof OIUANllO,PL32B32 ',Lt)�///� DETAIL NOA-No. 15-0715.09 INCORPORATED �,00tl�;Asos� wwatwlndontinc.mmt ��rJ• �GENS'•'9an��i 4TRACK UNIT 2" 90' •. �' P Lx iratlon Date 11/0312021 EXTERIOR CORNER 8100 SERIES ALUMINUM 90' & 135' CORNER SOD ;*• 0,461 ,t DETAIL L By 4'0 x. 12'0 AND 5-0 x 10'0 PANELS — LMI T( ,6cm6ra� Mlam-Da o uatconro CLUSTER AND• ANCHOR LOCATION DETAILS - �� E:OF 4TRACK UNIT �0••� RL 0RI� T HN: oxn ND. 08-01172 '��i��SS/� ��b\�� SCALE NTS DATE 01/20 11 SREETI6 OF 30 /////ol{IAI1111��\ -41 PARTS LIST Rfl7SIONS NO. PART NUMBER DESCRIPTION 'MANUFACTURER MATERIAL PARTS LIST CONTINUED RLV oESCRMION DATE APPROVED 1 FS-02068 2TRACK FRAME HEAD KEYMARK ALUMINUM 6063-16 ON SHEET 18 A PER DADE LETTER DATED MAY 08, 2010 06/12/10 R•L- 2 FS-02067 2TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T8 8 ADDED CHARTS FOR WOOD INSTALLATION 06/15/1.9 R.L. 3 S-44116 2TRACK SILL PAN KEYMARK ALUMINUM 6663-T6 4 S-44122 21MICK SILL INSERT KEYMARK ALUMINUM 6063-76 1" O.A. 5 . FS 02071 41RACK FRAME HEAD KEYMARK ALUMNUM MAX. 3/81,6083-T8 AIR SPACE 9/16" O.A. 3/16" HS 9/16" O.A.-- 6 FS-02070 4TRACK FRAME JAMB KEYMARK ALUMINUM8083-T8 .090" SGP .090" SOP 060" SGP 7 S-44118 4TRACK SILL PAN KEYMARK ALUMINUM 6063-76 1/4'. HS BY KURARAY 3/16" TEMP BY KURARAY 1/4" HIS— BY KURARAY 8 S-44124 4TRACK SILL INSERT KEYMARK ALUMINUM 6063-T6 1/4" HS 3/16" HS 1/4" HS 9 FS-02180 3TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T5 EXTERIOR INTERIOR I EXTERIOR INTERIOR] EXix RIOR I 10 FS-02181 3TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 1" GLASS 1" GLASS1" GLASS 11 S-44123 3TRACK SILL PAN KEYMARK ALUMINUM 6053-T6 44 BITE 45 BITE BITE 12 S-44117 3T SILL INSERT KEYMARK ALUMINUM 6063-T6 13 FS-01882 HEAD INSERT KEYMARK ALUMINUM 6063-T6 28 70 30 70 14 FS-01883 FRAME JAMB INSERT KEYMAR( ALUMINUM 6063-T6 46 46 15 FH-01869 TOP RAIL KEYMARK ALUMINUM 6063-TB GLAZING OPTION A GLAZINQ OPTION 0 GLAZING OPTION E 18 FHO4723 BOTTOM RAIL KEYMARK ALUMINUM 6083-T6 LARGE MISSILE IMPACT REINFORCED LARGE MISSILE IMPACT REINFORCED LARGE MISSILE IMPAOT 17 FH-01871 LOCK STILE KEYMARK ALUMINUM 6063-T6 NON-REINFORCED UNITS 6NON-REINFORCED UNITS NON-REINFORCED UNITSONLY 18 FH-05889 9V CORNER SOLE KEYMARK ALUMINUM 6063-Te 1" O.A. 1" O.A. 19 FS-05890 90' CORNER CLIP KEYMARK ALUMINUM 6063-T6 MAX. 3/8" MAX. 3/8" 20 FH-04767 FEMALE BUTT STILE EXT.OFFSET KEYMARK ALUMINUM 6053-T6 9/16" O.A. AIR SPACE AIR SPACE .075" VANCEVA 3/16" HS 3/16" HS 21 FH-04750 MALE BUTT STILE EXT.OFFSET KEYMARK ALUMINUM 6063-T8 BY SOLl1TIA .075"VANCEVA 060" SGP 22 FH-03916 BUTT STILE REINFORCEMENT KEYMARK ALUMINUM 6005-75 1/4" HS 3/16" TEMP BY SOLUTIA 3/16" TEMP BY KURARAY 1/4" HS —3/16" HS 3/16" HS 23 FS-04754 PLAIN STILE INTERLOCK KEYMARK ALUMINUM 6063-T6 24 FS-04755 PLAIN STILE INTERLOCK COVER KEYMARK. ALUMINUM 6063-T6 EXTERIOR INTERIOR EXTERIOR INTERIOR+ EXTERIOR q INTERIORI 25 FS-04751 INTERLOCK COVER KEYMARK ALUMINUM 8063-TB 1" GLASS 1" GLASS 1" GLASS 26 FS-02726 STILE JAMB INSERT KEYMARK ALUMINUM 6083-T6 44 BITE 45 BITE 45 SITE 27 FS-02726 PANEL STILE JAMB INSERT KEYMARK ALUMINUM 6063-TB 28 70 30 70 30 70 28 1`II-01817 9/16'HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063-76 46 46 46 29 FH-01678 9/16"VERTICAL GLASS STOP. KEYMARK ALUMINUM 6063-76 30 FS-01679 i"HORIZONTAL GLASS STOP KEYMMK ALUMINUM 6083-T6 GLAZING OPTION B GLAZING OPTION D GLAZING OPTION F LAROEMIS61LEIMPAOTREINFORCED LARGE MISSILE IMPACT REINFORCED LARGE MISSILE IMPAOT 31 FS-01880 1"VERTICAL GUSS STOP KEYMARK ALUMINUM 6063-16 &NON-REINFORCED UNITS @NON-REINFORCED UNITS NON-REINFORCED UNITS ONLY 32 FH-03693 1 3/4"SILL RISER KEYMARK ALUMINUM 6063-16 SIGNED:0410712016 33 FH-03652 2 1/4"SILL RISER KEYMARK ALUMINUM 6063-76 PRODUCT REVISED 7500AMSTERDAMDIOVE �\L11L11111// ascomplyIng with tho Florida WinDOO�' ORLANDO,FL 32832 \\�`� R LO/ 34 FH-03653 3°SILL RISER KLYMARK ALUMINUM 6063-T6 NOANBuildinoCatlo 15.0715.05 INCORPORATED °"u"iaelos �tiwvavindoorine,cam ��yJ\'�CEN.4'�9s/� 35 FH-03654 3 1/2"SILL RISER KEYMARK ALUMINUM 6063-T6 • v b`•, 36 LMI GLAZING SEE SHEET 17 Expiration Date 11/03/20211 8100 SERIES ALUMINUM 90' & 135' CORNER'SGD *• 0�.6P5 k 37 FS-03684 POCKET DOOR HOOK STRIP KEYMARK ALUMINUM 6063-T6 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI mlam- ro uc ontrol BILL OF MATERIALS AND GLAZING OPTIONS 'p ,TATE_ OF 'ry 36 FS-04477 POCKET DOOR HOOK STRIP MOUNT I KEYMATLK I ALUMINUM 8063-76 DRAwN: Dwo No. REv {.5;;�<ORIOP 39 FS-04476 POCKET DOOR HOOK STRIP COVER HEYMARK ALUMINUM 6063-16 S SHE DATE 08-0`1172 a 40 FH-05D45 INTERLOCK REINFORCING BAR KEYMARK ALUMINUM 6005-T5 NTS 01 20 11 17 OF 30 PARTS LIST FARTS LIST CONTINUED REOMONS 1443 , PART NUMBER DESCRIPTION MANUFACTURER MATERIAL FROM SHEET 17 REV DESCRIPTION GATE APPROVED 1 FH-02642 6000 BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6005-15 1 A PER DADE LETTER DATED MAY 05, 2DIO 05/12/10 R.L. 2 FH-05479 90'&135'CORNER STILE REINFOR. KEYMARK ALUMINUM 6063-T6 B ADDED CHARTS FOR WOOD-INSTALLATION 00/15/15 R.L. FS-04747 BUMPER JAMB INSERT KLYMARK ALUMINUM 6063-TB 54 44 TP983 9/16"GLAZING VINYL VINYL 52 45 TP1051 1'GLAZING VINYL. VINYL 46 7PS90 GLASS SPACER ALUMINUM AW-3000 13 47 #1988-9000 TANDEM ROLLER 63 48 7500 A04. SIGNATURE HANDLE SET 49 SIGNATURE DUMMY HANDLE SET 15 50 2468 DUAL POINT MORTISE LACK&KEEPE 63 17 48 29 51 TP876 INTERLOCK BUMPER RUBBER 52 NPG PANEL GUIDE NYLON 28 2 19, 53 NRAHP PANEL ADJUST. HOLE PLUG NYLON 36 54 54 W332417KDOOD FINSEAL.187 x .350 EXTERIOR INTERIOR INTERIOR 55 W231417KODOO RNSEAL.187 x.140 64 56 W332217K000D FINSEAL.187 x.220 28 50 57 W131317KOODO FINSEAL.187 x .130 63 O O 27 58 W333517KODOO FINSEAL.187 x.680 54 EXTERIOR 59 P7569AM DUST PAD 1.24V x.5"x 2,34' e,33,SI34 60 13101E �8 x 3/6"PH TYPE B 18-8 STAINLESS 16 OR 75 AND 58 3661 131002 18 x 1"PF'H THREAD CUTTING 18-8 STAINLESS 47 ILAR) 64 62 131009 #10 x 3/4"FH TEK SCREW 16-8 STAINLESS 63 43 63 131004 110 x 1 1/4"SQ,DRIVE TYPE F 410 STAINLESS 74 64 131020 #7 x 5/8 PH TYPE A 410 STAINLESS 54 ©HORIZONTAL CROSS SECTION 85 {31018 #10 x 2 1/2"TYPE F 18-8 STAINLESS 4 60 16 LOCKSTILETO2TRACKFRAMEJAMS 66 131010 d10 x 1/2'SCREW 18-8 STAINLESS 67 131011 J8 x 2"PH TEK SCREW 410 STAINLESS 69 68 131022 #8 x 3/4"PH TEK SCREW 41D STAINLESS 3 69 LCS068-N5, SILL GATE SNAP IN NYLON (AVERTICAL CROSS SECTION 70 SIKAFAST 552 GLAZING COMPOUND Sim SILANE POLYMER 18 2TRACKFRAMESYSTEMWITH3IM' 71 715449 LOCK OPERATING GEAR(CORNER) SIEGENIA BILL RISER SHOWN,ALL SILL RISERS, MAY BE USED(SEE DESIGN 72 896624 LOCK LINKAGE(CORNER) SIEGENIA PRESSURE CHARTS SHEET 13) SIGNED;0410712016 73 81H-01 KEEPERS(CORNER) SELJAN PRODUCT REVISED ��j 7500AM5I'SRDAMDRIVg \\\\I IILIIIf./�� 74 FG0015011 SEALANT SILICONE ee complying with the Florida WinDoor ORLANDO,FL32832 t\-.g 1� building Coo. Eh"n"M/A11JICa N � ' �� i NDA No. 16.0795.06 3NCO1LPO1tATED �Anmor wwa,wlndoodncwm Q1V��r �9tA 75 FS-04700 TALL BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 76 131055 #8 x 1/2'PFH TEK SCREW STAILESS STEEL Expiration Date 103/2021 8100 SERIES ALUMINUM 9D' & 135' CORNER SGD *� ,�1•�P 77 FH-05811 135'CORNER STILE KEYMARK ALUMINUM 6o63-T6 By 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI ` S �BILL OF MATERIALS AND CROSS SECTIONS rq0 OF. In am a raduo Contro ,i r 78 FS-05821 {35'CORNER CLIP KEYMARK ALUMINUM 6063 T6 DRAWN; Dwc IJD, REY oA 79 #10 x 3/4'PH TEK SCREW, wa STAINLESS TJH 08-01172 B ��Ir,�/sS/QNA�'�N\�� SCALE NTS DATE 01 20411 SNEEr 18 OF 30 //f 111111111\\\ REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATEa MARCH 21, 2011 03/24/11 R.L. 36 29 49 50 55 27 41 49 29 36 B REVISED CHARTS D6/15/15 R.L. INTERIOR 36 29 EXTERIOR 42 135' 48 INTERIOR 21 SEE NOTE 62 65 SEE REIN. 20 22 I SHEET 19 SHEET 19 3 HORIZONTAL CROSS SECTION 19 MALE BUTT STILE TO REWFORCED FEMALE BUTTBTILE 36 29 42 48 72 73 77 55 78 77 79 SEE REIN. NOTE SHEET 19 36 EXTERIOR 31 ( HORIZONTAL CROSS SECTION 19 ' REINFORCED IS5•CORNERSTILE REINFORCING BAR NOTE: ITEM 940, (INTERLOCK REINFORCING BAR) IS SECURED TO INTERLOCK WITH ITEM �62 SEE DETAILS C/22 AND F/22, ITEM �J22, (FEMALE BUTT STILE REINFORCING BAR) IS SECURED TO FEMALE BUTT STILE OFFSET WITH ITEM #65 SEE DETAIL D/19. ITEM R41, (0000 BUTT STILE REINFORCING BAR) IS SECURED TO FEMALE BUTT STILE OFFSET WITH ITEM #62 SEE DETAIL D/19. 90' 48 ITEM #42 ( CORNER STILE REINFORCING BAR) IS SECURED TO CORNER INTERIOR 42 STILE WITH ITEM #79 SEE DETAIL E/19. ALL SCREWS ARE SPACED 6' FROM,TOP AND BOTTOM OF STILES AND ONE 79 SEE REIN, AT MIDSPAN, SHEET 19 SIGNED:04/07/2016' 18 PRODUCT REVISED 7500A1viSTL+RDAMDRTtrB \\\\1�1�11•Il!//�� ascompl In with theFlorlda VY��QOf ORLANDO,P1,32832 4t'% �',.0..Fl" Bullding Cola a+a•n10fAm-so � r 1' / NOA-No. 15-0719.05 nTCORPORATED Pmt0UB1Af01 TwnvwlDdoodnamm 1 V�t%\C�N004.N 38' 31 42 48 72 73 19 18 55 Expiration Date 1110312021 8100 SERIES ALUMINUM 90' dt 135' CORNER SGD 0�-8� 4'0 x 12'0 AND 5'0 X 10'0 PANELS — LMI EXTERIOR mia ro ua on ro. CROSS SECTIONS • TA DPAWN7 OW0 NO. 72 REV �i 5.'Q[OR1C•P•�� t�HOREINOACAED CROSS SECTION ION S E NTS DATE 01 20 11 08—O T 19 OF 30 B /��%/j0NAL1� �� • RtvlsroNs REV DESCRIPTION DATE APPROVED 39 38 A PER DADE LETTER DATED MARCH 21. 2011 03/24/11 R.L. B REVISED CHARTS - 06/15/15 R.L. 76 ' 37 25 62 . 23 INTERIOR 51 5 -all L 6 54 56 52 -q__ 24 64 13 EXTERIOR JLJ 36 31 17 63 15 MHORIZONTAL CROSS SECTION 43 17 48 0 INTERLOCK TO HOOKSTRIP 63 - 58 30 54 36 50 INTERIOR 36 INTERIOR 64 30 27 63 54 EXTERIOR 58 EXTERIOR 16 OR 75 34(32, 33 AND 35 SIMILAR) 84 47 43 31 83 74 54 QHORIZONTAL CROSS SECTION 8 0 LOCK STILE T04TRACKFRAMEJAMB 69 fi0 SIGNED,0410712016 7. PRODUCT REVISED �'(��'(''� 7500AMSTERDAMDRIVB \1411I1j/1/ *TR4 VERTICALCROSSSECTION as comp)Ing with the Florida �l\/1.1,11100� OALANDO,PL32832 OKFRAMESYSTEMWITH9'SILLRISER Building�ada \ ,•• ' SHOWN,ALL SILL RISERS MAYBE USED(SEE NOA-No. 5-0715.05 INCORPORATED P°°1p7ati= DESIGN PRESSURE CHARTS SHEET 13 P.nar�tiA�+ wwwwlndoorinacom 1 Expiration Data14/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGO k� 0 6 By 4'0 x 12'0 AND 5'0 x 10'0 PANELS — LMI A F Mlom ro uct control CROSS SECTIONS OF DDAwN: Dwo No. RETI (. OR10tP`ff SCAEE DATE 06 0 1172 B 11,;;\�\�\ NTS 01/20 11 20 OF 30 RLNSIDNS REV DESCRIPlIDN DAIE APPROVED JA MAR PER.DAbE LETTER DATED CH 21. 2011 03/24/11 R.L. 36 29 49 50 55 27 49 29 36 B REVISED CHARTS 06/15/1S R.L. INTERIOR 36 EXTERIOR 29 135' INTERIOR rr a1 20 ©HORIZONTAL CROSS SECTION i MALEBUTTSTILETONON•RElNFORCEO ] 48 FEMALEBUTTSTILE' 38 38 29 48 72 73 77 55 78 77 EXTERIOR . OHORIZONTAL CROSS SECTION i NON•REINFORCEOi36°CORNERSTILE 90' - INTERIOR 48 SIGNED.04/07/2016 18 PRODUCT REVISED p7�r� a T500 AMSTRRDAMDIt1V8 asaomplytogwllhthoFTorldo V inDoor OALANDO,PL32B32 \\�g R• �� eulldlne Code \\ \ r�.r r NOA No.: 15.0713.08 I1,7CORPOUATB77 PLO„° ads D �vamwlndoorincmm �� \C EN�S'��N�� 36 31 48 72 73 19 18 55 ExPiret[on tlsto 11/03/2021 8100.SERIES ALUMINUM 90' dC 135' CORNER SGD *•�'///��O�.B�b�1 r,i4 ey 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI • H. 6 � EXTERIOR cRoss secTiONs Y� TAT OF ; mt ro uat con ro URAW 7JHN; DwD No. 08-01172 REV '��I/SS/C6R;�dO�N "P HORIZONTAL CROSS SECTION /✓j/pNA4 ��\ 1 NON-RElNFORQE" CORNt neME EdEE NTS DAIS 01 2D 11 ShEET21 OF 30 /IIIIlVV\\\ RENSIONS REV DESCRIPTION DATE MPROVED SEE REIN. A PER DAOE Lam DATED LIARCH 21. 2011 03/24/11 1 R.L. 38 29 23 69 40 25 62 NOTE SHEET 19 36 29 23 59 25 B REVISED CHARTS 05/15/t5 R.L. . j 51 INTERIOR 51 INTERIOR SEE REIN. EXTERIOR EXTERIOR NOTE 62 25 �40 S9 23 29 36 SHEET 19 25 59 23 29 36 R&HORIZONTAL CROSS SECTION iMHORIZONTAL CROSS SECTION FORQEDlNTERLOCKToREINFORCEDINTERLOCK NON•REINFORCEDINTEflLOCKTO NON-REINFORCED INTERLOCK 25 59 23 31 36 INTERIOR 56 SEE REIN. SHEET 1g 62 25 40 59. 23 31 36 , .- EXTERIOR INTERIOR 56 �~ 36 31 23 59 26 51 1 ®HORIZONTAL CROSS SECTION EXTERIOR MON•REINFORCED INTERLOCK TO 1 NON•RONFORCED INTERLOCK SIGNED:0410712016 PRODUCT REVISED W 7500AMSTHRDAMDRIVE �wI11.11 as corn In wlththeFlorida VY �or ORT.ANDO,PL32532 \\\\r�� L(S/��//. SEE REIN. Bullding 8orPD INCORPOItAIA�U Fl-.4041440O \�N;s *1E !�4.1/.- 36 31 23 59 40 25 62 NOTE NOA-No. 15-0715.05 Pm.mAnn3W �vwmindoorlrie.mm \/�4\�`+ tPn SHEET 19 Expiration Dotal 1/0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SOD ®HORIZONTAL CROSS SECTION 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI .�}1�� REINFORCED INTERLOCK TO REINFORCED INTERLOCK Mlaml- oduc contra CROSS SECTIONS i-l- STAT DRAWN: DWO NO. REY //J �:O<ORM scAIE OA1E UB soEEr72 .9 //I/SI INAj1 NTS 01/20 11 22 OF 30 !1 1" MIN. 2 3/ 1" MIN. EDGE Disi, SEPARATION R RDAMONS ON r EDGE DIST. REV DESMPTION DATE APPROVEDA PER DADE LETTER DATED MARCH 21. 20t1 03/24/11 it DOUBLE 2X BUCK/WOOD a REVISED CHARTS os/tti/1e R.L. FRAMING BY OTHERS, 2X ' BUCK TO BE PROPERLY 1 3%4" MIN. 1 3/4" MIN. 1/4" MAX. SECURED EMBEDMENT EMBEDMENT SHIM (SEE NOTE 2 SHT. 1) I DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X 1/4" MAX. BUCK TO BE PROPERLY BACKER ROD AND SHIM SECURED 'APPROVED SEALANT '(SEE NOTE 2 SHT. 1) L #14 WOOD SCREW INTERIOR 1" MIN. #14 WOOD SCREW #14 WOOD SCREW EDGE DIST. Dp� 2 3/4" EXTERIOR n SEPARATION SOY O O V 1" MIN. EXTERIOR INTERIOR EDGE.DIST, FASTENER HEADS T— TO 8E COVERED BACKER ROD AND S�NTPROVED IL11 ILJI APPROVED SEALANT14 WOOD SCREW FASTENER HEADS TO BE COVERED. HORIZONTAL CROSS SECTION WITH APPROVED 2XBUCK4VOOD FRAMWO INSTALLATION SEALANT 2TRACKFR4ME SHOWN,9 TRACK AND4 TRACKSIMILAR #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SILL TO BE SET SEALANT NOTE: IN BED OF APPROVED 2X BUCK/WOOD FRAME SUBSTRATE INSTALLATION FOR 2 SEALANT APPROVED �14 WOOD SCREW TRACK SHOWN. ANCHORAGE SIMILAR FOR 3 TRACK AND NON—SHRINK GROUT TRACK SYSTEMS..SEE SHEET 16 FOR O.C. ANCHOR, SEPARATION. DOUBLE 2X BUCK/WOOD �C 2 TRACK WITH 3 1/2" SILL RISER SHOWN 3 TRACK & 4 FRAMING BY OTHERS, 2X I TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE BUCK TO BE PROPERLY 1 3/4" MIN. USED. SEE D.P. TABLES SHEETS 13A AND 138. SIGNED.,0410712016 SECURED EMBEDMENT PRODUCTREVISID Y� 7500Ahf5CH11DAhLDRINLt \\\1111;�1!//��/ (SEE NOTE 2 SHT. 1) aseomp%[,nTwiththoFlorldn WinDoor ORLANDO,1+L32B92 \��%�� •••d4f// Building o o Po•.a4l7AlIit00 \\ , •' •, NOA-No. 15.0718.OS INCOItPO1tAT8D P..MAMMS �wciwlndoodnecom V••�\C�1Vs��•� 1" MIN. 2 3/18" 1" MIN. enplmtlonDntol1103/2021 8100 SERIES ALUMINUM 90' & 135, CORNER SOD .'k� 0 B •*C EDGE DIST. SEPARATION EDGE DIST. y8� gy 4'0 X 12'0 AND 5'0 x 10'0 PANELS ^ LMI (ie(r VERTICAL CROSS SECTION Mtnmt- uD on ro INSTALLATION DETAILS �� AT OE 2X BUCKANOOD FRAMING INSTALLATION %0 •i y� 2 TRACK FRAM SHOWN, HOWAND 4 TRACK ,3 RACK TJHN; D140 N0. 08^01172 RB [QR10 6 1 s ... SCALE NTS oraE 01 20 11 sxLET23 OF 30 /�i��i tNA�IE�p� 2 1/2" MIN. 7 1/8" SEPARATION 2 1/2" MIN, ReASIONS EDGE DIST, EDGE DIST, NEV DESORIPRON DATE APPROVED MASONRY/CONCRETE A PER DADE LETTER DATED MARCH 21, 2011 03/24/11 R.L. A B REVISED CHARTS 06/16/15 R.L. BY OTHERS n 4• 1 1/4" MIN. a EMBEDMENT 1 1/4" MIN. 1/4" MAX. OPTIONAL IX BUCK -� EMBEDMENT SHIM TO BE FASTENERCOVERED BY OTHERS, !1 �� WITH APPROVED `IX BUCK TO BE SEALANT PROPERLY SECURED 1/4°MAX. (SEE NOTES 2 & 3 SHIM 2 1/2" MIN. 1/4'.' TAPCON SIT. 10) EDGE DIST. SEE NOTE 3 SHEET 14 BACKER ROD AND OPTIONAL 1X BUCK APPROVED SEALANT BY OTHERS, 1X BUCK TO BE 1/4" TAIRCON SEE NOTE 3 Seel NOTE P 30N (SEE NOTES SECUREDERLY & 3 SHT. 1) SHEET 14 SHEET 14 1p� ' a NOTE, MASONRY CONCRETE SUBSTRATE Tff INSTALLATION FOR 4 TRACK SHOWN. ANCHORAGE SIMILAR FOR 7 1/8" INTERIOR 2 TRACK AND 3 TRACK SYSTEMS, SEPARATION SEE SHEET 18 FOR O,C, ANCHOR 4• ' ' EXTERIOR INTERIOR SEPARATION. 4 TRACK WITH 3" SILL RISER SHOWN 2 TRACK & 3 TRACK a: ARE SIMILAR. ALL APPLICABLE EXTERIOR SILL RISERS MAYBE USED, SEE D.P. TABLES SHEETS 13A AND 139. FASTENER HEADS FASTENER HEADS TO BE COVERED TO BE COVERED WITH APPROVED WITH APPROVED 2 1/2" MIN, 14. SEALANT SEALANT EDGE DIST. 1/4" 3 • SEE NOTE 3 1/4" TAPCON SHEET 14' SEE NOTE 3 SHEET 14 1/4" TAPCON FASTENER HEADS / 'MASONRY/CONCRETE TO BE COVERED SEE NOTE 3 BY OTHERS WITH APPROVED SILL TO BE SET SHEET 14 SEALANT IN BED OF APPROVED BACKER ROD AND SEALANT OR 1 1/4".MIN, APPROVED SEALANT HORIZONTAL CROSS SECTION S NON^ShiSEA GROUT EMBEDMENT BY OTHERS 4 TRACK FRAME SHOWN,2 T17ACK v AND TRACK slM$INED:04/07/2016 v p C V PRODUCT REVISED ��] 7500AMSTBRDAMDRIVS \k\►1111117/// Q. MASONRY/CONCRETE OTHERS ancomn�p%longwltnthollorlda �/y111�00� ORLANDO,FL32832 orb R•,'�b�7�/�� NOA-No.6 d 15-0715.05 INCORPORATED L,1�rGZ� wmzvindoodnamua t VS'•�\OfNB'.Owl 2 1/2" MIN, 8 15/18" SEPARATION 2 1/2" MIN. ¢xpiratlonOno-1 1103/2021 8100 SERIES ALUMINUM 90' CORNER SGD �It: : 0 ;OP EDGE DIST. EDGE DIST. 4-0 x .12-0 AND WO x 10'0 PANELS — LMI VERTICAL CROSS SECTION nm a ro uct contra INSTALLATION DETAILS TA f j00`sPAWN, 0 REvMASONRY/CONCAETEINSTALLATION 4 TRACK FRAME SHOWN,2 TRACK TJH 08-011 B \N ANDOTRACKSIMILAR DsENTS a01 20 11 sxEE124 OF 30 � 1" MIN. 2 3/ MIN. EDGE DIST. SEPARATION xmswxS 1"ON �EDGE DIST. REV DESCRIPTION DATE APPROVED A PER DADE LEVER DATED MARCH 21. 2011 03/24/11 R.L. DOUBLE 2X BACKED B REVISED CHARTS, 06/1S/15 R.L. 200A.STEEL FRAMING T 3/4" MIN. BY OTHERS EMBEDMENT 1 3/4" MIN. (SEE NOTE 2 SHT. 1) EMBEDMENT 1/4" MAX. DOUBLE.2X BACKED SHIM 20GAS7EEL FRAMING 1/4" MAX. BY OTHERS �J14 WOOD SCREW BACKER ROD AND I I SHIM (SEE NOTE 2 SHT. 1) �_ INTERIOR APPROVED SEALANT 1" MIN. Q EDGE DIST. #14 WOOD SCREW #14 WOOD SCREW 2 3/e" EXTERIOR SEPARATION D 0 ff 1" MIN, EDGE DIST. FASTENER HEADS EXTERIOR INTERIOR T— TO BE COVERED BACKER ROD ANp WITH APPROVED n APPROVED SEALANT SEALANT lu, #14 WOOD SCREW HORIZONTAL CROSS SECTION FASTENER HEADS TO BE COVERED 2X9ACKED STEEL FRAMING INSTALLATION WITH APPROVED 2TRACKFRAMESHOWN,3RACK SEALANT AND 4 TRACK SIMILAR 14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT NOTE: SILL TO BE SET WOOD BACKED 200A. STEEL STUD SUBSTRATE INSTALLATION IN BED OF APPROVED #14 WOOD SCREW FOR 2 TRACK SHOWN, ANCHORAGE SIMILAR FOR 3 TRACK AND SEALANT OR 4 TRACK SYSTEMS. SEE SHEET 15 FOR O.C. ANCHOR NON—SHRINK GROUT SEPARATION. 2 TRACK WITH 3 1/2" SILL RISER SHOWN 3 TRACK & 4 DOUBLE 2X BACKED. TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE 20GA.STEEL FRAMING USED. SEE D.P. TABLES SHEETS 13A AND. 138. SIGNED:04/07/20T6 BY OTHERS 1 3/4" MIN. (SEE NOTE 2 SHT. 1) EMBEDMENT PRODUCT REVISED 7500AMSTERDAM;D]L1VL e�compt Ing with tho Florida WinDoo� OItI.ANDO FL 32832 Bulldln0 LTO�a ' �� ••• �•/ Non-No. 15.0715.05 INCORPORATED p�Onjorlm�o wwvwiadoodnawm 1,V ••\CGE�1�Q•gir�r I" MIN. 2 3/16" 1" MIN. IlExpIrationDate11103/2021 8100 SERIES ALUMINUM 90' & 135• CORNER SODH 8 •• EDGE DIST. SEPARATION EDGE DIST. By 4'0 x 12'0 AND 5'0 X 10'0 PANELS — LMI - BDamt- roduct Control INSTALLATION DETAILS yW� VERTICAL CROSS SECTION 2XBACKED STEEL FRAMING 2TRACKFRAMESHOWN,8TRA INSTALLATION TJH Dxro NO 08-01172 R9 AND471RACKSIMILAR scAlE NTS C" 01 20 19 SHOT25 Of 30 III�I1�►1��\�` FINSIONS REV DES"11011 DALE APPROVED --�1 3/4" MIN.1/4" MAX, EMBEDMENT A PER DADE LETTER DATED MARCH 21. 2011 03/24/11 R.L I SHIM 1 r 1 B REVISED CHARTS 08/19/19 R.L. #14 WOOD SCREW I Jt" MIN. EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 1 3/4" MIN. 1/4" MAX EMBEDMENT INTERIOR Imm SHIM R14 WOOD SCREW 1" MIN. EDGE DIST. DOUBLE 2X BACKED EXTERIOR 20GA.STEEL FRAMING HOOK STRIP CROSS SECTION BY SHT. 1) (SEE NOTE 2 SHT. 1) 2X BUCIGWOOD FRAMING INSTALLATION ' t 1/4" MIN. INTERIOR EMBEDMENT 1/4„ MAX*^� SHIM 2 .1/2" MIN. EXTERIOR 1/4" TAPCON EDGE DIS'E SEE NOTE 2 HOOKSTRIP CROSS SECTION SHEETS 14 AND 15 2X BACKED STEEL FRAMING INSTALLATION 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED p (SEE NOTES 2 & 3 SHT. 1) MASONRY/CONCRETE INTERIOR BY OTHERS SIGNED:0410712 0 1 6 PRODUCT REVISED N, �y��(� 7500AMSTERDAMDRNR n�oomplyyingg with 1ho Florida W IllDm: ORLANDO,FL3283z Building cotlo \\\ ENCA-No. 16-0715.05 INCORPORATED �m, ndoodnamm V�ya.''<,G�NS'�.��r Brplratlonllato11103/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4"1 EXTERIOR y �� 4'0 x 12'0AND 5'0 x 10'0 PANELS• - LMI �,.,m b` control INSTALLATION DETAILS r�3rAT OF 1�iHOOKSTRIP CROSS SECTION . 1' MASONRY/CONCRETEINSTALLITION DRAM owc No. Rev �J ►; 0RVA : . TJH DATE 08--01172 Ba6 ` ISME NTS 01/20 11 26 OF 30 ', AMMONS REV DESCROMON GATE MPROVED TOP / 10 27/32" A PER DADS LETTER DATED MARCH 21, 20t1 03/24/11 R.L. `` OVER OF PANELS R 10'0 HIGH KEEPER LOCATION 12 1 e IREMSED CHARTS 06/15/15 R.L. UP TO 12'0 HIGH. KEEPER LOCATION 11 13 61/64" FOR KEEPER LOCATION 10 ALL PANELS UP TO 10'0 HIGH TOP OF PANELS KEEPER LOCATION 9. ' UP TO 10'0 HIGH KEEPER LOCATION 8 KEEPER LOCATION 7 122 3/16" Keeper locations 90°and 136°corner anels KEEPER LOCATION 6 113 9/64" Hel ht In Kee NLocetlone 80 2,3 4,6 en 0 84 ,2 3,4,6 en 0 KEEPER LOCATION 5 80 1,2.3.4.5,8 and 9 95 5/64" 0 .9.9;4,6,a and0 102 1,2,3,4,5 6 and 0 KEEPER LOCATION 4 86 3/64" 108 1,2,3,4,5,8,7 and 0 114 11.2,3,4,6,8,7,8 and 0 68 5/32" 120 2,3,4, ,8,7,8 and•0 KEEPER LOCATION 3 28 ,2,3,q,6,8,7,8,9 an 2 59 1/8" 132 1,2,3,q 6,8 7,8,0, 0 and 12 98 ,2,3,4,8,8,7,8,8,10 11 and 12 50 3/32" CENTERLINE OF 144' 1 2 3 ,6,B,7, ,9, 1 and 2 SECONDARY KEEPER LOCATION 2 31 1/64' OPERATOR CENTERLINE 41 1/16" HANDLE OF MAIN SEE NOTE 2 KEEPER LOCATION 1 20 63 84' OPERATOR SHEET 27 / f / HANDLE SEE NOTE 2 11 61/64" SHEET 27 ° PANEL LOCKING HARDWARE LOCATIONS SIGNED:0410712016 AT80°ANDi35°CORNERS PRODUCT REVISEDREVISED 7500AMSTBHDAMDRTVB ��\U�lll:�fl•//�� ®�t a ne'Cund.witn«.Florida WinD oor O nr ArinooT+T.sz99z �QXV•�ph d 9,;. NOA No. 15-0710.05 INCOR7?ORATBD y�a�nnawi 1B_ `V�• �' �� NExpiration Dab 11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGLOCKING HARDWARE NOTES: gy 4'0 x 12'0 AND WO x 10'0 PANELS LMI1) LAYOUT IS FOR ALL PANELS UP TO 12'0 HIGH. Mlamt� m ue ontrot OCKING HARDWARE•LOCATIONS2) SECONDARY OPERATOR HANDLEIN OPERATOR HANDLE R PERATES KEEPERTES KEEPER IOLOCATIONS 7 -12. T,H owo No. 08-01172 smE NTS w,TE Ot 20 11 --27 OF 30 1 1/4"-f----+ 7 15/32" REVISIONS REV DESCRIPTION OATS APPROVED 1 1/4" A PER DADE LETTER DATED MARCH 21, 2011 03/24/11 R.L. 8 REVISED CHARTS 06/15/15 R.L. L 1 1/2" 11/16" T- 9.345" 1 I 3 TRACK SILL PAN ALUMINUM6083-76.085'THICK 6 45/64" 1 3/4" 9,175" 6 51/84" 13/16" 16t/64" Qs 4 TRACK FRAME HEAD 12 3 TRACK SILL INSERT ALUMINUM B083•TB.076•THICK ALUMINUM BOB3•T8.076"THICK 5 3/32" 3/4" 3/4"�4---T t o 3 TRACK FRAME JAMB ALUMINUM B063•T6.076"THICK 11/16' 1 1/2' 1 11/18" 1/2" 4 TRACK FRAME JAMB ALUMINUM 6063-T 6.075"THICK Q 2 TRACK SILL PAN 1 1/4' ALUMINUMB003•T6.075'THICK 0 4 TRACK SILL PAN ALUMINUM BOB346.085'THICK 4 21/64" �4 19/32" 13/16" 61/64^ 9 5/64" O4 2 TRACK SILL INSERT L t3/T 61/64" ALUMINUM 6003•T8.0761THICK 0 4 TRACK SILL INSERT O1 2 TRACK FRAME HEAD ALUMINUM 6083•T6.075'THICK ALUMINUM 6063-T6.076"THICK 6 31/32" SIGNED.,04/07/2016 O2 2 TRACK FRAMEJAMB ' ALUMINUM8083.76,076°THICK PRODUCT ItEV18lD 7500AMS1SFLDAMDRIVB 7— eaaomplyyinggwlth the Florlde �lyi D0of ORLANDO,PL32832' Dullding Codo / �»----� NOA-No. 15-0715.05 INCORPORATED pm �y/'w0 wwv.wlndootlnewm ��\'�•• 'M �� I I 1 39 64" �" \��hS •qt�i —� explratlon Date 1110312021 8100 SERIES ALUMINUM 90' & 135' CORNER SOD S%i* 0 -1 v 4'0 x 12'0 AND 5'0 x 10'0 PANELS — LMI , , 25INTERLOCK Mlam ua Central COMPONENTS �•' ` COVER oRAww dN0 N0. REV ��'�•►.�•4bg10P•X, ALUMINUM6063-T6.081'THlCK O ALUMINUM KB089TB,076'THIDK S NTS °ATE Ot 20 11 08 s028 OF 30 B ,�/�ssl�NA�` a�� AF REVISfON4 ' REV DESCRIPTIOH DATE APPROVED 13/16" 1 A PER DADE LETTER DATED MARCH 21, 2011 03/24/11 R.L . �3 1/2" B REVISED CHARTS 06/15/15 1 R.L 3 9/32" 1.74" t 5/8" 2 13/16" 9/32"-1 1/4" 1 32 13/4"SILL RISER s— —�- _i__r-----�-1 17/s4". ALUMINUM 8083-T8.080'HICK 23 INTERLOCK ,^ 1/8n= 45/64" ALUMINUM 6083-TO.00'THICK 30!!HORIZONTAL -{— �- 13/16" GLASS STOP NUM6068•T6,20'TOOK PANEL STILE 27 • as POCKET DOOR HOOK ALUM 0 OJAMB INSERT STRIP MOUNT ALUMINUM 6063-T6.076'THICK ALUMINUM BOBS-T8.076'THICK 1 5/B' 2.24" 1„ ` 1 21/32". 7/16" 33 21/4"SILL A/SER - �]- ALUMINUM6063•T8.060'THICK 9/16"HORIZONTAL T- 1/6" / zs 31 !"VERTICAL 27/32" 2 2332 GLASS STOP ALUMINUM068-TB.070'MICK GLASS STOP 3 8 ALUMINUM 6063-T6.20'THICK 31/32" I+--�-.13/1fi" 13 HEAD INSERT • ALUMINUM 6083•T6.080'HICK 39 POCKET DOOR HODK STRIP COVER ALUMINUMB063-TB,070"TH10K 2.99" -�1 21/32" ��{ 2 23/64' 3/8" 7/16" 45/64" 17/6�] BUMPER SACER ALUMINUMB063-T8.060'THICK 2© 9GLASS STOPL JAMB INSERT ALUMINUM AW300.015'THICK 4 1/2„ ALUMINUM 6083•T6,070'THICK ALUMINUM 6063-Td.060'THICK L �13/16" • .831" POCKET DOOR SIGNED.0410712016 �HOOKSTRIP PRODUCT REVISED 711AMSTI3RDAMDRIVB ALUMINUMB083T6.080'THlCK 3.49" ascomplying with the FloAda WinDoor ORLANDO,FL32632 �\�",� Building Code rnoa,aral.aw NOA-No. 15.0716.05 1NCORYORATBD Pmi07AOIAW. . wmmAndoodnccom `�V�-'OPA10,41�'x� Hxplratlon Dato 11103/2024 8100 SERIES ALUMINUM 90' & 135' CORNER SOD A�*' 35 " fly 4'0 x 12'0 AND WO x 10'0 PANELS — LMIo, y,(j�r . Mlam-D ro aet Canerol COMPONENTS ~. + �a7r ALUMINUM 08318.060'HICK TJ SILL MSER HNI 0wo ND. 08-01172 RB ISME NTS' JDATE 01 20 11 1 SHEET30 OF 36