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HomeMy WebLinkAboutNOA; Series HR_5510 PVC Horizontal Rolling Window- File Cop P V E FOR MIAMI•DADE O®®E COnIIPLIANG DUMIAMI-DADE COUNTY QUULM O+ , e CT CONTROL SECTION STD LUCIE COUNTY 11805 SW 26 Street, Room208 DEPARTMENT OF REGULATORY AND ECONOMIC RESO 6Sm) Miami, Florida 33175 BOARD AND CODE ADMINISTRATION DIVISION tj(J(,ds�Dl�f (786) 315-2590 F (786) 315-2599. NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 "HR-5510" PVC Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-BR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision C dated 04/02/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0411.08 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 20-0406.01 Expiration Date: September 24, 2025 :r Approval Date: August 27, 2020 08/27/2020 Page 1 PGT Industries, 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.15-0903.10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.17) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903. 10) Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.01 Expiration Date: September 24, 2025 Approval Date: August 27, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNmuED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. 2. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 3. NOA No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/18. 4. NOA No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/20. 5. NOA No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 61 Edition (2017), dated 08/02/17 and Statement letter of no financial interest, dated 03/31/17issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.17) 3. Proposal issued by Product, Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. (Submitted under NOA No. 15-0903. 10) G. OTHERS 1. NOA No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510; _ PVC Horizontal Rolling Window - L.M.I., expiring on 09/24/20. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.01 Expiration Date: September 24, 2025 Approval Date: August 27, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision C dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-611 Edition (2017) and FBC-7th (2020) dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA, for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 03/08/18, expiring on 02/28/23. 4. NOA No. 20-0203.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/27/20, expiring on 04/16/25. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.01 Expiration Date: September 24, 2025 Approval Date: August 27, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTR MED) 5. NOA No. 20-0203.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/27/20, expiring on 04/16/25. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-6" Edition (2017) and FBC- 71 Edition (2020), dated 03/27/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/27/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. NOA No. 17-0411.08, issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window - L.M.I., expiring on 09/24/20. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.01 Expiration Date: September 24, 2025 Approval Date: August 27, 2020 E-4 2.5 ANCHORS, CLUSTER DETAILS 8° MAX. —� A, SEE SHEET 3+ SEE SHEET 6� I+— 10" MAX. }T I EQUALLY SPACED ANCHORS PER TABLES 11. / a� SEE SILL :EPHOLE—/ 4" O.C. 3° MAX. DETAILS, SHEET3 BETWEEN --�- EPHOLES 75° MAX. BUCK WIDTH 12-314" MAX. O.C. B. SEE SHEET 3 19° 76" MAX. O.C. MAX. BUCK HEIGHT i 1 _1. Hi f� I— 1-1/4" SEE SHEETS I MAX. D. SEE 1 9 18 — SHEE74 C, SEE SHEET 4 SEE SHEETS �J 9-16 SEE SILL WEEPHOLE q" O.C. DETAILS, SHEET BETWEEN EPHOLES 75" MAX. BUCK WIDTH 10" MAX. O I _ X C 72" MAX. BUCK HEIGHT 3" MAX. D ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 6� 8" MAX I___ I, SHE EC S ANCHOI TABLE I SEE SII WEEPHOI DETAIL SHEET DESIGN PRESSURE RATING I IMPACT RATING VARIES PER REINFORCEMENT LARGE & SMALL MISSILE LEVEL, SEE SHEETS 6A IMPACT RESISTANT 15. _C_ .—..J I --• 18.94 "MAX. MAX. D.G. I I 0. . D.C.D. . SHEET SEE ET 3 LLY E PAC S PER S PER UC GI S 23-27 / / HE X O / X 15.67 EL 4" O.C. BETWEEN B S. WEEPHOLES 3" MAX. 3 140" MAX. BUCK WIDTH 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3V IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-VT THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 11-1/2"THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A- NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, 10) REFERENCES: TEST REPORTS FTL.8072, 8073 & 8074; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA; ELCO/DEWALT CRETEFLEX NOA; ELCOIDEWALT AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR V400D CONSTRUCTION, ANSVAF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET ACCORDING TO THE INSTALLATION CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET SET ARE MET. 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ-CHANNEL INSTALLATION. USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. 111111 LYNN" "%. No.58705 "O 1070 TECHNOLOGY DRIVE N. VENICE, FL34275 .� = %�O •' STA� OF O '•. ,:.lV T � (�` •. F(ORIOP.•`'' \�� (841)48D-1800 IAL1 I� A LY1 MILLER, P.E REGISTRATION fF29296 REM 58705 ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES/STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 • ANSI/AF&PA NOS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S10D-16 • AISC 360.16 GENERAL NOTES.........................1 ELEVATIONS ................................. I FRAME, GLASS & ANCHOR OPTIONS ............................. 2 INSTALLATION, FLANGE & EQUAL LEGIBOX................. 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...................... 4 GLAZING DETAILS ........................5 DESIGN PRESSURES ................... 6-8 ANCHOR QUANTITIES ................. 9-16 EXTRUSION PROFILES & BOM....17 ASSEMBLY.....................................18 C) UPDATED TO FBC 2020. REVISED ANCHOR TYPE TABLE AK - 03I27/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration •• Date 09/24/2025 By V J Miam ade Produet Control I GENERAL NOTES & ELEVATION I J ROSOWSKI I I HORIZONTAL ROLLER - LM 1 05/15/15 1 HR-5510 I NTS I 1 OF 18 MD-HR551G-01 TAP[ P •I - At I nWAPI P M ARR WPFC Glass Type Description (Listed from Exterior to Interior) 5 7/8" Laminated I.G.: 118" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 6 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7116" Air Space + 5/16" Laminated; (2) Utes of 1/8" A Glass with .090' PVB Intedayer 7 718" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 8 718" Laminated I.G.: 3116" T Exterior Cap + 3/9' Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 11 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 12 7/8" Laminated I.G.: 3/16' T Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lltes of 3/16" A Glass With .090" SG Interlayer 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 114" Air Space + 7116' Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 16 7/8" Laminated I.G.: 3/16" T Exterior Cap + 1/4" Air Space + 7116" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interayer TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge Distance Min. Fmbedmenr A #10 SMS (steel, 1SS.S. or 1 S.S.) P• . Southern Mine (SG=0.55) 7A 1J1S" Steel, A3V 3/8" D.05D" Steel Stud, A653 Gr. 33• 3/8' 0.0451" (18 Ga.) Aluminum, 6063-T5• 3/8' 0.050" 3116" steel Ultmcon or Ultracan+ P.T. Southern Pine (SG=0.55) 7/16" 1-318" Concrete (min. 3 ksl) 1" 1-318' 3116" steel Ullracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 3/16" steel Ultracon+ Ungrouted CMU, (ASTM C•90) 1" 1-1/4" B #12 SMS 1' (steel, SM S.S. or 41S.S.) P.T. Southern Pine (SG=0.55) 9116" 1-318" Steel, A36' 3/8" 0.050 Steel Stud, A653 Gr. 33' 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5' 318" 0.063" 114" steel Ultracon or Ultracon+ P.T. Southern Pine (SG-0.55) 1" 1-3/8" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 114" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" 114" steel Ultracon Concrete (min. 2.85 ksl) 1" 1-314" Ungrouted CMU, (ASTM C-90) - 2-112" C 1/4" steel Ultracon+ Concrete (min. 3 ksq 1-3/16" 1 1-3/4" Ungrouted CMU, (ASTM C-90) 1" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksl) 1" 1-3/4" 1/4" steel Ultmcon Concrete (min. 2.85 ksi) 2-112" 1-314" 114" steel Ultracon+ Concrete (min. 3 ksi) 2-l1r 1-T4" 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi)2-112" 1.3/4" Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" 1/4" steel A99re-Galor Concrete (min. 3.275 ksq 1-1/2" 1 8" Grouted CMU, (ASTM C-90) 2" 2" TABLE 3- ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Min. Distance Fmbedmenr E 2-112' x .131" Common Nall P.T. Southern Pine (SG=0.55) 3/8' 2-7/16' 2-1/2" Ring -shank Roofing Nap P.T. Southern Pine (SG=0.55) 318• 2-7116" P.T. Southern Pine (SG=0.55) 1/2' 1-Ts' #10 Tlusshead SMS Aluminum, 6063-TS• 3/8" 0,050" (steel, 18.9 S.S. Steel Stud, Gr. 33• 318' 0.0451' (18 Ga.) or 410 S.S.) Steel, A36• 318' 0.050' F P.T. Southern Pine (SG=0.55) 9116" 1-318" #12 SMS Aluminum, 6063-75• 318" 0.063' (steel, 18-8 S.S. Steel Stud, Gr. 33• 1 3/8' 0,050, or 410 S.S.) Steel, A36• 3/8' 0.050' • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. "A"=ANNEALED "H" = HEAT STRENGTHENED ''=TEMPERED "PVB" = .09O" TROSIFOL® PVB BY KURARAY AMERICA, INC •SG" = .090" SENTRYGLASS INTERLAYER BY KURARAY AMERICA, INC. 'GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 3U. Material Min. Fy Min. F. Steel Screw 92 ksl 120 its! 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco/DeWall Aggre-GatorO 57 ksi 96 ksi Elco UltraConO 155 ksi 177 ksl 3/16" DeWalt UltraCon+® 117 ksi 164 ksi 1/4" DeWalt UltraCon+0 410 SS Elco/Dewalt CreteF]exO 148 ksi 127.4 ksi 164 ksi 189.7 ksi 6W3-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi I 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi INSTALLATION NOTES, SEE SHEETS 3 & 4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. TART F A• INr1PY nP INRTAI I ATmN MPTI40nq PPR FRAME TVPF Frame (see Fig B) Glass Options (see Table 1) InstallationTypes Conditions Substrate Option Detail Sheet J-Channel (#1) Through the Integral fin...... ....Into 2X Wood Frame/Buckstdp -sheet 4, option 5 ....Into Metal - sheet 4, option 8 Through the frame of the window...... ••..Into 2X Wood Frame/Buckstrlp - sheet 4, option 6 ,,,,Into Metal - sheet 4, option 7 Flange (#2) All Through the frame of the window...... ....Into 2X Wood Frome/Buckstrip -sheet 3, option 1 ....Into Concrete/CMU - sheet 3, option 2 ,••,through 1X Buckstdp into Concrete/CMU -sheet 3, option 3 ....Into Metal - sheet 3, option 4 Integral Fin (#3) Through the Integral fin...... ....into 2X Wood FramelBuckstrlp - sheet 4, option 5 ....Into Metal -sheet 4, option 8 Through the frame of the window ...... ••••Into 2X Wood Frame/Buckstdp - sheet 4, option 6 .... into Metal -sheet 4, option 7 Box / Equal -Leg g #4) All Through the frame of the window ....Into 2X Wood Frame/Buckstdp - sheet 3, option 1 ....Into Concrete/CMU - sheet 3, option 2 through 1XBuckstdp Into ConcretelCMU -sheet 3, option 3 ....Into Metal -sheet 3, option 4 PI1111RP M. PPAI,"F wa— �10 FLANGE UDD0 4 0 BOX OR EQUAL - LEG 0 11 o J-CHANNEL 0 3 0�0 INTEGRAL }--U� FIN 0 LYN/y (� C) REVISED ANCHOR TABLE, CORRECTED TABLE �� ,.•' 110ENSF' •, •'•,� �' 4. Q-;' AK-03/27/20 * :1 No.58705 Descdption: 1moTEcHNoLoGYDRIVE N. VENICE, FL 34275 MIN. OF 3 �� '�O••'. 1A OF !(/�� GLASS/ANCHORS/FRAME OPTIONS AOer HORIZONTAL ROLLER - LM THREADS BEYOND THE %, F ' F<aR(oP•' G��.` /''/SS (�1}45a1600 SUBS RATE. �O/NAL.1�? �` Sedee/Mcdoh Scare: sheet A. LYNN fslhll=h, P.E. HR-5510 NTS 2 OF 18 REGISTRATION #291B6 P.E.# 5870s PRODUCT REVISED as comply'"g with the Florida Building Code NDA-No. 20.0406.01 ExpirationDate09/24/2025 By Miami -Dade Product Control Drawn W. J ROSOWSKI Date: 05/15/15 Orowing No. I Rev: MD-HR5510-01 C INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION EMBEDMENT ANDPEDGE OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2, SHEET 2. FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. FLANGE FRAME SHOWN 72 VISIBLE LIGHT HEIGHT 1_ BUCK HEIGHT EXTE WEEP NOTCHE 3/4" X 1I 1-1 /4" X 1/ EMBEDMENT #10 OR #12 STEEL SMS (G5), SEE TABLE 2, SHEET 2. SHIM =� DADE APPROVED MULLION, 29 FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE FIXED VERTICAL OR HORIZONTAL. LITE SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2 VISIBLE 21 OR 22 OR 23 LIGHT (SEE SHEETS 6-8) HEIGHT TYPICAL FOR ALL SASH EQUAL LEG FRAME SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE VERTICAL DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. SECTION B-B OPERABLE SASH FL FF SF 1/4" MAX SHIM INSTALLATION zt OROOR 23 OPTION 4 SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) ANCHORED THROUGH TYPICAL FOR ALL FRAME INTO METAL "XO" OR "OX" SASH 1/4"MAX.SHIM 13 2019 16 300PERABLE 43 IU--� 40 SASH a FIXED %..V I� LITE VISIBLE LIGHT WIDTH VISIBLE 42 FLANGE 72 'I LIGHT WIDTH I — FRAME EXTERIOR FRAME 24 OR 25 OR 26 , 13 SHOWN (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" FIXED MEETING RAIL BUCK WIDTH ALL "XOX" FIXED MEETING RAIL INSTALLATION OPTION 3 ANCHORED THROUGH FRAMEAND IX BUCKSTRIP INTO CONCRETEfCMU. SEE NOTE 2, SHEET 2. 1/4" MAX SHIM EMBEDMENT 29 —i- 28 + EDGE DISTANCE Lj O _ ANCHOR TYPE, EMB OF EMBEDMENT AND ❑ EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 4 EQUAL LEG (1) AT MID -SPAN OF INTERLOCK FRAME (1) 3-1/2" FROM EACH SASH SHOWN CORNER AND (1) AT CENTER OF SASH STILESIRAILS SHEETS 7-8) TYPICAL ALL "XOX" SASH BUCK WIDTH HORIZONTAL SECTION E-E (XOX) EQUAL -LEG PRODUCT REVISED FRAME es complying with the Florida INSTALLATION AS PER SECTION A -A ABOVE SHOWN Building Code I I I I NOA-No. 20-0406.01 � 0 LYNtl/ ���i Ra b1m. � . • • • 2// �� C) NO CHANGES THIS SHEET. Expiration Date 09/24/2025 �•.•'�,10ENSF'•, �� . AK-03127120 By N 58 MI Dade Product Control * : D. —5 'sY = EDGE DISTANCE VISIBLE LIGHT FORMULAS -,�� _ ; 73 ••, (yl�--�--: Deseriprlon: FLANGE & EQUAL-LEG/BOX FRAMES Drawn W. J ROSOWSKI 1070 NOLO (EQUAL-LITE, XO & OX) tea:` % O STAT oE' F 6DRIVE •.• F/ORIOP,. (94l)4W1600 Till.: Date: WIDTH: BUCK WIDTH/2-4-1/4" HEIGHT: BUCK HEIGHT-7-1/4" Cc •'• � �'�:s`S/ONAL HORIZONTAL ROLLER - LM 05/15/15 ENC`�� �I11I I 1 i 1 MILLER, Senee/ti.deL• Style: Sheet: Drowing No. Rer. A LYt✓t� P. P.E#58705 REGISTRATION #49296 HR-5510 NTS 3 OF 18 MD-HR5510-01 C INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHOREDTHROUGH I INTEGRAL FIN INTO 2X EMBEDMENT - WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, EDGE SHEET 2. DISTANCE J-CHANNEL FRAME SHOWN M1 I 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. DADE APPROVED MULLION, BUCK HEIGHT INSTALLATION OPTION 7 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINIFLANGE REMOVED) SEE INSTALLATION NOTES SHEET 2 "XO" OR "OX" SASH INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. EMBEDMENT —I- EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) FIN FRAME SHOWN INSTALLATION OPTION 6 '�- ANCHOREDTHROUGH FIN INTO METAL (FLANGE MAY BE REMOVED) #10 OR #12 STEEL SMS (G5), SEE TABLE 2, SHEET 2. 1-1/4"X1/4" — a I 3 L1UHTWIDTH L.:J J-CHANNEL (SEE SHEETS 6-B) TYPICAL FOR �J FRAME 15 ALL "XOX" FIXED MEETING RAIL SHOWN 33 ❑ r BUCKWIDTH 3 Ira" MAx HORIZONTAL SECTION C-C (XOX) PRODUCT REVISED o O SHIM (1) AT MID -SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE as complying with the Florida FIN FRAME O C RNE FROM EACH SASH Building Code '�j� CORNER AND (1) AT CENTER OF 11 1 1 i i CA -No. 20.0406.01 SHOWN T SASH STILESIRAI] S NY LY/V // / Revision: TYP. ANCHOR TYPE, ,`�� .......... /Lj� ///i C) NO CHANGES THIS SHEET. Expiration Date 09/24/2025 EMBEDMENTAND � 0 .J LSCENSF ••, e. AK-03r27/20 EDGE DISTANCE PER EDGE DISTANCE _: Q';' '. Cn� f BY SUBSTRATE, SEE SEE 1} No. 55705 - Miami -Dade Product Control TABLE 3, SHEET 2. _ ­1 EMBEDMENT Descnptiorr. Drawn 8y. VERTICAL VISIBLE LIGHT FORMULAS ', y L "D /r` 1070 TECHNOLOGY DRIVE J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 O� 9 pfE OF /C/ N. VENICE, FL 34275 (EQUAL -CITE, XO & OX) ,. rue. Dato: ANCHORED THROUGH INTEGRAL FIN SECTION D-D % t$' •FLORIDP,.•'• ��� (941�80-1� HORIZONTAL ROLLER -LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- WIDTH: BUCK WIDTH T-7-114a" s •. • •, G `\ STRIP. SEE NOTE 2, SHEET 2. HEIGHT: BUCK HEIGHT-7-1/4" // TONAL EN Sed-lMod h Scale: Sheet: Drawing No. Rer A. LY�II IJIILLER, P.E. HR-5510 NTS 4 OF 18 MD-HR5510-01 C P.E#5870.5 REGISTRATION #29288 STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS---v STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS—v BUTYL & DESICCANT FOAM EXT. GLASS—\ POLYISO- BUTYLENE SEAL ROLL-FORMI STAINLESS STET EXT.GLASS- 5116" 1/4" NOM. r,.� KODISPACE INT. GLASS -MELT BUM —3/16" NOM. SUPER 0 SPACER®NXT7m VT. GLASS ODURASEAL� SPACER INT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL 79 XL EDGE'"' SPACER INT. GLASS —1 718"^NOM. 5/16" A/A PVB 7/16" AIR SPACE — 1/8" A GLASS — a EXTERIOR GLASS TYPE 5 •-1 718" NOM. 5/16" H/H SG — 7/16" AIR SPACE — 1/8" T GLASS - a EXTERIOR -1 716"°NOM. [- 5/16" A/A PVB — 7/16" AIR SPACE- 1/8" T GLASS - G] EXTERIOR GLASS TYPE 6 -+{ 7/8" NOM. 5/16" H/H SG- 3/8" AIR SPACE- 3/16" A GLASS - aEXTERIOR 718" NOM. �+- 5116" A/A PVB — 3/8" AIR SPACE- 3/16" A GLASS - aEXTERIOR GLASS TYPE 7 --�{ 7/8" NOM. 5/16" H/H SG 3/8" AIR SPACE 3/16" T GLASS G] EXTERIOR 7&79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 Fr- RrTF T PGLASS 718° NOM. �+- �•{ 7/8° NOM. �+- -+{ 71B" NOM. 5/16" AlA PVB 3/8" AIR SPACE 3116" T_ GLASS aEXTERIOR 7&79 7/16" A/A SG — 5/16" AIR SPACE- 1/8" T GLASS - aEXTERIOR A SG GLASS TYPES 5, 7, 11 8 15 SPACE MAY NOT BE USED IN THE HVHZABOVE 30'. GLASS - IOR GLASS TYPES 10-12 & 14-16 ' MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 7679 • FIN FRAMES GLASS TYPE 15 GLASS TYPE 16 PRODUCT REVISED as complying with the Florida Building Code JJr� Revision: NOA-No. 20-0406.01 `LYNN�i .�/ C) NO CHANGES THIS SHEET. Expiration Date 09/24/2025 TYP. GLAZING DETAIL Pam' �tcENSF .,{�� AK-03/27/20 By h. No. 58705 Miami -Dade Product Control "A"= ANNEALED :• 7}= D GLASS TYPE 8 718 :NOM. GLASS TYPE 14 1 Part# Description Material 76 Kammeriing 4SG TPS Spacer System 77 Quanex Super Spacer nXrwith Hot Melt Butyl See this Sheer for Materials 78 Quanex Dureseal Spacer 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 7/16" A/A SG — 1/4" AIR SPACE- 3/i6" A_ GLASS- G] EXTERIOR 7116" A/ 1/4" AIR 3116" T "H"=HEATSTRENGTHENED "r=TEMPERED "PVB"=.090"TROSIFOL® - //jam - "0 ' "� = '•, K'Z Z�� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 D—ap�' GLAZING DETAILS rown J ROSOWSKI :PVB'PVB BY KURARAYAMERICA, INC. SENTRYGLAS(sl INTERLAYER BY KURARAY ��Q p TE OF ,..• (V�� �• o �/: (841y-080.1800 TiBe: pale: .090" AMERICA, INC. s'•.,<ORIDP,, ••' HORIZONTAL ROLLER WINDOW - LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, �N��� A. L4NN tAlUL f), P.I- Seriss/Modd: HR-5510 Seale: NTS Sheaf 5OF 18 DrawJng No. MD-HR5510-01 Rev: C SHEET 2. P.E.# 58705 REGISTRATION #29298 Index to All Design Pressure and Anchor Quantity Tables Conflg M... Width Max. Height Glass Type Reinf. Level Design Pressure Anchor Quantity ahle # Sheet # Table # Sheet # XO or OX 75• 54" 54• 6 8 1 6 6 17 9 2 7 6 18 9 63• 63' 3 8 7 19 10 4 11 8 21 11 72' 6-8 4 10 a 20 10 75' 76' 10 -12 4 12 8 22 11 14-16 4 12 a 22 11 XOX 12D' 63" 5-6 3 9 7 23 12 5 & 6 4 13 8 24 13 7 & 8 4 14 8 25 14 140' 63' 10-12 4 15 8 26 15 14-15 4 16 8 27 16 ---� F--- 4" MAX. O.C. n7t5ANCHOR STER DETAIL 4" MAX. O.C. 74! NCHOR STER DETAIL 4" MAX. O.C. —y I Tt3ANCHOR STER DETAIL 8" MAX. O.C. 4" MIN. O.C. j/ 2-ANCHOR CLUSTER DETAIL TART R A - Glass Types Design Pressure (lbslf?) 5-8 for XO or OX Windows Reinf. Level R1 Ali Buck Heights up to 54• All Buck Widths +50/SO up to 76" SEE TABLE 17 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEI (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) EXTERIOF a SASH WIDTH JAMB EXTERIOR NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) "1/4-112-1/4" AND "113-1/3.1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. Glass types Design Pressure (Ibslfe) 5-6 forXOorOXWiindows Reinf. Level R2 All Buck Heidits up to 54' All Buck Widths .�5 / 70 up to 75' b= IAMC 10 run ANUMU — R SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEI H (REINFORCEMENTS SHOWN 'IT IN FIGURES APPLYTOALL FRAME TYPES& CONFIGURATIONS) MEETING RAIL No.58705 = 3 . -/ �0�: SYA E 11 "40RIOP, AL �N``� MNN M,Ltt�ii, P.E. EXTEROOF a SASH WIDTH —►I H -IT MEETING RAIL R-'�---�� JAMB EXTERIOR o PRODUCT REVISED as eomplyyingg with the Florida BuildingCodo NDA-No. 20.0406.01 ftValm C) NO CHANGES THIS SHEET. Expiration Date 09/24/2025 AK - 03127/20 By Mlaml-Dado Product Control ® DescrlPtion: DAmn try 107o TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI N. VENICE. FL 34275 rue: DOW (941)-460.1600 HORIZONTAL ROLLER - LM 05/15/15 S.d-1Model Seale: Shoat: Omwing No. Rer. HR-5510 NTS 6 OF 18 I I MD-HR5510-01 C REGISTRATION#29298 R H -IT EXTERIOR a SASH WIDTH MEETING RAIL JAMB ExTEERIoR V SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PERTHE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 4)"1 /4-1/2-1/4" AND •1/3-1 /3-1/3- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. TART G R. Glass Types Design Pressure Qbs/ft2) 5.8 for XO or OX Windows Reins. Letel R3 All Buck Heights up to 03' All Buck Widths .MjO /SO up to 75" bet IAULt Ttl I -UK ANUHURAGt TART F O- Glass Types 5..8 Reint Level R3 Sash ConSguretion Sash Width Range (In) Design Pressure (Ibslfe) forXOX Windows Window Buck Height 48' 54" 63' 35-1/4• % % % 11.391-11.391 +50.0 50.0 +50.0 -50.0 +5D.0 -50.0 38' Y %-y 12308 -12.30E +50.0 50.0 +50.0 -50.0 +50.0 -50.0 45-11W Yi"y 11.391-13.397 +50.0 50.0 +50.0 50.0 +50.0 50.0 %s-%-% 13.398-14.693 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 473/4' Y /i-y4 11.391 -12.297 +60.0 -50.0 +60.0 -50.0 +50.0 -50.0 %-%-y 12.298-15.558 +69.0 -50.0 +50,0 50.0 +50.0 -50.0 Custom 11.391 -12016 +50.0 50.0 +50.0 .50.0 +50.0 -507 52-1/6' % %_� 12017-13.397 +50.0 -50.0 +50.0 30.0 +50.0 -50.0 -�s 13.398-17.016 +50.0 -50.0 +50.0 -50.0 +5D.0 -50.0 m Custom 11.391-13.397 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 g 60" y %.y4 13.398-15.360 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 -Ys 15.361-19.641 +50.0 .50.0 +50.0 -5D.0 +50.0 -50.0 Custom 11.391-13.397 +50.0 -50.0 -50.0 30.0 +50.0 -50.0 75' %-%_y4 13.39B-19.110 +50.0 -50.0 +50.0 30.0 +50.0 -50.0 1- .-% 19.111-24,641 +50.0 30.0 +50.0 -50.0 +50.0 -50.0 Custom 18.360-19.397 +50.0 -50.0 +50.0 -50.0 +49.1• 49.1' 96' y h Y4 19.398-24.360 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 Custom 24.361-30.360 +50.0 -50.0 +50.0 -50.0 +50.0 30.0 120" % % ••-30.360 +50.0 30.0 +50.0 -50.0 +49,1• 49.1• • +5(1/-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE '• MIN. SASH SIZE = WINDOW WIDTH - 5928 2 1111111/ LYNn/ �., �` �.�.-•" �9j �� ReHsion C) NO CHANGES THIS SHEET. ��•.• VICENSF'•.�(�% AK-03/27120 No. 58705 _ -O (i( _ Oeeniption: =J3 •• / 2 6 : �; O� 1070TECHNOLOCiYDRNE DESIGN PRESSURE TABLES .• TE F !V •••'40RIDP,.••G��; N. VENICE, FL 34275 (941)480-1600 HORIZONTAL ROLLER -LM ONALI���`�\ serAa/MadeL I stele A. LYNN MILLER, P.E. HR-5510 NTS P.Eg58705 REGISTRATIONM9298 PRODUCT REVISED as complying with the Florida Bulletin, Code NOA-No. 20-0406.01 Expiration Date 09124/2025 By v� Miami -Dade Product Control J ROSOWSKI Dote: 05/15/15 .L. Dmwing Na Rev: 7 OF 18 MD-HR6510-01 C TART P 1n. Glass Types Design Pressure (lbs/ft2) 6-e for XO or OX Windows plaint Level R4 AIIBuck Heights up to 72' All Suck Widths up to 75• SEE TABLE 20 FOR ANCHORAGE TABLE 11: Glass Types 5-6 Design Pressure (Ibsife2) for XOorOXWindows Reint Level R4 Window Buck Height 48' S4' 63° +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0+65.0 h2r�112' -70.0 -65.0 -70.0 +650 -700 +65.0 -70.0 +65.0 -70.0 +65.0 .70.0 +65.0 .70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 1 +65.0 1 40.0 +64.3- $4.3' uo-ru r�rt aaLAAA v rrw o-o SEE TABLE 21 FOR ANCHORAGE Glass Types 10 -12 Sash Configuration sash Width Range (m) Design Pressure(Ibs/fl2) forXOX Windows Reinf. Level R4 Window Buck Heigh 41„ 54. 83„ Custom 11.391 - 13.397 +65.0 -110.0 +65.0 T -110.0 +65.0 .110.0 60" % % % 13.398-15.360 +65.0 -110.0 +65.0 -110.0 +65.0 .110.0 15.361 - 19.641 +65.0 -110.0 +85.0 -110.0 +65.0 .110.0 t g 75" Custom 11.391-13.397 1 +65.0 -110.0 +85.0 -110.0 +65.0 -110.0 % % % 13.398 - 19.110 +65.0 A10.0 +65.0 -110.0 +65.0 .110.0 -ya -/ 19.111 - 24.641 +115.0 -110.0 +65.0 -110.0 +65.0 .110.0 In Custom 17.641-19.397 +65.0 -110.0 +65.0 1.110.0 +65.0' .104.61 g96" % % % 19.398-24.360 +65.0 -110.0 +65.0 -710.0 +65.0• -109.51 Custom 14 ili - 31.641 +65.0 -110.0 +65.0 -110.0 +65.0 .110.0 120" Ia-%-'/a 29.641-32.515 +65.0 -110.0 +85.0 .110.0 +65.0• -104.E 32516.39.641 +65.0 1 -110.0 +65.0 -110.0 +65,0 -110.0 140" Custom -39.641 1 -65.0 -110. TABLE 12: Glass Types 10-12 8 14-16 Design Pressure (Ibs/It2) for XO or OX Windows Reinf. Level R4 Window Buck Height 54• 63- 76' 25-1/2' +65.0 -110.0 +65.0 -110.0 •r65.0 -110.0 v 28" +65.0 -110.0 +65.0 -110.0 465.0 -110.0 Y 36- -65.0 -110.0 +65.0 -110.0 +65.0 -110.0 m 4r 11 +65.0 -110.0 +65.0 -110.0 +65.0 48° +65.0 -110.0 +65.0 -110.0 +65.0 60' +65.0 -110.0 +65.0 -110.0 +65.0 g-93.9 75' +65.0 -110.0 +65.0 -103.5 +65.0 0 +85.0 -110.0 +65.0•-104.8• EXTERIOR SEE TABLE 26 FOR ANCHORAGE '• MIN. SASH SIZE = WINDOW WIDTH - 60.72 2 Glass Types 14- 16 Sash Configuration Sash Width Range On) Design Pressure(Ibse)forXOX Windows Reinf. Level R4 Window Buck Height 48' 54" 63, Custom 11.391 - 13.397 +860 -110.0 +65.0 -110.0 +65.0 .110.0 60" % % % 13.398.15.360 +65.0 -11QO +65.0 .110.0 +05.0 -110.0 -%s 15.361-19.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110,0 Custom 11.391 - 13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -109.3 75" %-% % 13.398-19.110 +65.0 -110.0 +65.0 -110.0 +65.0 -1020 19.111.24.641 +65.0 -110.0 +65.0 -110.0 +65.0 -1029 In 17.641.19.397 +650 -110.0 +65.0 -110.0 +65.0 -97.4 95"19.398 - 24.360 +65.0 -110.0 +65.0 -110.0 +65.0 -92.0 24.361-31.641 +650 .110.0 +65.0 -110.0 +65.0 -88.4 120"29.641 a -32515 +85.0 -110.0 +65.0 -1098 +65.0 -84.3 32.516 - 39.641 +65.0 -110.0 +85.0 1050 +85.0 -80.8 140"•• -39.641 +660 -110.0 +ti5.o -1050 +65.0 60.0 ACC I AULt LL t'UK ANUMUKAUE R SASH WIDTH -�i H iT TABLE 13: Glass Types 5 a 6 sash Configura8on Sash Width Range On) Design Pressure (lbs/ftt) forXOX Windows Reinf. Local R4 Window Buck Height 36• 48' 54' 63' Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 65.3 6D' %-%, A 13.338-15.360 +65.0 -70.0 +65.0 .70.0 +65.0 -70.0 +65.0 -70.0 15.361-19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Custom 11.391-13.397 +65.0 -70.0 +65.0 69.6 63.3 +532 53.2 75" y %_% 13.393-19.110 +65.0 .70.0 +65.0 -70.0 -86.5 +562 56.2 3 % %-% 19.111 .24.641 +65.0 -70.0 +65.0 -70.0 .70.0 +65.0 66.0 2 Custom 16.360-19.397 +65.0 -70.0. +59.9 59.9 d+5.5.5 55.5 +49.1 49.1 �_X 19.398 - 24.3fiD +85.0 -70.0 +82.i 621 58.0 +50.3 50.3 Custom 24.381-30.3fi0 ♦85.0 -70.0 +65.0 -70.0 67.3 +57.0 57.0 120" Y•M_% -30.360 +65.0 -70.0 +59.9 .59.9 55.5 +49.1 1 -49.1 Tevl c +�. •• MIN. SASH SIZE= vv - 2 w m --- SEE TABLE 24 FOR ANCHORAGE Glass Types 7 g B Sash Configuration Sash Width Range On) Design Pressure (Ibsift2) for XOX Windows Reinf. Level R4 Window Buck Height 36" 48' W. 63, Custom 11.391-13.397 +65.0 -70.0 +65.0 .70.0 +65.0 .70.0 +65.0 .70.0 60" %-36-% 13.398 - 15.360 +65.0 •70.0 +65.0 -70.0 +65.0 .70.0 +65.0 -70.0 15.361-19.641 +650 -70.0 -65.0 .70.0 +65.0 .70.0 +65.0 -70.0 Custom 11.391-13.397 +65.0 -70.0 +65.0 .70.0 +65.0 -70.0 +850 -70.0 75' %-y._y. 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 m A-16-% 19.111 - 24.641 +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Casten 18.360-19.397 +65.0 -70.0 +65.0 •70,0 +85.0 -70.0 +65.01 -6/.2' 96' %-%-y, 19.398 - 24.360 +650 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0• -68.8' Ouslom 24.381 - 30.360 +8 .0 -70.0 +65.0 -70.0 +65.0 .70.0 +650 70.0 120" y._yr_+/, -30.360 +65.0 -70.0 +65.0 -70.0 +65.0 -7R0 +65.0• -87.2' -001-M t-UK ULAAA I YFE B " MIN. SASH SIZE = WINDOW WIDTH -59.28 2 SECTION DETAIL MEETING RAIL FOR WINDOWS WITH 26 LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 JAMB EXTERIOR \' CONFIGURATIONS) ' GLASS TYPES 8 14-16 I� o MAY NOT BE USEDSED WITH V J•CHANNEL OR INTEGRAL JCC InOLC L/ rVK ANGI'1VKA(it NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) "1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. o • FIN FRAMES PRODUCT REVISED as complying with the Florida 1111 11 Building Code NOA-No. 20-0406.01 ,`� .....E N �q/ �i� �!� C) NO CHANGES THIS SHEET. Expiration Date 09/24/2025 Pa,-.• LICNSE''• AK - 03127/20 BY Product No. 58705 �_ Miam ad Control DeDrown pBon: Drown By: � 'Ll N IZ O ;• (� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 7E4F c�OR101`,•';G\?� N.VENICE,FL$4275 (9af}46a15oo HORIZONTAL ROLLER 05 V11AL1 e"E - LM 5/15 \\\ //'0 A LYNN IMILLER, P.E. Serl-IM d 1. sewn. SheaL• Droxng No. Rev. P.E#58705 REGISTRATION#29296 HR-5510 NTS 8 OF 18 MD-HR5510-01 C TABLE 17: Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash Width 30" Height 1 36" Height 1 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height (in) Head Head m m Head Head m Head Head m Head m -9 Head m a m Reinf. Level &Sill -, & Sill n & Sill & Sill &Sill -� & Sill & Sill I 8 Sill l- R1 Anchor Group A Anchor Group C 25-1l2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 3 v- 28" 13.397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 M+C2+1 3 1+C2+1 3 1+C2+1 3 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+160" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 131 2+C2+2 3 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 21 1+C2+1 3 1+C2+1 31 1+C2+1 3 v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 11 2+C2+2 121 2+C2+2 3 2+C2+2 131 2+C2+2 13 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE TABLE 6 FOR DESIGN PRESSURE TABLE 18: Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash Width 30" Height 36" Height 48" Height 1 54" Height 30" Height 36" Height 48" Height 54" Height Cn) Head Head Head Head Head Head a Head n Head Reinf. Level & Sill & Sill 4 & Sill & Sill & ill[ & Sill A & Sill 4 &Sill R2 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m Not Allowed 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+132+1 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c v � 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 11 75" 36.897 2+C2+2 j 21 2+C2+2 3 2+C2+2 13 2+C2+2 3 11 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 31 1+C2+1 3 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+C2+1 3 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Y 36" 17.397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Co 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 v 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 121 2+C2+2 13, 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 131 2+C2+2 131 2+C2+2 13 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX, O.C. SPACING SHOWN ON THE ELEVATIONS. SEE TABLE 7 FOR DESIGN PRESSURE Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group E Anchor Group F 3,8" 4" GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PER JAMB 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: (2) ANCHORS AT THE FIXED SECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL �+ EE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE CLUSTER DETAILS, SHEET 8 SEE ELEVATION, / 0 7MEErING SHEET 1 ELEVATION, SHEET 1 RAIL Ij REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PERJAMB 1+C3+2+C3+1 4 HEADAND SILL ANCHOR QUANTITY. (1) ANCHOR AT THE SASH +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE FIXED SECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (1) ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE ELEVATION, SEEELEVATION, 7ZXUMEETING 0 X SHEEr1 SHEETI 3 RAIL SEE CLUSTER DETAILS, REPEAT ANCHOR PATTERN AT SILL SHEETS Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3.4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT PRODUCT REVISED as compsyIng with the Florida Building Code NOA-No. 20.0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control C) NO CHANGES THIS SHEET. o AK - 03/27/20 0 > LID o C7 N 09 aloa U) 0 w � LL C) Z SLLi -TT CI n U 0 m a Z 0M0 W o> Z W Co J I LL m ~ � w J 7aa4S ® J ~ (n Z Q J Z � Z z 0 0 o 2 X z Q 0 2 & L-11 2 opt saua 5 \,\CENS4,, i No. 58705 :lit : 1q rr it SAT OF A LYNN MILLER, P.E. P.E# 58705 Glass Types Anchor Quantities forXO orOX Windows 5-8 Sash 30" Height 1 36" Height 1 48" Height I 54" Height 1 63" Height 39' Height 36" Height 48" Height 54" Height 63" Height Width Head E Head Head Head E Head Head £ Head Head E Head E Head Reinf. Level°� 8 Sill &Sill 8 Sill &Sill & Sll &Sill �; & Sill &Sill -; &Sill &Sill R3 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 v 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 F-77-1 36.897 2+C2+2 121 2+C2+2 131 2+C2+2 14 2+C2+2 4 2+C3+2 41 2+C2+2 121 2+C2+2 3 2+C2+2 4 2+C2+2 14 2+C2+2 4 Anchor Group B I Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 � 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 v 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 SEE TABLE 8 FOR DESIGN PRESSURE Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor I Anchor Group E Group F 3.5" 4" Glass Types Anchor Quantities forXO or OX Windows 6-8 Sash Width 39' Height 9 Head 36' Height 9 Head E 48" Height 9 Head E 54" Hei ht 9 Head 63" Hei ht 9 E Head 72" Height 9 E Head E 30" Height 9 Head E 36" Height 9 Head 48" Height 9 £ Head E 54" Hei ht 9 Head E 63" Hei ht 9 Head E 72" Height 9 Head E Reinf. Level Cl & Sill M & Sill M I & Sill I & Sill ; & Sill � & Sill � & SIII � &Sill � &Sill � &Sill ; &Sill � &Sill R4 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 342+G3+12 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 g 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+ +2 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 ' 4^ 2+C4+2 ^5^ 2+C4+2^ 5' MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Group F 3.2" 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Data 09/24/2025 By Miaml-Dado Product Control C) NO CHANGES THIS SHEET. .`o AK - 03/27/20 m U m > Y •noa O � I] � m o O 6 N 0 JOJa ala0 0 N LL _ Z tmo 7e U U o umo 0 "N 0mo LLI Z W . r-> ozm w J m m O 1¢- W o raaVS ® m J Z I� 00 d J Z mars F- Ia-• o p O Z m Q O S 2 sill '�sa0 sauaS \\``tilli� nirrr LY&IIV ., No.58705� ATe 6� J C� •'•F<ORIOP,... \\ 10NAL 0k, A. LYNN MILLER, P.E. P.E# 68705 Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash Width 30" Height 1 36" Height 1 48" Height I W' Height 1 63" Height 30" Height 36" Height 1 48" Height I 54" Height 63" Height (in) Head Head E0, Head Head Head Head Head -9 Head E0, Head n Head EO, E Reinf- Level 81 Sill 81 Sill M & Sill 81 Sill ' & Sill ' & Sill &Sill P. & Slll &Sill R4 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 21 1+C2+1 31 1+C2+1 14 1+C2+1 4 1+C2+1 4 aF42" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 131 2+C2+2 41 2+C2+2 41 2+C3+2 4 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 21 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 4 L v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 141 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 Co 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 v 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+03+2 4 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+231 MM 2+C2+2 42+C2+2 4 2+C2+2 4 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 4" SEE TABLE 11 FOR DESIGN PRESSURE TABLE 22: GLASS TYPES Glass Types Anchor Quantities forXO or OX Windows 10-12 & 14-15 MAY 10-12 & 14-16 Sash Width NOT BE USED WITH J-CHANNEL 30" Height 36" Height 48" Height 54" Height 63" Height 76" Height 30" Height 36" Height 48" Height 54" Height 63" Height 76" Height Head a B Head a E Head E Head a E Head a E Head .a E Head E Head a E Head a B Head a E Head a a S Head OR INTEGRAL FIN E Reinf. Level on) &Sill &Sill 10 & Sill i0 , &Sill ° &Sill m &Sill ° & Sill m -, & Sill m 10 � & Sill 0 & Sill 1° & Sill -, m & Sill 0 FRAMES m R4 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 V3 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 36" 17,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 m Not Allowed 5 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 48" 23.397 1+C2+1 2 1+C2+1 3 i+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 NOTES: 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 r4l 2+134+2 4 2+C4+2 5 2+C4+2 15. 1)FRAME DIMENSIONS ARE BUCK WIDTHAND BUCK HEIGHT (SEE Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 sS PERFIGURES0 AS PER THE FIGURES ON 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+132+1 3 1+102+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 ij 5 SHEETS6-8. 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2) FOR SIZES NOT 5 SHOWN,ROUND UPTO 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 m THE NEXTAVAILABLE 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 3 5 WIDTH OR HEIGHT DIMENSION SHOWN ON 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THE TABLE 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 S 3) SEE SHEET9FORA GUIDE USING THESE SEE TABLE 12 FOR DESIGN PRESSURE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. ELE TABLES . . PRODUCT REVISED as eomplying with the Florida Building Code NOA-No. 20-0406.01 Expiration �D^ate 09/24/2025 By �G Miami -Dade Product Control •, C) NO CHANGES THIS SHEET. .`" AK - 03/27120 •"s rc m U W > •aa �Lo o O o (0 ol 0 aloe O umi J o OWo 2 Z m � C) U_ o CO I— Z umma JMO m( C, J z� w J DO m LL LL o Fa- W J mys ® # z F- 00 : C7 J H Z aio=s F Z o m p O 2 K Z a Q x lX 2 sill •osap sauog YILYNrr��' No.58705 CA>r TJ '• 57� F E D • 1- ;, ��'•, 5 AT (vim: 'Ol NAL et %% A LYNN MILLER, P.E. RE # 58705 TABLE 23- MINIMI IM AN(:Hr1R (]I IANTITFS CHn1NN CI I ANf:Hr1RAf.F IUI ICT AI Cr1 !`nI.IIOI V 1MTLJ TUC rnev n Glass Types 5-8 Anchor Quantities for XOX Windows Sash Sash Width 24" Height 30" Height 38' Height 48" Height 54° Height 1 63" Height 24" Height I 30" Height 36" Height 48° Height 1 54' Height 1 63" Height Reinf. Level R3 Configuration Range (in) Head &Sill � Head &Sill a ' Head & SIII a ' Head &Sill a ,� Head &Sill E Head & Sill a � Head & Sill a ,� Head & Sill a E Head & Sill a E Head & Sill a E Head & Sill a a ' Head & Sill Anchor Group A Anchor Group C 35.114" %%-Y3 11.391-11.391 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1 1+C2+0+C2+1 4 1+C2+G+C2+1 4 1+C2+0+C2+1 4 38" Ya-Y % 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+G+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 1 1+C2+D+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+02+1 4 45-1/6" %%% 11.391-13,397 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+Q2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Y. 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 47�/4" 11.391 - 12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y3 12.298-15.558 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+G+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+D+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 52-1/8" y%% 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %% % 13.398 - 17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 9 60' %% % 13.398 - 15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y% % 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" X-y % 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Y,% 11,111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96° %% % 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 120" %-Yz % '"-30.350 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Anchor Group 8 - Anchor Group D 35-114" %%-y 11,391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+p+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38' %%% 12.308-12,308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C240+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 45-1/8" %% % 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 %% Y3 13.398-14.683 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 47.3/4" /a-y-/a 11.391 - 12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+CZ+1+C2+1 4 Ye--% % 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391 - 12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 :5 52-118" %-y % 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %% % 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 60" v %% % 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7+C2+1+C2+1 4 -I3 Ya 15.361-19,641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 Custom 11.391 - 13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" %% % 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 i+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96" %% % 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361 - 30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+i 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 120" '%-% % --30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Max.AnchorO.C. Spacing for "Integral- Fin" Installation Anchor Group E Anchor Group F 2.9" 4" •• MIN. SASH SIZE= WINDOW WIDTH -59.28 NOTES: SEE TABLE 9 FOR DESIGN PRESSURE 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "1/4-1/2-1/4° AND "1/3-113-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as compiling with the Florida Building Code NOA-No. 20-0406.01 Expirati�on Date 09/24/2025 By 1 /� Miami -Dade Product Control C) NO CHANGES THIS SHEET. Go AK - 03/27/20 U W >_ N o Ix 0 N 0 a1o0 rn 0 LO Lo ' Z LL coo 1] 2 LU `' Xa 2 00 U U_00 eNaa FZ 'ON > r Z co W In OD O i¢- cc N_ o J IaayS p Z w o j Z elaog � IX Z Z o O O w w = U N X L`On Z Q O_ a = alpl asa0 sauag \`i111111111/j/j Y LYNA, ��,. •' LICEN'9': No. 58705 :� - O . �o ' I&6Fo /,'�S/jjNAL ING`�� A LYNN MILLER, P.E. P.E.# 58705 MIMIMI IM ANCHnR OI IANTITIFS SHOWN- ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types 5 & 6 Sash Sash Anchor Quantities for XOX Windows 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36' Height 1 48" Height 54' Height 1 63" Height Reint Level R4 Configuration Width Range (in) Head & Sill E Head & Sill E Head & Sill Head & Sill E Head & Sill E Head & Sill Head & Sit Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & S81 E Anchor Group A AnchorGroup C v x m 3 35-1/4" %-'/3 % 11.391-11.391 Not Allowed 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+O+C2+] 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" 't/a-'/a % 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+o+C2+1 4 1+C2+O+C2+1 4 45-1/8" %Z % 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 4-y-t/a 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2-0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 473/4" 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t t t 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 52-1/8" Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 % % % 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2]+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %-% % 13.398-17,018 1+C2+0+C2*1 2 1+C2*0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 60" Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+l+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 y%-Y, 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %% % 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 75" Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Y ?%-t/4 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Y,-%-% 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 F12.- Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2]+C2+3+C2+1 3 1+C2+3+C2+1t +3+C2+1 4 1+C2+3+C2+1 4 %%z--Y44 19.398-24.360 1+C2+3+C2+1 2 NC2+3+C2+1 21+CZ+3+C2+1 3 1+C2+3+C2+1+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.3el-30.360 NC2+2+C2+1 2 1+C2+2+C2+1 2 NC2+2+C2+1 3 1+C2+2+C2+1+2+C2+1 4 1+C2+2+C2+1 4 Y4 %-y ^-30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1+3+C2+1 4 1+C2+3+C2+1 4 Anchor Group B Anchor Group D 35-1/4" %% % 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 38" %% % 12.30a-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 y,-y t/4 11.391-13.397 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2]+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45 178" t/a -/-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2a0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2*1 4 1 1*C2+0+C2+1 4 1+C2+0+C2+1 4 y 'Y,% 11.391-12.297 1+C2+1+C2+1 2 1-C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47314" %--% % 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2a0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2]+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+NC2+1 3 1+C2a1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z 52-118" % Y2-y 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+NC2+i 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 NC2+1+C2+1 4 1+C2+1+C2+1 4 13.398-17.018 1+C2+0+C2+1 2 1+C2+0*C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+] 2 1aC2+0+C2+1 3 1+C2+O+C2+] 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 u m' Custom N.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2*1aC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2«1 4 0 60" %-%-y4 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ]+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 1+C2+0+C2+1 2]+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13,397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" % %_ % 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 -y 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 1+C2+1+C2+1 141-C2+3+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360 - 19.397 1+C2+3+C2+1 2 1+C2+3+C2+7 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4]+C2+3+C2+1 4 4+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3]+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96" %�% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+3+C2+11+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+14Custom 24.301-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+11+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1*C2+2+C2+1 4 1+C2+2+C2+1 4 120" t/4%-Y44 -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+7 4 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 4" WINDOW WIDTH -59.28 NOTES: aec (ABLE iS rum ucaiGim FRESSunc ^ MIN. SASH SIZE = 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "114-1/2-114'• AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as eomplyying with the Florida Building Codo NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control •• C) NO CHANGES THIS SHEET. a AK - 03127/20 S z W U > li L0 Y •nay a 0 to C O d O N O C3 alaa y 0 � O -J LL 2 z to 0 � (=j V O F Z00oN u.xw0 0M0 W .•. O � CZ 0) W 00 J m LL O m ~ w P7 iaa4S ® J H N 1t z a o z Z O N S Z Q O = K 2 agO rosap saua5 ��..•••�ICENSF •'•��� :� No. 58705 ' pt AL A LYNN MILLER, P.E. P.E# 58705 TART F'JS- MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types 7 $ 8 Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows 24° Height 9 30" Height 9 36° Height 8 48- Height 9 54" Height 9 63' Height 9 24° Height 9 30' Hei ht 9 36- Height 9 48- Height 9 54° Height 9 67 Height 9 Reinf. Level R4 Head 8 Sill ,� Head 8 Sill a a Head 8 Sill Head 8 Sill a Head $ Sill a a m Head 8 SIII Head $Sill a Head 8 SIII a a Head 8 SIII Head 8 Sill a Head 8 Sill a 9 Head $Sill a 1 Anchor Group A Anchor Group C m o 35-114" %%-'/3 11.391-11.391 Not Allowed 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+o+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 38' % Y. 12.308 - 12.308 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1I8" '/c '/c 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 47-3/4" /a-yz /a 11.391 12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 y3-% 12.298 - 15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 52-1/8' Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %% X 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %% % 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+02+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 60" Custom 11.391 - 13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %% y4 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %3% % 15.361 - 19.641 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 75' Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 '/ yz % 13.398 - 19.110 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 %%%3 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 96° Custom 18.360-19.397 i+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 %-y % 19.398 - 24,360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 Custom 24.361 - 30.360 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 120- '/a-%-'/a -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 Anchor Group B Anchor Group D 35-1/4" %%3-% 11.391-11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" %% % 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 '/a-yz-% 11.391 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45.1/8" 13.398 - 14,683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 y y4 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47314° -ys--�/ 12.298 - 15.558 1+CZ+0+C2+1 2 1+C2+0+C2+1 2 i+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391 - 12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+i 4 1+C2+1+C2+1 4 L a_ 5&1/8' %%% 12077-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %%-'/3 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 60' % y% 13.398 - 15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %-%-% 15.361 - 19.641 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75' %% % 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 19.111 - 24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+i+C2+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.350 - 19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 %% % 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 7+C2+3+C2+1 4 1+C2+3+C2+1 4 L12.- Custom 24.381 - 30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 % Y% °"-30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 11+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 3.7" "MIN. SASH SIZE =WINDOW WIDTH - 59.26 NOTES: SEE TABLE 14 FOR DESIGN PRESSURE 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4)-1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as complying with the Florida BWlding Code NOA-No, 20.0406.01 Expiration Date 09/24/2025 By y dllaml-Dade Product Control C) NO CHANGES THIS SHEET. o AK - 03/27/20 rc � U j Y •tea 9 U) 0 N U) O In p W JJ J 0 sis0 lY x 0 zLL o d U U OD uMwO 6 W - rat W0M0 'sN J 00 LL 0 }H} LU LU J a 1aa4S ® m F Z � f2 O d J F z alo,S Z 0 x 0 0 it Z ¢ 0 x L9 � x silly rose0 saua5 `\�1n l tt t t l////I pNY L...... Qa' UGENSF'•. No.58705 •� - -0 OF '/is/ONAL t00":' A LYNN MILLER, P.E. RE fi 58705 TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities forXOX Windows 10 -12 Sash Sash 24' Height 317- Height 36° Height 48" Haight 54° Height 83' Height 74' Height 30' Height 36' Height 48' Height 54' Haight63' Height Relnf. Letel Configuration Width Range On) Head 8 SIII a Head $ Sill Head 8 Sill a m Head 8 Sill a E Head 8 Sill a Head $ Sill n Head 8 Sill Head 8 SIII w Head $SIII a a Head $Sill Head $Sill a a Head 8 Sill Anchor Group A Anchor Group C 35-114" 38" 45.118' 47-314" 52-IIV m' 60' 75° 96. 120' 140' %%% 11.391-11.391 Not Allowed 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 % 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 %-% % 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 -M-Y, 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3+0+C3+1 4 Y y y4 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+WC3+1 4 1+C3+0+C3+1 4 %-Y,% 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391-12.016 1+C2+0+C2+1 0+C2+121+C2+0+C2+121+C2+0+C2+131+C3+0+C3+141+C3+0+C3+141+C3+0+C3+14 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+03♦0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 %%% 12.017-13,397 13.398-17.016 0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 11.391-13.397 2+C2+1 1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3+2+q+1 4 4 1+C3+2+C3+1 4 13.398-15.360 15.361-19.641 0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 I+C3+0+C3+1 4 1+C4+0+C4+1 4 F3Y'4,YY4 11.391-13.397 2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 13.398-19.110 2+C2+1 r1+C2+2+C2+1-2 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 19.111-24.641 0+C2+1 2 1+C2+0+C2+1 2 1+C3+D+C3+1 3 1+C3+D+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 17.641-19.397 +3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 %-%--% 19.398 - 24.380 +3+C2+1 2 1+C2+3+C2+1 2 1rC2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+04+1 4 -%-% 24.361 - 31.641 +2+C2+12 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2 4 %- % 29.641-32.515 +3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 Ya-Y 32.516-39.641 +2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+04+2 4 2+C4+3+C4+2 4 Custom ••-39.641 +3+C2+2 2 2+02+3+02+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 Anchor Group 8 Anchor Group D 35-1/4• %-Y3 % 11.391-11.391 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 q 1+C2+0+C2+1 4 1+C2+0+02+1 4 38' %-% % 12-308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 q 45.118' %-jz-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 -Y % 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 47-314" %% % 11.391 - 12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 %--% % 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391-12.016 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+O+03+1 4 1+C3+0+C3+1 4 52-1/8' %% % 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 13.398 - 17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 m' 60" %% -% 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 -% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 75' %% % 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 -%-% 19.111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+p+C3+1 4 1+C4+0tCq+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+04+4+C4+1 4 96' y%% 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 �r%-Ys-% 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2 4 1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 120" %% % 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+ 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 %-y 32516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+04+4+C4+2 4 2+C5+4+C5+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 140' Custom ••-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+CS+4+CS+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 NOTES: SEE TABLE 15 FOR DESIGN PRESSURE 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). TYPES 10-12 814-16 '• MIN. SASH SIZE = WINDOW WIDTH -60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 'GLASS MAY NOT BE USED WITH 2 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE J-CHANNEL OR INTEGRAL 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. FIN FRAMES 4) "1/4-1/2-1/4" AND-1/3-1/3-1/7 INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By_ Mlaml-Dade Product Control ii C) NO CHANGES THIS SHEET. .2 AK - 03/27/20 a= U UJI > � Y •.ey To 0�CI r U }rl- o O 69 04 O M atcD Co u7 Z � coo d U ULIJ ❑ .goo _ I— Z v ,,.� oN 'JMO Z W J 0] W LL O o I¢— LU J u1 taa4s ® m H Z O i, I— z0 0 Ci J Z al°os 1¢— Z m p 2 O o Z O e. IX Q 2 ag!1 '�sa0 sauag `111111111111, No.58705 1 si — ° -4 TATE F (V44i� A LYNN MILLER, P.E. P.EN 58706 TABLE 27: ON THE ELEVATIONS. Glass Types Anchor Quantities forXOX Windows 14 -16 Sash Sash 24" Height 30- Height I 36" Height 48" Helght 54" Height 63" Height 24" Height 1 30• Height 36" Height 1 48" Height 54" Height I 6T Height Re(nf. Level R4 Configuration n) Range (in)Head Head 8 SIII ,� a 8 SIII � Head 8 Sill ,� a Head 8 SIII E Head 8 Sill � Head 8 Sill E Head 8 SIII a E Head 8 SIII � Head 8 SIII m Head 8 SIII � Head 8 Sill a a n Head 8 Sill � Anchor Group A Anchor Group C 35-114" 38" 45-118' 47,V4" 52-118" m 60" 75" 96" 120' 140' %-%-Y 11.391-11.391 Not Allowed 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Y-%a-% 12.308-12.308 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2♦1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+03+0+C3+1 4 Y % 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C4+D+C4+1 4 +/a-Y3-Y 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C3+0+C3+1 4 Y Y4 11.391-12.297 1+C2+0+C2+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 3 1+q+0+C3+1 4 1+C3+D+q+1 41+C3+0+C3+1 4 1+C4+0+C4+1 4 4 1+q+0+C3+1 4 y%-% 12.298-15.558 Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 y4-%-% 12.017-13.397 1+C2+0+C2+1 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 2 1+q+0+C3+1 3 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+D+C4+1 4 i+C4+O+C4+1 4 1+C4+0+C4+1 4 4 1+04+0+C4+1 4 %-),% 13.398-17.016 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+q+1 4 1+C3+2+q+1 4 1+04+2+04+1 4 %%-y 13.398-15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C3+2+C3+1 4 1+q+2+C3+1 4 1+C4+2+C4+1 4 %-Y,% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+04+1 4 1+C5+0+C5+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+04+1 4 %% % 13.398-19,110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+q+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+04+1 4 %-% % 19.111-24.641 1+C2+0+C2+1 2 1+q+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+D+C5+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+CZ+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 is-%-% 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 24.361 - 31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C4+3+04+2 4 2+C4+3+C4+2 4 1+(-4+2+04+1 4 % %% 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+q+CA+2 4 2+C4+4+C4+2 4 2+C4+3+C4+ 4 Y.-%-% 32.516-39.641 2+C2+2+C2+2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+CZ+2 2 2+- 3+CZ+2 2 2+C2+3+CZ+2 3 2+C4+3+C4+2 3 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 4 2+C4+3+C4+2 4 Custom ••-39.641 Anchor Group B Anchor Group D 35-1/4" %-%-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+02+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 38" Y3-%-y 12.308 - 12.308 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C3+0+C3+1 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+G3+1 4 1/B' -y % 11.391-13.397 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+q+1 4 1+gt0+C3+1 4 1+C4+0+C4+1 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 i+C3+D+C3+1 4 1+C4+0+C4+1 4 %45 -% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+q+1 4 1+C3+D+q+1 4 1+C3+0+q+1 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+Orq+1 4 1+C3+O+q+1 4 1+C3+O+q+1 4 47,/4' 3j-y 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+q+D+q+1 4 1+C4+O+C4+1 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+q+1 4 1+q+D+C3+1 4 1+C4+0+C4+1 4 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+q+p+C3+1 4 1+C3+O+q+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+O+q+1 4 1+q+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391 - 12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+q+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+D+C3+1 3 1+C3+O+q+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 52-1/8" %% % 12,017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 1+C3+0+q+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C3+O+C3+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 6 %-%-% 13.398-17.016 1+C2+0+C2+1 2 1+C2♦0+C2+1 2 1+C3+0+q+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+q+0+C3+1 3 1+C3+0+C3+1 4 1+C4+D+C4+1 4 1+C4+0+C4+1 4 custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+q+1 4 1+q+2+C3+1 4 1+C4+2+C4+1 1+CZ+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 'I+C3+2+C3+1 4 I+C3+2+q+1 4 I+C4+2+C4+1 4 m 60' %%-y 13.398-15.380 1tC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+q+1 4 1+q+2+C3+1 4 1+C4+2+C4+1 1+C2+1+C2+1 142.. 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+q+1 4 1+q+1tC3+1 q 1+C4+1+C4+1 4 u %-%-% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+04+1 4 1+04+0+C4+1 4 1+C5+0+C5+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 1+C4+0+C4+1 4 I+C4+0+C4+1 4 1+C5+D+C5+1 4 custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+3+q+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+04+3+C4+1 4 1+C4+3+C4+1 4 75" %-%-% 13.398 - 19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+11+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 Y.-%-% 19.111-24.641 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+q+0+q+1 3 1+C4+0+C4+1 4 1+C5+O+C5+1 4 1+C5+0+C5+1 1+C2+0+C2+1 2 1+C3+O+q+1 2 1+q+O+C3+1 3 1+C4+0+04+1 4 1+C5+O+C5+1 4 1+C5+O+C5+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+CZ+1 3 1+q+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+q+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 96' %-%-y 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C4+4+04+1 4 1+C4+4+C4+1 +C4+1 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 -%-'/ 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2+C4+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C4+2+04+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 120" -%-% 29.641 - 32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2+C4+22+C2+3+C2+2 .2+C4+3+C4+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 q 2+Cq+3+Cq+2 p 32.516.39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2+C4+22+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C4+2+C4+2 4 140' Custom ••-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+q+CA+2 4 2+C4+3+C4+2 4 NOTES: s== IncLt 10 run u=bIUM rn=sOUn= 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). WINDOW WIDTH -60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. "MIN. SASH SIZE = 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "1/4-1/2-1/4" AND "1/3-1/3-113" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By C) NO CHANGES THIS SHEET. ,c0 AK - 03127/20 U W > W) Y •�aa o U °r C)o d 0 N O A ayo0 to 0 Ln to to LL O LL b Z (D 0 ' CS UU_d fe w 0 Z ON LUDMO Z W e0 -J m LL O m F W OJ 4 45 ® J Z K CO o 4 Z 0 I-- slues � O o rn Lu 2 N Lo 0: Z Q O S eD� •usa0 sauas t 1111111111// Qa•• �IGENSC'•. ���% No. 58705 •• PC,'. STE p •��` '��ss •. 4013I0-•.•'GN A LYNN MILLER, P.E. P.E# 68705 TABLE 28: Bill of Material # Part# Description Material 1 620121 Frame Head, Sill and Jambs - ! Channel PVC 2 620122 Frame Head, Sill and Jambs - Flange PVC 3 620123 Frame Head, Sill and Jambs - Fn PVC 4 620124 Frame Head, Sill and Jambs - Equal Leg PVC 13 620172 Anti -Lift Insert / Trim Cover PVC 14 620131 Fixed Meeting Rali PVC 15 620158 Track Insert 6063 T6 AI 16 1 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620166 Monorail 6063 T6 AI 19 - 620156 Pull Rail Interlock 6063 T6 AI 20 620144 Pull Rail Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 T6 At 22 620151 Standard Sash Reinforcement 6063 T6 At 23 620152 HD Sash Reinforcement 6063 T6 At 24 620153 Standard Meeting Rail Reinforcement 6005 T5 At 25 1 620154 HD Meeting Rail Reinforcement 6005 75 At 26 620155 H.D. Horiz. Roller Meeting Rail Reinforcement 6005 T5 At 27 71OX114PPA #10 x 1-1W PH. PH SDS (Monorail Screw) 41O SS 28 61644 Weatherstrip, .187" x .270" Fin Pile 29 61719 Weatherstrip, .187° x .220" Poly Pile 30 #8 x 1" Ph. PH SIDS (Interlock Mounting Screw) 410 SS 31 78X312PPA #8 x 3-1/2" Ph. PH SMS (Fixed Meeting Rail Screw) 41O SS 32 716698P Meeting Rail Screw Support Plate 6063 T5 At 33 720210 Weep Hole Cover PVC 34 720187 Installation Screw Hole Plug PVC 37 720197 Auto Lock C Steel 38 720199 Sweep Lock Cast Znc 39 720196 Auto Lock Cover Assembly Cast Znc 40 #6 x 1-1/6" Ph. PH BIDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Znc 42 76X34PPA #6 x 3/4" PH. PH SOS (Keeper Screw) SS 43 7612FPTX #6 x 1/2" FPH Tek (Reinforcement Screw) SS 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Corner Key Nylon 46 Lockstile Top Comer Key Nylon 47 Lockstile Bottom Comer Key Nylon 48 720204 Wheel Nylon 72 620135 Lami. I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 75 71684/5 Setting Block (7/8" x 2" x 1/8"), 85 +/- 5 duro. EPDM 80 61011 Roll -formed Screen Alum 81 61012 Extruded Screen Frame Alum 82 Extruded Screen Spreader Bar Alum 83 47042W Screen Comer Key with Pull Ring PVC 84 47041WICKGLB Screen Comer Key No Pull Ring PVC 85 7CASPM Tension Spring SS 86 61816048 Screen Cloth Fiberglass 67 1 61635161614 .140" Screen Spline (Machine/Hand Rolled) Vinyl 3.500" 3.500' -�� .062° �I••.- .062" 2.445" D ],Ef ooC o O d _ F .625" J•CHANNEL .625"FLANGE FRAME 1.375' O FRAME HEAD, SILL O HEAD, SILL $ 1 & JAMBS JAMBS NOTES: 1) ITEMS # 5-12, 18, 35. 36, 49-71 & 73 AE NOT USED AND ARE NOT PART OF THIS APPROVAL 2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 3.500" a 0� 2.445" 2.445° �000� o r � �+- 1.501.872° Imo- T ►{ I � `�T f ~ 1.630" .772" .065" o O 1.020" .065" 1.231" •060" �II►- ANTI-LIFT FIXED TRACK 13 & TRIM COVER � 14 MEETING RAIL 15 INSERT h 1.375" -+{ 1.00D" �-- 16 SASH RAIL FIN FRAME 1.375'II O HEAD, SILL& JAMBS 3.500' LKFIIz44 Q�Inl' so EQUAL LEG FRAME O4 HEAD, SILL& JAMBS �t-.2.10�0"�n2.176" .5gp" .471 070" " .050° LIFT RAIL LIFT RAIL 20 18 INTERLOCK INTERLOCK COVER .300" .316' .070" 1.100" .750° U .754" � •715" 715" .025° 0U 1.185"��� !!l111 .�0° ROLLED TRUDED LIGHT SASH STANDARD 72 SASH BEADING 80 SCREEN (FRAME 81 SEC EEN FRAME 21 REINFORCEMENT O REINFORCEMENT yI 070" �{�- 1.182" �- 1.182" �-- -I fT .280" 1.184" r•+- ,.J_, T- .070" T__r l� .070" ,791" VT 1.D41° 1.041" "f1l_1 1.229" 810"(� }T .150 � 1.331" I+- LV130" 164" I STANDARD HD MEETING AHD H MEETING REINFORCEMENT 24 MEETING RAIL 25 RAIL 26 RAIL 17 MONORAIL 23 REINFORCEMENT REINFORCEMENT REINFORCEMENT ` NY LYN NoNo�58705 '•: r„I�// I� = 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 8/0NA1- A III Mlil�Ei, RE EGMTRATION#29298 P.E#58705 C) ADDED BACKBEDDING. AK - 03/27/20 PRODUCT REVISED as campiyIng with the Florida Building yodo NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control Description: I Oiown W. WINDOW EXTRUSIONS & BOM J ROSOWSKI HORIZONTAL ROLLER - LM 1 05/15/15 1 NTS I 17 OF 18 I MD-HR5510-01 I C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SCREEN ASSEMBLY DETAILS v v EXTERIOR FRAME ASSEMBLY NOTES: DETAILS 1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-8. SASH ASSEMBLY DETAILS EXTERIOR. f1 SASH RAIL J FRAMEJAMB cvl-s OPT. AUTO LOCK I I 20 ATTACHED TO hull FRAMEJAMB OPT. SWEEP LOCK MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS Egress Lock Bill of Material # Part Description Material 100 7MC7024 Multi -Point Lock Operator Cast Zinc 101 73340 Operator mounting Plate Steel 102 72015 Multipoint Lock Keeper Aluminum 103 720214 Mullipcint Lack Guide Nylon 104 220217-221 Tie Bar (Length Varies) Stainless Steel 105 71024X12HFX #10 x 11Z' HH MS Stainless Steel 106 7851FPAX #8 x 1` Ph. FH SMS Stainless Steel 907 78X/5FPTX 1#8 x 3W Ph. FH SDS Stainless Steel EGRESSLOCK DETAILS (NOT TO SCALE iED TO JAMB C) NO CHANGES THIS SHEET. ��`,�,0•.•••••••. �10ENSF'•:(� AK-03127120 `mat.•' No. 58705 * = = Description: &J? ' '•!(/�` EXPLODED WINDOW VIEW '.,�5 •'F��R��P'' G��� Tine: HORIZONTAL ROLLER - LM AL. a LY�I 'Oi Ilikl ' P.E. Se6-1.tlodel. HR-5510 scale NTS Sheet 18 OF 18 P.E# 58705 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/2412025 BY Miaml-Dade Product Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 REGISTRATION #29296 J ROSOWSKI Data: 05/15/15 Vo Rev: R5510-01 C