Loading...
HomeMy WebLinkAboutNOAOCT 2 5 2018 SCANNED Contractor Copy BY MIAMIDADE St. Lucie County NDAMI-DADECOUNTY E PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26-Street, Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) \yWN.mlamidade.eoy/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. 90' &135a corner & w/wo APPROv?=V-0-CU ENT: 6awmg o. 08—oTT7F,-Rev—TFtitled "8100 Series Alum 900 & 1350 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 ACT RATING: rs N s ra be cotrsr ered after a renewal a een filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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. Plaseneia, P. E. MIAMI�DAVr COUNTY D NOA No. 15-0715.05 ` Expiration Date: November 3, 2021 �I2c1t� Approval Date: May 05, 2016 Page 1 WinDoor, Incornorated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted mtderNOANo. 114208.01) 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 06/15115, 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. 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 51h Edition (2014), prepared, signed, and sealed by Luis R. Lomas, P.E., dated 07106/15, 03/09/16 and last revised on 04/26/16. 2. Glazing complies with ASTM E1300-04/09 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. ] 5-0715.05 Expiration Date: November 03, 2021 Approval Date: May 05, 2016 E-1 Winboor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51' 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 J. Ferrera, P.E. G. OTHERS 1. Notice of Acceptance No. 12-0130.12, issued to WinDoor, Inc., for their Series 118100"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-2 334 7/8" O.A. FRAME WIDTH 146 15/16" O.A HIS 15/16" OA. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 48' MAX. A F NOMINAL 18 90' CORNER I PANEL WIDTH 1AX REINF. OA FRAME HEIGHT y % 142 AX. _ PANEL S HEIGHT 18 MAX. D.L.C. HEIGHT SEE NOTE 9 SHEET 1 6' To WEEP SLOT WEEP SLOT 1' x .1875' TYP. LOCATED'AT ALL VERTICAL CENTER LINES EXTERIOR X I X I11 X lil X III X AHJ. SERIES 81004'0x 12'0 REINFORCED 2TRACKALUMINUM 90°CORNER SGD EXTERIORVIEW SEVEN PANELSON277ACKFRAME SHOVA UNLIMITED NUMBER OFPANELS IN UNLIMITED CONROURATIONS BVPASSOR 9D"CORNER, CN2,3OR4TAACKFR4ME MTHOR WRHDUTPOCKETS. AREAPPROVED ASLONGASWDIVIOVAL PANELSIZEDOESNOTEXCEEDMAXIMUMPANEL SIZF USESVERTICALCONOIDONS ASSHOWNAND THETOTAL FRAMEAREA DOESNOTEXCEED502 SQUARE FEET: U�1 o�,u Numwrtusrn wrccwme t—'—'— DESIGNPRESSURERATIND IMPACTRARNO t70.OPSF LARGE MISSILE IMPACT FOR MASONRIOCONCRETEAND METAL. IARSIALLANVN FOR ADDNIONAL SIZES SEE SHEE T 13A REINFORCED UNIT MTH SdL RISERW4 DESIGNPRESSURERATING IMPACTRATING 157.3PSF CBE MIBBEIGE FOR WOOD INSTALLATION FORAOOMONAL SIZES SEESHEET ISO pLV OCYRPIWX OAtt MP 0 A PER DOE LETTER OAIFD MARCH 21. 2011 03/24/11 R.L. O[ADDED CHARTS FOR WOOD INWALWKN 1 06/15/19 1 ILI ' NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE, 51h. EDITION INCLUDING THE HVHZ. 2. WOOD FRAMING/ 1X OR 2X BUCK 200A. 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 RESPONSIBM 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 CALCUTATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6 .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 R OFC� FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.. 6. MAXIMUM 4'0 x 12'0 PANEL SIZE: 51 3/4x 142 1/iB' MAXIMUM 5'0 x 10'0 PANEL SIZE: 63 3/4' x 118 1/16' 9. MAXBOTTIMUM DLLOL OM RAIL) OR 1129 3/32' (TALL BOTTOM RAIL). 132 5/e' (STD. 10. MAXIMUM D.L.O. 51ZE 5-0 x 10.0 PANEL 52 1/4' x 109 3/16' (STD. ROTOU RAT) OR: 105 3/32'_(TALL BOTTOM RA). TABLE OF CONTENTS DESCRIPTION I — 12 ELEVATION, IAYOUL NOTES AND DESIGN rN 13 DESIGN PRESSURE RATING CHARTS 14 — 15 ANCHORING LAYOUT AND NOTES 16 CLUSTER AND ANCHOR LOCATION DETAILS 17 — 18 BILL OF MATERALS. GLAZING OPTIONS AND 19 — 22 CROSS SECTIONS 23 — 26 IN [ON DETAILS 27 LOCKING HARDWARE LAYOUT 28 —.30 COMPONEWS __ SECTIONS PANEL HEIGHT AND DLO FORMOIA Bxmmma todo 3NCORPORAI'BD 'r.,"e'�e(jmy wvnxXrMmfincmm No"..1SOT76.05 PANEL HEIGHT - UNIT HEIGHT — 1 9/16" exPlrneln ped'1/0S/2o27 8100 SERIES ALUMINUM 90' & 135' CORNER SOD MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT — 911 WO x 12'0 AND 5'0 x 10'0 PANELS — LMI D.L.O, WIDTH — NOMINAL PANEL WIDTH — 9 2" BY e 4'0 X 12'0 90' 2TRACK ELEVATION AND LAYOUT mLm o m u m mUWN: OR9 NO. RE inn r.Iu 08-01172 E SIGNED: 04/07/2016 J► 334 7/8° OA. FRAME WIDTH 146 15/16' O.A 186 15/16" O.A. 48" MAX. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER { NOMINAL I' PANEL 90CORNER 144" MAX. REINF. REINF. i I POC' O.A. FRAME y I ♦ « y ♦ y N I HEIGHT X X ; X X X i X PL . SE 142 1/16 1 I I APPI MAX. 0 _ ' BE PANEL i P i I G _D HEIGHT 2 -- 19 _ (TIN MAX. D.L.O.HEIGHT _ i SEE NOTE 9 SHEET 1 N 6SLOT WEEP TO ' S SERIES81004'Ox 12'0 REINFORCED 4TRACKALUMINUM90°CORNER SGD EXTERIOR VIEW WEEP SLOT 1° x .1875" SEVEN PANELS ON4TRACKFRAMEBUD WN UNLIMITED NUMBER OF PANELS IN UNUMITED CONFIGURAIf TYP. LOCATED AT ALL BYPASS OR 80'CORNER, ON$SOR 4TRACKFRAME, WITH OR W1T1f0UTPOCKETS, ARE APPROVED VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SIM DOES NOTEXCEED MVIMUM PANEL SIZE, USES VERTICAL CONDIR AS SHOWNAND THE TOTAL FRAME AREA DOES NOT -EXCEED 502 SQUARE FEET. I REINFORCED UNITWITH SILL RISER#24 DESKINPRESSURERATING IMPAOTRARNG G 170.OPSIF LARGE MISSILE/M'ACT FORMASONRY/CONCRETEANOMETAL INSTALLATION .FOR ADDITIONAL 22ESSEESHEET 134 DEETINPRESSURERATING IMPACTRATINO f57,3PSF LARGE MISSILElMPACT FOR KWD INSTALLATION FORADD/RONAL SIZESSEESHEET IBC .. EXTERIOR SERIES 81004'O x 12'DALUMINUM 90° CORNER SGD REINFORCED 4TRACKLAYOUT Rt 60M OEMRMW DATE APPROVED PER DADE LETTER MTED MAY CO. 2010 05/12/10 R.L. WOO) CHARTS FOR WOOD INSTALLATION 06/15/15 ILL 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" 730UAMS1MAMIDUVR WinDOOf ORLANM,PL32832 INCORPORATED n.�1ns'wo mRmARlanf wwr.Mndooansmm BIOD SERIES ALUMINUM 90' & 135' CORNER SOD 4'0 x 12'0 AND 5'0 x IO'O PANELS — LMI 4'0 x 12'0 90' ATTACK ELEVATION AND LAYOUT DMWR: Nvc xa Of TJH 1 08-01172 1 E 183 7/8" O.A FRAME WIDTH TO CORNER REINF. i x I x MAX D.LO. HE GHT SEE NOTE I 10 SHEET 1 6' TO SERIES WEEP SLOT WEEP SLOT 1" x A875' SEVENPANELS TYP. LOCATED AT ALL BYPASS VERTICAL CENTER LINES ASWNOASIN 1t= EXTERIOR SERIES 8100 5Y1 x 10'0 ALUMINUM 90° CORNER SGD REINFORCE02TAACKLAYOUT RlN90N9 - 418 13/16" O.A. FRAME WIDTH an xcscamnox WE ArrRartn 234 7/8" O.A. A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L FRAME WIDTH TO CORNER -- e_ ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. N�NAB 90' CORNER � n ' POCKET WALL :FINE. REINF. REINF. REINF. UNDER y SEPARATE T « y y ♦ I y APPROVAL. TO X X 2--- X X 2 — X BE REVIEWED C I i G BY AHJ. G 19 I i ° i 005'0 x 10'0 REINFORCED 2TRACKALUMINUM 90. CORNER SGD EKI ERIOR vaw 2TR40K FRAME SHOWN, UNUMITEDNUMOER OF PANELS IN UNLIMITED CONFIGURATIONS )-CORNER, ON2. 5 OR 4719ACKFRAME, WITH OR VATHOUTPOCKETS ARE APPROVED DUAL PANEL SEE DOES NOTEXCEED MAXIMUM PANEL SEE. USES VERTICAL. CONDITIONS IHOWNAND THE TOTALFRAMEAREA DOESNOTEXCEEDE23SOUARE REINFORCED UNRWRH SILL RISER &Td �1ZO>G� OESIGNPRESSURERATlND IMPACTRATING S A/ X \\ t80.OPSF LARGE MISSILEfMPACT pPANFI HFIDNT AND 0 LO FORMULA Ofl MASONAY(CONCFEIEANO ME7AClNSTALLATlO PANEL HEICNT = VNIT HEIGHT — 19/16" FORAOD7Tt�NAPSIZP98EE�'HAE�9A MAXIMUM D.L,O. HEIGHT =PANEL HEIGM — 9 1/2' D.L.O. WIDTH =NOMINAL PANEL WIDTH — 9 1/2" S61.2PSF I LARGE M'SSLARGE CT W 1111 I V Ul ORLAND0, PL321132 TNCORPORATELD ==.. �.,rrrindooiLiuom 18100 SERIES ALUMINUM 90- & 135- CORNER SOD I 4'0 x 12'0 AND 5'0 x 10'0 PANELS — LMI 5'0 x IO'O 90' 2TRACK ELEVATION AND LAYOUT . 418 13/1 S' OA. FRAME WIDTH 183 7/8' OA 234 7/8' OA. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 60" MAX. - NOMINAL 90' CORNER PANEL WIDTH REINF. i REINF. REINF. i REINF. REINF. 118 1/10 1 ~ i ~ D « % X y % ~ I % MAX. 20 _ - % X 19 I - „'_ PANEL D i_ i E F HEIGHT i 18 _ 2 120' MAX. MAX. D.L.O. I ' OA FRAME HEIGHT I HEIGHT SEE NOTE i 1 10 SHEET 1 "P!V OEYNMON N.lE NPNWfJ A PER DARE LERER DATED ANY W. 2010 OS/12/10 R.L. B ADDED CHARTS FOR WOOD INSTALLATION 08/15/.5 1 R.L POCKET WALL UNDER SEPARATE y APPROVAL TO % I I BE REVIEWED 1 BY AHJ. 6' i L ,� / SERIES 8T 00 5'0 x 10'0 REINFORCED 4TRACKALUMINUM 80' CORNER SGD ✓/ EXTERIOR VIEW WEEP SLOT WEEP SLOT 1' x .1875" SEVENPANELSON217VICKFRAMESHOWN, UNLIMITEDNUMBEROFPANELSINUNLIMREOCONFIGURATTONS, TYP. LOCATED AT ALL BYPASS ORSD°CORNER, ON2 S OR4TRACKFRAME, Y47HORWITHOUTPOCKET8,AREAPPROVEO VERTICAL CENTER LINES ASLONGASINDIVIDUAL PANEL SPEDOESNOTEXCEED MAXIMUMPANEL SIZE, USES VERTICAL CONORIONS ASSHOWNANOTHETOTALFRAMEAREADOESNOT EKCEED529 SOUAREFEET REINFORCED UMTWRH SILL RISER m4 DESIGNPRESSURERATING IMPACTRARNG URGE M19 t8O.OPSF SILEIMPAGT FORMASONRYIWNCF?E EANDMETALINSTALLATION FOR ADDI FIONAL SIZES SEE SHEET ISA REINFORCED UNITWITHSILLRISER#S4 DESIGNPRESSURERATING WPACTRATING t67.2PSF LARGE MISSILEIMPACT FOR WOODL INSTALLATION FOR ADDITIONAL STIES SEE SHEET ISO EXTERIOR SERIES 81005'0 x 10'0 ALUMINUM 80° CORNER SGD REINFORCE04TRACKLAYOUT PANEL HEIGHT AND D L.0 FORMULA PANEL HEIGHT - UNIT HEIGHT - 1 9/10' MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9 1/2" D.LO. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" W W JUU1 ORLANDO,R.32812 INCOA20RATI3D va uiinn's'� xvw.alndooSocwm 8100 SERIES ALUMINUM 90' & 135' CORNER SOD I 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI 5'0 x 10'0 90' 4TRACK ELEVATION AND LAYOUT ita 1/1s 1 MAX. f 1 - x PAN T 120' MAX. HEIGHEL O.A. FRAME MAX. D.L.O. HEIGHT HEIGHT I SEE NOTE 0 SHEET 1 6' 70 WEEP SLOT WEEP SLOT t' x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES 418 13/16- O.A. FRAME WIDTH 183 234 7 8 O.A. FRAME WIDTH 8TO CORNER FRAME WIDTH TO CORNER 60' MAX. NOMINAL 90' CORNER r PANEL WIDTH — X X � --- X p R 21 x x RMWAS COCROW PER DADE LETTER DATED MAY 06. 201D DDED CHAM TOR WOOD INSTALLATION POCKET WALL UNDER » i SEPARATE K APPROVAL TO BE REVIEWED BY AHJ. SERIES 8100 5-0 x f0'O NON -REINFORCED 4TRACKALUMINUM 90° CORNER SGD ExDER10RVIEW SEVENFANELRAMESNOWN,OF PNEL3INUNLIMITED CON ONS, SYPAS OR90-rRNE,ONU.SOBS RACKFR4ME,INUHOAWITNOUTPOCKE APnOVED AS LONOASMDMDAL PANEL SUE DOES NOTEXEEMPANELSIZE,USESVERECALCONDAONS AsSHOWNAN07HEOTALFRAMEAFEADOES&CDTXCEE052350UAAEFEET NON-REINFORCED UNITWITHSILL RISER A38 DEIGNPAESSURE RATING IMPACTRATINO 350.OPSF AGE MISSILEIMOACT FORWDOD, MASONRWCONCRETEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SNEET ISE PANEL HEIGHT ANO DLO 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" EXTERIOR SERIES 8100 5'O x 10'0 ALUMINUM 90° CORNER SGD NOMREINFORCE04TRACK LAYOUT Wi�T5 AMSTMAMDMVE nD00f ORTANDO.PL32632 INCORPOWE—RD Roarii�m`i aWy,WlMeo�Lcmm 8100 SERIES ALUMINUM 90- & 135' CORNER SOD 4'0 x 12'0 AND WE X 10-0 PANELS - LMI 5'0 K 10'0 90' 4TRACK ELEVATION AND LAYOUT lTJH 1 08-01172 L 8 j 144 OA. Hf 332 5/8" O.A. FRAME WIDTH 146 7/8" OA 185 3/4" O.A. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 48' MAX A NOMINAL 1 135' CORNER PANEL WIDTH REINF. i I REINF. REINF., REINF. I X POCKET WALL X %7 I X X % % j I UNDER 142 1/16 . i SEPARATE I ' I APPROVAL T PANEL B D _ F __ i __ BE REVIEWED HEIGHT 18 _ I 19 2 BY AHJ. MA%. — M O. 2 19 2 0 :IGFRME HEIGHT SEE NOTE 6' TOnr i IIII r WEEP SLOT 1' x .1875' TYP. LOCATED AT ALL SERtSS81004'Ox12'OREINFORCED2TRACKALUMINUM135°CORNER SGD VERRCAL CENTER LINES EXTERIORVIEW SEVENPANELSON2TRACKFRAMESHOWN, UNLIMITED NUMBER OFPANELSIN UNUOTEDCONFIGURATIONS, BYPASSOR ISS"CORNER.ON2,SOR4TRACKFRAME, WRHORWITHOUTFOCKETS.AREAPPROVED AS LONGASINDIVIDUAL PANEL SIZEMESNOTEXCEEDMAVMUMPANEL SIZE. USES VERTICAL CONDMOAfS ASSHOWNAND THE TOTAL FRAMEAREA DOESNOTEXCEED 409 SOUAREFEEL REINFORCED UNIT WITHSILL RISER034 DESIGN PRESSURE RATING IMPACT RATING 370.OPSF LARGE MISSILEIMPACT FOR MASONRY/CONCRE TEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 13B PANEL HEIGHT AND DLO 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" REINFORCED VNITWRHSILL RISER134 GESIGNPRESSUREMTING IMPACTRATING t573PSF LARGE MISSREIMPACT FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET ISO RMAro6 RfV Is ORWRON mTF MFROOFD A 1 PER DADE LETTER DATED IMY OB, 20f0 05/12/10' ft.L 1 9ADDED CHAOS FOR WOOD INSfAL1ATON 1 06/15/15 1 R.L. EXTERIOR SEAfES 8100 4'0 x 100 ALUMINUM 135°CORNER SGD REINFORCED2TMCK LAYOUT SIGNED: 04107120 REVISED `�T% �j� TSOOAMGiMMIDME wNh 1h°FWrlan T�i111 Z ORLANDO,M.3W2 ' t5.077G.05 INCORPORATED �gnr'iunlm1p arnv..IMaodmmm 1o77I03FA021. 8100 SERIES ALUMINUM 90' 8: 135' CORNER SOD TO x 12'0 AND 5'O x 10'0 PANELS' — LMI aucfrtt i°neror 4'0 x 12'0 135' 2TRACK ELEVATION AND LAYOUT 00-01172 HE 332 5/8" O.A. FRAME WIDTH 146'7/8" O.A 185 3/4" O.A. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 46" MAX. /-� L NOMINAL J 40 PANEL I LfI'. CORNER REINF. I EINF. REINF. ; REINF: ly POCKET WALL 142 1/16 ♦ I M y y I » UNDER MAX. X I X i X X i x I X �X SEPARATE PANEL PROVAL. TO HEIGHT I BE RENEWED MAX. F G BY AHJ. 1 D.- ICHi MAX. D.L.O. 20 19 I 2 HEIGHT L SEE NOTE I 9 SHEET 1Ll i i 6" TO WEEP SLOT WEEP SLOT 1" x .1875" SERIES 8100 4'0 X12'0 REINFORCED 4TRACKALUMINUM 135° CORNER SGD TYP. LOCATED AT All EXTERIOR VIEW VERTICAL CENTER ALLNES SEVENPANELS ON4TRACKFRAMESHOWN, UNLIMITED NUMBER OFPANELS INUNILMRED CONFIGURATIONS; SYPASSOR 135'CORNER, ON2, SOR4TRACKFRAME, WRHOAWRNOUTPOCXETS, AREAPPROVED ASLONGASINDIVIDUAL PANEL SIZEDOESNOT EXCEED MAXIMUMPANEL SIZE, USES VER17CAL CONDITIONS ASSHOWNAND THE TOTAL FRAMEAREA DOESNOTEXOEE0499SOIJAREFEET. REINFORCED UNIT WITH SILL RISER N34 DESKiN PRESSURE RARNO IMPACTRATING t70.OPSF LARGE MISSILE IMPAC7 FOBMASONBY/CONCRETEANOMETALINSTALMNON FORADD)PONALSRESSEESHEETI3B REINFORCED UNIT WRNSILL RISER034 DESIGN PRESSUREMPNG IMPAOTRATDIO ±57.3PSF LARGE MBSILEIMPACT FOR WOOD INSTALLATION FOR ADDINONAL SIZES SEE SHEET 130 PANEL HEIGHT AND DI 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" RL .0 .SCWMION DATE NPRO'/F➢ PER DARE LETTER VATW MAY 06. 2010 1 05/12/10 1 R.L. WDED CHARTS FOR WOOD 1149AILAMON 06/15/15 1 P.L. u ^SERIES 8100 4gx 12'0 ALUMINUM 135° CORNER SGD REQCE04IMVK"y—1 SIGNED: 0410712016 75DD AMSTEADAM DRIV% WinDoor ORLANDO,PL32832 INCORPORATED P�' wrvw,W°4aaln<mm 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 x 12'0 AND WO x ID'O PANELS — LMI 4'0 x 12'0 135' 4TRACK ELEVATION AND LAYOUT TJH 08-01172 .1 NTC "X 01/2�N2TT8 OF 118 1/16 B _ MAX. 18 PANEL HEIGHT 120° MAX. MAX, O.rt FRAME HEIGHT HEIGHT SEE NOTE 0 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 15/16" CA 234 15/16" O.A. _ FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER "" MAX. A NOMINAL 16 135' CORNER PANEL WIDTH FREINF. I � � REINF. � � � REINF. i I I i L % I % ... 1— % X nn D9 REINF. POCKET WALL » UNDER X SEPARATE APPROVAL. TO G BE REVIEWED I— BY AHJ. SERIES 81005'Ox 10'0 REINFORCED 2TRACKALUMINUM 135-CORNE13SGD EXTERIOR MIN SEVENPANELSON2TRACKFRAMESHOWAL UNLIMREO NUMBER OFPANELS W UNUMITED CONFIOURAT70NA BYPASSOR 135• CORNER, ON2, S OR4TRACKFRAMEr WITHCR INTHOUTPOCKETS, AREAPPROVEO AS LONGASINDIVIDUAL PANEL SMEDOESN'OTEXCEEDMAXIMUMPANEL SISEr USES VERTICAL CONDITIONS ASSHOWNANDTHETOTALFRAMEAREAOOESNOTEXCEED6VSWAREFEET. xnrv,o wm WTM bIL A1SFA@1d DESIGNPRESSURERARNO WPACTRARNO t70.OPSF LANCE A1ISSREIMPACT FORMASONRYVCONCRETEAND MEIALINSIM.VI'. FOR ADDITIONAL SIZES SEE SHEET f 00 oFluCifM'AO IINITWIIHSILL RISER A?J DESION PRESSURE RATWO IMPACT R4TIN0 161.2PSF LARGE MISSILEIMPACT FORW OINSIALLAII FORADDITIONALS ES8EESHEET13D PANEL HEIGHT AND DLO 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" O[SCPIP1pN MTE 'NPR o LETTER DATED MAY OS. 2010 05/12/10 R.L. OS FOR WOOD INSTALLATION 06/15/16 1 R.L EXTERIOR SERIES 81005'0 X 10'0 ALUMINUM 135°CORNER SOD REWFORCEDITRACKLAYOUT SIGNED:I 7� WinDoor tiW�NhLRLRADDA[Ve `\\\\51,R V INCORPORATEDuleiowi mw.vLrdwlMuom `� 'V\G 6100 SERIES ALUMINUM 90- & 135' CORNER SOD *. /�V0 4'0 x 12'0 AND 5'0 x 10'0 PANELS — LMI C WIT x 10'0 135' 2TRAGK ELEVATION AND LAYOUT l; . TA 0 418 13/16" O.A. FRAME WIDTH 183 15/1V O.A '234 15/16" O.A. _ FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER 60" MAX. NOMINAL F135CORNER PANEL WIDTH RWIJNS pry D[YPoPI Off MPROWO A PEP DARE LETT:T DATED MAY O6. 2010 O6/12/10 1 R.L. R ADDED P.URiS FOR WOOD INSTAL1ATKIN 00/15/15 IK.L.- REINF. F i 2 POCKET WALL RENT.i REINF. I REINF. UNDER SEPARATE I 7 I « y ♦ i I X APPROVAL. TO 11B 1 16 1 X i X i— X 1 %— X X— BE REVIEWED MAX. 0 19 2 '.- G BY AHJ. PANEL_ — HEIGHT 120" MA%. "ItI OA. HT0 I HEGHTME NOTE lOEE SHEET l 6" TO —4 WEEP SLOT 1 SERIES 81005'0 X 10'O REINFORCED 4TRACKALUMINUM 735° CORNER SGD WEEP SLOT 1" x .1875" EX TERIOR VIEW TYP. LOCATED AT ALL SEVENPANELS 0N27RACKFRAMESHOWN, UNLIMREDNUMBER OFPANELS IN UNIIMRED CONFIGURATIONS, H VERTICAL CENTER LINES BVPASSOR I35"CORNER.ON2,3OR4TRACKFRAME, WRHORWITHOUTPOCKETSAREAPPROVED 20 AS LON049 WOlVIDUAL PANEL SIZEDOESNOTEXCEED MAXIMUMPANEL SIZE, USESVERRCALCONOMONS ASSHOWNANDTHE TOTAL FRAMEAREA OOE9N0TEXCEEOSZ3SOUAREFEED REINFORCED UNRWI FH SILL RISER I'34 DESIGNPRESSURERATING MMPACTRATING t70.OPSF IAITGE MISSILEIMPACT D J 'FORMASONRWCONCRETEANDMETAL INSTALLATION I C FDfl ADDIRONALSECSSEESHEET130 0 INTERIOR 18 18 REWFORCEDUN?WI7`HSILLRISENAS4 Q, DES/GNPRESSURERA71N0 IMPAOTRATWG1420 t6f.2PSF uROE MIS LIF MPACT EXTERIOR PANEI HEIGHT AND OI D FORMULA FOR WOOD INSTALLATION SERIES 8f00 5 FOfl ADDITIONAL SIZESSEESHEET ISO '0 X f0'OALUMINUI 735° CORNER SGD PANEL HEIGHT =UNIT HEIGHT — 1 9/16"' REINFOflCE04TRACKLAY0U7 SIGNED: MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT — 9 1/2' D.LO. WIDTH — NOMINAL PANEL WIDTH — 9 1/2" PRODUCT REVISED 7600AMVI%RDAMDRVO \\U11 plYYln9w1@tn°FlonaoF4'O oor ORLANDO,PL 12832 \�\6F DuilLin9 Cetle OR`_uwn NOA_M.. 15A715.05RA7'ED D"w. v� vw.widoalnecem V, y\ Expiration Data 11/03/2021IES ALUMINUM 90' & 135' CORNER SOD "h•�////,,(RR�,'0// D 12'0 AND 5'O x 10'0 PANELS — LMIl0 135' 4TRACK ELEVATION AND LAYOUT Gy��""•.. 6666_Ti 72 30 118 1/16 B ~ MAx. 78 - x PANEL 120' MAX. HEIGHT CA PRAME MAX. D.L.O. HEIGHT HEIGHT SEE NOTE 10 SHEET I 6' TO WEEP SLOT WEEP SLOT 1' x AB75' 'IYP. LOCATED AT ALL VERTICAL CENTER LINES 418 13/I6' OA FRAME WIDTH 183 7/8- CA FRAME WIDTH TO CORNER 234 7/8- CA _ FRAME WIDTH TO CORNER A j$ I- I 60' MAX. NOMINAL PANEL WIDTH WIN OT,yppl ORE MPRdrtU PER DADE LETTER DATED MAY 06, 2010 OS/12/I0 R.L. IDDED CHARTS FOR, WOOD IN94UTION 06/15/15 IR.L. POCKEr WALL UNDER XJ W— *X II APPeROVAL.ETO O AI-M SERIES 8100 510x 10'0 NON -REINFORCED 2TRACKALUMINUMOO' CORNER SOD E ERIOR VIEW SEVENPANELS ON2TRACKFRAMESHOWN, UNLIMITEDNUMBER OFPANELSINUNLIMNEDCONFIOUR417= SYPASSORW-CORNER,ONZ, 3OR4TRAGKFR4ME, WITHOR WITNOITPOCKETS, AREAPPROVED AS LONG AS IN0111DUAL PANEL SIZE GOES NOT EXCEED MAXIMUM PA NEL SIZE, USES VERTICAL CONDITIONS AS SHOWNANO THE TOTAL FRAMEAflEA DOESNOTEXCEED623 SQUARE FEET. NON -REINFORCED UNITWNNSIIL R18ERIm mtbl DESIGNPRESSURERATING IMPACTRAITNG R LARGE 0 150.0PSF MISSBEIMPACT FOR WOOD, MASONRYMNCRETEAND METAL INSTALLATION FORAODITIONALSOES SEESHEET ISE i EXTERIOR SERIES 8100 5Y1 x 10'0 ALUMINUM 90° CORNER SGD NON41EMFORCE02RUCKLAYOUT PANFI HEIGHT AND DLO 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' T500AND0 FLAMDRIV6 WinDoor ORUNDO, LL328)2 INCORPORATED y.x.,. yA g rrnv 8100 SERIES ALUMINUM 90' & 135- CORNER SGD 4'0 X 12'0 AND 5'0 X IWO PANELS - LMI 5'0 X 10'O 9D' 2TRACK ELEVATION AND LAYOUT r.IN 08-01172 8 MC1,11:18A 418 13/16" O.A. FRAME WIDTH 183 15/16° CA FRAME WIDTH TO CORNER 234 15/16' O.A. _ FRAME WIDTH TO CORNER A {I.. 80",MAX. NOMINAL 78 13S CORNER I PANEL WIDTH FfV®M o¢cRwlmx orsc Av°rt�rtn PER DADE LEITER DATED MAY 00, 2010 05/12/10 R.L. WOED CHARTS FOR WOOD INSTALLATION 06/15/15 ILL POCKET WALL n 118 1/16 B _ y % X _ % % R — % % R — X UNDER SEPARATE TO n MAX.APPROVAL 1 PANEL (� O G BE REVIEWED HEIGHT — i — 0 — BY AFU' nI MAX. D.L.O. 120MAX. HEIGHT O.A FRAME SEE NOTE I n HEIGHT 10 SHEET i A 6" TO I WEEP SLOT SERlE581005'Ox 10'O NON•REINFOACED 27RACKALUMINUM 195°CORNER SGD V/EW G WEEP SLAT 1" x .1875" EATERIOR SEVENPANELSOURTRACKFRAMESHOWN, UNLIMITED NUMBER OFPANELS IN UNLIMMWAIFIGURARONS, 20 TYP. LOCATED AT ALL BYPASSOR135•CORNER,ON2,30R4TRACKFRAME WITHORWOHDUTPOCXETS,AREAPPROVEO VERTICAL CENTER L1NE5 AS LONG AS INOMOUAL PANELSIZEDOES NOTEXCEEDMAXIMUMPANEL S¢EUSES VERTICAL CONOIRONS ASSHOWNANOTHE MTAL FRAMEAREAOOESNOT EXCEE0523 SOL44REFEET. A ' NOVAE AFORCEO UNWWRH SILL RISEn= OESIGNPAESSUITERATING IMPACTRATING t50.0PSF MISSILEIMPAOT Q R \ FOR W000.MASONRWCONCRETEANOMETALIN,STALLATKM' T8 PoAAOOIttONAL SIZES SEE SHEET I3E INTERIOR" �'� /�p /� T^{ V PANEL HEIGHT AND D.L.0, FORMULA PANEL HEIGHT a 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' a EXTERIOR SERIES 8100 5'0 x 10'0 ALUMINUM 155°CORNER SOD NON.REINFORCEO2TRAGKLAYGUT SIGNED: 0410712016 ,Nine FDloaaa gyp/ �7� inDoor OMA DOT.FL32870a //A�i W JNV�61�:11L0 1"7115.05 INCOAPORAT6D r mvu'10w.e�°i mw.MvdmRncmm `fir •y�GE Np�,.'Fj(i��� 0..6J151iK ••` 1110312021 8100 SERIES ALUMINUM 90' lY 135' CORNER SGD tom+ 4 0 x AND 5'0 x PANELS - LMI .•,/[n)9L7ElmF '� AT OF .auce�on m� LEV 5'0 Y 10'0 135' 2TRACK ELEVATION AND LAYOUT 0 1 , 4.n;YORID �iA/S�pNAj1EN���� uRAwx: T�w,T oWo xa 08—y011172 m e NTS 01 20/11 11 OF 30 418 13/I6' CA FRAME WIDTH 183 15/16" OA 234 15/16' O.A. GRAMS WIDTH TO CORNER — FFRAME WIDTH TO CORNER 60" MAX NOMINAL 135' CORNER PANEL WIDTH 116 t/ts I 4. — 41 ~ R ~ x R - MAX. 20 — X X T X % 2 X X 2 PANEL HEIGHT 2 — 21 GHT 120' MA%. MAX. D.L.O. CA FRAME HE NO HEIGHT SEE NOTE 10 SHEET I of i/All 6' TO I — WEEP SLOT r_ SERIES 61005'O x 10'0 NON -REINFORCED 4TRACKALUMINUM 125"CORNS WEEP SLOT 1' z .1875' EXTERIOR VIEW IYP. LOCATED AT ALL SEVENPANELSON2TRACKFRAMESHOWN.UMIMITEONUMBEROFPANELSINUNLIMREOCONFiS VERTICAL CENTER DNES BVPASSOR135'CORNERON2,30R4TMCKFMMEWRHMWITHOUTPOCKETSAREAPPF AS CONGAS MO #DUAL PANELSIZEOOESNOTEXCEMMAXIMUMPANELSIZE, USESVEATICALCt ASSHOWNAND THE TOTALFRAMEAREA DOESNOTEXCEED523SOUAREFEET. NON.REINFORCED UNITWITHSILL PISERM DESIGNPRESSUREMTING IMPACTMTWG f5o.0PSFAR GE GE ILEMA MISSIMEIMPACT FOR W000, tA4SONRY/CONCRETEANOMETAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 13E PANEL HEIGHT AND D L 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'. xLluioxs OfSfAWImN PER ME LETTER DATED NAY 06, 2011 MOM CHARS FOR WOOD INSTALATION POCKET WALL UNDER y SEPARATE X APPROVAL TO BE RENEWED /14 1 BY AHJ. W 1111.JUU1 ORLANUO.FL32632 INCORPO1Vf't'6D e�aznxn r.�+nuivas vccaindvaln<zom 8100 SERIES ALUMINUM 90' do 135' CORNER SGD 4'0 • 12'0 AND WO x 10'0 PANELS — LMI 5'0 x 10'0 135' 4TRACK ELEVATION AND LAYOUT iTHp x0. PL 7N 08-01172 [ cNF NTS °+rz 01/20/11 1p 12 OF 30 11I 04/07/2016 1 REINFORCED UNITS DESIGN PRESSURE CHARTS WITH GLAZING OPTIONSOB, .0 AND D Madiny. dos n unssUra SM1W6104AIv1 HODRNnIom4 Carnet Fur Yn1141np111001n MIwn mcnnamarMMal LA ecf Chad PSF SOD• M 19/1• Mr W2 mucluro 2r 20.0 00.0 o IBA HI 00.0 oa Nap Pae Nep POe X4 Poe Nep POe Poa w Pas so Ima 45.0 101050 110 1050 45.0 IN 1D5.0 4B.0 f05.0 460 iW.O A INA 45A N 45 0 0 45.A 10104&0 INA 4" 1050 4S0 NA 5.0 1.0 H.0 .O ISA 10 I OI106.0 41 105.0 46A 10 .0 45.0 NA 5.0 100. /5.0 IO6A45A 1"a 46A 105.0910 W6Al2 1W.0 M 45D CB.O 410 1a.0 IB.O 1W.0IB.O IWD IfiA & 9A WA5A INA 45A IOSA 46 OSD 6. 1W2 45A 00➢ 46A NA 4S0 06.>BA INA I 10&0 4S0 1010 45-0 9YA45A B1.5 NABOA 45.0 00A5A INA 48.0 10" 46.0 10O] 46.0 01.440 82A 5A IOSA 46.0 W.0 T5 a0.1 15A W.61 A 2]-0A 5.0 46 0.0 45.0BOA I6D 82,1I5.05A 1W.0 46A IK2 45A BBA 46A ]BA 96.0 ]0.0 Ma1lmDm da#On reamre ca aN Chad SF AIdHBIWMvm.HDDflNa/OIw Comnb00•LMIW31/f'fl FownlM1lnpell nMawn Ypanera ea/Mehl MrN9 tlruelme Mnlml BLgb IO-IVBtlN N Now TIA 90.0 90.0 120 IB1 H.0 60.0 C4 Pea. Nap Poo Nep Poa Non Poe Na0 Poa N Pea Pae H0.0 60A 052 80.0 iW.O Bolo 105.0 6o.0 1054 BOO WA BOA A INA WA li" 1050 a1A 640 105.0 60A 105.0 WA 105.0 vokwe Iola BOB OSO 60.0 I 105.0 .0 1050 OB.O B0.0 Iola BOA tOS.D W.0 10 .0 B0.0 1050 60.0 COCA. W.0 5.0 1010 BB.O W. 1o5A WA 1 0 BOA 10 A 60.0 1W.0 WA No 80A no iHA 80.0 1 0 WA iW.O fi0.0 fOBA BAD 106.0 BOA 1WA WA 08➢ WA ➢ 11.0 W.O 106.0 WA 05.0 BOD f010 A 100A A O0 W.0 a" WA 85.7 150.0 60.0 10&0 W.0 1010 W➢ 1050 Sao ]A WA m W.0 88A WA eDA 1]0.0 .D t05. WA 105.0 B40 101] WA A BOA 82.1 NH.O 60A W6.0 00A IW.O W.0 y88 WA BBA am P.B 198.0 W.0 1 D A0.0 A W.0 WA e04 82, WA ]B.] 1H0 WA W.0 1H3 BO.O wx 604 78.0 W.0 ]OA PANEL HEIGHT AND D.L.O.FORMULA PANEL HEIGHT = UNIT HEIGHT - 1 9/16" MAIBIMUM O.L.O. HEIGHT - PANEL HEIGHT - 9 1/2" D.L.O. WIDTH - NOMINAL PANEL WIDTH - 9 1/2" ILLNDanS I REV I 06 .,.9 I MTE I "FROVLD I A I PER RIDE LETTER OATED MAY 06. MID 1 05/12/ID IILL B JADDED CHARTS MR WOOD INSTALLATION 1 06/15/15 1R.L. _ I Ma2/mum design Pmmm b6rIH81W Mum WDR4lnlarcatl ForunlbinNNlNln Mawm HSMneI Corner /COncmla BYgb ae acly SOD Or Pdml WMlh Chart • LMlbi'RIt61W1 PS MN01 ( N]u[fvra wthl 24.0 Jac 9 I10 11.0 6B0 10.0 Poe N Pas No., Pai Nw P01 N4p Poa N be' Nap P01 Nap I" BOA 105.0 BOA INA N.0 1010 60.0 INA D fOfiA WD1 120.0 1 BOA 112M BLO B0.0. 109.0 Bolo 10s.0 W.0 f05 BOO 105.0 BOA INA WA W.0 OOA 20.0 9&0 BOA 06a 0. na A Iola WO WA BOA DSO BOA 116. BOD 00.1 98.0 B0.0 1010 W.0 1010 00.0 lob W.0 100A B0A WA me 12.] 00.0 TOM f0A0 BOA 106.0 W.0 1050 00 105A BD W.O W.0 WA OB.O B0.0 N.i 114..0 BDa tNO BDA 106A 1DSA BOA 1Da2 BOA 01a BOA 02A BOO .] 1]&0 BOA 1DSA BOA OSO Bolo t BOA 07A BOA MA 0 BOA a. BOA 12LO 80.0 1050 8Du 105.0 00.0 tWA W.0 B W.0 02A 1320 B0.0 105.0 60.0 t05.0 BLLa 0&S BDb ]ld ]!.B Me 60.0 1a 0 BOA tO6A BO,O W.i 62.1 ]ill ]4] 1H0 e0.0 105A W.0 H2 BOA a - ]500 AMSEERUAM DRIVE , WinDoor 0ALMNDO,P1.02852 INCORPORATED °c°,e°'mu"'may �.,rvladea,iouwm 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 X 12'0 AND 5'0 R 10-0 PANELS - LMI 90' UNIT DESIGN PRESSURE RATING CHARTS SIGNED: SIGNED: REINFORCED UNITS DESIGN PRESSURE CHARTS WITH GLAZING OPTIONS A, B, C AND D M¢xlmum dad n mdsure ea aei eharl (PSF S.Hese 00A1um.1➢QD Ne/nlom COrn4rd00 For unitelndallvtlln Mewvr N;oncmlo ar IhiM110YAb Pd0.77(ILI •LMIMy13M' oNO)i Me Oaf aeruclura MbN 2A0 ]OA ]6.0 ,20 IB.O 9A0 60.0 Poe Nvp Poa N PCs I NCO I POD I He, I P03 IN Poa N Paa Nap 00.0 19A 1%.0 1 D fOBD I5.0 10.9.0 16.0 105D Id0 105A 45D 1OU AA fOSA BL0 45A IOSO 4S0 106D ISA %.0 45.0 f09.0 4S OSA 45.0 If1OU 45A I IOU 10.0 46.0 .0 46.0 tOfi.O .0 1D6.0 A SO I!O.0 45A IOTA 46.0 OSfi BAO 43A 06A 45.0 f05.0 45.0 105.0 Ce 1060 9S0 105.0 15.0 069 4S0 mA 10A0 1 D 105A I9D f05A 1 1050 95.0 1000 19D f00.0 46A 0 IS.o BO.B 1fA0 IQA tOSO 45A tOS 16A OBO eA f0>2 45A 817 18A BOb 16A ]6.0 1]aD a6A 109A ISA 1 d5A IOSD 45q 0]A 45A 9Tb 19q T5.1 4BA NA 1lAO 05.0 105.0 tl.0 f05A 45A 1%.) I6.0 B1A 510 B1A ee3.0 16.0 1 .0 ISA 10.D 9.0 DBS ea.0 96b 16.0 A.a iJB.D fi.0 i%A ISA 106.0 D I 0].3 I s.1 1 B2, IIAO ISA 06.0 I 45' I104.2 46A BM 4S0 i8.0 45A ]OD "-IOU%dad n rewum'a Sat eJHOOAIum. f36ARe 'Forted Forunllelndallegln Mewnry/CancretDorMalel romnd6Jab]aDelW+sh acifychad PSF Coraerd 0•LM R1M'RIwr01] pruc(um (6a I `hD4N 11.0 ]0.0 00.0 T420 Y.0 BAO fa0 Paa Nap Pot Nq Poa I Nag I Paa I Res 1 Paa 1 Nep IPwI Nep IPaaI Nep B0.0 60A 05.0 00.0 105.0 OOA fOSO OOA 105A !2LO 00.0 1%.0 60.0 106.0 60.0 tOSO 14A 60D 105.0 60D 0 B0.0 OSO 60A 60.0 1%A EOA 1%A B0.0 050 IAO BOA 105.0 00.0 05. 80.0 05.0 00.0 0 A 60. 105.0 1% BOA 85.6 00.0 00.0 tOSO 60A 1D6,B 80.0 OA 1 A 60.0 105.0 60.0 OBA fi0.0 %.8 06A 000 OBD 1050 00.0 lam OA t05A 60.0 100.0 80.0 BBA 50.0 w.0 AO BOA w5A EO.O f0S0 BOA tI0" 1wx I I OJ B BBA ]6.0 1➢0.0 6D.0 105.0 80.0 1%A W.0 O5A OOA e)A BOD B)S WA ]6A fi0.0 ]OA 12M BOA 1 A BOD IOU 60.0 OST B0.0 %A 00.0 81.4 iJ2.0 D 105.0 fi0.0 tO6.D BOA 08.2 60.0 68.5 1 60. )A 138.0 BOA 10 . BOA 9.0 00.0 %A 60.0 O21 a" 73.1 1,1.0 p0A 106.0 fi0.0 043 00.0 98.9 B0.0 TOO BO.D 70M PANEL HEIGHT AND DLO FORMULA PANEL HEIGHT = UNIT HEIGHT - 1 9/15 MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9 1/2" D.L.O. WIDTH a NOMINAL PANEL WIDTH - 9 1/2' Riy RSp✓Bnpy MlC IIRnOFD p 4 PEP MDE LE)1E3 DA11D My 06. 2010 05/12/10 R.L. p JADDED CHARTS FOR WOOD INSTAUJGIDN 08/15/15 Maximum dD31 a mssuw a Bcl chart PS SedmBi00Alum. i]BO e'Foreld COmpSOD-LMI MI'Rlwrpl POr unlD lndellOtl n Mawnr IOon[wI0 romml la orMIM1 Mrudure esdl Hm I2A0 30.0 J0.0POD. eg PaaBOA 105ABOA 10 .0 BOA 05060Am5080A I 10 00 1050 80.0 w1000.0 IO0.O BOA t09ABOD f 800 tO9 1D5.0 90.0 105DBOA f050 BOA OSA 84 %.T BIA BOD B2A .D 05A DItO COA80.0 105.0 a 1050 BODBOA 0.0 9a0 1092 m. BOB TAO 1.0 )0.0 10.0 Maximum duf n m35umca ber/m Blw Alvin 113D Ralnlorn For unl0lndel eOln MawmymOncmM1Of roA0wI5xAb COrnabOA• aCl chart F MIBIJ IA'RIwrWS afelalrvcfvro fzmlvmmltDl M hl 29.D Sao Jr.D IZB ,e.0 aap aB.p m7 Pef Neg POe Ne Poe Np Poa Nap Poa ap Poa Nag Paf Nep IOA 100.0 105A IDOA 105A 100.0 OSO 100A OSA 100D 1060 1wD tOSD 1010 1050 BAO 1%n f0.5.0 100.0 105A 00.0 1% 100.0 106A 100.0 105.0 WO 105.0 1%.0 IOSA p0.0 00.0 040 .0 IOSO 106.0 OOA 105.0 0.0 1 100.0 01.9 e9. BSS I.0 108.0 1 0.0 OOA 105A 1%.O 0 0 0 105.0 106A 00. IOOA 105.0 tOSA 0 fOSO tObA iwA -1 O5A 00.0 8AB BS9 B9,B .1 %.6 BOA 2B 9QB f AO Ono 105.0 w.0 6.0 100.0 tOSO 1oP0 1%3 B¢J D !AS A 15D f]60 OOA OSA t00A 0 1WA 1 A BTD BI B)b B) TSA T6.9 TOA ]OA 13A0 100.0 tOSA ID0.0 fi.0 100A .I 01A e / e B21 fa➢A 100.0 105A 10 A 1%A O33 0.2 0 05A T]A 1]J.0 100.0 f09A 100.0 06.0 043 1 03.9 .1 O T4> 7 ST 1ND f00.0 ID D 10D.0 1012 eS.B BB.B NTBA IBA )O.0 )0.0 ?V15E0 75DOAMS GODAMDRLVH Ith INO Florl00 WinDoor ORLANDO.PL32832 15-0715.05 INCOILPOlU'L'RD r1-.OeeNC 5100 SERIES ALUMINUM 90- & 135- CORNER SOD I 4'0 x 12''0 AND 5'O x 10.0 PANELS - LMI 135' UNIT DESIGN PRESSURE RATING CHAPTS REINFORCED UNITS DESIGN PRESSURE CHARTS WITH GLAZING OPTIONS A, A C AND D Moximum design ressvra ea ac/ chart PS Serin BiwAlum. BOD RelnIO!<ed LBmer £Op• LM11df Y4•fllarW} FIXYnllaln[(OIIOd In OBdtlIYi(YIB Namnel Sing lNitlN(N) 36.0 49.0 41.0 a0.0 Poa Nep Dos Nep Poe Nep Poe Neg' Poa Nvp oa Nvg45A 1050 0.5.D 105A 15D 105.0 5D 105.0W.O *��. 46A 102.095.6 95.0 BA69&0 01.095A ]OAI5.0 fim ITAO 15A 95A 101 45A . IS TBA 4m ]1B 95A 6£0 I5.0 B12 f280 4Qp lm 10w 45A B21 AQO 4.9 ISA 70.0 95.0- f]20 45.0 1W➢ 96.0 B1.0 Im BOA 46.0 TOA 4m 03.7 32 95A t D 45.0 e9A 45.0 10A 4£0 OT2 4'u.0 W3 - f14.0 A5.0 1W2 45.0 55D I6.0 ]2B 45.0 B].D 45A IOTA - Maxlmpm design pleswroca acf char11P5 SvrtWBiW AIum.000 fleln Y![etl tome] Sp0 • LMIMx 1Po' maxr WT For vnllelnMalletlln Wooa9Nclvra rhmnd Bi0la mnelNmB�ory Po4N }IA xia aao 1}A Ie.o uD 5no � Poa Nep Paa Neg Poo Nep Poa Neg Poa Nap Poa Nap Poe Nep 80.0 fim 1W.0 WA WSD wA t05.0 60.0 tOSD 80.0 10w 6m tow w.0 tow BL0 BD.O t .0 90A 10w WO 105.0 W.0 OSA w.0 IWO W.0 iWA 6OD tORA p0.0 WD 105.0 fi0.0 tOSA BOA 1050 WA 100.8 WA BSb WA BB. WA 03.fi HB.O w.0 105.0 fi0A t05. A 10£O 60.0 1021 w.0 BTA BOA W2 .0 9L0 1W.0 6m 105.0 tW.O 00.0 101A WO D03 W.0 B1A wA ]5.8 BOA TOA 1f1.0 WO IOSO W.0 105.0 WA 955 WO BIb WA 'I6A W.0 T0.3 WO W.B 120A 0.0 IOU mo 1 A TBA i60.0 T18 W.0 A WA 612 1}80 60.0 iWA 60A W. w.0 01.9 W.0 TI.It 1]].a fi0.0 105 w.0 04.0 1 60.0 fi0.4- fJBa WA 105.0 W.o BBA - T84 A 0l2 60.0 60.J 14t0 9m 1012 W.0 Bw 60.0 I T20 WA I W.0 6T.D .. - PANFI HFIONi AND DLO FORMULA PANEL HEIGHT - UNIT HEIGHT - 1 9/15 MAXIMUM D.LO. HEIGHT - PANEL HEIGHT - 9 1/2' D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2' nLTDrows 1¢y. DFSLAFlUN DtiE KPPN'w A PEER WDE MMR DATED NAY 06, 2010 05/12/10 P.L . M01 ED CN4RI5 FOR WOOD INSIALARON O. /15 I R.L. I Maxlmum design promm EgacW chart PS Serb/1WAlum, COrper S0A-IMIWJ'RroxWl FBf unl..Relnlaliotl lelnvallo0ln Wootl6rvafur0 Nwtlnal Sr0le PBneINMN(D MCI }I.0 J0.0 JQO 42.0 II.O a1.0 60.0 tbl poa Nep PBe Ne0 POe Nep Poe Nop PBe Nop Paa Now Poa Nep 00.0 BOA tOQO w.0 105A 00.0 IOSA aao tOSD W➢ IOSO 00.0 IOSA 00.0 IOSA a4.0 eao tom W.0 to£0 Wo +os.0 eao 1WA w.0 to£o W0 tow wo iD20 p0.0 LOA. tD5,0 .0 10£0 60.0 1WA BOA 109.8 w.0 445 BOD fib] W.0 N.0 91.0 BO➢ 105.0 WA 105.0 80. 105A OOA 103.t w.o B].0 80.0 8&2 80.0 OtA 1080 WA 10£0 w.0 IOSA W.0 10fA 00.0 DDA 10.0 11.9 1" T6A T0A 1f4.0 w.0 OSO w.0 105.0 WO BSb W.0 84b i0A ]0. TO]OA T toD W.0 BSA iTa.O wA tOm w.0 tO1A Bn0 89A iBA TBA 711 T1.B MA I uw 1 012 1 51.2 fug WO 00.D all - TJ].0 w.0 10S094.f 10£0 .0 BI.D BOA 0.4 w.4 M8 ]OA m w] 03 Wi - 1J80 .0 105.0 WO 89.4 TB TBA - 012 0]2 wA wA fe4.0 00.0 1012 00A BSA TT M8 BTA W.D a] 67.J - Maximum dasl n Mwam Ca-d&Chart S Se[1¢aBiW AIUM. BOtleg• Ralnfort9N Corner BOD-LMI In WaadaAYOlure W2 fW Rlmr W 6 Folun bintlollp "NxMal6bgb WnoIWHN(h) w.o aao 1Dgln x1.0 Tao JAo 4}A Ie.O 11A PO> eg Poa ro pm NeB Poo Neg Poa Neg Pa. Poe Nep W.0 1WA 1W0 1w.0 tWA 100.0 1WA 1W.0 1WA tom tow 100.0 114.4.] 100..0 10eA &.0 w 105.0 tODD IW.O iWD 1W.0 1WA 1W.0 1W.0 105.0 tW.O 1081 1 p0.0 1W.0 105.0 tow 105.0 1WA 10£0 0. 1W.2 W.0 05A B8t W.+ .9 .B 02.9 BI.B 880 1WA 1WA 100.0 105A A 105.0 fOD.O 1D1:5 82A 03A BW 7KA- .6 W.5 0A0 1W.0 tOQO 1W.p f .0 iWA tmA 0A9 89.8 B1 B1A . ]5.1 ]AT 1f1.0 1W.0 1WD tw.0 W.0 85.0 Bw M.1 1 tfi.0 Te.O 69 68.9 Go 65. fi5.1 65.+ 12A0 1W.0 lOm 1WA TOA T+.1 6£1 WB w8 130.0 t0R0 1W Wb BBA 08 NA 84A MA MA Tq.b 74A HA 87.1 "A ml IJ20 10. 1W0 93A -A WO 1Je.0 1W.0 105.0 89.0 W l8 11 fiA W.B W.8 80A w0 f1 1W0 1 A B4A A ]xA ]20 B].6 W.6 5IA 51.0 - t .,,woatln<.mm xon-eiu. 15.0715.05 8100 SERIES ALUMINUM 90' & 335' CORNER SGD eaplm+lOn Data 111032021 4'0 x.12'O AND 5'0 x 10'0 PANELS - LMI 90- UNIT DESIGN PRESSURE RATING CHARTS 72 REINFORCED UNITS DESIGN PRESSURE CHARTS WITH GLAZING OPTIONS A; B, C AND D Maxlmum do n Pressure capacity chart PSE2 goal., MCDAIum, f]6D HIInforadCarnar 800-LMI M9Y/d'NIwr N3 Parunllelnalalletlln Wootlnrudum NBMnMSNOPamINLN DA WAN 340 90.0 90.0 42.0 1 48.0 I 0 I O0.0 Pat Poe Nap Pa. Ng Poa N4 POI ao Pea og Poo CanE'1.11101-1 5n 46.D 105➢ la I,A Joao CM 105D 15A 105B 95.0 105.0 ISO 1W➢ la 16.0 1W.0 46A 1050 GG 4S0 ow 1BSA sat 45.0 105➢ LSD lO6A 1&0 ID5.0 15.0 10tD 96V D5.0 4b.0 105.0 96.0 105.0 4fi.0 101 A 06.0 5.0 B& 5.0 B].6 48A 105.0 BO O80 d5.0 105A 46.0 109. 4 A 02.0 45.0 852 45. 8 .0 45p 06.0 I5.0 law 45A 10 B 45A 0.3 454 61.8 4511 76b 4&0 A lit 46A OfiA I5.0 105.0 45A Ow 45.0 04.6 ABA ICA 1&0 T 4" 0 .B 46A TWA I6A 0 A 45. 0.9 5D TDA 45.0 AB d5A 05A 4A0 81.2 88.1 95D 84.8 16A T40 Set BTA 9OA 106A 46A040 I5A 80.4 450 ]0.8 450 e&i 4S0 IOSA 9 .0 8BA 4 A A 1&0 W.1 d5A 60A d6D 1042 46.0 BS] 4S0 T2B 96A 0&B 46.0 624 Maximum deslgn CQCsG..w.d chGd(PSF) 9wba61W IarAf9BARdnDamn SOO-LMI M21/Pfl m1 W9 For un lb nssilleCellaBln WoatlYrv4lmB NOMOaI SF PurolWielD WAN YAO ]0.0 360 ILO IAO AD BOA Poa T POa Nag Poa also POP Nep Poe He PCs Nag POa ag BOB - 60.0 0A0 TWA 105 WA tOSD WA 105.0 YA.O 105A 610 05.0 CanSwo 10A0 600 f0&0 BAO B0.0 Joao A 05.0 .0 law Can Joao WA 105.0 W.0 105.0 BOA 1W.0 B0.0 WA 1W.0 BOA 06.0 60.0 ID&D 00.0 104A BOA 06.6 60A a&i 40.0 03A OLD 60.0 05.0 80.0 .0 W.0 low Sao tW,1 BOA B2.8 4. 88.2 W.0 B1A 10BD W.O i A .0 106.0 60.0 fOLB 6&0 BOi B40 OI.B 80.0 Mfi WA I0.6 t1A0 Boy 106A A 105A 00.0 958 60.0 &.5 60.0 8.4 60.0 ]0.] 60.0 68.8 1-.0 60,0 Joao 80.0 t0A6 BOA OBA W.0 i0.4 mA T1A W.0 BGo fi0.0 81.2 ISOA W.0 t05A fi0A 60.0 &D 60.0 T1 D BIA 1f2.0 Cox 10&0 fi0.0 &➢ fi0.0 00.4- I.a fi0.B 106.0 BD.D BBA 80,0 -FDA- 00.0 BT2 WA BO.J Ono 1M.2 BOA BSA .0 T2.8 o0.B fii.3 TA PANEI HEIGHT AND OLD FORMA 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" PLNSGNS ftd 66LAFli]H Dal[ NPFP/m A PER WOE LETTER DATQD MAY 06. 2010 05/12/10 2L B ADDED CHARTS FOR W000 INSTALLATION 06/15/15 R.I. Mnr/mum de gn reaura SerlaaelW Alum 1]SO flMnlor[W Corner Farunl(singallotlln WOOtlYTYC1Yra ca ael SOD• cherl (PS LMIM3'mmrB]1 NvMal SBgb Poro1NMNIW WON 240 ]D.0 ]B.0 ILO IBA 6A0 BOA GN POS Goo Pot am PBB Hag POB Mag Poa Hog Poo Ha PoB Nag 80.0 60.0 105, W.0 aGo BOA 103A ago 1050 80A IOSD BOA 105.0 ou 105.0 MO 80.0 109.0 BOA 106.0 BOA t050 No t0&0 00.0 10&0 Vol- 163,0 80A f02.0 o BOA 05, B0.0 1050 B60 10&0 80.0 fOAB BOD BB,B BB.O B a B0.0 B 6 ➢0.0 BOA 105A 80.0 f06.0 W.0 1050 B 102.1 W 1,B BOA B83 BDA 81.0 106.0 am 104 60. 105.0 8Do f019 Co. BOA e0A e A 76A TbA 70.6 Tax f1A0 Ion Iwo BOA 1W.0 00.0 85A AO.0 BIA ]BA ]BA TOA l03 CIA 65A ,on no 10&0 BOA 10W 80.0 89A i&4 T T18 ]fA BSA 66A ail 812 126A O0.0 106.0 WA BB. 80A BIA A.e T4.6 77A mA - 1]2A I ago I Pat, BOA 61.0 BOA Be.. Tax TOA W.T all f98D 80.0 I6.0 BOA - - - O. e>.2 .0.3 1A0 80.0 L01.2 BOA BSA 72B 72A B9A 6].B 89 6]A MXIMUM des APrauuM ca➢acl chart P9 ",a MIM31Q'fllwrW9 Or unllalnCelle In Woad Nru[lun IbnMel BBpb PBrolWtlN(In7 WAM Wigs V. 42.0 ba 0 (b) a Ha P30.0 e Meg Pcs T -H.0 Poa I lito I Poa I Hag I Poa I an I Poa Hp W.0 loan loan TWA M0 logo low low I low 1DOA 10.50 0" two 106A BAO TWA 00 1W.0 Into loaD OAO 1W.0 105D fK-0 t060 I 100D 105.01 TWA 1020 BOA 1W.0 OSA TWA .0 00A 10&0 1W.0 IOTA OSA 66.5 88.7 BB.] 8]A A .0 100.0 loan loop 105G 10 .0 105A 1 A 1m.1 028 829 60.2 B1A 8TA fW.O WA TWA Two f05.0 1W.0 OtA W. M TB TOA i0A 1fA0 TWA iW.O JW,O I= 95fi b 01.6 tl4. TBA Te A TO 66A OSA 120A TWA 105.0 100D mA8 BB.e 88.0 >BA 10.4 71A TI.O BSA 034 1.2 612 f1A0 TWA 050 W.1 BB. B4.B 64H ]IA ]AB A 67A 1910 1W.0 ta5.0 W.0 84A 00.0 BOA T80 ]O.B 63.7 0.7 198.0 1W.0 106.0 BBA 69A ]&1 04 m.1 fiT.2 BOA WA IU.O IW.O 104.2 BSA W 72A YU OJ. B8B STA T W�,�7� a• T500AMSTMADAMDIOV2 u1DOOY ORIANDO,113]AJ2 INCORPORATED 1�rt w4 ,;P;- uum .wxmadoo�m 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 X 12'0 AND 5'0 X 10-0 PANELS - LMI 135' UNIT DESIGN PRESSURE RATING CHARTS 7 BJDOB In, PL 'U08-01172 F CAE NTs JORE 01/20/17 ... 13D OF 30 SIGNED: 04/072016 NON -REINFORCED UNITS DESIGN PRESSURE CHARTS WITH GLAZING OPTIONS A, B, C, D, E AND F Maximum dazfga pressure capnClly Doff SN9safo0Num, COO Noo-flelnfOreedCamv SOD. LNIWI Y fusr 02 For unlslnvelled In Wood, MOwmy2annaleor Mohl Walter. IB..P !ml fegN 3l0 90A ]0.0 IH.O IH. 640TUR .Pas Nap Pas Ne PotPos Nap Pas NegPoe NI6D t5D 15A TSD 45.0 T6D 45.0 ]QO 440 TW 410 J6AH10 45.0 >0A 1Q0 T6A 46.0 T6.0 I5.0 ]5.0 440 T6A 6A]6.0I5.0 Tfi.O 45.0 ]bA 45. ]QO 45.0 TQD 99. ]6.0 46.0 6ATISA TW I O ]W 45A ]5A 45.0 ]BA 1A0 R1 45.D 6,me 46A ]6D 46.0 ]W I5.0 TAO IB.O >W 4Q0 eTA 50 bJ.]45.0 T5A 45.0 TSD 45A T6A 46➢ fiB. ISA Wb IQO 66A16A 6AIBD 6.0 45➢460 81A 1i0 W6WD MRrlmum doslgn pressure capacity chart Serfea6f00Alom. GOD Nan-Felnlowad Camer SDa•LMrW3 f14'X.03 ForYNleladelledln Waad,MownlY]Con[rssar Melsl pru[Iws I NnlrmlSmk Pane NYININ I Sea 20.0 30.0 42..0 4to 61A B0.0 10 Paa Nep Poo I NOB Pot N Poa NeB Paa INe Poa Nep Pae Nep e0.0 60D 75.0 ➢ T6A 6U 760 00.0 T6A 8 Jb.O 60.0 ] WA BlaRon 750 BW 1fia 00.0 )W WA )AO 80.0 T6A 00.0 75. 04 iQ0 aW WA 15.0 6W T5A 60D i5.0 WA 1 7&0nu, I TJA BOA 725 a" :a. US f020 60.0 TS-0 60A A 6W TA WO M 60➢ i2.1 BUM 653 bib -TO-066 )6D [W 16.0 60.0 JAO WA A.B 00A 6L0 BOA M.T. M. 57.7 1N.n OA T6A WO 16.0 .0 TAO 6.0 6B. G60 82.6 6f.6 6E6 5JA WA 130.0 T6.0 0 6.0 A A.6 GOD A 6A 6. We "R sea A Maximum design pressure Cepamty Chad bNlose100 Num. BOO Non•RelnforstlCamsISGO-LMIW9'mwT WI FOTYnINlntlolladln Waad,Mewmy/CamresarMelel tlrvalure NxNmI6Mpb Pan Ih(FI i1.0 J0.0 31.0 T0N 10Nno P6a Ng Poa Ng g PIWmbA..914 Poa Ns0Poa p Pe 0 I60 TJfiWH&A1 TJBfi6fiI].AA.0fi ]6.0 ]IAQOO TB6A3 TSO iT6R66b Lb e ]SA Tan 1 60 T. O QO T6A 60 M G ]8b662].A,0B5 .10 76.0 750 76 76.0 76.0 U T6.0 No 1R. S8 B'1 750 T 76.0 M0A 75.0 70. I -a 160 21 9613 . 750 Mfi0 iA I OO 0IOTA" 2 lA..bO6t W ADMAO fiTD ] 6D THO Q 0b 6B71 21 TW 160 SW 50.0 PANEL HEIGHT ANO OLO 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' RMONS CE5[ffiImN PER WE LETTER GATED MAY 06, 2010 WDE0 CHARTS TOR W000 INMALUTION Maxfmum design pressure eaPedty Chad Serlea6100A1um.1]60 Nan•fldn/arcad Garner SOO-LMI W f L/'marp3 FOTanllelnnvlledln Waod,Mswm cen[nfe or No(aldrvalu+e 'Sage Pam 10 (F) qN N BOA 81.0 a6.0 0T0 1aAU if 0 130.0 31.0 Pas ISA IW 45A 160 4W 15D 45R NCB 1. ]W MSA ]5.0 ]5A ]QO J6A Joe Poe 45A 46➢ 45A 16A 45A 45A IW Ron t60 ran 76A i6.0 T6A iW TAO Selo Pa. 45Lp IfiA 46D 16A 46.0 I6A @A N W ] A ]6.0 i6A i6A IJS 430 Pa. 45V 45A 4 0 45.0 d5A 4Ao Near W ]6A ]QO 73.9 6B. e1.B 16A Pa. I5.0 ,W I5.0 4 A 46D 45A Ne i J6A T2.1 61.0 fi7A 666 BI.O Pae 4W 450 AO 46D ISA 75A Ttb BBR BI.T fi]b 6]D w.0 Pee 450 460 45. 45A dW IW Ng ]60 fi0.3 BJ.5 57.7 6W Marlmum design preA010 CapaCfty client tvd..8100A1am. 1210 Nan•FdnfarwdGarnar Ban -LNIWY114'NIp WH Far uellelntlelLdfn Woad, Mewmp'Canmelaar Nefvl tlrvdun' mmatffin PemJWllN OkgM 3A0 ]0.0 W 130 /OA 6 a WO (ry 60.0 6l0 OBO Pee 0.0 WD WD NeB 760 T ] 0 Poe Me Sao 60.0 Neg T I6A 76.0 Pos 60.0 cob NaB T60 ]SA Pos WA Np ran T6A TSA Paa 60.0 W, Ns9 76.0 76D T2b Pae .D 6 6A0 Ng 769 16.0 eB3 f020 TOW 10O 5W.07 W.B 60A fi0.0>6A 7A0 TW BW &MO 60.0 ]5.0 i5.0 ]BA WD WA W.0 ]50 ]JA BB.1 BLB 60.9 6 fi0.0 6Afi M2.1 WA 6Tb W 95_66- WA 60A 6Tb 6JA eea Ot.T 6Tb bT.6 BOA 51.1 5JA MR 6T.]WA W.0 WA Maxlmam design pressure Capacffy Chad SvleebfW NuaA I150 Nan-Rdnla+wtl Lorne+SOO-lMlW9'RIwrNI ForUelftheI8110din Wood Man ry/ConvaleorMefol mu[(uro. S:l...i wmGwnl Nbin lNE I wqN 1A0 Sea ]0.0 12a 46.0 IS, 6me (q7 60.0 Poa T6A T6A T6A Ne TW ]60 T5-o 16C >OA >W W Poa T60 i6A I6.0 i50 M MW MW Rea TQO 16.0 76.0 ifiA MW T5A i6A Paa T6.0 TAO ]AD TQO T6.0 i6D 1Jb Ng MV T6Di6A MAO M5.016.0 T6A ]W Tiff Faa T6A 1'a J].9 fiB. 018 Ne W T0.0 6.0 ]3A 89.1 OIA Poa 26.0 T6A mA 62b Wb Ns IQO TfiA ]6.0 T&1 m.0 626 61.5 Hj 6A1 Pee ]W TSL 68.2 62.5 6M.T WA A Neg TAOH..0TfiO T6.0BH.OT6A BATf03.0BW 625IBB.OT6A 6T.TIfAO WA120.0 6W ENISRO T500AMSTRRDAMDRNLS Rh the Florida WinDoox ORLANDO,PI.]2832 16-0716.05 INCORPORATED �' O.sa•,a4adoodnrmn 11/0� 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 x 12'0 AND 5'0 x 10'.0 PANELS -LMI �daat CanCe OMI 90' & 135' UNIT DESIGN PRESSURE RATING CHART'. 72 CITE I we ens, R.L. . 6' S. 1f 0. 4" SEE DETAILS_ L AND Mr SEE DETAIL K. DETAIL K. SHEET 18 I ancu i0 ANEL , _ ANEL .- PANEL _ ANEL 6" MAX. L TMAX. 1 -- -- -- 6- MAX. 8 4 L I I' MAX. O.C. TYP. MAX ;. TYP. E w ¢ 6 o 141 m o o NEC i rc 0 m > SEE NOTE 8 SHEET 14 - -- 6" MAX. . MAX MAX. �l i \ i I— 4" MAX. �- SEE DETAILS L AND M SEE DETAIL K. SHEET 16 SEE DETAIL K. SHEET 16 SHEET 16 ANCHORLAYOUT 4PANEL UNITSHOWN, APPLICABLE TOALL CONFIGUMHONS SEECHARMSHEE715FORHUMBER OF ANCHOASREOUMEO. I pf ws oFSt '.q ¢11E I➢PRWEo PER ME LEDER MTED NAY 06. 201D 05/12/10 R.L. WDED CHARTS FOR WOOD INUALIATION 06/15/15 R.L. ANCHORING NOTES: 1) ALL FRAME ANCHORS AT PEACH LOCATISTEMS. 2 ON SHOWN IN AND 4 TRACK. HAVE 0 INHEAD, SILL AND JAMBS. 2) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE ONE ANCHOR WOOD BUCK " 'CA* STEBL STUD USE 014 GRADE 5 WOOD SCREW WITH HT 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 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 .10 C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE' (OR GREATER). D. METAL FRAMING - 20 CA (.039) MINIMUM THICKNESS WITH 2X WOOD HACKING, FX=33KSI//Fu=52KSI MINIMUM. 8) THERE ARE TWO (2) INSTALLATION ANCHORS AT EACH ANCHOR LOCATION IN HEAD, SILL AND JAMBS. THERE IS ONLY ONE (1) INSTALLATION ANCHOR AT EACH ANCHOR LOCATION IN HOOK STRIP. 7500AMSTERDAMDRIVB WinDoor OIBAND0,PL3M INCORPORATED v.°biu,�ie'tuuitl9 �,WeyaDnvemm 8100 SERIES ALUMINUM 9V & $35' CORNER SGD 4'0 X 12'0 AND 5'0 x 10.0 PANELS - LMI 4'0 x 12'0 ANCHORING LAYOUT AND NOTES 08-01172 SIGNED: mNSm115 REV ObTJIPTON OW N9'fl4Y(A A I PER BADE LETTER DATED MAY 06. 2010 OS/12/10 R.L B JADDEO CH RTS FOR WOOD INSTALIATION 06/15/15 R,L Humbarafanchorloca8onare9UlredalhOOM8W (}anchor 0r16c8U0 HN9ht sI PandWI0Oh(IN ON MA 10.0 310 424 400 660 0.0 00A a B 6 0 0 0 B e4.0 0 9 0 0 0 a 6 ORO B D 9 B 9 9 9 ORO 0 9 0 9 9 0 0 100A 10 10 10 10 10 10 10 1f" 11 11 11 11 I1 11 11 low 11 11 11 11 11 11 11 ' 1260 12 12 1212 12 , 1120 12 12 12 12 12 111.0 13 1 12 13 U 13 164.0 1 13 1 13 13 15 IS Number olanchor lacafionareg9lred of amba, head, sill endm illon elWor 9nehom 9rl9caffun 84,ob 1WNN(0) WON no 30.0 SRO 1 424 �4BA- 54.0 60.0 Jambe H&S IUCn Jembs Has lu9ar Jambe HAS TUC. Jembs H68 wao amba HAS TUC Jambi H68 IOC4f bm"I Hd8 klidel I60 6 1 4 S 1 4 6 2 0 6 2 8 B 0 B B 4 6 0 4 6 BIA 6 1 4 6 t 4 6 2 6 B 2 0 B S B 0 S a 8 4 0 9 6 1 4 6 1 a a 2 a 9 2 0 0 0 0 0 '] 8 ' 991.07 0 1 4 a 1 a a 2 6 B 2 6 i ■ou ■2vi0■ a S 0 0 9 6 8 1 B B 1 0 6 2 e e 2 8 0 2 0 0 S 0 lito 0 1 0 0 1. B B 2 B 0 2 0 e 2 0 6 2 0 8 S 0 1200. T 1 6 T 1 6 T 2 fi T 2 B T 2 0 T 2 B 1 2 a f20.0 ORO T 1 0 i 1 6 T 1 0 T 2 6 119.0 i 1 0 T 1 a 2 1 B T 2 0 T 2 6 1H0 a 1 0 1 1 B 0 1 6 0 2 B 0 2 6 SIGNED. 04/07&016 PRODUCT REVISED 7500 ANDO ]20ERDAM0�� �% D��r L ascam9Caae 101ho 91.4d. OALA `\511Vt. ENBF•'9iP�i N014No. 95-0715.05 TNCORPO8A7'RU km'1°ei'vv ww.vIM001baxum `�2J•VAG Ba0lm11o0De10 6/031202} 8100 SERIES ALUMINUM 90- & 135' CORNER SGD 4.0 x 12'0 AND 5'0 x 10'0 PANELS — LMI =*.6•[(/!JryD{yJa.f�8��T�6�1�r'�i�*� 0 5-0 10'0 ANCHORING LAYOUT AND NOTES T EEE ST E ty` miam m 0a1 omr0 x }4, %Oi6FS 'a<ORIO: •p�' ow.wK D60 hv. aw TJxHL 08-0172 B N� ;j/S70NAi 11l```` HIS n[ 01 20/11 61115 OF 30 4' Y 2" " INTERIOR INTERIOR 4" 4° 4" *2t-- DETAIL 2 3/6' C0 DMON EXTERIOR K EXTERIOR DETAIL L 2TRACKUNIT 2TRACKUNIT 4" 2- 2- 2- INTERIOR 4' a" INTERIOR q• a' 4" 4- 4- 4 3/4' 2" - VERTICAL ON mON EXTERIOR EXTERIOR 2" 90* CORN DETAIL DETAIL OTRACKUNIT 3TAACKUNIT 2" 2" p• 4" TERIOR INTERIOR L71/8- 4 4„ 4- 2 VERTICAL EXTERIOR CONDITION DETAIL K 4TRACKUNIT 2' 90 EXTERIOR OO DETAIL L 4TRACKUNIT pM5WN5 RtV [6[IIbf1YN Ml[ IRRWfD A PER DARE LETTER DATED MAY 06, 2010 05/12/10 1 R.L 4" D ADDED CHARTS FOR WOOD INSTALA110N 06/1S/15 R.L. INTERIOR p• 4- 4" 2 TRACK 3 TRACK 4 TRACK POCKET 2 3 6 S 2 33 84N SEPARATION 7 1/e" EXTERIOR 2' 1J5' SEPARATION DETAIL M CORNER 2TRACKuNIr _ HOOKSTRIPANCHOR LOCATION JAMB ANCHOR LOCATIONS INTERIOR 4 3/4• 4" 4' 2 3/6' SEPARATION I ' 7 SEPARATION J�1 4" SEPARATION ILA I I SEPARATION 4•� „I3 TRACK 4 TRACK 2. 2 TRACK ,'_yf( , 1 EXTERIOR t35' `�'I•, �ry .IY'. DETAILM CORNER 2 3/16"SE4P15/16, 3TRACKUNIT SEPARATION A9R/A1T6IO" NT_$9EPARATJO N T:�THEAD & SILL ANCHOR LOCATIONS INTERIOR 4' 4, 4. 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 4" AT EACH END, ITEM #63. ALL PANELS HAVE AN INTERIOR AND EXTERIOR APPLIED GLAZING STOP. _ FRAME CONSTRUCTION: EXTERIOR 2' EACH FRAME CORNER IS NOTCHED AND DUTTEO. HEAD AND SILL ARE lw CORNER SECURED TO JAMBS WITH 17 TYPE A SS SCREW, REM #64. (2) AT EACH DETAIL M CORNER ON 2 TRACK, (2) AT 3 TRACK FRAME AND (3) AT EACH 47RACKUNIT CORNER ON 4 TRACK FRAME SIGNED: 04/071201E PRODUCT REV aomCnwin Teo°otlaa WinDoor ot�u.A�NugRnnnl 2xTVR `\\\�SLtt�tltLoA�, gullaing yo 00 \ NDA-No. 15-0715.05 TNCOI ORATHDs. g plmtlon Dal011/03/2021 5100 SERIES ALUMINUM 90' & 13T CORNER SGD *= �Np".6�6 11 gy 40 x 12'0 AND 5'0 z 10'0 PANELS — LMI (A(iE,la1��fw mmm- a.........CLUSTER AND ANCHOR LOCATION DETAILS ;p, 6TATE OF ;,D, NTS PARTS LIST Rm lo. PARTS LISTCONTINUED 0. 1 al[ A"PAaWa ON SHEET iB p I PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L B AOOEO CHARTS FOR WOOD I%SFALUVON I 06/15/15 I RA, Mo. 3/8' AIR SPACE 9/16' O.A. 3/16" HS 9/16" O.A. -- - .060" SOP .09D' SO .090" SOP I/4' HS BY KURALtAV 3/16- TEMP BY KURARAY 1/4' HS —Mtr BY KURARAY I/I. HS 3/16' HS 1/4- HS EXTERIOR INTERIOR I EXTERIOR INTERIORI EXTERIOR INTERIOR fl 1" GLA55 1" CLASS ASS 44 L1BITE BDE 4412 2870 70 28 46 f9e GLAZING OP-T(ONA GLAZING OPTION GLAZING OPTION "AGEMlSS2EMPACTREW GET) LAAGEMISSRE MFPACTREINFORMO EARGEMISSREIMPACT &NOMAID FORCED UNITS &NON REINFOACEO UNITS NONMFEINMROEO UNITS ONLY 1" O,A, MAX. 3/8' A1AK. 3/8' 9/16" O.A. AIR SPACE AIR SPACE J/16' HS 3/16" HS .075' VANCEVA .075' VANCWA 060".SCP 1/4" HS BY SOLU7IA BY SOLUTIA 3 16" TEMP BY KURARAY 3/18' TEMP / 1/4" HS 3/16- HS 3/16" HS EXTERIOR INTERIOR EXTERIOR INTERIORI EXTERIOR INTERIOR O 1' CLASS 1° CLASS 1" GLASS 44 91TE 45 BITE q5 BITE 28 70 30 70 3p 70 40 46 q6 GLAZING OPTION B GLAZING OPTION D GLAZING OPTION F lAROEMISSILE/MPACTAEIVFOACED LARGEMISSILEIMPACT REWFOACEO LARGEMISS/LEMMPACT gNONiiEWFOACED UNITS & NONiEEWf0AGE0 UNI79NONAE/NFOACEO UNASONLY SIGNED: 0410712016 PRODOCTREVISED 7300 AA15TItRDAM DRlVB \ A\5111111 //7734 Bmlalne �otleaFlodtlaWinDoor ORL�IbDO, PL )28)2 `�J R• LO N0A 0. 1S-0715.05 INCOILPORATED FWauuwT uw,WMroMrcAam `r,•VVOENSF•d'� UphaOoa Data 11/03/2021 8100 SERIES ALUMINUM 90' k 135' CORNER SGD 0 x 12'0 AND TO x IWO PANELS - LMI — miam mbxo oa rn BILL OF MATERIALS AND GLAZING OPTIONS 0 TAT E OF ORAnu w,D �, Rm i�Fs.'a<pRI�P'V\'E sTJH w[ ogre 08 swA[72 B A77/6jONA 11IE V� NTS Ol 20 11 17 OF 30 N0. PART NUMBER DESCRIPTION &"MUFACNRER MATERIAL 1 FS-02068 2TRACK FRAME HEAD KEYMARK ALUMINUM 6063-TS 2 FS-02067 2TRACK FRAME 4WD KEVAARK ALUMINUM 6063-16 3 S-44116 2TRACK SAL PAN KEYMARK ALUMINUM 60W-% 4 S-44122 TRACK SILL INSERT KCARK ALUMINUM 6063-TG 5 FS-02070 41RACK FRAME HEAD KEYMARK ALUMNUU 6003-T6 6 is-02070 4TRACK FRAME JAMB KEYMARK AWMNW 6003-T6 7 S-44116 - 4TRACK SILL PAN KOLARN ALUMNUM 60W-76 8 S-44124 4TRACK SILL INSERT KEWARK ALUMINUM EOW-T6 9 FS-02180 ]TRACK FRAME HIM KEYMARK ALUMINUM 60W-T6 10 FS-02187 31RACN FPNAE JAMB KEYMARK ALUNINUII 60W-TB I1 S-44123 37RXK SILL PAR KEYMAR ALUMINUM 6063-T6 S-44117 3T SLL INSERT KEYMARK ALF UM 60W-T6 13 FS-ON82 HIM INSERT KflVARK ALUMINUM 6063-7614 FS-0IBW FRAME JAMB INSERT KEYMw ALUMINUM 6053-16 15 FH-01669 TOP ML IRYm ALUMINUM 6063-I6 16 FW4723 BOTTOM PAL KEYMARK ALUMINUM 6063-16 17 FII-01871 LOCK Sac KM.IARK ALUMINUM 6063-7fi 18 FII-D5889 t 90' CORNER STILE REYNARK ALUMINUM 6063-76 19 FS-05890 STY CORNER CLIP KEaTARK AUIMNUU 6063-T6 20 FH-04767 FEMALE DUN STILE EXT. OFFSET KEYMARK ALUMINUM 6OS3-T6 21 M-W750 MALE GIRT SIRE E%1. OFFSET KEYMARK ALUMINUM 60W-i6 22 FH-W916 BUTT SIRE REINFORCEMENT KEYM4AM( � ALUMNUM 6O05-75 23 FS-04754 PLAIN STILE INTERLOCK KEYMARK ALUMINUM 6US-16 24 FS-04755 RAIN SIRE INTERLOCK COVER KEYMARK ALUMINUM 6053-TG 25 FS-04751 INTERLOCK COVER KEYMARK ALUMINUM 6063-16 26 FS-02726 STILE . MB INSERI KEYUARK ALUMINUM 6063-T6 27 FS-02726 PANEL SIRE JAMS INSERT KEOVAK 6003-16 28 FlI-01877 9/16' HORIZONTAL GU155 STOP KEYWWN ALUMINUM 60W-T6 29 FH-01878 9/16' VERTICAL GVSS STOP. KEYMARK BOW-T6 30 FS-01879 1' HOwZONTAI CUSS S10P KEYMARK 6063-76 31 FS-01800 1' VERIICN. GUA STOP KEYW.RK FAWMT6 / fi063-T6 12 FII-03693 1 3/4- SILL RISER KEIVARK 6063-TB 33 FH-0.1652 2 7/4' SILL RSER KF.YI,IARK A 60W-T6 FA-03653 3' SILL RISER KEYUARK fi063-76 35 M-W654 31/2'SILL LASER KEOJARK .1606J-T6 36 UA GLAZING SEE SHEET 17 37 FS-03684 POCKET DOOR HOOK STRIP KEYNARK ALUMINUM 60W 38 FS-04477 POCKET DOOR HOOK SHIP MOUNT KEYVRK ALUMNUM 6063-16 39 FS-04476 POCKET DOOR HOOK STRIP COVER NEYMARK ALUMINUM 60W-T6 40 FH-05045 INTERLOCK REINFORCING BAR KEYMARK ALUMINUM 6DO5-T5 6i PARTS LIST ' PARTS LISTCONTINUED FROM SHEET 17 xLv �xNnNN 1 A PLR DADS LETTER DATEn WY 0D, 2a10 05/12/10 R.L 8 AIDED CHAATS i0a WDID' INSTALLATION OB/IS/ts R.L. 54 52 13 63 15 17 40 29 63 2 26 0 36 54 INTERIOR EXTERIOR INTERIOR sn 28 50 fi3 27 54 EXTERIOR 16 OR 75 32 58 36 33, 34 AND 47 JS SIMILAR) 64 63 43 . 74 54 HORIZONTAL CROSS SECTION 4 1 I 60 1B LOCKSi1LETO27RACKFRAME JAMB 69 3 AAVERTICAL CROSS SECTION 18 2 TRACKFRAMESYSTEM WITH 8112• RISEROWN, ALL SILL RI SILL MAYEEUSED(SEEDESIGNERS" " PRESSURE CHARTS SHEET IS) SIGNED: 04Po7/2016 PRODUCT REVISED 75OOAMSDIRDAMDRIVS aocompi ln,wItAtito FlerlB. WinDOOr ORLMDO,PL32832 3.11dInRioeo rAwe..mrulxa -�\V pry'' N f NOA-Na. 45-0715.05 TNCORPORA HM �mArimn vuy,WMcodccwm = V� V\O 'gdyp • . 6xAmtlon Pat. 11/03/2021 810D SERIES ALUMINUM 9o• & 135' CORNER SGD *.• /�/•'pyA-BB��6�M �* � 4'0 x 12'0 AND V0 x 100 PANELS - LMI �q (74`Tt',65IN,02�= tAam o ro uc ontro BILL OF MATERIALS AND CROSS SECTIONS %pO • AT OF T00.WNi Ima OB-01172 g ff%i,SBt `E�RLD�N�`e\� TJH w,L 011 !/1A+O 111,14 \\\ TUTS 01 20/11 18 OF 30 PART NUMBER DESCRIPTION MANUFACTURER MATERIAL FN-02642 6000 BUR SIRE REINFORCING BAR KEYMARK ALUMINUM 6005-15 FH-0547D 90 & 13& CORNER STILE RDNFOR. KEYMARK ALUMINUM 6063-75 [44 FS-04747 BUMPER hW INSERT KDVMK ALI1311NUM 6083-T6 TP983 9/16' GLAING VINYL VINYL IPID51 1' CU21NG VINYL VINYL IPS90 CUSS SPACER ALUMINUM AW-3000 01988-9000 TANDEM ROLLER 48 7500 A04 SIGNATURE HANDLE SET 49 SIGNATURE DUMMY MOLE SET 50 2468 DUAL POINT MORTISE LOCK & KEEPE 51 T0876 NTMMK BUMPER RUBBER 52 NPG PANEL DUDE NYLON 53 NMHP PANEL ADJUST. HOLE PLUG NYLON sa w332+17Ko900 FN6FAL .TEST x .350 55 W231417KODOO FOISFAL .181 x .140 55 W332217KD000 FNSEAL .187 x .220 57 W131317KOODO FINSEAL .187 x .133 58 W333517KOODO FINSFAL ART x .680 59 P7569AM DUST PAD 1.244' x .5' x 2.34' 60 131018 08 x 3/8' PH TYPE B 18-8 STAINLESS 61 131002 18 x 1' PFH THREAD CUTTING I S STAINLESS 62 131009 Ito x 3/4' RI TEK SCREW 184 STAINLESS 63 131004 110 x 1 1/4' SO. DRIVE TYPE F 410 SWNEESS 04 131020 11 x 5/8 PH WE A 4f 0 STAINLESS 05 1131018 110 x 2 1/2' TYPE F 18-8 STAINLESS 66 131010 010 x 1/2' SCREW 18-8 STNNLESS 67 131011 18 x 2' FH IEK SCREW 410 STAINLESS 68 131022 18 x 3/4' PH TER SCREW 41D STAINLESS 69 LCS058-N5, SILL GATE SNAP IN NYLON 70 SWXAST 552 6LAZNC COMPOUND SIVA SIIANE POLYMER 71 715449 LOCK OPERATING GEAR (CORNER) SHAQM 72 896624 LOCK LNKAGE (CORNER) SIEGENA 73 81N-01 KEEPERS CORNER ( ) SELIAN 74 FCCOI5011 SFAMR SIUCONE 75 fS-047GG 1A11 BORON RNL KFiVARK ALUMINUM 6063-TES 76 131D55 18 x 1/2' PFH TEK SCREW STAILESS STEEL 77 FH-05811 135' CORNER STILE KEYMARK ALUMINUM 6053-I6 78 FS-05821 I35' CORNER CI1P KEYNNG( ALUWNW fi063-TES 79 110 x 3/4' PH TEK SCREW 18-8 STAPOESS [Hsi eATHORIZONTAL CROSS SECTION A lE BUTT STILE TO REWFORGEO FEMALE BUTTSiRE REVEgRs Dmm WE APRDMD ME LETTER DATED W 11 21, 2011 W/24/11 1 R.L. _ QED CHARTS 06/15/15 IR.L. JQHORIZONTAL CROSS SECTION 19 REINFORCED 1w CORNER ST6E 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 STILE REINFORCING BAR) IS SECURED TO FEMALE BUTT STILE OFFSET WITH ITEM #65 SEE DETAIL D/19. ITEM #41, (6000 BUTT STILE REINFORCING BAR) IS SECURED TO FEMALE BUR STILE OFFSET WITH ITEM #62 SEE DETAIL D/19. REM 142 ( CORNER STILE REINFORCING BAR) IS SECURED TO CORNER STILE WITH REM #79 SEE DETAIL E/19. ALL SCREWS ARE SPACED 6' FROM TOP ANO BOTTOM OF STILES AND ONE AT MIDSPAN. SIGNED: 0410712016 iCT REVISED 75W AMSCBRDAMDRIM lylnp wlu tna Flerlao VV 1i1✓QOL ORIANDo,IR.32932 C C t5-0Tt5.05 ii INICOAPORATBD rp°em°q�� �.,,A�Oa,w,mm m oamtt„ I03/2021 B100 SERIES ALUMINUM 90' 135' CORNER SGD ' 4'0 x 12'0 AND x PANELS — LMI CROSSSS SECTIONS 08-01172 5 D79 OF ILLY401i2 pyy 0.YWPIIW MlL MPRRFD 39 38 A IPER ME LERER DAITD 10.RCH 21. 2011 OJIZ4111 I ILL B IRMSED CRAWS 1 06/15/15 JR.L. 76 37 25 62 7 23 INTEfl/OR 51 5 6 54 56 52 24 BA 1J EXTERIOR 17 Jfi 31 63 15 ©HORIZONTAL CROSS SECTION 43 77 46 0 INTERLOCK70 HOOKSTRIP 63 58 36 3D 54 50 INTERIOR 36 INTERIOR 64 30 27 53 54 EXTERIOR 56 EXTERIOR 16 OR 75 (32 33 AND 64 34 35 SIMILAR) 47 43 31 63 74 54 QI HORIZONTAL CROSS SECTION B 1 0 IOCKSRLE7047RACKFHAME JAMB fig 60 SIGNED. 0410712016 7sw A5151ESOA DRIVE 7pg111Nry// 7 �VEgTICAL CROSS SECTION PRODUCT REVISED 0 ecompnn wimPmPmrlen WinDoor oRInNDo,7R.lzels TAACKFRAME SYSTEM WRHS'SILL RISER Bu114Mg �,, v .,,ueo SHOWN, ALL SILL RISERS 94ME USED (SEE v0a-ve. 79-0775.05 INCOTtPORA7'ED vmmnn<+v m+vvhdoorvrso ` V.,\G .tp � DESIGNPRESSURECHARTSSNEET70) 1r 1.tlon0ote1110312021 m B100 SERIES ALUMINUM 90' ' 735' CORNER SOD �! /�IOA-B}�61J('*1 4'0 x 12 0 AND SS x SECTIONS PANELS — LMI .�/.GG6j(+(T(re/sNLpT miom D ro um convoi CROSS SECTIONS TA OF j �i� wuvm: mdc xa xn i//O'�S 'CCORI�a: Q��� TJH DS-01172 B /i/iS1�Npl J�o �,.•" NTS WI 01/20 I1 —20 OF 30 IIIIIIII RM510N5 Rq o6miPiWN MiE /VJF]VFD p PER DPDE LE11ER DATED IMRCH 21, 2011 U3/24/11 I R.L. 38 29 49 50 55 27 49 29 38 D REVISED CR S 06/15/13 R.L INTERIOR 36 d EXTERIOR 29 135• INTERIOR 21 20 HORIZONTAL CROSS SECTION 48 1 MALESU7iSRLETONONRE3.'PoACED FEMALEBURS ME' 36 36 29 48 72 73 77 55 78 77 EXTERIOR 11 (!�NHOFHZONTAL CROSS SECTION NONAEINPoACE0185•CORNEASTRE 90' 48 INTERIOR i SIGNED: 0410712016 18 PRODUCT m ath ma °onan . WinDOOf oR'EAND0 FFL3M1z . \\`��`0palu�Io 7�J, eunaing �ep K muuao •J••�C ENS qtP% NDl1-No. 1&0715.05 INCORPOIIATED .•u•�myy vw.vindoxlncwm i V C•, y6 y7 48 72 73 t9 18 55 R+RRation Doto11IO312021 8100 SERIES ALUMINUM 90' h 135' CORNER SOD �'k..•y,IL'1o(F��'.��6�p'67��''L�`�+'*r D7 4'0 x ITO AND 50 x 10 D PANELS — LMI Ym T E min roue con ro CROSS SECTIONS �y1•, AT OF iy1 EXTERIOR R"" : I M NM oe-ott72 �10RIZ INTAL CROSS SECTION 7JH I1 11�� NOKAEWFORCEO SO•CORNE7t SALE s�tE NTS R"R 01�20 11T21 OF 30 1111111 ' 6LV olttrorwx ocE lP2pDero SEE REIN. A PER DADS LEREft DATED M4RCH 21. 2011 03/24/11 R.l. J6 20 23 59 40 26 62 NOTE SHEET 19 36 29 23 59 25 B REVISED CHARTS 06/15/15 RL. i INTERIOR 5t - INTERIOR 51 56 56 EXTERIOR EXTERIOR SEE REIN. NOTE 62 26 4O '59 23 29 36 SHEET 19 25 59 23 29 36 W ORIZONTAL CROSS SECTION ©HORIZONTAL CROSS SECTION REMFORCED INTERLOCK TO REINFORCED INTERLOCK NORRUNFORCED INTERLOCK TO NO FIEWFORCED INTERLOCK 25 59 23 31 36 INTERIOR 56 51 I SEE REIN. NOTE fit 25 40 59 23 31 36 i EXTERIOR SHEET 19 INTERIOR 56 36 31 23 59 25 51 R ORIZONTAL CROSS SECTION I NNONiRNFORCm IME EXTERIOR INTERLOCK NONFEINFORCED/MEflLOCK SIGNED: 0410712016 PRODUCT REVISED WinDo Oi ONdN O PML.3]H]2�� SEE REIN. av compl In IIM1 15a Flodda aullmne �n�a NoA-No. 15-0715.05 ^ INCORPOMI'P.D •Ym�yM�°1O v�evindooilnamn VJ-VEN&,-ii'w' 36 31 23 59 40 25 62 NOTE SHEET 19 E,laafnn Dale 11103MO21 8100 SERIES ALUMINUM 90' & 13V CORNER SGD . yam, Dy6�5IR HORIZONTAL CROSS SECTION 4'0 x ITO AND WOO x 100 PANELS — LMI �^ R FORCEDINTERLOCKTOREINFORCEDINTERLOCK 6T r mlmn oauce cones CROSS SECTIONS i(A(i}tE,`��pT y vp4mt owo Ho. RLv 08 D %'2S F. 0R10P.��C��` //iIS�ONA1j1�N0` TTJH NTS 0A1E 01 /2011 —D22 OF 30 1" MIN. EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHE 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 —S FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 1' MIN. EDGE DIST. 2 3/8" 1" MIN. SEPARATION I I EDGE DIST. 1 3/4" MIN. EMBEDMENT 1/4' MAX. SHIM 014 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) 1' MIN. EDGE DIST. 2 3/4" SEPARATION RM . PN OLSC9FfNW WlE APYRaYFD A PER GOE LEDFB DATED MARCH 21, 2011 03/24/11 RE B REVISED CHUITS 06/15/15 R.L. 1/4" MAX. SHIM #14 WOOD SCREW INTERIOR 1' MIN. INTERIOR EDGE DIST. FASTENER HEADS 'r— TO BE COVERED WITH APPROVED 1 BACKER ROD AND SEALANT APPROVED SEALANT A14 WOOD SCREW HORIZONTAL CROSS SECTION 2X BUCKAVOOD FRAMWOWSTAUATION CK nl 2TRACK ANN04 TRACXSIMIOR� FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 814 WOOD SCREW 1 3/4" MIN EMBEDMENT 2 3/16" �„� 1" MIN. SEPARATION EDGE DIST. VERTICAL CROSS SECTION 2X BUCKIWOOD FRAMING INSTALLATION 2 TRACK FRAME SHOWN, 31 RACK AND4TR4CKSIMILAR 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 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 139. 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 x 12'0 AND WO x 10-0 PANELS — LMI INSTALLATION DETAILS PM oxv xw Pe fJH - 08-01172 E G1E NITS — 01/20/11 s"-T23 OF 30 2 1/2- MIN. 7 1/8" SEPARATION 2 1/2' MIN. EDGE DIST. —� EDGE DIST. anA PER DADE I.ETIw4AI1C21. 2011 /w/1 11 MASONRY/CONCRETE p e IRVISM CHARTS ➢s/15/1s R.L. BY OTHERS n ' , ? 1 1/4' MIN. 4 EMBEDMENT 1 1/4- MIN. 1/4" MAX. EMBEDMENT ,I II. SHIM FASTENER HEADS OPTIONAL 1% BUCK L— 1 WITH BE COVERED B BY OTHERS, II WRH APPROVED 1% BUCK TO BE SEALANT PROPERLY SECURED 1/4"MA%. 2 1/2' MIN. 1/4' TAPCON (SEE NOTES 2 & J I II II I SHIM SHT. 10) EDGE DIST. SEE NOTE 3 t SHEET 14 IIJ OPTIONAL BUCK BACKER R APPROVED AND BY OTHERS,, SEALANT 7% BUCK TO BE 1/4- TAPOON 1/4' TAPCON PROPERLY SECURED SEE NOTE 3 SEE NOTE 3 (SEE NOTES 2 & 3 SHT. 1) SHEET 14 SHEET 14 v NOTE: � INSTALLA ION FOR 4 TRA KRATE ' SHOWN. ANCHORAGE SIMILAR FOR 7 1/8- INTERIOR 2 TRACK AND 3 TRACK SYSTEMS. SEPARATION .SEE SHEET 16 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 13B. FASTENER HEADS FASTENER HEADS TO BE COVERED TO BE COVERED WITH APPROVED WITH PROVED 2 1/2' MIN. 4 . /4' TAPCON SEALANT SEALANT DIST. 1 SEE NOTE 3 SHEET 14 1/4" TAPGON SEE NOTE 3 FASTENER HEADS SHEET 14 1/4' TAPCON MASONRY/CONCRETE TO BE COVERED - + - SEE NOTE 3 BY OTHERS WITH APPROVED SILL TO BE SET SHEET 14 SEALANT IN BED OF APPROVED 1 1/4" MIN. APPROV ROD AND RO)WZONTALiCROSS'SECTION SEALANT OR EMBEDMENT BY OTHERSTBACH'FRAM1fEBHOW_N,'2TRAC NON -SHRINK GROUP ANOSTRACK5IMlLAR q P IGNE : 04/07/2016 P v. / .v mROmUCT REVISED Pongn WjnDoox OBLAINDI,PL32837 \\\\$4R ILL p,�i MASONRY CONCRETE g1T �"' BY OTHERS I HOIA-No. o B 15.0775.05 INCOSIM111!D p16i,��.0 H°0 �x...�,nduoNrc,cyn t\�:,�•ti�G�NSF?Up''; 2 1/2' MIN. 6 15/f6' SEPARATION 2 1/2' MIN. I e.plrnuon Det 11/03f2021 woo SERIES ALUMINUM 90' & 135' CORNER SGD fir• 0„826 EDGE DIST. EDGE GIST. i" De 4'0 x 12'0 AND LA x 1DE PANELS - LMI �(,lpl�VP. VERTICA�ROSS'SECTION minor Pro ud contra INSTALLATION DETAILS pO' BTATB OF MaSONRY/GONCRETEINSTALIFRON Toxax: orco xa OB-01172 aanumr Oran I" MIN. _ EDGE GIST. DOUBLE 2X BACKED - 20GASTEEL 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-1 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 i/4" MAX. SHIM 914 WOOD SCREW INTERIOR FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT #14 WOOD SCREW 1 3/4" MIN. EMBEDMENT I 2 3/16" 1 I I 1" MIN. —'1 SEPARATION --T' EDGE DI. VERTICAL CROSS SECTION 2X DACKED STEEL FRAMING INSTALLATION 2TRACKFRAMESHOKX3TRACK AND4TRACKSLMIIAR 1 3/4" MIN. EMBEDMENT DOUBLE 2X BACKED 20GASTEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) L_ 1" MIN. EDGE DIST. 2 3/8" SEPARATION 1" MIN. EDGE DIST. BACKER ROD AND APPROVED SEALANT RWSONS OLS Rm. WIE MPI14rE0 MOE LEHER DATED M H 21. 2011 03/24/11 1 R.L. im CHARTS JR.L. 1/4" MAX. SHIM A14 WOOD SCREW . INTERIOR `1- FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 414 WOOD SCREW HORIZONTAL CROSS SECTION 2KBACKEDSTEELFRAMINOINSTALLAT/ON 2 TRACKFRAMESHOWN, 8 TRACK AND47MOKSIUMM EXTERIOR 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 13B. SIGNED: 04 BIth1ho n.aE. WinDOOY ORLANr)OPOL32832�Ve `YGT111�III 15.OT15.05 LLNCORPORA.THU m�"io• eiam wwxlndooaMxom V�•V�GEI 1110312021 B100 SERIES ALUMINUM 90' & 135' CORNER SOD �0(y�I.�RB(/A� �— 4'0 z 12'0 AND 5'0 z 10'0 PANELS — LMI �71T E oevcu�t onTroi INSTALLATION DETAILS i nw:mx o'xo xa z13 7 F<Dq �i/ ••• TJH oe—01172 B /i/AS�QNAI u NIS mw 01 20 11 �T25 OF 30 111111 PM59N4 ON DUMPTON DATE M ROWO 1 3/4" MIN. A PER NOE LERER DAZED MARCH 21. 1011 OS/24/11 1/4" MAXMBEDMENT SHIM 1 I B PEYiSEO CHARTS DD/IS/1S R.L 814 WOOD SCREW I I" MIN. EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) INTERIOR EXTERIOR HOOKSTRIP CROSS SECTION 2KBUCIWIOOD FRAMING INSTALLATION 1 1/4" MIN. EMBEDMENT 1/4" MAX. ���III SHIM 1/4" TAPCON SEE NOTE 2 SHEETS 14 AND 15 III��� I I I 2 1/2" MIN. .. EDGE DISL V. 1X BUCK BY OTHERS, , 1X BUCK TO BE PROPERLY SECURED (SEE NOTES 2 & 3 SHT. 1) D MASONRY/CONCRETE ar oTHERs INTERIOR EXTERIOR 1/4" MAX. SHIM #14 WOOD SCREW —p 1" MIN. EDGE DIST. DOUBLE 2X BACKED 2OGA.STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) INTERIOR EXTERIOR HOOKSTRIP CROSS SECTION 2XBACKEDSTEELFRAMINOINSTALLI7ION WinDoox DA1;D T� INCORPORATED a m�in;m aruiMoedncmm 0100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 K 12'0 AND 5'0 x 10'0 PANELS — LMI INSTALLATION DETAILS PAx'x: DOG NO. Do 'JH 08-01172 B SIGNED: 04/07/2016 i TOP OF PANELS OVER 10'0 HIGH UP TO 12'0 HIGH TOP OF PANELS UP TO 10'O HIGH Keeper locations 90° and 136' corner anDIS Holaht(InH Kea er Locations BO 11, 2, 3 4, 6 end 9 64 .2,3,4,6a0d9 00 1,2,3,4.5.6eM9 eB .2,3,4.6,6end9 1D'2 1.2.3,4,5,6end9 106 1.2,3,4,5,6,7and0 114 1,2,3,4,5,6,7.6nnde 120 1. Z. 3. 4, 5, 6, 7, Band 9 126 1. 2.3, 4.5.6, 7. 6, 9 and 12 132 1, 2, 3,4.5,6, 7. 9,R12 eM 12 138 1. 2, 3.4. 6, 8, 7, 9, 9, f0, 11 end 12 144 1,2.3,4,5, 8, 7. 0, 9, 10, fiend l2 KEEPER LOCATIO 11 13 61/64" FOR ALL PANELS UP TO 10'0 HIGH PANEL LOCKING HARDWARE LOCATIONS AT90°AND 195°CORNERS LOCKING HARDWARE NOTES: 1) LAYOUT IS FOR ALL PANELS UP TO 12'0 HIGH. 2) MAIN OPERATOR HANDLE OPERATES KEEPER LOCATIONS i — 6. SECONDARY OPERATOR HANDLE OPERATES KEEPER LOCATIONS 7 —12. 10 27/32" Rmson NwRIP m DADE LETTER DATED MARCH 21. 2011 10 CWU KEEPER LOCATION 6 KEEPER LOCATION 5 KEEPER LOCATION 4 60 5/32" KEEPER LOCATION J 59 1/8° m7c 122 3/16" 113 9/54' 95 5/64° 86 3/64- 50 3/32' CENTERUNE OF SECONDARY KEEPER LOCATION 2 31 1/04" OPERATOR CENTERLINE 41 1/16" HANDLE OF MAIN LOCATION 1 20 63 64° HAOPERATOR DLE —� / NOTE 2EE 11 61/64' I SHEET 27 SEE NOTE 2 SHEET 27 15-0715.05 INCORPOTtATRll p.eauiiaim aww.Mndvodncwm 11/013/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD �— 4'0 v 12'0 AND 5-0 x 10-0 PANELS — LMI LOCKING HARDWARE LOCATIONS 08-01172 ♦, sQ 4 TRACKFRAMEJAMB ALUMINUM 6063-W.075'THICK 1 1/4' F 13/32" Ll T 15/32" — i LL11E MI'ftOl'ED 3/4' q PER DARE LETTER WED MARCH 21, 2011 W/24/11 R.L 1 1/4" D RLYISEO CHARTS 06/15/15 ILL. 11/18" 9.345° r n 37RACKSILLPAN ALUMINUM 6067-i8.085'THICK 6 45/64' 13/4" 6 51/64' 13/16" 61/64rT - _ — O5 4 TRACKFRAME HEAD 1z 3 TRACK SILL INSERT ALUMINUM6=-T6.075-HICK ALUMINUM 6W.T6.076' THICK L[ 5 3/32' 9.09" 3/4< 3/4 to 3 TRACK FRAME JAMB171 2• ALIIMINUMW63-T6.W6•THICK 11/i6' 7 1 1/2" T 11/16' 1 O2TRACK SILL PAN ^ �L ALUMINUM6003-T6.075-HICK `' J 4 TRACK SILL PAN 7LUMINUM 60046.06S THICK 4 27/64" 13/16. a 4 U 61/64" —7 02 TRACK SILL INSEAT AWMOJLIM'063 T6.076TMCK O2 TRA 1 FAAME JAMB ALUMINUM60E6-76.076'THOK r 3/1g" 1 39/64" 251NTERLOCK COVER ALUMINUM 606716.051'THICK 4 19/32"�`I�� 1 3/4" � �� I L@ 2�TRACK FRAME HE40 lul AWMINUM6060.T6.076' THICK {.� 0 31 /32" 1 3/4" Q 3 TRACK FRAME HEAD ALUMINUMW63 T6.076-THICK 9 5/64" 13//1 6" Ild +lFLL K4:'j 5. — L�J�S'r'II 161/64" O 44/TRACK�SILL INSERT �-T ALUMINUM 606&76.075' THICK THO AM6'1'SRDAIM DRIVB 0RLANDO,M3M2' �nuvilmii� wwvwindowirssom 8100 SERIES ALUMINUM 90' & 135' CORNER SOD 4'0 x 12'0 AND WO x 10'0 PANELS - LMI COMPONENTS 08-01172 SIGNED: 0410712016 Jy 4 I-- 3 1/2" —.1 1 3/4' C:l L 2 5/16" (B LALU N STILE INTERLOCK MINUM B068-TB.OBO.7NICK I--j�3=1/2°�--1 I --emu IT4- 17 LOCKSTILE ALUMINUM6068-T0.080.7HICK 4-- 2 47/64' --.1 I 1 I .25' 2 11/64" 125" r .25" 4 5/e" -1 -� I 20 FEMALE BUTT STILE EXT. OFFSET ALUMINUM5060-T6.080• THICK 2t MALE BUTTSTILE EXT. OFFSET ALUMINUM 8069-i6.orT NICK --I 1 9/16' L I 7 3 29/32" 16 B07TOMRAIL ALUMINUM 6OW- T6.080'THICK 2' RMSIONS ]j�,/4- 11/2nDINEA PERDARELLTTERDATED MMCR 21, 2011 03/24/11 R.L. 168" 1 45/64' I 8 IRMSED CHARTS 06/15/15 R.L. 75 TALL BOTTOM RAIL 15 TOP RAIL ALUMINUM6065-T6,080'THICK. ALUMINUM600T6.090-THICK 1 29/32" f- 40 INTERLOCK REINFORCINGBAR ALUMINUM 6005S5.IB8' THICK F 3/8" 1 23/31 J .125",375° 1 37/64- 41 6000 BUTT STILE REINFORCING BAR ALUMINUM6061-T6.375'THICK S. 42 90° & 135° CORNER STILE REINFORCEMENT ALUMINUA1600-T6.159' iHILY( 1 3/4' 4 1/2" 6" LVL 18 90°CORNER STILE ALUMINUM 60B6-M.AH•THICK 1 15/16- 1-i' t6" Li 42 900 CORNER CLIP ALUMINUM 606T-T6.101'THICK 1 3/4" 4 3/8" s° 77 135° COflNEfl STILE ALUMINUM60BB-T6.001•THICK ice��(/(/Q/�� 1 33/64" 1 19/32"-J-L�-// 76135°CORNER CLIP ALUMINUM 6056-70.101• THICK SIGNED.' 0410712016 8100 SERIES ALUMINUM 90' & 135' CORNER SGD 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI COMPONENTS TJH 08-01172 41y + 13/16" T,_ 3 1/2 I I TiU 1.74° t3/tT 32 13/4"SILL RISER ALUMINUMOO-T6.060'THICK �---F 13/16" 3a POCKET DOOR HOOK STRIP MOUNT AWMINUM 60&9-T6.0]6'THICK 2 24" sn 2 7/4°SELL RISER AWMWUM6663-M.060'THICK Lr�I 22 23/32" {{ 31/32'L I �.---I- 13/16" 39 POCKET ODOR HOOKSTRIP COVER ALUMINUM 6065-76.076"THICK 2. 9" 34 3° SILL RISER ALUMINUM606146.OBM'THICK .831" rc Fc 19/16" (iIPOCKETDOOR HOOKSTRIP LL I ALUMINUM 60$3 T6.050'THICK 3.49" 35 3 1/2" SILL RISER ALUMINUM 6003-T6.000'THICK 3 9/32' --•� 9/32" J O PLAIN STILE INTERLOCK ALUMINUM 6063-T6.06P THICK 7T1—] �1 II 1/a- 28 9/16"HORIZONTAL GLASSSTOP ALUMINUM 716.070'MICK 1 21/32' 1 7/H 29 9/16"VERTICAL GLASS STOP ALUMINUM6063.76.070'THICK I RE I m1cwmox I DATE I /YPROVfD A PER BADE LETTER GATED WROH 21. 2011 03/24/11 R.L. B RM6E0 CN4RT6 OB/15/15 R.L. (-1 II 1 11/64" —11 T % °= 5�- F'- 45/64-TL�IIT 301"HORIZONTAL GLASS STOP ALUMINUM 6063•T6.20'THICK D PANEL STILE JAMBINSERT ALUMINUM 606.€48.076'TN/CK i 21/32" 1/4.. 1 T-Ezzzzi�/B-T 3t I" VERTICAL GLASS STOP ALUMWUM 6063-T6.20' THICK LJ 2 23/64" 45/64" -F�3 BUMPER JAMB INSERT ALUMINUM 6063-T6.060'TNICK 7300AMSTERDAMDI WinDooz ORLANDO,PL32632 SNCORPOAA'Lm 3)il— {- 27/32" e U 13 EAD INSERT AWMINUM600.T6.060-THICK 3/8" 17/6 4 ao SPACER ALUMINUMAW3000.01STHICK 8100 SERIES ALUMINUM 90- M 135- CORNER SGD 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI COMPONENTS SIGNED: 04/07/2016