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HomeMy WebLinkAboutNOASCANNED BY . •. St. Lucie County M IAM I-� MIAMI-DARE COUNTY M - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 7500 Amsterdam Drive Orlando, FL 32832 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance .purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "4000 (PVB)" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 08-01832, titled '14000 Aluminum Single Hung Window Equal Leg and Flange — LMI & SMI", sheets 1 through 10 of 10, dated 12/11/12, with revision E 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. MISSII E IMPACT RATING: Large and 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 terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0723.07 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. S. Z - NOA No.17-1219.29 zo16 Expiration Date: May 16, 2023 Approval Date: March 08, 2018 Page 1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.13-0102.04) 2. Drawing No. 08-01832, titled "4000 Aluminum Single Hung Window Equal Leg and Flange - LMI & SMP', sheets 1 through 10 of 10, dated 12/11/12, with revision D dated 03/03/16, 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) Large. 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 Aluminum single hung window, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-210-3744-7, dated 08/29/12, signed and sealed by Gerald J. Ferrara, P.E. (Submitted under NOA No.13-0102.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated 07/08/15, 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. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/f 1/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'" Edition (2014), and of no financial interest, dated June 8, 2015, issued by manufacturer, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. NOA No.13-0102.04, issued to WinDoor, Inc. for their Series "4000" Aluminum Single Hung Window - L.M.I. approved on 05/16/13 and expiring on 05/16/18. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1219.29 Expiration Date: May 16, 2023 Approval Date: March 08, 2018 E-1 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-01832, titled "4000 Aluminum Single Hung Window Equal Leg and Flange - LMI & SMr', sheets 1 through 10 of 10, dated 12/11/12, with revision E 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 6th 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 Rdsources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 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. 15-0723.07, issued to WinDoor, Inc. for their Series "4000" Aluminum Single Hung Window - L.M.I. approved on 04/07/16 and expiring on 05/16/18. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1219.29 Expiration Date: May 16, 2023 Approval Date: March 08, 2018 E-2 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) INCLUDING THE FNHZ. 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 15 OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: ALUMINUM 6063-T6. 6) UNITS MUST BE GLAZED PER ASTM E1300-04 SEE SHEET 2 FOR GLAZING DETAILS. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 6) 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) FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ITW TAPCON 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. 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1• MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) 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. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS`THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 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 15GA, 33KS1 OR ALUMINUM 6063-T5 1/5" THICK MINIMUM I TABLE OF CONTENTS SHEET NO. 1 NOTES 2 - 4 ELEVATIONS 5 CROSS SECTIONS 6 - 9 INSTALLATION DETAILS 10 COMPONENTS REY140N5 PEV DMCRIPIIOry WE MPRWED E I REVISED PER NEW REOWFEMENTS I 1t/29/1J 11 R.L. SIGNED; 0211912018 Wi��7� 75M AMS'IERDAM 1) nDoor FL L•, P"luuly 03UAMn0, 32632 `"%",1R . J\5.. ... mT60e Flo"vlsm INCORPORA'TP.D43 ;w%rm www.windaonnucom .� �;: VCEN9F. EfoMme oda AW!di., eNo 11•I1JQ.]{1 Nu. 6.,... - `A" 4000 ALUMINUM SINGLE HUNG WINDOW B*PIaIJP"a5�i�im2S EQUAL LEG AND FLANGE - LMI & SMI BMXimtnedalivJrt NOTES ' CmtrPl ,AO '., =TE OF MeM VNG NO. PtV V.L. 08-01832 E SGHF umI MSE » /, ISHEET, nc f n/gidNAL HE HE 4" MAX 107" MAX FRAME WIDTH 3" MAX A 3" MAX 15" 4 6" MAX —{ —{ —{ 4" 0C. 4 7/8" MAX 9 1/2" MAX O.C. O O 32 1 D.L. ANCHOR CLUSTER 3" MAX 3 MAX J MAX IAX AME IGHT L 4 7/8" MAX X 47 1/4" D.L.C. AAX RIN90NS PEV OESCPIPTON (ATE I MPROKO E I RENSED PER NEW REOUIREMENTS 1 11/29/17 1 R.L. 4000 ALUMINUM EQUAL LEG AND FLANGE SINGLE HUNG TWIN WINDOW EXTERIOR VIEW '2" I' FOR METAL A MASONRY/GONCRETEINSTALLATIOI DESIGN PRESSURE RATING IMPACTRATING t85.0PSF LARGEANDSMALL M/SSILEIMPACT MISSILELEVEL D, WIND ZONE4ANDHVHZ .090" PVB BY KURARAY EXTERIOR 3/16" HS — 3/4" BITE FOR WOOD INSTALLATION DESIGN PRESSURE RATING IMPACTRA71NG 7/16" 3/16" HIS SIKA 552 BEDDING GLASS A 158.IPSf LARGEANDSMALL — ANCHOR MISSILEIMPACT 15/16" CLUSTER MISSILELEVELD, WINDZONE4ANDHWZ 3/8" AIR GAP MAX O.C. FOR NUMBER OF ANCHORS REQUIRED SEE CHART THIS SHEET. Number of anchor locations required Frame Heigh! (in) W141h In caw 72.W 84.00 Koo fordo caw H8S Jamb Meeting Mul/ion H&S Jamb Meeting Mullion � Jamb Meuong Mullion HM Jamb Mcetlng Mullion HBS Jamb Meeting Mullion rdl dualer call duaer my dealer MR dueler my duster 36.00 2 1 1 2 2 1 1 2 3 1 2 2 3 1 2 3 3 1 2 3 42.00 2 1 1 2 2 1 2 2 3 1 2 3 3 1 2 3 3 1 2 3 4FO0 2 1 1 2 2 1 2 3 3 1 2 3 3 1 2 3 3 1 2 4 b4.o0 2 1 1 3 2 1 2 3 3 1 2 3 3 1 2 4 3 1 3 4 80. 00 2 1 1 3 2 1 2 4 3 1 2 4 3 1 2 4 3 1 3 5 88.00 2 2 1 4 2 2 2 4 3 2 2 4 3 2 3 5 3 2 3 5 7200 2 2 1 4 2 2 2 4 3 2 2 5 3 2 3 5 3 2 3 6 78.00 2 2 1 4 2 2 2 5 3 2 2 5 3 2 3 5 3 2 3 6 3/16" HS .090" PVT BY KURARAY 3/16" HIS 3/16" HS 32 31 OURASEAL SPACER SYSTEM 3/4" BITE 12 �— INTERIOR EXTERIOR I SIKA 552 GLASS BEDDING W�7� 7500ANSTERDAALDRWE inDoor ORL9NDO, FL 32832 PRODUCfRRViSRD TNCORPORATPTi s® ayi °ni waa.yiadoot mmmplyinewitb Ow YldlOa Ruitdmg Code 4000 ALUMINUM SINGLE HUNG WINDOW AuepuacDNo -12 .7A( EQUAL LEG AND FLANGE — LMI & SMI ii�pvation Dare ELEVATIONS & GLAZING DETAILS Mi.wvelarlcd CO11e01 Diu"; owc No. V. L. 08-01832 OF M FR HE 53" MAX FRAME WIDTH 4 3/4I MAX Fr�*l 14O X2•L� q-l 4 3/4" MAX 4 7/8" MAX 9 1/2" MAX O.C. O 4X ANCHOR CLUSTER All ANCHOR OHT CLUSTER 3" MAX 3 MAX J MA // X a 9 1/2" I MAX O.C. I 4 7/8" MAX 47 1/4(' D.L.O. 10 FOR NUMBER OF ANCHORS REQUIRED SEE CHART THIS SHEET. 58 7/8" D.L.D. 4000 ALUMINUM EQUAL LEG AND FLANGE SINGLE HUNG ORIEL WINDOW EXTERIOR VIEW FOR METAL 8 MASONRYICONCRETEINSTALLATION DEWMPRESSURERATAIG IMPACTRATING t90.OPSF LAROEANO SMALL MISSILEIMPACT MISSILELEVELD, WINDZONE4ANDHVHZ 26 7/16" FOR WOOD INSTALLATION D.L.O. DESIGN PRESSURE RATING IMPACTRATING t60. iPSF LARGEANOSMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE4 AND HVNZ RMSIONS RLY DESCRIPWN MTE I MPROVED E REVISED PER NEW REQUIREMENTS 11/29/17 1 R.L. Number of anchor lucatlonarequired Frame Height (In) Ffaed Ilia holght n Vent Ilto helghi In 1 Frame In 30.00 Head Jamb Meatlng Jamb upper MY /ewer 1 35.00 Head Jamb Meoung Jamb u m MII tower 4200 Head Jamb u er Maetlng Jamb tell lower 4&00 Heed Jamb u per Meatlng Jamb M11 lower head Jamb u of 0.00 Meotlng Jamb Mil lower 15.00 4200 35.00 3 2 2 2 3 2 3 2 3 2 3 2 4 2 4 2 4 2 4 3 g4.00 O-0 38.00 3 3 2 2 3 3 3 2 3 3 3 2 4 3 4 2 4 3 4 3 80.00 69A0 35.00 3 3 2 2 3 3 3 2 3 3 3 2 4 4 4 2 4 4 1 4 3 98.00 60.00 36.001 3 1 3 1 2 1 2 1 3 1 4 1 3 1 2 1 3 1 4 1 3 1 2 1 4 1 4 1 4 1 2 1 4 1 4 1 4 3 NOTE: FLANGE UNIT DIMENSIONS: W X 97• TIP TO TIP SIGNED: 0211912018 7500 AhBTERDANL DRIVE �y""""' WinDoor ORLANDO, PL 32832 of sR. Lo PRGDUCTREVISFD INC0RP0RATE.70 mrpmpl�iv¢ nW tlnFlaMe P.c avows www.wiedoouacwm � Duildmg Cade No, M14 Au.Do 4000 ALUMINUM SINGLE HUNG WINDOW =* P.xpMacdonnmkle yy3 EQUAL LEG AND FLANGE - LMI IL SMI EYD�ELEVATIONS & GLAZING DETAILS �P: Mina z'L. Conaol wu. ..Nn Rry O.e', 6TAtE OF L. XE NTS 10 c N FR HE 53" MAX FRAME WIDTH — F A 14 1/2"I-- --{ 4 3/4" MAX I MAX O.C. I 4 7/8" MAX of 9 1/2-- MAX O.C. All 8" 3" MAX AX 3° MAX 1ME 3" MA% /ANCHOR GHT CLUSTER � X J- I 4 7/e" MAX 4 3/4" MAX 43 7/8" D.L.O. ANCHOR CLUSTER 9 1/2" MAX O.C. �L oNEW ESCRiPiDl11REMENTS 11/29D ml/1➢PROWD ' E RENSED PER RE17 R.L. Humlmr o/anchor I mOmsro ulrod F. Fmme Wldm In IMlphl Qn) Hmd w.w Jamb u n Clua� Jamb I.. Hwd 3&00 Jamb u Or a.m Jamb I.Mr Hmd 42.w Jmnb u r ct.e Jmnb I.. Hmd 4&W Jamb upwi Cl.a Jamb 1. Hoed W.00 Jamb 0 r Wuamr Jmnb lover M.00 3 1 1 1 3 1 2 1 4 1 2 1 4 1 2 1 4 1 2 2 42.00 3 1 2 1 3 1 2 4 1 2 1 4 1 2 2 4 1 3 2 4 w 3 1 2 1 3 1 2 1 4 1 2 2 4 1 3 2 4 1 3 2 OIAO 3 2 2 2 3 2 2 2 4 2 2 2 4 2 3 2 4 2 3 2 &0.00 3 2 2 2 3 2 2 2 4 2 3 2 4 2 3 2 4 2 3 2 00.00 3 2 2 2 3 2 2 2 4 2 3 2 4 2 3 2 4 2 4 2 22.00 3 3 2 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 4 3 T0.00 3 3 2 3 3 3 3 3 4 3 3 3 3 4 3 4 3 4 3 80.00 3 3 2 3 3 3 3 3 4 3 3 3 4 3 4 3 4 3 4 3 34A0 3 3 2 3 3 3 3 3 4 3 3 3 4 3 4 3 4 3 4 3 30.00 3 3 2 3 3 3 3 3 4 3 3 3 4 3 4 3 4 3 4 3 92.00 3 3 2 3 3 3 3 3 4 3 3 3 d 3 4 3 4 3 5 3 95.00 3 4 2 4 3 4 3 4 4 4 4 4 4 4 4 1 4 1 4 1 4 1 5 4 I FOR NUMBER OF A ANCHORS REQUIRED SEE CHART THIS SHEET 47 1/4" D. L,O, 4000 ALUMINUM EQUAL LEG AND FLANGE SINGLE HUNG WINDOW EXTERIOR VIEW FOR METAL AND MASONRWCONCRETE INSTALLATION DESIGN PRESSURE R477NG IMPACTRATWG ' .t90.OPSF LARGE AND SMALL MISSILE IMPACT 7500 AMSTERDAM DRIVE MISSILE LEVEL AWIND 20NE 4 AND HVHZ PROWCt REVISFJI WIDJCO"1tPORATFSJORATM LAND0, PL 32832 mmmObMn3mlh0ml4mids Fdwvevosm wammhdom FOR WOOD INSTALLATION OWWle2 Cadc APc Wb N017-Iz1 zq 4000 ALUMINUM SINGLE HUNG WINDOW DESIGN PRESSURE RATING IMPACTRATING EQUAL LEG AND FLANGE — LMI & SMI LARGEANDSMALL ELEVATIONS & GLAZING DETAILS 36Z8P$F MISSILE IMPACT DMImNDed:Po4ud control OmWN: DWG NO. NOTE: V.L. OB-01832 MISSILELEVEL D, WINOZON64AND HVHZ FLANGE UNIT DIMENSIONS: 54"X 97• TIP TO TIP 00u[ NTS MTE 12/11 12 sNEE14 OF 10 PARTS LIST PART NUMBER DESCRIPTION IFS-06612 FRAME HEAD EQUAL LEG IFS-06613 FRAME SILL EQUAL LEG FS-06614 FRAME JAMB EQUAL LEG FS-06661 FRAME HEAD FIANCE FS-06662 FRAME SILL FLANGE FS-06663 FRAME JAMB FLANGE FH-06615 FIXED MEETING RAIL FH-06616 MEETING RAIL FH-06617 LIFT RAIL FS-06618 SASH JAMB FS-06667 7/16' GLASS STOP FS-08619 I" GLASS STOP FH-06668 VERTICAL IMPOST NOT USED FE-5031 SILL SRAP LOCK FS-06671 HEAD FINER FS-06664 SILL RETAINER H4000-BL-SL202 SASH LOCK BLOCK AND TACKLE BALANCE S4000-XX-150 SCREEN HEAD, JAMB AND SILL SIOOIO-BL-220OR SCREEN SPUNE SBV-XX-06002 SCREEN CLOTH 54080-ML-FBII SCREEN CORNER KEY 122003 .187X.350 FINSFAL W4000-BL-20218 .187X.300 WEATHERSTRIP W4000-BL-SCE42 1.30OX1.75OX.375 CLOSED CELL 122001 .187X.220 FWSFAL 122002 .187X.240 FINSEAL 131096 16X3/4' SWEEP ATTACHMENT 59 131014 18X1' RAIL ATTACHMENT SCREW 121104 SETTING BLOCK C40DO-91-351AX PURFECT GLAZE HOT MELT COMM FS-07419 FRAME EOVAL LEG W/ CHANNEL FS-07418 FRAME FLANGE W/ CHANNEL MANUFACTURER MATERIAL KEYMARK ALUMINUM 6063-T6 18 KEYMARK ALUMINUM 6063-T6 O4 OR 1 31 KEYMARK ALUMINUM 6063-T6 KEYMARK ALUMINUM 6063-TB 3 t1 OR 1© KEYMARK ALUMINUM fi063-TI (27,�28) KEYMARK ALUMINUM 6063-T6 -NT P KEYMARK IALUMINUM 6067-T6 KEYMARK KEYMARK KEYMARK KEYMMK WINDOOR WINDOOR WINDOOR WINDOOR WINDOOR WINDOOR ULTRAFAO FRANK LOWE TEAM PLASTICS FRANK LONE iHENKEL AMERICAS KEYMARK KEYMARK ALUMINUM ALUMINUM ALUMINUM 6063-T6 ALUMINUM 6063-76 ALUMINUM 6053-T6 ALUMINUM 6063-T6 ALUl11NLIM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-TG ALUMINUM 6065-T6 ALUMINUM 6063-76 EXTE PROLON 0. Q 5 e FOAM STEEL CRAOE 5 STEEL GRACE 5 85 DURO SHORE A ALUMINUM 8063-T6 ALUMINUM 6063-T6 flMMONS ftI, MES -M OH WE I "PROVED E I REVISED PER NEW REQUIREMENTS 1 11/29/17 1 R.L. EXTERIOR 16 OOF 34 31 11 OR� INTERIOR OPTIONAL HEAD FRAME e5 eVERTICAL POST CROSS SECTION S SIGNED: 0211912018 7500 AMSTERDAA{DRIVE PRODUCTREVISFD INCOIRPURATP.D °°mi101A1'a'°^-y w- mmmplyfe3 nNIln IFI.ft p.e w.a�oHn onaciodoo� D.A&3Code AcAq=mNO IlmIZI5.xq 4000 ALUMINUM SINGLE HUNG WINDOW a�J81n°�0 EQUAL LEG AND FLANGE — LMI & SMI By B.O.M. & CROSS SECTIONS MUerzU Dole Fmdaef Cowol V.L. I 08-01832 t 6WTE OF METAL 1" MIN. RNSiaNS AE "MIN. STRUCTURE EDGE DISTANCE REv oESCRlmary 0.oTE .wRRovSo STANCE BY OTHERS E REN9E0 PER NEW flEOWREMENT6 11 /29/tJ P.L. WOOD FRAMING OR 2% BUCK BY OTHERS MIN. MENT 1/q^ MA%, HIM SPACE 14 SMS OR J L� 1/4" MAX. SELF DRILLING SHIM SPACEINTERIOR SCREW 1" MIN. EDGE DISTANCE OOD SCREW X14 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE .BY OTHERS EXTERIOR EXTERIOR INTERIOR e JAMB INSTALLATION DETAIL 6 METAL STRUCTUREINSTALLA71ON 1 3/4" MIN. 1/4" MAX. INTERIOR EMBEDMENT SHIM SPACE X74 SMS OR - SILL B BE SET � INTERIOR SELF GRILLING IN A BED OF 1" MIN. SCREW APPROVED SEALANT EDGE DISTANCE (TWIN UNIT ONLY) WOOD SILL TO BE SET X14 CREW IN A BED OF SCREW (T WOOD SCREW APPROVED SEALANT WOOD FRAMING (TWIN UNIT ONLY) OR 2% BUCK 1/4" MAX. BY OTHERS METAL _F SHIM SPACE STRUCTURE EXTERIOR 1/4- MAX.By OTHERS a JAMB INSTALLATION DETAIL SHIM SPACE s WOOD FRAMING OR2XSUCKINSTALLATION 1" MIN. WOOD FRAMING EDGE DISTANCE OR 2% BUCK SIGNED: 0211912018 BY OTHERS 1 3/4" MIN. e VERTICAL CROSS SECTION ��Tj �inD7500AMSTM MDRIVE 11111111 T11j EMBEDMENT 6 METALSTRUCTUREINSTALLATION yyoor ORLANDO, FL 32U2 WLODIJ TUVISW INCO"OAATE,D v.wwlnni ° vaw.viMoonnucom �!:' V1GEN3p"•.S ��^_ 1" MIN. mmmplYirlgwilhtna F[ar1Ea A EDGE DISTANCE EIu:iNA; code 4000 ALUMINUM SINGLE HUNG WINDOW - �y`}4 AvxFlmw No l7•a19.zoJ NOTES. e VERTICAL CROSS SECTION EQUAL LEG AND FLANGE - LMI & SMI 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, Tv�&pbaDnap -j-2b INSTALLATION DETAILS WOOD FRAMING OhlX BUCKINSTAL1A710N NOTSHOWNFORCLARDY. BY :PO '•. $TAIEOF It/�� 2 PERIMETERANDJOINTSEALANTBYOTHERSTOBE MNmtOaie ETodiMCootrol oRawx: oxv �. nLv DESIGNEDINACCORDANCEWtIHASTME2112 V•L• 108-01832 E 1o1SS/�NAL EN�� S E NTS I WE 12 11/12 ISKU6 OF 10 T4Tnu uS11S I� 2 1/2" MIN. _ EDGE DISTANCE a CONCRETE/MASONRY °a a° ° 1 1/4" MIN. BY OTHERS ° ' '^ EMBEDMENT OPTIONAL 1X BUCK SEE NOTE 3 SHEET 1 1/4" MAX. SHIM SPACE 1/4" TAPCON EXTERIOR INTERIOR 1/4" TAPCON V SILL TO BE SET (TWIN UNIT ONLY IN A BED OF APPROVED SEALANT SHIM SPACE OPTIONAL 1X BUCK L 47 SEE NOTE 3 SHEET 1 CONCRETE/MASONRY n F BY OTHERS i • a 1 1/4" MIN. EMBEDMENT d° a. 2 1/2" MIN, EDGE DISTANCE eA VERTICAL CROSS SECTION ] CONORETEMIASONRYINSTALLATION REVISIONS OESCflIMION MIF MPRUHO REVISED PER NEW REQUIREMENTS 11/29/17 1 R.L. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK SEE NOTE 3 SHEET 1 CONCRETE/MASONRY °v 1/4" MAX. BY OTHERS SHIM SPACE 1/4" TAPCON INTERIOR 2 1/2" MIN. EDGE v DISTANCE IEXTERIOR eB JAMB INSTALLATION DETAIL 7 CONCRETFJMASONRYINSTALLATION NOTES: 1. INTERIORAND EXTERIORF/NISHES, BYOTHERS, NOTSHOWNFORCLAR)TY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED IN ACCORDANCE WRH ASTM E2112 SIGNED: 0211 ERDAMDRrVE WmDoor ORBLAANNDO,PL328M v9 R. L01 PRODUCT REVISED INCORPORATED F6�ieiiuo wwmwuWoolL:[.com :� �'; JGEN$p ..ftY:nB MN Na FIoA� 6ufiEiny coda 4000 ALUMINUM SINGLE HUNG WINDOW = G. B2s1a Aamrca NDl7-I21 .19 EQUAL LEG AND FLANGE — LMI & SMI 6q:Latio�DD4ma INSTALLATION DETAILS ML/o 9A0• STATE OF �cl CaGhal DRAW.OWG NO REV "C :F(OR10P. V.L. 08-01832 E IWOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR i" MIN. EDGE DISTANCE 1 3/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE — #14 WOOD SCREW INTERIOR METAL STRUCTURE BY OTHERS EXTERIOR i" MIN. REVmaNS EDGE DISTANCE RE, IDESDRPnON E I REVISED PER NEW REQUIREMENTS 4" MAX. J M SPACE #14 SMS OR SELF DRILLING SCREW INTERIOR MlE APPROVED 1/4" MAX, SHIM SPACE INTERIOR 1" MIN. EDGE DISTANCE /SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR &AMB INSTALLATION OETAIL METALSTRUCTUREINSTALLA770N 1 3/4" MIN. {� 1/4" MAX. EMBED{ MENT SHIM SPACE I INTERIOR 1" MIN. #,14 SMS OR EDGE DISTANCE SELF DRILLING SCREW (TWIN UNIT ONLY) SILL TO BE SET #14 WOOD IN A BED OF SCREW #14CREW WOOD APPROVED SEALANT WOOD FRAMING B SCREW SILL BE SET OR 2X BUCK (TWIN UNIT ONLY) IN A BED OF BY OTHERS APPROVED SEALANT 1/4" MAX. METAL _I SHIM SPACE eB JAMB INSTALLATIONDETAIL EXTERIOR STRUCTURE B WOOD FRAMING OR ZXBUCKlNS7ALLARON 1/4" MAX. BY OTHERS T NOTES: SHIM SPACE 1.lNTERIORANDEXTERIORFINISHESBYOTHERS, NOTSHOWNFORCLARITY. 1" MIN. 2. PERIMETERANDJOINTSEALAN7BYOTHERSTOSE WOOD FRAMING DESIGNEDINACCORDANCEWITHASTME2112 OR 2X BUCK EDGE DISTANCE SIGNED: 0211912018 BY OTHERS 1 3/4" MIN. EMBEDMENT eA VERTICAL CROSS SECTION 7500AMSTE.RDAMDRIVB �11111IIIIII� 8 METAL STRUCTUREINSTALLARON WinDoor ORLANDO, EL 31832 PROOUCCREVISED INCO"CIRA'TE.D P°°"mwr^'""1° ESN J'... ...•,!1{� 1" MIN. mcomdYingwdNNa Piorily ., .w+Nm wmw.miMoannc.mm \',:' pDEN@@'+.S Bv EDGE DISTANCE jId4O,dFpaaePtww No • z 39 4000 ALUMINUM SINGLE HUNG WINDOW NO, SZ14 6xpirellvn DmO EQUAL LEG AND FLANGE — LMI & SMI eA VERTICAL CROSS SECTION �C INSTALLATION DETAILS =9 B WOOD FRAMING OATX BUCK INSTALLATION BNj amiOeda RadOtl CO^tr°I Q mm OF DRAWN: DWO NO. REV ''n :F(ORIDP: •' \a: V.L. 08-01832 E ��OFS�.f•^••'.A� 2 1/2" MIN. 2 1/2" MIN. EDGE DISTANCE EDGE DISTANCE n CONCRETE/MASONRY - 1 1/4" MIN. BY OTHERS EMBEDMENT r4' OPTIONAL 1% BUCK SEE NOTE 3 SHEET 1 EXTERIOR INTERIOR SILL TO BE SET 1/4- TAPCON IN A BED OF APPROVED SEALANT (TWIN UNIT ONLY) 1/4" MAX. SHIM SPACE OPTIONAL 1% BUCK SEE NOTE 3 SHEET 1 CONCRETE/MASONRY _L BY OTHERS ° " % 1 1/4" MIN. °v EMBEDMENT a+ a' 2 1/2" MIN. 2 1/2" MIN, EDGE DISTANCE EDGE DISTANCE 1 1/4" MIN. EMBEDMENT OPTIONAL 1% BUCK SEE NOTE 3 SHEET 1 CONCRETE/MASONRY v° BY OTHERS a 1/4" TAPCON ftfVISgNS aLv osscRlvnax on1E wvaovEo E I RENSED PER NEW REQUIREMENTS 11 J29/17 R.L. 1/4" MAX. SHIM SPACE INTERIOR •:a 2 1/2" MIN. EDGE a DISTANCE EXTERIOR e9JAMB INSTALLATION DETAIL CONCRETEIMASONRYMSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOTSHOWN FOR CLARITY, 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WI774ASTME2112 WinDoox FRODUDEREVlsm INCORPORATED m °omylYing viW the F1ocMo Bdtd'mgCede I21 2q 4000 ALUMIN A.It-x Nol EG A R'J'oi..DPM ; EQUAL INST BY Muni Bade Rodua Control oxnwrv: 6 EL 22832ANR ALLATION R.L.04 �.`S "uGENBp FFO��R,LMANDO ,YN, Y'Iw.Obt wamwiod°ouacmm : �.: No. 62514 UM SINGLE HUNG WINDOW ND FLANGE — LMI & SMI DETAILS ,0'-. 6TATEOF FS '•(ORIOP. WG x0. ftEv 08-01832 E ONALF "''o /Nmw h I 12 5XEE19 OF 10 O MEETING RAIL O LIFT -RAIL ALUMINUM 6063-T6.063 THICK ALUMINUM606346.063 THICK H8 X 3/4" SMS OR SELF DRILLING SCREW CORNER DETAIL H- �1 3 4„ T T12 /8" 32 2 I/4. 1 O1 FRAME (2) FRAME SILL (l FRAME JAMS ial FRAME FLANGE O FRAME SILL FLANGE ALUMINUM 6063-T6.063 THICK —ALUMINUM6063d6.063 THICK LUMINUM 6063-T6.063 THICK LUM/NUM 6063-T6.063 THICK ALUMINUM 6069-T6.063 THICK I�-� 16• --III 4-5Ij/Ri 6" '� 1 9/i9/16" 5 - I 1 1 1 11 /16" 1 /16" - 1 D SASH JAMB n t 2 GLAZING STOP ALUMINUM 6063.T6.063 THICK UMINUM 6063-T6.040 THICK n 13%i6 � 3/6. e HEAD FILLER n SILL RETAINER ALUMINUM 606346.063 THICK ALUMINUM6063-76.063 THICK PRODUCTREWSED w=glyingm1h FhNi& R.RdgC Aeeegmaw Nol •121 .29 RNInNng,Oke � �D/✓adeiO�Nodud Crmtlal Pry flEM90N6 DESCMPTom MIE I MPR.WD E I REMSED PER NEW REOUIREMENTS 11/29/17 1 R.L. 2 7/8" 1 15/16 3 1/2" 3 5/16" O FRAMEJAMB FLANGE O7 FIXED MEETING RAIL ALUMINUM5063-T6.063 THICK ALUM/NUM EET I6.G RAll 77 7/8" 3 1/2" O VERTICAL IMPOST 13ALUMINUM 6063-T6.093 THICK -� 3 9/16" 4.. 15/I 1 I— T 1 1/4" 15 SILLSNAPLOCK ALUMINUM 6063-T6.090 THICK 3 9/1 7 2 1/4" 1 FRAME W/CHANNEL S4 FRAME W/CHANNEL 33 ALUMINUM 6063-T6.063 THICK ALUMINUM6063-T6.063THICK 0) SIGNED: 0 7500 AMSTERDAM DAIVB ``1aUull WinDoor ORIANDO,FL32632 INCORPORATP.D n mania aww.windoo6vcsom OEi 4000 ALUMINUM SINGLE HUNG WINDOW - ANP. 6' EQUAL LEG AND FLANGE - LMI & SMI COMPONENTS =•9 +1.ta4'J NTS 08-01832 MFAMFQADE - MLAMI-DARE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADhIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.sovleconomv WinDoor, Incorporated 7500 Amsterdam drive Orlando, Florida, 32832 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 "7000" Aluminum Sliding Glass Door W/WO Reinforcements-LMI APPROVAL, DOCUMENT: Drawing No. 08-00638 Rev G, titled "7000 Series SGD-LMI", sheets 1 through 21 of 21, prepared by manufacturer, dated 12/10/08 and last revised on 11/28/17, signed and sealed by Luis R..Lomas, P.E., bearing the Miami -Dade CountyProduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs sizes, reinforcements, sill riser and glass types in sheets 2 thru 4 & additional sizes in sheets 5 & 6. 2. See anchor charts (Non -reinforced VS Reinforced) in sheets 5 & 6. Two (2) anchors at each anchor location shown in sheets 5 & 6, at head, sill andjambs, except one (1) anchor per location pocket (hook -strips jamb) not to exceed 11" O.C. is required per chart #10 (sheet 6). 3. Reinforcement item 4,32 shall be A1-6005-T5, as tested. LABELING: Each unit shall bear a permanent label with the manufacturees name or Iogo, city, state and 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. 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 # I5-0604.09 and consists of this page 1 and evidence pages E-I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 17-1219.06 tawntwaoecouNrt Expiration Date: June02,2020 Approval Date: February 15, 2018 Page I WinDoor, Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No. 08-00638 Rev F, titled "7000 Series SGD-LMI", sheets 1 through 21 of 21, prepared by manufacturer, dated 12/10/08 and last revised on 02/09/16, signed and sealed by Luis R. Lomas, P.E. B. TESTS (Submitted under files # 12-0130.08/# 09-0519.12) 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) Large 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-210-3533-2, dated 03/25/09, signed & sealed by Gerald J, Ferrara, P.E. C. CALCULATIONS 1. Anchor verification calculations, structural & comparative analysis, complying with FBC2014(50 Edition), dated 05-29-15, 12-09-15 and last revised on 02/05/16, prepared, signed and sealed by Luis R. Lomas, P.E. 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QU-ALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (Submitted under files # 12-0130.08/# 09-0519.12) 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Kurray Butacite PVB Interlayers", expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51' edition) and `'No financial interest", dated 05/29/15, prepared, signed and sealed by Luis R Lomas, P.E. 2. Test lab compliance statement, part of the above referenced reports. G. OTHER L This NOA revises & renews NOA # 12-0130.08, expiring on June 02, 2020. 2. Test Proposals # 07-3931, dated 04/31/2008 approved by BCCO. Ish q L Chanda, P.E. Product Control Examiner NOA No.17-1219.06 Expiration Date: June 02, 2020 Approval Date: February I5, 2018 E-1 WinDoor. Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRANVINGS 1. Drawing No. 08-00638 Rev G, titled "7000 Series SGD-LMP', sheets 1 through 21 of 21, prepared by manufacturer, dated 12/10/08 and last revised on 11/28/17, signed and sealed by Luis R. Lomas, P.E. B. Test 1. None. C. CALCULATIONS 1. Anchor verification dated 11/27/17 complying w/ FBC 2017 (61' Edition), prepared, signed and sealed by Luis R_ Lomas, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERL&L CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Sentry Glass ® (Clear and White) Glass InterIayers", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61 Edition), dated 11/27/I7 prepared, signed and sealed by Luis R. Lomas, P.E. G. OTHER 1. This NOA revises # 15-0604.09, expiring 06/02/20. 1sk.q I. LLA.1- IshagI Chanda, P.E. Product Control Examiner NOA No. 17-1219.06 Expiration Date: June 02, 2020 Approval Date: February 15, 2018 E-2 NOTES; I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 60, ELATION (2017) INCLUDING THE HVHZ. 2. WOOD FRAMING,/2X BUCK, 20 GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING TO HE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING/2X BLI 20 CA, 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Ctl=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4. FRAME AND PANEL MATERIAL: ALUMINUM 6063-T6 5. UNITS MUST BE GLAZED PER ASTM E1300-02 OR 04.,(SEE' DETAILS SHEET 8) B. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT RIOUIRE FOR THIS PRODUCT IN AREAS WHERE WIND BORNE DEBRIS PROTECTION IS REQUIRED. 7. APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK OR 4 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS. PANEL CONSTRUCTION: ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063-T6 ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HOR170NTAL RAILS. EACH RAIL IS SECURED TO STILES WITH (3) 910 x 1 1/4" SO. DRIVE SCREW AT EACH END. B.O.M. ITEM #47. ALL PANELS HAVE A FIXED GLAZING STOP ON THE INTERIOR AND AN APPLIED GLAZING STOP ON THE EXTERIOR, FRAME CONSTRUCTION: EACH FRAME CORNER IS NOTCHED AND BUTTED.. HEAD AND SILL ARE SECURED TO JAMBS WITH #8 x I"'TYPE F SCREW, B.O.M. ITEM #48. (2) AT EACH CORNER ON _^ TRACK FRAME, (3) AT EACH CORNIER ON 3 TRACK FRAME AND (4) AT EACH CORNER ON 4 TRACK FRAME. I TABLE OF CONTENTS 2 - 4 ELEVATIONS AND HORIZONTAL CROSS SECTIONS 5 - 6 CHARTS 7 ANCHORING LAYOJT 8 - 9 BILL OF MATERIALS' AND GLA71NO DETAILS i IO — 15 CROSS SECTIONS IG - 19 INSTALLATION DETAILS 20 - 21 (COMPONENTS ,D$0M rRN RISLPIPiNH UPTC 1PFROVC� G REVISED PER NEW REQUIREMENTS 11/26/17 TIE.L. ANCHORING NOTES: 1. ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE TWO INSTALLATION ANCHORS AT EACH INSTALLATION ANCHOR LOCATION IN HEAD, SILL AND JAMBS. 2. ALL FRAME .SYSTEMS. 2 TRACK. 3 TRACK AND 4 TRACK, HAVE ONE INSTALLATION ANCHOR AT EACH INSTALLATION ANCHOR LOCATION IN HOOK STRIP. 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED IX NON-STRUCTURAL WOOD BUCK AT HEAD, SILL AND JAMBS USE 1/4" ITW TAPCON WITH SUFFICIENT' LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE AND I J/8" MINIMUM SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND IRSTAIIATION DETAILS, 4. FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 OA. MINIMUM STEEL STUD AT HEAD, SILL AND JAMBS USE #10 GRADE 5 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT AND 3/4" MINIMUM EDGE DISTANCE INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 5, SHIM AS REQUIRED AT EACH INSTAUAHON ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM TO BE 1/4' 6. ALL FASTENERS TO BE CORROSION RESISTANT. 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=Q42 B, CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). 0. METAL BAC.KFD FRAMING - 20 GA (.040) MINIMUM THICKNESS (TO BE USED WITH WOOD FRAMING; TJH IRYDUCEDEVD150 rrwWK•Bd m'E�� �nno l7_lZ/9.oL gy„ty DH. y a z>n ..44w CrAL SIGNED: 11/28/2017 LLlll VU1 ORLANDO, PL 32832 �\C 7APORAI'A.p ..;miS"n�+' .u1Mn:ieconm ��\ 7000 SERIES LMI REINFORCED ls;s., �'k• & NON -REINFORCED (5'0 X 8'2 PANEL) �,ot NOTES OF RLV DESCRIPTION OTiE MPENAu, C REVISED PER NEW REOUIREMEMS 11/28/17 R.L. I� 354 1/2" MAX. FRAME IESIEU wIUIM 53 3/d" —PANEL, 60" NOMINAL WIDTH _..� MAX._ WIDTH iVP. —_--- I' I WALL UNDER /l SENT. 1 (SEPARATE SA 1. SEPARATE IEWEDVAL, TO BE REVIEWED BY D L 0. AM. 3/16" MX, I. x I J 12� X I :t II L X II 1 II HEIGHT IYR 98' P MAb 2 x x I I I FRAN 3E� G 1 II HEIG I I I I A I I III ILA I (III 7000 SERIES LMI SGDIII XXXP! ELEVATIONEXTERIOR 8• Tp TYPICAL VIEW DPIICA n-. AS E IT WEEP SLOT 1" x .1875" LONG AS INDIVIDUAL PANEL Si7F DUES NUT EXCEED MAXIMUM PANEL WIDTH &HEIGHT CH TYP. LOCATED Al ALL AND MAXIMUM FRAME AREA DOES NOT EXCEED TESTED AREA ^ '241 25R' AND USE VERTICAL CENTER LINES VERTICAL CONDITIONS AS SHOWN, INTERIOR INTERIOR 7000 SERIES LMI NON -REINFORCED SGD 2TRACKLAYOUT NON.REINFORCED DE61ON PRESSURE RATING IMPAOTRATING 345.OPSF LARGE MISSILE IMPACT WITH SILL ITEMS 3, 66 13 FOR ADDITIONAL SIZES SEE CHARTS 1, 283 SHEET5 PANEL AND LT LO. FORMULA PANEL HEIGHT = UNIT HEIGHT - 1 9/16' D.L.O. HEIGHT = PANEL HEIGHT - 7.9375' D.L.O. WIDTH = PANEL 'WIDTH - 6.625" EXTERI R 7000 SERIES LMI REINFORCED SOD 2TRACKLAYOUT REINFORCED DESIGN PRESSURERATING IMPACTRATING t60.OPSF LARGE MISSILE IMPACT WITH SILL IIEMS 3• S Ala FOR ADDITIONAL SIZES SEE CHARTS 4, SA 6 SHEETS REINFORCED t'PUDUCf 0.2YL8T� tl NPW�{xilhlh4fM,i{T ="N 17-121o0 ¢{N.rr ml C�awL- PmMa4C�lw1 DESIGN PRESSURE RATING IMPACT RATING t60.OPSF LARGE MISSILE IMPACT WITH SILL ITEMS 4, 9814 FOR ADDITIONAL SIZES SEE CHARTS 7, S 6 9 SHEET 6 SIGNED: I 7569 AMSTSRDAM DRIVE WinDoor ORLANDO, FL 32832 INCORPORATED .i�x.' uvw.vvMomirc.am r 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) _ LENATION, HORIZONTAL CROSS SECTIONS AND NOTE y TJH 08-00638 96 F FI 359 13/16" MAX. FRAME TESTED WIDTH--------- 60" NOMINAL 53 3/8" PANEL WIDTH IL.�. MAX. D.L.O �.I WIDTH TYP: - REwE, �,\ I I 88 1/4" MAX. 3/16" 3/1 11 �.. L I -m., D.L.D. HEIGHT TYP. 98' 1NEL 0 3 0 X X X t X. 14 l4) IGHT — 1 CL I FRAI, HEIGI 1 a 1DA/ 1 � I D / I // V/% _ 6" TO 7000 SERIES LMI SOD (OUXXXXI WEEP , TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1" x .1875" (6) PANELS SHOWN. NUMBER OF PANELS IN LIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS TYP. LOCATED AT ALL INDIVIDUAL PAIJEL SIZE DOES NOT EXCEED MAXIMUM PANEL WIDTH & HEIGHT AND MAXIMUM FRAME VERTICAL CENTER LINES AREA DOES. NOT EXCEED. TESTED AREA = .^44.87FV AND USE VERTICAL CONDITIONS AS SHOWN. INTERIOR EXTERIOR NON -REINFORCED OESIGNPRE6SURE RATING IMPACTRATING 145.E LARGE MISSILE IMPACT WITH SILL ITEMS 3, 6 & 13 VAL SIZES SEE CHARTS 1, 283 SHEETS INTERIOR REINFORCED NN.M5 PEV OESfRIPl10N DATE LPPROVED G REVISE. PER NEW REQUIREMENTS 11/28/17 R.L. EXTERIOR DESIGNPRESSURERATING IMPACTRATING �. ±60.OPSF LARGE MISSILE IMPACT WITH SILL II EMS e, 6673 FOR ADDITIONAL SIZES SEE CHARTS 4,5 & 6 SHEETS pW6UCf 116Yf8P9 rea4M4uM 1heibY. A.11U..N oL AwptuRN1iT Z REINFORCED CESIGNPRESSURERATING I IMPACTRATING ±60.OPSF LARGE MISSILE IMPACT WITH SILL ITEMS 4,84 14 FOR ADDITIONAL SIZES SEE CHARTS 7, 68 9 SHEET 6 SIGNED: 1112812017 7500 ANISTEMAM DRIVE WinDoor ORLiNDO, PL 1281 INCORPORATRD w ;`,n.uia�srv'ra" m.wi�ulmiimx..m 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 X 8'2 PANEL) ELEVATION AND HORIZONTAL CROSS SECTIONS JH NTS 96 P H L---- 353" MAX FRAME TESTED WIDTH 60" NOMINAL MAX. D.I .O PANEL WIDTH WlOTH TYP. 88 ' 4 REINF. HEIGHT 3/16" ( L TYP. AX NNEL 0 0 13 1. X ,y X X 1 MAX TIGHTH FRAN l i I I I I I HEIGI B I I L I I /d I I II II I // 7000 SERIES LMI SGD (0OXXXX) 6' TO TYPICAL ELEVATIONEXTERIOR VIEW ell PANELS SHOWN. NUMBER OF PANELS IN LIMITED CONFIGURATIONS 15 APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL WIUIH & Ht1cHl AND Ww I,V,11M llwm, LYE. LOCATTEDD AT ALI. WEEP SLOT .1876' AREA DOES NOT EXCEED TESTED AREA = 240.24FT' AND USE VERTICAL CONDITIONS AS SHOWN. VERTICAL CENTER LINES r-r r 1E INTERIOR l6 is INTERIOR EXTERIOR NON -REINFORCED DESIGN PRESSURE RATING IMPACTRATING t45.OPSF ------------- LARGE MISSILE IMPACT WITH SILL ITEMS 3, 6 & 13 FOR ADDITIONAL SIZES SEE CHARTS 1, 2 &3 SHEET PANEL REINFORCED E iT EXTERIOR DESIGNPRESSURERATING IMPACTRATING 360.OPSF LARGE MISSILE IMPACT KNISI0NS nesca,rnaN Dnre naNavvEo REVISED PER NEW PEOUIREMENTS 11/2V/17 R.L. RmuucraN-vEsas ..�Po+�+,•umm. cti.u. ea9amsee. I�-/Z/$.6G Aw{v�vice Nv 8vy1nMW W1<�(�y ae1 gain CwTal PANEL REINFORCED OESIGNPRESSURERATING I IMPAOTRAT/NG +60.OPSF LARGE MISSILE IMPACT MTH SILL I7EMS3, S& 13 WITHSfLL ITEMS 4, 9 & 14 FORADDITIONAL SIZES SEE CHARTS 4, 5 & 6 SHEETS FORADDITIONAL SIZES SEE CHARTS 7, 6 & S SHEET 6 W�7� 7500 AMSTVADANI D1MVE inDoor ORTANDO,FL32N32 INCORPORATP.D 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL) ELEVATION AND HORIZONTAL CROSS SECTIONS NNAWN'. mvc 110. TJH 08-00638 WAE NTS JDATE 12/10/OB SHEET OF 21 •t Chad A1- DaWgn Pleasure capacity (Pa0 70005edes impact Ncwhmhdm'4BdS00. 6A V 6'2PAMEW WM 21l1-highmil rberw/Nltems, 3,8 H 13 UANe IneblktlMmaeomy/canareas kNm 6 MR,&_ th(h) HeIBM 24.0 3A0 90.0 1 410 i 4&0 B40 B0.0 Or) I P. I Nep I Pas I Nq I Poa Nall 11. 1Nca i Poa I Nep Pas Nap Poe Nq 820 W.0 WA 00.0 W.0 WA WA 80.0 W.0 .D BOA W.0 .0 50.0 W.6 %0 W,0 WA I W,0 1500 BOA WO W.0 i Afl0 W.0 WA WO W.0 BOA 6a0 WA W.3 W.i 59.1 49.3 4B.3 46A 48A OHO WO W.D 80.0 W.0 WA WO S6.B I 69.0 1 51.7 151.) 4>.e 47.8 45.0 I30 Chad 02. Daslgn pressure capacity (pall 7000 Sorlea Impactima42einforcod AGO- AT x81 Raneb with 2 in -high sill risor WIMitems 3, a a is llnhe/nelnlle6 Info weal handed Real Safe al��Wllb(W NdOM 2 0 90.0 98.0 A20 d0,0 G.0 90.0 (b) Poe Nee Poa Nap Pos Nq I Pae i Nap I Poa Inv I Poa Nq Poa Nq WO WO W.0 16001 632 63A 1 393 W.2240,1 > 46A3 69 0 WA W. WA 3 48200 4 4 !a' 3WA .4 Ba0 WD W.0 Is CB2 ge., 39.2 Ofl W, WO ..6 5 4BA 0 3p2 30A 36B %.1 .1 &b 339 Chad p4. Design pressure mp, dfY II 7000 Series ImplOReAdmoed SOD. 6W NB'2 pmreb wIM 21d' hlphaNdse, wells Acma 3.9 613 UNls/ounflidlnmasmnykmmrew Rwm - - -- 81ryb Pdllel NLlh (N PoIBM 24.0 ]q0 9B.0 9T.0 IB.D 040 WO (N) Poe Nq Poa Nq Pon Nq Poe Nap Pan Nep Pos Nq Pae Nap B20 W.0 ]9A W.0 JBD WA J60 W.0 fl.0 W, ]SA W.0 730 58.6 60 as .D JaA J .q W.D &D BBA 75.p a ro.e +aa W.7 d .4 el. Chad 05- Design Pressure capacity (PsO 7040 Series ha mcl Refaf ee,RISGO-Sm X6-2paneb wllhl l/P-h/pha0ldaer wlMNema 3, a & 13 Remo &rp m h11n HBmM 24.0 3a0 99.0 dT.O 4&0 80.0 BQO (W Poa Nq Paa Nq Poa Nq Pos Ne0 Poc Ne0 Pae NaA Poa Nq 820 W.0 75.0 W.0 GI WD .3 94A SM1.a 49. /8.) 27. 4.4 67A 5].6 B80 D ] .0 6a0 W. W.3 51.3 fit 52.2 40.0 A 47A 4],4 58.7 57.8 p&0 W.0 86.0 W.Ea .B 491 d. WA .e 93.1 WA 47A 4).9 4BA 52.4 B&0 WO 670 5'J.5 W.9 40.0 4B.0 SBA B4.1 91.] SBA 4).4 47A 38.4 38,6 S = SILL IT= HEAD IL =INTERLOCK MS = MEETING STILE RFn)IDNS RiV DfSCRIP110N M1f n PRMD G REVISED PER NEW REOUIREMENI$ I I/28/17 R.L. CII 7000 Serbs /mpaetNagwimarforcedSM- 610 a6'2paneb with 2d12"hlph elltrlearwNhimam, 3.0 A, 13 Number of anchor IocellonsreauireOlor xoatl Ireml np Ontl me6onry/roncrab Inablleflon Twn mlAnehda cerlxopan Begb Porol M(W Rana a80 I =a Sao 420 4&0 51.0 I We HHPA (In) N8S Jamb IUMS Char Has Jamb /UMS Clu4ar Has Jamb IUMS duNer HAS Jamb IUMS gaYar HAS Jamb lIJM3 CNRa Has Jemb IUMS CluYer USA Jamb IUMS Gudar 02.0 1 ) 1 ) ) 1 1 4 2 7 4 2 ] 4 2 ] 4 640 1 ] 4d 1 d 1 1 1 ) 1 4 1 1 74 2 4 2 4 2 7 4 06. 0 4 1 B 4 1 B 4 1 B 4 2 6 0 2 2 B 4 B8.0 B 1 4 1 1 1 8 1 4 1 I B I0 1 B 4 2 B 1 3 B 4 2 d (Mart" 7000 Aeries Im galReintorced SOD-S'Oa6'2 panel, With 21d' hlphalf1daef with Items 3, 0613 NlBnhelmanchorlgapon6 requlmtlrwWogdhamlrgantlmasomy/c,mcralefn6bllatlan Twn Ml6nehda eerloeedan m�anplrlR �IWf4 Wtli•g CbOe A44g1•aca NaJ./.sau.+:rL BayltaliM pll4 ca.J- a3s' Gb Y, .aaRcwlY a". P4nelwwm Rem: ".a .0 ,0 4a.0 480 1 080 Bao NN,N (F) H89 Jamb IUgS CluHer Na3 Jamh IUMS Cied., H89 Jemb pJMS Nectar H65 Jemb IfJMS CluYer H63 Jemb IUMS CluPer NH9 Jom6 IUM9 CIu9m NBS Jamb 6615 amt. 820 1 4 1 d 1 ] 4 2 ] d 2 ] 4 2 ] 6 3 7 B B0.0 1 > 4 1 7 1 ) 4 3 i 4 2 ] 4 2 ] O 3 7 6 BB.O 1 B 4 1 6 d B 4 2 B B 2 B B a B 6 3 B 6 8&0 1 8 4 1 6 4 1 1e 4 1 2 1 2 B 0 1 2 1 B 1 6 2 0 6 NOTE: I. TWO (2) ANCHORS PER LOCATION IS REQUIRED, TOTAL NUMBER OF ANCHORS MOST BE TWICE THE NUMBER OF ANCHORS SHOWN IIN CHARTS. EXCEPT FOR POCKET JAMB ANCHORS. EXAMPLE: ANCHORS FOR A. UNIT WITH 24' WIDE PANELS AND 98" FRAME HEIGHT (SEE CHARTS #3 AND 910 POCKET JAMB). • I1EAD INTERMEDIATE. ANCHOR LOCATIONS: 1 TOTAL HEAD ANCHORS: 2 • JAMB ANCHOR LOCATIONS: 8 T01AL JAMB ANCHORS: 16 • SILL INTERMEDIATE ANCHOR LOCATIONS: 1 TOTAL SILL ANCHORS: 2 • IL/MS CLUSTER ANCHOR LOCATIONS 4 TOTAL IL,/MS CLUSTER ANCHORS: 8 • POCKET ANCHOR LOCATIONS: 9 TOTAL POCKET ANCHORS: 9 7500AMSTERDANTDRIVE WinDoor ORLANDD, FL 32832 INCOItPOA1TF?1] w.gn vi`sm uswi,ulood 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) CHARTS TJH FITS 08-00638 Chad #7 • Design pressure capacity (pall 7000 Sedes Impact Romicreed SOP • B'Oxa9 panob with J Whlghalll Hoerwgh Itemc 4, I) A 14 UNm InefaOetllnmacoraY/coxnle Fmm4 6Bgb Pant. 24.098.0 11.0 0 (0) M) Non Pap Nop Pos N49 Pas Nap PCs Nap Poa Nag Poa N5.0 BAO 750 75.8 75.0 ]5.0 ]50 ]8.0 ]SO ]60 ]S.0 ]5.0 ]5.0 ]SA 78.0 75.0 950 ]SA i50 ]50 i5.0 1-9 A ] A ] A ]6.0 ]50 .0 sea 9fl0 75,0 ]50 75.0 19A 75.0 ]9.0 50 i50 m..0 ] A ]09 >0.0 85. 65.7 65.] BtB 01A 0A0 5,0 9 ] .0 176.0 S0 .0 6.0 0 e 6B.B B3. Big BOA 80.0 Chart #S • Design pressure capacity (ps) 7000Series ImpsetRoln od SGD•6'0x89pona/swim3 Whighslildserwgh/tems4,94 14 Voice I nwallodinto Wood Ram]nu Frarta I6bgle Panel h(hl HAIN 1 210 90.0 J0.0 420 10.0 p BO.a (h) a Men Poe Nap Pe6 Ne0 Ppe NOp Poa Ney Pos Nep Poe Nap 02.0 ]5.0 i5.0 80,0 We 5A3 93,3 40 91,0 BJ 49. 4 A 0].d 5].B 5].b BAO ]eo ]5.0 6B.B fi6.a 53.3 S32 BT,T 9T,T 4 O 49.0 4]A 4].9 S].6 S].8 90.0 W.B No 80 5B.9 4B2 49.2 6,B 65.0 80.0 60.0 4IA 4].4 62.4 62.4 B80 67.0 67.0 5. 55.5 8.0 40A 04.1 ,1 5B. d 4. ]A 30.4 4 Charf (HO PxkBt.hmb Anchor Locodons NumOor o1 o nca0lloutf ores requl re0 /ar wod Ireminp endmaaOnNleancralolnCalmtlon 111 Ancharpwloceflon Flxon 6hab Purel unn(h) Nebhl 240 90.0 3fl0 120 IB.O 540 80.0 Im) Hk HooN HaOh O HaoF Met, H00 82.0 B 0 B B 0 8 B e4a e e e s e 6 s g B B B a B B 9 gas B B B B 8 9 B RL'1610NS Rry DEscaiaPon W E WPRWEO G REVISED PER Nw REGUIREMENIS 111/26/17 I RL. Chart #9 1000 Series Impact Relota ced SGD- S'T xS'2 innate with 2 iR• h/gh apt rbor with Items 3, 8 A 13 NOmner 0I cache, locations nequlmtl7N woodluaa ft andmoreeary/COIMrem h4mlla#On 7wal2) Ancimra oarlacntion S1MIe Nael'Mdlh (h) Fra. .0 I Sao I Sao I 4T.0 1 480 1 Bop 1 Ba0 HH,ht (h) HAS Jamb ILIMS Dluater HAS Jamb ILIMS Waste, HAS Jamb IL/MS Moe, HAS Jamb NMS l u4s, HAS Jamb 8/MS CIUCa HeS Jamb IL]MS cmver HBS Jamb ILMiS Cluster 820 1 ] 1 4 I 4 2 ] 1 4 2 ] 4 2 ] 9 9 ] b ] 4 2 4 2 B 3 ] 8 86.0 1 8 4 1 8 4 1 e 2 B 2 0 6 2 e 3 9 ON 1 B4 1 0 4 8 4 9 8 3 0 0 B 2 0 FOR NOMENCLATURE AND ANCHOR EXAMPLE SEE SHEET 5 INROWCtW:YO(7�9 ^amW W �utYWtsYs A�aapuu No -/L/ OG ¢4pimaa tlk� � r� TbL lyy •a CrHy 7500 AMSTERDA l DRIVE WinDoor ORLANDO, FL 32832 INCbRP<3RATf.D tW^°.,",(,rM�r� Wµ�P.�Nn6Men4.s°m 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) CHARTS NTS RNI510lIS 13" MAX, 60" NOMINAL INTERLOCK/MEETING STILE FI O.F. TYP. PANEL WIDTH //////''' SEE 6-ANCHOR C 14 1/2" MAX: O.C. TYR. CLUSTER DETAIL -{!�---��.(. 14 1/2" MAX. 10 1/2" MAY. TYP, HEAL) & SILL 6" MAX. n'P. I O.C. TYP. TYP. �1 6" MAX. ,I, /- / TYP T- _-- I / \ \`T \ FMAX zo Eo R u ti ow o t 0 m c An or g" VI ao ouo O' VI uo 0 U u�m I � m � o IL/MS ( CLUSTER L— N 7 \ / 1 ANCHORING; LAYOUT NON -REINFORCED g1D_iELNFORCEO UNITS INSTALLATION 4PANEL UNIT SHOWN, .APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN TRACK 3 TRACK 4 TRACK 16 -'i I--3MAX. 5 MAY, 16 MIN. 1 3/8" __ MAX. MIN. �� MAX. �7 AX. HEAD & SILL ANCHORAGE LOCATIONS NUN:-REINFORCEO AND REINFORCED AT HEAD AND SILL (FOR FURTHER DETAILS SEE SHEETS 16, 17 AND 18) 4 TRACK 3 TRACK 2 TRACK i T 7 � - 5 13/16" MA 1 15/16' MIN.{' 3 7/8" MA L_ JAMB ANCHORAGE LOCATIONS NON -REINFORCED AND REINFORCED AT .JAMBS. (FOR FURTHER DETAILS SEE SHEETS 16. 17 AND 18) Oi5^.RIpiIM! REVISED PER NEW REDOI —� ET 11" MAX, I O.C. TYP, �\\ SEE POCKET JAMB (HOOK STRIP) DETAILS I SHEEP 19 POCKET WALL HOOK INSTALLATION UNDER SEPARATE I ANCHOR SEE APPROVAL. TO BE I NOTES 2. 5, 6 1 TYP oniE nvvRov.'o I1/29/17 F WWRSC Am.. Z/ JZ E&' O le h4 C�he1a1 REVIEWED BY AHD, I & 7 SHE POCKET HOOK STRIP (SEE SHEET 19) J 6X. ANCHORAGE II-CCATIONS _________.T onurnarrn ` TWO (2) INSTALLATION ANCHORS PER LOCATION (EXCEPT HOOK STRIP) SEE NOTES 1, 3, 4, 5 &. 6 SHEET I, TYP. HEAD SILL AND JAMBS 1 1/2' MIN. f 1/2" MIN. 1 3/8" h11N. 3" MIN, 3" MIN. SEPARATION SEE SHEETS 3" MIN. - -- 3" MIN. (- 16 THRU 18 FOR MAXIMUM J SEPARATION 6-ANCHOR CLUSTFR (TOTAI. 1L ANCHORSI DETAIL AT iNTERLg_;1< MEETING STILE TYP. 2 RACK, 3 TRACK AND 4'TRACK NON -REINFORCED AND REINFORCED AT HEAD & SILL TJH 1 1/2' .MIN. 3" MIN. AT I'IOOK STRIP (FOR FURTHER DETAILS SEE SHEET 19) CONDITION 1— 1 1/2" MIN. 3" MIN. 1 3/8" MIN. SEPARATION SEE SHEETS 16 THRU 18 FOR MAXIMUM SEPARATION 4-ANCHOR CLUSTER DETAIL (8 ANCHORS 2 TRACk, 3 TRACK AND/41FETING STILE RACK NON -REINFORCED AND REINFORCED AT HEAD & SILL SIGNED: 1112812017 '150gAMb"TRRDAMDATVR inDoor ` ORLANDO, FL32832 \S\` DRPORATRb �s°.in;ei �'ns uww.uiiilnounccum �v 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) ANCHORING LAYOUT AND NOTES �p NTS 08-00638 1 PARTS LIST r+[v G RFVISIous N0. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL D[SCRIPnou DA¢ AnvraveD I FS-04522 9 TRACK FRAME HEAD KE@d4RK ALUMINUM 6053-T6 REVISED PER RELY REQUIREMENTS 11/28/17 R.L. 2 FS-04531 12 TRACK FRANC JAMB KEYMARK ALUMINUM fi063-T6 -- -----_---- PRDDDEEJ4RV FRLY FwdlnPC eY VitY 1b KAI a ma A0^T'wettNo / l p/ .cL e4mtt4F.. m1�g 4 rSL•- YdFM My CIF SIGNED: 1112812017 3 FS-04525 2 TRACK 6LLL PAN W/2 1/2" RISER KET?MRH ALUMINUM 6063-T6 4 FS-04526 2 TRAU SILL PAN W,13 I/8" RISER KEYMARK ALUMINUM 6003-T8 43 PIS-7623-09-SN SfNEEN ROLLER SULLIVAN 5 FS-04523 12 TRACK FRAME SILL PAN INSERT KEYMARK ALUMINUM 6063-16 44 CLA2ING• SEE SH1. 9 FOR DETAILS 6 FS-0451I _—_ 13 TRACK FRAME HUD _ KEYMARK __ — ALUMINUM 6063-76 45 _._ d8 x 1/4' PH TYPE F SCREW STAINLESS STEEL J F6-04510 3 TRACK FRAME WS KEYMARK ALUMINUM 60fi 46 d8 x 3/4' PH TEK SCREW 410 STAINLESS ~ 8 FS-04506 3 TRACK SILL PAN W/2 112' RISER KEYMARK -_-- ALUMINUM 606�47 I L 1#10 x 1 1/1" SO, DRIVE SCREW 18-8 STAINLESS 9 FS-04507 3 111 SILL PAN W/3 1/8' RISER KEYMARK ALUMINUM 6063-T6 48 IS x I' PH TYP F SCREW STAINLBS STEEL 10 FS-04508 3 TRACK FRAME SILL PAN INSERT KEYMARK ALUMINUM 6063-76 49 PIG x I' PH TEK SCREW ALUMINUM 6063-T6 11 FS-04523 4 TRACK FRAME HEAD NE1'PARK ALUMINUM E063-16 50 a10 CUT THREAD WOOD SCREW L _ 12 FS-04S32 4 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-1b 51 3/16'•ITN TA''CON 8W BUILOEX CARBON DAINLEBB 13 F6-04527 A TRACK SILL PAN 'N/2 1/2" RISER NEYnWAK ALUMINUM 6063-16 0' FH-023M WS SCREEN BOTTOM ME KEYMMK ALUMINUM 6063-T6 14 FS-04528 4 TRACT( SILL PAN WAS 1/8' RISER KEYMARK -_-4_"_—.—.—. ALUMINUM 6063-T6; 53 FH-023W WS SCREEN ]OR RWL KEYMARK ALUMINUM 063-16 I5 FS4M530 4 TRACK FRAME SILL PAN INSERT KEYMARk ALUMINUM 6063-i6J 5�N-OIA 311 tiGLASS STOP VINYL VINYL 16 FS-04313 FRAME HEAD TRACK COVER KEYARK ALUMINUM 601 55 1 GS-VN-004 1/4" GLASS STOP VINYL VINYL 17 FS-04501 RECESSED ME TRACK COVER KEYPARK ALUO SUN 6063-161 56 GS-VN-054 3/4" GLASS STOP VINYL & FIXED VINYL 18 FS-04509 FLUSH JAMB COVER KEWE RK ALUMINUM 6063-TC 57 (H-02395 WS SCREEN STILE - KEYMARK ALUMINUM BOST-% — 19 FS-03684 HOOK STRIP BASE KEYMARK ALUMINUM 6063—T6't 58 M1217K0000 220 FIN WEATHERSTRIP 20 21 FS-04476 FS-04477 HOOK STRIP WALL COVER 1100I( STRIP WALI. MOUNT IKLYMARR REYMARI( ALUMINUM 6063-T6 ALUMINUM 6U6}-i6 59 60 W234017KD000 W333517K0000 .400' FIN WEATHERSTRIP ,350' FIW WEPTHERSTRIP j- 22 FS-04535 PANEL. KHO SILL COVER KEYMARK ALUMINUM 6063-T6 51 CLASS SETTING BLOCK _ 23 FS-04312 PANEL STOP HEAD COVEN KEYMARK ALUMINUM GOG3-i6 62 SIKA(AS7 552 GLAZING COMPOUNDSINA CORP. POLYVREfFIpNE 24 FS-04631 TOP AND BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 63 SILICONE CAULK PECORA SUCONE 25 FS-04327 PANEL LOCK/T'UIN STILE KEYMARK ALUMINUM 6C6}346 64 WEEP COVER/GATE. _—......_.._ _____..._ 26 FS-0451G o .ANE1. INTERLOCK STILL LEFT KEYlJAfa< ALUMINUM 6063-iG 65 d'8 x S/8" PH TY?E F SCRE14 STAINLESS STEEL 27 FS-W515 PANEL INTERLOCK S71LF. RIGHT KEYMARK ALUMINUM 6083-i6 66 �8 c 3/4" PTI TEX SCREW STAINLESS STEEL 28 FS-04789 MALE DIM STILE KEWAARI( ALUMINUM 6D63-T6 67 F5-02209 WE SCREEN SWITP KEYMARK ALUMINUM 6063-T6 -- 29 FS-04790 LOCKING BUTT STILE KEYMARL( ALUMINUM 60G3-F0 68, SCO20p SCREEN HANDLE A LOCX ILVAIH 30 FS-OA5-05 IMEPoOR FIXED BIRi STILE KEYMARK ALUMR{UM 6083-Tfi 69 FlBERGUSS SCEEN MESH ------ FIBERGLASS 31 FS-04504 EXTERIOR FIXED BUTT STILE BEYMARIf ALUMINUM 6CG3-T6 10 SCREEN SPLINE 32 PS-04503 INTERLOCK REINF. BAR, FULL LENGTH KEYMARK ALUMINUM 5W5-T5 71EfS-04791 ALUMINDM 3/8' NOMINAL SPACER HELIMA - ALUMINUM 33 FS-OA312 BENT STILE/INTERLOCK COVER KEYMARK ALUMINUM 6063-78 12 FIXED PANEL 7-CLIP KEYMARK ALUMINUM 6063-T5 34 FS-04533 9/16" GLASS STOP KEYMARK ALUMINUM 6063-16 73BIU x 3/4' PPH TEK SCREW -_- _- STAINLESS STEEL -� -___-- 35 F1-04524 3/4" GLASS STOP KEYMARK' ALUMINUM 6063-16 JSW AhfSTEAD.M1 DIllVH WinDoor U1tLANll0, FL 72B32 FIN CCUR ORATF.iJ '��`.m�ain" .vvidavinacnm \ \\\S �� 0 v •SAG ENy.7T'98, `•'iF_ /iloyyRL�61 •`kr �•D C><II -' p70 TAT O iyC �bFS CORt�a G��� �j S( • t>GJ /OpjA j1�Y\\� 36 5000 SS PER TANDEM ROLLER SS 37 2186MI-INT TRADITIONAL INTERNAL HANDLE 38 21BGM1-DM TRADITIONAL EXTERIOR HANDLE _ 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) BILL OF MATERIALS 39 7014 SS DL�fOUAL POINT MORTISE LOCK SCI 40 103JS Ow IIU2390R5 RUBBERANEL BUMPER 41 _ _ v-IM tP 876 INTCRLOCH BUMPER DRA". TJH Dwc no. 08-00638 AEv C 42 -------- --- #M x 1 1/4" SO. DRW SCREW -- -- - 08-8 STAINLESS - sccl.e IWT[ Laicn NTS 12/10/08 8 Of 21 --------- L� F 1" MIN. 3/16" HEAT GLASS B'TE 55 STRENGTHENED 060" SG INTERIOR �62 BY KURARAY 7/16' O.A. F CIISIptiS GN OFSCP1PilON G REVISED PER NEW REQUIREMENTS i6" I" MIN. 55 MEAT GLASS BITE STRENGTHENED CHI15' BUTACITE PVB INTERIOR R �J� -�11 r By IVRA I r7/16"OA. pgiE M.^PWEp 11/28/17 BRA.. EXTERIOR '(59 3/16" HEAT EXTERIOR S 3/16" HEAT 34 STRENGTHENED 34 STRENGTHENED GLAZING TYPEA GLAZING TYPE B LY6(A66"ATEOHEAT 7H6"LAMINATEDHEATSTRENGTHENEDWI.='SG STAENGTHE4EDW4O9O'BUTCTEPVBBY BYKURARAY-CONS)STSOF3116"HS+.O60'SGBY KURAAAY=CONBISTSOF 6'HS.BUTACITE KURARAY+3116'HS PVBBY KURARAY+3116'HS 1/8" HEAT 1/8" HEAT STRENGTHENED STRENGTHENED 0,09' BUTACITE PVB i' MIN. 0.06 SG 1" MIN. _ __ GLASS BITE 55 BY KURARAY GLASS SITE '6� BY KURARAY 1 /8" HEAT r 1/8" HEAT INTERIOR 6L 3/4, OA STRENGTHENED INTERIOR c2 3/4" O,A. STRENGTHENED 1/4" AIR SPACE �--- L r 1/4" AIR SPACE _ - �wmoucraev� — 3/16 p4Ylgvil0lMiWYf EXTERIOR TEMPEREo� EXTERIOR i 3/1s :gym 1 -12 •OG 35 5 71 (EXT) 35 50 71 TEMPERED e�pFUW m1. y EXT) t GLAZING TYPE GLAZING TYPED M••+' P�"� 3W I.G. TEMPERE01HEAT STRENGTHENED W1.060" 374' 1.G. TEMPEREDIHEAT STRENGTHENED WI.00V SG SYKURARAY- CONSISTS OF&I6'TEMPEXTe BUTACITEPVBBYKURARAY-CONSII 114"AIR+ IM' HS+.O60' SG BYKURARAY+ 118'HS TEMP£XT+ 114'AIR F 118'HS ♦.680"BUTACITE PVB BY KURARAY + II SIGNED: 1112812017 7500 AMSTERO.W DRIVE WinDOOr 0RLAN,DC,,FL=132 1NCCIAPORATP.D«winm'iN w.wlndrodn<.mm 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'D x 8'2 PANEL) GLAZING DETAILS 2oWN: %NG Hp. RE' JH 08-00638 C Ac NTS JIMTE 12/10/08 "1"9 OF 21 NOTE: VERTICAL SECTIONS ILLUSTRATED SUBSTRATE. SEE SHEE 4-R EXTERIOR II III INTERIOR SEE DP TABI SHEET 5 SEE OF' TABI SHEET 6 VERTICAL CROSS SECTION A VERTICAL CROSS SECTIONS 2 TRACK FRAME SYSTEM 3TRACK FRAME SYSTEM SCREEN NOTE: THE INS SCREEN IS SHOWN ON THE 2 TRACK UNIT AS APPLICABLE. AT EXTERIOR TRACKS. IT IS OUALIFIED TO BE INSTALLED ON THE 3 TRACK AND 4 TRACK UNIT ALSO. NOTE: SEE SHEETS 16, 17 AND 18 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRRATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. OTHER HEAD MID TRACK SYSTEMS ARE SIMILAR. SEE ;NEE TAI 5 TAI 6 PEVISIOM IIM OE%RIKION 041E POFFME[I G TREVISED PER NEW REQUIREMENTS 11126/17 R.L. 75U0 ANISTEHDANI DRIVE WinDoor OHLANDo, Ff. 32832 INCORPORATED 'jpjpj'un'm uww.windourinc.mm 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 u 8'2 PANEL) VERTICAL CROSS SECTIONS TJH OF f pyy16'G'L �yHM1 �Flvii4 SEE DP TABLE SHEET 5 SEE DP TABLE SHEET 6 SIGNED: INTERIOR NOTE 1 T 11 EXTERIOR 73 @j OR 34 HORIZONTAL CROSS SECTION D PLAIN STILE AT 3 TRACK JAMB SEE NOTE _^ SHEFT 11 WH4.1rom PMSR. PEV DESCRIPTION DATE APPPMD G REV6EO PER. NEW REQUIREMENTS 11/28/17 RL INTERIOR PANEL STOPS HORIZONTAL CROSS SECTION F LOCK STILE AT2 TRACKJAMB SEE NOTE U3 HI SHEET 12 NOTE: 'HORIZONTAL SECTIONS ILLUSTRATED WITHOUT SUBSTRATE. NON -REINFORCED/ REINFORCED UNITS OPERABLE JAMB CONDITION EXTERIOR ID INTERIOR EXTERIOR /ROOti[t YEy®BD nmyl)Mt.1t�JM FSvri4 LWlutlb d4Q o�b-r ra �aa SEE NOTE SHEET 12 & X 56 OR 55�UF C54'" v(34)OR 39 `27) '(3 U HORIZONTAL CROSS SECTION H REINFORCED INTERLOCK STILE AT HOOK STRIP FIXED PANEL NOTES: 1. FIXED PANEL TO JAMB CONDITION: 60 FIXED PA14EL IS SECURED TO JAMB USING (2) <CLIPS, ITEM (172, \ /Z-CLIPS ARE LOCATED 24" FROM TOP OF PANEL DOWN AND 24" FROM BOTTOM OF PANEL UP, EACH Z-CLIP IS ATTACHED TO PANEL 41 A14D JAMB WITH (3) #10 x 3/4" PPH TEk SCREWS, ITEM #73. REFER TO SHEET 11 SECTION D AND FIXED PANEL STOPS, SILL COVER (ITEM (♦22) & HEAD COVER (ITEM fl23).AND SHEET 14 AND SECTION Z. 2. FIXED PANEL TO FIXED PANEL CONDITION, FIXED PANELS ARE SECURED TOGETHER USING I/8 x 3/4" PH TEN SCREW, 11'EM #46. SCREWS ARE INSTALLED ON PANELS INTERIOR AND EXTERIOR AND ARE LOCATED 4" FROM TOP AND BOTTOM AND 34. OR 35 27 33 IN THE CENTER. REFER TO SHEET 11 SECTION D. AND FIXED PANEL STOPS, SILL COVER (ITEM #22) _' HEAD COVER (ITEM #23) SHEET HORIZONTAL CROSS SECTION G 12 SECTION 0, SHEET 13 SECTION U, SHEET 14 SECTION CC AND NON -REINFORCED INTERLOCK STILE ATHOOK STRIP DD. SIGNED: 11/28/2017 WinDOOr oa%nNDO,F1,32uu lVk iL/0 ``XX\ INCORPORATED Ms,�uuin aarv.aindoofiu.rum A'0 j��,�XC BNSF'Qm; 7000 SERIES LM` OR 8'2 NON -REINFORCED 50 PANED 2*' �1oA-6J26 k' SEEESHEETS 16, 17 AND 16 FOR TYPICAL HORIZONTAL CROSS SECTIONS ^yv TAT OF (W, ANCHORAGE TO VARIOUS SUBSTRATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH R Tj HNC owc No. OB_00838 R� �Ki�FSs��O lOtia�\�S SIMILAR. SEE SHEET TRACK SYSTEM. OTHER TRACK SYSTEMS ARE SCALE DATE se E* A/ry//1N11110 7. NTS 12/10/OB 17 OF 21 INTERIOR 35� HORIZONTAL CROSS SECTION J REINFORCED INTERIOR FIXED BUTT STILE TO LOCK EXTERIOR STILE INTERIOR E) INTERIOR I4179OZ1101.1 NOTE: HORIZONTAL, SECTIONS ILLUSTRATED WITHOUT CIIRCTR.T[ INTERIOR SEE NOTE SHEET 12 INTERIOR HORIZONTAL CROSS SECTION L RENFORCED INTERLOCK STILE TO REINFORCED INTERLOCKSRLE REINFORCED UNITS Rnlsarrs nn ocscxiPnory wrE nv.eovcD C I REVISED PER NEW REQUIREMENTS 11 26/1I R.L. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION N REINFORCED MALE BUTT STILE TO REINFORCED LOCKING SUIT STILE SEE NOTE SEE NOTE ? SHEET 12 SHEET 11 EXTERIOR as 33 25 1�22� S SEE NOTE EXTERIOR 32 a9� `4 SILL -HFET 1 z HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION M OR REINFORCED INTERIOR FIXED BUTTSTfLETO PLAIN STILEHEAD REINFORCED EXTERIOR FIXED BUTT STILE70 PLAIN SIGNED: 1112812017 STILE �v� T HORIZONTAL CROSS SECTION K inDoOi ORr A00 AN•DO, FL 2� 632 ��N�NgRIVU 11R .? 04� ,,, LOCK STILE TO REINFORCED EXTERIOR FINED BUTT p wucmX�y INCORPORATED L^.,",.1nia"inVi wh�u4mnnc.rn•� -`��i, •%GENy ••�gjl�i-. �maIlYlR mtY rq Fb•W RCO ••>r (� REINFORCING HAP. NOTE: y�},'ndC•da Z SL 70W SERIES LMI REINFORCED ❑ 0 61 'k', ITEM N32, INTERLOCK REINFORCING BAR. IS SECURED TO Anpke RY„-, �y. & NOHORIZN TALC SS x TI PANEL) - Yry,,ryry• THE INTERLOCK LEFT If26, INTERLOCK RIGHT if27, MALE `•N`�m••-jl`f�� HORIZONTAL CROSS SECTIONS r�10 STAT E; BUTT STILE jI2H, LOCKING BUTT STILE N29 INTERIOR FIXED SA- V.a mow A, • A,� BUTT STILE 11'30 AND EXTERIOR FIXED HUTI S➢LF. k31 WITH nwwn, owc na. nry '4yFs 40 %D?•G�t'� ITEM 149. f/10 x 1" TEK SCREW SPACED 6" FROM TOP TJH 08-00638 G / S1,-..0 •00,�N AND BOTTOM AND ONE IN THE CENTER. 3 INTERIOR SEE NOTE SHEET 12 35 / HORIZONTAL CROSS SECTION P NONTRE/NFORCEO INTERICR FIXED BUTT STILE TO LOCK STILE EXTERIOR INTERIOR l6 SEE NOTE 4y SHEET 12 EXTERIOR HORIZONTAL CROSS SECTION Q L OCK STILE 10 NON -REINFORCED EXTERIOR FIXED BUTTSTILE INTERIOR EXTERIOR HORIZONTAL CROSS SECTION R NON -REINFORCED INTERLOCK STILE TO NON REINFORCED INTERLOCK STILE INTERIOR EX PAN SILL HEAD PLAINSTILE y�i9mDAYH{,+IM1L IOW FY is y,uL�eow Awpio«Nol d2 .OG /�4«Y I i c[f PeYaE REVISIOrvi I RiV �ESCRI%IOH WiE �PPflMCO G REVISED PER NEW REQUIREMENTS 11/28/17 R.L. INTERIOR 62 37 C8) L=9 (3-7 4M144 \ I�I 54 - OR R /. CY 34 \/f OR J (I 35 28 / EXTERIOR Linni7nAITLI rl JH INTERIOR FINED EXTERIOR LJ L&) L"J 12 SILL HORIZONTAL CROSS SECTION U NO&REINFORCED INTERIOR FINED BUTT 3TILETO 23 Hf.AD PLAINSTILE SIGNED; 11/28/2017 inDoor ORLANDO FL7 1132 \�g IR IILG49!/`/i ENSF'4m`� 7RPOY TIRD ,.,:«v.«ins u'1n<i�..iu.cum �.�,•��G 7000 SERIES LMI REINFORCED ❑*' 0y 6 •k. & NON -REINFORCED (5'0 N 8'2 PANEL) HORIZONTAL CROSS SECTIONS ? , TA i OF owc w. REv OB 500638 G //lljsl0ry,1E\j`��� q mre TS 12/10/O6 13 OF 21 E? REV OMBIPIIJN DPR_ p.PR'J eD G REVISED PER NEW REOUIREMENTS 11/28/17 R.L. HORIZONTAL CROSS SECTION X REINFORCED INTERLOCK STILE TO REINFORCED INTERLOCKSTILE J,LWED: 1112812017 inDoor ORLANDO�32832AI� \Q\\S R 7000 SERIES LMI REINFORCED =*• & NON —REINFORCED (5'0 z 8'2 PANEL) HORIZONTAL CROSS SECTIONS gym' TATI NTS 08-00638 s -14 OF 21 EX) EET 5 EET 6 VERTICAL CROSS SECTION AA 3 TRACKFRAMESYSTEM NOTE SEE SHEETS 16. 17 AND 18 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSTRATE MATERIALS. A SPECIFIC SUBSTRATE 15 INDICATED ON EACH HEAD AND TRACK SYSTEM. OTHER HEAD AND TRACK SYSTEMS ARE. SIMILAR. VERTICAL CROSS SECTION BB d TRACKFRAMESYSTEM PMAO.uS RLV �ESCPiPiiON OAIf FPPROVfO G REW,SEDPER NEW PECUIREM1IENT6 tl/28/V RE, NOTE: VERTICAL SECTIONS ILLOSTRATEO WITHOUT SUBSTRATE, R SHEET 5 SHEET 6 �7500 AMSTERDAII DRIVE U.J Door ORLANDO, F1.32V2 )]iYOPA1RD mneiiv�u �" www.wiMxom:.anm 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS JH 08-00638 :u[ NTS' mac 12/10/08 s-7715 OF 21 �RDOUCf Y&VISPy �bml��eiu l4 Mlai/� RWUMw Wie a i. ._ bA SIGNED: 11/28/2017 2 1/2" MIN, EDGE DIST. I MASONRY/ '4 CONCRETE BY OTHERS BACKER ROD ANO SEALWT .I B'I OTHERS 1/4" ITW TAPCON SEE ANCHOR TABLES EXTERIOR SILL MUST BY SET N FULL RED 0 OF APPROVED SEALAN' OR NON —SHRINK GROUT 1 1/4" EMBED. 4 1 15/16" CENTER TO CENTER i 1/4" MIN. EMBED. /4' MAX. SHIM SPACE T IX NON—STRUCTURAL BUCK BY OTHERS, 1X TO BE PROPERLY SECURED (SEE NOTE 2 SHEET 1) INTERIOR FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT 1/4" ITW TAPCON SEE ANCHOR TABLES 1/4" MAX. r SHIM SPACE 2 1MIN. 1 3/8" "'III EDGEE DIST, III"`TTTT— CENTER TO CENTER 2 TRACK FRAME VERTICAL INSTALLATION MASONRY/CONCRETE INSTALLATION, 2TRACK SHOWN 3 TRACKB4TRACKSIMILAR (SEESHEET7) INTERIOR 1 1/4" MIN. �EMBE—D. 2 1/2I MIN. a. v EDGE DIST. s ". �.g11�6WU 1 1G/1 G" ///"/ ENTER TO CENTER ° PMSIONS Re. ocscmrrinry onTE rvrnonn G ] REVISED PER NEW REQUIREMENTS 11/28/17 R.L. 1/4" MAX. SHIM SPACE 1 I FASTENER HEADS r II MAST BE COVERED WITH APPROVED 1 /4' RW TAPCON 1 SEALANT SEE ANCHOR TABLES L BACKER ROD AND SEALAM BY OTHERS MASONRY/CONCRETE EXTERIOR IX IJON—STRUCTURAL BY OTHERS BUCK BY OTHERS, 1X TO BE PROPERLY SECURED (SEE NOTE'2 SHEET 1) 2 TRACK FRAME JAMB INSTALLATION IX BUCK TO MASONRY/CONCRETE INSTALLAPON, 2 TRACKSHOWN3 TRACKS 4 TRACKSIMILAR (SEE SHEET7) NOTE: CONCRETE SUBSTRATE SHOWN. ANCHORAGE IN EXTERIOR & INTERIOR TRACK LOCATIONS IS TYPICAL FOR 3 TRACK AND 4 TRACK SYSTEMS. 7500 AMLSTERDAM DRNR inDoor DRLANDO. .12832 IRPORATEUD °n+ui.nrn ' xww.win�lnrz�n<.inn 7000 SERIES LMI REINFORCED & NON —REINFORCED (S'O x B'2 PANEL) INSTALLATION DETAILS o a no. RE 08-00638 C ranoucrRCYleeo y� j �MlY fps lbrW gVBGL uua �-Z/ •OC C�q SIGNED: 1112812017 N 3/4' MIN. —L�-- _ 3 7/8" CENTER i0 CENTER IF LX BUCK/WOOD FRAME.BY OTHERS, 2X BUCK TO BE PROPERLY SECURE) (SEE NOTEOPE 2 SHEET 1) MASONRY/CONCRETE°BY OTHERS I 1 3/8" MIN. #'10 WOOG --EMBED SCREW SEE ANCHOR TABLES BACKER ROD (' & SEALANT I 1/4" MAX. _ BY OTHERS SHIM SPACE INTERIOR FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT 3/I6" ITW IAPCON SEE ANCHOR TABLES 1/4" ITW TAPCON _ L SILL MUST BE SET IN 1/4" MAX. FULL BED OF APPROVED 1 �� SHIM SPACE SEALANT OR NON -SHRINK GROUT • ° a 1 1/4- MIN. y EMBED. 2 1/2' MIN. 3 5/16' CENTER EDGE DIST. TO CENTER 3 TRACK FRAME VERTICAL INSTALLATION 2X SUCK/WODO FRAME INSTALLATION, 3 TRACKSHOIYN2 TRACK& 4 TRACK S/MIL AR (SEE SHEET 7) REVSIJM REV EESCRI]EION NIT OPRAIII G REVISED PER NEW REQUIREMENTS 11/28/17 R.L. 2X BUCK/WOOD FRAME #10 WOOD SCREW � BY OTHERS. 2X BUCK TO SEE ANCHOR TABLES BE PROPERLY SECURED (SEE NOTE 2 SHEET 1) � 1/4" MAX. 1 I SHIM SPACE FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT e a v 3 TO C INTERIOR CENTER 5I TO CENTER 3/4" MIN. ° EXTERIOR __ 1 3/8" MIN. ` BACKER ROD FMBFD. & SEALANT BY OTHERS 3 TRACK FRAME JAMB INSTALLATION 2XSUCWW000 FR4MEINSTALLA770N, 3TRACK MIOSuCFY6VuiP, SHOWN2 TRACK& 4 TRACKSIMILAR(SEE SHEET 7)�igbyNhEYFloridE �oP17 /2/4.0( NOTE: J� 2X BUCK/WOOD FRAME SUBSTRATE SHOWN. ANCHORAGE iIJ`�� EXTERIOR TRACK LOCATIONS IS TYPICAL FOR 2 TRACK AND 4 TRACK SYSTEMS. SIGNED., 11/28/2017 WinDoor. cRT.ANDT, R[D32832 INCURPCIRATP.D 'F J`5 LEN''f: q.6^H61 +T' 7000 SERIES LMI REINFORCED*• & NON -REINFORCED (5'0 X 8'2 PANEL) — (<1r,laA�'c9+ %9 INSTALLATION DETAILS 4 �p OF ; ip 4 %�K.s FCQRIO4. •U\A; OMWN: OWC tIJ. REY' TJH 08-00638 3/4" M WOOD BACKED 20 GA. MIN. STEEL STUD BY OTHERS (SEE NOTE 2 SHEET 1) BACKER ROC APPROVED SEAL BY OTH CA I CHIVtt un �n,vn FASTENER HEADS MAST _ BE COVERED WITH APPROVED SEALANT 1/4" IOW TAPCES 1 SEF. ANCHOR TABLES SILL MUST BE SET IN ter'=Ccn FULL BED OF APPROVED 1 _._ SEALANT OR NON -SHRINK _ GROUT � a- 4 • e. a 2 1/2" MI • CENTER511/4 TO - EOGE OISi. CENTER 4 TRACK FRAME VERTICAL INSTALLATION WOOD BACKED 20 GA. STEEL STUD INSTALLATION, 4 TRACK SHOWN2 TRACK 8 3 TRACK SIMILAR (SEE SHEET 7) 3/e" MIN. EMBD. 1/4" MAX. SHIM SPACE WOOD BACKED 20 GA. MIN. STEEL STUD BY OTHERS (SEE NOTE 2 SHEEP 1) WOOD SCREW ANCHOR TABLES 5 13/16' CENTER TO CENTER aNloxs a[v o[scairnox wre erpaw[o G I REWSED PER AM REUUIREMENIS 11/28/17 R.L. 1 3/8MIN. EMBED. 1/4' MAX. SHIM SPACE FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT INTERIOR *lk�'- EXTERIOR3/4" MIN#10 WOOD SCREWBACKER ROSEE ANCHOR TABLES APPROVED SEALANT BY OTHERS 4 TRACK FRAME JAMB INSTALLATION 3/16"1TW TAPCON WOOD BACKED 20 GA. STEEL STUD INSTALLATION, 4 TRACK SEE ANCHOR TABLES SHOWN 2 TRACK& 3 TRACKSIMILAR(SEE SHEET 7) 1/4" MAX. NOTE: SHIM SPACE WOOD BACKED 20 CA. STEEL STUD SUBSTRATE SHOWN. T ANCHORAGE IN EXTERIOR TRACK LOCATIONS IS TYPICAL FOR 2 1 TRACK AND 3 TRACK SYSTEMS. 1 1/4" MIN, SIGNED: 1112812017 EMBED. T� TKO AMSTERDAM DRIVE `o%kI11111I1A WmDoor OR ANDO, I+L 32832 5 {L LO 71 1N111101ATAD i:�n,: n'infnM9° www.wiwxtlw:.wm `•��,J���G ENSt.•gi� 7000 SERIES LMI REINFORCED _ Yr• 0„6¢/6�1�ra'c R•'�'k & NON -REINFORCED (S'0 x 8'2 PANEL) �9 E' INSTALLATION DETAILS p _ -$TAT '1/4" MAX 1 1/4" MIN, 1/4" MAX. SHIM SPACE. SHIM SPACE EMBED, INTERIOR 1/4" ITW TAPCON - INTERIOR (SEE ELEVATION SHEET 7 FOR O.C. SPACING) ITEM #651 #8 s 3/8", SPACE 5" FROM TOP & lFM #65, #8 r 3/8". 2 1/2" MIN. BOTTOM AND 18" MAX. SPACED 6" FROM TOP & EDGE DIST„ O.C. THEREAFTER 9070M AND 18" MAY.: O.C. THEREAFTER I L-r�••� -SEE NOTE 2 ---- F SHEET 1 M+- _-�- EXTERIOR POCKET HOOK STRIP MASONRY/CONCRETE INSTALLATION REINFORCED SHOWN, NON -REINFORCED Si RVIII OESCR:"!M Mif wirrFWEP REVISED PER NEW REQUIREMENTS I1/48/1J R1 1 3/8" MIN. 1/4" MAX, SHIM EMBED. —�- INTERIOR 5/3" MIN. #14 WOOD SCREW SPACE - 1 3/8" MIN. EMBED. - 5/8" MiN. EDGE DIST. (SFF ELEVATION SHEET '7 FOR EDGE DIST. _T O.C. SPACING) 2R BUCK/WOOD FRAME #14 WOOD SCREW BY OTHERS, 2X BUCK TO " (SEE ELEVATION BE PROPERLY SECURED SHEET 7 FOR ° O.C. SPACING). ITEM #65, b8 x 3/8" SEE NOTE2 SPACED 6" FROM TOP & B SHEET I BOTTOM AND 18' MAX D.C. THEREAFTER SEE NOTE 2 WOOD BACKED 20 CA, I -�' SHEET 1 MIN. STEEL L�)� sru0 By Onlcas EXTERIOR POCKET HOOK STRIP WOOD BACKED20 GA. STEEL STUD INSTALLATIONREINFORCED SHOWN, NON-RENFORCEO SIMILAR, POCKET HOOKSTRIP 2X BUCKWOOD FRAME INSTALLATION REINFORCED SHOWN, NON -REINFORCED SIMILAR. IRODUCf DBVFiED rswplybfMM1lh FlritA SEE POCKET JAMB (POCKET STRIP) ELEVATION IN SHEET 7 AND POCKET JAMB ANCHOR CHAflT N70 M SHEET 6. m„/ Z/ •Ql I$L_ YW VrobeiCrbd SIGNED: 1112812017 7500 AMSTERDAM DRIVE WinDoor ORLANDO, PL 3281E INCORPORATED µ"'in.w,mn uindaon 7000 SERIES LMI REINFORCED & NON -REINFORCED (WO x 8'2 PANEL) INSTALLATION DETAILS PAWN: OWC N0. flE JN 08-00638 1.25" —i-� 095" 3.58` 075" I �.U95" LAr lD 2 TRACK FRAME JAMB 6063-76 ALUM. 075" 5.52JE 3 TRACK FRAME JAMB 6063 T6 ALUM. 2.5 63 �I .�.075" (sD 3TRACKSILL PAN 2 1/2" RISER 6 W3 ALUM. 7 46" 12 Al TRACK 3.74" 095" 075 u� 1 _ -U �� 01 2 TRACK FRAME HEAD 6063 T6ALUM. 3.47" 075" -- 125�Pi D- Mlli� liml 075" o 2T SILL INSERT 6063-WALUM. FRAME JAMB 6063-MALUM. 7.62" --- 095" 075 �r 2.05"�I�'�I(11�-� I� 11 4 TRACK FRAMEHEAD 6063-TO ALUM. JL 7.35" pp .OB' (� LJL� IInIVnV' 1I- [9�� -4-3.125'. .825"JI �J .68" Lll__Jl __JL T—Ir— 5.52" i s 4 TRACK O 3TRACKSILLPAN SILL INSERT 31/9"RISER � 1.836 � 6063-76ALUM. 606346ALOM. F- 1.836" -- i 16-1.71.05' 1_ i" LL]lu (22 PANEL STOP SILL COVER 23 PANEL STOP HEAD COVER 6063-MALUM. 6063-T6ALUM. 08' .09' �1 2,5" --,,99� 075" 1 .-68—" 11..... _,.�111111 1 I- 2 TRACK SILL PAN O 21/2"RISER 6063.T6 ALUM. .08 , 3.125" 3,58!' ----I ,, _2_T_RACKSILLPAN V 31/8'RISER 6063.TOALUM. MlIS NS acv ocscaln�on Dore nRaarm'c REVISED PER NER' FEUUIREMEM6 11/26717 R.L. 5.68' 095" 2.05"p I A75 f��� U © 3 TRACK FRAME HEAD SOW-T6ALUM - w 4 TRACKSILL PAN 3 1/8"RISER 6063-T6ALUM. —5.A1"................. 075' --{f-- L� .OB" ry-sI �j�S t��� .09" 2.5" T (,- �` -'zr "7-e._1i� �LJL JI��L�—_JLJ1.� L 075" L �I 3 TRACK 075" SILL INSERT �� 60634MALUM. 13 4 TRACK SILL PAN 2 i/2"RISER 6063-TO ALUM. SIGNED: 111281201: WinDoor oncANn�Ju28DwvE a'�0'l, Livconroa,�xr.D p�l�5 moaucreuv� m,,,.",vz W".wlmnoa""xo", ��.,•��GENSF'1s• ��pdh�wih tN EwWi Y.db�CJ. AmequesN - Z .0� '� 'U$' ' ANO,A5 "# nq. 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'0 z e'2 PANEL)y+�§yv(z(1[€/ COMPONENTS P TAT OF .•1v aanwrv. rnvc na. acv' �w,ni' TJH 08-00638 G Nl ll %i SLR,,,, a_ - 3y L 4 07" T .D7" F ;4 TOP & BOTTOM RAIL 6063-T6ALUM. 2.115" I .07" 016 ----- 3.75" --{ 85' .D5" -"-- 4 3.652 .� 09" -� n I. 5 J� �-. �i 2' 07" 3,5 35"� 07 1, INTERLOCK STILE RIGHT 11 27 6063-MALUM. QD LOCKING BUTT STILE 6063-T6ACUM. o.201" TYP. 6x .365" T 3.75' 07" r .09" 28 MALESUTTSTILE 6063-T6ALUM. FEV OESCRWIi0N OPiL PVFHWEII G REVISED PER NEW REQUIREMENTS 11/28/17 R.L. v.09, L07 1.312" 852" r•. ' 4 26 INTERLOCK STILE LEFT 6063-MALUM. L[— 3.516' .075" 7 'I �.- 3.118 25 LO CWPL�AANS TILE —_ STRI6063-TP WALL HOOK STRIPWRLL MOUNT 08" 1.312 ..07.. 4" .07 ---- 1 13' I-- 2.195" -- EXTERIOR FIXED BUTT STICE .82" IIIj'� oG66$T6ALOMT6ALUM. � 2" i S" 72 FIXED PANEL Z-CLIP 6053-TOALUM — INTERLOCK 32 REINFORCING BAR 6005•TS ALUM. _L -- 1.:175' 045 _J r " .5" 055" —f .14" 79' 35 3/4=GLASS STOP 18 FL USHJAMB COVER6063-TB ALUM. 60B3T6 ALUM.I— 65 1- + {..,075, ..6" 1.836"F Loss" 1 � 114"AND 3/i6"GLASS 19 HOOKSTRIPBASE 606346ALUM. 34 STOP 17 RECESSED JAMB COVER 606TT6 ALALUM. 6063-ffi ALUM. .75 .075" 3.1 B6" HOOK STRIP WALL co 20 6063-MALUM 1 r— .24" T 7 - .04'. 1.312" 133 BUTT, -ILE& INTERLOCK COVER 6063-MALUM. 67 —2E^ D< O FRAME HEAD 16 TRACK ROVER 6063-MALUM. 1NCUli I'UItN"LH.1J ii,.. w7inei.nr5"www.uvWa�inc.wm 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL) COMPONENTS JH 08-00838 77 NTS Dore 12 /70/OB s'xccT21 OF 21 SIGNED: 1112812017