Loading...
HomeMy WebLinkAboutNOASCANNED BY St. LUCie County MI®DARE • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE 7500 Amsterdam Drive Orlando, FL 32832 SCOPE: MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m iam idade.gov/economy 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 AFIJ (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 114000 (SG)" Aluminum Single Hung Window - S.M.I. APPROVAL DOCUMENT: Drawing No. 08-02217, titled "4000 Aluminum Single.Hung Window SGP Equal.Leg and Flange - SMr', sheets 1 through 13 of 13, dated 09/05/13, with revision C dated 11/29/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number -and expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city„ state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable 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 terminafe;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 fuser 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# 15-0723.06 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 Sifang Zhao, P.E. NOA No. 17-1219.28 03/0 t lie I$ Expiration Date: March 27, 2019 Approval Date: March 08, 2018 Page 1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under-NOANo.13-0917.10) 2. Drawing No. 08-02217, titled "4000 Aluminum Single Hung Window SGP Equal Leg and Flange - SMI", sheets 1 through 13 of 13, dated 09/05/13, with revision B dated 07/13/15, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. B. TESTS , 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 - 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-210-3883-01, dated 08/13/13, signed and sealed by Gerald J. Ferrara, P.E. (Submitted under NOA No.13-0917.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 06/09/15, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. 2. Glazing complies with ASTM E1300-04 D. - QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. NOA No. 13-0917.10, issued to WinDoor, Inc. for their Series "4000 (SG)" Aluminum Single Hung Window - S.M.I. approved on 03/27/14 and expiring on 03/27/19. Sifang Zhao, P.E. Product Control Examiner NOA No.17-1219.28 Expiration Date: March 27, 2019 Approval Date: March 08, 2018 E-1 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-02217, titled "4000 Aluminum Single Hung Window SGP Equal Leg and Flange - SMP', sheets 1 through 13 of 13, dated 09/05/13, with revision C dated 11/29/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification, complying with FBC 6'a edition (2017), dated 11/29/17 prepared, signed and sealed by Luis R. Lomas, P.E. 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. F. STATEMENTS 1. _ Statement letter of conformance, complying with FBC 61 Edition (2017), and of no financial interest, dated 11/29/2017, issued, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. NOA No.15-0723.06, issued to WinDoor, Inc. for their Series "4000 (SG)" Aluminum Single Hung Window - S.M.I. approved on 04/07/16 and expiring on 03/27/19. c� Sifang Zhao, P.E. Product Control Examiner NOA No.17-1219.28 Expiration Date: March 27, 2019 Approval Date: March 08, 2018 E-2 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) INCLUDING THE HVHZ:' 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NCT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER CF RECORD. 7, BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS - PROVIDED. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4', 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS. LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10, WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: ALUMINUM 6063-16. 12. UNITS MUST BE GIAZED PER ASTM E1300-04 SEE SHEET 2 FOR GLAZING DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS N T REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. WHEN INSTALLED AT 30.0 FT. OR HIGHER ABOVE GROUND LEVEL 14. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ELCO CRETE—FLEX SS4 WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 4 ELEVATIONS 5 — 6 CROSS SECTIONS 7 — 11 INSTALLATION DETAILS FEVB(MIS FFv OESCPIPndn w.lE I➢v . C REVISED PER NEW REQUIREMENTS n/29m R.L. ' 15. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 CUT —THREAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE _ WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 16. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS MINIMUM GRADE 5 WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. 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 jaRAVITY OF Gm0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 16GA; 33KSI OR ALUMINUM 6063-15 1/8" THICK MINIMUM SIGNED: 02a8/201B W 1111lVVl' ORLAN00, FLJ]872 J JWS.....`.}4 RRODUCTREVI3® ¢ CORPOAATP.D ��°"`mM'�'t� : `:: `•JPFNSF m com➢bong wdhID: Fia:fEn unm mm.nwiMmrincmm DWidvd Codc Acx➢teace No • L q.i8 4000 ALUMINUM SINGLE HUNG WINDOW SOP - No.6uta Bx➢ieedan Dmn q EQUAL LEG AND FLANGE — SMI �//�,NOTES '•0 � M � N�Lurv'lSeEe pmpy gNwtt LIwC rvO. Fn -0 eRloa( ,o•, sumLu N.G.. 08-02217 C FR HE 4" MAX MAAX 107" MAY FRAME WIDTH 15.. 7 1/2" MAX TYP. MAX TYP rOC. -{ A 4" MUSEENCHARTTER 6 4 7/8" MAX T I- �� O 9 1/2- MAX D.C. bIE f IH- 61B/4" 6 1 18" 618/4 I6 1 III ;HT I MEETING RAIL CLUSTER CHARTS#3B J� A 7/B" MAX 15" I MULLION 4" MAX I -MAX »{ CLUSTER s O.C. 7" IMX 7YP. 10" MAX TYP. 4000 ALUMINUM SINGLE HUNG TWIN WINDOW EXTERIOR VIEW FORWOODINSTALLATION DESIGN PRESSURE RATWO IMPACT RATING 385.OPSF SMALL MISSILE IMPACT RC 90NS NOTE: pry OE9CPIFfION Ontt ePPPOVED 1. FLANGEUNITDIMENSIONS:IOB'X77'71P MAX 2. INTERIORAND EXTERIOR FINISHES, SYOTHERS, C IRPASED PER NEW PEOUiREN[NTS II/29/n R.L. NOT SHOWN FOR CLARITY. 3. SILL RETA/NERFULLLENGTHOFSILL v CHART #1 FOR METAL AND MASONRY/CONCRETE INSTALLATION MEETING RAIL CLUSTER SEE CHART #3 4 9/16" MAX TYP. 3 ANCHORS TO BE EQUALLY SPACED FOR NUMBER OF ANCHORS REQUIRED SEE CHART �3 THIS SHEET. DESIGNPRESSURERARNG IMPACTRATING t59.1PSF SMALL MISSILE IMPACT Devon P1ea1]4 /PhI Fame FLmna WMiM1 (in) 14p401 mm >zm Bam am 1W.m (N) Pm NW Poe NW Phis Pal NW Pm JIM 4A.m 1m.0 mA 1m.0 lGo.o 1m.0 Imo 150.0 Imo IWO %m 1M. 150.D 1m.0 1m0 l2onT4,0 15D.0193.0 IWOfl112.0 1m0 Ixm 1m.0 15W Imo 1910 1m.0 I:A.O14IS 1m0 4am 1Z10 Iwo 1m0 Iwo 1m0 IWO129A 111.9 QLm IWO 1wo IM.0 Iwo m.0 1".8119.6 iW.2 um- 1m0 two 1m0 1m.0 1m0 INN112.0 INS OB.m 1m.0 iW.O 1mA 1393 1m0 Y21A10].2 91.3 wo 1m0 1]5.R I-. tA.9 INA ImA6fl8 8I.2 M.W 1m0 128.0 1122 1122 W1.0 1 .002.0 &5.0 CHART#2 FOR WOOD INSTALLATION . Oetlpn Pl4avelPaO ' Fame FemeWWK(NI Ham) am 72m 44m Aam IOxm (N) Pw NW Poe NW Poe NW Poo NW Pao NW .]5m 120A 11B2 11 1182 1m.0 1182 1m.0 1182 1123 1123 .tam 120.0 11a2 tmA 1132 120D 1183 110.4 110A U6.) 96.7 42m 120D 116Q Imo 1182 111 '11.1 ARA 564 B58 0.8 4am 1m0 1182 120D 118.2 1OTA 107.0 m.) 69.1 ]]A 77.8 50m im.0 11a2 1mA 11a2 tm.] 100.7 612 832 71.7 71.7 Qom I= 116.2 1mA INN ®2 892 3 183 67.1 6I.1 Bam 10.4 10.4 Be.D B0.0 813 Bea res 14s ®s 67s lim 65.2 .2 ne 833 ]5.4 ]SA fiB.S �5 me 60.0 ]am 89.0 '69.0 MID 'IB.O .2 m2 61.0 .0 59.1 59.1 ruanTBI �000 e�oo�Ea ooE.�0000©000©E70E�I© o �,[:_7l10 a ©®©©oE�Eava E!•©©00 S! 0!1 � iaooaaE>•o Eat�000Ol7llE)•O E7010© m � �� E 1.O tf• E)• E✓ • O l7110 0 0 E!• E� S � ©!) • 0 O QT.Il180O �11000�!lS�Elat�s�0la©O m•-.>• ©E1000E1�� Q� ©©l71O0 ©0O ©EJ•E�s!• mo_ __®oo©�aoo©a�a�aoEa��ao©�E�o MISSILE LEVEL A. WMDZONE4AND HVHZ MISSILE LEVEL D, WIND ZONE 4 AND HVIQ FOR OTHER UNITS RA77NGS SEE GHART#1 FOR OTHER UNITS RA77MGS SEE CHART IT 7/16" 15/16" .035" SENTRYGIAS 3/8" AIR GAP BY KURARAY 3/16" HS EXTERIOR 3/16" HS .035" SENTRYC(AS BY KURARAY ��(%��t� 7500 AAISTERDAM DRIVE in 3/16" HS 3/16" HS 1/8" TEMP • moor OALANDO.PL32832 11 31 32 31 ALUMINUM PXCDUCTREVISED mpnmylyir8 rvi05u Rmida ee.�wr,,m4Wu INGORPOILATP.TJ nve.,n.arn aem.alodueiou INTERIOR SPACER SYSTEM 12 Bin14iB Coo'dlji"C4000 £ P""na10u ALUMINUM SINGLE HUNG WINDOW SOP EQUAL LEG AND FLANGE - SMI %311VBITL 3/A" BITE TWIN ELEVATION & GLAZING DETAILS SIKA 552 - BE INTERIOfl tl0aaatl F� m� I. due Cawol _ DPnnv: mxc Na EXTERIOR SIKA 552 N.G. 08-02717 GLASSA GLASS BEDDING scut NITS 6+rc 09 OS/13 $1�2 OF 13 SIGNED: 02719/2018 1 =15 W 9 M FR, HEI 4 8" \X 1ME 6HT MEETING RA CLUSTER S CHART 9 1/2" MA% O.C. 1 �� � I 4 3/4" MAX 53" MAX FRAME WIDTH - 15" 4' MAX 0C 6 I ANCHORS TO BE EQUALLY SPACED 7/8" MAX 1 FOR NUMBER OF SEE CH�REQUIRED THIS SHEET. 9 1/2- MAX O O.C. I T- MEETING RAIL CLUSTER SEE CHART #6 1 4 9/16" MAX TYP. 6 1/4" 16 i/4" 7 9/16" MAX TYP. IL 1B �fi 1 10 9/16. MAX TYP. I a6 4000 ALUMINUM SINGLE HUNG ORIEL WINDOW EXTERIOR VIEW METAL AND MASONRYICONCRETE INSTALLATION DESIGN PRESSURE RAT 1N0 IMPACT RATING +120.0%150.OPSF Ste' MISSILEIMPACT MISSILELEVEL D, WlNDZONE9 ANOHVHZ FOR OTHER UNRSRAT/NGS SEE CHART" NOTE: 1. FLANGE UNITDIMENSIONS: 54'X97' TIP TO TIP 2, INTERIORAND EXTERIOR FINISHES, 8YOTHERS. NOTSHOWNFORCLARITY. 1 NO FASTENERS IN SILL, ATSINGLE UNITS ONLY. RMSOYS REVS DESCR,M. WE MPRMD C REVISED PER NEW REQUIREMENTS 11/29/17 R.L. I CHART #4 FOR METAL AND MASONRY/CONCRETE INSTALLATION Maximum dedon premlre mpetlry Ulan (pay Frame Panel dOm ON Ndylrt mo 9M0 420 9M0 610 (In) Pea Nq -Pas Nag Roo Ntp e, NW Pon Nag ]MO 1m.0 '..O 1. 1. 1m0 150.0 1m0 15a0 1m0 150.0 0 1m0 50.D tE0.0 150A 1m0 160.0 1m0 150.0 1m.0 1W.0 no 1JII.0 1W.0 120.0 150.0 1N0 Imc, 1m.0 1500 1m.0 1SI.0 &M0 dm.0 15oa m.0 150.0 Imo 150.0 13a0 150.0 131.0 15A.0 - - rue RTlfc Minimum das/gn pBssula mJy ForunitalnsM/ledln "OdaubslreM Frame Frame Yadm NI Height 3a00 J W 42.0U 48.M am IN Poe N Pea N Pea N Poe Nap Pea N ]B.W 1m0 1.5 1188 10f.D 1m.0 1m.6 1w.w 1083 aS8 117.41111.41107.11I-19t;tOJ.J 1 100.8 10ag u t00.g War 1145 1325 11aA ",.5 111.E 1118 10.1 1m.] Iml 108d '. Met, aa00 1148 1118 1025 1025 lImP t1B3 11B8 101.] 101.] 1�.1 1W.1 rWARTB Number olanNor bwtbns reaulra0 FWa Vent FrameN hh gm Frame Itle Ilm Sam 9M00 42M 4a00 am Wight yr11 hIft (ml hIft Iml Men! Jamb upFd Meanng nil cludr JamO I.x1r Hasa Jamb upOd Merlgg tall dusts Jamb lord Hod Jamb MaoPPg uppr rail duaer bmb loser Nod Jamb uPPd McNmg n/I clu4r Jamb law Nsd Jamb upper "ZrN tell duatd Jamb lomr ]800 4200 99.LN 3 2 2 2 3 3 3 2 3 3 3 2 0 3 4 3 d 3 4 3 BA00 9M0a JMW 3 3 2 2 3 0 3 2 3 3 3 2 4 3 3 4 3 5 3 9a0a 6400 JM00 3 3 2 2 9 3 2 4 3 2' 4 0 3 d d 5 3 9000 Wag JMW 3 d 2 2 3 d 3 2' J J 3 2 d d 3 d 5 6 3 mw .,, roor.I.Tl 1u DESIGNPRESSUREflATING IMPACTRATINO t109.IPSF SMALL MISSILEIMPACT MISSILELEVEL D, IWNDZONE4AND HVHZ FOROTHERUN/TSRATINOSSEE CHART 0 ��TT �T� 7500AMSTBRDAMDRIVE WinDoor P2GO:ICT R.^.ViSED ORL9NDO, FT. 32832 as nunplyiR9w60u FlmiOa INCORPOAATPTJ re: rr.mlava vamaiadoatioo E.demg code gr4ptsnce Nol �LL�I�2 4000' ALUMINUM SINGLE HUNG WINDOW SGP Grpica0ar.11uoD�ill Mlq EQUAL LEG AND FLANGE - SMI By _ ORIEL ELEVATION Af iaai Dodo HoOr! Cavhnl N.G. 08-02217 ffltE NTS MlE 09/05/13 .UJ3 SIGNED: 02/19/2018 \`111111R mlprrr. No. 62514 0 ' 'VIONAL1E?.\. 9 M F HE] .r 53" MAX FRAME WIDTH NOTE: a 15" 1. FLANGE UNITDIMENSIONS:Si"X9T TIP TO TIP 4" MAX �OMAC. 5 4" MAX P. NOTSHOWNFORGARRRY IOR FINISHES, BV OTHERS, ' 3. NO FASTENERS IN SILL ATSINGLE UNITS ONLY. ANCHORS TO BE /B•• MAX EQUALLY SPACED T CHART#) I FOR NUMBER OF ANCHORS REQUIRED FOR METAL MASONRY/CONCRETE INSTALLATION 4 7 RAME 9 1/.0 MAX O.C. O MEETING RAIL 1/4" 16 1/4" CL USTER SEE 18 ;F- 18 CHART b9 I 5 AX GHi II I 9 t/I 2" MAX D.C. L 4 3/4",MAX I s 4000 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW I FOR METAL AND MASONRYIWNCRETEINSTALLATION DESIGNPRESSURERATING IMPACTRATING +120.0%150.OPSF Ste" MISSILEIMPACT MISSILE LEVEL D, WIND ZONE AND HVHZ FOR OTHER VNITSRATINGS SEECHART#7 _ SEE CHART fig THIS SHEET r 4 9/16" MAX TYP. r 7 9/16" MAX TYR 10 9/16" MAX r TYP. STER FOR WOOD. INSTALLATION Renswxs oEstRiPwx ue*[ enxrn.4o REVSED PER NEW REOUIREMENTS ] 11/29/17 R.L. CHART #8 FOR WOOD INSTALLATION Maximum des r M ecl r 8fl Maximum A05 pre33 mad d1a12Ip Flamm HdOM pn) Pier. NON Oa) F.. Hdp01 pN P..v MOIN Be JOO Ja0 42D 48.0 020 J00 J0.0 420 4A0 W.0 PO4 w Pw Nap Pw N4C Pw Np P. Nap Pw N1g Pw Nm Pw Nap Pw Nap Pw Nap J(0 120.0 IWO 1MA IWO 1N.0 IWO 120.0 IWO IWO IWO 3" IM.O 147.E 1M.0 11.0 IM.O 147.0 1M.0 147.6 1M.0 14T.0 420 IAA IWO 10.0 IWO 1A.0 1WA 1200. IWO 120.0 IWO 420 1MA 147.8 1M.0 147..6 IA.O 147.6 1M0 147.6 IWO 147.5 46O 1A.0 IWO tA.O IWO 120.0 1W.0 120.0 IWO 12RO IWO 4 O 1 19. tA.O 14].0 M. 14. 1 .0 f0.0 IWO 43.a aL0 10.0 fw- 1XW 1W0 tA.O 1 T=- 1WD 120.0 1W.0 4t0 /M.0 1dT.0 tA.O 1d].0 120.0 14Z1 iM.O 141.E iM0 139.9 00.0 1M0 1W.0 10.0 1W0 IA.O 1WA 120.0 1W0 120A 1WA 00.0 tA.O 14i.B 1M.0 IM.e M.0 13a.9 1A.0 191.1 1M0 12T.8 $to IAA IWO IWO IWO MO IWO 12MO IWO 120.0 IWO 0&a IA.O iq.e tA.O 1412 1A.0 131.3 1A.0 1A.0 1120 110.0 MO IWO IWO IMO I= 1M.0 IWO 120.0 IWO 1M.0 IWO T20 1M.0 147.8 1M.0 1113 1M.0 1M3 110.0 113.0 112T 112.7 1a0 iM.O IWO 1A.0 IWO iffi0 IWO IMO 1W.0 1M0 1W.0 iB.O 1M4 14i.e iR0 1383 1M.0 12d0 I19.8 113.8 1m.9 1W.9 OAO 1M.0 IWO IWO IWO 1M.0 IWO 12MO IWO 1"0 IWO !t0 14.0 147.6 iM.O InS 1199 11S9 110.1 110.1 1"1 I041 NO 1A.0 IWO iMA 1W.O 1M.0 IWO 1220 IWO I= 1WA 00A 1M.0 I4T6 IWO 131.1 1173 1173 10T.3 10i.3 101.0 101.0 010 1=0 1W0 I= 1W0 iMA IWO 12U IWO 1200 IWO no 1M.0 147.6 1M.0 12M1 115.1 115.1 INN 104.9 M.4 88.4 ! UAGT NO �0®00 �0®INEMEN'Sm®NSaaISME&A0 o�000 ©o©o o��a000©000©© �Eaoao ©�©o o�fa©oo©�aoo©�� m ©oiaoEa�Ea�:a r.�o©o ooEafao�a©�>• ®o©o©o©©o�©o oo©ft�ooE� m©o©r��afa©©oEa©fto©oEao©o© ©oa©ova©©o�:ao�:toao©o©o© m©o©©©©©©rr©o©ofa�Eao©tea© ©©EJ•©©D©©O©O©f�!)•0©O©tom!]• DESIGN PRESSURERARNG IMPACria4mG ±98.4PSF SMALL MISSILE/MPACT MISSILE LEVEL D, WINDZONE4AND HVHZ FOR OTHER UNITS RA7INOS SEE CHART#8 SIGNED: 02/19/2018 7500 WinDOOY OALANDOFL3BDRY JigR;'L0A -..-,- y+' PRODUCE REVISED INCORPORATED avw.aladoollncwm �� 110ENgF'.51 FfaYda - '• - 4000 ALUMINUM SINGLE HUNG WINDOW SGP 110IyiepwiNlAe Build:�+CoO_ - No. C25 Aae0lvlmNo "ILI E�OatiOODa4 2. 9 EQUAL LEG AND FLANGE - SMI EQUAL LEG ELEVATION ❑*[• *- _ jFyJ_ =-0 i,l�'�IR-""""; ¢- BY_ � MimilDa0d Aa4adOatrd ��O '. aiAM OF �' ((]1 �'....!10R....toll, N.G. N.G. OS-02217 C S ']/, ZONAL EN``� sv.[ NTS WE 09/05/13 3Xa'4 OF 73 W9 PARTS LIST REVISIOxs RN DEWRIrn N DAIS I AAFR;Z C REVISED PER NEW REONIREMENi6 I1 /29/V R.L. 1© INTERIOR 1© OR R 18 - - 11 28 -- " - 2 10 1D 10 FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 7- 11 1 3 3 3 17 OR 1 3 3 8 ©OR 3 12 3 OR(j) EXTERIOR e'. HORIZONTAL CROSS SECTON _ 5 'SINGLEUN/T , © 11 OR1 INTERIOR OR _ 31 2 31 31 19 2 10 11 2 19 13 1 OR 11 It@ I 11 OR 1 -- 3 � - - -- 8 3 — - 3 D V... ©OR 3 I 1 EXTERIOR l"J _ e HORIZONTAL POSTCROSS SECTION - 5 TKIN UNIT - SIGNED: 0211912018 7500 A\ISTERDAM DRR'E \\`pV1IIIIIpry A'. WinDoor ORLANDO, PL 32832 NS R: L01yj t4tOnucrfeevls6o J q clamFl%ioe�Knlne Floam II1COIAPORAIP.IJ v°°°°:u•'0ini°m6i°0 oindooun�mm �' 00EN°E "�S'��' DwRase coa: Atwytaallo IL19.L8 4000 ALUMINUM SINGLE HUNG WINDOW SGP IDT6roriooLam,Q EQUAL LEG AND FLANGE - SMI B.O.M. &CROSS SECTIONS =9 �- •/(/r_ �Mimni DnCe Aod�a Control 0 '•, bRAtE OF 4U DPdwN� ORN0. - PEv : A.•....!YORIDP,:'G\?: . SCHE 08 NTS DAZE 09/05/13 s-E 27 5OF 13 C '',��SSi�NAL IEaR1� NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 FS-06612 FRAME HEAD EQUAL LEG KEYMARK ALUMINUM 6063-T6 2 FS-06613 FRAME SILL .EQUAL LEG KEYMARK ALUMIINUM.6063-T6 3 FS-06514 FRAME JAMB EQUAL LEG KEYMARK ALUMINUM 6063-T6 4 FS-06661 FRAME HFAD FLANGE KEYMARK ALUMINUM 6063-T6 5 FS-06662 FRAME SILL FLANGE KEYMARK ALUMINUM 6063-T6 6 FS-06663 FRAME JAMB FLANGE KEYMARK ALUMINUM 6063-T6 7 FH-06615 FIXED MEETING RAIL KEYMARK ALUMIXUM 6063-T6 8 FH-06616 MEENW. RAIL KEYMARK ALUMINUM 6C63-T5 9 FH-06617 LIR RAIL KEYMARK ALUMINUM 5063-T6 10 FS-06618 SASH JAMB KEYMARK ALUMINUM 6063-T6 11 FS-06657 7/16- GLASS STOP KEYMARK ALUMINUM 6063-16 12 FS-06619 1' CLASS STOP KEYMARK ALUMINUM 6063-T6 13 FH-06668 VERTICAL IMPOST KEYMARK ALUMINUM 6063-T6 14 FS-04501 HEAD RECESS COVER KEYMARK ALUMINUM 6063-T6 15 FE-5031 SILL SNAP LOCK KEYMARK ALUMINUM 6063-T6 16 55-06671 HEAD FILLER KEYMARK ALUMINUM 6063-T6 17 FS-0669 SILL RETAINER KEYMARK ALUMINUM 6063-T6 18 H4000-BL-SL202 SASH LOCK WNDOQR 19 BLOCK AND TACKLE BALANCE YBNDOOR 20 84000-%%-150 SCREEN HEAD, JAMB AND SILL WINDOOR ALUMINUM 6063-T6 21 SIODID-BL-220OR SCREEN SPLINE WINDOOR 22 SBV-XX-O60DZ SCREEN CLOTH WINDOOR 23 54080-ML-FBll SCREEN CORNER KEY WNOOOR ALUMINUM 6063-T6 24 122003 .187X.350 FINSEAL ULTRAFAB 25 W4000-BL-20218 .187X.300 WEATHERSTRIP FRANK LOWE PROLON 26 W4000-BL-SCE42 1,30OX1.75OX.375 CLOSED CELL PAD TEAM PLASTICS FOAM 27 122001 •187X.220 FNSEAL ULTRAFAB 28 122002 .187X.240 FNSEAL ULTPAFAS 29 131096 Q6X3/4- SWEEP ATTACHMENT SCREW STAINLESS STEEL 30 131014 (8X1' RAIL ATTACHMENT SCREW STAINLESS STEEL 31 121104 SETTING BLOCK FRANK LOWE 85 OLRTO SHORE A 32 C40DO-91-351AX PURFECT GLAZE HOT MELT COMPOUN HENKEL AMERKAS 33 FS-07419 FRAME EQUAL LEO W/ CHANNEL KEYMIFRX ALUMINUM 6063-T6 34 FS-07410 FRAME FLANGE W/ CHANNEL KE9MIARK ALUMINUM 6063-76 35 FH-06670 SHEAR BLOCK KEYMARK ALUMINUM 6063-T6 36 FS-07492 REINFORCEMENT KEYMARK ALUMINUM 6005-T6 37 FS-07493 REINFORCEMENT KEYMARK ALUMINUM 6005-T6 - LA r FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 7 - 11 1 16 OOR 1 31 OOR 1 31 3 it OR 1© 3 11 OR 1© 2] 6 SEE DETAIL E SHEET 13 I IT VERTICAL CROSS SECTION 6 SINGLE LNG AeVERTICAL CROSS SECTION 6 TWIN UNIT I REV190N5 DESCRn0N MiE MHMVED REVISED PER NEW REQUIREMENTS 11 11/29/17 R.L. EXTERIOR 1e OOR 36 i 1 3 11 OR 12 INTERIOR z ze OPTIONAL HEAD FRAME - EXTERIOR _ 16 33 OR 31 lq 11 OR Q INTERIOR 2 8 OPTIONAL HEAD FLANGE FRAME VERTICAL CROSS SECTION FLANGEFMME MEETING RAIL NOT SHOWN WinDoox ORLANDO, FL3832R ersoaocrRrwsen ='&V xa mntnly'ag .N9itM1a EloNd9 INCOAPORA7'F.TJ nemumuw asw.cmdoodn<sum S� SmC ik.. hscOt=uoLlJ. q,� 4000 ALUMINUM SINGLE HUNG WINDOW SGP Trda:im: Doteo q EQUAL LEG AND FLANGE — SMI 6y er�— B.O.M. & CROSS SECTIONS t5:6m1T3Sd9NodYnCOnwl CN'MV: UM N0. ftC N.G. 08-02P17 C $GEE NTS IDME 09/05/13 1g"ED6 OF 13 SIGNED: METAL 1" MIN. 1" MIN. _ STRUCTURE EDGE DISTANCE EDGE DISTANCE BY OTHERS 1 7/16" MIN. WOOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS , BACKER ROD 1/4_ MAX. & SEALANT SHIM SPACE SEE NOTES 1/4" MAX. THIS SHEET #14 SMS OR BACKER ROD SHIM SPACE SELF DRILLING & SEALANT SCREW SEE NOTES THIS SHEET #14 CUT -THREAD -YYT WOOD SCREW II nr' Fin EXTERIOR EXTERIOR Ih. "" Rn I -_;�; INTERIOR 1 INTERIOR SILL RETAINER AND SMS OR E#14LF SELF DRILLING SILL RETAINER AND SCREW f14 CUT -THREAD (TWIN UNIT ONLY) WOOD SCREW (TWIN UNIT ONLY) SILL TO BE SET IN A BED OF SILL TO BE SET APPROVED SEALANT IN A BED OF APPROVED SEALANT BACKER ROD BACKER ROD '& SEALANT 1/4' MAX. & SEALANT SEE NOTES SHIM SPACE SEE NOTES THIS SHEET THIS SHEET 1/4' Max. METAL SHIM SPACE STRUCTURE BY OTHERS 1" MIN. W007 FRAMING �—� EDGE DISTANCE OR 2X BUCK By OTHERS 1 ""6. MIN. EMBEDMENT A VERTICAL CROSS SECTION RWL IS REV DESCRIPTION WR APR D C Rc ASED PER NEW REQUIREMENTS 11/29/1] R.L. /4" MAX. SHIM SPACE I II INTERIOR i 1" MIN. EDGE DISTANCE V4 SMS oR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR BACKER ROD ' & SEALANT JAMB INSTALLATION DETAIL SEE NOTES T MEFALSTRUCTUREINSTALLARON a THIS SHEET 1 7/16" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE J_ INTERIOR 1' MIN. EDGE DISTANCE #14 CUT -THREAD WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR BACKER ROD & SEALANT JAMB INSTALLATION DETAIL eB SEE NOTES 7 W000 FRAMING OR2XBUCKWSTAL1AT10N THIS SHEET SIGNED: 0211912018 e METAL STRUCTUREINSTALLATION 7500 AMSTERDAM DIM WinDoor CIRTANDQFL326.12 i" MIN. REVISC INCORPORATP.D Rnmmia''i0° mwvamdoonnc.mm 4000 ALUMINUM SINGLE HUNG WINDOW SGP EDGE DISTANCE V�'c'D:O zl 38 NOTE: mil'"9o�n J^"1e q EQUAL LEG AND FLANGE - SMI e VERTICALOR2XBU SECTION 1.-INTERIOBAND EXTERIOR FINISHES BYOTHERS, Vo FLUSH INSTALLATION DETAILS 7 WOOD FRAMING OR 2X BUCKWSTALLA710N NO IMETER FORCTARRY. 2 E2112. , Pr TI'ow,I DadPY:D�aCcctrd - - DwD Iro.- DESIGNED DESIGNED INACCORDANCE WIT ASTM N.G. N.C. 08-02217 R OSESDANCEWRHASTME21f2. TO BE SEALED WRH APPROVED uuE NTS 1D^E 09/05/13 �D7 OF 13 SILICONE. SILICONE. I I 2 1/2" MIN. RA31pM15 EDGE DISTANCE Rn oESCRlanox WE Iwano+Eo — C REVISED PER NEW REOWREMENTS 11/29/17 R.L CONCRETE/MASONRY ° ° •e 1 1/4" MIN. • 1 1/4" MIN BY OTHERS < EMBEDMENT _ EMBEDMENT _r OPTIONAL 1% BUCK OPTIONAL 1% BUCK SEE NOTES 3-7 SEE NOTES 3-7 ' SHEET 1 SHEET 1 CONCRETE/MASONRY - 1/4" MAX. 1/<" MAX. BY OTHERS SHIM SPACE BACKER ROD*iLl SHIM SPACE & SEALANT SEE NOTES 1/4" ELCO CRETE-FLEX THIS SHEET SS4 1/4" ELCO CRETE-FLEX -iYT- SS4 . INTERIOR 2 • a U__nnJl MIN. EXTERIOR INTERIOR EDGE DISTANCE EXTERIOR I BACKER ROD & SEALANT SEE NOTES THIS SHEET - eS JAMB INSTALLATION DETAIL B coNCRETEMASONRYINSTALLARON SILL RETAINER SILL TO BE SET AND 1/4" ELCO CRETE-FLEX SS4 IN A BED OF (TWIN UNIT ONLY) APPROVED SEALANT NOTE: ' 1. INTERIOR AND EXTERIOR FINISHES BYOTHERS, NOTSHOWNFORCLARR .. BACKER ROD 1/4" MAX.R PERIMEIERANDJOINTSEALANTBYOTHERSTOBE & SEALANT r DESIGNEDINACCORDANCEWRHASTME2112. SEE NOTES SHIM SPACE 3. PERIMETERTOBESEALEDWRHAPPROVEO THIS SHEET —IL SILICONE SIGNED: 02/19/2078 OPTIONAL 1% BUCK —F �p� ��77�� 7500 AmsTMAM DRIVE W inDooi J1111I IIII�Ib R: L�Mq SEE NOTES 3-7 SHEET 1 ° —� 'a ORLANDO,FL3M2 FS•n r�anaun `�.`JYS • m 1 1/4" MIN. .U^T a[VLiEa TNCOAPOAATF.D x,.n.mm�l vaw.aindoodnc.wm ::v �,;•V\CENBF'•.S . CONCRETE/MASONRY n� BY OTHERS . • EMBEDMENT ^ • •Lr=m, u:n:,=ricgwi;alpe Flodm B`�Ia+.?=0'=� 4000 ALUMINUM SINGLE HUNG WINDOW SGP Auac"c:�.^:o D.I Deey EQUAL LEG AND FLANGE - SMI No. 8251a ' K•k FLUSH INSTALLATION DETAILS OF 2 1/2" MIN.e VERTICAL CROSS SECTION- -11 dum+: In'lC rm: - Rcv '�O,a'•., U Ro 2_�` EDGE DISTANCE B CONCRETEMASONRYINSTALLATION N.G. 08-02217 I, WOOD FRAMING OR 2% BUCK BY OTHERS SEALANT BEHIND FLANGE EXTERIOR 1" MIN. EDGE DISTANCE _L 1 7/16" MIN. EMBEDMENT AX. HIM ACE #14 CUT -THREAD WOOD SCREW INTERIOR METAL STRUCTURE BY OTHERS SEALAN BEHIN RANG EXTERIOR 1' MIN. 3E DISTANCE MAX. SPACE 4 SMS OR ntLF DRILLING SCREW TERIOR SILL RETAINER AND #14 SMS OR SELF DRILLING SCREW (TWIN UNIT ONLY) SILL TO BE S SILL RETAINER AND IN ABED OF /)1a CUT -THREAD SILL BE SET APPROVED SE A WOOD SCREW B IN A BED OF SEALANT (TWIN UNIT ONLY) APPROVED SEALANT BEHIND 7/4" MAX. FLANGE _l SHIM. SPACE 1/4" MAX. METAL SEALANT S BEHIND r SHIM SPACE STRUCTURE BY OTHERS "EDGEDMISTANCE FLANGE I WOOD FRAMING OR 2X BUCK BY OTHERS 1 7/16' MIN. a EMBEDMENT 9 VERTICAL CROSS SECTION METAL STRUCTUREINSTALUTTON I' MIN. PAODUCTRBWS6U mmmplybigwpplpe Flmi6e Building Code IN EDGE DISTANCE NOTE: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, A 'Ia vNo 1111 ��zla..E88 E"''m°0D0leQ}d31 q AeVERTICAL CROSS SECTION NOTSHOWNFORCLARITY. 2, PERIMETER AND JOINTSEALANTBYOTHERS TO BE DESMEDINACCORDANCEWITHASTME2112. 3. PERIMETER TO BE SEALED WITHAPPROVED BT� lAhmiOadegodcaCmtlol 8 WOOD FRAMING OR2XSUCKINSTALLAPON DR.1wI N.G. SILICONE. SCHE REWsovs OESCNITION pRiE IJFRMTD REVISED PER NEW REOUIREMENTS 11/29/17 R.L. ' 1/4"MAX. ' SHIM SPACE INTERIOR 1" MIN. EDGE DISTANCE SMS 0 " SELF OR4E WS SCREWS METAL STRUCTURE BY OTHERS EXTERIOR SEA:NT BEHIND FLANGE T_�,EAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 7/16" MIN. _ 1/M MAX. MBEDMENT I r S4" SHIPACE INTERIOR 1" MIN. EDGE DISTANCE T #14 CUT -THREAD WOOD SCREW 1LANT W000 FRAMING OR 2X BUCK BY OTHERS EXTERIOR SEALANT BEHIND FLANGE rB JAMB INSTALLATION DETAIL 9 WOODFRAMINGOR2XBUCKINSTALLA770N SIGNED: 021191201 J��T� 7500AMSTERDILM[DNVH inDoor ORT.NOO, FL 32M `1111111 N!!!E! SR. LO CORPORATF.D w � ew+.mirdoodncmm � y; • CIGENBp'• ,S ' 4000 ALUMINUM SINGLE HUNG WINDOW SGP - : No. 62514 EQUAL LEG AND FLANGE - SMI FLANGE INSTALLATION DETAILS :! :0'•, SWEDF %IFS ..�oRia'G`2 08-02217 C S C� 'gyp ONAL11�.1 NTS m1E 09/05/13 $1efT9 OF 13 . r- 2 I/2" MIN. RM90NS CONCRETE/MASONRY EDGE DISTANCE AY ocscalRnaN w1E maRrn2o BY OTHERS • C . REVISED PER NEW REOUIREMENTS 11 /]9/17 R.L. 1 1/4' MIN. ° EMBEDMENT OPTIONAL 1X BUCK —� 1 1/4" MIN. SEE NOTES 3-7 SHEET t ( .EMBEDAIEM OPTIONAL IX BUCK SEE NOTES SEALANT 1/4' MAX. ET 1 SHEET 1 BEHIND SHIM SPACE CONCRETE/MASONRY SHIM SPACE FLANGE BY OTHERS , 1 /4" ELCO CRETE—FLEX SS4 ° I��7'-(I.-1IT�� 1/4" ELCO CRETE-FLEX Il l k�l l ll SS4 INTERIOR EXTERIOR ITERIOR SILL RETAINER AND 1/4" ELCO SISI SILL TO BE SET CRETE-FLEX SS4 BED OF (TWIN UNIT ONLY) APPROVED SEALANT SEALANT BEHIND 1/4' MAX. FLANGE �' SHIM SPACE OPTIONAL 1X BUCK �- SEE NOTES 3-7 SHEET 1 ° 4 _L ' ° 3 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY °• a ° BY OTHERS 2 1/2" MIN. EDGE DISTANCE -- 2 1/2" MIN. EDGE DISTANCE 7V4 EXTERIOR SEALANT BEHIND FLANGE eB JAMB INSTALLATION DETAIL 10 CONCRETEMASONRYINSTALIATION NOTE: 1. INTERIORAND EXTERIOR FWISHES, BYOTHER$ NOTSHOWNFORCIARDY. 2 PERIMETERANDJOWTSEALINTBYOTHERSTOBE DESIGNED INACCORDANCE WIRIASTM E2112. 3. PERIMETERTOBESEALEDWRHAPPROVED SILICONE. SIGNED: 0211912018 1 PRODUCT REVISED 75W ALISTERDAM DIUVB WinDoor ORLANDO. FL32E32 INCOTLPORATEID ^, 1`T11u nu ,, JXS R;.LO, ®wmDlYine °ilh Nrc FldWa Au.Png.N AeaDumy N° 1-ILI �i>< .° 9 BMama _' ' NR. M14 LPO'. 5tA1E OF i�(ls+'.F40AtOH, �hS��NAI_, 4000 ALUMINUM SINGLE HUNG WINDOW SCPdc EQUAL LEG AND FLANGE - SMI FLANGE INSTALLATION DETAILS 0,4 NO. 08-02217 .. svrE NTS °"TE 09/05/13 s'10 OF 13 2 1/2" MIN. EDGE DISTANCE 1" MIN. CONCRETE/EDGE DISTANCE' MASONRY BY OTHERS ° e . WOOD FRAMING • ° 1 1/4" MIN OR 2X BUCK a EMBEDMENT BY OTHERS OPTIONAL 1 7/16" MIN. IX BUCK EMBEDMENT SEE NOTES 3-7 + SHEET 1 BACKER ROD 1/4• & SEALANT MAX. BACKER ROD 1 /4' MAX. SHIM SPACE SEE NOTES THIS SHEET SHIM & SEALANT . SPACE SEE NOTES THIS SHEET EXTERIORffllffERIOR _ 1/4 ELCO CRETE-FLEX EXTERIOR INTERIOR #14 WOOD 554 SCREW VERTICAL CROSS SECTION VERTICAL CROSS SECTION CONCRETE/MASONRYINSTALLATION WOOD FRAMING OR2XBUCKINSTALLATION 2 1/2" MIN. EDGE DISTANCE i" MIN. EDGE DISTANCE WOOD FRAMING CONCRETEMA4SS42 OR 2X BUCK i/4' MIN. BY OTHERS 1 7/1S"AN.EMBEDMENT BY OTHERSi EMBEDMENIT OPTIONAL 1X BUCK 1/4'•SEE NOTES 3-7 S�`�`NT MA%.SHEET 1 BEHIND SHIM FLANGE ,SPACE SEALANT #14 WOOD BEHIND FLANGELEX SCREW VERTICAL CROSS SECTION CONCRET EiMASONRY INSTALLATION NOTE: 1. INTERIORANDEXTER/ORFINISHES, SYOTHERS, NOTSHOWN FOR CLARITY. 2. PERIMETERANDJOINTSEALANTBYOTHERS TORE DESIGNED I N ACCORDANCE WRH ASTM E2112. S PERIMETER TO RESEALED WRHAPPROVED SILICONE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WinDoor PRODVCTREVISED INCORPORATFID mmmplyinewiNNe Fluid9 ➢MMIne Code AcceplmmeDyNox IT, Iz Rxs n0e0an DyM 4000 ALUMINUM EQUAL LE INST vM Mi Minml➢Rdc Pmduc((botrol Dw.vM: N.G. PEV5Wtt5 OFSCRIi11ON 641E MPRDVED REVISED PER NEW REOUIREMENTS 11/29/17 R.L. 1' MIN. METAL EDGE STRUCTURE DISTANCE BY OTHERS MAX. SHIM SPACE BACKER ROD ���, & SEALANT SEE NOTES THIS SHEET J14 SMS OR EXTERIOR .INTERIOR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL SMUCTUREINSTALLA710M 1' MIN. METAL EDGE STRUCTURE DISTANCE 1/4' BY OTHERS MAX. r SHIM A SPACE SEALANT BEHIND FLANGE #14 SMS OR SELF DRILLING SCREW VERTICAL CROSS SECTION ALLATION DwO METAL STRUCTURE INSTALLATION SIGNED: 0211912018 7500 ANE LFADAM DRIVE `T11UunIpR/ ORLANDO• PL 82832 � `JN9 R;,LoMq" d V:' VCEN3F'•..S 'i rkw.ui� cvam6dooriucRam SINGLE HUNG WINDOW SGP — N.. OM14 G AND FLANGE — SMI —'kj //ff �!J DETAILS ,p,/�• 1A. _ 08-02217 REVf/ORIDN.' C �pO ''. STATE OF 'sFSoL"•^••':TJC?.� -- RN00NS REV DESCRIPTON 0.01E ♦PPRMD C REVSED PER NEW REQUIREMENTS 11/29/1] R.L. 3 13/16" 3 13/16" 2 3/6" 3 1/2"11, 1 15/1fi I� - IA�IIII` I I— 4 3/6' 3 1/2- 3 5/lfi r a � t 3/4 Z 1 4 �1 1 (il FRAME (2) FRAME SILL (i) FRAMEJAMB (4) FRAME FLANGE O5 FRAME SILL FLANGE ©FRAME JAMB FLANGE Oj FIXED MEETING RAIL `dLUMINUM6067.76.063'TNICK ALUM/NUM6M-T6.='THICK �LUMINUM6063-76.OE3'THICK `ALUMINUM6063-T6.003'TH/GK ALUMINUId6069-T6.OM'TN/CK ALUMINUM606346.063 THICK ALUMINUM60K-T6.07) THICK {'I�y "�' '0 2 5/16" 1 —18" 1 g MEETING RAIL LUMINUM 6063-16.0&1'THICK' 16,I I r T1 11 1/4" 1 g SILL SNAP LOCK ALUMINUM 6063-T6.060' THICK t 6 /E8" 6" 16" 1 11 /16" %l LIFTRAIL io SASHJAMB 77 t2 GLAZING STOP LUMINUM6p63'T6.063'THICK LUMINUM6005-T5.020'THICK LUMINUM6063-T6.040'THICK I I 14, T 16 HEAD FILLER ALUMINUM 6063-T6.063' THICK 3 9/16"' r 3 4 t FRAME W/CHANNEL 33 ALUMINUM 6063-T6.063'THICK 41 t 2" VERTICAL IMPOST 13ALUMINUM6005-T61.062'THICK IL 2 11/4 34 FRAME W/CHANNEL ALUMINUM 6063-T6.063'THICK FEl, /16" I- 5/16" 14 HEAD RECESS COVER ALUMINUM 6063.76.063' THICK 1 3/8 3/8" bd7 SILL RETAINER 17 AL UMINUM 606i-T6.063' THICK � 7500 AMSTBRDAM DRIVE TOOY ORLANDO,PL3M32 PmDUCTREVifiED m mmpyinB wnh Oro FIgYL ORATED P°0 unte'wn w.:iin�etnw mmw.mlMwtMcmm 6vilD .N A.c:p.a Na �EQUAL E4000LUMINUM SINGLE HUNG WINDOW SCP LEG AND FLANGE - SMI COMPONENTS NTS 08-02217 SIGNED: 02/19/2018 R 1 L01jI'%. JCS ..:.....4t �,i'pCEN36 `..tP i OF I lF-LJ 1 15/16" SHEAR BLOCK 35 ALUM/NUM 6063-T6.090' THICK #5 X 3/4" SMS OR SELF DRILLING SCREW .I 1 3/� III(7IvQ� 1 7/4.' UU(Irl�l. ,� 1 SI/76 U U—� �36 REINFORCEMENT 37 REINFORCEMENT UMINUM6005-T61.090•THICK UMINUM 6005-T61.090'D4CK #8 X 3/4" SMS OR � SELF DRILLING SCREW FRAME CORNER DETAIL (2) p8 X 2" PH SMS J . PCV6INS PEV 06CRIP1mN C REVISED PER NEW REOUIREMENiS ma L INfER10R i /2" —{ I - DETAIL E SHE4RSLOCKINSTALlAT10N 7500 AMSIEBDM DRIVE Wi�.,7� nDOOY ORLANDO,FLA3M2 m Pvm01WS1^N Fl°� INCO"OAAIPD �y„��an'ian maaaindoodvumm ewlan6CaEe AaCcylunm No 17•IZ19. 4000 ALUMINUM SINGLE HUNG WINDOW SGP Dg0lcriuo Dm: EQUAL LEG AND FLANGE — SMI COMPONENTS M�IOaW AemU CaRDN CRPWN: DWC ND. N.G. 08-02217 C uuE NTS w 09/05/13 JVCV13 OF 13 MlE MPRNSD 11/29/17 R.L. #6 X 1/2" SELF DRILLING SCREW 3/4" MIAMI-ME mlLatvii-DAriE COUNTY, kt oluDA a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES'(RER) 11805.-SW 26 Sueef;.$oom 208 BOARD AND'CODE ADMINISTRATION DIVISION' T (786) 315 2591)F (786) 315-2599 NOTICE .OF ACCEPTANCE (NOA) N w v.miamidadex6v/econnmv 7500•Arnsterilani dri*c 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_ofsuch testing and the AHJ may immediately revoke, modify,, or suspend the use of such" product or material wtthin`theirjurisdiction. 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. o& 878, titled' ",8100 Series' SMI: Reinforced & Non - reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A; 18A; 20A, 2IA, MA, prepared by manufacturer, dated 12/03109 with Revision D dated I1%30/VI signed and sealed by Luis R. Lomas, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant LD4iTATION: 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 manufacturer's name, or logo, city, state, model/ series, and following statement: "Miami-DadeCounty�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 pe,rfotinance 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 manufactureofthe,ptoduct or process: Misuse of this NOA as an endorsement of atiy,product, for sales,-advettisin'g- 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, ofrNOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature: If any portion of the NOA is displayed; then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0723.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The'submitted documentation was reviewed by Sifang Zhao, P. E. 2 • ,NOA.No.17-1219.07 MIAMI•DADE COUt•ITY y 0., Expiration Date: March 31, 2021 D1`Z/p'�2olgj Approval Date: July26,2018 Page 1 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0209.13) 2. Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non -reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, I SA, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision C dated 06115115, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass, prepared by National Certified Testing Laboratories Inc, Test Report No. NCTL-210-3573-3 dated 07/31/09 and revised and reissued on 12/16/10 and NCTL-210-3573-4 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 &11/29/10, 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 03/09/16, prepared, signed and sealed by Luis R. Lomas, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc., for "Kuraray Butacite ® PVB", expiring on 12/11/2016. 3. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for "Saflex CP — Saflex and Saflex UP 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. Ina NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2014, 5th edition, issued, prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas, P. E. 2. Statement letter of no financial interest, issued, prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas, P.E. 3. Laboratory compliance statement, as part of above referenced test report. G. OTHERS 1. Notice of Acceptance No. 12-0130.14, issued to Continental Glass Systems, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on 04/09/12 and expiring on 03/31/16. 2. Test Proposal #08-0955B (consolidated) dated 01115109, approved by BCCO. (Submitted under NOA No. I0-0209.I3) 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non -reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision D dated 11/30/17, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their " 1'rosifol® 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 10 Composite Glass Interlayer w/ PET core" (formerly Vanceva), expiring on 11/11/2018. Sifang Zhao, P.E. Product Control Examinor NOA No. 17-1219.07 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-2 WinDoor. Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), and of no financial interest, dated November 30, 2017, issued, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0723.10, issued to WinDoor, Inc, for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on 04/07/16 and expiring on 03/31/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1219.09 Expiration Date: March 31, 2021 Approval Date: July26,2018 E-3 0 120" MAX. FRAME HEIGHT 118 7/16" MAX. PANEL HEIGHT 108 21/3f MAX. D.L.O. HEIGHT REINF., 286 1/2" OVERALL TESTED FRAN 48" MAX. NOMINAL PANEL, WIDTH (_„).J lK REINF. REINF. 40" MAX. D.L.O. WIDTH / 16 I / .I POCKET UNDER WA y ♦ y M ♦ SEPARATE APPROVAL. TC x I x I x I x I x I x BE REVIEWED BY AHJ. 6" TO 8100 SERIES 4'O x 10'O SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT x .6 PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS VERTICAL CENTER LINES 7YP. LOCATED AT ALL ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL // SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 4) � n NON- REINFORCE UNIT WITH SILL RISER #35 8100 SERIES 4'0 x 10'0 SMI NON -REINFORCED SGD 27RACKLAYOUT 8100 SERIES 4'0 x 10'0 SMI REINFORCED SGD A TOA/ I AVAIM DESIGN PRESSURER477NG IMPACTRATING t70.0PSF SMALL MISSILE IMPACT FOR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 REINFORCE UNIT WITH SILL RISER #36AND #37 RE11 DESIGN PRESSURE RAT1N0 IMPACT RATING t110.0PSF SMALL MISSILE IMPACT FOR MASONRY/CONCRETEAND METAL INSTALLATION FOR ADDITIONAL S2E9 SEE SHEET7A Nl1TC. r /G 98' FI HE 358 1/2" OVERALL TESTED FRAME WIDTH 60' MAX. NOMINAL PANEL WIDTH REINF. A I REINF. I REINF. MAX. LAME 71GHT 96 7/16" MAX. PANEL HEIGHT 86 21/32" 14 y X R 16 X y 6 X 1 M X « MAX. D.L.O. I 116 11 HEIGHT / LL wcco e� nT A � 8100 SERIES 5'0 x 8'2 SMI SGD ` WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES 8100 SERIES 5'0 x 82 SMI NON -REINFORCED SGD 2TR4CKLAYOUT NON. REINFORCE UNIT WITH SILL RISER N35 DESIGNPRESSURERATING IMPACTRATING f7O.OPSF SMALL ^' (6) PANELS APPLICABLE TYPICAL ELEVATION EXTERIOR VIEW SHOWN. UNLIMITED NUMBER OF PANELS IN AS LONG AS INDIVIDUAL PANEL SIZE DOES SIZE AND USE VERTICAL CONDITIONS UNLIMITED CONFIG _ NOT EXCEED MAXIM AS SHOWN. 8100 SERIES 5'0 x 27 REINFORCE UNIT KIM SILL RISER #36 AND #37 DESIGN PRESSURE RATING IMPACT RATING f1i0.OPSF RoceS AAMArr 120" MAX. FRAME HEIGHT 118 7/16- MAX. PANEL HEIGHT 108 21/32" MAX. D.L.O. HEIGHT 290 3/6" OVERALL TESTED FRAME WIDTH 48" MAX. NOMINAL PANEL WIDTH REINF. o R 0 0 1 x 19 9 REINF. X I X 6" TO 8100 SERIES 4'0 x 10'0 SMI SGD WEEP SLOT TYPICAL ELEVAT70NEXFEFUCR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED 0 APPLICABLE AS LONG AS INDMDUAL PANEL SIZE DOES NOT EXCEED SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 8100 SERIES 4'O x 10'O SMI NON -REINFORCED SGD 48 HEM 3 TRACKLAYOUT 49 SILL NON- REINFORCE UNIT WNHSILL RISER p35 DESIGN PRESSURER477NG IMPACTRAT7NG t7o.OPSF � wecu a iuoerr 40" MAX. D.L.O. WIDTH REINF. i 40 X F? 8100 SERIES 4'O x 1 3 TR REINFORCE UNIFWTTH SILL RISERR33ANDA37 ' DESIGNPRESSURERATING IMPACTRARNO t110.OPSF emu' MISSWIMPACT FI HI 362 3/8" OVERALL TESTED FRAME WIDTH 60" MAX. NOMINAL PANEL WIDTH °G rA `A. D.L.O. WIDTH 96 7/16" I I /// REINF. REINF. I I EL HEIGHT 21/32" MAX. MAX. D.L.O.TAME HEIGHTTIGHT O 1 O 1 X 19 8100 SERIES 5'0 iE x X «86 X 4 /I 82 SMI SGD 6" TO wrco am ..e .nvu (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. 1 0 t 16 16 16 6 6 1 4 1 8100 SERIES 5'0 x 8'2 SMI NON -REINFORCED SGD 48 HEAD 8100 SERIF£ 3TR4CKLAYOUT 49 SILL . NON- REINFORCE UNIT WITH SILL RISER #35 REINFORCE UNIT WITH SILL RISER *36 AND>F3. DESIGN PRESSURE RA77NG IMPACT RATING DESIGN PRESSURE RATING IMPACTRATING SMALL SMALL t110.OPSF MISSILEIMPAC, *70.OPSF urcen c aiaer r 120" MAX. FRAME HEIGHT MAHEIGHX. PAT EL / 108 21/32.' ��ll O MAX. D.L.O. HEIGHT 286 25/32" OVERALL TESTED FRAME WIDTH �t48" MAX. NOMINAL PANEL WIDTH 5 I C REINF. REINF. O I X I x/ I X 1 40" MAX. D.L.O. WIDTH REINF. 0 40 X 6" TO 8100 SERIES 4'0 x 10'0 SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. AD L NON- REINFORCE UNIT WRN SILL RISER #W DESIGN PRESSURE RATING IMPACT RATING +7n nP.CI= .._. SMALL REINFORCE UNIT WITH SILL RISER #36AND #37 DESIGNPRESSURERATING IMPACT RATING +iiO.OPSF SMALL ulnnll C n/nAnr 120 F H HE 286 25/32" OVERALL TESTED FRAME WIDTH 48" MAX. NOMINAL 4U MAh. PANEL WIDTH D.L.O. WIDTH REINF. B I G REINF. % REINF. RAMAX v (6) PANELS SHOWN, UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS 15 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 935 DESIGN PRESSURE RATING IMPACT RATING +7A nocc SMALL fLo LL REINFORCE UNIT WITH SILL RISER 4'36 AND#37 DESIGN PRESSURE RATING 1 1 +f f 0-DPSF SMALL . __ 98' Ff HE 358 3/4" OVERALL TESTED FRAME WIDTH ' 6U MAX. NUMINAL 71-- MAX. I PANEL WIDTH D.L.O. WIDTH I 1 / I 1 I REINFlo . I REINF. REINF. 96 7/16" / � MAX. PANEL / HEIGHT 1 ♦ 1 y « 1 « MAX. 86 21/32" 1 0 1 O X R X X X ZAME MAX. D.L.O. S 1 11 I 1 :IGHT HEIGHT 1 6" TO 8100 SERIES 5'0 x 82 SMI SGD w= QI nT > TYPIne1 F7 RI/e r/nm cvmmina 1/Icw y V (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. nurv•nclrvfVnL:C UNIT YYI In J/LL nIAcn Ndp DES/GNPRESSURERATING 1MPACTRATING REINFORCE UNIT WITH SILL R/SER A136ANDi97 DESIGNPRESSURERATING IMPACTRATING to 10.OPSF SMALL uiccn c uvoenr 98" FF HE 358 3/4" OVERALL TESTED FRAME WIDTH 60" MAX. NOMINAL PANEL I WIDTH " " "- D.L.O. WIDTH 96 7/16" MAX.EL HEIGHT MAX. 86 21/32'. ZAME M D.L.O.I I I REINF. 1 ♦ X 6 8 O REINF. O 5 G 4 ♦ X 1 I 11 REINF. 1 y X I I 15 ♦ X GHT HEIGHT 6" TO 8100 SERIES 5'0 x 82 SMI SGD "Irrm Cl nT TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL AND USE VERTICAL CONDITIONS A HOWN. • 5 5 DESIGN PRESSURE RATING IMPACT 1'471NG�] �_ SMALL L, :AD o I vU ocrrtica a v A o c oWll nu" -I 5 TRACK LAYOUT LL REINFORCE UNLT WITH SILL RISER #36AND #37 DESIGN PRESSURE RATING IMPACT RATING tALL i10.OPSF enaQll=)l 0AfT 18" MAX 24" MAX SEE AN SHEETRCLUSTER 0'TYPICAL 10 6" MAX. TYP. 6" MAX. T TYP. 16" MAX. O.C. TYP. z z T-E E m SEE NOTES 1 & 2 SHT 8 6" MAX. TYP, 4 MAX. TYP. 4'0 x 1 4PANEL UNIT 0 z 0 U _U w � i � \ SEE ANCHOR CLUSTER DETAIL, SHEET 10 TYPICAL TO HEAD INTERMEDIATE ANCHORS TYPICAL z 0 C 0 z 0 U a U a SILL INTERMEDIATE ANCHORS TYPICAL — SEE NOTES 1 &2SHT8 5" MAX. TYP. it 11" MAX. O.C. TYP. E 120" o MAX, 0 HEIGHT SEE NOTES 1 &2SHT8 6" MAX. TYP. i 4" MAX. TYP. PATTERN Number of anchor locationsrequnedat am s,head, sill and mullion cluStaF anchors per location for 2 track, 3 track and 4 track, 3 anchors per location for 5 fmck HelOht(in) �N Single Panel IMdth ( 24.0 Se 3E0 42.0 46.0 540 aa0 Jam HBS Jambs HBS u Jambs HSS u ambs HAS u� Jambs H85 mbs N&S ambs H6S jclusW 80.0 8 1 4 '6 1 4 8 2 8 8 2 8 6 3 6 6 3 6 8 9 6 84.0 8 1 4 6 1 4 8 2 6 6 2 6 6 3 6 6 3 6 6 3 6 88A 7 1 4 7 1 4 7 2 8 7 2 8 7 3 6 7 3 6 7 3 8 98.0 7 1 4 7 1 4 7 2 8 7 ', 2 6 - 7 3 6 7 3 6 7 9 6 108.0 7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3 6' - ANCHC 1. F- St M 2. AL Ot 3. FC 1X SL SL SE DE 4. FC GF SL SL DE 5. SF SF 6. ', 7. IN: Mf UE SF A. B. C. 18" 24" MAX SEE ANCHOR CLUSTER HEAD O C DETAIL, SHEET 10 INTERMEDIATE ANCHORS 6" MAX MAXTYP TYPICAL TYPICAL 6" MAX. T TYP. 1 16" MAX. O.C. TYP. T SEE NOTES 1&21 SHT 91 6" MAX. TYP. 4" MAX. TYP. 4PANEL UNIT SHOWN, z z z 0 0 0 F t- F 0 o S U 0 U J J J QU U U SEE ANCHOR CLUSTER DETAIL, SHEET 10 TYPICAL TO ALL SILL INTERMEDIATE ANCHORS TYPICAL USING SEE NOTES 1 &2SHT9 6" MAX. TYp. a- 9EI" MAX. HEIGHT Y o SEE NOTES = 1 &2SHT 6" MAX. TYP. II 1 I 4 1/4" MAX. TYP. CLUSTER AND PATTERN Number of anchor locations required atjamb4 head, sill and mullion duster (2 anchors per location /or 2 track, 3 track and 4 tract, 3 anchors per location for 6 track) Helpht (in) 24.0 Single Panel Wldth (In) 30.0 36.0 42.0 1 480 "0 Ba0 JambsI H8S o Jambs —H—&S-7U—s(w Jambs HdS Uster mbs HBS WudedJambal H&S Idu9w Jambs,,,HBS Jambs HdS aster sao B 1 4 8 t 4 6 2 6 6 2 6 6 3 6 6 3 8 6 3 6 64.0 6 1 4 6 1 4 6 2 6 8 2 6 6 3 6 6 3 6 1 B 3 6 86.0 7 1 4 7 1 4 7 2 8 7 2 6 7 3 6 7 3 6 7 3 6 BBA 7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3 6 7 3 6 101 7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3 6 ANCHC 1. FF-- E SII 2. AL Or 3. FC SE CF MI DI' SF 4. FC 2C SL SL IN' 5. SF SF n� S. 7. AF SF MI A. B. C. VERTICAL CONDITION 4" MAX. 4" MAX. MAX MAX 4 MA AX. I CLUSTER DETAIL 2-TRACK SYSTEM CONDITION 4" MAX. 4- 4 MAX. I MAX. 2 3/8" 4" 7 1/8" 1 4 3/4" SEPARATION SEPARATION SEPARATION 4 3/4" SEPARATION TRACK I' ` `' ' ' 2 TACK I 3 4 TRACK 1 11 2 3/16" J i- I I_ 6 O 4 13/16" SEPARATION 4 9/16" SEPARATIARATION SEPARATION SEPARATION HEAD & SILL ANCHOR LOCATIONS SEE DETAILS IN SHEETS20, 20A, 21, 21A, 22AND22A SEE CHARTS ON SHEET 8 AND 9 FOR CLUSTER ANCHOR QUANTITY REQUIRED 4" MAX. 4- 4 - MAX MAX. CONDITION 2 TACK 4' MAX. 2 3 8 4" SEPA,JiILQ L Alq 4" MAX. 4 3/4" 4 3/4" I CLUSTER DETAIL 4TRACK SYSTEM CLUSTER DETAIL s•rRACKSYSTEM A 030HOdNl3H 77VWS Y7D it, L9 HOIH31X3 SH .b/l •V'O „9L/6 ilHalxa 431 „9L/£ US BIV .9/C ..L S11NL1 L'I.3O6FO=W.9Y- ION SO3OHOdNl3H • IOMW1371SSIW 77MS 91-4909 WWn ONI7i NBM7ATN a 3dAL DNIZV7DZ9 91-1909 WnNmniv NBdWA3N SS 91-4909 NnNIWn1Y NBMNI3N 89 £4 91-f909 WONINON NBdWA3N 91-C909 NnMWn7d NHVNA3N RIS SSY10 . L- H1 ON31N1 SH .9L/£ - AVHVHf1N AB _ dOS ..S£0' SH .9L/£ HOIH31X3 dV431 .9L/£ 30VdS HIH .9/£ •YO .L 91-£909 WONIWOIV 91-C909 WONIAW 91-C909 WnNIWniV g1-f909 WOMWnIV Ti-mg WONIWnN NO11.N 91-4909 WONIWnN 91-f909 WnNIWOIV SLIMI O3OHOdN13H-NON 4 O3OHOMSH I 91-C909 NnNInmy lOVdW13719SIW 77VW3 91-f909 flnMNnM V-4dA-L IMM 0 — n I 9A-mgWnNlwnly 3118 SSYIO „L H�OIH31Nl SH ,.9L/£ - AVBVBIIN AH am 1O31SOa1 .090' SH „91/£ 91-f909 WONIWnIV H0I831X3 - dIN31 .9l/t 30VdS HIV .8I YO . 91-C909 WIIMWnIV 91-f909 NnNIWnIV 91-f909 folmn1V 91-C909 WnNO9nlV Ti-4909 IInmmnlV 91-4909 Wnwly 91-C909 WnNO3nlV 91-f909 WnNO9nN 91-£909 WnNIWnIY 1M831VW NBVWA3N NBVWA3N WAWA AHMA3N NHVW/3N MMUM NNWA3N mwnA3N NBYWAM ywn)aN ;Wnk N NBMAIN N1-w A x XWKUN xwmuM NBVWA3N NBVWA3N M MUX NiwW x NBVWA3N NBVWA3N NBVWA3N NBVW/3N 183SNI SW 31OS 9ZLZO-S. 83n00 dVNS MOOIN31M Z94SO-S 83AOO NO01831N1 31LLS Old SSLVOS NOOl831N1 31LIS NIVId bSL40-S: IN3SN1 9WVC 93dnn9 L6L40-S. .4f•Z x .S' x ,642'I OVd LSnO WW991c 13SAO '1NI 31LLS ILAS 3WM 9Z960-H: 13Sii0 '1N3 31LLS LLn8 3TM O950-IL 13Sii0 'IM3 31ILS Ann 3lVH33 19LVO-FL 3185 N'JOl83iM 660S0-Hi 3185 NO01 1L810-Hi 301fO 13NVd oa in NO1108 llVl 9900-Si 1N8 MUM Tm d01 CMO-H1 69SLO-Hi 1N3SNI SW 3AM C8810-Si 183SNI OV3H 3WMH Z9910-51 183SNI MIS NOV81 0 4ZlZZ-S NVd 1115 N0V81 0 91146-5 BWVC 3WVdi NOV81 6 OLOZO-SA 0V3H 3WV81 M3V81 0 LLOZO-Si IMSM 1115 %lVdl C LIM-S NVd T11S MOM C UM-S 9WVP 3WM11 )MI C 181Z0-Si (IV3H 3WVBi NOV81 C 081Z0-Si BWvi' 3NV83 N0V81 S CZ1Z£-1 OV3H 3YM MMV81 S MU-1 183SM ll6 SM MOV81 Z IZm-S NVd T11S SlSN )MSl Z 61166-5 9WVC 3WVBi SM )MI Z 99LVO-Si OV3H 3WVBi SM NOV81 Z 19990-Si NOILdINOS30 838W0N LBtld iSll S18Vd IV PARTS LIST PARTS LIST CONTINUED FROM SHEET 11 ' 57 72 50 72 57 MT SCREEN VERTICAL CROSS SECTION TO BE USED WrfH 2TRACK mnerrrP=Mn TRAI e NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 43 FS-01879 1" HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063-T6 44 FS-01880 1" VERTICAL GLASS STOP KEYMARK ALUMINUM 6063-T6 45 FH-02642 6000 BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6063-76 46 FH-05045 INTERLOCK REINFORCING BAR KEYMARK ALUMINUM 6063-T6 47 FH-03916 FEMALE BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6053-T6 48 FS-02210 FRAME HEAD COVER KEYMARK ALUMINUM 6063-T6 49 FS-02205 SILL COVER KEYMARK ALUMINUM 6053-T6 50 SCREEN SPLINE 51 TP983 9/16" GLAZING VINYL VINYL 52 TP1051 1" GLAZING VINYL VINYL 53 #1988-9000 TANDEM ROLLER 54 2468 DUAL POINT MORTISE LOCK & KEEPE 55 TP990 GLASS SETTING BLOCK 56 TP876 INTERLOCK BUMPER RUBBER 57 IV333517K0000 FINSEAL .187 x .350 58 W332217KOODO FINSEAL .187 x .240 59 W231417K0000 FINSEAL .187 x .140 60 131017 #8 x 1/2" PH TEK SCREW 61 5-44115 2 TRACK NS INSERT 62 131018 #8 x 3/8" PH TYPE B SS 18-8 SS 63 131004 #10 x 1 1/4" TYPE F SS 64 131020 g7 x 5/8' PH TYPE A SS 410 SS 65 131011 g8 x 2" FH TEK SCREW 410 SS 66 131D09 J10 x 3/4" FN TEK SCREW 410 SS 67 LCS068-N5 SNAP IN SILL CATE PLASTIC 68 SIKAFAST 552 GLAZING COMPOUND SIKA URETHANE 69 T-32122 5 TRACK SILL PAN KEYMARK ALUMINUM 6063-T6 70 5-44120 2 TRACK NS/WS RETRO SILL PAN KEYMARK ALUMINUM 6063-T6 71 Ism GLAZING SEE SHEETS 11 FH-02727 MT SCREEN TOP/BOTTOM RAIL KEYMARK ALUMINUM 6063 T6 [74 FH-02728 MT SCREEN STILE KEYMARK ALUMINUM 6063-16 FH-02729 MT SCREEN STILE W/SEAL KEYMARK ALUMINUM 6063-TBI _ •---...---.... ..- ...... - -- EXTERIOR 7 & SEE NOTE SHT. 14 SECTA PLAW STILEAT S FIXED PANEL NOTES: 1. FIXED PANEL TO JA FIXED PANEL IS SEUF CLIP IS LOCATED 24" UP. EACH Z—CLIP IS SCREWS AND THEN D TEK SCREWS. SECTIOI SHOW A FIXED PANEL 2. FIXED PANEL TO FD TWO FIXED PANELS A THERE IS A ROW ON PACED 4" FROM THE SECTION D SHEET 14 AND SECTION CC SHE NOTE: crr currrc on one SECTION J REINFORCED INTERIOR FIXED BUTT STILE TO LOCKSTILE SEE REIN. NOTE SHT. 15 INTERIOR SEE RIN. NOTE SHT. 15 EXTERIOR SECTION L REINFORCED INTERLOCKSTILETO REINFORCED INTERLOCK STILE .tl1 SHT. 15 EXTERIOR NOTE SECTION M 15 REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE 80 C7 SECTION P NnN-REINFORCED INTERIOR FIXED RUTT STILE TO LOCK EXTERIOR SECTION R NON -REINFORCED INTERLOCK STILE TO NON -REINFORCED INTERLOCK STILE 80 EXTERIOR 18 OR SHEETS 7 & 7A OR 34 OR 36 !E T SEE NOTE SHT. 14 V/1111 IIVI 1 0GV 1 1V1 • V L. PLAIN STILEAT 3 TRACKJAMB th SEE NOT SHT. 1 SEE SH1 SHEETS 7 & 7A ORf OR ONE WT SEE NOTE SHT. 14 INTERIOR %, EXTERIOR SECTION DD SEE NOTE A4aHEADNON-REINFORCED FIXED PANEL SHT. 14SILL To FIXED PANEL AND INTERLOCK SEE NOTE 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS SILL TO BE SE IN BED OF APPROVE SEALANT C Y/CONCRETE ERS 4" MIN. OMENT ELCO -FLEX 1 1/4" MIN. EMBEDMENT 1/4- ELCO CRETE-FLEX 554 SEE NUMBER OF ANCHORS REOUIRED AT JAMBS V PER TABLE SHEETS 8 & 9 T 2 3/8" MIN. SEPARATION 2 1/2" MIN. EDGE DIST. L a d 1X BUCK BY OTHERS, 1X BUCK TO BE., PROPERLY SECURED (SEE NOTE 2 SHT. 1) FASTENER HEADS 2TRACKF TO BE COVERED fXBUCKTOM WITH APPROVED SEALANT NOTE: CONCRETE SUBSTRATE INSTALLATION F- _ ANGHORAGE SIMILAR FOR 3 TRACK AN I SEE SHEET 10 FOR O.C. ANCHOR SEF 2 1/2" MIN. EDGE DIST. 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT 4 3/4" SEPARATION --1 4 3/4" SEPARATION p 4 EXTERIOR 4 O MASONRY/CONCRETE BY OTHERS c p p C 1 1/4" MIN. p EMBEDMENT 1/4"MAX. SEE NUMBER OF ANC REQURED AT d SHIM PER TABLE SHEETS 8 7 1/4" ELCO CRETE-FLEX SS4 INTERIOR FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT I SEI L SEI 2 1 EO 1" MIN. 4 3/4" SEPARATION EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1 5/8" MIN. (SEE NOTE 2 SHT. 1) EMBEDMENT `t00`70 1� i §14 WOOD SCREW EXTERIOR "~ - - fNTERIOR #14 WOOD SCREW FASTENER HEADS SILL TO BE SET TO BE COVERED IN BED OF APPROVED WITH APPROVED SEALANT NON-SHRINKGROUf;�u 1 5/E EMBE DOUBLE 2X BUCK/W00D FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 4 3/4" SEPARATION 1" MIN. EDGE DIST. SEE NUMBER OF ANCHO REQUIRED AT JAM PER TABLE SHEETS 8 & NOTE: 2X BUCK/WOOD FRAME TRACK SHOWN. ANCHOR TRACK SYSTEMS. SEE SI SEPARATION. I" MIN. 4 3/4" SEPARATION 4 3/4" SEPARATION EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS EXTERIOR #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT JBLE 2X BUCK/WOOD ,MING BY OTHERS, 2X ,nv rn nr nnnnrni v MIN. BENT 4 31 SEPARi UCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 4 3i SEPARi FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 1" M EDGE 1 5/8" MIN. T I" MIN EDGE DI ISLE 2X BACKED STEEL FRAMING BY OTHERS NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD Si SILL TO BE SE1 IN BED OF APPROVE( SEALANT OF NON -SHRINK GROUT MIN. IENT )S D 1 5/ EMSE DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) IIT I SEPARATI 1" MIN EDGES DID NOTE: WOOD BACKED FOR 4 TRACK 3 TRACK SYSTE SEPARATION. EDGE DIE DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD S SILL TO BE SE IN BED OF APPROVE SEALANT 0 NON -SHRINK GROU DOUBLE 2X BACKED 200A. STEEL FRAMING BY OTHERS 1 EM DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) I T 4 3/4" SEPARATI( _R HEADS COVERED 'PROVED f B. 4 3/4" SEPARATC 1' M EDGE I T 1 5/8" MIN. 1/4" MAX. SHIM EMBEDMENT L 1" MIN. EDGE DIST. INTERIOR EXTERIOR POCKET HOOK STRIP WOOD BACKED20 GA. STEEL STUD INSTALLATION #14 WOOD SCREW 1/4" MAX. SHIM DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) (SEE NOTE 2 SHT. 1) 1 5/8" MIN, EMBEDMENT I 1" 'MIN. EDGE DIST. 1X I (SI #14 WOOD POCKET HOOKSTRIP V BUCK/WOOD FRAME INSTALLATION 1 1/4" t---1 f 0 2 TRACK WS 2 FRAME JAMB ALUMINUM 6063-T6.075'THICK -Q 3 TRACK FRAME JAMB ALUMINUM 6063-T6.075" THICK I 6 31/32" --{ 3/4- P � L (D,3 TRACK FRAME HEAD LUMINUM 606&T6 A76'THICI( 7 15/32" 3/4" n n n II II O 2 TRACKNSANS SILL PAN ALUMINUM 6069-T6.076°THICK 6 1/16- 3/4" rmFT] O 2 TRACK WS FRAME HEAD ALUMINUM 6063-T6.076' THICK 5 51/64" Cj 9/16" 61/64" O 2TRACKWSSILL INSERT -T ALUMINUM 6063•T6.076' THICK 5 51/64" 61/64' 9/16 st 2 TRACK NS SILL INSERT -� ALUMINUM 6063•T6.076'THICK 9 11/32" 1 3 t2 4TRACKFRAMEJAMS ALUMINUM 6063-7-6.075"TMCK 11 4 TRACK FRAME HEAD ALUMINUM 6063-76.075"THICK 9 27/32" 13 4 TRACK SILL PAN ALUMINUM 6063-T6.075"THICK 9 5/64" L" 1 11/64" 45/6a"0 0 32 PANEL STILE JAMB INSERT ALUMINUM 6063-T6.075"THICK 27/32" 3 8 3/4" @ HEAD INSERT �n—r ALUMINUM6063-T6.060"THICK 1/2' 2 23/64- 45/64"FT� T-6 BUMPER JAMB -1 NSERT AL UMW UM 6063•T6.060" THICK 13/�t5'�vvJl4�,rll IIti.,�ll Ilti„f�ff 61/64" 1a gIRACKSILLINSERT AWMINUM 6063•T6.075"THICK r 3/1g^ 1 39/64" INTERLOCK r SNAP COVER ALUMINUM 6064-76.051 "THICK 2 13/16" 3 9/32�--j T ....T �J 35/�" 24 MALE BUTT STILE 1/8 3 1/2°--I ^'I 1 3/4" f— 1 1/64"+---I 1 5/8^ ' 1 1 3/4" 2 5/16" 2 1Tp 9/3Y /8" J .1- � 2 23� 41 9/f6°HORIZONTi GLASS STOP ALUMINUM 6063-T6.070' 1 22 INTERLOCK STILE 76 BOX SCREEN ALUMINUM 6053-T6.080'THICK T3 MTSCREEN TOP/BOTTOM RAIL 7/32" 3 1/2." STILE ALUMINUM 6063-T6.062'THICK L ALUMINUM 6063-TBTB.060'TNICK .r 1 39/64" �- IN 1 9/64" T— 1/8" TICAl 1 3/4" as 1"VER-T620 GLASS STO! ALUMINUM 6063-T620 2 19/32" 21 LOCKST/LE 3" / 1 5/e" ALUMINUM 6063-T6.080'THICK I , F 2 47/54" 1 1/I 73 BOXSTI E EN 43 T"HORIZO, 1/4° t/e„ 72 MTSCREEN ALUMINUM 6063.TB.062-THicK GLASSS' 1/8" ]211/64" TOP/BOTTOM RAIL �i 1 31/64" ALUMINUM8063-Ti ALUMINUM 6063-T6.060'THICK Ip �I 1 3/32° 1 21/32- a7 FEMALE BUTT STILE T i REINFORCING BAR ALUMINUM 6008-T5. 126'THICK 7g BOX SCREEN 2 t/z" ASTRAGAL q2 9/16°VER; —J 2 11/32" F'- ALUMINUM 6063-T6.050'TH1CK GLASSS 1 23/32" ALUMINUM 6063-T6 11/64^ 1 as/sa^ .� 2 5/sa" �— 3 s 1 �I- I� MTSCREEN 1/6° 1 37/64" 1/2 5L! Ta -I 1 29/32" �- STILE W/SEAL --1 1 1/4° as ALUMINUM606i-T6.060°THICK 45 BOX SORE O INTERLOCK C�6000 BUTT STILE n 11 35/64" 11 23/32" 1 3/4" 1 O5 5 TRACK FRAME HEAD ALUMINUM 6063-T6.0750 THICK 12 7/32" 41/64" r I I1 ul I 'UL T- 69 5 TRACK SILL PAN ALUMINUM 6063-T6.1250THICK Q 5 TRACK FRAME JAMB 61 /64" ALUMINUM 6063-T6.075' THICK 11 29/64" ..f 3/4" 81 5 TRACK SILL INSERT