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HomeMy WebLinkAboutproduct approvalIAM I• E MIAMI-DADE COUNTY s 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.mlamidade.t�ov/econmv 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 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 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 and jambs, except one (1) anchor per location pocket (hook -snips jamb) not to exceed ll" 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 in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0604.09 and consists of this page 1 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. 17-1219.06 MIAMI-DAae COUNTY Expiration Date: June 02, 2020 ` Approval Date: February 15,2018 Page 1 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 # 12-0130.08/4 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 CERTIFICATIONS (Submitted under files # 12-0130.084 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 (5t'' 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 1. 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 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. 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 Anchor verification dated 11/27/17 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. 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 (6" 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. lo, I, U'4a a— Ishaq°I. Chanda, P.E. Product Control Examiner NOA No. 17-1219.06 Expiration Date: June 02, 2020 Approval Date: February 15, 2018 E-2 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDIPON (2017) INCLUDING 7'HE HVHZ. 2. WOOD FRAMING/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 RESPONSIBiLIT`( OF THE ARCHITECT OR ENGINEER OF RECORD. 3, 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 EOR WOOD ANCHOR CALCULATIONS, 4, FRAME AND PANEL MATERIAL ALUMINUM 6063-T6 5. UNTTS MUST BE GLAZED PER ASTM E1300-02 OR 04- (SEE DETAILS SHEET 8) 6. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT PFOUIRED 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 6063-16 ALUMINUM VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH (3) #10 x 1 i/4" SQ. DRIVE SCREW AT EACH END, B4O,IM l EM #47. ALL PANELS HAVE A FIXED GLAZING STOP ON THE INTERIOR AND AN APPLIED GLAZING STOP ON THE EXTERIOR. FRAME CONSTRUCI`ION: EACH FRAME CORNER S NOTCHED ANN BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH #8 x 1" TYPE F SCREW, B.O.M. ITEM #48, (2) AT EACH CORNER ON 2 TRACK FRAME, (3) AT EACH CORNER ON 3 TRACK FRAME AND (4) AT EACH CORNER ON 4 TRACK FRAME. SHEET NO TABLE OF CONTENTS I DESCP.IPT]ON 1 0' FA 2 - 4 ELEVATIONS AIND HORIZONTAL CROSS SECTIONS 5 - 6 CHARTS 7 (ANCHORING LAYOUT 1 8 - 9 BILL OF MATERIALS AND GLAZING DETAILS - - --- - - 0 - 5 CROSS SECTIONS 6 - 19 INSTALLATION DETAILS 20 - 21 COMPONENTS ---------------- REMIONS REV DESCRIP O'6 DATE APPROVED G REVISED PER NEW REQUIREMENTS -11/28/17 RL. 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 1X NON—STRUCTURAL WOOD BUCK AT HEAD, SILL AND JANOS USE 1/4' ITS/ TAPCOIN WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE AND 1 3/8" MINIMUM SEPARATION, LOCATE ANCHORS AS SHOWN IIT ELEVATIONS AND INSTALLATION DETAILS. 4- FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X W000 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 INSTANAHON ANCHOR WITH 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. INSTA[A_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 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STF2ENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER)- D. METAL BACKED FRAMING - 20 GA (.040) MINIMUM THICKNESS (TO BE USED WITH WOOD FRAMING) li C?� 7.100 AM9TERD2VNf DRIVE ORLANDO, PL 32832 INCC>RPORATF.D 467481,84410 PAx 40481050.1 uuw.wmdoor:inc.wm 7060 SERIES LMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) NOTES DRAWN: DWG NIO. REV TJH 08-00638 G SCAB€ NLS DATE 12/10/08 SHEET 1 OF 21 SIGNED: 11/28/2017 96 3/16 MAX PAI EL HEIGHT X 6" TO WEEP WEEP SI -OT 1" x .1875" THE. LOCATED AT ,ALL VERTICAL CENTER LINES R`_VISIONS EV RG REVISED PER DESCRIPTION APPROVED REQUIREMENTS 11 /20/17 R ----- 354 112" MAX. FRAME TESTED WIDTH -- 60" NOMINAL 53 I/8 PANEL W4DTH MAX. D 1,.0 WIDTH TYP. / REIN ' 'T AP LNDEP11 - ROCKET, WALT I I �SEP RFTF PROAL11, I TO BE REVIEWED AT II L I AI -11 2oa-�1 7 X P X R X T H A 11 IIr��� b II I I ,�, i I Ili ' I Illi 7000 SERIES LMI SGD (XXKXXXP - TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN. AIUMBFR OF PANELS IN I IMITED CONFIGURATIONS IR APPS ICARI F AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANE AND MAXIMUM FRAI4E AREA DOES NOT EXCEED TESTED AREA = 24 VERTICAL CONDITIONS AS SHOWIN. INTERIOR 7000 SERIES LMI NON -REINFORCED S_GD 2 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 AND D.L.O, FORMULA +60.OPSF PANEL HEIGHT = UNIT HEIGHT -1 9/16' D.L.O HEIGHT = PANEL HEIGHT - 79375" D.L.O, IWDTH = PANEL WIDTH - 6.625" 88 1/4" MAX. D L.O. HEIGHT TY P, 98. MAX. F FRAME HEIGHT nucf RVVII III Carlo t8 �flaasc �o E hex % t CmAw 7000 SERIES LMI HL- -0HCFU S(aU 2 TRACK LAYOUT REINFORCED DESIGN PRESSURE RATING IMPACT RATING +60.OPSF LARGE ±60.OPSF MISSILE IMPACT WITH SILL ITEMS 3, 8 & 13 FOR ADDITIONAL SIZES SEE CHARTS 4, 5 & 6 SHEET 5 REINFORCED DESIGN PRESSURE RATING IMPACT RATING ±60.OPSF LARGE MISSILE IMPACT WITH SILL ITEMS 4, 9 & 14 FOR ADDITIONAL SIZES SEE CHARTS 7,8 & 9 SHEETS WinDoor INC0RP0RA'T'ED 7500 A➢SSTERDAM DRIVE OR ANDO, PL 32832 Pb 411481,84/10 Fl, 4i aRLWM mnx w.windooiinc.com 7000 SERIES LMI REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) ATION, HORIZONTAL CROSS SECTIONS AND N DRAWN, DWG I REV TJH 08-00638 G SCaCE NTS DAT- 12Z10�08 SHEET OF 21 SIGNED: 1112812017 N 'a /' ° NATE fir * � 96 3 ,VIA PAN HER I WEEP SLOT 1" x .1875" 359 13/16" MAX. FRAME TESTED WIDTH- 53 3/8" PANELS IN LIMITED _ 60" NOMINAL �J MAX. D.L.O TYP, LOCATED AT ALL INDIVIDUAL PANEL SIZE DOES NOT PANEL WIDTH WIDTH TYP. I MAXIMUM PANEL WIDTH & HEIGHT AND MAXIMUM FRAME VERTICAL CENTER LINES AREA DOES NOT EXCEED TESTED AREA- 244.87FT' AND USE VERTICAL CONIDITIONS AS SHOWN. _ REE, 15 12 88 114' MAX, D 11HEIGHT L1 K� D.L.O. /16" . L 1 0 0 2 U 0 1 -j 2/ R X w -a x b13 . Q_, X _ TYP. 92 3 3 3 14 j MIA T 1 J� FRA HEIC rcC AA 5 B �� - / %/ 1 L� I 6" TO 7000 SERIES LM1 SGD I'ver r_-ro i remen n, re rvn rrnnr cvrrnrnn vi Gin/ WEEP SLOT 1" x .1875" (6) PANELS SHOWN. NUMBER OF PANELS IN LIMITED CONFIGURATIONS IS APPLICABLE AS LOH'c AS TYP, LOCATED AT ALL INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL WIDTH & HEIGHT AND MAXIMUM FRAME VERTICAL CENTER LINES AREA DOES NOT EXCEED TESTED AREA- 244.87FT' AND USE VERTICAL CONIDITIONS AS SHOWN. /UUU OLZMICO LIvu lVUly-r5CllVr-Ur L CU ., L2W STOPS 3 TRACK LAYOUT NON -REINFORCED DESIGN PRESSURE RATING IMPACT RATING ±46.OPSF LARGE APPROVED MISSILE IMPACT WITH SILT_ ITEMS 3, 8 & 13 FOR ADDITIONAL SIZES SEE CHARTS 1, 2 &3 SHEET 5 REVISIONS REV DESCRIPIlON DATE APPROVED MISSILE IMPACT REVISED PER NEW REQUIREMENTS 1'1/28/17 R.L. AE Hl 7000 SERIES LMI REINFORCED SGD 3 TRACK LAYOUT REINFORCED DESIGN PRESSURE RATING IMPACT RATING 60.OPSF LARGE MISSILE IMPACT WITH SILL ITEMS 3,8 & 13 FOR ADDITIONAL SIZES SEE CHARTS 4,5 & 6 SHEET 5 O-RODLIC r REV1929 ft ps yft wkb ®If fZ . x ge __4� . �Y FRED PANEL STOPS REINFORCED DESIGN PRESSURE RATING IMPACT RATING _I +60.OPSF MIssILARGE IE LE IMPAC r WITH SILL ITEMS 4, 9 & 14 FOR ADDITIONAL SIZES SEE CHARTS 7, 8 & 9 SHEET 6 Wi 7500 ANIS P6,RD.SM DRIVE Q or ORLANDO, FL 32832 ]NCORPORATP.D Ph,' " "tl1xO0 D,m 5), let o O.A www m'lndoo➢inc.com 7000 SERIES LMI REINFORCED kSCAL& NON—REINFORCED (5'0 x 8'2 PANEL) E VATION AND HORIZONTAL CROSS SECTIONS DWG N0. REV 08--00638 G S DATE 12/10/08 seeeT3 OF 21 SIGNED.' 11/28/2017 STATR. OF " ZORV . j ONAL a 96 He 353" MAX_ FRAME TESTED WIDTH _ 60" NOMINAL J L� 53 3/8" PANEL WIDTH I MAX. D.L.O 4 WIDTH TYP. _ ±45.OP'SF r B B / 1 // C 0 // BE 5 88 1/4„ REINF. ail 3/16" LIQ{EIT { Z M 1? A X 14 X �L X jr ij R x� III �� 12 `1T X D.L,O. HEIGHT TYP. _ �9q j FRAN, HEIGI ' BBCCIS I v 7000 SERIES LMI SGD OOXXXX EXTERIOR VIEW 6' 1-0 TYPICAL ELEVATION ,AIEED (Fl PANFfS SHOWN_ NIJOBER OF PANELS IN LIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS WEEP SLOT 1 NDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIlAjM PANEL WIDTH & HEIGF'T AND MAXIMUM FRAME P x .7875" — AREA DOES NOT EXCEED TESTED AREA = 7=1C24FT2 A.N'J ll D , orlrnl rDi,I)IMTNIV v¢ �I-1TWINI TYP. OCATFO AT ALI 7000 SERIES LMI NON—REINFORCED SGD 4 TRACK LAYOUT NON -REINFORCED DESIGN PRESSURE RATING IMPACT RATING ±45.OP'SF LARGE MISSILE IMPACT WITH SILL ITEMS 3,8 & 13 FOR ADDITIONAL SIZES SEE CHARTS 1, 2 &3 SHEET 5 REVISIONS RFV j DESCRIPTION I APPROVED G REUSED PER DIEM REQUIREMENTS 1*/28/17 �rR.L. iT PANEL JIUT's SIUH'E 7000 SERIES LMI REINFORCED SGD 4 TRACK LAYOUT REINFORCED DESIGN PRESSURE RATING IMPACT RATING ±00.OPSF LARGE MISSILE IMPACT WITH SILL ITEMS 3, 8 & 13 FOR ADDITIONAL SIZES SEE CHARTS 4,5 & 6 SHEET 5 REINFORCED wDucrREymp g witil the mI Lt .lei it rtrdebse Cafrww DESIGN PRESSURE RATING IMPACT RATING ±60.OP'SF LARGE MISSILE IMPACT WITH SILL ITEMS 4, 9 & 14 FOR ADDITIONAL SIZES SEE CHARTS 7,8 & 9 SHEET 6 WinDoor INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL, 32832 P. 4F.481N400 N400 Pix 407481050.5 0.n v.windootincxom 7000 SERIES LINII REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) ELEVATION AND HORIZONTAL CROSS SECTIONS kTj WN�. DWG N0. REVH E N -FS DATE 12/10/08 SHECT4 GF 21 SIGNED: 11/28/2097 0Irlr y� G SRX 'Z` °' }' a TATE OF , fr OR ' jfffONA,L'itX Units ins lied in masonry/concrete Frame Single Panel Width (in) Height 24.0 30.0 38.0 42.0 48.0 54.0 60.0 (in) Pos Nag Fos Neg Pea Neg Pos Neg Pos Neg Pos Neg Poe Neg Pos Neg 82.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 53.3 53,3 60A 60.0 58.8 58.8 84.0 60.0 60.0 60,0 60.0 60.0 60.0 60,0 60.0 T16& 00.053.3 59.6 59.6 56.7 56.7 96.0 60.0 60.0 60.0 60,0 60.0 60.0 58.3 58.3 96.0 600 600 49.3 49.3 46,4 46.4 g8.0 60,0 60.0 60.0 60.0 60.0 60.0 56.8 96.8 34.9 600750 47.9 47.9 45.0 45.0 Chart #2 - Design pressure capacity (pso 7000 Series Impact flon-1 einforced SGD - 6'0 x 8'2 panels with 2 112" high sill riser with items 3,8 & 13 Units installed into wood framing Franc Single Fanel Width (in) Height 24.0 30.0 36.0 42.0 4$.0 54.0 60j (in) Pos Nag Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Pos 82.0 60,6 60.0 60,0 60.0 53.3 53,3 39.2 39.2 49,7 49.7 46.5 46.5 38.4 60.0 84.0 60.0 600 60,0 00.053.3 E-.g8 53,3 39.2 39.2 48A 48.0 44.9 44.9 36.4 75,0 96.0 600 600 56.9 56.9492 49.3 492 392 392 40.0 40.0 37.1 37.1 34.9 600750 98.0 60,0 60.0 55,5 65.5.48.0 2 51.7 39.2 39.2 38.9 38.9 36.1 36.1 339 Chart #4 - Design pressure capacity (pstj 7000 Series Impact Reinforced SGD - 5'0 x8'2 panels with 2 1/2"high slit riser with items 3,8 & 13 Units installed in masonry/concrete Frame Single Panel Width (in) Height 24.0 30.0 36.0 42.0 48.0 54.0 60.0 (in) 82.0 Pos 00.0 Neg 75.0 Pos 60.0 Nag 75.9 Pas 60.0 Neg 75,0 Neg 54.tl Pos 49.7 Pos 60,0 Neg 75.0 Pos 60.0 Neg 75.0 75.0 No 84.0 60.0 75.0 60.0 T5.0 60,0 75.0 158,E37 57.6 60.0 75.0 59.6 75.0 49.2 E-.g8 96.0 60.0 75.0 60.0 75.0 60.0 75,0 820 1 55,5 53.1 70.8 49.3 65.7 64.1 51,7 980 600 750 600750 2 600 75.0 4 2 51.7 68.9 47.9 03.8 4 Chart #5 - Design pressure capacity (psO 7000 SeriesReinforced I x8'2 panels with 2 112 " high sill riser with items 3, 8 & 13 installedUnits into wood framing rarre 30.0 Height 24.0 30.0 36.0 42.0 48.0 54.0 80.0 (in) Pos 82.0 60.0 Neg 75.0 Pas 60.0 Neg 68.8 Pos 53.3 Neg 53,3 o 4.0 Neg 54.tl Pos 49.7 Neg 49,7 Pos Neg Pos 47.4 47,4 57.6 Neg 576 84.0 6-00 75.0 60,0 66,8 53.3 53,3 !2,,s2 52.2 A8.0 4$.0 d7.4 47,4 56.7 57.6 98.0 60.0 68.6 56.9 56.9 49.2 49,2 83 65.8531 600 47.4 47.4 46.4 52.467.0 Cluster 820 1 55,5 55.5 48.0 48.0 6.8 64.1 51,7 58,4 47.4 47.4 38.4 38.4 S = SILL IT HEAD L = INTEPLOCK MS = MEETING ST !LE REVISIONS REV DESCRIPTION DATE APPROVED G I REVISED PER INEW REQUIREMENTS 11T28�17 R.L. Chart #3 7000 Series Impact Non -Reinforced SGD - 5'0 x8'2 panels with 2 112" high soli riser with items 3, 8 & 13 Number of anchor locations required for wood framing and masonry/concrete installation Two (2) Anchors permeation Single Panel Wdth (In} Franc 24,0 30.0 36.0 4ZO 42.0 64.0 60.0 Height (In) H&S Jamb IDMS H&S Jamb if /M H&S Jamb IL/MS H&S Jamb IL/MS H&SILIMS HIS Has H&S Jamb IL/MS H&S Janrb It. Cluster Cluster Cluster Cluster Cluster Cluster Cluster ClusterCluster P4&0 Cluster Cluster _72-0-1 7 Cluster 820 1 7 4 1 7 4 1 7 4 1 7 4 2 4 2 7 4 2 7 4 $4A 1 7 4 1 7 4 1 7 4 1 7 4 2 4 2 7 4 2 7 4 06.0 1 8 4 _1_8 8 6 4 1 8 4 1 8 4 2 8 4 2 8 4 2 8 4 98.0 1 8 4 1 8 4 1 8 4 1 8 4 2 8 4 2 8 4 2 8 4 Chart 06 ftvf mw Number of anchorlocationsrequired for wood framing andmasonrylconcrete installation Anchors Single Panel Width (In) Frame 24.0 30.0 36.0 42.0 48,0 54.0 60.0 Height (in) H&S Jamb IDMS Has IL/MS Jamb Has Jamb IL/MS Has IL/MS Jamb H&S IDMS Jamb HIS Has Jamb H&S IL/MS Jamb Cluster Cluster Cluster Cluster Cluster Cluster Cluster _72-0-1 7 4 -1-7 4 -1-7 4 2 7 4 2 7 d 2 7 6 3 7 6 84.0 1 7 4 1 7 4 1 7 4 2 7 4 2 7 4 2 7 6 3 7 6 96.0 1 8 4 -1-8 4 1 8 4 2 8 6 2 8 6 2 8 6 3 8 6 98.0 1 8 4 1 8 4 1 8 4 2 8 6 2 8 6 2 8 6 2 8 6 NOTE: TWO (2) ANCHORS PER LOCATION IS REQUIRED, TOTAL NUMBER OF ANCHORS MUST HE TWICE THE NUIV BEiR OF ANCHORS SHOWN IN CHARTS, EXCEPT FOR POCKET JAMB ANCHORS. EXAMPLE: ANCHORS FOR A UNIT WITH 24' VPDE PANELS AND 98" FRAME HEIGHT (SEE CHARTS #3 AND #10 POCKET JAMB). ® HEAD INTERMEDIATE ANCHOR LOCATIONS JAtvB ANCHOR LOCATIONS: 8 ® SILL INTERMEDIATE ANCHOR LOCATIONS, L/MS CLUSTER ANCHOR LOCATIONS: 4 POCKET ANCHOR LOCATIONS: 9 WinDoor INC0RP0RikT1PD TOTAL HEAD ANCHORS: 2 TOTAL JAMB ANCHORS: 16 TOTAL SILL ANCHORS: 2 LDRATOTAL IVMS CLUSTER ANCHORS: 8 TOTAL POCKET ANCHORS: 9 7500 AMSTERDAM DRIVE ORFANDC, FL 32832 Pho, 40 481,8400 h.i 417AR1, 90 amcc.windoorincxom 7000 SERIES ILMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) CHARTS DWG No, 08-00638 NTS IDATE 12/10/08 ISHEET 5 OF 21 Rev SIGNED: 11/28/2017 ' srA ca «.(Ps r fi, t € - m TATE OF x � 3" MAX, 60" NOMINAL INTERLOCK/MEETING STILE O.C. TYP. PANEL WIDTH SEE 6 -ANCHOR MAX. O.C. TYP. _ 14 1/2" MAX. 10 1/2" MAX, CLUSTER DETAIL MAX. TYP. �{ Itr O.C_ TYP. TYP, TYP, HEAD & SILL _ _,..J 6,� MAX, I / � / � / � TYP. C 6" MAX. 6" MAX TYPAr_. _ 13 1/2" MAX. O.C. 98" MAX. - 6" MAX. TYP. ANCHORING LAYOUT NON—REINFORCED AND REINFORCED UNITS INSIALLAITION 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONrICURATIONS USNG SAME ANCHOR CLUSTER AND PATTERN 2 TRACK3 TRACK 4 TRACK 1 15-� 37/8. _4___�5 13X16 -m 1 N�6 MAXA u r n uG�u 1 1 3/8" 3 5/16" 5 1/4 EdINI. MAX, MAX. HEAD Y NON -REINFORCED Y LEAD AND SILL.. Y W U v < 1 z0 z0 z0 0 < 0EV 0 c� ~ ~ EE m J Z_ z- 0 0 0 0 u w N m N H) w w w 0 m m 0 IL/MS z CLUSTER ANCHORING LAYOUT NON—REINFORCED AND REINFORCED UNITS INSIALLAITION 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONrICURATIONS USNG SAME ANCHOR CLUSTER AND PATTERN 2 TRACK3 TRACK 4 TRACK 1 15-� 37/8. _4___�5 13X16 -m 1 N�6 MAXA u r n uG�u 1 1 3/8" 3 5/16" 5 1/4 EdINI. MAX, MAX. HEAD & SILL ANCHORAGE LOCATIONS NON -REINFORCED AND REINFORCED AT LEAD AND SILL.. (FOR FURTHER DETAILS SEE SHEETS 16, 17 AND 18) 4 TRACK 3 TRACK TRACK 5 13/16" MAX 5/1v6 PAIS 3 7/8" I\/A E E I� - JAIME ANCHORAGE LOCATIONS NON -REINFORCED AND REINFORCED AT JAMBS. ON FURTHER DETAILS SEE SHEETS 16, 17 AND 18) 1 1/2" AIN. 3" 1 3" MIN. —11 11' MAX, O.C.(YE, SEE POCKET JAMB (HOOK STRP) DETAILS SHEET 9 POCKET WALL SHOOK INSALI_ATION UNDER SEPARATE ANCHOR SEE APPROVAL TO BE MOTES 2, 5, 6 REVIEWED BY AIJ. & 7 SHEET 1, TYP, POCKET HOOK STRIP (SEE SHEET '19) 6 1MAX. TWO (2) INSTALLATION ANCHORS PER LOCATION (EXCEPT HOCK STRIP) SEE NOTES 1, 3, 4, 5 & 6 SHEET 1, TYP. HEAD SILL AND JAMBS 1 3/8" MIN, SEPARATION SEE SHEETS 16 THPU 18 FOR MAXIMUM SEPARA T I O IN 6—ANCHOR CLUSTER TOTAL 12 ANCHORS) DETAIL.. AT INTERLOCK /MEETING STILE TYP. 2 TRACK, 3 TRACK AND 4 TRACK NON -REINFORCED AND REINFORCED AT HEAD & SILL 1 1/2" MIN. 3" MIN. ANCHORAGE LOCATIONS NON REINFORCED AND REINFORCED AT HOOK STR;P ,FOR FURTHER DETAILS SEE SHEET '=9) VERTICAL CONDITION 1 1/2" MIN, 1 3/8" MIN. SEPARATION SEL SHEETS 3" MIN.1 16 THRU 18 FOR MAXIMUM - SEPARATION 4—ANCHOR CL_USFER DETAIL (8 ANCHORS TOTAL) AT INTERLOCK/MEE:IING STILE TYP. 2 TRACK, 3 TRACK AND 4 TRACK NON -REINFORCED AND REINFORCED AT HEAD & SILL SIGNED: 1112812017 � % 750?AMS'PFRDANIDRIVE tit' No°�F�1[CxiIIIA,%r i. Dor ORLANDO, FL 32832 °�N+"j`".0`�'r�, INCCIRPORATRD Ph ­, P17,481,819110 e., am "at,n5n5 uM1vw.wiadooiinc.coin ` ort"A` 7000 SERIES LMI REINFORCE© °4�1 & NON–RE[NFORCED {5'0 x 8'2 PANEL} ^(�s- ANCHORING LAYOUT AND NOTES -"13. NTE TE OF 4u:. qtr DRAWN owc No. REV * �C3Ri�`� cAH DATE 08-0 0638 G `/p +/o ' 4M NAS 12/10/08 7 OF 21 REVISIONS T REV DESCRIPTION DATE APPROVED G REVISED PER NEW R1=QUIREMEINTS 11/28/17 RL 11' MAX, O.C.(YE, SEE POCKET JAMB (HOOK STRP) DETAILS SHEET 9 POCKET WALL SHOOK INSALI_ATION UNDER SEPARATE ANCHOR SEE APPROVAL TO BE MOTES 2, 5, 6 REVIEWED BY AIJ. & 7 SHEET 1, TYP, POCKET HOOK STRIP (SEE SHEET '19) 6 1MAX. TWO (2) INSTALLATION ANCHORS PER LOCATION (EXCEPT HOCK STRIP) SEE NOTES 1, 3, 4, 5 & 6 SHEET 1, TYP. HEAD SILL AND JAMBS 1 3/8" MIN, SEPARATION SEE SHEETS 16 THPU 18 FOR MAXIMUM SEPARA T I O IN 6—ANCHOR CLUSTER TOTAL 12 ANCHORS) DETAIL.. AT INTERLOCK /MEETING STILE TYP. 2 TRACK, 3 TRACK AND 4 TRACK NON -REINFORCED AND REINFORCED AT HEAD & SILL 1 1/2" MIN. 3" MIN. ANCHORAGE LOCATIONS NON REINFORCED AND REINFORCED AT HOOK STR;P ,FOR FURTHER DETAILS SEE SHEET '=9) VERTICAL CONDITION 1 1/2" MIN, 1 3/8" MIN. SEPARATION SEL SHEETS 3" MIN.1 16 THRU 18 FOR MAXIMUM - SEPARATION 4—ANCHOR CL_USFER DETAIL (8 ANCHORS TOTAL) AT INTERLOCK/MEE:IING STILE TYP. 2 TRACK, 3 TRACK AND 4 TRACK NON -REINFORCED AND REINFORCED AT HEAD & SILL SIGNED: 1112812017 � % 750?AMS'PFRDANIDRIVE tit' No°�F�1[CxiIIIA,%r i. Dor ORLANDO, FL 32832 °�N+"j`".0`�'r�, INCCIRPORATRD Ph ­, P17,481,819110 e., am "at,n5n5 uM1vw.wiadooiinc.coin ` ort"A` 7000 SERIES LMI REINFORCE© °4�1 & NON–RE[NFORCED {5'0 x 8'2 PANEL} ^(�s- ANCHORING LAYOUT AND NOTES -"13. NTE TE OF 4u:. qtr DRAWN owc No. REV * �C3Ri�`� cAH DATE 08-0 0638 G `/p +/o ' 4M NAS 12/10/08 7 OF 21 NO.� PART NUMBER 1 FS -04592 2SFS -04531 FS-04575 PARTS LIST DESCRIPTION MANUFACTURER 2 TRACK FRAME HEAD KEYiMIARK 2 TRACK FRAME JAMB KIEYMARK L TRACK SLIT PAN W/2 1 /2" RISER K (CLARK V,XTERIAL ALUMIVUTA4 6063--1,6 ALUMINUM 6063-16 ALUMINUM 6063-T6 4 6 REVISIONS D DESCRIPTtON DATE APPROVED G REVISED PER NEW REQUIREMENTS 11/28/17 n.L. 4 6 7 FS FS-U45�6 _ FS -04511 9 .DACI< TRADE PATI/N RISER ! _ T SER? ! 3 TRAGIC FRAME HEAD KYiviARl( WEl'MARK KE19dAR1K 4LUPd1NUf�% 6063 To V3 PJS-7623--09-SN ALUMINUM 6063 T 44 ALUMINUM 6063-T6 45 ! S RL N ROLLEP GLAZI'Vl' SEE SHT. 9 FOR DETAILS { {}° .- /4 PH TYPE F SCREW SLL'-J`✓AIV STAINESS STEEL - I 7 8 FS -04510 F5-04306 �3 TRACK FRAME JAMB c TRAC. SILL PAIN 11/2 1/2 RISER KETLvARK K-EyRARK ALUMINUM 6063 1A 46 i �It ALUMAIJf1 6J6� Tu, 47 8 a 3/4" PH TER SCREW SV. r RIVE SCREW #'1�/4C SCREW ; DUAL POINET LdCRRIISE LACK SET 410 STPiN'ESS 'S '18 0 51AINLES 40 OW1102'BOR750375I CK 9L N VII/ KEYMARK ALUMINUM 6063-T' 8 #8 1" IT BUMPER S STFR_ 0 11 — TS -04508 FS -04623 3 TUCK tF,ADAEASILL PAN 118F�ISERITEf\ 4 TRACK' FRAME HEAD K!�'MARK KEYMARIK - -HIT MINUIk Fi063-T6 49 1__..1T ALCMIPtUFA 6063-T6 SO --...-._.. a 1'PPH TEKFSCRPI"",� A10 CUT iHREAG WOOD SCREW -- I, ALAMIIVEUM 6063-161 .2 5--04532 4 TRACK FRAvE SAV, �VIARK ALUIMN UHi 6063 16 51 - 9/16 ITW LAPCON RW I DEX � CARBON STAINLESS 13 14 - FS 3452/ FS -04528 IB N TRACK SI -L PAN VV/2 1 RISER /- 4 TRACK 51IL PAN W/3 118" RISER K SPARER KE`EAR1K ALLMINNUM 6063-169 52 FH -72300 L ALL-I4NUM e063 -T6 53 fFH-02300 ; 4S SCREEN BOTTOM RAH_I 'WS SCREEN TOP RAIL K KEYMARK _ ALUMINUM 6063 -Tb ALUMINUM 063-T6 15 -----...- FS -04530 -- 4 TRACK FRAME SILL PAN INSERT ----..-4444. (KEYMARIK ALUMINUM 6063-16 54 f GS -VN -07A 3/'16" GLASS STOP VINYL VINYL 16 - F�-04396 RAIXiE HEAD TRACK COVER KEYMARIK VUM 6063 16, 55 GS -\/X -06A ALUMNI_ 1/4" GLASS STOP VINYL VINYL - 17 FS -04501 RECESSED JAMB TRACK COVER I.E_MARIK ALUMINUM 6063-16 56 GS -VN -05A 3/4' GLASS STOP VINYL & FIXES - VINYL - _.-_II 18 FS -04509 FLUSH JAMES COVER KFYMARIf ALUMINUM 6)6%-T6� 57 rH-02396 AS SCREEN 5111..E E K`YI�MPI< ALU M,N UM606.5-76,_. , 19 FS -03684 HOOK STRIP BASE KEYMARIK ALUMINUM 6063-16 j 58 W3322171<0000 ,220' FINN WEATHERSTRIP 30 FS -0447 6 .._---. HOOK STRIP WALL COVER LEMARIK AIUMIINUM 6563-TS� 59 N12340'171<0000 ,400' FIN WEATHERSTRIP ' 71 FS -0447'% HOOK STRIP WALL MOUNT KE`FMARIK ALUMHVUM G063 -T6 60 W3335171<0000 ,350" NN WEATHERSTRIP 2,2 FS -04535 PANEL STOP SIL COVER KEYP4ARIK ALUMINUM 6063-16 61 GLASS SETTING FLOCK 23 FS -04332 PANEL STOP HEAD COVER 13YMARIK KLJM�NIIM 6063 16 62 SIIKAf'AST 552 GLAZING COMPOUND SIIBA CORP. PeIYURETHANE ?4 FS -04631 TOP AND BOTTOM RAIL IK:M%ARK ALUMINUM 6063-T61 63 SILICONE CAULK PECORA SILICONE --- 25 FS -04327 PANEL LOCK/PLAIN STILE IKE'MARJK ALUMINUM 6063 Thi 5A WEEP COVER/GATE --- -— 26 FS -04516 PANEL INTERLOCK STILE LEFT KFYVARK ALUMINUM 6063-T6 65 #8 x 3/8" PFI TYPE F SCREW S?AINLESS STEEL ?8 PANEL CK STILE RIGHT 66 SCHEN! ---- STAND FT -0471. - -89 VALE 3UTTRSfILE I\t vfABR AIUIdIJUPd 6(60-T6 1 FS -0209 WS QCREEII SWEEP KEYMARIK ALUMINUM 606E`_T6 I 29 FS -04790 LOCKING BUTT STILE hEY.IARK ALUMINUM 6063-16 68 SG0200 SCREEN HANDLE & LOCK SULIVAN 30 FS -04505 iNTEWOR FIXED BUTT STILE KEYMARIN ALUMINUM 6063-T6 59 G FIBERGLASS SCEEN MESH FIBERGLASS 31 FS -04504 EXTERIOR FIXED BUTT STILE IKFYVARIK ALUMINUM 6063-T6 70 SCREEN SPLINE 52 33 34 FS -04.,(,3 - FS -04312 FS -0453E INTEPtOC, RENF. BAR, FULL LENGTH , e -/ __. _. �' BUTT TILT IIIIERLOCG COVER 9/16' GLASS STOP 1 ARK �___..._ R vARK I<_Yl`ARK ALUMINUM 3006 5 ALUMINUM 6063-16 ,. - - ALUMINUM 6065-16 71 79 FS -04791 73 I - ALLH NIUM T FIXED LANF,...7 CLIFIIidAL SPACER _�./ #10 ,, 3/4' PPH TE1K SCRAP _ TKCYMARI< I ALUMINUM ALU�IIIVUIvI 6663-i6 STAINLESS STEEL 35 FS -04529 3/4" GLASS STOP 4«YMARK 36 :}7 5000 SS POP. 2986MI IW TANDEM ROLLER SS TRADTIOIKAL INTERNAL HANDLE 38 21861v! -DM I TRADITIONAL EXTERIOR HANDLE 39 2014 SS ELEA ; DUAL POINET LdCRRIISE LACK SET 40 OW1102'BOR750375I RUBBER PAIN`I IUMAER — 41 V -INT TP 8/6INTERLOCK BUMPER 42 1✓8 x : ?/4" SO. DRIVE SCREW ALUMINUM 6063-T6 "`€8-8 SAINLESS - WinDoor IN (;ORPUR.'v'3'JAD 7500 AASSTERD 1NI DRIVE 0RL.ITND0, F1., 32832 N,., m 481 8406 Laa, 467 441 65( 5 WWW.windO9JILL]C.com 7000 SERIES LMI REINFORCED 8 NON -REINFORCED (5'0 x 8'2 PANEL) BILL OF MATERIALS DRAWN: DWG N0. � V TJH 0800638 G SCALE NTS DATE 12/10/08 EeTg OF 21 P RG DUC'.CREV �s ctazmp#y#�� wall, 4l,% Fix {k§6Y6DifEg c"j, Aa cgjtam,c I'q,p Espga84'an aa4e 7 g SIGNED: 11/28/2017 L10 ffi TAT _ °' MIN 3/16°° HEAT GLASS BETE STRENGTHENED / 060' SG INTERIOR 62 � � BY KUPARAY 7 16°' OA. EXTERIORt57 3/16" HEAT 3F STPENGTHENED GLAZING TYPE A 7/16" LAMINATED HEAT STRENGTHENED W1.060"SG BY KURARAY = CONSISTS OF 3/16" HS + . 060'° SG BY KURARAY + 3/16" HS CA 3i 16,. EXTERIOR\� TEMPERED r35Z1 (5C) 71) (EXT) _GLAZING TYPE G 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+ 118" HS V' MIN - GLASS BITE z GLAZING TYPE B 716" (.410NOMINAL) LAMINATED HEAT STRENGTHENED W/.090" BUTACITE PVB BY KURARAY = CONSISTS OF 3116" HS +.090" BUTACITE PVB BY KURARAY+3/16"HS REVISIONS REV DESCRIPTIONGATE 1 APPROVER G REVISED ?ER NEW REQUIREMENTS 11/28/17RL ____J — 3/16" HEAT STRENGTHE!NkED ,090" BUTACITE PVR BY KUPARAY F 7/16" 0 3/16" HEAT STRENGTHENED 1/8" HE' I FSTRENGTHENED MIN. 1 ' 09" BUTACITE PVB GLASS 31sE 5J BY KURARAY / (/8" HEAT INTERIOR 62 / 1A,„ 0 A STRENGTHENED F t /4'° AIR SPACE EXTERIOR / � \ 3/16" 35 56 (3 TERPERED (EXT) GLAZING TYPE D 3/4"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" HS RODUC f Uvffiga = �pstgn®g with the - I CO&s b4 �rmisect � 7500 MSTERD `LNf DRIVE n- �oor C)RLANDC), FL 32532 INC0RP0RtATJTD Ph"„r: 4071181,8011 Na 40191,N05 ww .windoo1]ncxom 7000 SERIES LMI REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) GLAZING DETAILS DRAWN: DWG NO, REV TJN 08-00638 G cE IN DATE 12/10/08 s"EET9 OF 21 ,SIGNED.' 11/28/2017 1/8" HEAT STRENGTHENED MIN. GLASS BITE INTERIOR J- � —� ti 55 � r 3/4^ G A_ a CDo SG BY K UPARAY 3 HEAT STRENGTHENED 1/1" AIP-. PACE SPACE CA 3i 16,. EXTERIOR\� TEMPERED r35Z1 (5C) 71) (EXT) _GLAZING TYPE G 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+ 118" HS V' MIN - GLASS BITE z GLAZING TYPE B 716" (.410NOMINAL) LAMINATED HEAT STRENGTHENED W/.090" BUTACITE PVB BY KURARAY = CONSISTS OF 3116" HS +.090" BUTACITE PVB BY KURARAY+3/16"HS REVISIONS REV DESCRIPTIONGATE 1 APPROVER G REVISED ?ER NEW REQUIREMENTS 11/28/17RL ____J — 3/16" HEAT STRENGTHE!NkED ,090" BUTACITE PVR BY KUPARAY F 7/16" 0 3/16" HEAT STRENGTHENED 1/8" HE' I FSTRENGTHENED MIN. 1 ' 09" BUTACITE PVB GLASS 31sE 5J BY KURARAY / (/8" HEAT INTERIOR 62 / 1A,„ 0 A STRENGTHENED F t /4'° AIR SPACE EXTERIOR / � \ 3/16" 35 56 (3 TERPERED (EXT) GLAZING TYPE D 3/4"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" HS RODUC f Uvffiga = �pstgn®g with the - I CO&s b4 �rmisect � 7500 MSTERD `LNf DRIVE n- �oor C)RLANDC), FL 32532 INC0RP0RtATJTD Ph"„r: 4071181,8011 Na 40191,N05 ww .windoo1]ncxom 7000 SERIES LMI REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) GLAZING DETAILS DRAWN: DWG NO, REV TJN 08-00638 G cE IN DATE 12/10/08 s"EET9 OF 21 ,SIGNED.' 11/28/2017 NOTE: VERTICAL SECTIONS ILLUSTRATED WITHOUT SUBSTRATE. VERTICAL GLOSS SECTION A 2 TRACK FRAME SYSTEM ---- SEE NOTE SHEET 11 TABLE 5 TABLE 6 SCREEN NOTE. THE WS SCREEN IS SHOWN ON THE 2 TRACK UNIT AS APPLICABLE AT EXTERIOR TRACKS. IT IS QUALIFIED TO BE INSTALLED ON THE 3 TRACK AND 4 TRACK UNIT ALSO. NOTE: SEE SHEETS 16, 17 AND 18 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. OTHER HEAD AND TRACK SYSTEMS ARE SIMILAR. 3 TRACK FRAME SYSTEM SEE NOT SHEET 1 TABLE 5 ' TABLE 0 REVISIONS I REV f DESCRIPTION DATE APPROVED G ` REVISED PER NEW REQUIREMENTS 11/28/17 R.1. WinDoor INC0RP ORATED 7500 AMSTERDAM DRIVE ORLANDO, NL 32832 Ph.',D 7.481.8400 M,, 4114A1,0505 vfl�.NjndODTlnc.com 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) VERTICAL CROSS SECTIONS DRAWN: MG N0. NEV TJH 08-00638 G SCALENTS DATE 12/10/08 SHEET, OF 21 SEE DP TABLE SHEET 5 SEE DP TABLE SHEET 6 SIGNED: 1112812017 10 TATE OF i5 OR SILT_ HEAD EE NOTE 1 HEEL 11 OR HORIZONTAL CROSS SECTION O PLAIN STILE AT 3 TRACK JAMB (66 HORIZONTAL CROSS SECTION_ E LOCK STILE AT 4 TRACKJAMB SEE NOTE 2 SHEET 11 FIXED PANEL STOPS %SILL SEE NOTE 23 HEAD SHEET 12 NOTE HORIZONTAL_ SECTIONS ILLUSTRATED WITHOUT SUBSTRATE. NON—REINFORCED/ REINFORCED UNITS OPERABLE JAMB CONDITION EXTERIC HORIZONTAL CROSS SECTION F LOCK STILE AT 2 TRACKJAMB s5 OR 7 HORIZONTAL CROSS SECTION G NONREINFORCED INTERLOCK STILE AT HOOK STRIP NOTE: SEE SHEETS 16, 17 AND 18 FORYPICAL ANCHORAGE TO VARIOUS SUBSTRAT= MATERIALS, A SPECIFIC SUBSTRATE IS INDICATED ON EACH TRACK SYSTEM. OTHER TRACK SYSTEMS ARE SIMILAR. SEE SHEET 7. REV BONS REV DESCRIPTION DATE APPROVED G REVISED PER NEW REQUIREMENTS 11/28/17 R.L., 21 —.--INTERIOR \ crugv Aneplance No CS) f. 19 I SEE NOTE SKEET 12 56 OR S OR 54 34 OR�` 7 32) HORIZONTAL CROSS SECTION H REINFORCED INTERLOCK STILE AT NOOK STRIP FIXED PANEL_ NO 7S: 1. FIXED 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 17—CLIP IS ATTACHED TO PANEL AND JAMB WITH (3) #10 x 3/4" PPH TED 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" PII TER SCREW, ITEM #46. SCREWS ARE INSTALLED ON PANELS INTERIOR AND EXTERIOR AND ARE LOCATED 4" FROM TOP AND BOTTOM AND IN THE CENTER. REFER TO SHEET 11 SECTION D, AND FIXED PANEL STOPS, SILL COVER (ITEM #22) & HEAD COVER (ITEM #23) SHEET 12 SECTION 0, SHEET 13 SECTION U, SHEET 14 SECTION CC AND 00, SIGNED: 11/28/2017 7500 A NTSTERDAM DRIVE WinDoor ORLANDO, PL 32832 TN�OIZPOKATI;D en�„ranaHi.eaau H__: wa aei otir; a�cvavindoorinacom 7000 SERIES LMI REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS DRAWNk DWG N0, REV TJH 0800638 G SCALE NTS 4 DATE 12/10/08 1 SHEET 1 1 OF 21 s0 "' TATE GLF� A{C �flliil110% V INTERIOR SEE NOTE SHEET 12 HORIZONTAL CROSS SECTION J REINFORCED INTERIOR FIXED BUTT STILE TO LOCK STILE: NOTE: INTERIOR HORIZONTAL. ILLUSTRATED SUBSTRATE, m 54 OR j� OR INTERIOR SEE NOTE SHEET 12 REVISIONS REV DESC RIP110N GATE APPROVED G REVISED PER NEW REQUIREMENTS 11/28/17 R,3_. EXTERIOR HORIZONTAL CROSS SECTION L REINFORCED INTERLOCK STILE TO REINFORCED SECTIONS INTERLOCK STILE wrTHOUT HORIZONTAL CROSS SECTION I'e LOCK STILE TO REINFORCED EXTERIOR FIXED BUTT STILE r EXTERIOR SEE MOTE SHEET 12 HORIZONTAL CROSS SECTION M REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE REINFORCING BAR NOTE: TEM #32, INTERLOCK REINFORCING BAR, IS SECURED TO THE INTERLOCK LEFT #26, INTERLOCK RIGHT #27, MALE 3011 STILE #28, LOCKING BUTT STILE #29 INTERIOR FIXED [BUTT STILE #30 AND EXTERIOR FIXED BUTT STILE #31 WITH TEM #49 #10 x 1" TER SCREW SPACED 6' FROM TOP AND BOTTOM AND ONE IN THE CENTER. EXTERIOR HORIZONTAL CROSS SECTION N REINFORCED MALE BUTT STILE TO REINFORCED LOCKING BUTT STILE SEE NOTE SEE NOTE 2 SHEET 12 SHEET 1'I FEE FIXED PANI 44 EXTERIOR �J 205 STOPS HORIZONTAL CROSS SECTION O 22 SILL REINFORCED INTERIOR FIXED BUTT STILE TO PLAIN STILE 23 HEAD SIGNED: 1112812017 WinDoor INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 Phmu, WT7481,8101) �,x407481 osos www,Nmdoormc.com 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS DRAWN DWG HE T➢H 1 08-00638 NITS I DATE 12/10/08 SHEET 12 OF 21 ai CENO'- tp, o, 51 �sP TATE OF a�. G SAD GR OR SEE NOTE SHEET 12 5 OR 55� OR HORIZONTAL CROSS SECTION P 305 NON -REINFORCED INTERIOR FIXED BUTT STILE TO LOCK STILE INTERIOR m ,� FIXED PAN 38 49 SEE NOTE V 2 STOPS SHEET 12 22 SILL HORIZONTAL CROSS SECTION Q 23 HEAD LOCK STILE TO NON -REINFORCED EXTERIOR FIXED BUTT STILE HORIZONTAL CROSS SECTION R NON -REINFORCED INTERLOCK STILE TO NON -REINFORCED INTERLOCK STILE HORIZONTAL CROSS SECTION S NON -REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE ppmuucf 01ying mreaA ¢he Ftoaz ash, $^48488 / r. 35 REVISIONS ,EV { DESCRIPTION DATE I APPROVED G i REVISED PER NEW REQUIREMENTS 11/28/17 IR.I-. 1 EXTERIOR HORIZONTAL CROSS SECTION T NON -REINFORCED MALE BUTT STILE TO NON -REINFORCED LOCKING BUTT STILE SEE MOTE 2 STEEL 11 '� N 5 NED PANEL EXTERIOR 44 33 X25 STGPS HORIZONTAL CROSS SECTI_O_N_U 22 SILL NON-RNFORCED INTERIOR FIXED BUTT STILE 7-0 2.5 HEAD EI PLAIN STILE SIGNED, 1112812017 WinDoor iN CC3RPC7R./�TRD 7SOO ANISTERD Ud DRLVP ORLANDO, FL 32832 Pl, ,u mr.481.6400 ra, 4r)7.481.P505 www.windooxiucxom 7000 SERIES Uvll REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS DRAWN: DWG NQ REV [11H 0800638 GCALE NTS °ATE 12,/10/08 s"E'ET 13 OF 21 HORIZONTAL _CR_O_ SS SECTION Z PLAIN STILE AT 4 TRACKJAMB ft ig g m '. ear- -.. t r � C REVISIONS 4 REV DESCRIPTION SU G REVISED PER NEW RFOUIREMENTS OR (9- SEE (NOTE OR SHEET 12 EXTERIOR DATE 11/28/17 APPROVED R.L. 3 OR 0 FIXED PANEL STOPS SIL- 22 Y HORIZONTAL CROSS SECTION X REINFORCED INTERLOCK STILE TO REINFORCED INTERLOCK STILE FI;IED PANF_L j (60� •41 L SiCPS _1// EXTERIOR SIL L�2) H EAD CJ HORIZONTAL CROSS SECTION Y NONREINFORCED INTERLOCK STILE TO NON -REINFORCED INTERLOCK STILE 7500 AMSTEREANI DRIVE inDoor ORLANDO, FL 32832 '?RI'<DRAT'F.D Phon.4107,48i.ea00 1,x 40 4010.03 wn;w.windoDdnc.com 7000 SERIES LMI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS DRAWN_ DWG II I REV TJH 08-00638 C SCALE NTS DATE 12/10/08 SHEET 14 OF 21 OR 135 SIGNED: 1112812017 EPS C3 ``'.SSS 6 m TATE OF Z` " �OggRccti7 *' /V' t"O YYY�L � ml VERTICAL CROSS SECTIO_N_A_A 3 TRACK FRAME SYSTEM EET 5 EET 6 NOTE: SEE SHEETS 16, 17 AND 18 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSIRAFE MATERIA' -S. A SPECIFIC SUBSTRATE IS NDICAi;D ON EACH HEAD AND TRACK SYSTEM. OTHER HEAD AND TRACK SYSTEMS ARE SIM'L4R. VERTICAL CROSS SECTION 6B 4 TRACK FRAME SYSTEM REVISIONS 3EV J 'ESCRIPTION DATE APPROVED G REVrS€D SER NEW REQUIREMENTS 11/28/17 RL NOTE- VERTICAL SECTIONS ILLUSTRATED WITHOUT SUBSTRATE, SEE SHEET S SEE SHEET 6 i7500 7500 �ISTIRDAm DRIVE ORLANDO, Fl, 32832 IN'CORPORATF,D ino"Ga1, 481.8400 V,— 4)7,481.0513 www.windooxinc.com 7000 SERIES LMI REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS DRAWNOWG NO REV TJH 08-00638 G SCALE NTS I DATE 12/10/08 1s"EET15 OF 21 SIGNED: 1112812017 { r v Vv zi TATE OF ORM" 2 1/2" MIN EDGE DIST. 1 15/16" CENTER TO CENTER CENTER TO CENTER 2 TRACK FRAME VERTICAL INSTALLATION !IGVE 1 1/4" MIN. 11/28/17 R.L. F EMBED. MASONRY a I CONCRETE Q 4 � BY OTHERS 1/4" MAX. I� SHIM SPACE BACKER ROD AND SEALANT BY OTHERS 1 /4" ITW TAPCON SEE ANCHOR TABLES SILL MUST BY SET IN FULL BED OF APPROVED SEALANT OR NON—SHRINK GROUT O O 1 1/4 MIN, EMB=D. a i a 4 1X NON—STRUCTURAL BUCK BY OTHERS, 1X TO BE PROPERLY SECURED (SEE NOTE 2 SHEET 1) FASTENER HEADS MUST BE COVERED WII"H APPROVED SEALANT i/4" ITW TAPCON SEE ANCHOR TABLES 1/4" MAX, F SHIM SPACE f_ "` 2 1/2" MIN. EDGE DIST. CENTER TO CENTER 2 TRACK FRAME VERTICAL INSTALLATION MASONRY/CONCRETE INSTALLATION, 2TRACK SHOWN 3 TRACK & 4 TRACK SIMILAR (SEE SHEET 7) INTERIOR 1 '1/4" MIN, _.Ar EMBED, i i v 1 o v 2 1/2�" MIN. a EDGE DIST. a ° 0 15/16" CENTER TO CENTER p jla REVISIONS 7APPROVED ?/4" MAX. DESCRIPTION DATE !IGVE VISED PER NEW REQUIREMENTS 11/28/17 R.L. FASTENER HEADS _ _Sr.-_ MUST BE COVERED WLTH APPROVED 1/4" ITW TAPCON SEALANT SEE ANCHOR TABLES BACKER ROD AND SEALANT BY OTTERS MASONRY/CONCRETE EXTERIOR 1 NON—STRUCTURAL BY 0Th-IERS BUCK BY OTHERS, 1X TO BE PROPERLY SECURED (SEE NOTE 2 SHEET 1) 2 TRACK FRAME JAMB INSTALLATION 1X BUCK TO MASONRY/CONCRETE INSTALLATION, 2 TRACK SHOWN 3 TRACK & 4 TRACK SIMILAR (SEE SHEET 7) NOTE: COivICRETE SUBSTRATE SHOWN. ANCHORAGE IN EXTERIOR & INTERIOR TRACK LOCATIONS IS TYPICAL FOR 3 TRACK AND 4 TRACK SYSTEMS. 11011 111 ��/� 750E 4M.STERDAMDR£VP, �/ 1n. oor ORL 1NDO, PL 32832 INCORPORATED PI r 41,:ARLWO I Y, 401 481,05n5 www.windooxinc.com 7000 SERIES LMI REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) INSTALLATION DETAILS DRAWN: DWG NO, REV TJH 0800638 G SCALE NIT'S DATE 12/10/08 "A_ 16 0F 21 SIGNED: 19/28/2017 .Ar m= `o ° � ` NAL ?/4" MAX. SHIM SP/A/C/E I FASTENER HEADS _ _Sr.-_ MUST BE COVERED WLTH APPROVED 1/4" ITW TAPCON SEALANT SEE ANCHOR TABLES BACKER ROD AND SEALANT BY OTTERS MASONRY/CONCRETE EXTERIOR 1 NON—STRUCTURAL BY 0Th-IERS BUCK BY OTHERS, 1X TO BE PROPERLY SECURED (SEE NOTE 2 SHEET 1) 2 TRACK FRAME JAMB INSTALLATION 1X BUCK TO MASONRY/CONCRETE INSTALLATION, 2 TRACK SHOWN 3 TRACK & 4 TRACK SIMILAR (SEE SHEET 7) NOTE: COivICRETE SUBSTRATE SHOWN. ANCHORAGE IN EXTERIOR & INTERIOR TRACK LOCATIONS IS TYPICAL FOR 3 TRACK AND 4 TRACK SYSTEMS. 11011 111 ��/� 750E 4M.STERDAMDR£VP, �/ 1n. oor ORL 1NDO, PL 32832 INCORPORATED PI r 41,:ARLWO I Y, 401 481,05n5 www.windooxinc.com 7000 SERIES LMI REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) INSTALLATION DETAILS DRAWN: DWG NO, REV TJH 0800638 G SCALE NIT'S DATE 12/10/08 "A_ 16 0F 21 SIGNED: 19/28/2017 .Ar m= `o ° � ` NAL 3/4" MIN. 3 7/8" CENTER TO CENTER 2X BUCK/WOOD FRAME a ° BY OTHERS, 2X BUCK TO 'a BE PROPERLY SECURED (SEE NOTE 2 SHEET 1) MASONRY/CONCRETE BY OTHERS U 1 3/8" MIN. #10 W003 4` ° 4 EMBED SCREW SEE ANCHOR TABLE_ A �� BACKER ROD BY OTHERS /4 MAX. SHllvi SPACE FASTENER HEADS BE COVEREI APPROVED SE 11/4" ITW TAP SILL MUST BE SET IN FULL BED OF APPROVED SEALANT OR NON—SHRINK GROUT 3 TRACK FRAME VERTICAL INSTALLATION 2X BUCK/WOOD FRAME INSTALLATION, 3 TRACK SHOWN 2 TRACK & 4 TRACK SIMILAR (SEE SHEET 7) rrW TAPCON ''ENCHOR TABLES 'vI I N. D. 1 /4" MAX, SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED G REVISED PER NEW REQUIREMENTS III/28/17 R._. #10 WOOD SCREW SEE ANCHOR TABLES — 0 ° I v v ° /1 4 3 7/8' CENTER (° ° TO CENTER a C v 0 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 3/4" MIN. v EXTERIOR T 1 3/8" MIN. BACKER. ROD EMBED & SEALANT BY OTHERS 3 TRACK FRAME JAMB INSTALLATION 2X BUCK/WOOD FRAME INSTALLATION, 3 TRACK ODU" �, SHOWN 2 TRACK & 4 TRACK SIMILAR (SEE SHEET 7)ism PRp-ramnoying wfth lbt wiwwg IIIIskmila CWN Ameptamce Nw. I L::12I C.ff4' �agdr ae NOTE: 5I - 2X BUCK/WOOD FRAME SUBSTRATE SHOWN. ANCHORAGE IN EXTERIOR TRACK LOCATIONS IS TYPICAL FOR 2 TRACK AND 4 TRACK SYSTEMS. 7500 AMSTERDAM DRIVE WinDDor ORLANDO, FL 32832 1NCCJRPORATED PII4a„a®ia4n �;,;;, qn7 ast nor; uuw.wiodoPxinc,com 7000 SERIES LEI REINFORCED & NON -REINFORCED (5'0 x 8'2 PANEL) INSTALLATION DETAILS DRAWN: DWC NO REV TJH 1 08-00638 G 77777_F779 2/10/08 1SHEET 17 OF 21 SIGNED: 11/28/2017 � m P F Q9rCs7aLk� ."”. NTE OF b 01It. 3/4" M WOOD BACKED 20 GA. WN. STEEL STUD BY OTHERS (SEE NOTE 2 SHEET 1) BACKER ROE APPROVED SEAL, BY OTHI FASTENER HEAD` BE COVE_RE APPROVED S 1/4" FEW TAF SEE ANCHOR TAE SILL. MUST BE SET IN FULL BED OF APPROVED SEALANT OR NON -SHRINK GROUT tJC I LHIUH riv I CmIura 3/8" MIN EIvIBD, 1/4" MAX. SHIM SPACE WOOD SCREW ANCHOR TABLES """ L11-1. CENTER 4 TRACK FRAME VERTICAL INSTALLATION WOOD BACKED 20 GA. STEEL STUD INSTALLATION, 4 TRACK SHOWN 2 TRACK & 3 TRACK SIMILAR (SEE SHEET 7) REVISIONS 77 4 TRACK FRAME JAMS INSTALLATION DESCRIPTION DAiE APPROV[D HGRE:V:S: ED 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" WN. EMBED. /4" MAX. SHIM SPACE FASTENER READS MUST BE COVERED WITH APPROVED SEALANT #10 WOOD SCREW SEE ANCHOR TABLES 0 4 TRACK FRAME JAMS INSTALLATION ITW TAPCON WOOD BACKED 20 GA. STEEL STUD INSTALLATION, 4 TRACK ANCHOR TABLES SHOWN 2 TRACK& 3 TRACK SIMILAR (SEE SHEET 7) 1/4" MAX. NOTE: SHIM SPACE. WOOD BACKED 20 GA. STEEL STUD SUBSTRATE SHOWN. ANCHORAGE IN EXTERIOR TRACK LOCATIONS IS TYPICAL FOR 2 TRACK AND 3 TRACK SYSTEMS. MIN SIGNED: 1112812017 D. 7500 AMSTERDAM DRIV WinDoor ORLANDO, EL32832 LII0 ITV CORI'ORATIED4.. 1 x.40'I SLP,505 wWW.Wlnd0011nc.com •tj ,.� ti wW��, °� 5y$1 7000 SERIES LPAI REINFORCED 451 & NON—REINFORCED (5'0 x 8'2 PANEL) P ,5 INSTALLATION DETAILS e TATE OF �. o A Al a 'P� . ORI DWC N0, REV rDRMSN: 08 C�fitNA4.q0�ti 570638 LE NTS DATE 12/10/08 OF 21 1/4" MAX. SHIM SPACE INTERIOR 1/4" ITW TAPCON (SEE FI EVATION SHEET 7 FOR O.C. SPACING) TEM #65, #8 x 3/8", SPACED 6" FROM TOP & BOTTOM AND '18" MAX. O,C. THEREAFTER /4" MAX, SHIM SPACE � .I/4„ NUN. 1 3/8" MIN, EMDEI). {� EMBED. x INTERIOR ITEM #65, #8 x 3/8", SPACE 6" FROM TOP & a 2 1/2°' MIN. BOTTOM AND 18" MAX. EDGE DIST. O.C. THEREAFTER a o Y SEE NOT 2 SHEET 1 POCKET HOOK STRIP MASONRY/CONCRETE INSTALLATION REINFORCED SHOWN, NON -REINFORCED SIMILAR. REVISIONS REV DESCFIPTIOPI DATE APPROVED G REVISED PER NEW REQUIREMENTS 1128/17 R.L. 1/4" MAX. SHIM SPACE INTERIOR 5/8" MIN, #14 WOOD SCREW - EDGE DIST. (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) PEA #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 STUD EXTERIOR BY OTHERS WOOD BACKED 20 OA. STEEL STUD INSTALLATION REINFORCED SHOWN, NON -REINFORCED SIMILAR. 3/8" MIN. EMBED 5/8" MSN. o EDGE DIST. ao o \ a ) SEE INOI E 2 SHEET 1 POCKET HOOK STRIP 2X DUCK/WOOD FRAME INSTALLATION REINFORCED SHOWN, NON -REINFORCED SIMILAR. lNC0I P0R_ATT?Li 7506 SMSTERDAM DRIVE ORLANDO, FL 32832 PI me (J74P1b400 V-: 417.4810515 www.wEndoorinc.coln 7000 SERIES LDII REINFORCED & NON—REINFORCED ?(\5'0 x 8'2 PANEL) INSTALLATION DETAILS DRAWN: DWG NO, I REV T3H 08-00638 1 G SCALE NTS DATE 12/10/08 I SHEET 19 OF 21 SIGNED: 1112812017 NN St If€tf0 PXr W X EN ,I sTAT�OF a` �C CONAL l 1,25" 095" 3.58" 075" 095" DL 2 TRACK FRAME JAMB 6063-T6 ALUM. 1.25" -I 5.52 5" 5 0 3 TRACK FRAME JAMB 60 _ 63 LUM. -T6 A 1.25" 7-46" 12T 08" .09 2.5„ 5.52" J 3 TRACK SILL PAN 2 1/2" RISER 6063-T6 ALUM. 5.52" 0 3 TRACK SILL_P_AN .3 11R" P31.gFR — �- 11,83E,..,,�„,. t1.16 05 ­ PANEL PAN_ EL_ STOP SILL_ COVER 60 63-T6 AL UM. 2.05» 5" 5 FRAME JAMB_ 6063-T6 AL UM. 095 3.74" --- 095" 075" 2.05" O 2 TRACK FRAME HEAD 6063-T6 AL UM. -- 3.47» i .075" ----�� 825"nrl � ��r,rl 0�._. .075" 0 2T SILL INSERT 6063-T6 RWM. 7,62 075» 6063-T6 ALUM. 7.35» r .075" f ffmJ L .075" .05" 1.836" CS 1 .71 " y I�j f—� 5 4 TRACK SILL INSERT 6063-T6 ALUM. 23 PANEL STOP HEAD COVER 6063-T6 ALUM. 08" - - .09, 25" �— .075" 1 68' t bold 2 TRACK SILL PAN 2 1/2"RISER_ 6063-T6 ALUM. 3.125" 68" 2 TRACK SILL PAN 3 1/8" RISER 6063-T6 AL UM:. - RE'90N5 Rev oescRiPnoN DATE aP�Roveo G REVISED PEI? NEW REQUIREMESfTS 11/28/17 R.L. 5.68 095" _L 68" J i P'fi/%un FRAME HEAD_ RnF _T. Al I Md 7,46" —- -- ---� 14 4 TRACK SILL PAN 3 1/8" RISER 6063-T6 AL UM. T 5.41» .075" __� �-- - 075" 0 3 TRACK SILL INSERT 6063-T6 ALUM. 7.46" O 4 TRACK SILL PAN 2 1/2" RISER 6063-T6 ALUM. 1,I IinDoor INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 Pbon 401481.8400 Fu, 40 481:505 www.windoorincxom 7000 SERIES LMI REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) COMPONENTS DRAWN: DWG N0. REV JH 08-00638 1 G SC, -E NTS CDaE t 2 f 1 Q/08 _HEFT 20 OF 21 5" SIGNED: 1112812017 �y\1l"tfltt'tlf# a TATE OF qtr 0RONAU " .. 09" 07" 07" C2 1TOP & BOTTOM RAIL 6063 -TS ALUM. 2.115" ! I i � 3.25., .09' 1 .07" 4" C� LOCKING BUTT STILE 606346 AL UM. 3.75"-- 07" 09' .07" .0 3 55-)" 28 _MALE BUTT_S_TILE 6063-T6 ALUM. .07 1,312 .07" i �- - 4" -- �„ /25 LOCK/PLAIN STILE 6063-T6 ALUM. 06 7 4" _1 1 .13„ -I l — 2.195'° e 5" INTERIOR FIXED BUTT STILE 31 EXTERIOR FIXED BUTT STILE 6063-T6 ALUM. 6063-T6 ALUM. 85" J IF 05" -4— 0.201 " TYP. 6X .365" 6" INTERLOCK 32J REINFORCING BAR 6005-175 ALUM. I .365' 1.95" 72 FIXED PANEL Z -C_ LIP 6063-T6 ALUM. 1.852" 1.3112" 07" ---- 27 INTERLOCK STILE RIGHT 6063-T6 AL UM. 3.461 075" -1 21 _HOOK STRIP WALL MOUNT 6063-T6 ALUM. S11_ �7 6 045" 9„ REVISIONS REV DESCRIPTION DATE APPROVED G REVISEII PcR NEW REQUIREMEMS 11/28/17 R.L. r 09, .75" 26 INTERLOCK STILE LEFT 6063-T6 AL UM. �IrQ— 1.175" 5` 055" 14 35 314'° GLASS STOP 6063-T6 ALUM. r— 1.175" -� s" 075 6" .5 -i- 055" 34 114" AND 3116" GLASS STOP 6063-T6 ALUM. 3.516" 831'P .08" J 18 FLUSH JAMB COVER 6063-T6 ALUM. �.65" �- 6�„ 1.836" F04� log HOOK STRIP BASE 6063-T6 ALUM. 7 RECESSED JAMB COVER 6063•T6 AL UM. WinDoor 1NCORPORAT.PD 3.186" COVER �0 6063T6ALUM. .24" T 04„ 1.31I12" L 33 BUTT STILE & INTERLOCK COVER 6063-T6 ALUM. oV O6 FRAME_HEAD TRACK COVER 6063-T6 AL UM 1500 AMSTERDAM DRIVE ORLANDO, PL 32832 rvr, #17 481,CISN www.windoorinc.coin 7000 SERIES LW REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) COMPONENTS DRAWN: DWG N0. REV T 08-00638 1 IS SCALE NTS DATE 12/10/08 1SHEET 21 OF 21 rmDvcflltvi5a& m omp6; fess wRl«. :t kwAing cmm Aftepmoce SIGNED: 1112812017 �';tP,t t I t/oma . A E iYF ZOR //ONFO's-,