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HomeMy WebLinkAboutNOARfCfftVEa APR 2 g 2018 Permlttln9 De MIAMI•DADE St Ior'e Count3l a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 WinDoor, Inc. .i t-.nt N iv "u 7500 Amsterdam Drive BY Orlando, FL 32832 St. Lucie County SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Conttol Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 119020" Aluminum Fixed Window— S.M.I. APPROVAL DOCUMENT: Drawing No. 08-01635, titled "9020 Picture Window — Small Missile Impact" sheets 1, 2, 2A, 3, 4, 5, 6, 7, 7A, 8, 9, 10 and 11 of 11, dated 06/20/12, with revision F dated 10/25/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically 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 followed by the expiration date may be displayed in displayed, then it shall be done in its entirety. by the words Miami -Dade County, Florida, and advertising literature. If any portion of the NOA is INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0812.20 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge AL Plasencia, P.E. NOA No.17-0821.12 MIAMMADE COUNTYJA Expiration Date: November 29, 2022 ffA=E2W Approval Date: November 16, 2017 I I o� 117 Page 1 WinDoor. Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.12-0627.06) 2. Drawing No. 08-01635, titled "9020 Picture Window - Small Missile Impact", sheets 1, 2, 2A, 3, 4, 5, 6, 7, 7A, 8, 9, 10 and 11 of 11, dated 06/20/12, with revision E dated 07/30/15, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with installation diagram of an aluminum fixed window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3778-1, Specimens 1, 2, 3, 4, 5, 6, 7, 8 and 9, dated 04/17/12, revised on 07/22/13 and updated on 09/27/13, signed and sealed by Gerald J. Ferrara, P.E. (Submitted under NOA# 12-0627.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 - - - - - - 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with installation diagram of an aluminum fixed window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3778-2, Specimens 1, 2, 3, 4, 5, 6 and 7, dated 04/17/12, signed and sealed by Gerald J. Ferrara, P.E. (Submitted under NOA# 12-0627.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'' Edition (2014), dated 09/05/14, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. 2. Glazing complies with ASTM E1300-04 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0821.12 Expiration Date: November 29, 2022 Approval Date: November 16, 2017 E-1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated-06/25/15, expiring on 07/04/18. 2. Test report No. ATI-60520-106.18, prepared by Architectural Testing, Inc., dated 11/09/06, with Revision #1 dated 11/29/06, issued to ENSINGER, Inc., for their Tecatherm® 66 GF Insulbar Thermal Barrier plastic material per ASTM D635- 98 "Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position" and ASTM D2843-99 "Standard Test Method for the Density of Smoke from the Burning Decomposition of Plastics ", ASTM D1929-96 (2000)e01 "Standard Test Method for Ignition Properties of Plastics ", also per ASTM G 155-00ae1 "Standard Practice for Operating Xenon Arc LightApparatus for Exposure ofNon-Metallic Materials" and ASTM D638-03 "Standard Test Method for Tensile Properties of Plastics ", signed and sealed by Joseph A. Reeves, P.E. (Submitted underNOA# 14-0107.12) F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated July 30, 2015, issued by manufacturer, signed and sealed by Luis R. Lomas, P.E. 2. Laboratory compliance letter for Test Reports No. NCTL-210-3778-1, and NCTL-210-3778-2; issued by National Certified Testing Laboratories, dated 04/17/12, all signed and sealed by Gerald J. Ferrara, P.E. (Submitted under NOA# 12-0627.06) G. OTHERS 1. Notice of Acceptance No. 14-0916.13, issued to WinDoor, Inc. for their Series "9020" Aluminum Fixed Window - S.M.I. approved on 11/06/14 and expiring on 11/29/17. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0821.12 Expiration Date: November 29, 2022 Approval Date: November 16, 2017 E-2 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-01635, titled "9020 Picture Window - Small Missile Impact', sheets 1, 2, 2A, 3, 4, 5, 6, 7, 7A, 8, 9, 10 and 11 of 11, dated 06/20/12, with revision F dated 10/25/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 4. - Statement letter of conformance to FBC-51 Edition (2014) and FBC-6o` Edition (2017), and of no financial interest, dated 10/19117, issued by manufacturer, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. This NOA revises and renews NOA #15-0812.20, expiring on 11/29/17. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0821.12 Expiration Date: November 29, 2022 Approval Date: November 16, 2017 E-3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 5th. EDITION (2014) AND 6TH. EDITION (2017) INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK is NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/1.6" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: ALUMINUM 6063—T6. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 6 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS WHEN INSTALI 14. FOR ANCHORING ;NTO WOOD FRAMING SUFFICIENT LENGTH TO ACHIEVE A 1 ANCHORS AS SHOWN IN ELEVATIONS A .15. FOR ANCHORING INTO MASONRY/CONCI SUFFICIENT LENGTH TO ACHIEVE A 1 ' 1/2" MINIMUM EDGE DISTANCE. LOCAT INSTALLATION DETAILS. 16. FOR ANCHORING INTO METAL STRUCTUI 5 WITH SUFFICIENT LENGTH TO ACHIEV WALL. LOCATE ANCHORS AS SHOWN IN 17. ALL FASTENERS TO BE CORROSION RE 18. INSTALLATION ANCHORS SHALL BE INST MANUFACTURER'S INSTALLATION INSTRU SUBSTRATES WITH STRENGTHS LESS TIr A. WOOD — MINIMUM SPECIFIC GRAVITY B. CONCRETE — MINIMUM COMPRESSIVE C. MASONRY — STRENGTH CONFORMAN D. METAL STRUCTURE: STEEL 18GA, 33 19. APPROVED GEOMETRIC SHAPES DIMENS FEET AS TESTED. GEOMETRIC SHAPES PRODUCT REVISED N as complying with the Florida tlOA-Ng Code INCOILPt Noa-No. 17.0821.72 1; M FIR HEI 60" MAX FRAME WIDTH 12" MAX O.C. 6" MAX /n91 6" MAX 1 R--. 6" T I / 12" MAXTO.C. I 0" 4X 1M E uHT 8 _9 6' MAX "W 9020 PICTURE WINDOW EXTERIOR VIEW " MAX FRAME WIDTH -- { 6" MAX 12" MAX O.C. 1 6" M. T 1 12' MAX ( REFER TO CHARTS #1 AND #21N SHEET3 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING +100.0PSF SMALL MISSILEIMPACT WITH GLAZING A li 72" MAX FRAME HEIGHT REFER TO CHARTS #1 AND #21N SHEET 3 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING f110.OPSF SMALL MISSILEILEIM MPACT WITH GLAZINGA DESIGN PRESSURERATING iMPACT RATING #100.6PSF SMALL MISSILE IMPACT WITH GLAZING BAND C PRODUCT REVISED Wllu as complying with the Florida Building Code INCORPC NOA-NO. 17-0821.12 v....i.er..... n-M 4 4 /7Q/71177 96" MAX �- T- 72" MAX i- 72" MAX MAX 120" 60" MAX r 120" 60" MAX .20" 60" MAX MAX MAX MAX t — L L -{ 72" MAX T- 72" MAX J- 072" 72" MAX MAX 0 60" MAX 120" MAX L, 72" MAX 0 120" MAX 120" MAX I i-- 120" MAX --I 60" 60 .— MAX 60" MAX MAX L L T- I 103 3/16 MAX PRODUCT REVISED W Ili as complying with the Florida Building Code INCORPC NOA-No. 17-0821.12 n nnn�l I"" rn nrf CHART #1 Design preswre ra ing for units with glazing A (psO From a Frame width (in) Haight 24.0 30.0 1 36.0 420 1 48.0 "0 1 60.0 66.0 1 72.0 78.0 1 640 90.0 1 Sao (In) 24.0 30.0 36.0 42.0 48.0 54.0 60.0 66.0 720 Pas 147.3 146.0 1146.0 144.7 143.3 142.0 140.7 139.3 138.0 136,7 Nag 1147.3 144.7 1413 1420 140.7 139.3 138.0 136.7 Pas 146.0 145.8 144Z 142.5 140.8 1392 137.5 135.8 1342 Meg 146.0 145.8 144.2 425 140.8 139.2 137.5 135.8 134 2 Pas 144.7 144.2 144.0 1420 140.0 139.0 136.0 134.0 1320 Neg 1144.7 1144.2 144.0 1420 140,0 138.0 136.0 134.0 132- Pas 143.3 142.5 142.0 141.8 139.5 137.2 134.8 132.6 130.2 Meg 14a3 1425 f4-2 141.8 139.5 1372 134.8 1325 1302 Pas 142.01 140.8 1140.8 140.D 139.5 139.3 136.7 134.0 131.3 128.7 Nag 1420 140.0 13g5 139.3 136.7 134.0 131.3 128.7 Pos 140.7 139.2 133,0 1372 136:7 136:5 13&5 130:5 127.5 Neg 140.7 139.E 138.0 1372 13&7 1365 133.5 1306 127.5 Pas 139.3 137.5 136.0 134.8 134,0 133.5 133.3 130,0 126.7 Nag 1139.3 1137.5 136.0 134.8 134.0 133.5 133.3 130.0 126.7 Pas 138.0 135.8 134.0 132.6 13l.3 130.5 130.0 129.8 126.2 Meg 138.0 135.E 134.0 532.5 131.3 130.5 130.0 129.8 1262 Pas 136.7 1342 132.0 130.2 128J 127.5 126.7 125.2 126.0 Meg 136.7 134.2 132.0 130.2 128.7 127.5 126.7 126.2 126.0 Pos 135.3 132.6 130.0 127.8 126.0 124,5 123.3 1225 1220 Neg 135.31 13ZS 1 130.0 127,8 126.0 124.5 123.3 1225 122.0 Pos 134.0 130.8 128.0 125.5 123.3 121.5 120.0 118.8 118.0 Neg 134.0 130.8 128.0 125.5 123.3 121.5 120.0 110.8 118.0 Pas 132-71 129.21 126.0 123.2 120.7 118.5 116.7 115.2 114.0 Neg 132.7 1131.3 129.2 126.0 1232 120.7 118.5 116.7 1152 114.0 PCs 1127.5 124.0 120.E 118.0 115.5 113.3 111.5 110.0 Neg 131.3 127.5 124.0 120,8 118.0 115.5 113.3 111,6 110.0 7&0 1%.3 135.3 1326 1325 130.0 30.0 127.8 127.a 126,0 126,0 124.5 124.5 123.3 123.3 1225 122,5 122.0 122.0 121.8 121.8 117.5 117.6 - 64.0 134.0 134.0 130.E 130.8 128.0 728.0 125.5 125.6 123.3 123.3 121.6 121.5 120.0 120.0 118_8 118.8 118.0 118.0 117.5 117.5 - - 90.0 132.7 13Z1 129.2 129.2 128.6 128.6 123. 1123.2 120.7 120.7 118.5 I%S 116.7 116.7 115.2 115,2 114.0 114.0 - - 98.0 131.3 131.3 127-6 127.5 124.0 124.0 120.8 120.8 118.0 118.D 115.5 115.5 113.3 113.3 1115 111.5 110.0 110.0 - - - 1020 130.0 130.0 125.8 125.8 122.0 122.0 118.5 118.5 115.3 115.3 112.5 112.5 110.0 110.0 107.8 107.8 - - - - - }o&0 128.7 128.7 124.2 124.2 120.0 1200 1162 116.2 1127 1127 1095 109.5 106.7 106.7 114.0 127.3 127,3 122,5 122.5 118.0 118,0 113,8 113.8 110,0 }10.0 106.5 106.5 f03.3 103.3 - - 110.0 126.0 126.0 120b 120.8 116.0 116.0 111.6 111.6 107.3 107.3 1035 103.5 100.0 100.0 129.0 124.7 124.7 1182 119.2 114.0 114.0 109.2 109.2 104.7 104.7 100.5 100.5 132A 123.3 tt3,3 117.5 11Z5 1i2.0 112.0 106.8 106.8 1020 1020 97.5 97.5 - - - 13&0 1220 1220 115.8 115,8 110A 110.0 104.5 104.5 99.3 99.3 144.0 120.7 120.T 1% 114.2 108.0 08.0 02.2 02.2 CHART #2 Design pressure rating for units with glazing B and C (pso Frame I Frame width (in) Haight 24.0 1 30.0 36.0 1 420 48.0 1 "0 60.0 1 66.0 720 1 76..0 sco 1 90.0 Sao (in) PCs I Neg I Pos Neg PCs I Meg Pas_ Neg Pas Neg I PCs I Neg PCs Neg Pos I Neg PCs I Neg I PCs I Neg Pas I May I Pas I Neg PCs Neg 24.0 125.0 1125.0 1 125.0 125.0 125.0 1 125.0 125.0 125.0 125.0 125.0 1125.0 125.0 126.0 126.0 125.0 126.0 126.0 1 125.0 125.0 125.0 124.0 1124.G 122.71 =7 121.3 121.3 20.0 125.0 125.0 126.0 126.0 125.0 125.0 125.0 125.0 126.0 1250 125.0 125.0 126.0 125.0 125.0 125.0 124.2 1124.2 122.5 122.5 120.8 1120.8 li9.21 110.2 117.E 117.6 Sao 125.0 128.0 125.0 125.0 125.0 125.0 125.0 125.0 126.0 125,0 125.0 t25.0 125.0 125.0 124.0 124.0 12ZO =0 120.0 120.0 118,0 118,0 lie-01 116.0 114.0 114,0 42.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 126.0 125.0 126.0 124.8 124.8 122.5 1225 120.2 1202 117.8 117.8 1165 115.6 113,21 113.2 110.8 110.8 48.0 125.0 125.0 125.0 125.0 125.0 126.0 125.0 125.D 125.0 125.0 125.0 125.0 124.0 124.0 121.3 121.3 118.7 118.7 116,0 118.0 113.3 113.3 110.71 110.7 108.0 10B.0 54.0 125.0 126.0 126.0 125.0 125.0 125.0 126.0 125.0 125.0 125.0 125.0 tt5,D 123.5 123.5 120.5 120.5 117.5 117.5 114.6 174.5 111.5 111.5 108.51 105.5 106.6 106.5 60.0 125.0 125.0 125.0 126.0 125.0 125.0 124.8 124.8 124.0 124,0 123.6 123.5 123.3 123.3 120.0 120.0 116.T 116.7 113,3 113,3 110.0 110.0 106.7 106.7 103.3 103.3 66.0 125.0 125.0 125.0 126.0 124.0 1240 122.5 122.6 121.3 121.3 120.5 120.5 120.0 120.0 119.8 119.8 1162 1162 112.5 112.5 108.8 108.E 1052 1052 101.5 101.6 72.0 125.0 125.0 1212 124.2 22.0 1220 120.2 120.2 118,7 110.7ES3.5 117.5 118.7 116.7 116,2 116.2 116,0 116.0 112.0 112.0 10e.0 108.0 104.0 104.0 100.0 100.0 T8.0 125.0 125.0 1225 1225 120.0 120.0 117.8 117b N6.0 118.0 114.6 113.3 113.3 N2.5 1125 1120 1720 N1.8 111.8 107.5 1D7.5 - - - "0 124.0 124.0 120.8 120.0 11B.0 11B.0 115.5 116.5 113.3 1113.3 111.5 110.0 110.0 108.8 158,8 108,0 108.0 107,5 107,5 - - - 90.0 1227 1227 119.2 1192 116.0 116.0 113.2 113.2 110.7 110.7 108.5 1067 106.7 1052 105.2 104,0 104.0 - - - - - 96.0 121.9 121.3 117.5 1175 114.0 114.0 liD.8 110.8 10&0 10B4O 105.5 103,3 1D3.3 101.6 101.5 100.0 100.0 - - - - - 1020 120.0 120.0 116.8 115.8 1120 112.0 108.5 108.5 105.3 1D5.3 1025 100.0 100.0 97.8 97.8 - - - - 108.0 118.7 118.7 114.2 114.2 110.0 110.0 106.2 106.2 1027 1D2.7 99.5 96.7 96.7 - - - - 114.0 117.3 117.3 1125 11Z5 168.0 108.0 103.8 103.8 1D0.0 100.0 98,5 93.3 93.3 - 12,0 116,0 1160 110.8 110e 106.0 10e0 101.5 101.5 97.3 97.3 93.5 90.0 90.012B.0 1147 1147 1092 1092 104.0 104.0 99.2 89.2 94.7 94.7 80.51320 113.3 113.3 107.5 107.5 1020 1020 86,8 96,8 920 92.0 . 87.5 - - - - - 138.0 112.0 11Z0 105.8 105.8 100.0 100.0 94.6 94.6 89.3 69.3 - - - - - - 144.0 110.7 7107 104,2 104.2 98.0 98.0 922 92.2 86.7 89.7 - - - - - - - PRODUCT REVISED% as complying with the Florida iA Building Code INCORP( NOA-No. 17-0821.12 t h FF HE 60" MAX FRAME WIDTH 8" MAX O.C. s" MAX. A 6° MAX 6'• MAX ! / J� 12" MAX O.C_ � I zo" 1AX AM E IGHT B _9 6" MAX i 9020 PICTURE WINDOW EXTERIOR VIEW REFER TO CHART #3 THIS PAGE FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACTRATING +i00.OPSF SMALL-_r„ MISSILE IMPACT AAX TYP 3" MAX TYP CHART Design pressure Frame FHlght Frame 24.06 20.00 36.00 (in) Pas Meg Pos Meg Pas I Meg Pos 24.0 100.0 125.0 100.0 126.0 100.0 125.0 100.1 30.0 100.0 125.0 100.0 125.0 100.0 125.0 100.1 36.0 100.0 125.0 100.0 125.0 100.0 125.0 1 W.1 420 100.0 126.0 100.0 125.0 100.0 125.0 100.1 48.0 10010 125.0 100.0 125.0 100.0 126.0 100.1 54.0 100.0 125.0 100.0 125.0 100.0 125.0 100,( 60.0 100.0 125.0 100.0 125.0 100.0 125.0 100.1 66.0 100.0 125.0 100.0 125.0 100.0 125.0 100.1 720 100.0 125.0 10D.0 125.0 100.0 125.0 100.( 78.0 100.0 125.0 1 D0.0 125.0 100.0 125.0 100.1 84.0 100.0 125.0 100.0 125.0 100.0 126.0 100.1 90.0 100.0 126.0 100.0 125.0 100.0 126.0 1 DE 96,0 100.0 125.0 100.0 125.0 100.0 126.0 100.( 1020 100.0 125.0 100.0 125.0 100.0 125.0 1001 108.0 100.0 125.0 100.0 125.0 100.0 126.0 100.( 114.0 100.0 125.0 100.0 125.0 100.0 125.0 100,( 120.0 100.0 125.0 r10D.0 125.0 ri00.0 125.0 100,( PRODUCT REVISED Winl as complying with the Florida Building Code INCOR.P( NOA-No. 17-0821.12 WITH GLAZING A AND B 6" MAX i 6" MAX 12" MAX O.C. — 144" MAX FRAME WIDTH 6" MAX TYP 3" MAX TYP f 43 3/16" MAX. D.L.O. I // // 6" MAX -� A 18" MAX TYP 12" MAX O.C. 9020 TRIPLE PICTURE WINDOW EXTERIOR VIEW REFER TO CHART#4 THIS PAGE FOR OTHER UNITS RATINGS. DESIGN PRESSURE RATING IMPACT RATING SMAL+70.0%75.OPSF MISSILEIMPACT IMPACT WITH GLAZING A, BAND C 72" MAX FRAME HEIGHT PRODUCT REVISED WinI as complying with the Florida Building code INC_ pRPC NOA-No. 77"0821.12 Exoiratlen note 4 4 /29/2022 R PARTS UST NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 S-902OA1-WDI FRAME HEAD AND SILL ASSEMBLY KEYMARK ALUMINUM 6063-T6 2 S-9020A2-WDI FRAME JAMB ASSEMBLY KEYMARK ALUMINUM 6063-T6 3 S-9020A3-WDI MULL ASSEMBLY KEYMARK ALUMINUM 6063-T6 4 FH-06559 MULL INTERIOR REINFORCEMENT KEYMARK ALUMINUM 6005-T6 5 FS-06558 MULL EXTERIOR REINFORCEMENT KEYMARK ALUMINUM 6005-T6 6 S-49328 SCREW COVER KEYMARK ALUMINUM 6063-T6 7 S-49330 FLUSH ADAPTOR KEYMARK ALUMINUM 6063-T6 8 S-49329 9/16" GLASS STOP KEYMARK ALUMINUM 6063-T6 9 S-46084 1" GLASS STOP KEYMARK ALUMINUM 6063-T6 10 S-46083 1 3/8" GLASS STOP KEYMARK ALUMINUM 6063-T6 11 GSVN-07A GLAZING VINYL TEAM PLASTICS 80 DUROMETER 12 131014 #8x1' SCREW STAINLESS STEEL 13 #8xl 3/4' SCREW STAINLESS STEEL 14 #12x1' SCREW STAINLESS STEEL 15 121000-1210DE1 RUBBER SETTING BLOCK 85 DUROMETER 16 SIKA 552 URETHANE SEALANT SIKA 17 S-9020A8-WDI CA RAIL ASSEMBLY KEYMARK ALUMINUM 6063-T6 18 S-9020A5-WDI MEDIUM RAIL ASSEMBLY KEYMARK ALUMINUM 6063-T6 19 S-9020A6-WDI TALL RAIL ASSEMBLY KEYMARK ALUMINUM 6063-T6 20 2206 INSULBAR ENSINGER TECATHERM 66GF 21 902AO7-WDI CA RAIL FLANGE KEYMARK ALUMINUM 6063-T6 22 902A09-WDI HEAD AND SILL FLANGE KEYMARK ALUMINUM 6063-T6 23 902A11-WDI JAMB FLANGE IKEYMARK ALUMINUM 6053-T6 9/16" 1/4" HS .035" SENTRYGLAS BY KURARAY 1/4" HS 3/16" TEMP EXTERIOR 16 .� 15� 1 ALUMINUM SPACER SYSTEM ERIOR YTERIOR eHORIZONTAL SECTION 6 1 3/8" 3/16" TEMP 3/16" HS .035" SENTR` 3/16" TEMP 3/16" HS SPACER SYSTEM 15/16- ®ANli��r1 EXTERIOR R_<ra 10 •GLAZING DETAIL C 3/16" HS .035" SENTRYGLAS BY KURARAY 3/16" HS 16 FF..J�#Mn RODUCT REVISED complying with the Florida ilding Code INCORP( INTERIOR A -No. 17-0821.12 na+n,9YJR/7fl99 FYi="1nP .rIERIOR CA/TALL RAILS FYTFRinR I.if:lID CAIMEDIUM RAILS YY fERfDR CA/CA RAILS ITERIOR STANDARD/CA RAILS STANDARD/MEDIUM RAILS APPROVED RAIL COMBINATIONS r r, /\ I rrn mr11&A nrr I /r!'IT!/. AI STANDARD/TALL RAILS WTER MEDIUM/TALL RAIL PRODUCT REVISED WinI as complying with the Florida Building Code INCORPC NOA-No. 17-0821.12 Esni.tion Date 11/29/2022 Ex HEAD AND SILL FLANGE INTERIOR CA RAIL FLANGE INTERIOR PRODUCT REVISED jX% as complying with the Floriday Building Code INCORP( NDa-lo. 17-0821.12 Expiration Date 11/29/2022 9/16" MIN.r 4EMBEDIMENT DISTANCE 7/8" MIN. WOOD FRAMING METAL EDGE DISTANCE OR 2X BUCKSTRUCTURE BY OTHERS" MIN. BY OTHERS APPROVED AX. APPROVED I I I I 1/4" MAX.SEALANT ACE SEALANT 1J UUJ SHIM SPACE #12 WOOD SCREW EXTERIOR #12 WOOD IT INTERIOR SCREW APPROVED SEALANT 1/4" MAX. SHIM SPACE WOOD FRAMING 1 7/16" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 9/16" MIN. EDGE DISTANCE A VERTICAL CROSS SECTION 8 WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE 7/8„ MIN. c EDGE DISTANCE #12 SMS OR CAI P IlRll I Imf, gr.ppwc INTERIOR EXTERIOR APPROVED SEALANT INTERIOR #12 SMS OR SELF DRILLING SCREW #12 SMS OR SELF DRILLING SCREW 1/4" MAX. SHIM SPACE STRUCTURE BY OTHERS 7/8" MIN. EDGE DISTANCE e8VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION [P.RODUCT REVISEDWinj complying withthe oridauilding code - INCORP< OA-No. 17-0821.12 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 APPROVED SEALANT 1/4" TAPCON ae a 4 Pd . ° d EXTERIOR 1/4" TAPCON APPROVED SEALANT 2 1/2" MIN. EDGE DISTANCE °d. ° d 1/4" MAX. SHIM SPACE INTERIOR 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK 1/4" MAX. SEE NOTES 3-7 SHEET 1 {- SHIM SPACE CONCRETE/MASONRY I1 L BY OTHERS <• ° ' e p <' °d e 1 1/4" MIN. _ e <- d P d' EMBEDMENT d d a e a d < 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION 9 CONCRETE/MASONRYINSTALLATION 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 1/4" TAPCON 2 1/2" MIN. EDGE DISTANCE I PRODUCT REVISED Y 6 as complying with the Floridayy 1 Building Code INCORPC NOA-No. 17-0821.12 Expiration Date 11/29/2022 3 3/16" --I 2 1/4" 1 Q FRAME ALUMINUM 6063-T6.080'THICK 3/4" L 5/8" REINFORCEMENT ALUMINUM 6005-TO .100"THICK 4., 3/4.. 3 1/4" FRAME ALUMINUM 6063-T6.080"THICK 1 1/16" 11/16" 1 1/16" 3 3/16" 3 1 /2" OMULL ASSEMBLY ALUMINUM 6063-T6.080" THICK l I —r� 15/16" 11/16"� REINFORCEMENT O ALUMINUM6005-T61.080"THICK OALUMINUM6063SCREW��050"RTHICK 7OFLUSH ADAPTOR ALUMINUM 6063-76.065' THICK r.- 3/8" 1 1/4° 1_ 1 o 13/8" GLASS STOP .063" THICK 3 3/16" �-1 T11 3/8" f--- 5/81F O 9/76" GLASS STOP .W3" THICK 1/4" 1F - ---t- 15/16" JT— 5� 20 TECAINSULBAR THEW 66GF.0750THICK z2 HEAD AND SILL FLANGE FRAM ALUMINUM 6063-T6.080" THICK 3 3/16" T`� 3/4" F 1 ' � 5/ O i"GLASS STOP ' .063" THICK 4 2 1/4" O 3 7/8" 3 1/4" z t CA RAIL FLANGE 1 a ALUMINUM 6063-T6. 100" THICK ALUi F RODUCT REVISED ty]iyi� complying with the Florida VV VV iffluilding CodeII�1COiLP A -No. 17-0821.12piration Datoj1/29/2022' j HORIZONTAL INTEGRAL MULLION IOUTU M PRODUCT REVISED t'Vj as eompryin5 with the Florida ��// Needing tads 17.0821.12 Non-rio. rnlrnRrn Expiration Date 11/29/2022 --IT- SCANNED M0+06 t BY St. Lucie County MIAMI•Df�DE � - ` RECEIVED IVIU II -DARE COUNTY PItODUCT.CONT.ROL SECTION 0EPART114ENT OR REGULATORY AND iCONbm1C RI SOUACES.(BER) 11805 S W, 26 Street, Room 208 APR t- 9 2019 BOARD,AND"CODE-ADMINISTRATION DMSION T (7$6) 315-2590 F (780 315-2599 Permitting Departme^t OTICE OFIACCEPTANCE' (NOA) w "v.minmidade.govleconomv St. tude County WhiD0or,:Inc. 7500AmsterdanrDnve. Orlando; FL 32832 SCOPE: This NOA is being issued °under the applicable rules and regulations governing the use of construction materials'. The documentation submitted`has been reviewed and accepted by Miami -Dade County RER - Product Control Section :to be used in Miami`Dade'County and other areas where allowed by the Authority HavingJdrisdiction' (AHJ). ThisNOA-shall not be.valid after the expiration;date.mted 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 hav6-this product or material tasted for quality assurance purposes. If this product or material fails to Terfoim in the accepted manner,. theunanufacuirer pill incur the expense of such`testing and the AHJ may immediately revoke, modify; or -suspend the use of such product=or material within their jurisdiction. RER reserves the right'to revoke-ffiis. acceptance, if it ;is determined by Miami —Dada County Product Control Section that this product or material fails to meet.the requirements of the applicable building code. This productis approved as described herein; and has been designed to comply with the Florida Building Coda, including the High`Vel'oc ty f4urricane Zone. DESCRIPTION;.' Series "4000 (SG)" Aluminum Single Hung Window - S.M.I. APPROVAL:DOCUMENT; Drawing No. 08-02217, titled "4,000 Aluminum Single Hung Window SOP Equal.LegandI Flange SMl' sheets 1 th ough. 13 of 13, dated 09/05/13, with revision C dated 11/29/17, prepared by manufacturer, signed and sealed by Luis- R. Lomas, P.E.; bearing the Miami -Dade County Product Control Revision stamp witlr the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with ,the manufacturer's name or logo, city, state, modellseries,- and- following . statement: "lvliami-Dade County,Product:Control Approved", unless otherwise noted herein. RENEWAL of this NOA. sball beconsidered 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 lgbkivill occur after the expiration -date or if there has been a revision or change �in ilne.materials, use; and/or manufacture'ofthe 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. ADVERTISEN]ENT: ;The NOA number preceded by the words Miami -Dade County, Florida, and followed by 'the expiration date maybe -displayed in advertising literature. If any portion'of the NOA is displayed, then itsliall be done ia: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 NOA4 i5=0723.66 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval' document mentioned above. The submitted documentationwas'reviewed bySifangZhao, P.E. s , 2 NOA No. 174219.28, MIAMMADECOUNTY- O3/� I j-,w f8. Expiration' Date: March 27, 2019 Approval Date:. Mardr08,'2018 Page 1 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.13-0917.10) 2. Drawing No. 08-02217, titled "4000 Aluminum Single Hung Window SGP Equal Leg and Flange - SMI", sheets 1 through 13 of 13, dated 09/05/13, with revision B dated 07/13/15, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-210-3883-01, dated 08/13113, signed and sealed by Gerald J. Ferrara, P.E. (Submitted under NOA No. 13-0917.10) C. CALCULATIONS 1. _ Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2614), dated 06109115, prepared by manufacturer, signed and sealed by Luis _ R. Lomas, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. NOA No.13-0917.10, issued to WinDoor, Inc. for their Series "4000 (SG)" Aluminum Single Hung Window - S.M.I. approved on 03/27/14 and expiring on 03/27/19. Sifang Zhao, P.E. Product Control Examiner NOA No.17-1219.28 Expiration Date: March 27, 2019 Approval Date: March 08, 2018 E-1 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-02217, titled "4000 Aluminum Single Hung Window SGP Equal Leg and Flange - SMP', sheets 1 through 13 of 13, dated 09/05/13, with revision C dated 11/29/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification, complying with FBC 6'h edition (2017), dated 11/29/17 prepared, signed and sealed by Luis R. Lomas, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No.17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), and of no financial interest, dated 11/2912017, issued, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. NOA No.15-0723.06, issued to WinDoor, Inc. for their Series "4000 (SG)" Aluminum Single Hung Window - S.M.I. approved on 04/07/16 and expiring on 03/27/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1219.28 Expiration Date: March 27, 2019 Approval Date: March 08, 2018 E-2 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM, ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: ALUMINUM 6063—T6. 12. UNITS MUST BE GLAZED PER ASTM E1300-04 SEE SHEET 2 FOR GLAZING DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. WHEN INSTALLED AT 30.0 FT. OR HIGHER ABOVE GROUND LEVEL 14. FOR ANCHORING INTO MASONRY/CONCRETE USE 1 /4" ELCO CRETE—FLEX SS4 WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1 /2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS I AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 15. FOR ANCHORING INTO WOOC WITH SUFFICIENT LENGTH TC WITH 1" MINIMUM EDGE DI' INSTALLATION DETAILS. 16. FOR ANCHORING INTO METAL MINIMUM GRADE 5 WITH SUI STRUCTURE INTERIOR WALL. DETAILS. 17. ALL FASTENERS TO BE COR 18. INSTALLATION ANCHORS SHA MANUFACTURER'S INSTALLATI SUBSTRATES WITH STRENGTF A. WOOD — MINIMUM SPEC B. CONCRETE — MINIMUM C. MASONRY — STRENGTH GREATER). D. METAL STRUCTURE: STE 4" MAX 76" MAX FRAME HEIGHT MEETING RAIL CLUSTER SEE CHART #3 B. 5 L_ a 7/a" MAX 4" MAX 107" MAX FRAME WIDTH 7 1/2" MAX TYP. NOTE.' I{-15" -{I -{I 1. FLANGEUNITDIMENSIONS.108'X77'R MAX O.C. IMULLEENCHART Tb A I 4MAX Z NOTSHOWNFORCLARRITINTERIORAND Y. FINISHES, BY( 5 S. SILL RETAINER FULL LENGTHOFSILL 6 1/4" 6 1/4" 15" I MULLION MAX —{ CLUSTER O.C. 7" MAX TYP. 10" MAX TYP. 4000 ALUMINUM SINGLE HUNG TWIN WINDOW EXTERIOR VIEW F^P M=rer eun AlemuoVMAr M Tv urerAn Anna plo Wnnn lucreu Anna DESIGNPRESSURERATING IMPACTRATING .185.OPSF SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4AND HVHZ FOR OTHER UNITS RATINGS SEE CHART#I —4 F-- 7/16" MEETING RAIL CLUSTER SEE CHART #3 4 9/16" MAX TYP. ANCHORS TO BE EQUALLY SPACED FOR NUMBER OF ANCHORS REQUIRED SEE CHART #3 THIS SHEET. DESIGNPRESSURERATING IMPACTmmc t59.1PSF SMALL MISSILEIMPACT MISSILE LEVEL D, WIND ZONE 4AND HVHZ FOR OTHER UNITS RATINGS SEE CHART 62 15/16" 1----1 FORA Frame Height 61 on) Pna 3000 120.0 moo 120.6 42.00 120.0 48.00 1210 54.00 12D.0 MW 120.0 KO0 1W.0 ]100 120.0 7e.00 120.0 Frame Height 6t (In) Pos 9000 125.0 3&o0 720A 4200 12011 46.00 120.0 6AW 12011 6000 1IDA G&W 106.4 ]200 1 02 Teo6 fis.o k 41 9 M Fit HEI 53" MAX FRAME WIDTH 15" 4' MAX O.C. '{ , G 4" MAX 4 7/8" MAX L— 9 1/2'O MAX O..C. t 1 sD -- — i --I -- — -- nx 5 tME GHT i MEETING RAIL 6_1/4- 6 r 18 l 1/4" _ 18 CLUSTER SEE CHART b6 � �� X 9 1/2- MAX G.C. 1 �� 4 3/4" MAX ANCHORS TO BE EQUALLY SPACED FOR NUMBER OF ANCHORS REQUIRED SEE CHART #6 THIS SHEET. MEETING RAIL CLUSTER SEE CHART #6 4 9/16- MAX TYP. 10 9/16" MAX TYP. 1 4000 ALUMINUM SINGLE HUNG ORIEL WINDOW EXTERIOR VIEW 7 9/16" MAX TYP. C. FOR METAL AND MASOP MaWmam design p Frome Knight ea.a 36.0 fin) Poe I Neg I Poe I Neg --Me 120.0 150.0 120.0 15a0 e4o 1m.0 tW 120.o 1Sao B0.0 10.0 1 150.0 I 120.0 I 150A ea0 12D.0 I 150.0 I 12a0 I 15a0 Number ola Flema Height (In) F Rod 3e height �) vent gta height (�) 3a00 3600 Need Jamb uPPar M.Neg mil rJusfer Jamb lower Head Jamb uPP_ Meding rail dusber Jaml lows 7100 42.00 36.00 3 2 2 2 3 3 3 2 64W 4a00 36.00 3 3 2 2 3 3 3 2 aam 54 00 30.00 3 3 2 2 3 4 3 2 Sam mw Saw 3 1 4 1 2 1 2 1 3 1 4 13 2 R WOOD, METAL AND MASONRY=NCRETE INSTALLATION FOR WOOD INSTALLATION OESIGNPRESSURER47ING IMPACTRATING DESIGN PRESSURE RATING IMPACTRA77NG I A S M FIR HE 53' MAX FRAME WIDTH - 4iMAX]TMA DC. X B -{ 4 7/8" MAX ' 9 1/2' O MAX D.C. I - -MEETING L 6 1/4- 16 1/4" CLUSTER SEE 18 i 18 CHART #9 6" 4X 1ME GHT -J -InI�----- 9 1/I2" MAX O.C. 4 3/4" MAx v 4" MAX 4000 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW ANCHORS TO BE EQUALLY SPACED FOR NUMBER OF ANCHORS REQUIRED SEE CHART #9 THIS SHEET NOTE.• 1. FLANGE UNITDIMENSIONS: 54•X97'TIP TO TIP 2. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLAR?l: 3. NO FASTENERS INS" ATSWGLEUNITS ONLY. 4 9/16' MAX TYP. r 7 9/16" MAX TYP. 10 9/16' MAX r TYP. MEETING RAIL CLUSTER SEE CHART 99 CHARTV FOR METAL, MASONRY/CONCRETE INSTALLA7 M"Imum design pre=ro capadW (PsO Frame Panel WdM 7n) 30.0 3' 0 420 Q&0 1 Pas ep PCs Nag Poi Neg Poe Nag Pan 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.[ 120.0 150.0 120.0 150.0 120.0 150.0 1200 IWO 120.0 20.0 150.0 12D.0 150.0 120.0 150.0 120.0 150.0 120.[ W.20.0 1500 120.0 i50.0 120.0 150.0 120.0 150.0 t20.0 101 20.0 150.0 120.0 750.0 120.0 150A 120.0 150.0 120.0 120.0 150.0 IM.0 IWO 120.0 150.0 12MO 150.0 120.0 120.0 150.0 120.0 150.0 120.0 150A 120.0 150.0 120.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 120.0 150.0 120.0 150.0 120.0 150A 120.0 150.0 120.0 20.0 150.0 120.0 IWO 120.0 t50.0 1200 150.0 720.0 20.0 160.0 120.0 191.0 120.0 150.0 120.0 150.0 120.0 mmb1 Rona jam 3&ee Might (In( Hm4 'lOp� upper Naotlng mil tluaer '1p� lower Nm0 'IOC apper Nmnng tl"it it tomb a lows, save 3 1 1 2 1 3 1 1 2 1 4 00 3 1 2 1 3 1 2 4&00 3 1 2 1 3 1 3 2 6600 3 1 3 1 3 1 2 66e0 3 2 2 2 2 3 3 2 66.00. 3 2 2 2 ] 3 3 2 7200 3 2 2 3 ] 3 2 aw 3 2 2 3 2 3 2 s 3 2 3 2 3 2 8&00 3 1 3 2 3 3 3 2 eaw 3 3 3 1 2 3 3 3 2 9ZV0 ] 3 1 ] 3 3 3 3 3 8&m ] 3 3 3 3 3 3 14F • PARTS LIST 1® INTERIOR 12 I9 2 01 g 1R 27 10 10 - 31 3 3 11 OR 1 28 _ 28 23 6 oR 3 1 2 � 20 EXTERIOR e HORIZONTAL CROSS SECTION 5 SINGLE UNIT 2 10OR N OR 1 19 71 2 28 ' 31 32 31 11 OR 1 28 ©OR 3131014 /R1 MnRI7AN7 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 FS-06612 FRAME HEAD EQUAL LEG KEYMARK ALUMINUM 6063-T6 2 FS-06613 FRAME SILL EQUAL LEG KEYMARK ALUMINUM 6063-TS 3 FS-06614 FRAME JAMB EQUAL LEG KEYWK ALUMINUM 6063-T6 4 FS-06661 FRAME HEAD FLANGE KEYMARK ALUMINUM 6063-T6 5 FS-06662 FRAME SILL FLANGE KEYMARK ALUMINUM 6063-T6 6 FS-06663 FRAME JAMB FIANCE KEYMARK ALUMINUM 6053-T6 7 FH-06615 FIXED MEERNC RAIL KEYMARK ALUMINUM 6053-T6 8 FH-06616 MEETING RAIL KEYMARK ALUMINUM 6063-T6 9 FH-06617 LIFT PAL KEYMARK ALUMINUM 6063-T6 10 FS-06618 SASH JAMB KEYMARK ALUMINUM 6063-T6 11 FS-06667 7/16- CUSS STOP KEYMARK ALUMINUM 6063-76 -12 FS-06619- I" GLASS STOP KEYMARK__ _ ALUMINUM 6063-76 13 FH-066M VERTICAL IMPOST KEYMARK ALUMINUM 6063-T6 14 FS-04501 HEAD RECESS OOVER KEYMARK ALUMINUM 6063-T6 15 FE-5031 SILL SNAP LOCK KEYMARK ALUMINUM 6063-T6 16 FS-05671 HEAD FILLER KEYMARK ALUMINUM 6063-T6 17 FS-06664 SILL RETAINER KEYMARK ALUMINUM 6063-TS 18 H4000-BL-SL202 SASH LOCK WINDOOR1 19 BLOCK AND TACKLE BALANCE WINDOOR 20 S4000-XX-150 SCREEN HEAD. JAMB AND SILL WINDOOR ALUMINUM 6063-76 21 SID010-BL-220OR SCREEN SPLINE WINDOOR 22 SOV-XX-06DOZ SCREEN CLOTH WINDOOR 23 54080-ML-FBI1 SCREEN CORNER KEY WINDOOR ALUMINUM 6063-T6 24 122003 .187X.350 FNSEAL ULTRAFAB 25 W4000-BL-20218 .187X.300 WEATHERSTRIP FRANK LOWE PROLON 26 W4000-BL-SCE42 1.30OX1.75OX.375 CLOSED CELL PAD TEAM PLASTICS FOAM 27 1220DI .187X.220 FNSFAL ULTRAFAB .187X.240 FNSEAL ULTRAFAB131096 N28122002 16X3/4- SWEEP ATTACHMENT SCREW STNNLESS STEEL +8X1- PAL ATTACHMENT SCREW I STAINLESS STEEL FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 7 - 11 K n 2 D SEE DETAIL E SHEET 13 9) D vi VERTICAL CROSS FLANGE FRAA MEETING RAIL NOT 1" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & SEALANT SEE NOTES THIS SHEET EXTERIOR SILL RETAINER AND #14 CUT -THREAD WOOD SCREW (TWIN UNIT ONLY) BACKER ROD & SEALANT SEE NOTES THIS SHEET METAL STRUCTURE BY OTHERS 1 7/16" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE #14 CUT -THREAD WOOD SCREW INTERIOR BACKER ROD & SEALANT SEE NOTES THIS SHEET EXTE SILL RETAINEI AND #14 SMS 01 SELF DRILLINI SCREV (TWIN UNIT ONLY SILL TO BE SET IN A BED -OF APPROVED SEALANT BACKER ROD & SEALANT SEE NOTES THIS SHEET r 1/4" MAX. METAI I SHIM SPACE cTPI irTl IPI 1" MIN. GE DISTANCE 4" MAX. M SPACE #14 SMS OR SELF DRILLING SCREW )R SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 BACKER ROD & SEALANT SEE NOTES THIS SHEET _ 2 1/2" MIN. EDGE DISTANCE a a Q EXTERIOR SILL RETAINER - AND 1/4" ELCO CRETE-FLEX SS4 (TWIN UNIT ONLY) BACKER ROD a, cCA e.rt 4 1 1/4" MIN. 4' • EMBEDMENT 1/4- MAX. SHIM SPACE 1/4" ELCO CRETE-FLEX CG4 ERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 4" MAX. 1 1/4" MIN. _ EMBEDMENT OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS 1/4" ELCO CRETE-FLEX SS4 e° e 2 1/2" MIN. EDGE a " DISTANCE L NOTE: 1. TNIERIORAND EXTERIOR FINISHES, BY( NOTSHOWNFORCLARRY. P PERIMETERANDJOINTBEALANTBYOTF 1' I WOOD FRAMING OR 2X BUCK BY OTHERS SEALANT BEHIND FLANGE EXTERIOR SILL RETAINER AND #14 CUT —THREAD WOOD SCREW (TWIN UNIT ONLY) SEALANT BEHIND L 1" MIN. EDGE DISTANCE 1_ 7/16" MIN. EMBEDMENT SPACE — #14 CUT —THREAD D SCREW RIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. HIM SPACE METAL STRUCTURE BY OTHERS SEAIAP BEHW FLANC EXTERIO SILL RETAIN AND #14 SMS SELF DRILLI SCRI (TWIN UNIT ONI SEALANT BEHIND FLANGE METAL STRUCTURE ov nrucoc 1" MIN. 1E DISTANCE MAX. SPACE 4 SMS OR LF DRILLING SCREW )R SILL TO BE SET IN A BED OF APPROVED SEALAN' /4" MAX. iIM. SPACE s CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 SEALANT BEHIND FLANGE EX7 SILL RETAINER AND 1/4- ELCO CRETE-FLEX SS4 (TWIN UNIT ONLY) SEALANT BEHIND Fl AN .F I� 2 1/2- MIN. _ EDGE DISTANCE - 1 1/4- MIN. ��- 4 EMBEDMENT 1/4- MAX. SHIM SPACE 1/4" ELCO CRETE-FLEX SS4 1 1/4" MIN. _ EMBEDMENT OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS 1/4" ELCO CRETE-FLEX SS4 ° v 2 1/2" MIN. ° EDGE c DISTANCE !OR SE; BEHIND FL B J, f0 a SILL TO BE SET IN A BED OF NOTE: APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHE NOTSHOKWFOR CLARITY. I PERIMETER ANDJOINTSEALANT DESIGNED WACCORDANW INITI, 1 /4' MAX. 3. PERIMETER TOBESEALED WITH, SHIM CPAr F en vvu�c 2 1/2" MIN. EDGE DISTANCE 1" MIL CONCRETE/ EDGE DIST MASONRY •� • ' BY OTHERS • ° e a WOOD FRAMING 1 1/4" MIN. OR 2% BUCK EMBEDMENT BY OTHERS 1 7/16" OPTIONAL 1% BUCK ME EMBE ME SEE NOTES 3-7 i SHEET 1 BACKER ROD 1/4" & SEALANT MAX. BACKER ROD _ 1/4 MAX' SHIM SPACE SEE NOTES THIS SHEET SHIM SPACE & SEALANT SEE NOTES FAnRlOA THIS SHEET EXTERIOR 1/4" ELCO CRETE-FLEX EXTERIOR INTERIOR #14 _SS4 _ SCREW VERTICAL CROSS SECTION VERTICAL CROSS SECTION CONCRETEIMASONRYINSTALIA7701V WOOD FR4MINGOR2XBUCKINSTALLATI0N J 2 1/2"MIN. EDGE DISTANCE 1" MII EDGE DIS" WOOD FRAMING CONCRETE / •� ° • OR 2% BUCK BY OTHERS'OSIM/ MASONRY °• ' ° ;°• 1 1/4" MIN.' 1 16" MI BY OTHERS a EMBEDMENT EBEDMEN -r 1 OPTIONAL I 1 �q• 1X BUCK SEALANTMAX. SEE NOTES 3-7 BEHINDSHIM SHEET 1 1/4` MAX FLANGE,SPACE SEALANT SHIM SPACE #14 WOOD BEHIND FLANGE 1/4" ELCO CRETE-FLEX CREW SS4 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION c SHEAR BLOCK 35 ALUMINUM 6063-7*6.090" THICK #8 X 3/4" SMS OR SELF DRILLING 1 3/8" �- 1 1/4" _! 16 1 5/16" 36 REINFORCEMENT 37 REINFORCEMENT LUMINUM6005-T61.090"THICK LUMINUM6005-T61.090"THICK #8 X 3/4" SMS OR SELF DRILLING SCREW (2) #8 X 2" PH SMS i RECEIVED 7566- APR 2 9 2819 Orlai Scoff -ml11199 Dep2rtm6n"js St. Lucie County. water Produ -Ravin This Coiitr the,rij Ails t, may., RER' Gontr, This I cone DES( •APP.,] ^reinfo. ' 'nianul "arm SCANNED BY II•DADE St. Lucie County IYIIAMI-DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION NT OFRECsULAT01tY AND EGONONIIC RESOURCES (RER) 11:805.SW 26 Sife'e]4`.I(oom208 t'AND`CODB ADNIIMSTRATIONNI DSION' T (786) 315-2590 F (786) 315-2599 [CE OF ACCEPTANCE (,NOA) ww .mininidade.eov/ecbnomv or,. Incorporated rosterdam drivee o, Florid:02832', DA is being issued under the ;applicable ules,and Fregulations governing the, use of "construction is. The dgcttmentatton'submitted has been-reviewed'.and i—Dk accepted by'Miamade'County ER, ;Control Seotion to $effusedan'Miami-Dade County and otherareas--where allowed by the Authority Jurisdiction'(AHJ): be valid after the expiration, date stated below. The Miami —Dade County. Product :iami-Dade. County) and/or the,AHJ (in areas other than'Miami=Dade County) reserve product or"material tested for,quality, assurance purposes. If this product or material accepts manner, tbe.manufacturer,wilf ineur the expense of such testing andthe AHJ )ke,'modify or suspend4he use o£such product or material withintheir:Junsdiction. ht to revoke this acceptance,, if ih is determined by Miami` -Dade County Product ns'pioduct or: material fails to meet,the requirements of the applicable buff ndog code. ved' as; described, herein,- and has been designed to comply with the Florida.Bui-Wing igh Velocity Hurricane'•Zone. ries " 8100" Aluminum Sliding Glass'Door W/WO. ROnforeements-S.M.I. JiV1ENT:'• Drawing':No._,08-00878, titled "•8100 Series 'SMI: Reinforced & Non- arough 22 of27, including sheets 5A, 6A, 7A, 14Ar 18A; 26A, 21A, 22A, prepared by 2/03/09 with Revis cn'D dated 11%30/17; signed'and sealed. by Luis R. Lomas, P.E., de County Product Control R'evision,stamp with'the,Notice�f Acceptance number and MISSILE, IMPACT. RATING: Small MissileImpact Resistant L MIITATION: 1'. 3-1/2"siil riseritern# 36(slreets 1 1hru 7A) isaimited to positive (exterioc):Dp =+100 PSF, item #37-(4- 1/2 ,) sillriser.io be,used}ab'ove+100 psf, L.ABELI TG Eacli,unit`sh' bear'a,permanentlabel with'the manufacturer's:name or logo; city, state, model/ series, andifollowingstateirients"Miami=Dade County Product Control,Approved',unless otherwise: .noted,nerein . . RENEWAL of tliis.:NOA shall be consideredafter a renewal, application has been filed -and there has-been mo change in the applicablebuilding cod ,,negatively affecting the'perfgariance of this, product. TERMWATION,of this NOA will' occur after, the expiration date or if there has been a revision or change in the;matenals; use„and/or manufacture,'of the product orprocess. Misuse of this NOA as an endorsement of any;'produA_for'sales; advertrsiug or.any�other,putposes shall automatically terminate -this NOA. Failure to comply, with any'section of this NOA shall;be'oause for terminationandremoval ofNOA ADVERTISEMENT The ,NOA numlbr preceded by ahe. word's Miami Dade', County„ IF., and 'followed,; by the expiration date may, be displayed'in.advertising literature. If any portion of the NOA;Is. displayed, then ft shall bo done in its enthrety. INSPECTION: A copy of this entire NOA shall be, provided to the user by the manufacturer or its distributors and shallbe available for inspection at thejob site at the request of the.Building.Official. This N_,QA revhso' NOA,# 15-0,723,10.and consists of this'page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submifted documentation was reviewed by Sifang Zhao;,P. E. NOA No. 17-121907 Mtnni.opoE couNTv / pp., Expiration Date: March 31, 2021 Approval Date: July 26, 2018 Page I WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0209.13) 2. Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non -reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision C dated 06115115, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass, prepared by National Certified Testing Laboratories Inc, Test Report No. NCTL-210-3573-3 dated 07/31/09 and revised and reissued on 12/16/10 and NCTL-210-3573-4 dated 07/30/09 and revised and reissued on 12/16/10, both signed & sealed by Gerald J, Ferrara, P.E. (Note: This test reports have addendum letters dated 08/03/10 &l1/29/10, issued by National Certified Testing.Laboratories Inc., signed & sealed by Gerald J, Ferrara, P.E. (Submitted under NOA No.10-0209.13) - — C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC-2014, dated 07/14/15 and last revised on 03/09/16, prepared, signed and sealed by Luis R. Lomas, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc., for "Kuraray Butacite ® PVB", expiring on 12/11/2016. 3. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for "Saflex CP — Saflex and Saflex HP Composite Glass Interlayer wAPETCO expiring on 11/11/2018. ifang Zhao, P.E. Product Control Examiner NOA No. 17-1219.07 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-1 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2014, 51h edition, issued, prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas, P. E. 2. Statement letter of no financial interest, issued, prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas, P.E. 3. Laboratory compliance statement, as part of above referenced test report. G. OTHERS 1. Notice of Acceptance No. 12-0130.14, issued to Continental Glass Systems, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on 04/09/12 and expiring on 03/31/16. 2. Test Proposal #08-095513 (consolidated) dated 01115109, approved by BCCO. (Submitted under NOA No.10-0209.13) 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non -reinforced", sheets 1 through 27 of 27, including sheets SA, 6A, 7A, 14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision D dated 11/30/17, signed and sealed by Luis R Lomas, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SeutryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. NOA No. 17-0712.03 issued to Eastman Chemical Company (MA) for "Saflex CP — Saflex and Saflex HP Composite Glass Interlayer w/ PET core" (formerly Vanceva), expiring on 11/11/2018. Sifang Zhao, P.E. Product Control Examinor NOA No.17-1219.07 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-2 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13NHTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017)9 and of no financial interest, dated November 30, 2017, issued, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0723.10, issued to WinDoor, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on 04/07/16 and expiring on 03/31/21. Wang Zhao, P.E. Product Control Examiner NOA No.17-1219.09 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-3 120" MAX. FRAME HEIGHT 118 7/16" MAX. PANEL HEIGHT 108 21/32' MAX. D.L.O. HEIGHT 286 1/2" OVERALL TESTED FRAME WIDTH 48" MAX, NOMINAL 40" MAX. PANEL WIDTH D.L.O. WIDTH REINF. REINF. REINF. I 1 I I POCKET WALL 16 6 UNDER SEPARATE y ♦' y M ♦ APPROVAL. TC X I X I X X I X I X BE REVIEWED BY Mi. WEEP SOLOT -­Ir 8100 SERIES 4'O x 10'O SMI SGD TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. (11 ) NON- REINFORCE UNIT W1774 SILL RISER N35 8100 SERIES 4'0 x 10'0 SMI NON -REINFORCED SGD 27RACKLAYOUT 8100 SERIES 4'0 x 10'0 SMI REINFORCED SGD 4T A~I AVAIM DESIGN PRESSURE RATING IMPACT RATING t70.OPSF SMALL MISSILE IMPACT FOR WOOD MASONRY/CONCRETEAND METAL INSTALLATION FORAODMONAL SIZES SEE SHEET 7 REINFORCE UNIT WRH SILL RISER NSAND 037 REIP 1! FOR MASONRY/CONCRETEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET7A AV1TC. DESIGN PRESSURE RATING IMPACT RATING trro.oPSF SMALL MISSILEIMPACT 98' Ff HE 358 1/2" OVERALL TESTED FRAME WIDTH ' 60` MAX. NOMINAL PANEL WIDTH MAX. ]�T 96 7/16" MAX. PANEL I 1 y REINF. «1 A y i REINF. 1 M I REINF. « HEIGHT 86 21/32" X 6 X 6 X 16 X X MAX. D.L.O. I I 11 HEIGHT 6" 70 WEEP SLOT 8100 SERIES 5'0 x 82 SM/ SGD WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES 8100 SERIES 5'O x 8'2 SMI NON -REINFORCED SGD 2TRACK LAVOUT NON- REINFORCE UNIT WITH SILL RISER #35 DESIGN PRESSURE RATING IMPACTRAT/NGI +70.OPSF ^ SHf .. ^ (6) PANELS APPLICABLE TYPICAL ELEVATION EXTERIOR VIEW SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGUI AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIM SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 8100 SERIES 5'0 x 27 REINFORCE UNIT WITH SILL RISER #" d6AND #37 DESIGN PRESSURE RATING IMPACT RATING ti10.OP8F uicclSl riimnrT 120 FF HE 290 3/8' OVERALL TESTED FRAME WIDTH 48 MAX. NOMINAL PANEI, WIDTH 40 MAX. D.L.O. WIDTH / I REINF. / I REINF. MAX. M TIGHT 118 7/16- REINF. H. EIGHT PANEL J ♦ ♦ ♦ ♦ 108 21/32' O O 1 X 1 X X X MAX. HEIGHT D.L.O. 1 6' TO 8100 SERIES 4'0 x i0Y7 SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM P NEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 1 16 1 1 4 8100 SERIES 4'O x 10'0 SMI NON -REINFORCED SGD 48 HEAD 8100 SERIES 4'0 x 1 37RACKLAYOUr 3TR NON- REINFORCE UNIT WITH SILL AISER#35 - REWFORCEUNITWITHSILLRISEF?08ANDRi7" DESIGN PRESSURERATTNG IMPACTRATTNG DESIGN PRESSURE R47WG IMPACTRATING "LL t70.0PSF uccu e r t110.OPSF MISSILEIPACT 98 FI HI 362 3/8" OVERALL TESTED FRAME WIDTH 60" MAX. NOMINAL oc "A. PANEL WIDTH D.L.O. WIDTH REINF. I I REINF. I I % REINF. 96 7/16" EL HEIGHT 86 21/32" O O X X X X MAX. MAX. D.L.O. lit ZAME HEIGHT I I TIGHT � 19 II IIa I 1 8100 SERIES 5'0 x 82 SMI SGD 6" TO UIrro QI nT IrrIVALG6r.YAlIV11 GIL(IIVIl Y1GII (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 1 0 1 16 6 tSMINON-REINFORCED 6 f48HEAD aAk 8100 SERIES SO x 8SGD 8100 SERIES 3i . NON- REINFORCE UNIT ER N35 REINFORCE UNIT WITH SILL RISER #36 AND #3. DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING SMALL SMALL .,r .f70.OPSF OPSF MISSlLEIMPACI 120" MAX. FRAME HEIGHT 118 7/16" MAX. PANEL HEIGHT 108 21/32" MAX. D.L.O. HEIGHT 286 25/32" OVERALL TESTED FRAME WIDTH 48" MAX. NOMINAL PANEL WIDTH C REINF. REINF. s X X/ X 0 I I I 40" MAX. D.L.O. WIDTH REINF. X . 0 6" TO 8100 SERIES 4'0 X 10-0 SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. _ ED 1 NON- REINFORCE UNIT WRH SILL. RISER #m DESIGN PRESSURE RATING IMPACT RATING -&7n npCF --...SMALL - REINFORCE UNIT WITH SILL RISER #35AND #37 DESIGN PRESSURER477NG IMPACTRATING +110.bPSF '.,, aAu. A^r 120" FR HE. 286 25/32" OVERALL TESTED FRAME WIDTH 48" MAX. NOMINAL 40" MAX. I PANEL WIDTH I I D.L.O. WIDTH $ I G REINF. /// REINF. X REINF. WE 6HT / 118 7/16" HEIGHT PANEL S R 108 21/32" 0 O I X I X/ I X X MAX. D.L.O. HEIGHT L= 6" TO 8100 SERIES 4'0 x 10'0 SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIORVIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL I SIZE AND USE VERTICAL CONDITIONS AS SHOWN. NUN- HtIM-UHUL- UNIT WII H SILL HIStH rJb DESIGNPRESSURERAT7NG IMPACTRATING � 7n ADO= SMALL fj ILL REINFORCE UMT WITH SILL RISER #36 AND B37 DESIGN PRESSURE RATING IMPACT RATING +11n.OPSF ^^SMALL ^} 98' FI HI 358 3/4" OVERALL TESTED FRAME WIDTH ' 6U MAX. NUMINAL = MAX. I PANEL WIDTH D.L.O. WIDTH I 1 I I REINF. I REINF. REINF. 96 7/16" MAX. PANEL HEIGHT 1 1 MAX. 86 21/32" 1 0 1 O X X X X ?AME MAX. D.L.O. I 1 TIGHT HEIGHT 1 C 6" TO 8100 SERIES 5'O x 82SMl SGD WCCO CI nT > TVP1r-A1 M FMd 77nM FY=J21nP 111CW y�V (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. NUN• Pitim-unuc UNIT Mill U1LL f11JCH Ad! DESIGN PRESSURE RATING IMPACT RATING REINFORCE UN4T WITH SILL RISER&SAND 07 DESIGNPRESSURERATING IMPACTRATWG t110.OPSF SMALL ulacn F wnerr I [ 98 F H HE 358 3/4" OVERALL TESTED FRAME WIDTH " RAME UU MAX. NUMINAL PANEL WIDTH D.L.O. WIDTH 96 7/16" MAX. PANEL GHT I REINF. G 4 I REINF. I REINF. MAX. 86 21/32" O O X X X X MAX. D.L.O. I S 11 I I I 6 (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES USE VERTICAL CONDITION DESIGN PRESSURERA77NO IMPACT RA77NG SMALL UNLIMITED CONFIGURATIONS IS NOT EXCEED MAXIMUM PANEL REINFORCE UNIT WITH SILL RISER #36AND M37 DESIGN PRESSURE RATING IMPACT RATING f110.0SF SMALL enecn r iluaarr k ■�§■■■§., ! $|■ •|■ ` !!!-#§B!� §||\§§|!, §!§#§§ ■|§§■§! -!|§@@!• |it �§|■■!§. ! � `|!!4E �§!■!§■, ! ��� E!! ;!§■!§§. �§ !§■§!� ...MEMO | '.•§■§§!, ! ••!�!!.° � §"§§m!■ !| t ■�■!\■■!2 !|| |!|■!■!. ■ ��. �I� !E§!!§!■� �!!!■§|. !§!||@!■�$ki` !!■■■■!�£|$| a■§!§§#■�«|\ I!|_ !|■r!|! || ■ � , a§§!|§■ !!||■ ..z!§§■, .••!!■|■ •■�!!.� 24" MAX SEE ANCHOR CLUSTER 18" MAX DETAIL, SHEET 10 O.C. 6' MAX. TYP. TYPICAL L/ 1 6" MAX. T TYP. i- 16" MAX. O.C. TYP. z z I--E E to SEE NOTES 1 & 2 SHT 8 6" LTYP.p. 4 MAX. TYP. 4PANEL UNIT 0 Z QU Lj Ir c Z U J HEAD INTERMEDIATE ANCHORS 1TYPICAL Q — SEE NOTES 1 &2SHT8 6" MAX. TYP. I 120" Y MAX. HEIGHT SEE NOTESI 1 &2S14T8 6" MAX. TYP. i . . ,` I .�v , . ,` ,_ ,-y � i SEE ANCHOR CLUSTER SILL 4" MAX. DETAIL, SHEET 10 • INTERMEDIATE ANCHORS Typ' TYPICAL TYPICAL ICHORING LAYOUT NON -REINFORCED AND REINFORCED UNITS APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN Number of anchor locations required at am s, head, sill and mullion cluster anchors per /acaBon for 2 track, 3 back and 4 back, 3 anchors perlocatfon for S back Height nN Single Panel Nadth17n1 24.0 SRO 310 1 42.0 1 4&0 840 Sao Jambs H&SJambs H&S u Jambsi H&S Iduster JambsHAS uaf Jambs H&S—IctuawiJambsi H&6 ambs H&S cluster SRO 8 1 4 6 1 4 a 2 6 8 2 8 6 9 8 6 3 8 6 3 8 860 6 1 4 6 1 4 6 2 6 6 2 8 6 3 8 8 3 6: 6 3 8 B&0 7 1. 4 7 1 4 7 2 8 7 2 6 7 3 6 7 9 s 7 3 6 98.0 7 1 4 7 1 4 7 2 8 77 2 8 7 3 8 7 3 6 7 3 6 10&0 7 1 4 7 1 4 7 2 6 7 2 8 7 3 6 7 3 6 ANCHC 1. FF EP Al' 2. AL Or 3. FC 1X SL SL SE DE 4. FC Gf SL SL DE 5. SF SF AL 6. AL 7. IN: ME Us SF A. B. C. rT! 1 24" MAX SEE ANCHOR CLUSTER 18" MAX D.C. DETAIL, SHEET i10 6" MAX TYP TYPICAL 6" MAX. T TYP. J� 16" MAX. O.C. TYP. _ — m Q SEE NOTES 1 &2A SHT 91 6" MAX. T " 4 4" MAX. TYP. HEAD INTERMEDIATE ANCHORS . T�PICAL 0 0 0 E E 0 0 0 U U U QJ J QJQ U U V > -fCSEE ANCHOR CLUSTER DETAIL, SHEET 10 TYPICAL SILL INTERMEDIATE ANCHORS TYPICAL SEE NOTES 1 & 2 SHT 9 6" MAX. TYP. F11 O.C. TYP. a 98" MAX. HEIGHT Y o Ll EE NOTES =&2SHT 6" MAX. f TYP. I rI 4 1 /4" MAX. "'111 III"'�� TYP. 50 x 8'2 ANCHORING LAYOUT NON -REINFORCED AND REINFORCED UNITS 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN Number of anchor locations required at Jambs, head, Sill and mullion duster 12 anchors per location fbr 2 track, 3 track and 4 track, 3 anchorsper location for 6 track) Hdght 2" 30.0 3&0 single Panel Width (in) ! 42.0 4&0 8{.0 Sao fin) Jambsi HAS Fu—sW Jombs e HdS 1 Id!!5w 4 Jambs 6 H&S 2 IdusMVambsI B 1 6 H&S 2 B Jambe B H&S u mbs H85 mbs HAS user SaoM14 Boo6 1 4 B 2 6 16 2 6 6 3 6 6 3 B) B 3 6 0&07 1 4 7 2 B 117 2 6 7 3 6 7 3 6 7 3 6 Vag7 1 4 7 2 B . 7 103.0 ANCHC 1. FF EA St SII 2. AL Or 3. FC SE CF MI DI! SI- 4. FC 2C SL SL IN' 5. SF SF AL 6. AL 7. IN' At SF MI A. B. C. Cil L 14 31 T17111Kilo] Mom US) I 4" MAX. 4" MAX. 4" 4" 4" MAX. MAX. 4" MAX. MAX. " o CLUSTER DETAIL 2-TRACKSYSTEM &TRACK SYSTEM VERTICAL CONDITION 4" MAX. 4" MAX. MAXMAX. MAX� 2 3/S" 4" 7 1/S" 4 3/4" SEPARATION 4 3/4" S PAATION r SEPARATION SEPARATION 2 TACK . 3 TRACK • ' " 1 4 TRACK 1 I 1 1 2 3/16" I II 6 4 SEPARATION 4 9/16" SEPARATION SEPARATION SEPARATION HEAD & SILL ANCHOR LOCATIONS SEE DETAILS IN SHEETS20, 20A, 21, 21A, 22 AND 22A SEE CHARTS ON SHEET 8 AND 9 FOR CLUSTER ANCHOR QUANTITY REQUIRED 4" MAX. —JJJ 4" I MAX. MAX. II — CONDITION 2 TRACK l" MAX. 2 3 6 3" J SEPATA ION 4X MAX.A CLUSTER DETAIL CLUSTER DETAIL 4-TRACK SYSTEM 5•TRACKSYSTEM —T 4 3/4" 4 3/4" I P O3OHOdWIRH 77MG y�D l4 .b/l .9L/6arc dOdN13d zB £b ZS Nd33X3 V31 „9L/£ 'd5 afV .9/£ . L S.UNn L,3OUMNIMPNON 8030dOdN13H .lOVdW1371SSIW 77yns 3dA.LD OM.za £b ZS HOIH31%3 dW31 .9L/£SH J.M' 30VdS .9/£ VO .l S11Nn 030dOdN13H-NON 9 aSOdO6Nl3d J.OVdm 371SSi{N 77VW8 V RAI DNIZV7D ze SS 89 £4 - Z9 _ 3U8 SSYIO .L IHO�d31N1d31N1 - UO1d31X3 SH ..9L/£ INdVdnN )J3 dW31 ,9L/f BAd 1011SOdl .090' SH .90: 30V8S aro ,9L vo .L yl-f909 NnMNnN 9L-f9o9HnMNnN 91-C909 NnMHON 91-f909 NOMHON B1-£909 NOMWONssV 91-C909NOMNnNaO1d31X3 91-C909 NnMHn7d 91-C909 HnMHnN 91-f909 NfIMF9nN91-f909 NnNinnN£ NOUN•V'O 91-f909 HnMNnN 91-f909 HnMnnN 91-f909 HnMHnN 91-f909 NnMNnN 7L-f9o9 HnMNBN 91-i909 YIfIMY1nN 91-CS09 nmrinN 91-f909 nmy1nN 91-C909 NnMNnN 91-C909 MMHnN 91-009 NnMMN 91-C909 IION9VON 91-f9o9 iminN 91-C9o9 N WIV 91-C9o9 pumnN 91-009 w M ally 91-f909 PInMHnN NWN13N I83SNI OW n S 9zzzo-sd NWM7N 83M0 dvNs Noola3LM mo-s3 NWM7N IM3 M301!l31NI MaS NMd 991Y0-s3 7mN3N MOOI83W1 31aS NMd isno-9d NWM7N ISSNI BIM' H3dnno LYLN-Sd .bf'Z + ,S' + .Nil 0Vd ISM Ntl699Ld 7WM3N 13Sd30 -IN To Una 37M Szoo-H3 NWWAM 13S330 •1N3 311LS UAS 3M1 0960-W NWM3N 13S.UO •IN3 MS 190 31M L9LY0- U mynkN 31LLS N301a3110 Y4050-H3 >IWHA7N 310 No01 ILBLO-HI MIM 13Wd OdN NWH13N INH NO110S TIY1 99LY0-SA 7WM3N lw HOILOB LZLW-M NWT TM d01 69BLO-M x8mx Id35Nl BNW 3NVW CBBLO-SA NWM7N 18MM WH 3%tM3 z99lo-sl 71WM3N IMSNI MS NOM Y YZIN-S NWNA3N NVd MIS XJVdl Y NM-S NWWAlN BNW 3m NOWIl Y OLOZO-s! NWM7N GM 3MW AOtla1Y ILOZO-Si NWM3A l83SM TILS NOWlL C LLLN-S NWH13N Wd TIIS NOVal f Mot-S NaVHI3N BMT 3ma3 NOVA! f l9lzo-si NWWA3N av3H 3flIM! NOWIL C OBLZO-SI MWM7N BNW 3WVa3 mom S CZLZC-1 NWW)l 003H 3YNa3 NOVal 9 MU-1 Ndmx Ia35M ills sm NMI z IZIN-S NWM7N Wd TITS SMSN N0V 11 Z 61P" )IWHI3N BWW' 3HVa3 SAL N0V41 z 9200-SI NWHATN GUH 31Na3 sM NOVaL Z 149Yo-V /dnNVW NOLLdIMO530 a39WfIN 1Ntld 1sn scrod PARTS LIST - PARTS LISTCONTINUED FROM SHEET 11 57 72 7 50 72 57 MT SCREEN VERTICAL CROSS SECTION TIOBEUSEDwrrH4"mcx NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 43 FS-01879 1' HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063-T6 44 FS-01880 1' VERTICAL GLASS STOP KEYMARK ALUMINUM 6063-T6 45 FH-02642 6000 BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6063-76 46 FH-D5045 INTERLOCK REINFORCING BAR KEYMARK ALUMINUM 6063-76 47 FH-03918 FEMALE BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6063-76 48 FS-02210 FRAME HEAD COVER KEYMARK ALUMINUM 6063-T6 49 FS-02208 SILL COVER KEYMARK ALUMINUM 6063-T6 50 SCREEN SPLINE 51 7P983 9/16' GLAZING VINYL VINYL 52 TP1051 1' GLAZING VINYL VINYL 53 #1988-9000 TANDEM ROLLER 54 2468 DUAL POINT MORTISE LOCK & HEEPE 55 TP990 GLASS SETTING BLOCK 56 TP876 INTERLOCK BUMPER RUBBER 57 W333517K0000 FWSEAL .187 x .350 58 W332217K0000 FINSEAL .187 x .240 59 W231417KD000 FTNSEAL .187 x .140 60 131017 18 x 1/2' PH TEK SCREW 61 S-44115 2 TRACK NS INSERT 62 131018 #8 x 3/8' PH TYPE B SS 18-8 SS 63 131004 #10 x 1 1/4' TYPE F SS 64 131020 g7 x 5/8' PH TYPE A SS 410 SS 65 131D11 #8 x 2' FH TEK SCREW 410 SS 66 131009 110 x 3/4' FH TEH SCREW 410 SS 67 LCS068-NS SNAP W SILL GATE PLASTIC 68 SIKAFAST 552 GLAZING COMPOUND SIKA URETHANE 69 7-32122 5 TRACK SILL PAN KEYMARK ALUMINUM 6063-T6 70 S-44120 2 TRACK NS/WS RETRO SILL PAN KEYMARK ALUMINUM 6063-T6 71 SMI GLAZING SEE SHEETS 11 72 FH-D2727 MT SCREEN TOP/BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 73 FH-02728 MT SCREEN STILE KEYMARK ALUMINUM 6063-76 74 FH-02729 MT SCREEN STILE W/SEAL KEYMARK ALUMINUM 6063 T6 EXTERIOR 7 & SEE NOTE SHT. 14 SEcnoN D PLAIN STILEAT 3 TRACKJAMB FIXED PANEL NOTES: 1. FIXED PANEL TO JA FIXED PANEL IS SEUF CLIP IS LOCATED 24" UP. EACH Z—CLIP IS SCREWS AND THEN n TEK SCREWS. SECTIOI SHOW A FIXED PANEL 2. FIXED PANEL TO B TWO FIXED PANELS A THERE IS A ROW ON PACED 4" FROM THE SECTION D SHEET 14 AND SECTION CC SHE NOTE: crc cuccrc on one SECTION J REINFORCED INTERIOR FIXED BUTT STILE TO LOCKSTILE SEE REIN. NOTE SHT. 15 INTERIOR SEE RIN. NOTE SHT. 15 EXTERIOR SECTION L REINFORCED INTERLOCKSTILETO REINFORCED 1NTERLOCKSTILE Jac SHT. 15 EXTERIOR NOTE SECTION M 15 REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE 80 47 SECTION P NnN.RFlNFnRCFD INTERIOR FIXED BUTT STILE TO LOCK EXTERIOR SECTION R NON -REINFORCED INTERLOCK STILE TO NON -REINFORCED INTERLOCK STILE No 51 42 EXTERIOR 18 OR OR 52 : SHEETS 7 & 7A 011384 OR SILICONE SEALANT SEE NOTE SHT. 14 VA , L, „V, , SEE NOTE OUT 49 SECTION EE PLAM STILE AT 3 TRACKJAMS 1A SEE NOTE CUT 1 d SEE NOT SHT. 1 SEE SH1 SHEETS 7 & 7A OR O OR ONE ANT SEE INTERIOR EXTERIOR SECTION DD SEE NOTE A48HEADNON-REINFORCED FIXED PANEL SHT. 14SILL TO FIXED PANEL AND INTERLOCK IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS 1 OF SILL TO BE SET IN BED OF APPROVED SEALANT OR 2 1/2' MIN. J 2 3/8" MIN. EDGE DIST. I SEPARATION I. 4 rMASONRY/CONCRETE BY OTHERS 1 1/4" MIN. p EMBEDMENT 1/4 "MAX. ASHIM ` 1/4" ELCO CRETE-FLEX SS4 EXTERIOR —r IAITFRIOR 1 1/4" MIN. EMBEDMENT 1/4' ELCO CRETE-FLEX S54 SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS B & 9 2 3/8" MIN. SEPARATION 2 1/2" MIN. EDGE DIST. 1X BUCK BY OTHERS, 1X BUCK TO BE J PROPERLY SECURED (SEE NOTE 2 SHT. 1) FASTENER HEADS 2TRACK F TO BE COVERED 1XBUCKTOM WITH APPROVED NOTE: SEALANT CONCRETE SUBSTRATE INSTALLATION F- ANCHORAGE SIMILAR FOR 3 TRACK AN SEE SHEET 10 FOR O.C. ANCHOR SEF 2 1/2' MIN. EDGE DIST. 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SKT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS 1/4' ELCO CRETE-FLEX SS4 SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT MASONRY/CONCRETE BY OTHERS 1 1/4' MIN. EMBEDMENT 1/4•MAX SEE NUMBER OF ANC SHIM REQUIRED AT J PER TABLE SHEETS 8 1/4" ELCO CRETE-FLEX SS4 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT I SEI A SEI 2 1 ED I" MIN. EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALAM OR NON -SHRINK GROUT 4 3/4" SEPARATION X 1 5/8" MIN. EMBEDMENT 1/4" MAX. SHIM #14 WOOD SCREW =Y =mino --- Y 'ARCelnq FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 1 5/E EMBE DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 4 3/4" SEPARATION 1" MIN. EDGE DIST. 1— SEE NUMBER OF ANCHO REQUIRED AT JAM PER TABLE SHEETS 8 & NOTE: 2X BUCK/WOOD FRAME TRACK SHOWN. ANCHON TRACK SYSTEMS. SEE SI SEPARATION. 1" MIN. 4 3/4" SEPARATION 4 3/4" SEPARATION EDGE DISTi i- i— DOUBLE 2X BUCK/WOI FRAMING BY OTHERS.: BUCK TO BE PROPER SECUR' (SEE NOTE 2 SHT. BACKER ROD A APPROVED SEALA BY OTHE #14 W001 SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT )UBLE 2X BUCK/WOOC AMING BY OTHERS. 2X 1 inv m nr nnnnrni v 4 31 3EPARt I 4 3i SEPARJ 1" M EDGE T I 1" MIN. EDGE DISf. 7 1/8' SEPARATION DOUBLE 2% BACKED )GA. STEEL FRAMING BY OTHERS EE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS Q U EXTERIOR INTERIOR #14 WOOD SCREW 1/4' MAX. SHIM 1 5/8' MIN EMBEDMENT 1 5/ EMBE DOUBLE 2% BACKED � 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) #14 WOOD SCREW 7 1/8. SEPARATI 1" MIN EDGEDIE I II III- FASTENER HEADS NOTE: �Ij TO BE COVERED WOOD BACKED SL TO BE SET FOR 4 TRACK IN BED ILOF APPROVED Y SEALANT APPROVED 3 TRACK SYSTE SEALANT OR SEPARATION. NON -SHRINK GROUT %k BACKER ROD AND APPROVED SEALANT BY OTHERS DOUBLE 2% BACKED 20" STEEL FRAMING BY OTHERS CMOC/ �n1 EM DOUBLE 2% BACKED 20GA. STEEL FRAMING 1/4" MAX.. BY OTHERS SHIM (SEE NOTE 2 SHT. 1) #14 WOOD SCREW 4- 3/4". SEPARATH INTERIOR 4 3/4" SEPARATC FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 1 1" M EDGE I 1.SLB" T 1 5/B" MIN. 1/4" MAX. EMBEDMENT SHIM 1 � _L 1" MIN. r-� EDGE DIST. INTERIOR EXTERIOR POCKET HOOKSTRIP WOOD SACKED20 GA. STEEL STUD INSTALLATION #14 WOOD SCREW 1 /4" MAX. SHIM DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) (SEE NOTE 2 SHT. 1) 1 5/8" MIN. EMBEDMENT 1 POCKET HOOKSTRIP RX SUCK/WOOD FRAMEINSTALLATION /I 1" 'MIN. EDGE DIST. 1X I (SI #14 WOOD 9 11/32" 1 3/4- rT L 11 @ 4 TRACKFRAMEJAMB ALUMINUM 6063-76.075'7MCK 11 4 TRACK FRAME HEAD ALUMINUM 6063-T6.075-THICK 9 27/32' 3/4" 13 4 TRACK SILL PAN ALUMINUM 6063-T6.075'THICK 9 5/64- I" 1 11/64" 45/6- F II II 32 PANEL STILE JAMB INSERT ALUMINUM 6063•T6.075' THICK 27/32" 8 15 FRAME HEAD INSERT A! UM/NUM 6063-T6.060' THICK �1 2 23/64" {� 45/64'� 27 BUMPER JAMB INSERT AL UMW UM 6063-T6.060' THICK t3/ts' II'=s,F'J� ��ti••riL_Jl�•v�ll `I ��'f .161/64 ," 14 444TRACK SILL INSERT�� ALUMINUM 6063-T6.075'TH/CK 3/16" ' 1 39/54" INTERLOCK r SNAP COVER ALUMINUM 6063-T6.051 "THICK 2 13/16' 3 9/32' --{� .....,. T �I35/64' 24 MALEBUTTSTILE 3 1/2" --I "'1 1 3/4' L- 1 1/64" 1 5/8^ 1 3/� n � 7/ ' 1T8•/s'1 J_ 2 5/16" 2 23/32' 2 19/32 g19/f6°NOAIZONTi GLASS STOP ALUMINUM 606346.070" ; 22 INTERLOCKSTILE 78 BOX SCREEN ALUMINUM 6063-T6.080'THICK 73 SCREEN 0MT 7/32" STILE TOP/BOTTOM RAIL ALUMINUM6063-T6.062°THICK ALUMNUM 6063-T6T6.060'THICK T— � 1 39/64° T-N1 9/64" I 1/g• ' 3/4" - - 44 ! ° VERTfCAf GLASS STOI 1 _ _ ALUMINUM 606YTb 20 2 l9/32' 21 LOCKSTILE 3' 1 5/6' ALUMINUM 6063-T6.060'TH1CK `- 7/32 1 I-- 2 47/64" -1 T—fit I I L LH73 BO STILEEEN 43 !°NORIZO, 1/4" 1/6. @ MT SCREEN ALUMINUM6069-TB.062•THICK GLASSS' 2 11/64' TOP/BOTTOM RAIL ALUMINUM6063.71 ALUMINUM 6063-T6.060'THICK 1 31 /64" -{ 1 3/4" 1 3/32" 1 21/32" _ 47 FEMALE BUTT STILE T Z REINFORCING BAR ALUMINUM 6005-15. 125" THICK 79 BOX SCREEN L q2 -I 2 11/3z" 2 1/2' ASTRAGAL 9UL-ASSS ALUMINUM QLASSS 1 23/32" ALUMINUM 6063-T6 E1/4l—i 45 64"i1/64' /2 5/64" - 3 6 3/6° Ta MT SCREEN 1/8' 1 37/641/2'�- A 1 29/32" �- STILEW/SEAL -F 1/4' ALUMINUM 6063-T6.060'TMCK as INTERLOCK 45 6000 BUTT STILE (78� BOX SCRE 1 1/4" 11 35/64" 11 23/32" 3/4" 1 O5 5 TRACK FRAME HEAD ALUMINUM 6063-T6.075' THICK 12 7/32" 41/64" -� s9 5 TRACK SILL PAN ALUMINUM 6063-T6.IW THICK Qs 5 TRACK FRAME JAMB 61 /64" ALUMINUM 6063-T6.075• THICK 11 29/54" 3/4" 81 5 TRACK SILL INSERT