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HomeMy WebLinkAboutPRODAPP (3)M IAM DADS MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy WinDoor, Inc. 7500 Amsterdam Drive Orlando, FL 32832 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series 114000 (SG)" Aluminum Single Hung Window - S.M.I. APPROVAL DOCUMENT: Drawing No. 08-02217, titled "4000 Aluminum Single Hung Window SGP Equal Leg and Flange - SMI", sheets 1 through 13 of 13, dated 09/05/13, with revision C dated l l/29/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E., bearing the Miami -Dade County Product Control Renewal 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 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 renews NOA# 174219.28 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. e , � NOA No. 19-0130.04 Expiration Date: March 27, 2024 Approval Date: March 07, 2019 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 C dated 11/29/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-210-3883-01, dated 08/13/13, signed and sealed by Gerald J. Ferrara, P.E. (Submitted under NOA No. 134917.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6t11 edition (2017), dated 11/29/17 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. 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 6th Edition (2017)9 and of no financial interest, dated 11/29/2017, issued, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. NOA No. 15-0723.06, issued to WinDoor, Inc. for their Series "4000 (SG)" Aluminum Single Hung Window - S.M.I. approved on 04/07/16 and expiring on 03/27/190 Sifang Zhao, P.E. Product Control Examiner NOA No. 19-0130.04 Expiration Date: March 27, 2024 Approval Date: March 07, 2019 E-1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. 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. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6' Edition (2017), and of no financial interest, dated 01/23/2019, issued, signed and sealed by Anthony Lynn Miller, RE G. OTHERS 1. NOA No. 174219.28, issued to WinDoor, Inc. for their Series 4000 (S(j)" Aluminum Single Hung Window - S.M.I. approved on 03/08/18 and expiring on 03/27/190 Sifang Zhao, P.E. Product Control Examiner NOA No. 19-0130.04 Expiration Date: March 27, 2024 Approval Date: March 07, 2019 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 IX 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. 1 1, 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 AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, TABLE OF CONTENTS SHEET N0. � DESCRIPTION 1 I NOTES 2 — 4 ELEVATIONS i 5 — 6 CROSS SECTIONS � 7 — 11 INSTALLATION DETAILS l 2 — 13 1 COMPONENTS REVISIONS DESCRIPTION C I REVISED PER NEW REQUIREMENTS DATE 11/29/17 15. FOR ANCHORING (NTO WOOD FRAMING OR 2X BUCK USE �14 CUT —THREAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 " MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS. OR SELF DRILLING SCREWS MINIMUM GRADE 5 WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION ET DAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT, 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 16GA, 33KSI OR ALUMINUM 6063—T5 1/8 " THICK MINIMUM PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19-0130.04 Date 03/27/2024 W111D00� INCORPORATED 7500 AMSTERD..�J.VI DRIVE ORLANDO, FI, 32832 Phonc. dU7.481,8400 Nix: am.asi.n'5 wum %dndoorinc.com 4000. ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG. AND FLANGE — SMI NOTES , DRAWN: DWG N0 N.G. 08-02217 NTS (DATE 09/05/13 I s"EEr 1 OF 13 REV C APPROVED R.L. SIGNED: 02/19/2018 V4.1. ENS�p'..9CS' No: 62514 _ STATE~ 4F '''ram •'•'t,�QRSi3P,.-'�'��� 11111100 4" MAX 4 7/8" MAX 9 1 /2 f, MAX O.C. MAX76 FRAM E HEIGHT MEETING RAIL CLUSTER SEE CHART #3 4 7/8" MAX r 4" MAX 107° MAX FRAME WIDTH 15 7 1 /2" MAX TYP. " MAX 4 1 /2" MAX TYP, O.C. MULLION CLUSTER SEE CHART #3 15" MAX O.C. REVISIONS NOTE: 1. FLANGE UNIT DIMENSIONS: 108"X 77" TIP TO TIP REV DESCRIPTION 4" MAX 2. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, C REVISED PER NEW REQUIREMENTS NOT SHOWN FOR CLARITY. 8 3. SILL RETAINER FULL LENGTH OFSILL 1 1 6 1 /4 6 1 /4" 6 1 /4" 16 1 /4 - " 18 18 18 i 18 1 Q 1 X 1" -- --1 - 1 MULLION --''- CLUSTER 7" MAX TYP, 10" MAX TYP 4000 ALUMINUM SINGLE HUNG TWIN WINDOW EXTERIOR VIEW Ff)P AAFTAI AIVi7 AAA.gnAlPY1rnAlrRFTF /N.^tiTAI I ATInN FOR WOOD INSTALLATION .DESIGN PRESSURE RATING IMPACT RATING MISSILE LEVEL D, WIND ZONE 4 AND HVHZ FOR OTHER UNITS RATINGS SEE CHART #1 7/16" 035" SENTRYGLAS _ BY KURARAY EXTERIOR 3/16" HS 3/4" BITE GLASS A INTERIOR MEETING RAIL CLUSTER SEE CHART #3 MAX TYP ANCHORS TO BE EQUALLY SPACED FOR NUMBER OF ANCHORS REQUIRED SEE CHART #3 THIS SHEET, DESIGN PRESSURE RATING IMPACT RAT 035" SENTRYGL� SIKA 552 BEDDING MISSILE LEVEL D, WIND ZONE 4 AND HVHZ FOR OTHER UNITS RATINGS SEE CHART #2 GLASS 8 SAP vuM R SYSTEM BEDDING DATE 11/29/17 CHART #1 FOR METAL AND MASONRY/CONCRETE INSTALLATION Design pressure (psi) Frame Frame width (in) Height 60.00 7200 04.00 96.00 107.00 (in) Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg 30.00 120.0 150.0 120.0 150.0 120,0 150, 0 120.0 150.0 120.0 150, 0 36.00 120.0 150.0 120,0 15040 120.0 .150,0 120,0 150.0 120.0 139A 42.00 120.0 150,0 120,0 150.0 120,0 150,0 120.0 141.5 120,0 123A 48. DO 120.0 150.0 120.0 150.0 120.0 150,0 120.0 12940 111.9 111.9 54.00 120.0 150,0 120,0 150.0 120.0 144.8 119.E 119.E 103.2 103.2 60.00 120.0 150.0 120.0 150.0 120,0 136.9 112,6' 112,6 96.5 9605 66.00 120.0 150,0 120.0 135,2 120.0 121.3 107.2 107.2 9t3 ]91...3 120.0 136,9 120,0 120.5 108A 108.4 98,6 98.6 87.2 872 7B.00 120.0 128.0 112,2 112,2 101.0 101,0 92,0 92.0 85.0 85.0 CHART #2 FOR WOOD INSTALLATION Design pressure (psa'7 Frame Frame width (in) Height 60.00 72.00 84.00 96.00 107.00 Mqu (in) Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg 30, 00 120,0 118.2 120,0 118.2 120,0 118,2 120.0 118,2 11243 112.3 36.00 120.0 118.2 120,0 118.2 120D 118,2 110A 110A 96,7 96,7 42.00 120.0 118,2 120,0 118.2 117.1 117A 98.4 98A 85.8 85,8 48.00 120.0 118.2 120,0 11842 107,6 107,6 89.7 89.7 77.8 .77,8 5400 120,0 118,2 120D 118.2 100,7 100,7 83.2 83.2 71.7 71,7 60.00 120.0 11842 106.4 106A 95.2 95,2 78.3 78,3 67.1 67,1 68,00 10604 106A 94,0 94,0 8443 84.3 74.5 74.5 6305 63,5 72.00 9542 95,2 83.8 83.8 75A 75A 68.5 6845 60.6 60,6 76.00 8940 89,0 78.0 78:0 70.2 70,2 64.0 6440 59,1 59,1 CHART #3 APPROVED R.L. Number of anchor locations required Frame width (in) Frame 60.00 72,00 84.00 96.00 107,00 Height (in} HAS Jamb Meeting rail cluster Mullion cluster H&S Jamb Meeting rail cluster mmmmm Mullion cluster H&S Jamb Meeting rail cluster Mullion cluster H&S Jamb Meeting rail cluster Mullion cluster H&S Jamb Meeting rail cluster Mullion cluster 30A0 1 1 2 2 1 2 2 2 1 2 2 2 1 2 3 2 1 2 3 36.00 1 1 1 2 2 1 2 2 2 1 2 3 2 1 2 3 2 1 2 3 42A0 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 48.00 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 2 2 2 3 5A.00 2' 2 2 3 . 2 2 2 4 2 2 2 4 2 2 2 4 2 2 2 4 60.00 2 3 2 4 2 3 2 4 2 3 2 4 2 3 2 4 2 3 2 4 66.00 2 3 1 4 2 3 2 4 2 3 2 4 2 3 2 4 2 3 2 4 72.00 2 3 1 4 2 3 2 4 2 3 2 4 2 3 2 4 2 3 2 4 76A0 1 3 1 4 2 3 2 4 2 3 2 4 2 3 2 4 2 3 2 4 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19=0130.04 Wi�Doo� IN'CORPORATFD 7500 r111IS'IBRDAAZ DRIVE ORLANDO, FL 32832 Phonc: 407.481.8400 Fu:ao505 wvvw.windoorinc.com 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE - SMI Expiration Date03/27/2024 TWIN .ELEVATION & GLAZING DETAILS Miami -Dade Product Control N.G. SCALE NTS DWG N0. REV 08-022'17 C DATE 09/05/13 SHEET2 OF 13 SIGNED: 02/19/2018 53 MAX FRAME 15" 4" MAX MAX O.C. 4 7/8" MAX 9 1 /2" MAX O.C. 96" MAX FRAME HEIGHT MEETING RAI L CLUSTER SEE CHART #6 5 9 1/2 " X MAX O.C. I 4 3/4" MAX I I +0 WIDTH 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. 4000 ALUMINUM SINGLE HUNG ORIEL WINDOW EXTERIOR VIEW FOR WOOD, METAL AND MASONRY/CONCRETE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING + 120. 0% 150.OPSF SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ FOR OTHER UNITS RATINGS SEE CHART #4 NOTE: i. FLANGE UNIT D/MENSJONS : 54"X 97" TIP TO TIP 2. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 3. NO FASTENERS IN SILL, AT SINGLE UNITS ONLY. 7 9/16" MAX TYP. REVISIONS DESCRIPTION C I REVISED PER NEW REQUIREMENTS CHART #4 FOR METAL AND MASONRY/CONCRETE INSTALLATION Maximum design pressure capacity chart (pstJ Frame Height (in) Panel width (in) 30.0 36.0 42.0 48.0 510 Pos Neg Pos Neg Pos Neg Pos Neg Pos Meg TS 0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 84, 0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 90.0 120.0 150.0 120.0 150.0 120.0 150.0 120:0 150.0 120.0 150.0 96.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 CHART #5 Maximum design pressure (psfl For units installed in wood substrate F ETA on, 0 Frame Height (in) Frame Width (in) 30.00 36.00 42.00 48.00 53.00 Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg 78.00 120.0 143.5 119.6 119.6 120.0 129.5 108.3 108.3 95.3 95.3 84.00 117.4 117A 107.7 107.7 102.5 102.5 100.9 100:9 100.9 100.9 90 00 120.0 132.5 119.6 119.6 111.8 111.8 107.7 107.7 106A 106.4 96.00 114.8 114.8 102.5 102.5 118.3 118.3 107.7 107.7 109.1 109.1Off DATE I APPROVED 1 1 /29/17 I R.L. Number ofi anchor locations required Frame Width (in) Fixed Vent Frame lite lite 30.00 36.00 42.00 48.00 53.00 Jamb Meeting Jamb Jamb Meeting Jamb Jamb Meeting Jamb Jamb Meeting Jamb Jamb Meeting Jamb Height height 9 height 9 (in) (in) (in) Head upper rail lower Head upper rail lower Head upper rail tower Head upper rail lower Head upper rail lower cl uster cluster cluster cluster cluster 78.00 42.00 36.00 3 2 2 2 3 3 3 2 3 3 3 2 4 3 4 3 4 3 4 3 84.00 48.00 36.00 3 3 2 2 3 3 3 2 3 3 3 2 4 3 4 3 4 3 5 3 90.00 54.00 36.00 3 3 2 2 3 4 3 2 3 4 3 2 4 4 4 3 4 4 5 3 9B.00 60.00 36.00 3 4 2 2 3 4 3 2 3 5 3 2 4 5 4• 3 4 5 5 3 FOR WOOD INSTALLATION DESIGN PRESSURE RATING IMPACT RATING + 109.1 PSF SMALL MISSILE IMPACT MISSILE LEVEL D. WIND ZONE 4 AND HVHZ FOR OTHER UNITS RATINGS SEE CHART #5 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19-0130.04 Date 03/27/2024 WinDoor TF,D INCORPURA 75©0 AitiIS'I�RDAAZ DRIVE, ORLANDO, )~I; 32832 Phonc: 40T.481.840G F :4o,.axi.osas WWW.w-indoorinc.com Ak 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE - SMI ORIEL ELEVATION DRAWN: DWG N0, N.G. 08-02217 SCALE NTS IDATE 09/05/13 SHEETS OF 13 REV C SIGNED: 02/19/2018 �ljitilll:'l/ No, 5.2514 = "C3 a STATE p ZC/ MEETING RAIL CLUSTER SEE CHART #9 96" MAX FRAME HEIGHT 53 MAX FRAME WIDTH 15° 4" MAX MAX O.C. C 6 i 4 7/8" MAX lI I 9 1/2" I MAX O.C. { �j T II I 1 /4" 1 6 1/4 11 -- 5 9 1/2" MAX O.C. i 4 3/4" MAX I 4I XI I I I REVISIONS NOTE: REV DESCRIPTION 1. FLANGE UNIT DIMENSIONS: 54"X 97" TIP TO TIP 4" MAX 2. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, C REVISED PER NEW REQUIREMENTS NOT SHOWN FOR CLARITY. 3. NO FASTENERS IN SILL, AT SINGLE UNITS ONLY. 4000 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW FOR METAL AND MASONRY/CONCRETE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING ' + 120. 0% 150. OPSF SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ FOR OTHER UNITS RATINGS SEE CHART #7 5 ANCHORS TO BE EQUALLY SPACED FOR NUMBER OF ANCHORS REQUIRED SEE CHART #9 THIS SHEET 4 9/16" MAX TYP. 7 9/16" MAX TYP. 10 9/16" MAX TYPO MEETING RAIL CLUSTER SEE CHART #9 FOR WOOD INSTALLATION CHART #7 FOR METAL, MASONRY/CONCRETE INSTALLATION Maximum design pressure capacity chart (psfl Frame Height (in) Panel width (in) 30.0 3600 42,0 48,0 53,0 Pos Neg Pos Neg Pos Meg Pos Meg Pos Neg 36.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 42.0 120,0 150.0 120.0 150.0 120.0 150A 120.0 150.0 120.0 150.0 48.0 120.0 150.0 120, 0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 54.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 60.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 6B. 0 120, 0 150.0 120.0 150.0 120.0 150.0 120, 0 150, 0 120.0 150.0 72.0 120.0 150.0 120.0 150.0 120.0 150.0 120,0 150.0 12040 150.0 78, 0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 15040 120.0 150.0 84.0 120.0 150, 0 120.0 150, 0 120.0 150.0 120.0 150, 0 120.0 150.0 90. 0 120.0 150.0 120.0 1 R.0 120.0 150.0 120.0 150, 0 120.0 150.0 96. 0 1120,0 150. 0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 DATE 11/29/17 CHART #8 FOR WOOD INSTALLATION APPROVED R.L. chart (psl� Maximum design pressure capacityWOMEN Frame HeightL (in) Panel width fin) .0 36X 42.0 48.0 53.0 Neg Pos Neg Pos Meg Pos Meg Pos Neg 36.0 147.E 120.0 147.6 120.0 147.6 120.0 147.6 120.0 147.6 42.0 147.6 120.0 147.6 120.0 147.E 120.0 147.6 120.0 147.6 48.0 147.E 120.0 147.E 120.0 147.6 120.0 147.6 120.0 143.8 54.0 147.6 120.0 147.E 120.0 14T1 120.0 141.6 120.0 139.9 60.0 120.0 147.E 120,0 147.E 120.0 138.3 120.0 131.1 120.0 127.6 66.0 120.0 147.6 120.0 144.2 120.0 131.8 120.0 123.6 119.0 119.0 72.0 120.0 14706 120.0 139.8 12060 126.9 118.0 118,0 112.7 112,71 78.0 120.0 147.6 120.0 136.3 120.0 123.0 113.6 113.6 107.9 107.9 84.0 120.0 147.6 120, 0 133.5 119.9 119.9 110.1 110.1 104.1 104.1 90.0 120.0 147.6 120.0 131.1 117.3 117.3 107.3 107.3 101.0 101.0 96,0 120,0 147.6 120.0 129.1 11&1 115.1 104,9 104,9 98A 98A CHART #9 Number of anchor locations required Frame Width (in) Frame 30.00 3600 42,00 48,00 53,00 Height (in) Head Jamb upper Meeting rail cluster Jamb lower Head Jamb upper Meeting rail cluster Jamb lower Head Jamb upper Meeting rail cluster Jamb lower Head Jamb upper Meeting rail cluster Jamb lower Head Jamb upper Meng rail cluster Jamb lower 36,00 3 1 2 1 3 1 2 1 4 1 2 1 4 1 2 2 4 1 3 2 42,00 3 1 2 1 3 1 2 1 4 1 2 2 4 1 3 2 4 1 3 2 48.00 3 1 2 1 3 1 2 2 4 1 3 2 4 1 3 2 4 1 3 2 54,00 3 1 2 1 3 1 2 2 4 1 3 2 4 1 3 2 4 1 4 2 60,00 3 2 2 2 3 2 3 2 4 2 3 2 4 2 3 2 4 2 4 2 66,00 3 2 2 2 3 2 3 2 4 2 3 2 4 .2 4 2 4 2 4 3 72.00 3 2 2 2 3 2 3 2 4 2 3 2 4 2 4 3 4 2 4 3 76,00 3 2 2 2 3 2 3 2 4 2 4 2 4 2 4 3 4 2 5 3 80,00 3 2 3 2 3 2 3 2 4 2 4 3 4 2 4 3 4 2 5 3 84,00 3 2 3 2 3 3 3 2 4 3 4 3 4 3 4 3 4 3 5 3 88,00 3 3 3 2 3 3 3 2 4 3 4 3 4 3 4 3 4 3 5 3 92,00 3 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 4 3 5 3 96,00 3 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 4 3 5 4 DESIGN PRESSURE RATING IMPACT RATING ±98.4PSF SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ FOR OTHER UNITS RATINGS SEE CHART #8 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19-0130mO4 Expiration Date �03/27/2024 Miami�Da a Product Control Wi�Door r�rcoxPvxATFn 7500 ArbLSTERDAA2 DRIVE ORLANDO, FL 32832 Phonc: g07,481,8400 Fax:40',41i1.0'905 rV ww.windoorinc om 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG •AND FLANGE - SMI EQUAL. LEG ELEVATION DRAWN: DWG N0, N.G. 08-02217 SCALE NTS DATE 09/05/13 SHEET4 OF 10 C SIGNED: 02/19/2018 ,Xti��itlrlllflf No.625 l7 '. STATE OF 7 rf '! ZONAL !/llrlriS��� NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 PARTS LIST PART NUMBER DESCRIPTION FS-06612 FRAME HEAD EQUAL LEG FS-06613 FRAME SILL EQUAL LEG FS-06614 FRAME JAMB EQUAL LEG FS-06661 FRAME HEAD FLANGE FS-06662 FRAME SILL FLANGE FS-06663 FRAME JAMB FLANGE FH-06615 FIXED MEETING RAIL FH-06616 MEETING RAIL FH-06617 LIFT RAIL FS-06618 SASH JAMB FS-06667 7/16 GLASS STOP FS-06619 1" GLASS STOP FH-06668 VERTICAL IMPOST FS-04501 HEAD RECESS COVER FE-5031 SILL SNAP LOCK FS-06671 HEAD FILLER FS-06664 SILL RETAINER H4000-BL-SL202 SASH LOCK BLOCK AND TACKLE BALANCE S4000-XX-150 SCREEN HEAD, JAMB AND SILL S10010-BL-220OR SCREEN SPLINE SBV-XX-060OZ SCREEN CLOTH 54080- ML-FB11 SCREEN CORNER KEY 122003 187X,350 FINSEAL W4000-BL-20218 .187X.300 WEATHERSTRIP W4000-BL-SCE42 1.300X1.75OX,375 CLOSED CELL PAC 122001 .187X.220 FINSEAL 122002 .187X.240 FINSEAL 131096 #6X3/4" SWEEP ATTACHMENT SCREW 131014 #8X1" RAIL ATTACHMENT SCREW 121104 SETTING BLOCK C4000-91 -351 AX PURFECT GLAZE HOT MELT COMPOUN FS-07419 FRAME EQUAL LEG W/ CHANNEL FS-07418 FRAME FLANGE W/ CHANNEL FH-06670 SHEAR BLOCK FS-07492 REINFORCEMENT FS-07493 REINFORCEMENT MANUFACTURER KEYMARK KEYMARK KEYMARK KEYMARK IsWARFJim KEYMARK KEYMARK KEYMARK KEYMARK 211 akvJJ9:1 KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK WINDOOR WINDOOR WINDOOR WINDOOR TEAM PLASTICS FRANK LOWE HENKEL AMERICAS KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK MATERIAL ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 PROLON FOAM STAINLESS STEEL STAINLESS STEEL 85 DURO SHORE A ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6005-T6 ALUMINUM 6005-T6 0 12 no INTERIOR 12 no EXTERIOR D HORIZONTAL CROSS SECTION 5 SINGLE UNIT 12 no REVISIONS REV DESCRIPTION C REVISED PER NEW REQUIREMENTS DATE 11/29/17 APPROVED R.L. =OR ILLUSTRATION PURPOSES ONL FOR INSTALLATION DETAILS REFER TO SHEETS 7 - 11 Ee rHORIZONTAL POST CROSS SECTION TWIN UNIT 7500 AINISTERDAM DRIVE WinDoor ORLANDO, FL 32832 Phone: 407.481.8400 12 no PRODUCT RENEWED IIVCORPORATF.D F=407.481.0505 ww-w.windoorinc.com as complying with the Florida Building Code 4000 ALUMINUM SINGLE HUNG WINDOW SGP NOA-No. 19-0130.04 EQUAL LEG AND FLANGE — SMI t 03/27/2024 B.O.M. & CROSS SECTIONS Expiration Da e By DRAWN: Miami -Dade Product Control N.G. SCALE NTS DWG NO, 08-02217 DATE 09/05/13 SHEET OF 13 REV REV C SIGNED: 0211912018 \`\lYltttflrilrf��, o• 62$14 Q ' $ ATE OF 7 114 fNAL���0•' f'�r�rttt.t� REVISIONS FOR ILLUSTRATION PURPOSES ONLY REV DESCRIPTION FOR INSTALLATION DETAILS REFER TO SHEETS 7 - 11 C REVISED PER NEW REQUIREMENTS ® OR VERTICAL CROSS SECTION 6 SINGLE UNIT ®0 SEE DETAIL E q SHEET 13 VERTICAL CROSS SECTION 6 TWIN UNIT ®OR VERTICAL CROSS SECTION FLANGE FRAME MEETING RAIL NOT SHOWN PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19=0130.04 EXTERIOR DATE 11/29/17 OR 12 INTERIOR OPTIONAL HEAD FRAME EXTERIOR OR 12 INTERIOR OPTIONAL HEAD FLANGE FRAME 7500 AMS'IBRDAn2 DRIVE WinD o o r ORLt�NDO, FL 32832 INCORPORATED Phony407,481.$400 Fa= 407,48'L05ww o5 w.windoorinc.com 4000 ALUMINUM SINGLE HUNG WINDOW EQUAL LEG AND FLANGE — SMI Expiration Date �0-3/^27�/2024 B.O.M. & CROSS SECTIONS By DRAWN: Miami -Dade Product Control N.G. DWG N0. SCALE NITSI DATE 09/05/13 O$-02217 SHEET � OF 13 SGP APPROVED SIGNED: 02/19/2018 ti�>itterrrrr� t Na 62514 Ofi. STATE OF 41 xp vs f1E1111111O� WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & SEALANT SEE NOTES THIS SHEET EXTE SILL RETAINER #14 CUT-THf WOOD SC (TWIN UNIT 0 BACKER RO[ & SEALAN SEE NOTE`. THIS SHEE WOOD FRAMING OR 2X BUCK BY OTHERS 1" MIN. EDGE DISTANCE 1 7/16 MIN. EMBEDMENT 1/4 MAXv SHIM SPACE #14 CUT -THREAD WOOD SCREW tUl�t UIJIf11VlJt VERTICAL CROSS SECTION % WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & SEALANT SEE NOTES THIS SHEET EXTERIOR SILL RETAINEf AND #14 SMS Of SELF DRILLIN( SCREV IN UNIT ONLY ILL TO BE SET A BED OF PPROVED SEALANT v1AX. PACE MIN MENT BACKER ROD & SEALANT SEE NOTES THIS SHEET METAL STRUCTURE BY OTHERS EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTE: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112, 3. PERIMETER TO BE SEALED WITH APPROVED 1 " MIN. AGE DISTANCE MAX. IM SPACE #14 SMS OR SELF DRILLING SCREW RIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19-0130.04 REV DESCRIPTION REVISIONS C I REVISED PER NEW REQUIREMENTS 1" MIN, EDGE DISTANCE #14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD & SEALANT SEE NOTES THIS SHEET 1 7/16°' MIN. EMBEDMENT EDGE DISTANCE #14 CUT -THREAD WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS DATE 11/29/17 APPROVED R.L. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL 7 METAL STRUCTURE INSTALLATION SHIM SPACE INTERIOR ExrERIOR BACKER ROD & SEALANT JAMB INSTALLATION DETAIL SEE NOTES 7 WOOD FRAMING OR2X BUCK INSTALLATION THIS SHEET RPOTBD W� oor IN CORA 7500 AMSTERDAM DRIVE ORI..4I�TI?O, FL 32832 Phony. 4(i7.481.8400 Max:407.4R1.(1565 w-w%�.windoorinc.com tion Date 03/27/2024 4.000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE - SMI pira,rFLUSH INSTALLATION DETAILS o DRAWN: ami-Dade Product Control N.G. SCALE NTS DWG N0. REV 08-02217 C DATE 09 /05 / 13 SHEET 7 OF 13 SIGNED: OZ/19/2018 ,�1�14IEfi(j(�j �. t No. 6.2514 : ( STATE OF 7 fONAU (((rtri..kOi CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3-7 SHEET 1 BACKER ROD & SEALANT SEE NOTES THIS SHEET 2 1 /2" MIN. EDGE DISTANCE REv ° C ° G° ° a a4 4 ° 1 1 /4" MIN: 1 1 /4" MIN. °a a ° EMBEDMENT EMBEDMENT OPTIONAL 1 X BUCK SEE NOTES 3-7 v SHEET 1 ° 1 /4" MAX. CONCRETE/MASONRY BY OTHERS ° SHIM SPACE ° EXTERIOR SILL RETAINER AND 1/4" ELCO CRETE—FLEX SS4 (TWIN UNIT ONLY) 1 /4" ELCO CRETE—FLEX SS4 INTERIOR SILL TO BE SET IN ABED OF . APPROVED SEALANT BACKER ROD—• 1 /4" MAX.. & SEALANT SHIM SPACE SEE NOTES THIS SHEET OPTIONAL 1 X BUCK SEE NOTES 3-7 SHEET 1 ° ° a, 1 1 /4" MIN. CONCRETE/MASONRY a° ° ' ° ° ° EMBEDMENT BY OTHERS d — v 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION 8 CONCRETFJMASONRYlNSTALLATION 1 /4" ELCO CRETE—FLEX SS4 MIN. EDGE DISTANCE REVISIONS DESCRIPTION REVISED PER INC." REQUIREMENTS SHIM SPACE INTERIOR EXTERIOR � BACKER ROD & SEALANT SEE NOTES THIS SHEET JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTE.- 1. INTERfOR AND EXTER/OR FINISHES, BY OTHERS, . NOT SHOWN FOR CLARITY. 2. RERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112. 3. PERIMETER TO BE SEALED WITH APPROVED SILICONE. Wi�.Door PRODUCT RENEWErida D INCORPORAfiED as complying with the Flo INSTALL 75UU AMSTERDt3M DRIVE ORLANDO, FL 32832 Pbonc. {U7,481,84UU Naz:4U7.4A].05U5 Wv.Tvr.Wlndoorinc.com Building Code 4000 ALUMINUM SINGLE HUNG WINDOW SGP ANGE SMI NOA-No. 79-0130.04 EQUAL LEG AND FL — Expiration Date o3/27/2024 FLUSH ATION DETAILS By DRAWN: Miami-13646 Product Control N.G. SCALE NITS. DWG N0, REV 08-02217 C DATE 09/05/13 SHEET8 OF 13 DATE APPROVED 1 1 /29/1 7 R.L. SIGNED: 02/y9/201$ }�tik1{klLo tll���f EM ti 1 1 f �No. 62514 (� STATE OF : ' 417 . lick WOOD FRAMING OR 2X BUCK BY OTHERS SEALANT BEHIND FLANGE EXTERIOR SILL RETAINER #14 CUT—THf WOOD SC (TWIN UNIT 0 SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS tUl�� UIJIHIVI.t " MIN. DISTANCE vIENT WOOD SCREW ERIOR VERTICAL CROSS SECTION 9 WDOD FRAMING OR 2X BUCK INSTALLATION _ TO BE SET A BED OF DROVED SEALANT MAX. SPACE M ETAL STRUCTURE BY OTHERS SEALAf� BEHIN FLANG EXTERIOR SILL RETAIN AND #14 SMS SELF DRILLI SCR IN UNIT ON[ SEALANT BEHIND FLANGE METAL STRUCTURE BY OTHERS 1 „ MIN. - EDGE DISTANCE " IN. rA VERTICAL CROSS SECTION MENT 9 METAL STRUCTURE INSTALLATION NOTE: i. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Eli I2. 3. PERIMETER TO BE SEALED WITH APPROVED SILICONE. 1" MIN. EDGE DISTANCE MAX. IM SPACE �14 SMS OR SELF DRILLING SCREW ITERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT IIM SPACE PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19=0130.04 Expiration Date 03/27/2024 REVISIONS REV DESCRIPTION DATE C REVISED PER NEW REQUIREMENTS 11/29/17 1 " MIN. EDGE DISTANCE �14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS APPROVED R.L. SHIM SPACE INTERIOR SEALANT -J EXTERIOR BEHIND FLANGE JAMB INSTALLATION DETAIL 9 METAL STRUCTURE INSTALLATION 1 7/16". MIN. EMBEDMENT EDGE DISTANCE #14 CUT —THREAD WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS WinDoor INCORPOKATED 1 /4MAX, " SHIM SPACE INTERIOR EXTERIOR SEALANT � BEHIND FLANGE JAMB INSTALLATION DETAIL 9 WOOD FRAMING OR 2X BUCK INSTALLATION 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 Phony. 4(i?.481,84W Fax: 40?.4RI.f1505 www.windoorinc.com 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE — SMI FLANGE INSTALLATION DETAILS By DRAWN: Miami -Da a Product Control N.G.' scAt E INS DWG N0. REV 08-02217 C DATE Og/0O/13 sHEET9 OF 13 . SIGNED: 0211912018 By DRAWN: Miami -Da a Product Control N.G.' scAt E INS DWG N0. REV 08-02217 C DATE Og/0O/13 sHEET9 OF 13 . SIGNED: 0211912018 CON(RETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3-7 SHEET 1 SEALANT BEHIND FLANGE 2 1 /2" MIN. EDGE DISTANCE a d ° G° a a ° ° ° a ' °a. o ° 1 1/4 fl MINN a EMBEDMENT 1 EXTERIOR SILL RETAINER AND 1 /4" ELCO CRETE—FLEX SS4 (TWIN UNIT ONLY) SEALANT BEHIND FLANGE OPTIONAL 1 X BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2 " MIN. EDGE DISTANCE SHIM SPACE 1 /4" ELCO CRETE—FLEX SS4 ITERIOR VERTICAL CROSS SECTION 10 CONCRETE/MASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED C REVISED PER NEW REQUIREMENTS 1 1 /29/17 R.L. EMBEDMENT OPTIONAL 1 X BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS 1 /4" ELCO CRETE—FLEX. SS4 MIN. EDGE DISTANCE SHIM SPACE INTERIOR i EXTERIOR SEALANT BEHIND FLANGE © JAMB INSTALLATION DETAIL � 1O CONCRETE/MASONRY INSTALLATION NOTE: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112. 3. PERIMETER TO BE SEALED WITH APPROVED I SILICONE. I v1ENT PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19=0130.04 Expiration Date 03/27/2024 Im Product Contro �inDoor J. INCORPORAE D 750(1 AMSTERDAM' DRIVE ORLANDO, FL 32832 Phony. 4(i?.481.8400 Fax! aosa, uww.windootincxom 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE — SMI FLANGE INSTALLATION _DETAILS DRAWN: DWG N0, REV N.G. 08-02217 C scALE NTS 1DATE 09 /05 / 13 SHEET 10 OF 13 SIGNED: 02/19/2O.y 8 �,�1��stttitrrtfJ 1 � No. 62514 =b v 4j O STATE OF : ; 4/ ONAL ` r10���� CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 BACKER ROD & SEALANT SEE NOTES THIS SHEET CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 SEALANT BEHIND FLANGE 2 1 /2" MIN. EDGE DISTANCE 1" MIN. EDGE DISTANCE p pd d 4 pd ° _ ° 4 ° d ° WOOD FRAMING ° ° ° 1 1 /4" MIN. OR 2X BUCK d ° � a ° EMBEDMENT BY OTHERS 41 1 7/16" MIN, EMBEDMENT BACKER ROD 1/4" & SEALANT MAX. 1 /4" MAX. SEE NOTES SHIM SHIM SPACE THIS SHEET SPACE EXTERIOR 1/4" ELCO CRETE—FLEX EXTERIOR INTERIOR #14 WOOD INTERIOR SS4 SCREW VERTICAL CROSS SECTION VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION EDGE DISTANCE d d pd d pd p d d .1a d p ° d p ° d p DISTANCE p WOOD FRAMING p OR 2X BUCK d BY OTHERS as 1 1 /4" MIN. a EMBEDMENT. ° G i SEALANT BEHIND 1 /4" MAX. FLANGE SHIM SPACE 1 /4" ELCO CRETE—FLEX SS4 VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION NOTE: 1. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112: 3. PERIMETER TO BE SEALED WITH APPROVED SILICONE. VERTICAL CROSS SECTION WOOD FR,4MING OR 2X BUCK INSTALLATION REVISIONS REV DESCRIPTION C REVISED PER NEW REQUIREMENTS METAL STRUCTURE BY OTHERS EDGE DISTANCE DATE APPROVED R.L. 1 /4" MAX. SHIM SPACE & SEALANT J SEE NOTES THIS SHEET #14 SMS OR EXTERIOR INTERIOR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION METAL STRUCTURE BY OTHERS SEALANT BEHIND FLANGE MAX. SHIM SPACE 4 SMS OR LF DRILLING REW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 02/19/2 018 i€rr 75U0 AMSTERDAM DRIVE �� S � } r € � 1 �I W111D � �� ORLANDO, FL 32832 ,```,��� .!-�?�,,� f1��f' Ph011M 7.461.8400 w %t,`EPia Fro* RPC� PRODUCT RENEWED INC.ORATF.D N,X:4m.4s1.nsos w-afir.windoorinc.com 4000 ALUMINUM SINGLE HUNG as complying with the Florida Building Code WINDOW SGP �Q• 5.2514 NOA-No. 19=0130.04 EQUAL LEG AND FLANGE — SMI Ex iration Date 03/27/2024 INSTALLATION DETAILS P A ♦ �f w Q . '' STATE OF A17 . gy DRAWN: DWG NO* REV •. F40R1S}P..'. Miami.Db,dre Product Control N.G. 08-0221 7 C if ts'S,f''�" SCALE NTS DATE 09/05/13 s"E�11 OF 13 '1� ij.tlk 3 9/16" 1 3/4" O FRAME n FRAME SILL � FRAME JAMB ALUMINUM 6063-T6.063" THICK LUMINUM 6063-T6.072" THICK LUMINUM 6063-T6.063" THICK 8 MEETING RAIL LUMINUM 6063-T6.063" THICK 15/16" 1 1/4 it 15 SILL SNAP LOCK ALUMINUM 6063-T6 .090"THICK 2 5/16" 4 5/16" REVISIONS REV DESCRIPTION DATE APPROVED C REVISED PER NEW REQUIREMENTS 11 /29/1 7 R.L. 3 9/16" 2 1/4 01 t FRAME FLANGE O FRAME SILL FLANGE O FRAME JAMB FLANGE OFIXED MEETING RAIL LUMINUM 6063-T6.063" THICK ALUMINUM 6063-T6.072" THICK ALUMINUM 6063-T6.063" THICK ALUMINUM 6063-T6.077" THICK 1 9/16" 1 11/16" LIFT RAIL 1 a SASH JAMB 1 1 12 GLAZING STOP LUMINUM 6063-T6.063" THICK LUMINUM 6005-T5.070" THICK LUMINUM 6063-T6.040" THICK 16 HEAD FILLER ALUMINUM 6063-76.063" THICK 3 9/16" 1 3/4" FRAME W/CHANNEL 33 ALUMINUM 6063-T6.063" THICK VERTICAL IMPOST 13 AL UMINUM 6005-161 .062" THICK 3 9/16" pl---T - 2 1 /4" 34 FRAME W/ CHANNEL ALUMINUM 6063-T6 .063"THICK PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19-0130.04 03/27/2024 WinDoo� IN CO. AND RPORATED 5/16" ER 14 HEAD RECESS COV ALUMINUM 6063-T6.063" THICK 3/8" 1 SILL RETAINER ALUMINUM 6063-T6.063" THICK 75UU AMSTERD�IM DRIVE ORLANDO, FL 32832 Phone: .84(10 Fax:ax: anso, vww.windoorinc.com 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL *LEG FLANGE - SMI COMPONENTS , DRAWN: DWG N0 N.G. 08-02217 SCALE NTS 1DATE 09/05/13 1SHEET 12 OF 13 REV C SIGNED: 02/19/2018 Na. 62514 STATE~ OF • 7 jar./rrrlt'<t�`*� 1 15/16" SHEAR BLOCK 35 ALUMINUM 6063-T6.090" THICK SELF DRI S FRAME CORNER DETAIL REINFORCEMENT 3 6 LUMINUM 6005-T61 .090" THICK REINFORCEMENT 3 ALUMINUM 6005-T61.090" THICK #8 X 3/4" SMS OR SELF DRILLING SCREW ILA' SASH CORNER DETAIL PRODUCT RENEWED as complying with the Florida Building Code NOA-No. I M130.04 Expiration Date 03/27/2024 L�l REVISIONS REV DESCRIPTION C I REVISED PER NEW REQUIREMENTS I A/TFAIl1 R EXTERIO DETAIL E SHEAR BLOCK INSTALLATION �Ti�Door TED INCORPORA 75UU AMSTERD �.M DRIVE ORLANDO, FL 32832 Phonr. 4('A.481.84U0 M,x:ao7.ax�.nsa, wamT.windoorinc.com 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE- — SMI COMPONENTS DRAWN: DWG N0. REV N.G. 08-02217 C scA�E NTS 1DATE 09 /05 / 13 1SHEET 13 OF 13 DATE I APPROVED 1 1 /29/1 7 I R.L. SELF DRILLING SCREW SIGNED: 02/19/2018 �,�`�ltttlifJl""J ti `v r %,10EN i SKATE OF A7 IONAL Jfiflillti��