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HomeMy WebLinkAboutNOASCANNED BY M®DADE St. Lucie County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION. NOTICE OF ACCEPTANCE (N RFf FT1/Gn WinDoor, Incorporated 7500 Amsterdam drive Orlando, Florida, 32832 MAY 2 9 2019 CIE COIJy�VTY BOCCk SCOPE: LST.,LUcte County, permitting I This NOA is being issued under the applicable roles an regu a ro veining 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 AHD (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted'manner; the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the, use of such product or material within their jurisdiction. RER reserves the right to revoke. this _acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the, requirements of the applicable building code. This product is approved,as; described,herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "8100" Aluminum Sliding Glass Door W/WO Reinforcements-S.M.I. APPROVAL DOCUMENT:' Drawing No. 08-00878, titled "8100 Series 'SMI: Reinforced & Non - reinforced", sheets 1 through 27 of 27, including sheets,5A; 6A, 7A, 14A, 18A, 20A, 21A,,22A, prepared by manufacturer, dated 12/03/09 with Revision-D dated 11/30/17,'signed and sealed by Luis K Lomas, P.E., bearing the ,Miami-Dade.County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant LIMITATION: 1. 3-1/2" sill riser item # 36(sheets 1 thru 7A) is limited to positive (exterior) Dp.=+100 PSF, item #37 (4- 1/2")'sill riser to be used above +100 psf, LABELING: -Each unit shall bear a .permanent label with the: manufacturefs name or logo, city, state, modell series, and following statement: "Miami -Dade County Product, Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively -affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then,it shall be done in its entirety. 1 , INSPECTION: A copy of this entire NOA' shall be ,provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request.of the Building Official. This NOA revises NOA # 15-0723.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P. E. .5. 2 • NOA No. 17-1219.07 Mwn�DADE COUNry 07 /4'U) Expiration Date: March 31, 2021 Approval Date: July 26, 2018 Page 1 WinDoor; Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTTED 1., EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. T 0-0209.13) 2. Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non -reinforced', sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A,' 18A, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision C dated 06115115, signed and sealed by Luis R. Lomas, RE, .B. TESTS I , 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance'Test, per FBC, TAS 202-94 - 4) Small Missile Impact Test per FBC; TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1; TAS 202-94 Along with marked -up drawings and installation diagram'ofAluminum Sliding Glass,' prepared by National Certified Testing Laboratories Inc, Test Report NCTL-210-3573-3 dated 07/31/09•and revised and reissued -on 12/16/10 and NCTL-210-3573-4 dated 07/30/09 and revised and reissued on 12/16/10, both signed & sealed by Gerald J, Ferrara, P.E. _ (Note: This test reports have addendum letters dated 08/03/10 &11/29110, issued by National Certified Testing Laboratories Inc., signed & sealed by Gerald J, Ferrara, P.E. (Submitted under NOA No. '10-0209.13) ' C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC-2014, dated' 07/14/15 and last revised on 03/09/36, prepared, signed and sealed by Luis R. Lomas, P.D. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. ' Miami—Dade`Department of Regulatory and•Economic Resources'(RER): E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring'on 07/04/18. 2. .Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc., for "Kuraray Butacite ® PVB", expiring on 12/11/2016. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for "Saflex CP — Saflex and Saflex BP Composite Glass Interlayer w/ PET co expiring on 11/11/2018. ifang Zhao, P.E. Product Control Examinor NOA No. 17-1219.07 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-1 WinDoor. Inc. NOTICE OF ACCEPTANCE: 'EVIDENCE SUBMITTED F. STATEMENTS 1: Statement letter of conformance, complying with FBC-2014; 5th edition, issued, prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas, P. E. 2. Statement letter of no financial interest, issued, prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas, P.E. 3. Laboratorycompliance statement, as part of above referenced test report. G.' OTHERS' 1. Notice of Acceptance No. 12-0130.14, issued to Continental Glass Systems, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on 04/09/12 and expiring on 03/31/16. 2. Test Proposal #08-0955B (consolidated) dated 01115/09, approved by BCCO. (Submitted under NOA No. 10-0209.13) 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-00878, titled "8100 Series SNU: Reinforced & Non -reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision D dated 11/30/17, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. NOA No. 17-0712.03 issued to Eastman Chemical Company (MA) for "Saflex CP — Saflex and Saflex HP Composite Glass Interlayer w/ PET core" (formerly Vanceva), expiring on 11/11/2018. Sifang Zhoo, P.E. Product Control Examinor NOA No. 17-1219.07 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-2 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1., Statement letter of conformance, complying with FBC 61h Edition (2017), and of no financial interest, dated November 30, 2017, issued, signed and scaled by Luis R. Lomas, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0723.10, issued'to WinDoor, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on 04/07/16 and expiring on 03/31/21. . Mang Zhao,P.E. Product Control Examiner NOA No. 17-1219.09 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-3 '0' MAX. FRAME HEIGHT 118 7/16" MO. PANEL HEIGHT 108 21/32' MAX. D.L.O. HEIGHT L 48" MAX. NOMINAL -I AD- REINF. REINF. REINF. X- X�- X X I X I x I s' 8100 SERIES 4'Ox 10'0 SMI SGD S WEEP SLOT TYPICAL ELEVATIONEX7EROR VIEW WEEP SLOT 1' X .1875' TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS 15 VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. - NON -REINFORCE UNIT WITH SILL RISER RT5 DESIGN PRESSURERATING 1 PCV61YN5 a6CWRpN MlC MPR3VCp D-I REVISED PER'NEW REOUIREMWS 11/30/17 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED I TO COMPLY WITH OF THE FLORIDA BUILDING POCKET WALL CODE 6 h. EDITONREQUIREMENTS( 'UNDER 2, WOOD FRAMING/IX OR 2X BUCK. 20 GA. 2X WOOD BACKED APPPROV�AL. 70 II - STUD OR SP TO DESIGNED BE RENEWED AANND ANCHORED OEEL ORPERLOYNCRETE TRANSFEREALLGLOOADSET 0 AHJ. -II STRUCTURE. WOOD FRAMING/lX OR 2X BUCK, 20 GA. 2X WOOD BACKED STEEL STUD OR MASONRYT/CONCRETE OPENING I IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. I . 3. ALLOWABLE STRESS INCREASE OF WAS NOT USED IN THE , HER DESIGN .OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION tl FACTOR WAS USED FOR WOOD ANCHOR CALCULATIONS. JI 4. FRAME MATERIAL: EXTRUDED ALUMINUM .075' THICK. MATERIAL. 6063-TB PANEL MATERIAL: EXTRUDED ALUMINUM .080' THICK. I6 MISSILE 5, UNITS MUST GLAZEDSULATE WITH SMALL MISSILE IMPACT SINGLE LAMINATED OR INSULATED LAMINATED GLASS AS SHOWN IN R I GLAZING DETAILS ON SHEETS 11 AND 12. PER ASiM EURRICA 4. 6. HURRICANE PROTECTION DEVICES ARE NOT REQUIRED IF THE ANY UNITS ARE USED PROVE 30 FEET IN HEIGHT IN ANY OR ALL STRUCTURES, 7. APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK, 4 TRACK OR 5 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS. /MPACTMGNO t70.OPSF sMAu MISS/LEIMPAGT 8100 SERIES 4'Ox 100 SMINON-REINFORCED SGD FOR WOOD MASONRYIDONCRETEAND MEFAL INSTAWTTON ZTRACKLAYOUT - FOR ADOFDONAL SIZES SEESHEET7 REINFORCE UNIT WITH $ILL RISER 06AND R37 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' WTN SILL RK. RMSANDW7' DESIGN PRESSURE RATNG IMPACT RATING t72.OPSF SMALL M/S91LE1MPAC7 FOR MASONRYAMUCRETEAND MErAL INSTALLATION FOR WOOD /NSTAW7fON 8100 SERIES 4'Ox 10'0 SMI REINFORCED SGD - FORADDITIONAL52ESSEESHEET7A _ FORADDMONALE¢ESSEESNEET7A 2TRACKLAYOUT NOTE: - MAXIMUM AREA OF ALTERNATE S12ES MUST NOT EXCEED FRAME AREA OF 3605q. FEET. TABLE OF CONTENTS SHEET NO. DESCRIPTION I - 6 ELEVATIONS, HORIZONTAL CROSS SECTION'. 7 DESIGN PRESSURE CHARTS 8 - 10 ANCHORING LAYOUT, NOTES AND DETAILS 11 - 12 BILL. OF MATERIALS AND GLAZING DETAILS 13 - 19 CROSS SECTIONS 20 - 23 INSTALLATION DETAILS 24 - 27 COMPONENTS PRODUryC1T RENNSED tM Maeda `�%'i3� T300AMSDULOAMDREVU ••y'��DY OAIANDO, FL 978f2 DsICORPORAIRD NOTES tl.%rpTA.wIth NawNo. 17-121S.0T rwlmmn o G71]1rbD31 MY 8100 SERIES SMI REINFORCED & NON -REINFORCED 4'0 X 10'O_PANEL_ 2TRACK ELEVATIONS _ _ __ MUN'N: Till m W. 08-00878 PLY 0 mlem ea pm an coPlep ". NIS MW 12/03/09 �mI OF 27 SIGNED: O6/19/7018 DESIGN PRESSURE RATW13 IMPACT AATWG t110.OPSF SMALL Anss/LE1MPAer 98 F H ocsauPnox w.s ./tPMM1to REVISED PER NEW REQUIREMENTS I f1/30/17 JR.L. 60' MA358 1/2" OVERALL TESTED FRAME WIDTH X. PANEL WIDTHNOMINAL MAX. D.LL.O.O . WIDTH MAX. GHT 96 7/16' MAX. HEIGHT _ PANEL . HEIGHT IREINF. X » X / I REINF. _ M_ X - / I REINF. 41 X - / X / I i POCKET WALL UNDMAXBE APPROVALSEPARA. BEBREVIEWED Y AHJ. II Fy D.L.O. X s' WEEP SLOT I 8100 SERIES 5'0 x 82 SMI SGD NOTE: JMAXIMUM WEEP SLOT 1' • .1875" TYPICAL ELEVA7IONEMERIOR VIEW NOT EXCEED FRAME AREA OF 360sg5 EET? TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE ODES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. A 8100SERIES 5'0 x 82 SMI NON -REINFORCED SOD 8100 SERIES 510 x 82 SMI REINFORCED SGD 2TRACK"W117 ZTRACKLAYOUT NON. REINFORCE UNIT WITHSILL RISER w _ REINFORCE UNIT WITH SILL RISER MAND 037 REINFORCE UNITWRH SILL MEER 936AND#37 DESIGN PRESSURE R477NO IMPACT RA771W t7o.OPSF Rom' MISS/LEAIAACT FOR WOODMASONRYAx)NCRETEANDMETAL INSTALLATION FORAOD NONALSIZESSEESHEET7 DESIGN PRESSURE RATWO IMPACT R47INO tl fO.OPSF Swu MISSILE IMPACT 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' DESIGNPRESSURERAPNG AlPACTRAT/NG t81.3PSF SMALL MISSILEIMPACT 7500AMSLEADAMDRLVB WinDoor ORLANDO M37S32 INCORPOL 7ED 8100 SERIES SMI REINFORCED & NON —REINFORCED 5'0 X 6,'2 PANEL 2TRACK ELEVATIONS OF SIGNED: 08/19/201 S No. U514 120' FF HE PR96Y5 p[V CLSCMFPDX 290 3/8' OVERALL TESTED FRAME ;ADTH N D RMSED PER NEW REOUIREMENTS 48" MAX. NOMINAL 40• MAX. PANE WIDTH D.L.O. MDL- , REINF. .o REINF. MAX. kME CHT 118 7/16' - REINF. MAX. HEIGHT PANEL * 108 21/32' O X I 'X X X MAX. ' HEIGHT D.L.O. . 6- TO 8100 SERIES 4'0 x 10'0 SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN U\ 1 — APPLICABLE AS LONG ASJNDMDUAL PANEL SIZE DOES NC SIZE AND USE VERTICAL CONDMONS AS 8100 SERIES 4'0 x 10'0 SMI NON -REINFORCED SGD 48 HEAD 3TRALKL4YOUT 49 SILL DESIGN PRESSURE RARNO IMPACT RATING 370.OPSF �M' MI$6Su4u A0T FOR WOOD MASONRY/CONCRETEAND METAL INSTAL1A1 ON FORADDFRONAL SUES SEESHEET7 tf10.OPSF MR A°PFP'FO w/17 R.L. NOTE; MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. IS \_ WEEP SLOT 1" x .1875' TYP. LOCATED AT ALL L VERTICAL CENTER LINES 8100 SERIES 4'0 x 10'0 SMI REINFORCED SGD a8 HEAo 3 TRACKuroUT qg SILL ND SILL RISER Rf6'AND/37 REINFORCE UNITWITHSILL 1715 I36A 037 U IMPACTR47ING DESIGNPRESSURERAT/NG IMPACTRATING M1SSILEIMPACT 372.OPSF MISSISM4MPACT AND METALINSTALLATION FOR WOOD INSTALL4RON ZES SEE SHEET 7A FOR ADDITIONAL SIZES SEESHEET 7A SIGNED:06/19/2018 �v7 7500AMTERMDAIVR WmDOOY DA `\\\V1111111/II/// ORTANDO,FLUFa+ J\?R:•��42q! ��� IEVISED TNCORPOAAI'ED Ire vw,a�vdaodocwm Vi J'aE•'•.5 ••••. 'i YXIIH FbfMC � No. 62514 8100 SERIES SMI REINFORCED & NON -REINFORCED 4'0 x 10'0 3TRACK ELEVATIONS _•......... 17-1219.01 -*; *- 1o3'37TbO21 ''� C.UM1l T Pi0 NO.. 08'380F D oEo NTS °Fh 12/03 09 27 I HEI r. 362 3/8' OVERALL TESTED FRAME WIDTH 60' MAX. NOMINAL �,�I� 52' MAX. PANFI wInTH .I I D.LO. WIDTH REINF. I REINF. I- % REINF. 96 7/16- MAX. PANEL HEIGHT 21 /32' O O X X X X MAX.86 MAX. D.L.O. HEIGHT DHT 6; TO 8100 SERIES 5'0 x 82 SMI SOD WEEP SLOT TYPICAL ElEVA7ONN EXTERIOR VIEW - (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 7- 8100 SERIES 54) x82 SMI NON -REINFORCED SGD 9TR4CKL4YOUr NOPF REINFORCE UNIT WIN SILL RISER ME DESIGN PRESSURERAlWO IMPACT RATING 170.0PSF SMAD- MISSILEIMPACT FOR WOOD MASONRYXONCRETEANDMETAL INSTALLATION FORADDITIONAL SIZES SEESHEET7 _ R[v o[ecm w wn nrRRweQ D REVISED PER NEW REQUIREMENTS 11/30/17 R.L NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360vq. FEET. 4) `- WEEP SLOT 1' x .1875' TYP. LOCATED AT ALL VERTICAL CENTER LANES ©` 8100 SERIES 50 x 82 SMI REINFORCED SGD . 3TRACKLAYOUT 9SILL REINFORCE UNITWITHSILL R/SER096ANDJ37 REINFORCE UNIT WITH SILL RISER 036 AND J97 DESIDN PRESSURE OA77Nt3 IMPACT RATING l;10.0PSF SMALL MISStLElMPAC7 DESIGNPRESSURERA77NG IMPACTR477NO 381.SPSF SMALL MISSILEIMPACT iNRGDONORETEANDMETAL INSTALLATION FOR WOOD WSTALLATION SIGNED: Os/i8rr078 RADDIIONAL SIZES SEE SHEET7A FORADD77ONALS2ESSEESHEEr7A W]�..7� 75001IMSTERDAMDRIVE i1DOOr `T[OW11,11" ORIANDO�PL371132 RODUCT REVIBED INGORPOAATCD m>m _- - - . `!:.,.3c '•;� y wMN Ms FlPAEn R100 SERIES SMI mmng a lA-Na 77-7279. gNm02514 ' �•` REINFORCED & NON -REINFORCED ='A' // i 2 PlntbR D�Q1J7rzazt 5'a x e'2 3TRACK ELEVATIONS TJH scu[ 120' FF HE i Pfl DESCRIPTION MiE .VPPDYm 286 25OVERALL TESTED FRAMB WIDTH 48P ' EVI - 48" MAX. NOMINAL 40" MAX. ""D RSED PER NEW REQUIREMENTSH/30/17 R.L. PANEL WIDTH D.L.O. WIDTH. REINF. _ REINF. %ME REINF. QHT 118 7/16" MAX. HEIGHT PANEL , 41 108 21 /32" O - O 1 X x I X. X MAX. D.L.O. HEICHi ' 6" TO WEEP SLOT NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF, 360sq. FEET. 8f00 SERIES 4'0 x 10'O SMI SGD TYPICAL ELEVA TION EATERIOR VIEW WEEP SLOT 1" x .1875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP, LOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS �`(1 AS SHOWNL.'�`mj�\`�y� DESIGN PRESSURE RATUIO /MPACT MT 1N0 t70.OPSF SMALL MISSILEMPACT - FOR WOOD MASONRY/WNCRETEAND METAL INSTALLATION FORADDMONALSGESSEESNEET7 °p 8100 SERIES 40 10'0 SMI REINFORCED SGD 4S HEAD L I 4TRACKIAYOLT 49 SILL REINFCRGELWRWRN SILL RISEROSANDN7 REINFORCE UN?WR1ISN. R/SERAISANORI7 DESIGNPRESSURERATWG IMPACTRATINO 3110.''PPSF I 6MALL MISSILE IMPACT DESIGNPRESSURE RTA'O IMPACT TING t72OPSF SMALL MISSILE IMPACT ELATION FOflWWO/N61AlUUCW { FOAADDITIONAL SDE9 SEE SHEET ]A Wi��7� 750DANSTERDAMDRIVB nDoor OALL9D, PL J28Ja INCORPORATED IP°�'m+n�''mm� avaaedoodnemm 8100 SERIES SMI REINFORCED & NON —REINFORCED 4'0 x 10'0 4TRACK ELEVATIONS SIGNED. 061192018 No. 120' FIR HE I RM9IXR 286 25/32' OVERALL TESTED FRAME WIDTH ary o{WcRlma1 wiE arraov[o 48" MAX. NOMINAL 40"'MAX., .I D--I REVISED PER NEW REOVREMENTS 11/00/1] R.L. PANEL WIDTH D.L.O.' WIDTH REINF. REINF., . IE REINF. OHT 118 7/16" MAX. HE] PANEL C14T 108 21/32" 0 0 X X X- X, MAX. D.L.O. HEIGHT 6" TO WEEP SLOT NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF,360sq.. FEET. 8100 SERIES 4'0 x 1010 SMI SGD TYPICALELEMIONEATERIOR NEW WEEP SLOT 1" x .1875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS 15 TYP. LOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS AS SHOWN.mJ r HI6EH765 DESRINPRESSURERARNG IMPACTR4TING t70.OPSF SMALL MISSILE NRACT FOR WOODMASONRY/CONCRETEANDMETAL INSTALLATION FORADDITIOMALSOESSEESHEET7 ' IFORCE UNITWITN SILL RISER/56AND037 REINFORCEUNITWITHSILLRISER036ANDO27 NPRESSURER47/N0 IMPACT RA7RKT DESIGN t110.OPSFD' MA651LE MPACi SONRYICONCRETEANDMETAL WSTALLA710NI FOR WOOD/NSTALLIDON SIGNED: 0611912018 F DDIR L SIZESSNE ADDITIONAL SIZES ESN A 75MAMSTERDAMDRNB WinDoox `1�p11D11/1I]I OATANDD.PL52652�o4 -JNM-'• PRODUCT REVISED INCORPORATED ILw �,,ymmm .`_ V:'S' v vam l n w M. FIw10v B.I121nj �� — Nm E2514 8100 SERIES SMI No"- 17-1211 7 REINFORCED & NON —REINFORCED NmimNon"OSIN12021 4'0 x 10'0 STRACK ELEVATIONS PRES6URERADNO IMPACT RATING t720P$F SHILL MISSILE IMPACT F HEI 358 3/4- OVERALL TESTED FRAME WIDTH _ 60" MAX. NOMINAL PANEL.WIDTH RME REINF.' REINF. / 96 7/16-E32" MAHEICHT,ANEMAX. 86 MAX.H 6• TO WEEP SLOT ®.,1 8100 9ERIES SOX 82 SMI SGD 7YPIGA7. ELEVA770NEMER/OR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. D DESIGN PRESSURE MPH: IMPACT RI 370.0PSF SMALL MISSREIMPACT FOR WOOD MASONRYAbNCREZEAND METAL WSTALLAIIII FOR ADDITIONAL SIZES SEE SHEET 7 pEscnlpnav' wrz tarerem>:D RLVISED PER NEW REOUIRENENTS 11/10/17 NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. `- WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES DESIGNPRESSIIRERAPNO IMPACT RA17N0 OESfGNPRESSURER477NO IMPACTRATWO I t110.OPSF 8 MISSILEIA4'ACT t81.$PSF sMau MI556EAfPAGT FOR MASONRWOONCRETEAND FORADORWNALSIZESSEESHEETTA METAL INSTALLATION FORWOOOINSTALLATICN FORADDMONAL SIZES SEE SHEET7A SIGNED: OCJ19Lz018 7500ANSTERDAMDALVE WinDoor DRLLIDD,LLO]A]2 INCOAPOTLITPD Im mm'.1 �,.•. `0NWIIIIIryIL .`JYS R: LQRp.'%., : �':• �10ExsB '•.•S` PRODUCT REVISED Cg,.pl with tlm"1 xvaeaeIn xo�-No. 77-7279.D7 Na 62b14'• � = Z'D%/,eA/O$`_ 8100 SERIES SMI REINFORCED & NON -REINFORCED WO x 8'2 PANELS 47RACK ELEVATIONS _-- p�mwxen- _ _ .: - �71aWE0F Y/. H:.G��; '%i pw.wx: pxc rw. Iry DY TJH 08-00878 D �. S ' ��" tx�@'oNAiIEI``� mlpm m ° scut NTS pmt 12/03 09 WEU6 OF 27 98' FR HE 1. FEV DESCWFIbN WR MPFWED D 'REVISED PER NEW REOUIREMENIS 11/30/17 R.L. 358 3/4- OVERALL TESTED FRAME WIDTH - 60° MAX. NOMINAL - -- 52' MAX. PANEL I WIDTH _ D.L.O. WIDTH 96 7/16" M HEIGHT EL / REINF. I I REINF. I I REINF. MAX, 88 21/32 0 0 X X x x 4ME MAX_ G.L.O. I HEIGHT ` NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. 6-TO J 8100 SERIES 5'0 x 82 SMI SOD WEEP SLOT 1 TYPICAL ELEVATIONExTERICR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS WEEP SLOT 1' X D AT ALL APPLICABLE AS LONG AS INDIVOUAL-PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES USE VERTICAL CONDITIONS HOWN A15TS.A 6;* Ci5'1 DESIGNPMSURERADNG PAPACTR477NG 370.OPSF SMnu MISSIIEWACT FOR WGOD MASONRY=NCRETEAND METAL INSTAUAT70N FOR ADD171 MIAL 62ES SEE SHEE77 8100 SERIES 5'O x 87SMI REINFORCED SGD 48 HEAD 6TRACx LAYOUT 49 SILL REINFORCEUN/TWRH SILL RISERMOAND107 REINFORCE UNIT WITH SILL NISER036AND 027 CTRQIND DESIGN PRESSURE RATMO IMPACTRATIN3 381.3PSF SUAD. I LEA acr MISSILEIMPACT INSTALLA77ON FORWOODIN,STALLARON SIGNED:06119/2018 EET7A FOR ADDITIONAL SIZES SEE SHEET ]$ID AM$'1'BRDAM DRIVB WinDoor ORL ``1U111IIIll/7j' i�%, DO.FL3]%,2 `J�J\$R:•LO ACORPORAIED °n, y,F.,, a.,.,J, `` Yi �OFRsp"'•.V' JH X DESIGNPRESSURERARNO /MPA 3110.0SIF 3� pens]Ns Vi IPTCN nrz uvpOvrD. REINFORCED UNITS DESIGN PRESSURE CHARTS o RENISED PER NEW REOUWEMENIB 11/30/1I 1 R.L. FOR GLAZING TYPES A, B, C, D, E, & F. adman l�n n4 m m 1 e 0i ' - snwermuubrwmullaxNwmp.roAwb Afa•,.nxsn leaY m' -' � uNb ll In Y.IDnIPOmdb er ebl ievmlb - - nhk 9c0 mo ano Nortinl wnuxwmml P ao--. iao - w.p eaa Pm P. NV (bi 'Im Poi Pw q q BOA t99.1 IM.0 I2Aa' Im.O 19A ImA 19A Iwo 193 imD I ICJ 14aa I93 148A 1233 Imb 19.3 iWD 129A 1m0 129A 1m.0 19A 11a0 19A 1133 pro 040- ImA 192 1WA I= I tmo /B0.0 12U 100.T 1i0A 110.E 1101 113A 0 I= 19a Im.O 12b.3 WO lM3 120.9 I-m Im.O 19A 100.V t9] 1W 111,1' 11}.1 110.0 110.0 r fOno 19.3 1m.0 19.3 imD I 19.3 1133 10.1 fll0 11n3 '160.0 19.4 1mA 12 3 IN3 liall 170 1b.1 19A 121 Y1TA 112A 1240 1 A l 2 9 13fA 11 1 0 PAN L H IGHT AND Dl0 FORMULI 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' m mum n mm� a sN/bB1W,uummum BNI RNnbrM mDwbrrnN®.Inn Po}uNbhmll wsaRaP an, nNp n In Woop - NNmWBhp pmlW h_ H}hk ma 410' 1 MO I wp 00.p Pm Nro I.pm I Nq I Pw I Nq Pm Nq Pw q Nq Poe 2 Bap WD I]BB m.0 1134 =0 AB.B mA 1Hi mA .19A wo .m0 1U.0 040 m Ba0 W. 1110 maI" I 940 I me mo 19A m.0 11n2 m0 Im.B 840- m] 00.0 mA 10n1 Ma 01.0 B40 11n2 m.o tOn9 mA Wo mA m,0 mo m,0 ono m.0 imz m.D- BOA 040 110.x m0 102a. m.0 B3A mA 08d m0 81A fmno'mD WAm]- nap mD. .m.i aea. _ue mo. eeD. Mo. 93A Ta.e .nA. Imp .a ma eoo .v.liarA .p mum n n salgmm.uummumaurr2anrobamD wma fmrn - - - (o+YNbinmll nbr, In WOY Im.gea xrRmp am.mm n NopiwBWb RlnBlvmmm Ibhk _ MO io0 - 80.0 Ixo - ino a10 i60 �) p EMI q• ro Pw Nq Pw Nq Pw Ps Yp Bno t00D 19d 'FOOD 11a4 1mA �.169D 1W.0 19A �1W.0 19A 1 W.0 3A 11]A 02 m] Ba0 .1WD 12U I tOBA 1mA 133.8 1W.0 19A iW.O I82 '1WA 1W.B m3 03.2 no imD 10n1 a1.0 '1040 11h 1m5 1mA BnO .0 !!2 BBA me MA ono 1mD dW] m.e m.0 1W.o 11&2 '4WA '9m.a Bna Bat eaA :BBb BIA BtA Imp8n0 'TB.a..nA 1oZ0 1W.4 o4B Po.B el] 829 ffa0 mA .mA Taa 1<d pn0 a1A ]8A }n0 20. m.9 M4 4 ' I.. n1A pA 0 TT• ®CCl ©C.7 [�E CCJ � LT.71�10 ®0 m ■:� nit_�f�3lfi®ffELIfE?:E76f�f®®�.'l�®fimL"tim ©6FJ.7FFS]�iCI]fE:k]®fE�f]®fII�lif�I�a7�i67 ' mum r x�i a�ra�cu m QFafE}EiCEi[_ iQJfll:4iiC.lf(.il[Si.Gdi.MAMA �m�®m�au�®�m0000 �LJ [':.L![:Li7U[7FIt7m[£•7[:C1Q:a4"L°IFIE]OOOO �or���mde[a�m�0000 '• - SIGNED: 061191POIS OR1.n n'OFL3aau .1j 0,00 WinDoor >55R:1�o9y9'•., INCORPOIUTCD 1y, mmai'u'rs04 wvvwYaeodncmm J bi'..1�NAp'••.S :� ICT REVISED i Nc Bxsu •'•. 1 ICY w1m ln. Plwm+ 8100 SERIES SMI - �• 17�1219 OT REINFORCED & NON -REINFORCED DESIGN PRESSURE CHARTS % (� m 03I3112021•-_; _ _ _ _ _ _ G.,. pL1R K'-�%•U• /O may, TM .. wp N0. JH 08-00878 _ , PfNL0.V5 24" MAX SEE ANCHOR CLUSTER 1B" MA%-11I 1 - IIT� _'T� O C DETAIL, SHEET 10 TYPICAL 1_ n 6" MAX. T1'P.I '1 r -. HEAD - INTERMEDIATE ANCHORS -71PICAL ' SEE NOTES 1 & 2 SHT B an 02suiPna+ Dort MPRDVED D RflA5E0 PER NEW REOUIRENEN6 11/30/1p R.L. I i -� ! �-F TYP. 6- MAX. J_— 11' MAX. ANCHORING NOTES: 1. FRAME SYSTEMS, 2 TRACK, 3 TRACK, 4 TRACK, HAVE TWO ANCHORS AT TYP. EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 5 TRACK FRAME 16' MAY.O.C: ' - SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD. SILL O.C. TYP. z z. z -i AND JAMBS. T I 2, ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK 4 TRACK AND 5 TRACK, HAVE i z z ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. - z - 120. 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED m - u [Oi o MAX. 1X NON-STRUCTURAL WOOD BUCK USE 1/4" ELCO CRETE-FLEX SS4 WITH SEE NOTES - - o z - HEIGHT SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCEAND2 9/6" MINIMUM SHT g-aF - SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION > S'I SEE NOTES DETAILS. 4. FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 1 & 2 SHI 8 GA. MINIMUM STEEL STUD USE GRADE 5 J14 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO 6.. MAX SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 6" MAX, L TYP. rr 1 TYP' DETAILS. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM �.- y1{E\ 4" MAX' 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 4" MAX. r. TYP. ` SEE ANCHOR CLUSTER DETAIL. SHEET 10 SILL - INTERMEDIATE ANCHORS ' -•� TYP. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH DETAIL, TYPICAL SPECIFIED BELOW: 4'0 x 10'0 ANCHORING LAYOUT NON —REINFORCED AND REINFORCED UNITS A WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.42 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,350 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 m of =Char onaroqu at ant ; m mu on uemr mehaa vbce6on for 2fn k 30ack mea(reelf 381rehoro fowdon for 602 &fmb Pon/ IAlbum "aht 210 no no 1 42.0 1 4ae I 640 cap 6N J4mN 64 Imes Hag bmae NA4 u emlu Na4 us bmea N69 u J+mbe Na3 mm a4 e we e 1 4 6 '1 4 e 2 e e ] e B M3- al) (OR GREATER). D. METAL FRAMING - 20 GA (.040) .MINIMUM THICKNESS WITH 2X WOOD BACKING, Fy=33KSI/Fu-52KSI MINIMUM. SIGNED: 08%9/20f8 AMSrEWAMD WinDooY Op.Lk D0,FLs293 \'•' •'. S- i INCOAPORATRDmgv�wl wxvwlodooeincwm �� VDEN$F '6?b14 / .. * ,AGV J /6'B2'Ifrr7* '•Q 8100 SERIES REIEI NFORCED REINFORCED & NON -REINFORCE) • 4'0 x IWO ANCHORING LAYOUT_ AND NOTES uvx Dxv No.S+AretM'- Ia" MAX - 6" MAX TYP 6" MAX. T VP. 1_ 16" MAX. O,C. TYR T_— SEE NOTES - 1 & 2 SHT 9] 6" MAX. ] TYP. 4" MAX TYP. SEE ANCHOR CLUSTER DETAIL, SHEET-10 INTERMEDIATE I . _ TYPICAL SERE ANCHOR CLUSTER DETAIL, SHEET 10 TYPICAL E 0 V SILL INTERMEDIATE ANCHORS TYPICAL PmslDns ' REV )MRIPIICH BNE MPPBYED SEE NOTES 1 & 2 SHT 9 0 REVISED PER NEW REOVIREMENIS 11/30/17 R.L. 6" MAX. , :...TYP. . ._ _ .. ,.. _... T I_ 11 MA%. ANCHORING NOTES: 1. FRAME SYSTEMS, 2 TRACK, 3 TRACK. 4 TRACK, HAVE TWO ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 5 TRACK FRAME O.C. TYR SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD, �_ SILL AND JAMBS. 2. ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK 4 TRACK AND 5 TRACK, HAVE n 98" ONE ANCHOR AT EACH LOCATION IN HOOK STRIP, rc 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY G ' MAX. SECURED 1% NON-STRUCTURAL WOOD BUCK USE _ HE ACHIEVE 1 CRETE-FLEX SS4 WITH SUFFCIENT LENGTH TO ACHIEVE A 7 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2- MINIMUM EDGE SEE NOTES 1& 2 SHT S DISTANCE AND 2 3/8" MINIMUM SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 6" MAX. 20 CA, MINIMUM STEEL STUD USE GRADE 5 #14 WOOD SCREW WITH F TIP. SUFFICIENT LENGTH TO ACHIEVE A 1 5/B" MINIMUM EMBEDMENT INTO . SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND _ INSTALLATION DETAILS. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING I 4 1/4" MAX' SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM TYP. ALLOWABLE LOAD BEARING SHIM TO BE 1/4". B. ALL FASTENERS TO BE CORROSION RESISTANT. 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS ,ANCHOR SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW' F'n 8'7 ANCHORING LAYOUT NON REINFORCED AND REINFORCED UNITS A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,350 PSI. C MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRACE M. Hum v rloantlrJwn bfxZ &vak, na&v Gend4b atlD,31 nmpvmlaBwOnBnOly lore trBckJ nB1ePon WIaN elm p11 s40 I no I no I no 1 4BB muenB RN a4 as me 68 aB ab umer Bm mw N uuY. fa u eA0 8 1 4 8 1 4 a 2 B 2 8 8 a 6 6 B B 5 3 8 e4B 8 i 4 8 1 4 0 2 0 I B 2 B B 9 B B 9 B B B B Bea T 1 4 7 1 4 7 3 8 T 2 8 7 8 8 7 0 0 7 s 8 Be0 i 1 4 7 1 4 7 2 e 9 2 B 7 a B T 0 B T 3 8 r060 T 1 4 T 1 4 7 r140 B 1 4 B 1 4 6 3 B B 2 B e 3 B r2a0 4 8 2 0 3a B 3 1 B /A11. 11CNY NIIW JILL tl�ICRIPcuWrc NlMlvno Bm B/B N{' w Ow BM u m • Ba M IOf 'YTOB17:m1 RNmlt 81n BPAntl lVlaal DN 2A 4aB wBB eB 8B60 B B B B 8 860- B-"..8.._ 91! BInc 10 10 10 101140 11 11 11r v TYPE i (OR GREATER). D. METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD BACKING, FY-33KS1/FV-52KS1 MINIMUM. STONED: 00119,107E OR[ANDO, PL32B32 W 1111/UUJ';ANCHORING E_4"",IM_m 1rtcoxroxna7ra�', ,,, RODUCT REVISED " m1m InB lBBrla. u1imRB°�O 510RIES SMI E 0"m 17-1219.07 REINFORCEDON-REINFORCED -ty. mlmn' Da 0L]1rz02L - 5'0 x. 8'2 LAYOUT DUWN: VM1 PN iam oc1 TIN OB-00B78 D WATEW III VERTICAL CONDITION 4" MAX. 4" MAX. 4" LM4X. 4" MAX. 4" MAX. I MAX. VERTICAL CONDITION 4" MAX. 4" MAX. " MMAX. MAX. MAX MAX. 2 4" 7 1/8" Nerelaxs '. oescxwrwx RENSED PER NEW REQUIREMENTS 4 3/4" 2 SEPARATION SEPARATION 7 SEPARATION SEPARATION SEPARATION SEPARATION'S SEPARATION' 2 TRACKn3.TRACK 1�Ln'4 TRACK '�"1'}'"1'-'1" "' n'5 TRACK 2 3/1IO 18 SEPARATION � 4 SEPARATION T 4 SEPARATION SEPARATION (----jl SEPARATION SEPARATION SEPARATION 4 9/16" SEPARATION HEAD& SILL ANCHOR LOCATIONS SEEDEfAW INSHEETSZO, 20A, 21, Z1A, 22ANDZ24 " w¢ NPRov[o N/30/17 R.L. POCKET INTERIOR EMER/OR HOOKSTRIP ANCHOR LOCATIONS SEEDETARSINSHEETM SEE CHARTS ON SHEET 8 AND 8 FOR CLUSTER ANCHOR QUANTITY REQUIRED -� TRACH . 4 TRACK 4 3/4" 3 TRACK SEP ATION VERTICAL CONDITION 2 TRACKL 7 1/6" 4" MAX. 4" MAX. 2 3 B 4 3/4" SEPARATION 4 /4" 4" 4• SEPA"_j SEPARATIONJ SEPARATION 4' MAX. MA%. 4. .� , T 1 MAX.. _ MAX. JAMB ANCHOR LOCATIONS SEE DETAILS IN SHEETS20, ZOA, 21, 21422AN022A 4 3/4" PANEL CONSTRUCTION: ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063-TS ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS, EACH RAIL IS SECURED TO STILES WITH (3) #10 x 1 1/4" SQ. DRIVE SCREW, AT EACH END, ITEM #47. ALL. PANELS HAVE AN INTERIOR AND EXTERIOR APPLIED GLAZING STOP. FRAME CONSTRUCTION: EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH #7 TYPE A SS 'SCREW. 'ITEM #48. (2) AT EACH CORNER ON 2 TRACK. (2) AT'3-TRACK FRAME'. (3) AT•EACH- - CORNER ON 4 TRACK FRAME AND (3) AT EACH CORNER ON 5 TRACK FRAME. 4 3/4" SIGNED: 08/18/2018 LIL"UUl ORIANDO,PL32832 `�;V5,^:•::;!Hyq'�i� ORPORA'IED ire '..°� ww.vindoedwsom `� �'•' UCEN�'•..S 0100 SERIES SMI - Na. 0614 REINFORCED & NON -REINFORCED. _ANCHORING DETAILS AND NOTES _ /y//11EYJ1I+•/+T"4 uw4 NO. Ec '••., SUTF QF [�Vy, 08-00878 D �:iFSe horn..... ; rs .' PARTS LIST - RMSION6 REv DEscRmDa1 MIE APPROrcD .. - 0 -REMISED PER MIEN REQUIREMENTS 11/30/17 R.L - -' J/B° AIR LL 1 OA , SPACE J/8' AIR SPACE 9/16" OA 3" HE3/16" HS 035' SGP .060080" TROSIFOL PVB .060° SAFLEX ARAY BY KURARAY PVB BY EASTMAN 1/4" HIS BY KUR 7/16' TEMP 3/i6" TEMP 1/4' HIS - - - 3/76" HS 3/16° HS HIS -.EXTERIOR -.. .INTERIOR I EXT�RIORIINTERIORI10 1" GLASS 1" GLASS .5 LA 51 BITE 52 BRE 5BITE -- 43 68 43 68 41 82 55 82 55 S5 GLAZING TYPE GLAZING TYPE GLAZING TYPE SMALL MISSILE IMPACT SMALL MISSILE IMPACT SMALL MISSILE IMPACT' REINFORCED NON -REINFORCED UNITS REINFORCED 8NON -REINFORCED UNITS REINFORCED & NON -REINFORCED UNITS 1' O.A. 3/8" AIR 9/16" O.A. 9/16" O.A. SPACE 3/16" HE 080" TROSIFOL PMB 060" SAFLEX .035" SOP BY KURARAY PV8 BY EASTMAN - BY KURARAY 1/4' HIS 1/4° HIS 3/16" TEMP 1/4" HS 1/4' HS 3/16" HE R WlERIOR, i EXIEPoOA INTERIOR I EXTERIOR INTERIQ'T 1 --� 1"`GLASS 1' GLASS 1" GLASS BITEg128 88 41 4129 iGLAZING TYPES GLAZING TYPED GLAZING TYPE SMALLMISSILEIMPACT' SMALL MISSILE IMPACT SMALL MISSILE IMPACT REINFORCED A NON-REINFORCEb UNRS REINFORCED S NOMREINFORCED UNITS REINFORCED&NON-REINFORCED UNITS - SIGNED: 06119MIG . ��T� - WinDooi RIANDO, PL32W2 S ,```�gRILOM''o� ♦� +` J• "0E 9s INCCIRI'OR.1'tt0 1°0�m1°m��enu+ vo,maiadm6newm +` �:-• 13 P�f'•.. �: PRODUCT REVISED o1N�..Inewn W Ko F1w1Mn HKI, U814 e..1 Eepo 8100 SERIES SMI xou-Na' 77A279.07 REINFORCED & NON -REINFORCED E�lmuon OEINT1921, _ _ B.O.M. & REINFORCED GLAZING DETAILS PARTS LIST WNTINUED DRAwn DWD W. REV 'SIAIED. �`� 9Y i� D!,-"6��` ON SHEET 12 m1. roan on TJH OB-00878 D S= NTS JIMX 12 03/09 5H�l l OF 27 v+vr7+it I II.AEN`� NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 FS-D4641 2 TRACK WS TRUE HIM KEYMARK ALUMINUM 6053-T6 2 FS-047195 2 TRACK WS FRAME JAMB KEYMARK ALUMINUM 6063-TB 3 S-44119 2 TRACK NSWS SILL PAN KEYMARK ALUMINUM 6053-T6 4 S-44121 2 TRACK WS SILL INSERT KEYMARK ALUMINUM 61 5 T-32124 5 TRACK FRAME HEAD RU KEYMARK ALUMINUM 6063-76 8 i-32123 S,TRACK FRAME JAMB KEYMARK ALUMINUMW63-T6 ] FS-02180 1 TRACK FRAME HEAD NEWARK ALUMINUM 6063-76 B i5-02181- 7 TRACT( FRAME JAMB KEYMARK ALUMINUM W6J-T6 9 S-44123 - 3 TRACK SILL PAN _ KEYLLMK ALUMINUM 6063-TB S-14117 3 TRACT( SILL NSERT KEYMARK ALUMINUM' W53=iB 11 FS-02071 ' '4 TRACK FRAME HEAD -- KEYMARK ALUMINUM 6063-i6 12 FS-02070 41RACK. FRAME JAMB` - NEWARK ALUMINUM M-76 13 S-44118 4 TRACK SILL PAN KEYMARK ALUUNUM 6D63-R 14 S-22124 4 TRACK ELL INSERT KEYWRK ALUMINUM6D63-76 15 Fs-01ee2 PRIME HEAD INSERT KEYMARK ALUMINUM 6063-76 16 FS-01883 FRAME JAMB INSERT KEaWK ALUMINUM W63-TS 17 RH-01869 TOP RAIL KEYNARN ALUMINUM 5063-i6 18 FH-04723 BOTTOM RAIL XEYMARK ALUMINUM 805346 19 FS-04763 TALL BOTTOM PAL KEYMARK ALUMINUM 6063-76 20 MPG _ PANEL GUIDE MICH 21 FH-01B71 LOCK SIRE KEYMARK ALUMINUM W63-T6 22 FH-0W44 WTERLOCK STILE KEYMA9K ALUMIMIM 6063-T6 23 FN-04767 FEMALE BUTT STILE FXT, OFFSET KEYWAN ALUMINUM WBS-i6 24 FH-0475O MALE BUT STILE EXT. OFFSET KEWARK ALUMINUM 5063-76 25 FH-04826 FEMALE BUR STILE INT. OFFSET KEYMARK ALUMINUM 6063-76 26 P7569AM OUST PAD 1.2N' v .5' v 1.3/' 27 FS-04747 BUMPER JAMB INSERT KEYMARK ALUMINUM 6063-T6 FS-04754 PWN SALE INTERLOCK KEYMARN ALUMINUM 6063-T6 FS-04755 PWN STILE INTERLOCK COVER KEA0K ALUMINUM 6063-Tfi 30 FS-05382 INTERLOCK SNAP COVER KEIMWK ALUMINW 6063-TS 31 FS-02720 STILE JAMB INSERT KEYMARK ALUMINUM 6063-76 32- FS-02726 PANEL SMILE JAMB INSERT KEYMARK ALUMINUM 6063-TO 33 FH-03693 1 3/4' SILL RISER KEWARIK ALUMINUM 6063-TB 34 FH-03652 2 1/4' SILL RISER KEAWK ALUMINUM 6063-TB 35 FH-03653 3' SILL RISER KEYMARK ALUMINUM 6063-75 36 FH-D3654 3 1 2- SILL RISER / NEWARK ALUMINUM 6063-76 37 FH-D3655 4 1/4- SLL RISER KEYMARK ALUMINUM 5063-TS 38 FS-02173 HOOK STRIP REIIMRK ALUMINUM 6083-78 39 FS-04478 NOOK STRIP WALL LbYER KEYMARK ALUMINUM 6083-iB 40 FS-0"77 HOOK STRIP WALL MOUNT KEYMARK ALUMINUM 1163-16 41 FH-01877 9 16' HORIZONTAL GLASS STOP l NEWARK ALUMINUM W63-76 42 FH-01878 9/I8' VERDCAL GLASS STOP KEYMARK ALUMNIiM Wfi3-T6 10 ►E A r03 PARTS LIST PARTS LIST CONTINUED REV Im FR0M SHEET 71 _ R,� I R�M.N UN A°pR D REVISED PER NEW REQUIREMENTS 11/30/17 P.L. - - -- - •• - - - - - _ - OPTIONAL SCREENS ' 57 57 4 , 72 76 50. 50 _ - N MT SCREEN SOXSCREEN VERTICAL CflOSS VERTICAL CROSS SECTION SECTION TO BE USED WITH27RACK TOSEUSEDWRHIFTRACKMAS ZTMCKRE7li0.9TFMCK ANO2TMCKREFRO WAS AND41T7RACKFHAME SYSTEMS FRAMESYSTEMS SIGNED: 0&18/2018 7300ANSTEWAMDPIVE 1,IM `11 R IL01TA���i� WinDoor pAiANDp, PL 328J2 �M V\S„ j„!i14S i INC0RY017A22D�A°�uro �. y; 'V Se'..• tYU MI91ld0f �YY'W.VI0600MYC!®1 PRODUCT REVISED a M.62614 as vumvf ropwL4N ae vloHda 8100 SERIES SMI 4 1,. _ xaa-xe. 17-7278.07 B.O.M. & NON -REINFORCED GLAZING DETAILS I BDA,N boa REINFORCED & NON -REINFORCED �• �7pJ'sp�* laPlm4ron Da 033IQ021- - - i , 0E-.•f V am Dy TJH 08-00878 D �;FS ••" ••••• d MLom m4uN conlm scuE NTS JDM 12/03 09 sK[tT 12 OF 27 0j};0NAl NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 43 FS-14879 1' HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063-TB 44 FS-01080 I' VERTICAL GLASS STOP . NEWMARK ALUMINUM 6063-TS 45 FH-02642 16ow BUTT STILE REINFORCING. BAR NEYMARK ALUMINUM 6053-TB 46 M-05045 INTERLOCK REINFORCING BM XEYMARK ALUMINUM 6063-T6 47 FH-03918 FEMALE RUTFSTRE REINFORCING BAR KEYMARK ALUMINUM 6063-76 4B FS-02210 FRAME ROD COVER KEYMARK ALUMINUM 6063-76 49 f5-02208 SILL COVER KEYMARK ALUMINUM 6063-T8 50 1SCREEN SPLINE 51 IP983 9/IB' CHINO MNYL MNYL 52 TP1051 Y CU31NG NNYL VTNri 53 I1988-9000 TANDEM ROLLER 54 2469 OUN. POINT MORTISE LOCK & KEEPE 55 7PS20 CLASS SETTING ELM 56 V876 INTERLOCK BUMPER RUBBER 57 W33M17KG000 FINSM .187 x .350 58 W332ZI7900M FINSEAL .187 x .240 59 W231417K0000 RNSEAL .187 x .140 60 131017 IS x 1/2' PH. TEK SCREW 61 5-44115 2 TRACK NS INSERT I 62 131D18 IB x 3/8' PH TYPE B SS 18-8 SS '63 131004 110 • 1 1/4' TYPE F SS 64 131020 17 x 5/0"_PH TYPE A SS 410 SS 65 1A011 111 x 2' FH TEK SCREW 410 SS AS MIND 110 x 3/4' PH TEN SCREW 410 SS 67 105068-115 SNAP IN SILL GATE PLASTIC .68 SWAFAST 552 GLAZING COMPOUND SIM URETHANE ,69 T-32122 5 TRACK SILL PAN KDMMK ALUMINUM 6063-16 70 5-44120 2 TRACK NS/WS RETRO ELL PAN KEYMARN ALUMINUM 6C63-T6 171 SMI OV21NG SEE SHEETS 11 .72 FH-02727 MI SCREEN TOP/BOTTOM RAIL NEYMANN ALUMINUM 6063-T6 73 FH-02728 MT SCREEN STILE KEYMARK ALUMINUM 6063-TS 74 FN-02729 6R SCREEN SITE W/SEAL KEYMARK ALUMINUM 8063-78 .75 FS-02730 MR SCREEN ASTRAGAL KEYMARK ALUMINUM 6063-T6 76 FH-02300 BOX SCREEN TOP/BOTTOM RNL KEYMARK ALUMINUM 6063-T6 77 FH-02395 BOX SCREEN STILE KEYMARK ALUMINUM 6063-TO 78 FS-02209 BOX SCREEN SWEEP KEYMWK ALUMINUM 6063-76 79 FS-02650 BOX SCREEN ASiFMGA1 KEYMAAK ALUMINUM 608346 80 7500 A04 SIOMIURE HANDLE SET 81 7-32125 5 TRACK SILL INSERT KEYMIRI( ALUMINUM 6063-T6 82 TP990 GLASS SPACER VELMA ALUMINUM AW-J o0 8J IB x 1/I' PH iEK SCREW 84 I10 x 3/4' PH TEN SCREW 85 FS-04791 RKED PANEL Z-CLP KEYMARK ALUMINUM 6063-16 Q 3 SECTIONA 2 TRACK WS FRAME SYSTEM WITH S' SILL RISER SHOWN, 2 TRICK NS, 2TRACK WS PETRO AND 2TRACK NS 10770 SO" AND ALL SILL RISERS MAYBE USED. SEE D.P. TABLE SHEETS 76 7A 7 &' S TRACK FRAME SYSTEM WITH 4114°SILL RISER SHOP SEE D.P. TABLE SHEETS 78 7A NOTE: SEE SHEETS 20. 20A, 21, 21A 22, 22A AND 23 FOR TYPICAL - - - ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. REv osscxwn°x un IFVRovE° 0 REVSEO PEA NEW REOUIREMENS 11/30/1] R.L. 4 TRACKPRAMESYSTEM WITH2' SILL RISER SHOWN. ALL SILL MSERSMAYI L RISERS MAYBE USED SEEO.P.TABLESHEM747A SIGNED:06/ 7500AM 72IRDAMDRIVE W llLlJOOi oxuxno,PCSzaiz "10"'"" 1 R..LO. `�� J�5 INCORPORATED PDT REVISED IMIN°Florla° 8100 SERIES SMI - BZ614 017-1218.07 REINFORCED & NON -REINFORCED '* VERTICAL CROSS SECTIONS ��'• : 7A SECTION D PLAINS77LEATS TMCKJAMS r t SECTION F LOCK ST/LEAT2TRACKJAMS SEE NOTE ' SHT. 14 R[v - g3 " - 0_ RENSED"PEFI RIWONS ' mn MPPOVEO REMENTS 11/30/17 R.L. SECTION H RE/NFORCEDINON REWFORCED INTERLOCK57ILEAT FIXED PANEL NOTES: EK7ERIORHOOKSTR/P 1, FIXED PANEL TO JAMB CONDITION: FIXED PANEL IS SEURED TO THE JAMB WTH (2) ITEMS #85, FIXED PANEL Z-CLIP. ONE Z- CLIP IS LOCATED 24" FROM TOP OF THE PANEL DOWN AND 24" FROM BOTTOM OF PANEL UP. EACH Z-CLIP IS ATTACHED TO PANEL WITH (3) ITEM # 84. #10 x 3/4' PH TEK SCREWS AND THEN IT IS ATTACHED TO JAMB WITH (3) REM #84, #10 x 3/4" PH TEK SCREWS. SECTION D SHEET 14. SECTION EE SHEET 18 AND SECTION Z SHEET 18 SHOW A FIXED PANEL TO JAMB CONDITION. 2. FIXED PANEL TO FIXED PANEL CONDITION: ' TWO FIXED PANELS ARE SECURED TOGETHER WITH ITEM R83. #8 x 3/4' PH TEK SCREW. THERE IS A ROW ON THE INTERIOR AND A ROW ON THE EXTERIOR OF THE FIXED PANEL PACED 4" FROM THE TOP AND BOTTOM WITH ONE ADDITIONAL SCREW IN THE CENTER, SECTION D SHEET 14. SECTION DO SHEET 19. SECTION 0 SHEET 15, SECTION U. SHEET 16 AND SECTION CC SHEET 19 SHOW A FIXED PANEL TO FIXED PANEL CONDITION, NOTE: SEE SHEETS'20. 20A 21. 21A, 22, 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD, SILL AND JAMB TRACK SYSTEM. OTHER HEAD, SILL AND JAMB TRACK SYSTEMS ARE SIMILAR. SIGNED: O6/192018 Wi�,.7� 7500AMSTSRDAMnA1VR p011HNIIU2Ir-r nDoor OR7ANDD,PL32832 J\S R: LO':1q'" INCORPORATED ,, meFlmmN � PRODUCT REVISED " L .Rbu Florid. 8100 SERIES SMT ] N..SM14 t7-7279.07 ' 90x»lmino,9W o8e REINFORCED & NON -REINFORCED -*'• *- xaano, -- HORIZONTAL CROSS SECTIONS C'D f✓��� ExpinNan Pob'OLN/2027= DRFYM: DWD x0. RfV FLDRtOh,.�G, Mum as TJH 08-00878 D S swS NTS D"Ts 12 03/09 s"E1�1b OF 27 S��NALIEIP`Aw SEC77ON C 6TR4CKFR4MESYSTEM WMHS°SILL RISER SHOWN. ALL SILL FUSERSMAYBE USED SEE D.P. TABLECHEETS787A NOTE:. . _. . _ _ ..- SEE SHEETS 20, 20A. 21. 21A, 22, 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. RENSIONS Ru DECRIFR .D RENSED PER NEW REDDIREMENIS SECflONE LOOKSPLEATSTRACKJAMB 1NC0RP0RA"['EIJ ��yj,W�Rgp� y�.y.""pa.,� PRDDUCT REVISED 10 p m,m"R"HAO B700 SERIES SMI ". 17-1218.07 REINFORCED & NON -REINFORCED No4Na �•- -•.,..,...,_. "e... o�n"rzoz" „HORIZONTAL AND VERTICAL CROSS SECTIONS 5T ¢n1E MPRA'ED SECTION) - REINFORCED INTERIOR FIXED BUTT SDLE TO LOCK STILE SEE REIN. NOTE SHT. 15 SEE RIN. NOTE i SHT. 15, 22 26 66 46 30 INTERIOR + EXTERIOR SECTION L REINFORCED INFERLOCKSTILE TO REINFORCED INTERLOCKSTRE !� 45 66 SEE SHT, 15 E \� — SEE NOTE II uvs�Ts>m '• REIN. 65 SHT. 15 EXTERIOR _ o SEE NOTE SECTIONM EXTERIOR REIN. REINFORCED EXTERIOR FIXED BUTTSTILE TO PLAIN STILE SHT. 15 54 26 32 58 HEAD 48 SEE NOTE SHT. 14 SECTION SILL 49 PRODUCT REVISED T4pyyln�p wkl, We Flolltln LOCKSE70 REINFORCED EXTERIOR FIXED BUTTSTILE euualimip W. REINFORCING BAR NOTE: ITEM #46, .INTERLOCK REINFORCING BAR IS SECURED .TO INTERLOCK WITH ITEM #65, ITEM #47, FEMALE BUR STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND -FEMALE BUTT STILE OFFSET WITH' ITEM #65. ITEM #45. 6000 OU17 STILE REINFORCING BAR IS SECURED TO FEMALE BUIT STILE AND FEMALE BUTT STILE OFFSET WITH REM #66. ALL SCREWS ARE SPACED 5- FROM TOP AND BOTTOM OF STILES AND ONE AT MIDSPAN. pensars DMCFIMCN PER NEW REQUIREMENTS LOCK/NDBUTTSTILE EE RIN, NOTE SEE EXTERIORW SECTION O HEAT SEE REIN. NO 45 66 REINFORCED INTERIOR SILL FIXED BUTPSTILE TO PLAINSTILE SHT..15 I7 �7'� 7500AMS1'BR0AMI) uiDoor 0ALAND0,&32932 O01tP0RA'IED Tv°emivinnnra'a aavladpodncmm ``\~\' 8100 SERIES SMI REINFORCED & NON -REINFORCED =* HORIZONTAL CROSS SECTIONS y no No, 3D 08-00878 ITS IWE 12/03/09 IVEE15 OF 27 � mm SECTION P NOKi EIMF0RCED INTERIOR FIXED BUTT ME TO LOCK STILE SEE REIN. NOTE SHT. 15 SEE NOTE SHT. 14 SECTION 0 LOCKSTTLETOWAf RENFORCEDEXTERIORRXEDBUTFSTILE EXTERIOR SECTION R NON.REINFORCED INTERLOCK STILE TO ^^^��� NON-iEINFORCEOINFERLOCKSTILE L>' 45 SS SHT RUN. NOTE EXTERIOR . SECTION S NON -REINFORCED EXTERIOR FIX® BUTT ST IL E TO PLAIN STILE Fd9X1$ 1@y p6CpIAIG`! dlE IPIMFM1LD D REVISED PER NEW REQUIREMENTS ll/30/17 R.l SECTION T ' EXTERIOR NWRENFORCED MALE BUFT BIKE TO NOMR&AFORCED LOCKM BUTTS17LE INTERIOR 25 26 SEE NOTE, 83 WinDoor �°" " I CORPORATRD �,,, ��°'y vDD.,m;DEDDdDDrom 8100 SERIES SMI REINFORCED & NON —REINFORCED HORIZONTAL CROSS SECTIONS _ - PFMSDNS ' _ REV DESCP�PRDH WR MPPD+FD 7 15 57 20 0 'REVISED PER NEW REOUIRDIEM6 11/30/❑ R.L. SEE NOTE 48 11 20 57 IS SHT. 14 17 63 17 68 63 EXTERIOR a3 Q O a1 63 INTERIOR EXTERIOR INTERIOR 1S OR 19 71 71 41 53 51 OR 52 51 63 53 53 57 SEE SHEETS 7 & 7A 9 33 0R 34 63 SEE SHEETS 7 &'7A 35 OR 36 ISOR 79 74 OR 33 10 - 37 }fi OR 35 37 SILICONE SEALANT SILICONE SEAP T 62 57 a9 SEE Nog 57 57 13 14 62 fi7 SECTIONAA SECTION BB 3T64CKFR4MESYSTEN a TRACKFRAME SYSTEM SEED.ArABLESHEET37d7A SEED.ATABLESHEETS76lA SIGNED: Ofi/792018 7500AmnASDAMDRIVB `111N1nHUtgLp WinDoor DRLAND0,T633fi32 J,gLo R..... AICORPORATED m�Hiw saavudoodvc.rom ^� �'•' VCEN6B '.� i PRODUCT REVISED ^ Nb.8251 d CODryInuw0VIS PEenau 6f 00 SERIES LMI =*; WWI, Gode REINFORCED & NON -REINFORCED : - HDA-No. 17-1219.07 VERTICAL _CROSS SECTIONS Psplmuon D ON31mo2Y DPAWx: — DMS ND. - REV . u u. onw T NTS w¢ 12 03 09 09--17 OF 27 D 'sS��NAL1Ea`�� INTERIOR EXTERIOR SEE NOTE 48 HEAD SECTION SHT. 14 49 SILL LOCKSTIlEAT37RACKdWO SEE SM my or;cma�iav _ . D RENSED PER NEVI KODIREMENT9 RXEOPANELAT47RACKJAMS wuu-Juvi 0WINOO,FL33832 8100 SERIES SMI REINFORCED k NON —REINFORCED HORIZONTAL CROSS SECTIONS RIOR OR SHEETS 7 & 7A OR 33 OR 35 ONE ANT SEGIION tld ' STRACKFRAMESYSTEM SEE DJ? TABLE SHEETS 7& 7A PMWNS PEY OEYPIPINM p/.lE MPPWfC D RMSED PER�NM REQUIREMENTS 11/30/17 R.L. RIOR m SECTIONZ FIXED PANEL AT 5 TRACKJAMB WinDoor RLAN 3M'22' 8100 SERIES SL11 REINFORCED & NON-REINFORCEO HORIZONTAL AND VERTICAL CROSS SECTI01 A"! Dm M. IH 1 08-00878 a NTS 12 03/09 -D18A OF 2 5T No, U614 INTERIOR EXTERIOR SECTION CO NONXREINFNELA FIXED PANEL ,TOFIXED PANEL AND INTERLOCK DMRIMM FUSED PER NEW REONREMENTS SEE REIN. NOTE SHT. 15 INTERIOR ae HEAD SECTION CC SEE NOTE REINFORCED FIXED PANEL SHT. 14 49 SILL TO FIXED PANEL INTERLOCK 3NCOriYOlL9'SHU v:.."viui<+m u+vwvdootlncmm 8100 SERIES SMI =* REINFORCED & NON —REINFORCED HORIZONTAL CROSS SECTIONS ='O Un I I.PPRwEu II/2' MIN.2 3/8" MIN. EDGE DIST. SEPARATION 1X BUCK BY OTHERS. T� 1X BUCK TO BE 4 PROPERLY SECURED p (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS EXTERIOR SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT RMSIOM MASONRY/CONCRETE - Rn octtRivnax BY OTHERS I _ D REVISED. PER NEW REOUIREMENfS 1 1 1/4- MIN. ' 4 EMBEDMENT- —� 1 1/4- MIN. 1/4- MAX. EMBEDMENT SHIM 1/$ EL I I/4°MAX CRETE-R EX SHIM SS4 p INTERIOR - SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 \ ` d f /4" ELCO CRETE—FLE% p 2 3/8' MIN. EXTERIOR S54 SEPARATION 'INTERIOR _ a o. c MASONRY/CONCRETE p P BY OTHERS 27142 " MIN. 2 3/16" MIN. DIST. SEPARATION 2 TRACKFRAME VEATICAL INSTALLATION AV SONRYA OVCHMINSTALLATION FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 1 1/4' MIN. EMBEDMENT N.1EI MPRO 30/17 1 R.L. 2 1/LMIN. ` FASTENER HEADS EDGTO BE COVERED WRT1 APPROVED Ai SEALWITH 1X BUCK BY OTHERS. BACKER ROD AND IX BUCK TO BE APPROVED SEALANT PROPERLY SECURED BY OTHERS (SEE NOTE 2 SHT. I) 2 TRACKFRAMEJAMS INSTALLATION. I X DUCKTO M4SONRYAXTNCRETE INSTALLAT 10N NOTE: CONCRETE SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN. ANCHORAGE SIMILAR FOR 3 TRACK AND 4 TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR SEPARATION. 2 TRACK WITH 3' SILL RISER SHOWN 3 TRACK, 4 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A SIGNED: 0611912016 W�T� 7500AMSTRRDAMDRIVR inD0or `JU111111/ILL' ORIANDO, FL 32932 TNCORPORATRD mwnini� awmdndooducrom `� y,: VCENsff''.,lR 'i PRODUCT REVISED an coI. nh Nu Floaa. - Na B2a/4 1' A / 8100 SERIES euumna LTeFe K0A.4Tu. 17-1219.07 EI REINFORCED &HON-REINFORCED INSTALLATION DETAILS - •i!) - JH 2 MIN. 4 3/4- SEPARATION 4 3/4' SEPARATION MASONRY/CONCRETE I �v EDGEGE DIST. BY. OTHERS D 1X BUCK BY OTHERS, 6 4 _ 1X BUCK TO BE 4 e 1 1/ 4MIN. PROPERLY SECURED 4 EMBEDMENT (SEE NOTE 2 SHT. 1) 4 0 . • _ _ _ _ _ �1 MIN. EMBEDMENT 1/4'MAX. SEE NUMBER OF ANCHORS _ SHIM REOUIRED PER TABLE SHEETS AT JAMBS B & 9 BACKER ROD AND APPROVED SEALANT BY OTHERS LCO EFLE RET CRETE—FLEX SS4 4 3/4" SEPARATION [wl �F'II I IF-I� I EXTERIOR U INTERIOR I 1 /4" ELCO ' CRETE—FLEX SS4 SS4 III III„ II SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT o p P p 0 MASONRY/CONCRETE C, p V 0 BY OTHERS 2 1/2' MIN, 4 13/16' SEPARATION 4 15/32- EDGE DIST. SEPARATION S TRACK FRAME VERTICAL INSTALLATION MABONRYAXJNCRETE INSTALLAT7aV p ocwmPna wrz MPR REVISED PER NEW REQUIREMENTS 11 /3D/17 R.L. 11/4, MAX. . SHIM EECO CRETET E-FLE% SS4 FASTENER HEADS TO BE COVERED a WITH APPROVED I P SEALANT INTERIOR a. a 4 3/4- SEPARATION A d FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT M 2 1/2" MIN, EDCE DISf. Cd EXTERIOR 1X BUCK BY OTHERS. _ 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS Door7500AND0FLAM DRIVN OALINDO,W.3283: pT1"• •"�4� R•LO�%�. v ,,.. JLS � .�: • V�"rre ••.S onnran �a,.m.� .u"ee vrpvladoodvrmm 8100 SERIES SMI REINFORCED & NON —REINFORCED :• Na 6261a - INSTALLATION DETAILS I" MIN. EDGE DIST. DOUBLE 2X SUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS 4 3/4- SEPARATION EXTERIOR MR OPRP D 50/17 R.L. I D REVISED. PER NEW REOUIREMEN;� 11/ 1 5/8" MIN. EMBEDMENT 1 5/8MIN. EMBEDMENT _ 1/4- MAX. SHIM DOUBLE 2X BUCK/WOOD 1/4• MAX FRAMING BY OTHERS. 2X ((14 WOOD SCREW SHIM BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) @14 W000 SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT -0 INTERIOR #14 WOOD SCREW FASTENER HEADS SILL TO BE SET TO BE COVERED IN BED OF APPROVED WITH APPROVED SEALANT OR SEALANT NON -SHRINK GROUT i DOUBLE 2X BUCK/WDGD 2X FRAMING BY OTHERS, 2X 1 MN, BUCK TO BE PROPERLY EMBEDMENT BED SECURED (SEE NOTE 2 SHT. 1) 1' MIN. f�][— " 4 9/1 BC -SEPARATION - - EDGE DIST. - - -' 3 TRACK FRAME VERTICAL INSTALLATION • Px6ucXrvDDorTTAMErnrsrALurroN 4 3/4- SEPARATION INTERIOR 1" MIN. EDGE DIST. _ EXTERIOR SEE NUMBER CF ANCHORS 3 TRACK FRAME JAMB INSTALLATION REOUIRED AT JAMBS PER TABLE SHEETS 8 & 9 PX BUOK4V000 FRAME/N6TAW1710 NOTE: 2X BUCK/WOOD FRAME SUBSTRATE INSTALLATION FOR 3 TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND 4 TRACK SYSTEMS. SEE SHEET 10 FOR O.C: ANCHOR SEPARATION. 3 TRACK WITH 4 1/4' SILL RISER SHOWN 2 TRACK, 4 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A. SIGNED: 06/1W018 WinDoor 3Z&32 "" 0%\S R. L� INCORPORATED ��„�uum'° svmawdmdoc.rom `� �'+' JOENSp'•..s i IEVISED 8100 SERIES SMI N452514 .11A 0. Fi ft REINFORCED & NON -REINFORCED '*:• 17-1219.07 INSTALLATION DETAILS w g pp]I]1rso3i DMxH: CYls uo. _ _ _ REY :p-.4� TATE OF n� TJH OB-00878 D �''c8, .......... 10?J MIN. EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SM. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT GUBLE 2X BUCK/WOOD �AMING BY OTHERS, 2X UCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 1' MIN. EDGE DIST. 4 3/4' SEPARATION ~ - RENpDNs pEV - 06CPIPIION MlE IPPRVRD D REVISED PER NEW REQUIREMENTS- 11/30/17 R.L. I 1 5/8' MIN. - - EMBEDMENT- - —1 5/8' MIN. 1/4"-MAX; - EMBEDMENT SHIM 1/4' MAX I })14 WOOD SCREW SHIM #14 WOOD SCREW FASTENER HEADS FI IR INTERIOR I TO COVERED WITH APPROVED 4 3 4' SEALANT ' EXTERIOR - 4 17/16' SEPARATION --i- 4 15/32' — S TRACKFRAME VERTICAL INSTALLATION 2YBUCK4V000 FRAME INSTAMATION SEPARATION DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) INTERIOR SEE NUMBER -0F ANCHORS 4 3/4" REQUIRED AT JAMBS SEPARATION PER TABLE SHEETS 8 & 9 , FASTENER HEADS EXTERIOR TO BE COVERED WITH APPROVED BACKER ROD AND SEALANT APPROVED SEALANT BY OTHERS 1" MIN. EDGE DIST. 5/8' MIN. EMBEDMENT S TRACKFRAME JAMB INSTALLATION TXRUC.GW000 FRAME WVAUATM,, SIGNEMOB182018 750D AN7 DRIVE WinDoor ,T11\Upllllyl�'''' �on� O FL3DAM OALAND0,3'L37832 ,`````\sR: Y• •JOFNBF"•.S i INCORPORA'ICD Ir'�`miP ,vemvladoDtlnemm ``` •' UCT REVISED. P7 .am mR Rona Na826f4 i = 8100 SERIES SMI I F 17-1219.07 REINFORCED & NON —REINFORCED INSTALLATION DETAILS --`- - - DWWN: MIC ND. PLV P• j�p>•"! � O/�•gpTE OF poo77yy0]R1RON on/ TJH 08-00878 D S.` :4pONA�111�1 mNl<NTS — 12 03 09 —A21A OF 27 I I" MIN. 7 i/B' SEPARATION EDGE DIS IB2X BACKED SSTTEEL FRAMING I _ BY OTHERS NOTE 2 SHT. 1) I BACKER ROD AND APPROVED SEALANT BY OTHERS EXTERIOR''III� 1JII�j�IM'I��II-' I�'I1I'nIIyLIII \1IIII�INTERIOR � 1 #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED - SEALANT OR NON -SHRINK GROUT DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) 1' MIN.. 1 6 15/16- SEPARATION EDGE DIST. 4 TRACKFRAME VERTICAL INSTALLATION WOOD BACKED=G& 87EEL STUD INSTALLATION 1 5/k MIN. r - EMBEDMENT 1.5/8%MIN. EMBEDMENT DOUBLE 2X BACKED 20CA. STEEL FRAMING BY OTHERS 1/4- MAX. (SEE NOTE 2 SHT. 1) SHIM #14 WOOD SCREW RM. oEscalPrwn ws .wRRvrce D_PER NEW REOUiREMENTS 11/JO/17 fl.L "L 1/4' MAX.' - -: SHIM 1114 WOOD SCREW SEE NUMBER ANCHORS JAMBS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 7 1/8' v v INTERIOR SEPARATION Q EXTERIOR I v _ BACKER ROD AND APPROVED SEALANT 1' MIN. BY OTHERS EDGE N. T - ' 4 TRACKFRAME JAMB INSTALLATION WOOD BAGXED20 EA. STEEL STUD UVSTAllA77ON FASTENER HEADS NOTE: TO BE COVERED WOOD BACKED 20 GA STEEL STUD SUBSTRATE INSTALLATION WITH APPROVED FOR 4 TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND SEALANT 3 TRACK SYSTEMS. SEE SHEET 10 FOR'O.C, ANCHOR SEPARATION. �- 4 TRACK WITH 3' SILL RISER SHOWN 2 TRACK, 3 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE 1 5/8' USED. SEE D.P. TABLES SHEETS 7 & 7A. SIGNED: 0611WO18 MIN. �J��7� 75MAMFITRI)AMDRR71 `1lppunlr7rl I EMBED W inDo Or OR ANDO.AL32B32 —r INCORPORATED neni maav>odoodccmm . �'. '✓CEN6F'•.,tc I PRODUCT REVISED 8100 SERIES SMI i No. 666261144�.�'r + imof 1n anh u. rwam REINFORCED & NON -REINFORCED oh.2 xow-xo. 17-1219.07 INSTALLATION DETAILS -'0 LZ 30 60/£0 ZL 3na SIN 0 8L800-80 H `ptttttIVNO/yts �� SlIV130 NSI1V1IVISNI 037a01NI38-NON IB 03080AN138 gLSEB •oN - •' INS 531835 OOL9 rm�wa�a QH.LYHOd807HI m� wpmwrow mrwur�a /'{�� 7db021VTtO M s ?9N....16' %� �.`` �POI ;l�Cj\�tJ b........ ll TOOCI RAIHa PiYafi3R5➢iV OaSL M aK S83H10 A8 1NYIV3S a3A08ddtl SNY ooa 83NOYe aola3.lx3 039W3 WIN ' 9/S L LIO 3003 NIA ,L NO1Vatld3S .b/£ b 1NVN01 03A08ddtl H1M4 03A00 SOV3H a3N3 OL 15Vd HO1831NI HOIN3INI NOU"Vd3S IWV3S • a3A08d8V HILM 0383A00 38-01 M380S DOOM bt(1 SOV3H a3N31SV! 6 IP 9 S133HS 318tl1 aid S9WVf IV 03 IMM S80HONV d0 a3SPMN 33S (l '1HS Z RON 33S) WIHS S83HIO A9 XVW ,b/L M360S OOOM Pt/ ONIMU 133LS 'VOOZ WIHS ,03HOVB XZ 31800a XVW b/L_ 1N3W0 W ;9/5/S -L �._ •• �031SO303 • 'NIW ,9/9 L '1'8 Ll/Of/L1 SAM3811103a M N 83d a3SVad �0' pypyyry 3lYJ HOIIdItY.530 /� - , NOIIYTIYISNIO/119 eaw w wCHNOYS 00OM NOIIV77VISNI 7VOLLH343WVNd NOVMl S �— NOMVgVd3S ,Z£/SL b —}— NOILVSVd3S ,9L/fl b �^� 151a 3003 hIW l NOatl8Vd3S ,b/f b NOIN31X3 NOIIVMV83S ,b/£ b p (L IHS �Z 310N 335) \ 583HIOH10 1 03>13VC Z31 'VOOZ 03NOtl8 XZ 31800a InO80 NNIBHS-NON 80 1NVlV3S 03A08ddY d0 038 NI 13S 39 01 IIIS M38OS DOOM btu Sa3HLO A9 I 1NYIV3S a3A08ddV 0NV O08 83NOV8 (L '1HS Z 310N S83H10 A9 ONIWVNd 139LS 03NOYS XZ 3161 1/4' MAX. 1 5/8' MIN. 1/4` MAX. SHIM EMBEDMENT L SHIM DOUBLE 2X BUCK/WOOD 1' MIN. FRAMING BY OTHERS, 2X EDCE DIST. BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 114 WOOD SCREW INTERIOR 4 DOUBLE 2X BACKED 20GA STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1). Q EXTERIOR POCKET HOOK STRIP WO0DB4OKED20O4. STEELSTUD INSTALLATION RNSpNS lir PN o2ttwPmx 0 REVISED PER NEW REQUIREMENTS 1 5/8" MIN. 1/4• MAX EMBEDMENT I SHIM �1 1/4" ELCO 1' 'MIN. CRETE—FLEX EDCE DIST. SS4 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) J14 WOOD SCREW POCKET HOOK STRIP 2XEUC.KW000 FR4MEINSTALLATiON POCKET HOOK STRIP MASONRYICONrRETE INSTALLA77CN 7'� 7500AMSTEND"DAIVK I I •Qp1' ORLANDO,PL32832 POItA18D nP1mimg1ie �.,.dcd. 8100 SERIES SMI REINFORCED & NON —REINFORCED INSTALLATION DETAILS MiE MPRWED I/30/1] R.0 1 1/4' MIN. EMBEDMENT A I2 1/4" MIN. EDGE DIST. BY QE � o 1 1/4' 5 57/64" O 2 TRACK WS FRAMEJAMB ALUMINUM306346.075' THICK 'Qa 3 TRACK FRAME JAMB ALUMINUM 605346.073' THICK 6 37/32' T 1 a/4' 6 9/16' 3/4, - . L� 1 1/2" 11/16" 0 2 TRACKNSNVS SILL PAN ALUMINUM6063-TS.07S THICK � I 1 3/4' O 2 TRACK INS FRAME HEAD ALUMINUM 60 -T6.075-THICK 9/16 5 51/64' 61/64' O 2TRACK WS SILL INSERT AWMWUM 60 46.075'THICK 5 51/64" O 3 TRACK FRAME HEAD ALUMINUM 6063•T6.076' THICK {— 7 15/32" 9/16' 61/64' ..l,�llll 3/4" r 81 2 TRACKNS SILL INSERT —T ALUMINUM 6064T8.073'iNKJ( 1 1/2" 11/16' I J_ Q9 3 TRACK SILL PAN ALUMNUM6063•T6.0w MCK 6 45/64' 73/16" 61/64" 10 3 TRACKSILL INSERT ALUMINUM 6063•T6.077THICK W PMSIONs MIE MrPovcO dEM6 11/30/17 R.L 70 2 TRACK WS RETRO SILL PAN ALUMINUM 6063 TV. 075' THICK 7500AMSTl=AMDRI WinDoor ORLAAmO, FL 60R52 I ZC_ RP0RATRD I'm M/53 a'o'c'.d 8100 SERIES SMI REINFORCED & NON -REINFORCED COMPONENTS AWN: Pb0 N0. 'H 09-00878 U NT�4 12/03/09 'M24 OF 2' 1 1/4" � � 9 11 /3Y T 1 3/4" L 11 4 TRACK FRAME HEAD AIUMINUM606116.075'7HICK- 9 27/32 9 11/64' p 1� p3/4"� 2" 11/��U 1 11/64" .T_ m 32 ANEL STILE JAMB INSERT AL UNINUM 6066-T0.075.7HIC K 27/3Y a 15 FRAME HEAD INSERT 4 ALUMINUM 6060-T6.060' THICK Li{ 2 224/64"� — 45/64'IIJ - - 13 4TRACK SILL PAN T ALUMINUM 60076 A75'THICK 27 BUMPER 9 5/64" JAMB INSERT ALUMINUM 6063.76.060' THICK 13/16" 4�i� 61/64" 72 4TRACKFRAMEJAMB ALUMINUM60M,M.07PTHICK T IS 4 TRACK SILL INSERT ALUMINUM .T6.075'THICK r 3/i6'! 1 1 39/64" 9� SNAP COVER T SNAP COVER ALUMINUM 6069-79.OSI'7HICK 3 9/32" 1 J 35/64" 26 PLA(NSTILE INTERLOCK ALUMINUM 6063-T6.075'TMCK 2 13/I6" 4D HOOKSTRIP WALL MOUNT ALUMINUM 6064T6.075' TH10C 4 1/2" 1r 2 23/32 31 /32" IIL�— .631" ��'- 9/16" 3a HOOKSTAIP WALL -�9 HOOKSTRIP UA0NUN 6060-TB-OBO.IMCK M60CT .E Al ALUMINUM 6081ieW5'TNICK 2' 24 MALE BUTT STILE EXT, OFFSET ALUMINUM6050-T5.660'T7fICK 17-1219.07 REv5WN6 PCV OESCPVIION WtE IFPRWm 0 I RUASED-PER NEW REOUIFEMENTS 11/30/17 1 R.L. 4 5/a" --{ 3 1/2" Y3 FEMALE BUTTSTILE EXT. OFFSET - ALUMINUM 60G:76.090•THICK 4 13/64" 9" 4 1 @ TOP RAIL ALUMINUM600•T6.060-THICK —11 9/16' 4-- I 3 29/32' HOT TOM RAIL @FEMALE BUTTSTILE zs ALUMIxuM wss-re.DeD•THICK INT. OFFSET ALUMINUM 6069.75.660"THICK SIGNED: D&I "01 (Door 7500 N30RDPL3E612DR1VL 6T �. J�,.,........4L9 '•.S PORATAD v.,°npmimin� mcw.v;odaodocmm V:' JGENCp ' a100 SERIES SMI '• Na U514 REINFORCED & NON -REINFORCED COMPONENTS '•� f;� '�O,•. OF �•`�,. - ... - - - fifl• BTAIE 3/4' 7 1 �� 2 5/16. 22 INTERLOCKSTILE ALUMINUM 606476.01W THICK �31/2----I = �4" 21 LOCKSTILE ALUM0JUM6063T6 M'THICK 1/4'- - 1/6° I/B' 2 11/64' 47 FEMALE BUTT'S REINFORCING BAR ALUMWUM 600ST6.IYSTNICK --I 2 11/32" {-- m I7�64' 11/64' -.� 1 29/32' �-- 1 3/4" f - Fp 2 23/32- L 73 MT SCREEN STILE AL UMINUM 606946.060' THICK 1 39/64- 3- 1 72 MTSCREEN TOPA30Tr0M RAIL ALUMINUM6063-T6.060'THICK 1 , 3/4" r —I 2 5/64" I- 74 MTSCREEN STILE W/SEAL ALUMINUM6063-TO WrTHICK -1 1 —- 76 BOX SCREEN TOP/BOTTOM RAIL ALUMINUM606146.iIW TH/CK -.--1 1 9/64- 2 19L J.___ 73 BOX SCREEN STILE ALUMINUM 60B8-T6T6.067 THICK 1 31/64' 1 3/3—F --I 7 BOX SCREEN ASTRAGAL ALUMINUM 6D69-W.090'THICK —{ 1 23/32° r 36 1/8" 1 37 /64- 9 INTERLOCK 45 6000 BUTT STILE REINFORCING BAR REINFORCING BAR ALUMINUM6005-T5.168'THICK AWMINUMdX1-T6.9M'THICK 27/32' f--— 12' 7/2' 0.201J�I P. tt6X 6% O O 2 1/8" PRODUO euipinv NOq-H0._ ' 23/64"'� - .2•. 2' 1" - egU�tloni 5/8" r jr J 7/IrB" T q 1 9/16' HORIZONTAL GLASS STOP AWMINUM 6=46.W0'THICK 1 21/32' � 1 — T qq I -VERTICAL GLASS STOP ALUMINUM 60L 3M.E0' THICK 7/1�5/8° f 7/321 4 T— 7/8"7 43 1-HORIZONTAL GLASS STOP ALUMINUM 6061-T6.2P THICK 1 21/32" 1 /8" T Q 7/16' 42 9/16°VERTICAL GLASS STOP ALUMI0M6069-T6.07W THICK 1 9/54° 1/2 1 -F 1/4.7 76 BOX SCREEN SWEEP ALUMINUM 6w-mow-MICK DescmrnON RMSED PER NEW REOUIREMENTS ---t 13/16" .4P9 1747/64- i 33 13/4-SILL RISER ALUMINUM 6069-T6.WVTHIOK �� 13/16" E2 63/64' 35 3'SILL RISL ALUMINUM 6069-T6.060' THICK �—+ 13/I6- 2.L11 L 415/54- 37 41/4'SILL RISER ALLWINUM 6069.78.060-THICK od0 ,wvimrm 30/17 R.L LF- 13/16' .84" = 7 2 15/64' 3a 2 f/4'SILL RISER ALUMINLWSW6 T6.060'THICK �---f- 13/16' 2� LL 3 31/64- 36 312' SILL RISER ALUMINUM 606T-T6.060' THICK 29/64" 11/64" 1 15/32" u u 7 SCREEN ASTRAGAL ALUMINUM 6OLW6.060' THICK 7500AMSTTBIDAMDAINS 0RL&ND0,FL3U32 �vo�� dq,.aDaO� 8100 SERIES SMI REINFORCED & NON -REINFORCED COMPONENTS I 11 35/64' 11 23/32' 1 3/4" (D,5 TRACK FRAME HEAD UMINU 12 7/32" — 41//64" 69 5TRACKSILLPAN ALUTAW41NUAt .189'THICK 11 29/64' 3/4' REVlvora OESCWP110.Y mw *PR D REVISED PER NEW REOUIREMEMS 11/30/17 P.L. 1 1/2" QSTRACKFRAMEJAMB 61/64' �� uu U uu I uu I uu I uu 53/64' ALUMWUM60 46.076'THICK �J 4J l.J O STRACKSILLINSERT 87 ALUMINUM60 -716.11 THICK 8100 SERIES SMI rva ezma REINFORCED & NON —REINFORCED COMPONENTS pCf smT6 or DMO Iro. R_V .t� 08-00878 D �'hC@n:'o1��;