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HomeMy WebLinkAboutProduct approval, sliding glass dooriAM I• E MIAMI-DADE COUNTY MOUPRODUCT 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.mlamidade.t�ov/economv WinDour, 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 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: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs sizes, reinforcements, sill riser and glass types in sheets 2 thin 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 and jambs, except one (1) anchor per location pocket (hook -snips jamb) not to exceed 11" O.C. is required per chart 410 (sheet 6). 3. Reinforcement item'#32 shall be A1-6005-T5, as tested. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, 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 ir. 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 # 15-0604.09 and consists of this page I and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No. 17-1219.05 Miwmwa�uhry Expiration Date: June 02, 2020 � Approval Date: February 15, 2015 Page 1 WinDoor, Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED L 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. Be TESTS (Submitted under files # 12-0130.08/4 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(5th 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. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIEICATIONS (Submitted tinder 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 (St'' 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. C�i]IYIX 7 1. This NOA revises &renews NOA # 12-0130.08, expiring en June 02, 2020. 2. Test Proposals # 07-3931, dated 04/31/2008 approved by BCCO. p �° Ish q I. Chanda, P.E. Product Control Examiner NOA No. 17-1219.06 Expiration Date: June 02, 2020 Approval Date: February 15, 2018 E-1 WinDoor, Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 08A0638 Rev G. titled "7000 Series SGD-LMF', sheets I 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 Anchor verification dated ll/27/17 complying w/ FBC 2017 (6�' 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. MATERIAL 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 Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 164117.01 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 (S 1 Edition), dated 11/27/17 prepared, signed and sealed by Luis R. Lomas, P.E. G. OTHER 1. This NOA revises # 15-0604.09, expiring 06/02/20. Ishag7. Chanda, P.E. Product Control Examiner NOA No. 17-1219.06 Expiration Date: June 02, 2020 Approval Date: February 15, 2018 E-Z NOTES: THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) INCLUDING "HIE HVHZ. 2 WOOD FRAMIIVG/2X BUCK, 20 GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED AND ANCHORED TO PROPERTY TRANSFER ALL LOADS TO STRUCTURE_ WOOD FRAMING,/2X BUCK, 20 GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT' USED IN THE DESIGIN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 4. FRAME AND PANEL MATERIAL: ALUMINUM 6063—T6 7 UN[TS MUST BE GLAZED PER ASTM E1300-02 OR 04, (SE DETAILS SHEET 8) 6. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN AREAS U,HERE WIND BORNE DEBRIS PROTECTION IS REQUIRED, 7. APPROVED 0 BE iNSTAU ED ON A 2 TRACK, 3 TRACK OR 4 TRACK FRAME SY'ST Ill WITH OR WITHOUT POCKETS. PANEL CONSTRUCTION: ALL PANELS ARE CONSTRUCTED FROM EXTP.UDED 6063—T6 ALUMINUIvi, VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH RAIL IS SECURED TO STLES WITH (3) #10 x 1 1/4" CO. DRIVE SCREW AT EACH END, B.O,IV I,`EM #47, ALL PANELS HAVE A FIXED GLAZING STOP ON THE INTERIOR AND AN APPLIED GLAZING STOP ON THE EXTERIOP.. FRAME CONISTP,UCI`ION: EACH FRAME CORNER iS NOTCHED AIVD BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH #8 x 1" TYPE F SCREW, B.O.M. I'ITEM #487 (2) AT EACH CORNED ON 2 TRACK FRAME, (3) AT EACH CORNER ON 3 TRACK FRAME, AND (4) AT EACH CORNIER ON 4 TRACK FRAME. SHEET N0, TABLE OF CONTEKfTS DESCP.IPTION 1 IvoTEs 2 — 4 ELEVATIONS b\IVD HORIZONTAL CROSS SECTIONS 5 -- 6 CHARTS 7 (ANCHORING LAYOUT 8 — 9 BILL Of MATERIALS AND GLAZIPJG DETAILS 1 16 CROSS SECTONS 9 INSTALLATION DETAILS 20 — 21 COMPONENTS REASONS REV DESCRIPTION -NEW DATE APPROVED G REVISED PER -11/28/17 RL. ANCHORING MOTES: 1. AI-L FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE TWO INSTALLATION ANCHORS AT EACH INSTALLATION ANCHOR LOCATION IN HEAD, SILL AND JAvIBS. 2. AI_L FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE ONE INSTALLATION ANCHOR AT EACH INSTALLATION ANCHOR LOCATION HIT HOOK STRIP, 3. FCR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED IX NON—STRUCTURAL NAOND RS USE 4\ 1I ISUFFICIENT ACHIEVEO1 1/11 MINIMUM El."BED.EN1 INIOSUBSTRA WiTH 2112'MINIIIUMEDGE DISLODGE AND I /8" MINIMUM SEPARATION, LOCATE ANCHORS AS SHOWN IIT ELEVATIONS AND INSTALLATION [DETAILS. 4- FOR ANCHORING UNTO WOOD FRAMING, 2X BUCK OR 2X W009 BACKED 20 GA. 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 ADD INSTALLATION DETAILS. 5. SHIM AS REQUIRED AT EACH INSTAN.AHON ANCHOR WH`H LOAD BEARING SHIM. SHIM WHERE SPACE OF '1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM TO BE 1/4 6. ALL 1-ASTENEP,S TO BE CORROSION RESISTANT. 7. INSTAL.I-AiiON ANCHORS SHALL BE INSTA'_LED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSl'ALLANON INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SGBSTRA`ES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 CONCRETE — MINJMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C- MASONRY — STRENGTH CONFORMANCE TO ASTIR] C-90, GRADE P. TYPE 1 (OR GREATER). D. MEIAL BACKED FRAMING — 20 GA (.040) MINIIJIUIvI THICKNESS (TO BE USED WITH WOOD FRAMING) � li � C?� 7soo Am1sTaR�� nRIVE ORLANDO, PL 32532 INCORPORATED rr,ol aI7 ax�,eaoo PAY, 10nSLODs unu°.wi�door�iiu.wm 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) NOTES DRAWN, DWG N0. REV IJH 08.00638 G FS DATE 1 2/1 0/08 eET 1 OF 21 51caNE�: i i/28/2bi7 MAX PANEL HEIGHT x 6" TO WEEP WEEP SLAT 1" x .1875" TYP. LOCATED AT ,ALL VERTICAL CENTER LINES Rev oescRiPnoN R `_VISIONS G REVISED PER NEW REQUIREMENTS ----- 354 112" MAX. FRAME TESTED WIDTH 60" NOMINAL 53 3/8 �PANEL VDTH MAX. D L.O _ WIDTH TYP. - II� - _ REIN � � I /� �, �I LOCKET WALLuNDFR�II I I I� I I / I �I SEP FA APPRotiAL.11 I r BE REVIEv�ED Rr II L 11 L AllJ, �2 X P X B �T H P �J � l C bG' A '� III III ;III I / C//-- v_ Joao sEf�lES Lr�l sc® (JPXX?CJCXP - TYPICAL ELEVATION EXTERIOR VIEW 6) PANELS SHOWN. AIUMBFR OF PANELS IN I IMITED CONFIGURATIONS IE APP� ICARI F AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANE AND MAXIMUM FRAME AREA DOES NOT EXCEED TESTED AREA = 24 VERTICAL CONDITIONS AS SHOVVIJ. (NTER/at� Joao sEl�rEs Lr�r NaN-RElN�a�cEi� sGn 2 TRACK LAYOUT NON -REINFORCED DESIGN PRESSURE RATING !MPAGT RATING +45.OPSF LARGE MISSILE IMPACT WITH SILL ITEMS 3, 8 & 13 FOR ADDITIONAL SIZES SEE CHARTS 1, 2 &3 SHEET 5 PANEL AIJD D.L 0, FORMULA PANEL HEIGHT = UNIT HEIGHT - i 9/16" D.LO -1EIGHT - PAPJEL HEIGHT - 7-9375" G.LO, IN,DTH - PANEL WIDTH - 6.625" .'1�1�17�LY F38 1 /4" MAx. D.L.O. HEIGHT TYP. �aoo s�r�lEs Ln�r t�trNrc�wc�u sou 2 TRACK LAYOUT DESIGN PRESSURE RATING IMPACT RATING +6O.aPSF LARGE MISSILE IMPACT WITH SILL ITEMS 3, 8 & 13 FOR ADDITIONAL SIZES SEE CHARTS 4, 5 & 6 SHEET 5 ems. �IAY. �RAMF HEIGHT REINFORCED oArE /20/17 DESIGN PRESSURE RATING (MPAGT RATING +60, aPSF LARGE MISSILE IMPACT WITH SILL ITEMS 41 8 & 94 FOR ADDITIONAL SIZES SEE CHARTS 7,8 & 9 SHEET 6 INCORPCiRA'T"'F17 75U0 AMSTHRI7AM DRNE qIU ADO, PL 32832 Phoi 4�.4N1.8VUU k�.: anmnxw.windoovuc.com 7000 SERIES LMI REINFORCED & NCH —REINFORCED S5'0 x 8'2 PANEL) ATIOIJ. HORIZONTAL CROSS SECTIONS AND N DRAWN, 9WG M0, T.9H 08-00638 caLE NTS oa1E 12/10/08 s"E`�2 OF 21 Qa APPROVED R.L. SIGNED: i i/2�/2ai7 J�xk,flitftF7, TATE OF , 44 OR Mt ONAL o 96 5%16"; EvIAX. I PAIN F-L 0 HEIGHT i I _ 6" TO WEEP WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES 359 13/16" MAX. FRAME TESTED WIDTH REIIJF. 0 60"' NOMINAL PANEL WIDTH REVISIONS RCV DESCRIPitON DATE APPROVED REVISED PER NEW REQUIREMENTS MAX. D.L.0 WIDTH TYP. 88 1/4" MAX D.L.O. K HEIGH' 2J YP. i UX N 98" 13 J� 14 j MAX. FRAME HEIGHT /j s 7000 SEF%(E5 Lt170 SGD (®Q)C3C:CX� TYPICAL ELEVATION EXTERIOR VIEW 6) PANELS SHOWN. NUMBER OF PANELS IN LIMITED CONEIGURATIONS IS APPLICABLE AS LOdG AS NDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL WIDTH & HEIGHT AND MAXIMUM FRAME AREA DOES NOT EXCEED TESTED AREA 244.87FT' AND USE VERTICAL CONIDITIONS AS SHOWN. /UUy scr�ica �.tvu rvvw-rscumrvrib.cu assc� STOPS 3TRACKLFlYOUT NON -REINFORCED DESIGN PRESSURE RATING IMPACT RATING ±45.OPSP LARGE MISSILE IMPACT WITH SILL !TENS 31 9 & 13 FOR ADDITIONAL SIZES SEE CHARTS 7, 2 &3 SHEET 5 i000 SEPISS LMI FdElnIFCiRGSD SG® 3 TRACK LAYOUT REINFORCED DESIGN PRESSURE RATING IMPACT RATING WITH SILL ITEMS 3,8 & 13 FOR ADDITIONAL SIZES SEE CHARTS 41 S & 6 SHEET 5 FikED PANEL s?oPs REINFORCEd DESIGN PRESSURE RATING IMPACT RATING _� 60.0PSF LARGE MISSILE IMPACT FOR WITH SILL ITEMS 4, 9 & 14 ADDITIONAL SIZES SEE CHARTS 7, 8 & 9 SHEET 6 SIGNED: 1112812017 75GU AhiS T'6,RD.4M DRIVE �� Q�� ORLAIvDU FL32832 11vECORPORATP.D Pho" Fx 4)7.491,01%a www mrindoorinc.com 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL) ELEVATION AND HORIZONTAL CROSS SECTIONS DW DRAWN' G N0. REV TJH 08--00638 G cnLe NTS DATE 12/10/08 SHEET OF 21 04 �x TATE OF 4 NAL MAX. PANEL HEIGHT D 6" TO '��� WEEP WEEP SLOT" 1" x .f875 TYF'. i nCATFD AT ALI 353" MAX_ FRAME TESTED WIDTH 60 NOMINAL PANEL WIDTH — /I / 0 // BE 15 DO U I REII\IF. i, L 5 3 4 h X R, X 1 lo 53 3; 8" MAX- D.L.O WIDTH TYR. 08 VAX. X E� �! FRAME HEIGHT Toes ,SERfES LdVlf s�c�ox TYPICAL ELEVATION EXTERIOR VIEW 6) PANELS SHOWN IAIUIVIBER OF PANES IN LIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS NDIVIDUAL_ PANEL SIZE DOES NOT EXCEED MAYIIAUMi PANEL_ WIDTH & HEIGHT AND MAXIMUM FRAME AREA DOES NOT EXCEED TESTED AREA = 240.24FT' AND Hc� Dc cI-T n1NI 700a ,SERFS LlVlt lVOIV-REffVF(?RGEL3 SCaD 4 TRACK LAYOUT NON -REINFORCED DESIGN PRESSURE RATING � IMPACT RATING +45.OPSF LARGE MISSILE IMPACT WITH SILL ITEMS 3, 8 & 13 FOR ADDITIONAL SIZES SEE CHARTS 1, 2 &3 SHEETS PANEL alur�S 4 TRACK LAYOUT RENFORCED DESIGN PRESSURE RATING I� IMPACT RATING ±60.OPSF LARGE MISSILE IMPACT WITH SILL ITEMS 3, 8 & 13 FOR ADDI r10NAL SIZES SEE GWARTS 4, 5 & 6 SHEET S REVISIONS RFV j DESCRIPTION DATE A,P fI'ROVED „ REVSED PER DIEM REQUIREMENTS 1*/28/17 R.L. REINFORCED DESIGN PRESSURE RATING IMPACT RATING ±60.OPSF LARGE MISSILE IMPACT" WITH SILL ITEMS 4, 8 & 14 FOR ADDITIONAL SIZES SEE CHARTS 7, 8 & 9 SHEET 8 75G0 AMS'TP,RDt1.lit DRIVE ORLANDO, FL.32832 P, one'. AU aH .IV}UO t'ix.40 4A1 �i0.5 0.n�M14.W1h(300f1nC.COtT1 7000 SERIES LI�41 REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL} ELIE\lAT90N AND NdRIZONTAL CROSS SECTIGNS UFAWN. DWG N0. REV TJF9 08—Od638 G SCALE N-FS DATE 12/10/Q�y SHECT4 GF 21 ! (y� \�EtvIIPt{I At TATE OF ! (y� \�EtvIIPt{I At TATE OF cmaart }. ara i ri. Units installedinmasonrylconcrete Units installed into wood framing - 1 oil series impact tvirnz 71 M Single Panel Width (in) -, a Al;1 .t t # -t r S = SILL R = HEAD L = INTERLOCK MS = MEET(I'JG ST'LE R ISIONS REV DESCRIPTION DATE APPROVED G REVISED PER IVEW REQUIREMENTS 1 11/28/17 R.L. STY Numb r of a7hor locations required for wood framing and masonrylconcrete installation Two(2)Anchors perlocation Ins x r t. arxanclocations requirex rd framing a a :. . .. 1 © x f NOTE: (2) ANCHOP.S PER LOCATION IS REOUIP,ED, TOTAL NUMBER OF ANCHOf;S MUST E3E TWICE THE d1U� BCi? OF ANCHORS SHOWi.I IN CHARTS, EYCEPT FOR POCKET JANtB ANCHORS. EXAMFLE: ANCHORS FOR A UNIT NVITH 24 VPDE PANELS AND 98" FRAME HEIGHT (SEE CHARTS #3 AND #10 POCKET JAMB). ® HEAD INTIERMEDIATE ANCHOR LOCATIONS TOTAL JPt/B ANCHOR LOCATIONS: 8 ® SILL INTERMEDIATE ANCHOR LOCATIONS: L/MS CLUSTER ANCHOR LOCATIONS: 4 POCKET ANCHOR LOCATIONS: 9 HEAD ANCHORS: 2 TOTAL JAMB ANCHORS: 16 TOTAL SILL ANCHORS: 2 DRawN: TOTAL IL/MS CLUSTER ANCHORS: 8 TJH TOTAL POCKET ANCHORS : 9 �soo �z4zs r>?R��r �Riv� LIRLANI>q FL 32832 Ph h4lli' F,. 4o�aaiinr5 awcc.windoo:inc.enm 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL) CHARTS DWG No, Rea 08-00638 G PITS IonTE 12/10/08 Is"EFTS OF 21 SlCaiV�l�: 1 f/28/2017Ln s TATE OF �'�.� r ¢ 'L C�Rt Ilk DNA 4 Units installedinmasonry1concrete �tUnits installed into wood framing Number of anchor locations required for wood framing and masonry/concrete insta ll atl an (1) Anchor per location REVISIONS REV DESCRIPTION G REVISED PER NEW REQUIRENEN'S DATE APPROVED 11/28/17 R.L. lUM3,4P85IJamb, Cluster e,HSS (Jamb, Cluster ,luster un 7o0G �1MSTERDt1M D72iVE C?RLA�iLIO, b'L 32532 x: S(1'l 91 1505 URi'W.R'1I5C100f1i1C.COIEI PANEL) 7000 SERIES LPAI REfNFORCED & NON —REINFORCED ,5'0 x 8'2 CHARTS DRAWN: DWG NO. REV TJH 08--00638 G scALE NTS DAT` 12 6 DF 21 S/faIVED: f i/26/201 i A Fjt1d�TT. S/faIVED: f i/26/201 i A 4 1/2 6 3" MAX, 60" NOMINAL INTERLOCK/MEETING STILE AN, O.C. TYP. O.C. TYP. PANEL WIDTH SEE 6-ANCHOR M 14 1/2" MAX. 10 1/2" MAX, CLUSTER DETAIL o — TYP HEAD & Sii L MAX. TYP I O.C_ TYP. TYP, 6" MAX. TYP MAX. TYP. ' 1 /2' AX. oic. 98" MAX. - Y \) U 0 U U H zo �o 0 a w w jESw r 0 0 0 m z TIT m o _ o N izG z= o o' u a m cn 0 0 0 lu O' ?n a j> >I` >r s o m m o CLUSTER ANCHORING LAYOUT NON —REINFORCED AND REINFORCE UNITS INSI�`LLATION 4PANEL UNIT SHOWN, APPLiC B?_E TO ALL COHFICURATIONS USING SAI iE ANCHOR CLUSTER AND PATTERN 2 TRACK 3 TRACK 4 TRACK MAX VAX, a 'ru r�l� n u I�G1u1 3 5/1 6" A L 5 1 /4" � � J_ 3/8 MIN. � MAx� �� 1NAX. HEAD & SILL ANCHORAGE LOCATIONS NON —REINFORCED AND REINFORCED AT LEAD AND SILL.. (FOR FURTHER DETAILS SEE SHEETS 167 17 AND 18) 4 TRAch 3 TRACK RACK C B_ 5 13/16" MAX 5/16 MI .II 3 7/8" MAl �— s JOINS ANCHORAGE LOCATIONS TI REINFORCED AND REINFORCED AT JAMBS. (FOR FURTHER DETAILS SEE SHEETS 16, 17 AND 18) 1 1/2" MIIV. 3" MiN. 3 MIN. VERTICAL CONDITION 1 =/2" MIN. 3" MIN. 3° MIN 6—ANCI-ICR CLUSTER TOTAL 12 AI�ICHOR� DETAIL. AT INTERLOCK/MEETING STILE TYP. 2 TRACK, 3 TRACK AND 4 TRACK NON —REINFORCED AND REINFORCED AT HEAD & SILL REVISIONS REV T DESCRIPTION DATE APPROVED G REVISED PER NEW REQUIREMENTS 11/28/17 RL MAX, QC IYR SEE POCKET JAMB HOOP STRP) DETAILS SHEET 19 POCKET WALL � SHOOK I\ISTALI_ATION UNDER SEPARATE ANCHOR SEE APPROVAL. TO BE MOTES 2, 5, 6 REVIEWED BY AHJ. & 7 SHEET 1, TYP, POCKET HOOK STRIP (SEE SHEET 19) d t � 6 MAX. TWO (�) IH ��LATIor �NcroRS PER OCATION (E�SEPT HOOK STRIP) SEE NOTES ;, 3, 45 5 & 6 SHEET 1, TYP. HEAD SILL AND JAMBS 1 3/8" MIIV. sEPARAroN SEE SHEETS 6 THRd 18 FOR I�IAYIUIUM SEPARAT IGIN 1 1/2" MIN. 3" MlN. AHC�'ORAGE LOCATIONS NON PEIHFORCL_D AND REINFORCED AT LOOK S R P FOR FPRTH�7R DETAILS SEE SS EET '9) VERTICAL CONDITION SF_PARATION SEE SHEETS 3" MIN. 16 THEN 18 FOR MAXIMUM - SEPARATION 4—ANCHOR CL_USrER DETAIL (8 YJCHORS TOTAL) AT INTERLOCK/MEETING STILE TYP. 2 TRACK, 3 TRACK AND 4 TRACK NON —REINFORCED AND REINFORCED AT HEAD & WILL SIGNED: 1112812017 750?AMS'PFRDANIDAIVAL NoFT�t[CxiI//A,: I. oor ORLANDO, FL 32832 °�Njo`. INC0RPORATRD PhMlc:a 17,48181110 r"x_um-al.)EHD 7000 SERIES LMI REINFORCED & NON -REINFORCED (530 x 812 PANEL) ^(�gydps.- ANCHORING LAYOUT AND NOTES g3 � IxL�C„ OF DWO I REV OR cAH DATE 08 s00638 G f/f`/6NAk.4 4 NTS 12/10/08 7 OF 21 PARTS LIST N0. PART NUMBER DESCRIPTION MANUEACTURER MATERIAL 1 IFS-0452, 7_ 2 TRACK FR'4 'I hi EAD KEhT1ARK ALUIvIJIVUM 6063-"16 2 FS-04531 19 TRACK FRAME JAMB KIEYMARK 'LUMiNUM 6063-16- FS-04575 x TRACK SILL PAN W/2 1/2'' RISER K_(X"AP,IK ALUMINUM 6063-T6 REV DESCRIPTION R EVISIOIVS G REVISED PER NEW REQUIREMENTS 4 FS DT5L6 2 ',RACK Sk L PAN NITS 1/8"RISER Kf;JARIK ALUM�NU,% 6063 To 43 PJS-723N E , ROLLER SILL' VAN FS 045 9 9 TRACK FRAME SILL PAN INSERT 4EFMARK ALUMINUM 6063-16 44 ir I GRAZING, SITE SHT. 9 FOR DETAILS 6 FS-04511 3 TRACK FRAME HEAD KEYMARIK ALUMINUM 6063-T61 45 { {} .- 1/4 PH TYPE F SCREW STAINESE STEEL _..... _. ---- -- 7 FS-04510 T 13 RACK FRAME AMB KE �dARIK Ai UI-0IIIUN1 x063 To 46 1 { it 7EY- ` . TER SCRELI 4� STILL NUIO 71 �5 I x 1 SO,DRIVE N- S 14, -- Si6AINILES 9 FS-04507 3 -TRACK PAN 11 1,8 RISER I � MARK ALUMINUM 6063 U' S8 #8 SCREW STF F 4 5- S-04L08 TRADESILL PAN INSERT 3 TRACK rRPN,E KFPROUD 6063-T6 ,. ..._ R SURD ALUMINUM 6003-16' .0 . --- 1 1 8 ' S O4523 TRACK 4 TRA E BEAD ALI;MINUM 50 °iC CUT IHREN SCREW it 12 S-04539 4 TRACK LEAVE JAN,B IK ..MARK � ALl,ldil Ulr 0 "OCx to 51 3, `- 6=Y, i CARBON STAINLESS 'I 5 FS-D4527 1 TRACK PI�L PAN VV 2 1 2' RI % /' ' RISER KET4APIC ALLI41nUM 6063 T6 52 FH 02300 '4S SCREEN RF.L ILE'1©P K ALUMINUM 14 FS-04528 4 TRACK SILL PAN JV/3 178" RISER KEYDARK ALI;M NUN' 6063 T6 53 t FH-02300 INS SCREEN TOP RAIL KEYMARK ALUMINUM 063-T5 15 FS-04530 4 TRACK FRAME SILL PAN INSERT IKEYMARIK ALUMINUM 6063 181 54 f OS-VN-07A 3/'16" GLASS STOP VINYL VINYL lb FS-04310 LEAVE READ TRACK COVER IKEYMARIK AU,Id I�UN4 60C3 loi : 55 ' CS-VN-06A 1/4" GLASS STOP VINYL VINYL 17 FS-04501 - RECESSED JAMB TRACK COVER KF MARIK ALUMINUM 6063 -T611 56 OS-VN-05A ,7/4' GLASS STOP VINYL & FIXED VINYL 18 FS-04509 FLUSH JAME3 COVER KFYMARIf VLUMIIdUM 6003 T6� 57 TH-02395 AS SCREEN 5111..E K`L YMAPIK ALUi4!NUM 6063- '1 9 FS-03684 HOOK STRP BASE KEYMARIK ALUMINUM 6063-16 j 58 V13322171<0000 220" FIN WEATHERSTRIP ?0 e FS-04,76 � 400K STRIP 1 AL- COVER LEMA RI< AI Uld'INUM 63C3 TA � 69 W23A6'I71 ROJO 400 FIN WEAL I-IGRSTRIP 21 — FS-0447'/ TOOK STRIP WALL MOUNT REYMARK ALUI1rIVUM 6063-T8 60 W3335171<0000 Y50" FIN WEATHERSTRIP ?? - - FS-04535 PANEL STOP SIU COVER IREYMARK ALI,I,I;N;UM� 6063-I6 61 CLASS SETTING BLOCIK ' 73 FS-04332 PANEL STOP HEAD COVER (_,'NARK ALIMJNUM 6063 163 AS SIKAIAST 552 GLAZING COMPOUND SIIKA CORP. PO (UL RETHANE 4 FS-04631 TOP AND NOT TOM RAIL KE>IVAPK ALUMINUM 6063 T61 63 SILICONE CAULK PECORA SILICONE � 25 FS-04327 PANEL LOCK/PLAIN STILE I EIVIARK ALUMINUM 6063-TC 64 'WEEP COVER/GATE 26 FS-04516 PANEL INTERLOCK STILE LEFT KFY ARIK ALUMINUM 6063-T6 65 #8 x 3/8" PIT TYPE F SCREW STAINLESS STEEL 77 FS-04515 PANEL INTERLOCK STILE RIGHT IKEMIARIK AIUM-NUM 6063-T6 66 #8 x 3/4" PH TEX SCREW STAINLESS STEEL. " 8 FS-04789 VALE BUTT STILE KEV,ARIK AI UM'IJUM 6063-TE 67 FS-02209 III SCREEN SWEEP IKEYMARiK ALUMINUM 6063-T6j 29 FS-04790 LOCKING BUTT Silf E htYMARIK ALUMINUM 6063-16 68 S00200 SCREEN HANDLE & LOOK SULIVAN 30 FS-04505 iNTEPoOR FIXED BUTT STILE P MARIK ALUMINUM 6063-T6 69 G FIBERGLASS SUPER MESH FIBERGLASS 31 FS-04504 EXTERIOR FIXED BUTT STILE IK 'MARIK ALUMINUM 6063-T6 70 SCREEN SPLINE 32 FS-04503 INTERLOCK RdNF. BAR, FULL LENGTH I� 1PkARh; ALUMINUM 6005-T5 71 ALUMINUM 3/8 NOMINAL SPACER IT IF ALUMINUM �3 FS-04� 12 BUTT STILh I CIK COVER / SSEES 6 79 FS-04791 - - FIXED PA F, IP KEYMARIK AWMINUM 6063-T6 34 0 13 FS- 4 9/16 GLASS K YA'ARIC ALUMINUM -6 73 #10 3 PPH TEK SCREW STAINLESS STEEL 'Top 35 FS-04529 3/4" GLASS STOP 4 Y,v1ARK ALUMINUM 5063=R6 36 500"- .. 0 SS PDP. TANDEM ROLLER SS 37 2186MI IN.T TRADITIONAL INTFRNAL HANDLE 38 71861vDM TRADITIONAL EXTERIOR HANDLE 39 7014 SS ELEA BURL POINT 140 TISE LACK SET 40 OW110271BOR7503751 RUBBER PAII I PUMPER 41 V-INT TP 8/6 INTERLOCK BUMPER 4-2 I H8 x ? ?/4" SO. DRi F SCREW ;6-8 STAINLESS IN (;ORYOR`XTEl? 500 AASSTERD 1Wf DRIVE ORL�IT�DCJ, k'1.. 328�2 , . oncaEi s.rm rax,anv ast a,s uw�i .wandoq�'inacotn REINFORCED 7000 SERIES Lh,�I &N0N—REkNFORCED (5'0 x 8'2 PANEL) BILL OF MATERIALS DRAWN: DWG N0. REV 7J0 08-00638 G ScaLE NAS DATE 12/10/08 SHEET8 OF 21 DATE � APPRoveo 11/28/17 �s7.L MIN 3/16" HEAT G ASS B4TE STRENGTHENED / O60' SG INTERIOR (2 BY KURARAY .-_ F 7 / 16 O,A, EXTERlCJR � /5� 3/16" HEAT 3 4y STPENGTHENED 7/16" LAMINATED HEAT STRENGTHENED WL060" SG BY KURARAY = CONSISTS OF 3/16" HS + . 060" SG BY KURARAY + 3/16" HS STRENGTH -HAD MINI0,00 SG GSS LABTE 55 BY KURARAY 3 HEAT l�rTERfoR 6J� — r 3/4" 0 A_ STRENGTHENED 1/d' FUR SFACF. EXTERlC1R � T, EX/T r3551 (5U) 71) C�i) GLAZl9VG TYPE D 3/4" I.G. TEMPERED/HEAT STRENGTHENED W/.060" SG BY KURARAY = CONSISTS OF 3/16" TEMP EXT + 1/4" AIR + 1 /8" HS + .060" SG BY KURARAY+ 1/8"HS 1" MIN. GLASS BITE GLAZING TYPE R 7116" (.465"NOMINAL) LAMINATED HEAT STRENGTHENED W/.090" BUTACITE PVB BY KURARAY = CONSISTS OF 3116" HS + .090" BUTACITE PVB BY KURARAY+3/16"HS REVISIONS REV DESCRIPTION DATE 1 APPROVED G REVISED DER NEW REQUIREMENTS 11/28/17 RL 3/16" :TEAT STRENGTHENED 090' BUTACITE PVB BY KURARAY 7/18" O.A. 3/16" HEAT STRENGTHENED 1 /8" HEAT STRE NED MIN. UTACITE PAID N I _ .09 d A6 RY KURARAY GLASS BITE / ( 1/8" HEAT ltVTERIOR 62 / 3/a" 0 A. STRENGTHENED F 1 /4" AIR SPACE E�'TERlC3R � � 3/1 b" l35 56 (� TEiAPERE0 (EXT) GLAZING TYPE D I.G. TEMPERED/HEAT STRENGTHENED W/.090" BUTACITE PVB BY KURARAY = CONSISTS OF 3/16" TEMP EXT + 1/4"AIR + 1/8" HS + .090" BUTACITE PVB BY KURARAY + 1/8" LIS 7soa �vcsxERn �vr varvE INCORP0RtATP.D ai „r: iai.xaw wi- ao Oat o. www.windooiin0com 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL) GLAZING DETAILS DRAWN: DWG NO, REV TJN 08-00638 G cE NNTS DATE 12/10/08 SHEETS OF 21 ,SfGlVED.� 19/28/20f7 NTE OF cc�� x ONALi AO NOTE: VERTICAL SECTIONS ILLUSTRATED WITHOUT SUBSTRATE. SEE NOTE SHEET 11 SEE DP TAE3LE SHEET 5 SEE DP TABLE SHEET G ldI�TIG�4L GLOSS S�CTlON � -- ._2 TRACK FRAME SYSTEM---- SCREEN NOTE. THE WS SCREEIN IS SHOWN ON THE 2 TRAC14 UNI"f AS APPLICABLE AT EXTERIOR TRACP<S. IT IS QUALIFIED 70 BE NSTALLED ON THE 3 TRACK A4vD 4 TRACK UNIT ALSO. NO1 E: SEE SHEETS 1G, 17 AND 18 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SURSTRAIE IS NDICATED ON EACH HEAD AND TRACK SYSTEM. OTHER HEAD AND TRACK SYSTEMS ARE SIMILAR. 3 TRACK FRAME SYSTEM SEE NOT SHEET 1 TABLE 5 ' TARLE 0 REVISIONS I REV f DESCPIPTIOIV DATE APPROVED G ` REVISED PER NEW REQUIREMENTS 11/28/17 R.L. 7500 �MSTSRDaM DRIVE ORLA.NDO, NL 32832 Ph ie:4 .481 5V 1() r',�snrgal A.o.5 vw� xyjndoorinc.com 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL)VERTICAL CROSS SECTIONS DRAWN: MG N0 . TJH 08-00638 scn.e NTS 1 DATA 1 2/10/08 1 10 OF 21 REV G SEE DP TABLE SHEET SEE DP TABLE SHEET 6 SIGNED: 1 �/28/20ii slLl_ HEAD EE NOTE 1 HEST 11 PLAIN STILE AT 3 TRACK JAMB (66 HORIZONTAL GROSS SEGT/O_N_ E LOCK STILE AT 4 TRACKJAMB SEE NOTE 2 SHEET 11 E.i'TERIOR FIXED PANEL sroPs SEE NOTE 23 HEAD SHEET 12 NOTE HORIZ_ONTAI_ SECTIONS U_USTRATED WITHOUT SUBSTRATE. NON —REINFORCED/ REINFORCED UNITS OPERABLE JAMB CONDITION NOTE HORrzoNTAL cr_"ro55 sEGTroN � LOCK STILE AT 2 TRACKJAMB r_iCaFidZONTAL GROSS SECTION G NON -REINFORCED INTERLOCK S'iILE AT HOOK STRIP SEE SHEETS 16, 17 AND "8 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSTRATc. MATF_RIALS. A SPECIFIC SUBST ATE IS INDICATED ON ! ACH TRACK SYSTEM. OTHER TRACK SYSTEMS ARE SIMI AR. SEE SHEET 7. REVIS10NS REV DESCRIPTION DATE APPROVED G REVISED PER NEW REOHREMENTS 11Z28/17 R.L., 21 �� INTERIOR crm8 bowing Ccoe A4eege8aeCe No D`•e€r• Z&*ftba rile 65L r < costsmogg tiI SEE NOTE SF-iEET 12 HORIZONTAL CROSS SECTION H REINFORCED INTERLOCK STILE AT NOOK STRIP FIXED PANEL INOTES: 1. FIY.ED PANEL TO JAMB CONDITION: FIXED PANEL IS SECURED TO JAMB USING (2) Z—CLIPS, ITEM #72, Z—CLIPS ARE LOCATED 24" FROM TOP OF PANEL DOWN AND 24" FROM BOTTOM OF PANEL UP, EACH Z—CLIP IS ATTACHED TO PANEL AND JAMB WITH (3) #10 x 3/4" PPH LED SCREWS, ITEM #73. REFER TO SHEET 11 SECTION D AND FIXED PANEL STOPS, SILL COVER (ITEM #22) & HEAD COVER (ITEM #23) AND SHEET 14 AND SECTION Z. 2. FIXED PANEL TO FIXED PANEL CONDITION, FIXED PANELS ARE SECURED TOGETHER USING #8 x 3�4" PI -I TEK SCREW, ITEM #46. SCREWS ARE INSTALLED ON PANELS INTERIOR APID EXTERIOR AND ARE LOCATED 4" FROM TOP AND BOTTOM AND N THE CENTER. REFER TO SHEET 11 SECTION D, AND FIXED PANEL STOPS, SILL COVER (ITEM #22) & HEAD COVER (ITEM #23) SHEET 2 SECTION 0, SHEET 13 SECTION U, SHEET 14 SECTION CC AND 00. SIGNED: 1112812017 7500 "rsTE1ID,"I DxTva �tl f�i7�° Oxr..�rno,>Fr szssa TN�OIZPOKAT)✓D en ncNle4au H__: wa aei osr; a�cvavindoorinacom 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS DRAWN, DWG NO, REV TIH 08-00638 G scale NTS � DATE 1 2/i 0/08 I SHEeT i t OF 21 10re TATE OF OR 0't ONACe lf�rH IC t 4IF1! INTEfIOR SEE NOTE SHEET 12 liORIZONTr4L GRCJSS SECTION J REINFORCED INTERIOR FIXED BUTT STILE TO LOCK STILE: NOTE: INTERIOR HORILONT,A . ILLUSTRATED SUBSTRATE, 16177ERIOR SEE NOTE SHEET 12 EXTERIOR {-{ORiZONTAL GROSS SECTION L REINFORCED INTERLOCK STILE TO REINFORCED SECTIONS INTERLOCK STILE WrrLOUT r SEE MOTE SHEET 12 HC7RI�ONTAL GROSS SEGTI_ON I'e LOCK STILE TO REINFORCED EXTERIOPo FIXED BUTT STILE REINFORCING BAR NOTE: ITEM #32, INTERLOCK REINFORCING BAR, IS SECURED TO INE INTERLCCK LEA #26 INTERLOCK RIGHT #27, MALE BUTT STILE #28, LOCKING BUTT STILE #29 INTERIOR FIXED BUTT STILE #30 AND EXTER.OR FIXED BUTT STILE #31 WITH TEM #49 #10 x 1" TER SCREW SPACED 6" FROM TOP AND BOTTOM AND ONE IN THE CENTER. REVISIONS REV DESC RIPTION GATE APPROVED G REVISED PER NEW REQUIREMENTS 11 /28/17 R.3_ EXTERIOR i-IORI�ONT,4L GROSS SEG_T(OIV N REINFORCED MALE BUTT STILE TO REINFORCED LOCKING BUTT STILE SEE NOTE SEE NOTE 2 SHEET 12 SHEET 1'I � FIY.ED PANI EXTERIOR 44 �� 25 sTOPs HORIZONTAL GROSS SECTION O 22 SILL REINFORCED INTERIOR FIXED BUTT STILE' TO PLAIN STILE 23 HEAG SIGNED: 1112812017 75O0 4SeTSTERD.SM DRIVE ORL9'NDO, FL 32ft92 rhoI I I. wn asi.e�ou ux.a»aetosos wwtv.wi ❑doorinc.com Js PANEL) 7000 SERIES Lh41 REINFORCED NON —REINFORCED (5'0 x 8'2 HORIZONTAL CROSS SECTIONS DRAV,'N, DWG IVO, 7,➢H 08-00638 NITS I 12f10/08 1s"FFT12 OF 41 a �Joe �,ENS�' ci r t. 51 TATE OF t ORMNAL s�1 OR SEE NOTG SHEET 12 HORIZONTAL GROSS SEt;TION � 35 NON -REINFORCED INTERIOR FIXED BUTT STILE TO LOCK STILE ,/ FIXED PAN 38 49 SEE NOTE �2 STOPS SHEET 12 92 SILL HORIZONTAL GROSS SECTION Q 3 HEAD LOCK STILE TO NON -REINFORCED EXTERIOR FIXED BUTT STILE HQRr�ONTAL GRa55 sEcrl®N R NON -REINFORCED INTERLOCK STILE TO NON -REINFORCED INTERLOCK STILE ftEV OSCRIPTIO�I REVISIONS GATE APPROVED G REVISED PER NEW REQUIREMENTS 1 11/28/17 IR.I-. EXTERIOR HORIZONTAL CROSS SEGTrON T NON -REINFORCED MALE BUTT STILE TO NON -REINFORCED LOCKING BUTT STILE SEE NOTE 2 STEEL 11 IXED PANEL EXTERr(7R 44 33 22TOPS HORIZONTAL GROSS SECTI_O_N_U 22 SiLL -REI NONNFORCED INTERIOR FIXED BUTT STILE TO 23 HEAD PLAIN STILE SIGNED, 1112812017 90 75G0 ANI'STF.RB 9M DRLVP, ORL 1ND0, PL 32532 PI nu m� anl.eaon P=w aet r505 www.wmdooxiuc.com 7000 SERIES LPvll REINFORCED � NON-REINFORCED(5'0 x 8'2 PANEL) HORIZOf�BTAL CROSS SECTIOfJS DRAWN: DWG NO_ REV' ®8-00638 O cA�E NTS aATE 1 2f 1 b/08 s"E'ET 13 OF 21 51 to 0 At 4w 0 � / 0rVA ` �34 HORPZONTAL_CR_O_ SS SECTIOI�I Z PLAIN STILE AT 4 TRAClf JAMB REVISIONS 4 REV DESCRIPTION 5U G REVISED PER NEW RF0UIREINENTS �O RI SEE NOTE OR SHEET 12 DATE /28/17 APPROVED R.L. FIXED PANEL STOPS SIL2 22 � REINFORCED INTERLOCK STILE TO REINFORCED INTERLOCK STILE /FI;IED PARIF_L j EXTERIOR �601 41 SILL(�22) I EAD CJ HORIZONTAL CROSS SECTION YN- NOREINFORCED INTERLOCK STILE TO NON -REINFORCED INTERLOCK STILE 7500 SnibTERDA,RI DRIVP lil (��� olu,�l�o,Pz,sassa RAI'I E) n,o„o ai aai 8aoo Iix an 49 n. 3 wn;w.windoDdnc.com 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS DRAWN_ DWG ItO. REV 3JH 08-00638 C scA�E NTS °NTE 12/10/08 SHEET 14 OF 21 SIG It I ED: 11 f28/207 7 EET 5 EET o VEFdTPG,4L GR(?SS SEGTIO_PV_R_,4 3 TRACK FRAME SYSTEM NOTE: SEE SFEETS 16 1/ AND 18 FOR T PICAL ANCHORAGE TO VARIOUS SUBSI R/+TE MATERIA�SA °P CIFIC SUBSTRATE IS NDICAFED ON EACH HEAD AND TRACK SYSTEM. OTHER HEAD AND TRAC'n SYSTEMS ARE SIV'LAR. VEFiTlGf�L GFiGSS SEGTtON_t3_8 4 TRACK FRAME SYSTEM REVISIONS REV J 'ESC RIPTION DATE APPROVED G ]_ REVrS€D DER NEW REQUIREMENTS 11 /28/17 R.L NOTE- VERTICAL SECTIONS LLUSTRATED WITHOUT SUBSTRATE, SEE SHEET SEE SHEET 6 1� ®®� 75ao �sT�RD�1DxzvP, ORL 1NDG, F'L 32832 IN'CORPORATFD 06L any eaoo lVx 4n48105n, www.windooxinc.com 7000 SERIES LMI REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS DRNWNOWG NO REV TJH 08-00638 G scree NITS � DATE 12J1 0/08 1 s"EEC 15 OF 21 ` EA/ .. �" 5 Zi m STATE O ORM" IONAL 2 1/2" MIN 1 15/16 EDGE DIST. CENTER TO CENTER _ 1 1/z MIN. a ��f EMBED. MASONRY/ j CONCRETE �° a BY OTHERS 1/4" MAX. SHII l SPACE BACKER ROG AND SEALANT BY OTHERS 1 /4" ITW 1"APCON SEE ANCHOR TABLES SILL MUST BY SET IN FULL BED OF APPROVED SEALANT OR NON —SHRINK GROUT 1 1/4 MIN, a EMBED. q t a e a 4 1X NOKr—STRUCTURAL BUCK BY OTHERS, 1X TO BE PROPERLY SECURED SEE NOTE 2 SHEET 1) w FASTENER HEADS MUST BE COVERED WII"H APPROVED SEALANT ? /4" ITW TAPCON SEE ANCHOR TABLES 1/4" MAX, SHIM SPACE f "` EDGE DIST. CENTER TO CENTER 2 TRACK FRAME VERTICAL INSTALLATION MASONRY/CONCRETE PNSTALLATION, 2TRACK SHOWN 3 TRACK & 4 TRACK SIMILAR (SEE SHEET 7) rNTERroR 1/4, MIN, _.fir EMBED, 2 ? j2�" MIN. boa EDGE DIST. 1 5/16' CENTER TO CENTER p I�a REVISIONS 7APPRIOVED DESCRIPTION DATE G REVISED PER NEW REQUIREMENTS 11/28/17 R.L. ?j4" MAX. SHIM SPACE �O --- FASTEI�IER HEADS -Sr— MUST BE COVERED WITH APPROVED /4" ITW TAPCON SEALANT SEE ANCHOR TABLES BACKER ROD AND SEALANT BY OTHERS MASONRY/CONCRETE EXTERIOR IX NON—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 INSTALLATION, 2 TRACK SHOWN 3 TRACK & 4 TRACK SIMILAR (SEE SHEET 7) NOTE: COivICRETE SUBSTRATE SHOWN. 4NCHORAGE IN EXTERIOR & NTERIDS TRACK LOCATIONS IS TYPICAL FOR 3 TRACK AND 4 TRACK SYSTEMS. s —_. REINFORCED C W • • 2 INSTALLATION DETAILS DWG No' !0 3/4" MIN. 3 7I 11 CENTER TO CENTER 2X BUCK/WOOD FRAME BY OTHERS, 2X BUCK TO a ° 'a a BE PROPERLY SECURED SEE NOTE 2 SHEET 1) MASONRY/CONCRETE BY OTHERS U 1 3/8" MIN. #10 WOOD 4` EMBED SCREW L=4 SEE ANCHOR TABLES BACKER ROD V ��� 1 4 MAX. Y GTHERS ��III �I I III SHIM SPACE FASTENER HEADS BE COVERE[ APPROVED SL 1 /4" ITVV SAP SILL MUST BE SET IN FULL BED OF APPROVED SEALANT OR NON —SHRINK GROUT 3 TR_ACK FRAME VERTICAL !lVSTALLATIOIV 2X BUCK/WOOD FRAME INSTALLATION, 3 TRACK SHOWN 2 TRACK & 4 TRACK SIMILAR (SEE SHEET 7) rrw TAPcoN ANCHOR TABLES SHIM SPACE REVISIONS u REV DESCRIPTION DATE APPROVFD G REVISED PER NEW REQUIREMENTS 11/28/17 R._. #10 WOOD SCREW SEE ANCHOR TABLES — I /1 Tq CENTER (° J TO CENSER a � o 2X BUCK/WOOD FRAME BY OTHERS, 2X BUCK TO BE PROPERLY SECURED SEE NOTE 2 SHEET 1) 1/4" MAX. SHIM SPACE FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT 1 3�/81 MAIN. BACKER. ROD ENDED & SEALANT BY OTHERS 3 TRACK FRAME JAMB INSTALLATION 2X BUCK/WOOD FRAME INSTALLATION, 3 TRACK ODUC:, �, SHOWN 2 TRACK & 4 TRACK SIMILAR (SEE SHEET 7)lsm PR�ramboying wfth lbt wiwwg EvIkKna ewe Aweptamce Nw. I i/zi 9.aC �agdr ae NOTE: 5- 2X BUCIK/WOOD FRAME SUBSTRATE SHOWN. ANCHORAGE IN EY.TERIOR TRACK LOCATIONS IS TYPICAL FOR 2 TRACK AND 4 TRACK SYSTEMS. r NON —REINFORCED 0SERIES... REINFORCED PANEL)INSTALLATION DETAILS 3/4" M WOOD BACKED 20 GA. NIX STEEL STUD BY OTHERS SEE NOTE 2 SHEET 1) BACKER ROC APPROVED SEAL BY OTHI FASTENER HEAD` BE COVF_RE APPROVED S 11 4" FEW TAP SEE ANCHOR TAE SILL. MUST BE SET hN FULL BED OE APPROVED SEALANT OR NON -SHRINK GROUT tX ! tFdtCJh% rry a crsevr-a 4 TI�Acr��1�AME vE�rrcAL INSTALLATION WOOD BACKED 20 GA. STEEL STUD INSTALLATION, 4 TRACK SHOWN 2 TRACK & 3 TRACK SIMILAR (SEE SHEET 7J MIN EIvIBD. MAY.. SHIM SPACE WOOD SCREW ANCHOR TABLES REVISIONS77 REV DESCRIPTION DATE APPROV[D G REVISED PER NEW REQUIREMENTS 11/28/17 R.L. WOOD BACKED 20 GA. MIN. STEEL STUD BY OTHERS SEE NOTE 2 SHEET 1) 5 13/16" CENTER TO CENTER 3/4„ MIN BACKER ROD & APPROVED SEA'ANT BY OTHERS 1 3/8" MiN. F_MBED. SHIM SPACE FASTENER MEADS MUST 8E COVEDER WITH APPROVED SEALAM' #10 WOOD SCREW SEE ANCHOR TABLES 4 TRACK F1�A61ME JAMS (NSTAt LATI(�N fiW TAPCON WOOD BACKED 20 GA. STEEL STUD INSTALLATION, 4 TRACK ANCh-{OR TABLES SHOWN 2 TRACK& 3 TRACK SIMILAR (SEE SHEET 7) 1/4" MAX. NOTE. SHIM SPACE. WOOD BACKED 20 GA. STEEL STUD SGBSTRATE SHOWN. ANCHORAGE IN EXTERIOR TRACK LOCATIONS IS TYPICAL FOR 2 TRACK AND 3 TRACK SYSTEMS. MIN SIGNED: 1112812017 .D. i500AMSTERDAMDRIVEWinD�FS1[Ii,tt ®®r ORLAINDO,PL32832 ,,4''4�` 1°�'i ILVCOR3'ORATE,D m n4r.94S0 ,� �v �„ y(`+�- s$' '�;rS'"".r 1 u.amast .0z www.windootincc;om. 7000 SERIES LMI REINFORCED 51 ' & NON —REINFORCED (5'0 x 8'2 PANEL) , INSTALLATION DETAILS TATE F a DRAWN: Doc No. REV �,, ��C}�.1£3%+ °��`�"` SCALE AL NTS DATE 92f10/08 08 5t7063HEET 8 OF 21 C // OIVA4.q���B- SHIM SPACE INTERIOR /4" ITW TAPCON (SEE FI EVATION SHEF FOR O.C. SPACING) SPACED 6" FROM TOP & BOTTOM AND '18" MAX. O,C. THEREAFTER MAX, SHIM SPACE 1 '1/4" MlIN) . 1 3/8" MIN, EMBED. � EMBED. t SPACE 6" FROM TOP & 2 1/2" MIN. BOTTOM AND 18" MAX. EDGE GIST. O.C. THEREAFTER Y SEE NOT= 2 SHEET 1 �cicKET_t-t(�®K .sTRt� MASONRY/CONCRETE INSTALLATION REINFORCED SHOWN, NON -REINFORCED SIMILAR. REVISIONS REV DESCFPTION LATE APPROVED G REVISED PER NEW REQUIREMENTS 11 /28/17 R.L. 1/4" MAX. SHIM SPACE INTER/OR 5/8" MIN, {)14 WOOD SCREW — FDGE DOU, (SEE ELEVATION SHEET 7 FOR —� O.C. SPACING) 2X BUCK/WOOD FRAME 14 WOOD SCREW BY OTHERS, 2X BUCK TO SEE ELEVATION BE PROPERLY SECURED SHEET 7 FOR U.C. SPACING) HEM #65, �8 x 3/8" � SEE NOTE 2 SPACED 6" FROM TOP & SHEET 1 BOTTOM AND 18' MAX, O.C. THEREAFTER WOOD BACKED 20 GA. MIN. STEEL STU D B'Y OTHERS EXTERIOR WOOD BACKED 20 GA. STEEL STUD fNSTALLATION REINFORCED SHOWN, NON -REINFORCED SIMILAR. 1 3/8" MHV. EMBED. F M'sN. GIST. SEE INOI E 2 SHEET 1 P(JOKET NOOK STRIP 2X DUCK/WOOD FRAME INSTALLATION REINFORCED SHOWN, NON -REINFORCED SIMILAR, IN C30RIDC)RATIa 750G AMSTliltDt1M LYRNE ORLANDO, FL 32832 PI nc "/4P1.h4011 �2a, us. .aai.os�n www.windoounacoin i000 SERIES Lhdl REINFORCED & NON —REINFORCED �570 x 812 PANEL) INSTALLATION DIBTAILS oR�wu: owc No. T3H scnLe NTS °ArE 12/10/( REV 08-00638 G s"EE' i 9 OF 21 1 .25" lj� 1 095" 3.58"� 075" — 095" �r 2 TRACK FRAME JAMB 6063-T6 ALUM. 25" _I 5.52" 5" 5 3 TRACK FRAME JAMB — 6063-T6ALUM. — 3 TRACK SILL PAN 2 1/2" RISER 6063-T6 ALUM. 3 TRACK SILL PAN .R 1 /R'" Rl.=FR — 1.16 L 05'° i PANEL STOP SILL_ COVER 6063-T6 AL UM. 25" 2.os" 5" 5 FRAME JAMB_ 6063-T6 AL UM. 095 205" 3.74" O 2 TRACK FRAME HEAD 6o63-r6 AcuM. i .075" ----�� 825 �'nr� � 15 �r•,rh 05 075" 2T SILL INSERT 6063-T6 ALUM. 7,62 075" 6063-T6 ALUM. a 7.35» 075" L L .075" .05" — 15 4 TRACK SILL fNSERT 6063-T6 ALUM. .05" 71 '° P r 23 PANEL STOP HEAD C _OVER_ 6063-T6 ALUM. 09"125„ .075 1 f 68' ut✓ 2 TRACK SILL PAN 2 1/2" RISER_ 6063-T6 ALUM. 3.125" -�- O75" j �J'J UL 68' —� -- 6a" 2 TRACK SILL PAN 3 1/8" RISER 6o63-r6 ALUM:._ 7.46" O 4 TRACK SILL PAN 2 1/2" RISER 6063-T6 ALUM. REV 510N5 Rev oescRiPnoN onTe aP�Roveo REVISED PER NEW REQUIREMENTS L_7 28/17 R.L. --- ---- 5. G 8 - Y Y .095 0T5�J 2 u O 3 TRACK FRAME HEAD_ s" —- 4 4 TRACK SILL PAN 3 1/8'" RISER 6063-T6 AL UM. T — 5.41» 075" 05" �il L 075" 0 3 TRACK SILL INSERT 6063-T6 ALUM. 750q AMBTERDAM DRIVE ORLANDO, FL 33832 Phon 4- 481.84�[� ru,:, ar, Vsi_osno www.windooxinaco�n 70t70 SERIES LMI REINFORCED & NON —REINFORCED (5'0 x 8'2 PANEL) CCEv1PCNEMTS DRAWN: DWG N0. REV TJH 08-00638 G s to HTS re 12/10/08 s 20 OF 21 09" 07" 07" 2 STOP � BOTTOM RAIL 6063-T6 ALUM. 2115" j i 3.25 .09'°�i .07" r 4" C9 LOGK_ 606363 BUiT STILE -T6 AL UM. 0 28 MALE BUTT STILE 6063-T6 ALUM. T cam' —I I� 3.75 ._ s 312 .07' ::L21 .04" • - 4 3.1815 /25 L00063T6ANu TILE �— �� 064" �' 1 .13' 7 - 3 5' 2,195'° e _i INTERIOR FIXED BUTT STILE 31 EXTERIOR FIXED BUTT STILE 6063-T6 ALUM. 6063-T6 ALUM. .2" 6" 0.201 " TYP. 6X 365" 72 FIXED PANEL Z-C_ L1P 6063-T6 ALUM. INTERLOCK 3� RErNFORG1ni� BAR 6005-T5 ALUM. .365' 1.95" 5` 055" 14 35 314" GLASS STOP 6063-T6 ALUM. 1.175" —� � 5" 07,5 16" 055" 34 1 /4 °' AND 3/16" GLASS STOP 6063-T6 ALUM. 1.852" 1.312" 07" ---- 27 INTERLOCK STILE RIGHT 6063-T6 AL UM. 075" -1 21 _HOOK STRIP WALL MOUNT 6063-T6ALUM. S _ oa5"�I 9„ REV1510N5 REv oEscRi�noN onTE naPRovEo G REVISEII PcR NEW REQUIREMENTS 11/28/17 R.L. Oo„ -� .75 i F �.07 f .312" 0751-�1,852'° �I �_�� —2 4„ 3.186" 26 rNTERLOGK_ST/LELFFT 6063-T6 AL UM. 3.51 6" 831' �P .08" J 18 FLUSH JAMB COVER 6063-T6 ALUM. �.65"�— a�„ T04 1 � HOOK STRIP BASE 6063-T6 ALUM, 17 RECESSED JAMB COVER 6063•T6 AL UM. HOOK STRIP WALL COVER �0 6063-T6ALUM. T 04" 3II12" L 33 BUTT STILE & INTERLOCK COVER 6063-T6 ALUM, 0 O FRAME_HEAD 6 TRACK COVER 6063-T6 AL UM. 7500 AMSTERDAVl' DRIVE ORLfLNDO, PL 32832 n�roF. ai ans.nm)u � tir, �.,48t 0505 44 W W.wlndogY]nC.COln 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL} COMPdf�4ENiS DRA WN DWG N0. FJH 08-00638 scn�t N13 1°nre 12/10/08 121 OF 41 G j