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HomeMy WebLinkAboutNotice of AcceptanceFile C MIAM4oADE � REVIEWED � �V®®� �COUNTY 9�PLIA MIA CONTROL SECTION e t UCT CONTROL SECTION RE EI E O N 1805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONO RP3 itltl Miami, Florida 33175 BOARD AND CODE ADMINISTRATION DIVISION %ii786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOA ww.miamidade.eov/economy PGT Industries, Inc. s�, 6��ie coon 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-HR5510-01 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) t- 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 (coNTINuED) 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.15-0903JO) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th 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-51 Edition (2014) and FBC- 6a' 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 Nod 5-0903.10) 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 Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: F17L-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, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-61' Edition (2017) and FBC-71(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 "TrosifolO 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(CONTWUED) 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-61 Edition (2017) and FBC- 7t` 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, SEE CLUSTER DETAILS SHEET 6—\ Ir- 12-3/4" MAX. O.C. 8" MAX. -+ A, SEE SHEET 31y EQUALLY SPACED _ ANCHORSPER TABLES 17-22 SEE SILL WEEPHOLE—/ DETAILS, SHEET J - B, SEE - -•10" MAX. .i a MAX. O.C. MA) BUC L HEIGI O X B" MAX. 4" O.C, 3" MAX. `BETWEEN�- EPHOLES B 75' MAX. BUCK WIDTH C, SEE SHEET4 SEE SHEETS JJJ 9-16 SEE SHEETS MAX.MAX• --� � - 9.16 _,�, D. SEE SHEET4 10" MAX. O - X - f 1 SEE SILL WEEPHOLE 4" O.C. DETAILS, BETWEEN - SHEET4 PEEPHOLES 75" MAX. BUCK WIDTH C 72" MAX. BUCK HEIGHT 3" MAX. L 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-� 6" MAX �+- EC S ANCHOI TABLE SEE SII WEEPHOI DETAIL SHEET PRESSURE RATING I IMPACT RATING VARIES PER REINFORCEMENT I LARGE & SMALL MISSILE LEVEL, SEE SHEETS 6-6 IMPACT RESISTANT 15.85" --- --i Imo— 111.94"MAX. O.C. MAX. O.C. R RPP ' -' SHEET3 E ,UALLY / / / 63' PACED aS MA) PER BUC 23-27 HEIG' O X X. D.C.X MAX. O. "MAX. E I B• 4" O.C. BETWEEN WEEPHOLES B 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 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUSTTEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS. 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 1-12" THICKARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"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 SEALING/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 THEAUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072, 8073 & 8074; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA; ELCOIDEWALT CRETEFLEX NOA; ELCO/DEWALTAGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL USER INSTRUCTIONS: 1) DETERMINE THE USING WINDLOAD ASCE 7. WIND OW OPENING'S DESIGN SXOX), NG llllll LYNN� 2) KNOWING YOUR FIRAME TYPETE , WINDOW CONFIGURATION (OX, XOC, SIZE, GLAZIURE OPTION FROM (TABLE 1) AND `\��� NY 0 ....... 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 �� '��.•' ,%CENSc- • .. •'• '• (n OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. �� '•� % 3) DETERMINE THE MOST SUITABLE No. 58705 ANCHOR GROUP FROM TABLES 2AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION �• CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9.16), VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -O- '•• 1 •� 0 , �= SET ARE MET. 6)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL : O TA OF ��'•, FL LEG INSTALLATION OR SHEET4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE ORIDP.•'' �� S • G DETAILS. • • • • • �� NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL. FLANGE,AL111�N INTEGRAL FIN OR EQUAL LEGISCX), SEE FIGURE 8 ON SHEET 2. A LYJJII M1I LER, P.E. 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 • ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI SIOD-16 • AISC 360-16 GENERAL NOTES.........................I ELEVATIONS ................................. I FRAME, GLASS & ANCHOR OPTIONS ............................. 2 INSTALLATION, FLANGE & EQUAL LEGBOX................. 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...................... 4 GLAZING DETAILS ........................5 DESIGN PRESSURES...................6-8 ANCHOR QUANTITIES ................. 9.10 EXTRUSION PROFILES & BOM....17 ASSEMBLY.....................................18 C) UPDATED TO FBC 2020, REVISED ANCHOR TYPE TABLE. AK - 03127/20 D-alpllon: 1070 TECH No LOGY DRR/E GENERAL NOTES & ELEVATION N. VENICE, FL 34275 (941)480-1600 77dw HORIZONTAL ROLLER - LM NTS I 1 OF 18 PRODUCT REVISED as complying with the Florida Building Code MCA -No. 20-0406.01 Expiration Date 09/24/2025 MlamlDade Product Control J ROSOWSKI MD-HR5510-01 05/15/15 Glass Type Description (Listed from Exterior to Interior) 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7116" Air Space + 5/16" Laminated; (2) Utes of 1/8" A Glass with .090" PVB Intedayer 6 7/8" Laminated I.G,: 1/8" T Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 7 718" Laminated I.G.: 3116' A Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 8 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 118" A Glass with .090" PVB Intedayer 10 7/6' Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 118" H Glass with .090" SG (ntedayer 11 7/8" laminated I.G.: 3/16" A Extedor Cap + 318" Air Space + 5116" Laminated; (2) Lites of 1/8" H Glass with .090' SG Intedayer 12 7/8" Laminated I.G.: 3/16" T Extedor Cap + 3/8" Air Space + 6/16' Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 14 718" Laminated I.G.: 1/8" T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Utes of 3116' A Glass with .090' SG Intedayer 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of3/16" A Glass with .090" SG Intedayer - 16 _ 7/8" Laminated I.G.: 3116" T Exterior Cap + 1/4" Air Space + 7/16' Laminated; (2) Lites of 3/16' A Glass with .090" SG Intedayer TABLE 2' ALLnWAR1.F ANOFIORR THROI lr:l4 THE FRAME Group Anchor Substrate Min. Edge Distance Mln. Embedment' A #10 SMS (steel, 18-8 S.S. or410 S.S.) F• . SouthernPine( = .55) 71. 1-318" Steel, A36• 3/9' 0.050" Steel Stud, A653 Or. 33' 3/8" 0.0451" (18 Ga.) Aluminum, 6063-75' 3/8" 0.050" 3/16" steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) 7116" 1-318" Concrete (min. 3 ksi) 1" 1-3/6" 3116' steel Ultracon Ungmmed CMU, (ASTM C-90) 2-12" 1-114" 3/16" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 1" 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116, 1-w Steel, A36• 318" 0.050' Steel Stud, A653 Gr. 33• 3/8- 0.0451" (is Ga.) Aluminum, 6%3-T51 31t1" 0.063" 1/4" steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) 1" 1318" 1/4" steel Cmleflex P.T. Southern Pine (SG-0.55) 1" 1-318" 114" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-we" 114" steel Ultracon Concrete (min. 2.85 ksq 1" 1-314" Ungrouted CMU, (ASTM C-90) 2.1/Z' C 1/4" steel Ultracon+ Concrete (min. 3 ksl) 1.3118" 13/4" Ungrouted CMU, (ASTM C-90) 1" 1-114- 1/4" steel Creleflex Concrete (min. 3.35 ksl) 1" 1314" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2.1/2" 1-314" 1/4" steel Ultracon+ Concrete (min. 3 ksi) 2.1/2" 1-314" 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2.112" 1-1/4" D 1/4" steel Creleflex Concrete (min. 3,35 ksl) 2.1/2" 13/4' Ungrouted CMU, (ASTM C-90) 2.1/2" 1-114" 114" steel Aggre-Gator Concrete min, 3.275 ksi 1-1/2" 1318" Grouted CMU, (ASTM C-90) 1 2" 2" TABLE 3' Al LOWARI F AW'HnRS THRnIIr l4 THE lhlTFr]RAI FIN Group Anchor Substrate Min. Edge 1310ance Min. Embedment* E 2-1/2' x .131' Common Nall P.T. Southern Pine (SG-0.55) 3/8• 2-7/16- 2-1/2" Ring•ehank Roofing Nall P.T. Southern Pine (SG-0,55) 3/8' 2-7/16' F #10 eel, 1Truss8-8 S.S. SMS (a or410 S.S.) P.T. Southern Pine (SG=0.55) 112, 1318• Aluminum, 6063-T5` 3/8" 0.050, Steel Stud, Gr. 33• 3/8' 0.0451" (18 Ga.) Steel, A36• 1 3/8' 1 0.050' #12 SMS (steel, 18-8 S.S. er410 S.S.) P.T. Southern Pine (SG=0.55) 9116" 1318" Aluminum, 6063-T5• 1 3/8' 1 0.063" Steel Stud, Gr. 33" 3/8' 0.050" Steel, A36• 3l8' 0.050' • MIN. OF 3 THREADS BEYONDTHE METAL SUBSTRATE. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. "A" = ANNEALED 'H' = HEAT STRENGTHENED 'T' TEMPERED TEMPERED "PVB" _ .090" TROSIFOL® PVB BY KURARAY AMERICA, INC "SG"- .090" SENTRYGLAS(ID INTERLAYER BY KURARAY AMERICA, INC. 'GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE HVHZABOVE30'. Material Min. Fy Min. F. Steel Screw 92 ksl 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco/DeWalt Aggre-GatcrO 57 ksi 96 ksi Elco Ultracon® 155 ksl 177 ksi 3/16' DeWalt UltraCon+8 117 ksl 164 ksl 114" DeWalt Ultracon+® 410 SS Elco/Dewalt CreteFlex® 148 ksl 127.4 ksl 164 Tel 189.7 ksi 6063-T5 Aluminum 1 16 ksi 22 ksf A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 1 33 ksi I 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 1-12" 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 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. Frame Types (see Fig B) Glass Options (see Table 1) Installation Conditions Substrate Option Detail Sheet J-Channel (#1) 5-8 Through the Integral 1In...... ....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/Buckstdp - sheet 4, option 6 ,,,,Into Metal - sheet 4, option 7 Flange (#2) All Through the frame of the window...... ....into 2X Wood Frame/Buckstdp - sheet 3, option 1 ....Into Concrete/CMU - sheet 3, option 2 ....through I Buckstdp Into Concrete/CMU - sheet 3, option 3 ....Into Metal - sheet 3, option 4 Integral Fin (#3) Through the Integral fin...... ....Into 2X Wood Frame/Buckstdp - sheet 4, option 5 ....into Metal - sheet 4, option 8 Through the frame oithawn dow...... ••..Into 2X Wood Frame/Buckstdp - sheet 4, option 6 ....Into Metal -sheet 4, option 7 Box I Equal -Leg (�) All Through the frame of the window...... ....Into 2X Wood Frame/Buckstdp - sheet 3, option 1 ....Into Concrete/CMU - sheet 3, option 2 „-,through 1X Buckstdp Into ConcratelCMU -sheet 3, option 3 ....Into Metal - sheet 3, option 4 FIr tiRF R• FRAME TVPFS 0 1:11OX �0 0 FLANGE BOR EQUAL - LEG D 0 a J-CHANNEL 0 3 �ff7 INTEGRAL FIN LYNN,��%,� k No. 58705 �, = Q MIN. OF -)3 '�'•z-B :••<(/� N.TVENICR34275DRNE THREADS �O�'.• A OF Cf/� BEYOND THE i '•.'PtOR101;.•'•GN (gbt}480.1800 METAL S SUBSTRATE. �i "' iS,'ONAL A LYNPAILLIEW, P E P FH sams REGISTRATION 929296 C) REVISED ANCHOR TABLE, CORRECTED TABLE 4. AK - 03/27/20 PRODUCT REVISED ag complifing with the Florida Building Code NOA-No. 20-0406.01 Expimtlon Date 09/24/2025 Bg Mlamt-Dado Product Control GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI TiBe: Dote: HORIZONTAL ROLLER - LM 05/15/15 Snrfw/mcdel: Score: I Sheet Dnn leg Na Aar. HR-5510 NTS 2 OF 18 MD-HR5510-01 C INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP. ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE 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 Q EMBEDMENT #10 OR #12 STEEL FRAME SMS (G5), SEE SHOWN TABLE 2, SHEET 2. 2 a❑� 1/4"MAX SHIM �� 13 72 ODADE 0 APPROVED MULLION, -. Y9 FBC COMPLIANT ALUMINUM/STEEL FRAMING / OR STEEL STUD. MAY BE J VISIBLE FIXED VERTICAL OR HORIZONTAL. LIGHT LITE SEE SUBSTRATE ATE PROPERTIES, HEIGHT 2, SHEET 2 29 HEIGHT EXTERIOR / d%L� SASH VISIBLE 21 OR 22 OR 23 LIGHT (SEE SHEETS 6 8) HEIGHT TYPICAL FOR j ALLSASH J_ WEEP I OPT. I 1-1/4" X EQUALLEG FRAME SHOWN INSTALLATION <; OPTION 2 ANCHORED THROUGH . . FRAME DIRECTLY INTO CONCRETE/CMU. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE VERTICAL DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2: SECTION B-B FL FF SF 1/4" MAX INSTALLATION OPTION 3 INSTALLATION 21 OR 22 OR 23 ANCHOREDTHROUGH FRAMEAND IX OPTION 4 BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS "I SEE NOTE 2, SHEET 2. TYPICAL FOR ALL FRAME INTO METAL -8 1/4" MAX. SHIM FLANGE -� FRAME 72 SHOWN (SEE SHEETS E "XO" OR "OX" ALL "XOX" FIXED MEETING RAIL "XO" OR "OX" SASH 1/4" MAX SHIM EMBEDMENT 19 16 30 16 29 28 :'.:,. 20 40 OPERABLE 43 EDGE SASH DISTANCE 3739 - _ 28 FIXED 41 ❑ 9 '• TYP. ANCHOR TYPE, EMSEDMENTAND LITE I VISIBLE VVV EDGE DISTANCE PER o r- •-y I LIGHT WIDTH SUBSTRATE, SEE TABLE 2, SHEET 2. lI 85 87 0 1..'.a. 00 VISIBLE 3HT WIDTH --'�`- - - EXTERIOR " • I• ' tZOR 25 OR 26 14 4 EQUAL LEG (1) AT MID -SPAN OF INTERLOCK TYPICAL FOR ALL FRAME 43 (1) 3-112" FROM EACH SASH ED MEETING RAIL SHOWN CORNER AND (1) AT CENTER OF BUCK WIDTH u�nr���rrnr c�r�rr�r.r e e il.vv SASH STILESIRAILS � SHEETS 7-8) TYPICAL ALL "XOX" SASH BUCK WIDTH HORIZONTAL SECTION E-E (XOX) EQUAL -LEG PRODUCT REVISED INSTALLATION AS PER SECTION A -A ABOVE FRAME rs eompiging with the Florida I I III- SHOWN Bolldiog Codo i Reviefon: NOA-No. 20.0406.01 ���ONY LYNN2� �',,�� C NO CHANGES THIS SHEET. Explratlon Date 09/24/2025 . •' • �IGENS', AK - 03/27120 �j P: By NO 587 Mlaml-Dodo Product COMroI EDGE DISTANCE VISIBLE LIGHT FORMULAS _ U = '•, 2 �; 41i� '. Desaiption: FLANGE & EQUAL-LEG/BOX FRAMES Dm" W. J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (EQUAL-LITE. XO & OX) O STAT OF '•. F/OR 16W RBe: Data: WIDTH: BUCK WIDTH 12 -4-114" C� I.•�C: %, ss;' •..........C�`�• (941}4 HORIZONTAL ROLLER - LM 05/15/15 HEIGHT: BUCK HEIGHT - 7-1/4" � ff ''., A LY If�MSLL�R, P.E. Series/MadoL sNT sheee DZI No. Rev: C P.E.q 58705 REGISiRAMONIM288 HR-5510 NTS 3 OF 18 MD-HR5510-01 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES I INSTALLATION OPTION 6 INSTALLATION OPTION 7 21 OR 22 OR 23 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME 2 SEE INSTALLATION NOTES SHEET (SEE SHEETS NOTE 2, SHEET 2. ANCHORED THROUGH INTO METAL (INTEGRAL ALL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- �.- EMBEDMENT 1 —L FINIFLANGE REMOVED) "XO" OR "OX" SASH STRIP.SHEET OTE 2, DISTANCE I'� 1/4-MAX.SHIM 19 16 13 16 30 29 28 O EDGE g;m— I 20 40 OPERABLE 40 DISTANCE FRAME SHOWN n I #10 MS (G5) SEE -� 37-39 11/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. DADE APPROVED MULLION, I BUCK TYP. ANCHOR TYPE, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) FIN FRAME SHOWN INSTALLATION OPTION 8 '�- ANCHOREDTHROUGH FIN INTO METAL (FLANGE MAY BE REMOVED) 010 OR 012 STEEL SMS (G5), SEE TABLE 2, SHEET 2. 1-1/4"X1/4" U 3 / � ' L1UHI VVIUIH `.:J 14 1 J-CHANNEL 15 (SEE SHEETS 6-8) TYPICAL FOR FRAME 33 ALL "XOX" FIXED MEETING RAIL SHOWN BUCK WIDTH 3 1/4' MAX HORIZONTAL SECTION C-C (XOX) PRODUCT REVISED o p SHIM (1) AT MID -SPAN OF INTERLOCK O 1 3-1/2" FROM EACH SASH INSTALLATION AS PER SECTION 0.D ABOVE as complying with the Florida FIN FRAME 43 () Building Codo CORNER AND 1 AT CENTER OF SHOWN () 11 Ire NOA�Io. 20.0406.01 TYP. ANCHORTYPE, SASH STILESIRAILS \����aN.. L... 7,�� Ravuton. Expiration Dale 09/2412025 EM13EDMENTAND� 0 �1�,••'`OCENs' % AKNO /27120GES THIS SHEET. P EDGE DISTANCE PER EDGE DlISTANCE Q-;' '•.�� G By SUBSTRATE, SEE SEE _L * No. 58705 _ Miam Wade Product Control TABLE 3, SHEET 2. —..I EMBEDMENT VISIBLE LIGHT FORMULAS UMP�n 0rean By VERTICAL = 7J '• i — 1070 TECHNOLOGY DRIVE J—CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 (EQUAL —CITE, XO & OX) ���'•. ATE OF �� N. VENICE, FL34275 ANCHORED THROUGH INTEGRAL FIN SECTION D-D .Fc OR10P..••' C��`\ (941)48D-1� INTO 2X WOOD FRAME OR BUCK- WIDTH: BUCK WIDTH / 2 -41/4" G \ TrZa: �~ STRIP. SEE NOTE 2, SHEET 2. ,, S TONAL E\�� ` HORIZONTAL ROLLER — LM 05/15/15 HEIGHT: BUCK HEIGHT-7-1/4" � S � rl/11ME"'� Serlee/Madof: Scale: Short Om"Ing Na. Rer. A LYNt� , RE HR-5510 NTS 4 OF 18 MD-HR5510-01 C P.EA58705 REGISTRATION d29296 STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS-v STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS-V BUTYL 8 DESICCANT FOAM EXT. GLASS-. POLYISO- BUTYLENE SEAL ROLL -FORME STAINLESS STET EXT. GLASS - 5116" —1/4" NOM. 7e KODISPACE 4SG TPS INT. GLASS '-MELT BUTYL -3/16" NOM. n SUPER SPACER@) NXT- GLASS 79 DURASEAIA SPACER INT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL 78 XL EDGETm coA11Co GLASS 7/8".NOM. �-- 5/16" A/A PVB 7/16" AIR SPACE — 1/8" A GLASS — aEXTERIOR GLASS TYPE 5 7/8' NOM. 5/16" H/H SG — 7/16" AIR SPACE — 1/8" T_ GLASS - aEXTERIOR 5116" A/A PVB — 7/16" AIR SPACE — 1/8" T GLASS - aEXTERIOR 5/16" H/H SG- 3/8" AIR SPACE - 3/16" A GLASS• aEXTERIOR 718" NOW [ — GLASS TYPE 6 7/8" NOM. �•�- 5/16" A/A PVB — 3/8" AIR SPACE - 3/16" A_ GLASS - aEXTERIOR 718"NOM. I V Nil GLASS TYPE 7 —�{ 7/8" NOM. 5/16" H/H SG — 3/8" AIR SPACE - 3/16" T GLASS - aEXTERIOR 6/16" A/A PVB — 3/8" AIR SPACE- 3/16" T GLASS - aEXTERIOR 7/16" A/A SG — 5/16" AIR SPACE — 1/8" T_ GLASS- G] EXTERIOR 71W NOM. I V NIII GLASS TYPE 8 7/8.NOM. � — GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 1/2" NOM.GLASS 7/8" NOM. 718" NOM. 76-79 BITETYP. 72 74 7/16" A/A SG 7116" A/A SG XTERIOR � GLASS TYPES 5, 7, 11 8 15 1/4" AIR SPACE 1/4" AIR SPACE ' MAY NOT BE USED IN THE a 28 3116" A_ GLASS 3/16" T_ GLASS HVHZ ABOVE 30'. 29 Q 75 a EXTERIOR c] EXTERIOR GLASS TYPES 10.12 814-16 29 ' MAY NOT BE USED WITH ID J•CHANNEL OR INTEGRAL 76-79 FIN FRAMES ❑V GLASS TYPE 15 GLASS TYPE 16 PRODUCT REVISED complying h the Florida o O • •• �� Bas ulldl NOA-No. 20.0406.01 Revielon: • - • TYP. GLAZING ���� �.� GNY LYN/y rig \10ENgFQl�%, C) NO CHANGES THIS SHEET. AK-03/27/20 Expiration Date 09/2412025 G� DETAIL ;����' By Miami -Dade Product Control "A" -ANNEALED = 7r• ; No. 58705 — Part # Descriptlon Material 76 Kommerling 4SG TPS Spacer System See this 77 Quanex Super Spacer nXrwith Hot Melt Butyl 78 Quanex Ouraseal Spacer Sheet for Materiels 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-9717, 8968 & 8970 "H"=HEAT STRENGTHENED 'T'=TEMPERED "PVB"- • �} = —'77 _ . Do crlptlon: GLAZING DETAILS Ora— W. J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. AMERICA90" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. ��= %��•.. q E OF ' i��t`s •.,"40RIOP,, •`G�� i (�1}aeo 15o0 RDe: HORIZONTAL ROLLER WINDOW- LM Date: 05/15/15 FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, ALS'1.1NL118L�A,P.E SerWlModd: Swk: Sheet• Dradng No. Re .. SHEET2. HR-5510 NTS 50F18 MD-HR5510-01 C P.E#58705 REGISTRATION #29298 TABLE S- Index to All Design Pressure and Anchor Quantity Tables Config• Max. Width M.. Height Glass Typo Roinf. Level Design Pressure Anchor Quantity T.1,1. 0 Shogt 0 Table q S eet # XO or OX 75' 5' 54' S.8 1 6 6 17 9 2 7 6 18 9 83' 63' 3 6 7 19 10 4 11 8 21 11 72' 6-8 4 10 8 20 10 75' 78' 10.12 4 12 8 22 11 14-16 4 12 8 22 11 x0% 120' 63" 5-8 3 9 7 23 12 5 8 6 4 13 6 24 13 7 8 8 4 14 8 25 14 140' 6W 10-12 4 15 8 25 15 14-16 4I 18 1 8 1 27 1 16 —►� I - 4' MAX. O.C. 5-ANCHOR CLUSTER DETAIL 4' MAX. O.C. �— 4-ANCHOR CLUSTER DETAIL 4" MAX. O.C. —� �-- 3-ANCHOR CLUSTER DETAIL 8" MAX. O.C. 4" MIN. O.C. / 2-ANCHOR CLUSTER DETAIL TARI P R- Glass Types Design Pressure (Ibs/fl2) 5.8 forXOorOXWindows ReiN. Letel R1 All Buck Heights up to 54" All Buck Widths +50/50 up to 75" BEE TABLE 17 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEP (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) E%TERIOR a NOTES: 1) USE THESE TABLES FORALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SHEETS 3A). 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 "113.113-1/3- 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. TART F ]- Glass Types Design Pressure (Ibse) 5.8 fbr XO Or OX Windows Reinf. L.e%el R2 All Buck Heights upto 6C All Buck Widths .+fi5 /-70 up to 75" SEE TABLE 18 FOR ANCHORAGE R SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEP H (REINFORCEMENTS SHOWN HT IN FIGURES APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) JG RAIL .� No. 58705 i �s •'•F�ORIDP,.•' •N *11 t5' 0.NAL LONNN MILD P\E. E%TERIOR a SASH WIDTH -- R H 4T MEETING RAIL JAMB ExVtoa o p PRODUCT REVISED as complying with the Florida Building coda RoWalon: NOA-No. 20-0406.01 C) NO CHANGES THIS SHEET. Expiration Dale 09/24/2025 AK - 03127/20 By Mlaml-Dade Product Control DmeAPRan: Drown 6Y 1070TECHNOLOGYDRNE DESIGN PRESSURE TABLES J ROSOWSKI N. VENICE. FL 34276 (941}480.1tL0D rifle: HORIZONTAL ROLLER - LM Daa: 05/15/15 Sarfm/Alodek Scala: Shut: Drvxfng Na Rer. HR-5510 NTS 6 OF 18 MD-HR5510-01 C R H IT EXTERIOR a MEETING RAIL SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY MALL FRAME TYPES 6 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 34). 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. TART ... Glass Types Design Pressure (Ibs/fe) 5.8 for XO or OX Windows ReiN. Level R3 All Buck Heights up to 63' All Buck Widths +50/-50 up to 75" JCC 1ABLE 19 FURANUMUKAUE TAR[ F 4 Glass Types 5-8 Re1nL Level R3 Sash Contgum6on Sash Width Range Qn) Design Pressure (Ibslft2) forXOX Windows Window Buck Height 48' 1 54 63- 35.1/4' Y % % 11.391-11.391 +50.0 50.0 +50.0 50.0 1 +50.0 1 .50.0 36' %% 12.308-12.308 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 45 116- % %-y 11.391-13,397 +50.0 -50.0 +50.0 50.0 +50.0 50.0 %%s-Y. 13.398.14.663 +50.0 50.0 +50.0 50.0 +50.0 -50.0 47.114' Y4-yi-y 11.391 -1Z297 +50.0 •50.0 +50.0 50.0 +50.0 -50.0 %s-Y % 12.298-15.558 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 Custom 11.391-12.016 +50.0 -50.0 1 +60.0 50.0 +50.0 50.0 E52-IIW %-% % 12.017-13.397 +60.0 50.0 +50.0 .50.0 +50.0 - 0.0 y-%-% 13.398-17.016 +50.0 50.0 +50.0 .50.0 +50.0 .50.0 on Custom 11.391-13.397 +50.0 50,0 +50.0 50.0 +50.0 50.0 60' Y,-1/r % 13.398-15.360 +50.0 50.0 +50.0 50.0 +50.0 50.0 y -� 15.361-19.641 +50.0 50.0 +50.0 50.0 1 +50.0 -60.0 Custom 11.391-13.397 +50.0 .50.0 +50.0 -50.0 +50.0 1 50.0 75' %- % 13.398-19.110 +50.0 -50.0 +50.0 -50.0 +50.0 50.0 %-%-Y 19.111-24.641 +50.0 SO.D +511.0 •50.0 +50.0 -50.0 Custom 18.360-19.397 +50.0 +50.0 -50.0 +49.1' 49.1'g6' y4-J2-y 10.398-24.360 +50.0 +50.0 -50.0 +504 50.0 Custom 24.361-30.360 +50.0 E +50.0 -50.D +50.0 50.0 120• Y Y, ••-30.360 +50.0 +50.0 -50,0 +49.1- 40.1' +aurcu ran muiao 1 TrcA PO 5EE TABLE Z3 FOR ANCHORAGE •• MIN. SASH SIZE= WINDOW WIDTH-59.28 2 . 111111l11 OVV LYN ......... �.,� •• 2/j Revston C) NO CHANGES THIS SHEET. ` .• �10ENSLc' .��� AK-03/27/20 No. 58705 ' Awcnp8on: 1070TECHNOLOGYDRIVE %�OT'.• STATE 26 DESIGN PRESSURE TABLES •'•(V�� 'c<ORIDP.•'' N.VENICE.FL34275 (941}480-16DO 715e: HORIZONTAL ROLLER- LM // 1 1 1 1 1 1111 Sdd-)ode. Seclx A. LYNN MILLER, RE P.Ep58705 HR-5510 NTS REGISTRATIONA2.9298 PRODUCT REVISED as eompMnp with the Florida gutlding Codo N011i 20-0406.01 Expiration Date 09/24/2025 gy �/rJ Nllumi-0ado Product Contre J ROSOWSKI Dale: 05/15/15 set: Dioirfng No. Rare 7 OF 18 MD-HR5510-01 C Glass Types Design Pressure (lbslfe) 6-8 for XO or OX Windows ReInL Level R4 All Buck Heights up to 72• All Buck Widths +50 /-50 up to 75' Stt I AMU ZO FOR ANCHORAGE TART F 1n- Glass Types 5-8 Design Pressure (lbs/ft2)for XO or OX Windows ReInL Lovel R4 Window Buck Height 48. 54' 1 63' 25-1/2' +65.0 -70.0 +65.0 1 -70.0 1 +65.0 1 .70.0 p 28' +65.0 -70.0 +65.0 -70.0 1 +65.0 -70.0 36" u +65.0 -70.0 +65.0 +65.0 .70.0 m' 4Y +65.0 •70.0 +65.0 .70.0 -70.0 +65.0 48" +65.0 .70.0 +65.0 -70.0 +65.0 60' +65.0 -70.0 +65.0 -70.0 +65.0 U-70.0 -70.0 +65.0 .70.0 +64.3• SEE TABLE 21 FOR ANCHORAGE Glass Types 10 • 12 Sash Configuration Sash Width Range (In) n Design Pressure IbsW for XOX 9 ( ) Windows Reinf. Level R4 Window Buck Heigh 48" 54" 63" Custom 11.391 - 13.397 +65.0 .110.0 +65.0 -110.0 +65.0 -110.0 60" % Y % 13398-15,300 +65.0 1.110.0 +65.0 1.110.0 1 +65.0 1 -110,0 15.361-19.641 +65.0 1.110.0 +85.0 -110.0 +65.0 -1 00.0 Custom 111.391 - 13.397 +65.0 1 .110.0 +65.0 1.110.0 1 +65.0 1.110.0 75" % % % 13398 - 19.110 +65.0 -110.0 +65.0 -110.0 +650 1-110.0 Y Y3 % 119,111 - 24,641 +85.0 1 -110.0 +65.0 -110.0 +65.0 .110.0 Custom 17.641.19.397 +65.0 -110.0 +65.0 -110.0 +65.01 -104.6• % % 19.398 - 24.360 +65.0 .110.0 +65.0 -110.0 +65,0• .109.5• Custom 24.361.31.641 +65.0 -110.0 465.0 -110.0 +65.0 .110.0 120' % % % 29.641 - 32515 +65.0 -110.0 +65.0 -110.0 +65.01 -104.5 %-% 3251 3- 9.641 +65.0 -110.0 +65.0 .110.0 +65.0 -110.0 140" Custom .39.641 1 +65.0 -110. TARI F 1R- TART F 19- Glass Types 10-12814-16 Design Pressure (lbs/ft2) for XOor OXWindoWs Reinf, Level R4 Window Buck Height 54• 63- 76• 25-1/2' +85.0 •110,0 +65.0 -110.0 +65.0 .110.0 28' +65.0 -110.0 +65.0 -110.0 +Me .1 00.0 36' +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 4 . ..+65.0 -110.0 6an 5.0 -110.0 48• +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 60' +65.0 -110.0 +65.0 -110.0 +65.0 .93.9 75• +65.0 -110.0 +65.0 -103.5 +65.0 -80.0 0 +65.0 -110.0 +65.0•-104.6• ERIOR SEE TABLE 26 FOR ANCHORAGE •• MIN. SASH SIZE =WINDOW WIDTH - 69.72 2 Glass Types 14 - 16 Sash Configuration Sash Width Range (n) Design Pressure (IbsW)for XOX Windows Reinf. Level R4 Window Buck Height 41r 54" 03, Custom 11.391 - 13.397 +650 1 A10,0 +65.0 -110.0 +65.0 -110.0 60" % % % 13.398.15.360 +65.0 .110.0 +65.0 -110.0 +65.0 -110.0 1/,-',-% 15.361 - 19.841 +65.0 .110.0 +65.0 -110.0 +65.0 -110.0 .c Custom 11.391 - 13.397 +650 -110.0 +65.0 -110.0 +65.0 209.3 75• �, % % 13.398 - 19.110 +65.0 -11QO +65.0 I -110.0 +65.0 -10ZO %r%,-% 19.111-24.641 +850 .110.0 +65.0 -110.0 +65.0 -1029 a� 5 95" Custom 17.641 - 19.397 +65.0 -110.0 +85.0 -110.0 +e5.0 -97.4 % % % 19.398 - 24.360 +65.0 -110.0 +05.0 -110.0 +65.0 -92.0 Custom 24.301-31.641 +65.0 .110.0 +65.0 .11ali +65.0 -88.4 120" X-%N 29.641-32.615 .65.0 -110.0 +65.0 -109.8 +65.0 -84.3 -'-'/>•% 32.516.39.641 +65.0 -110.0 +65.0 1 -1050 1 +65.0 -80.8 140" 1 Custom .39.041 +650 -110.0 +85.0 -1050 +65.0 -80.0 acc IAnLM[ rUK ANLNUKAGt R •-- . SASH WIDTH -- JAMB EXTEfnOR V a�� ,ne�C C! rUR HrvIirIVKAIit 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-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. H IT TART F 1'1- Glass Types 5 8, 6 Sash Cenfiguretlon Sash Width Range (in) Design Pressure (lbs/fe) for XOX Windows Reinf. Level R4 Window Buck Haight 38" 1 48' 1. 63• Custom 11.391 - 13.397 +65.0 -70.0 +65.0 1 .70.0 +65.0 -70.0 465.0 -65.3 60' % % % 13.388 - 15.360 +65.0 .70.0 +65.0 1 -70.0 +65.0 -70.0 ♦65.0 -70.0 %-% Y, 15.361 - 19.641 +65.0 -70.0 +65.0 1 -70.0 +65.0 -70.0 +65.0 -70.0 Custom 11.391 - 13,397 +65.0 -70.0 +65.0 •69.8 +63.3 .63.3 +53.2 -53.2 75" y_Y._Y. 13.399.19.110 +65.0 -70.0 +65.0 .70.0 +65.0 -66.5 +56.2 56.2 Y.-%-Y,, 19.111-24,841 +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -66.0 P Custom 18.360-19.397 +65.0 -70.0 +59.9 -59.9 +55.5 55.5 +49.1 -49.1 86' Y._Y '. 19.396-24.380 +65.0 -70.0 +62.1 521 +58.0 38.0 +UCustom 24.361 - 30.360 +65.0 -70.0 +65.0 -70.0 +65.0 .67.3 +12D• y �_/ ••-30.360 +65.0 -70.0 +59.9 -59.9 +55.5 55.5 + -MIN. SASH SIZE = vv,Ivuuwyyiu I n - oa.ea SEE TABLE 24 FOR ANCHORAGE TARLE 14' 2 Glass Types 7 8 B Sash Configure' Sash Widh Ruh (in) Design Pressure (Ibslfe) forXOX Windows Reinf. Level R4 Window Buck Height 39' 48" 54" 1 63" Custom 11.391-13.397 +65.0 -7R0 1 +65.0 1 .70.0 +65.0 .70.0 1 +65.0 -70.0 60' %-1/r-% 13.398.15.360 +65.0 .70.0 1 +65.0 .70.0 +65.0 .70.0 1 +650 -70.0 r� Y,-%-% 15.381 - 19.641 +65.0 .70.0 +65.0 .70.0 +65.0 -70.0 1 +65.0 .70.0 Custom 11.391-13.397 .65.0 40.0 +65.0 -70.0 +65.0 .70.0 +650 1 -70.0 75" 13.398-19.110 +65.0 -70.0 +65.0 .70.0 +65.0 -70.0 +65.0 -7D.0 m !i 19.111.24.641 +65D -70.0 +65.0 •70.0 +65.0 .70.0 ♦8.0 -70.0 Custom 18.380 - 19.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0• -67.21 96' y,-y,-y. 19.398-24.360 +65.0 -70.0 +65.0 .70.0 .65.0 -70.0 +65.0• -68.8• Custom 24.38t-30.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +850 -70.0 120" Y.-36-Y. - 30.36D +65.0 -70.0 +65.0 .70.0 1 +65.0 .70.0 +65,01 -67.2' 4lib/-7tl FUK GLASS TYPE 8 •• MIN. SASH SIZE - WINDOW WIDTH - 59,28 2 SECTION DETAIL MEETING RAIL FOR WINDOWS WITH 2B LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) GLASS TYPES 10.12814•16 LYMV `���` . • LICENSE ' •�����% No. 58705 -� '•, L �� 1070TECHNOLOGY DRIVE O Z-:• O� •.• yT TE �F ,: (U�\ N. VENICE, FL 34276 '77 10lVAL A LYhVMI''ER, RE P.E.058705 REGISTRATION N29M 'MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES PRODUCT REVISED as complying with the Florida Bonding Codo Revision: NOA-No. 20-0406.01 C) NO CHANGES THIS SHEET. Expindion Date 09/24/2025 AK - 03127/20 By Miami -Dade Product Control Description: Drum By: DESIGN PRESSURE TABLES J ROSOWSKI 77tie: Data: HORIZONTAL ROLLER - LM 05/15/15 Swf-lModd: Srn7c Sheet DTmrhlg No. R--- HR-5510 NTS 8OF18 MD-HR5510-01 C TABLE 17: Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash Width 30" Height 36" Height 48" Height 54" Height 30° Height 36" Height 48" Height 54" Height Relnf.Level (In) Head E Head E Head E Head E Head E Head Head E Head E & SIII 0, &Sill ' &Sill &Sill ' & Sili ' & __III ' & Sill ' & Sill R1 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 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+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 36" 17.397 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 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 r 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 121 2+C2+2 3 2+C2+2 3 2+C2+2 31 2+C2+2 2 2+C2+2 131 2+C2+2 131 2+C2+2 13 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 131 1+C2+1 3 28" 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 31 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+C2+1 3 1+C2+1 3 1+C2+1 3 r0 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 v 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 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+ 2+C2 2 2+C2+2 3 2+C2+2 131 2+C2+2 13 2+C2+2 121 2+C2+2 131 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 1 48" Height 54° Height 30" Height 36" Height 1 48" Height 1 54" Height Reint Level (In) Head a HeadIII Head E Head Head E Head E Head E Head .a & SIII & SIII & Sill & SIII & SIII ' & Sill M 8 SIII '° & SIII 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 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Y 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+C2+1 3 0 v 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 12 2+C2+2 131 2+C2+2 13 2+C2+2 3 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 21 1+C2+1 1 31 1+C2+1 3 1+C2+1 3 1+C2+1 21 1+C2+1 31 1+C2+1 3 1+C2+1 3 28" 13.397 1+C2+1 21 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 212+C2+2 3 1+C2+1 3 1+C2+1 3 Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 23 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 23 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 23 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 23 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 23 2+C2+2 3 2+102+2 3 NaNiMUMAnVnum UUANr111tA'ti11UVVN. 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 croup E Anchor Grcup F 3,8" 4" GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PER JAMB 2+103+2 1 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. SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 —� SEE CLUSTER DETAILS, SHEET 8 EE ELEVATION, SEE / O — X=-r SHEET 1 ELEVATION, SHEET 11 1 MEETING RAIL ANCHOR PATTERN AT SILL REPEAT FOR XOX WINDOWS: ANCHOR QUANTITY PER JAMB F��j1+C3+2+C3+1 q HEAD AN D S I LL 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, L SEE X O _ SHEET11 ELEVATION„ SHEET 1 MEETING RAIL SEE CLUSTER DETAILS, I REPEAT ANCHOR PATTERN AT SILL SHEET5 Max.AnchorO.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 DIMENSION SHOWN ON THE TABLE. PRODUCT REVISED as complylnB with the Florida 8.1hunp Code NOA-No. 20.0406.01 Expiration Onto 09/24/2025 By Mromt-Dada Product Control E C) NO CHANGES THIS SHEET. ,o AK - 03/27/20 a U > LO Y 'AgqBa 0 N co to O Drop O 2 OJo n Z (D LL, U U_ t3 u«o�0 F• Z -.ON 9M0 W n Z W ro J LL o ~ W J )aa4S ® = Q FU i= J F Z aro=s C! o N pZ O 2 N ¢ED Z Q O_ 2 a1r1 '�sa0 saua5 `�11lnrlrl/j 00 CENgN, N0. 58705 0 . MT O �� �s'•. FCORIOP,.. •' �7� /S'ONAL 1E� A LYNN MILLER, P.E. RE# 58705 Glass Types Anchor Quantities forXO orOX Windows 6-8 Sash 30" Height 36" Height 1 48" Height 1 54" Height 1 63" Height 30" Height 36" Height 1 48" Height 1 54" Height 63" Height Width Head Head E Head Head E Head E Head E Head E Head E Head Head E Reinf. Level & Sill & Sill 10 & Sill III & Sill & Sill =° & Sill -,° & Sol -- & Sill to & 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 14 1+C2+1 141 1+C2+1 4 1+C2+1 21 1+C2+1 131 1+C2+1 141 1+C2+1 I 4 1+C2+1 4 95 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 141 1+C2+1 4 1+C2+1 2 1+C2+1 31 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 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 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 L2+C2+2 4 1+C2+1 4 c 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 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+2 2 2+C2+2 3 2+C2+2 4 2+C2+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 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 29 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 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 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 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 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 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 1 2+C2+2 121 2+C2+2 131 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 1AULt S FUK ut:w,. V YKCJJUKE Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor AncgF Group E Grou 3.5" 4" Glass Types Anchor Quantities forXO orOX Windows 6-8 Sash Width 30" Height Head 1 36" Height Head 48" Height E Head 1 54° Height E Head 63" HeightM Head elght E 30" Height Head 3G' Height E Head 48" Height E Head 54" Height E Head 63° Height E Head a 72° Helght Head a Reinf. Level (in) & SIII M & SIII ° & Sill m & SIII & Sill II 0 & Sill m & Sill ° & Sill f0 & SIII 0 & SIII & SIII 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 51 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 41 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5+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 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5+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 9 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 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 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5+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 v 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5+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 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 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 4 1+C2+1 5+1 5 1+C2+1 2N2+C2+2 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+02+1 536" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5+1 5 1+C2+1 23 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+ 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 23 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+ 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 23 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+ v 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 23 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+ 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 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. C3+1 5 2) FOR SIZES NOT C3+1 5 SHOWN, ROUND UP TO THE NEXT AVAILABLE C3+1 5 WIDTH OR HEIGHT DIMENSION SHOWN ON C4+2 5 THETABLE. 3) SEE SHEET 9 FOR A RESSURE GUIDE TO USING THESE TABLES. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 Mlaml-Dada Product Cortrol C) NO CHANGES THIS SHEET. o AK - 03/27/20 W LO Y U •nBa o O U) 0 N O BIBQ rn 0 U7 to LL (3 Co ' d UL))d e IlMBJQ 0 JMO F- LU Y �> In O F w o_ I..qs Z W F O J Z BrB-s D_ Z O N o y S N it Z Q O 2 � 2 BQrj '�6BQ 6BUBj 1 , No. 58705 G lJ= �OT . F ATE a E� �i (� •. <ORID \ S G . /S/,ONAL 1111110 �\`�� A LYNN MILLER RE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. I I P.Eri 58705 i TABLE 21 - Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash Width Width 30" Height 36" Height 48" Height 54" Height 63" 0" Height 36" Height 48" Height 54" Height — 63" Height (in) Head E Head 11 Head Head HeaHead E Head Head E Head E Head &Sill ' &SIII 8 SIII & S)II &S&Sill &SIII ' 8 Sill &Sill ' 8 Sill R4 Anchor Group A Anchor Group C 25-1/2" 12.147 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28" 13.397 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m' Not Allowed Id 42" 20.397 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 48" 23.397 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 v 60" 29.397 +C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75' 36.897 +C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 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+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+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+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+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+102+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 1 36.897 11 2+C2+2 121 2+C2+2 131 2+C2+2 141 2+C2+2 1 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 4^ TABLE 22: SEE TABLE 11 FOR DESIGN PRESSURE GLASS TYPES Glass Types Anchor Quantities forXO or OX Windows 10.12 & 14-16 MAY ID-12& 14-16 Sash NOT BE USED Width 30 Height 36' Height 48" Height 54" Height 63" Height 76" Height 30" Height 35" Height 48" Height 54" Height 6T Height 76" Height WITH J-CHANNEL in Head E Head E Head E Head E Head E Head E Head E Head E Head Head E Head E Head a • ORINTEGRAL FIN Reinf. Level () & Sill ; & Sill -° & SIII 11 & Sill - &SIII 9 m FRAMES R4 8 Sill &Sill , &SIII &SIII -, 8 Sill &Sill &SIII 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 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 Y 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 42" 20.397 Not Allowed 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 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 v 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 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1) FRAME DIMENSIONS ARE BUCK WIDTH AND Anchor Group B Anchor Group D BUCK HEIGHT (SEE 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 SHEETS 3A). SASH SIZE IE AS PER THE FIGURES ON 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 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 sHEETsse, 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 m' 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 gl+C2+1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 SHOWN,ROUNOUPTo THE NEXT AVAILABLE 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 +C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT DIMENSION SHOWN ON 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 +C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THE TABLE. 75" 36.8972+C2+2 2 2+C2+2 3 2+C3+2 q 2+C4+2 4 2+C4+2 5 2+C4+2 5 +C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 3) SEE SHEET 9 FOR A SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. TARS FS_ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20.0406.01 Expiration Date 09/24/2025 Miami -Dade Product Control C) NO CHANGES THIS SHEET. . AK - 03/27/20 a U >_ _ � m � o } � o O o t7 N O "Io0 O N J O OLo _ Z U U W — O W 'ON Dfia O > 0 Z 0) co W O J m LL O p ~ w Iao4S ® J hY H O v) < -i Z alo,s goo` � O Z Z O o t/! x Z a O x all1 osa0 seues w111unIllrrr7j � LYN/y�/,� No.58705 •P �Qj `SvS ONALI0'01111110" A LYNN MILLER P.E. P.E.# 58705 TABLE 23: MINIMIIM ANr.HnR MIANTI'M RI+nN At I ANru — -R — IAT AI en I-- v unru rue 1— n Glass Types 5-8 Sash sash Width Anchor Ouanthies for XOX Windows 24- Height 30° Height 36" Height 48" Height 54" Height ight 24" Height 30" Height 36" Height 48" Height 64" Height 63" Height Le+el Configuration Rene n 9 t7) Head & Slll a Head & Sill a Head& Sill a Head & Sill a � Head & Sill aaaRelnf. III Head & Sill -E, Head & Slit Head&Sill � Head & Sill Head & Sill HeR3Anchor Group A Anchor Group C 35.1/4" %%-y 11.391-11.391 1+C2+0+C2+1 21+C2+O+Cx+1 21+C2+0+C2+1 31+C2+D+C2+1 41+C2+0+C2+1 412+14 1+C2+0+C2+1 21+C2+0+C2+121+C2+0+C2+1 31+C2+0+C2+141+C2+D+C2+141+C2+O+C2+14 38" %%% 12308-12308 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 12+1 le 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+O+C2+1 4 1+C2+0+C2+1 4 45 1/6" 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 12+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 13.398-14.683 1+C2+0+02+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 12+1 4 1+C2+D+C2+1 2 1+C2+D+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 47314" %%%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 12+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 % 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 12+1 4 1+C2+0+C2+1 2 1+C2+0+C2+12 1+C2+0+C2+13 1+C2+0+C2+14 1+C2+0+02+14 1+C2+O+C2+1 4 $ Custom 11.391-12.016 1+C2+1+C2+121+C2+1+C2+1 21+C2+1+C2+1 31+C2+1+C2+141+C2+1+C2+1 4 12+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 12017-13.397 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%-Y. 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+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 Co Custom 11.391-13,387 1+C2+1+C2+1 2 1+02+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" %% % 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 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+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" %-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 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+1141+C2+0+C2+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 1fl380-19.397 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+1C2+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" '/e-y % 19.398-24.360 1+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+C3+3+C3+1 2+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+1 4 1+C3+2+C3+1 2+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+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+p+1 2+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 B Anchor Group D 35-1/4" Yr % 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 2+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" % % 12308-12.308 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 2+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 45-1/8" Y y y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+g+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 2+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 %-% la398.14.683 1+C2+D+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 2+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 47-N4" )4-y,-Y 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2+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 % 12298-75.558 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+p+C2+1 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+1Custom t 11,391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31+C2+1+C2+1 41+C2+1+C2+i41+C2+1+C2+1 2+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 fb 52-118" %% % 12017-13.397 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 %-%--% la398-17.016 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+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 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 60" 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 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+D+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 11.391-13.397 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" %a-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 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" 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+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 24261-30.360 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+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 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 "" MIN. SASH SIZE = WINDOW WIDTH - 59.28 Max. Anchor O.C. Anchor Anchor 2 Spacing for "Integral- Group E Group F Fin" Installation 2.9" a^ NOTES: SEE TABLE 9 FOR DESIGN PRESSURE 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 641. 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) "1/4-12-1/4" 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 Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control C) NO CHANGES THIS SHEET. AK - 03/27/20 z U J V7 ^ay d O }n o 0 CVq a)o0 O 1 N i c� W. D' z LL C3 O R U U_ 00 00 F- Z uuw0 eN JMO O W >00 Z W .�- J U. O F- X W J N IaeNS rn ® N J z Q ~ d J Z eluaS � z O O o n z N Q O = _ a01 •nsa0 sauaS O%AY ILY&r/ ......... N�� NO.58705 ,� •. A E F •��: ONAL A LYNN MILLER. P.E. P.Etl 58705 TABLE 24[ MINIM[ IM Amr.wnR n1 MhrrmIpS RHnI Al I AMCHnAAGF MI 1CT AI Sn nnMOl V Mn— TMF MAY n c Q-1— CNnINM nM TN M PVATrnMS Glass Types 5 & B Sash Configurationa Sash Width R Range(1) Anchor Quantities for XOX Windows 24" Haight 30° Height 38" Height 48" Height 54" Height 83" Height 24" Height 30" Heighl 36" Height 48" Haight 1 54° Heighl 83' Haight Refnf. Level Head & Sill � Head & SIII � Head & Sill E Head & SIII a Heed & Sill E Head & Sill E Head & Sil a Head 8 Siil Head 8 SIII a A Heed 8 Sill a E Head &Sill E Head &Sill Anchor Group A Anchor Group C `5 m 35-1/4" ya-% % 111.391-11.391 Not Allowed 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 38- Y.-Y.-Y 12.308-12.308 1+C2+0+C2+1 2/+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 45-1/8" Y Y Y. 11.391-13.397 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 -%-% 13.398-14.683 1+1x+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+p+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2+1 4 47J/4" 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+C2N 4 1+C2+1+C2+1 4 1+C2*1+C2+1 4 %% % 12.298-15.558 NC2+O+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 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 r + /a-Yt-/+ 12.017-13.397 1+C2+1* C2+1 2 1+C2+NC2+1 2 1*C2+1+C2N 3 1+C2+1+C2+1 4 1*C2+1+C2+1 4 1+C2+NC2+1 4 ''/a %-Yaa 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 NC2+O+C2+1 4 60" Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+NC2+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% 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 %% % 15.381-19.641 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 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 %% % 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 %% % 19.111 - 24.841 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 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+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+1 4 1+C2+2+C2+1 4 12W Y%% °°-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+C2+3+C2+1 4 Anchor Group B Anchor Group D 354/4" Y-Ya-I/a 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+C2N 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" Ya-Y-'/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+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1/8" -y-Y4 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 NC2+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 y%-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+0+C2+1 4 1+C2+0+C2+1 4 NC2+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 %-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 %%%a 12.298 - 15.558 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 NC2+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+NC2+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 52-1/8" ++ 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+NC2+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+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 NC2+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+O+C2+1 4 mCustom 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 NC2+1+C2+1 3 NC2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 60" % 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 NC2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+NC2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2N 4 15.361-19.641 NC2+O+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+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+0+C2+1 4 NC2+0+C2+1 4 1+C2+0+C2+1 4 Oustorn 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" %%-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 NC2+2+C2+1 2 1+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 '/a%-Y 19.111-24.641 1+(2+1+C2+1 2 1+C2+1+C2+1 2 NC2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+i+C2+1 4 NC2+1+C2+1 4 NC2+1+C2+1 2 1+C2N+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 1+C2+3+C2+1 4 1+C2+3+C2N 4 1*C2+3+C2+1 4 96" Y-Ya % 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 NC2+3+C2+1 3 C2+1 4 1+C2+3+C2+1 4 NC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C2+3++i 4 1+C2+3+C2N 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 imm 2+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 1+C2+2++1 131+C2+3+�C2+11 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 2+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 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 4" WINDOW WIDTH -59.28 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE 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 8-8. 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 me eomply11 with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By MIamt-Dade Product Control „ C) NO CHANGES THIS SHEET. AK - 03127/20 a LU v1 U > Y •gay d �LO o O (7 N Oalga ❑ 0 a1 W) C3 ' Z LL CD :C w d �e uwA p ❑ cc F- Z -7'ON W — DMD ao o Z W J co O m ~ � W M iaa45 ® ♦- J i Z¢ of FN- Z O Z,J Q F- Z alcas o O O N Z N Q O 2 2 apg rosad sagas LY n/ .. 140.58705 ' Cis •'•:c<ORIDP. •'' \�: S A LYNN MILLER, P.E. P.EM 58705 TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types 7 & 8 Sash Sash Width Anchor Quantities for XOX Windows 24° Height 30" Height 36° Height 48' Height 1 54' Height 63' Height 24' Height 30" Helght 1 36" Height 48" Height 1 54' Height 1 63' Height Reinf. Leeel R4 Configuration Rang, (in) Head & Sill ,� a Head & Sill ,� a Head & Sill ,� a Head & SIII ' a Head & Sill a .o Head & S01 Head & Sill a a Head & Sill a Head & Sill ,� a s Head & Sill ,� a Head & Sill a Head & Sig ' Anchor Group A Anchor Group C Y m S 35-114" %-Y Y, 11.391-11.391 NotAIIOWed 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+G2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38' %-% % IZ308-12-308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+D+C2+1 4 1+C2+0+C2+1 4 45.118" /a-yi y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+G+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 -'/a-% Ia398-14.683 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 47 314" %-%r% 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+CZ+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %% Y, IZ298-15.558 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+D+C2+1 4 1+C2+0+C2+1 4 52-118" 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 % Y '/y i2017-13.397 1+LC22+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 '/a% % 13.398-17.016 1+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 60" Custom 11.391-13.397 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 %% % 13.398-15.360 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 15361-19.641 1+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 75" Custom 11.391-13.397 1+2+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 %%% 1a398-19.110 1+2+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 41+C2+2+C2+1 4Y,%% 19.111-24.641 1+C2+1 2 1+C2+1+C2+1 21+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4Custom 1&360-19.397 1+C2+1 2 1+C2+3+C2+12 1+C2+3+C2+1 31+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 496•%-%-y 19.398-24.360 1+2+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 4Custom 24.361-30.360 1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 31+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4120° %-Y.-'/e '•-30.360 1+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 8 Anchor Group D _ 35.114" Y-'/s-Yj 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+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 38" %-Ya-Y& IZ308-12.308 1+q+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 4b-1I8' Y4-Y Y4 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 -'/a-'/a 1a398-14.683 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+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+02+0+C2+1 4 47-3/4" 1°-)'-/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+02+1+C2+1 4 % 12298-15.558 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+C2+0+C2+1 4 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 Custom 11.391-12016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+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 s 52-118' %%% 12017-13.397 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+C2r1 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 -'/s Y. Ia398-17.016 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+q+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 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+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 la361-19.641 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+q+0+q+1 4 1+C2+0+C2+1 2 1+C2+0rC2+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 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' %% % 1a398-19.110 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+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 4 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+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+C3+3+C3+1 4 1+C2+3*C2+1 2 1+C2+3+C2+1 21+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 a1+C2+3+C2+l 3 1+C2+3+C2+1 4 1+C3+3+q+1+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+q+2rq+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" '/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 t+q+3+q+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 - 59.28 NOTES: SEE TABLE 14 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) "1/4-12-1/4' 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 coroplging with the Florida Building Coda NOA-No. 20-0406.01 Expiration Date 09/24/2025 ar t� C) NO CHANGES THIS SHEET. Q AK - 03/27/20 a U > N .nay to G (.7 N W un O Ln Z u- Q O Ao U U d ua❑ ao I--' W Y^ 0M0 o o Z W ao J !L m O ~ W a m J 1ea45 ® Z F o j J Z F— atoag � Z Oto o Z O 1 Q 2 1 an!1 •asap s 5 �11�1Y LYIV.I.V . No.58705� =_ T AT OF '•"40RIOA,.•' �R' o 0NG i ,/ / tNAt_ t 1111 A LYNN MILLER, P.E. P.EfI 58705 TABLE 26: MINIMI IM ANCHnR ni lANTITIPC 3HnN All ANrHnRAnG MI ICT al cn rnnn Rl v 1nnTu TUC neev n r c Glass Types 10 - 12 Sash Sash Width Anchor Quantities for XOX Windows 24' Height 30' Height 36" Height 1 48- Height I 54" Height 63' Height 24- Haight 30' He19hl 36' Height 48' Height 54" Height 63' Height Relnf. Lotel R4 Configuration Range (in) Heed 8 SIR a ' Head 8 SIII a -EE Head 8 SIII a E Head & SIII Head 8 SIII a Head 8 Sill Head 6 Sill Head 6 Sill Head 6 SIII a ' Head 8 Sill Head 6 SRI a Head 8 SIR Anchor Group A Anchor Group C m m 35-114" 34-)S-% 11.391-11.391 Not Allowed 1+C2+0+C2+1 2 1+C2+0+C2+1 2 NC2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 4 38• y% % 12.308.12,308 1+C2+0+C2+1 2 I+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 45.118" Y yx-y 11.391 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+i 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1/e-Y % 13.398-14.683 I+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" 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+0+C3+1 4 1+C3+0+C3+1 4 -y M 12.298-15.558 1+C2+0+C2+1 2 I+C2+0+C2+I 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 52-118" Custom 11.391-12.016 1+C2+D+C2+1 1+C2+D+C2+1 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 2 I+C2+O+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C3+0+C3+1 3 1+C3+0+C3+1 3 1+02+0+C2+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 4 1+C3+0+C3+1 4 4 1+C3+0+C3+1 4 % % 12.017.13.397 y%% 13.398 - 17.016 60" Custom 11.391-13,397 I+C2+2+C2+1 1+C2+1+C2+1 1+C2♦0+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+0+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+0+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+0+C3+1 4 1+C3+2+C3+i 4 1+C3+2+C3+1 4 1+C3+0+C3+1 4 1+C3+2+C3+1 4 4 1+C3+2+C3+1 4 4 1+C4+0+C4+1 4 %%-% 13.398-16.360 %-%a 15,361.19.641 75" Custom 11,391-136397 1+C2+2+C2+1 I+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 I+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 I+C3+3+C3+1 4 4 1+C4+3+C4+1 4 y%-% 13.398-19.110 Y,-%-y 18.111-24.641 1+C2+0rC2+1 2 I+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+7 4 M. Custom 17.641-19.397 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 I+C4+4+C4+1 4 %% % 19.398.24. 660 i+C2+3+C2+1 1+C2+2+C2+1 2 1+C2+3+C2+1 2 2+C2+2+C2+2 2 I+C2+3+C2+1 2 2+C2+2+C2+2 3 1+C3+4+C3+1 3 2+C3+3+C3+2 4 I+C3+4+C3+1 4 2+C3+3+C3+2 4 I+C4+4+C4+1 4 4 2+C4+3+C4+2 4 h %a 24.301-31,641 0" r14 Y4-%-Y29.641-32.515 2+C2+3+C2+2 22+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, 32.516-39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 32+C3+3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 40' Custom ••-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+C4+4+C4+2 4 2+C4+4+C4+2 4 Anchor Group B Anchor Group D 35.114" Y %-% 11.391-11.391 I+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 C2+1 4RI+C3+D+C3+11 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+I 2 1+C2+O+E+-i 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" %-% 12.300 .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 4C2+1 4 1+C2+0+C2+1 4 I+C2+0+C2+1 2 I+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 45.1l8' Y Y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2/+C2+O+C2+1 3 1+C2+0+C2+1 4C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 I+C3+0+C3+1 4 %$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+D+C2+1 4C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 47.9/4" %-ya-% 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 4C3+1 4 1+C3+0+C3+1 4 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+C3+0+C3+1 4 1+C3+0+C3+1 4 -'/a-% 12.288-15.558 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4C3+1 4 1+C3+0+C3+1 4 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+p+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 2 1+C2+p+C2+1 2 1+C2+O+C2+1 3 7+C3+0+C3+1 4C3+1 4 1+C3+0+03+1 4 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+C3+0+C3+1 4 52-1/6" y % 12.017-13.397 I+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+D+C3+1 4C3+I q 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+p+C2+1 3 1+C3+0+C3+1 4 1+C3+O+C3r1 4 1+C3+p+C3+1 4 v yy Y-Y-% 13.398.17.016 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 I+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C3+0+C3+ 7 4 1+C2+0+C2+1 2 i+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 11.391-13,397 1+C2+2+C2+1 2 I+C2+2+C2+1 2 I+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' % %_y 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 Yam% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+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 I+C2+0+C2+1 3 1+C3+0+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+02+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 I+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" % y% 13.398-19.110 1+C2+2+C2+1 2 I+C2+3+C2+1 2 I+C2+3+C2+1 3 1+03+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 196111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 I+C4+0+C4+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+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 Custom 17.641-196397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+I 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+i 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 q BY Y-y-% 19.398 - 24.360 I+C2+3+02+1 2 I+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+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 34-% 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+C3+3+C3+Z 4 2+C4+3+C4+2 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+C: q 120" y Y% 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+C3+4+C3+2 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+03+2 4 2+C4+4+C4+ 4 %-Y.-% 32.516.39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2+C4+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+C4+4+C4+2 4 2+C5+4+C5+ 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 NU I= SEE TABLE 15 FOR DESIGN PRESSURE 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3.4). GLASS TYPES 10-12 8 14-16 •• MIN. SASH SIZE = WINDOW WIDTH -60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. MAY NOT BE USED WITH 2 2) FOR SIZES NOT SHOWN, ROUND UP 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 "1/3-1/3-1/3" 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 Building Code pIDA-Na• 20-0406.01 Expiration Data 09/24/2025 By Miaml-Dade Product Control C) NO CHANGES THIS SHEET. AK - 03/27/20 U UJ Y •gay CI Lo 0 N alo0 0O In an i ZLL C3 QO Lj U f .g l7 U d u W oN OMO ,o Z W °� J tL O F.- m Z o Ci -1 Z aJaas of F- Z O x O o Z Q O = S a111 '�sa0 6aJJa5 111111111111//!// ' `(3NY......N2/i ,.•' OCEN&F`-. l� 1).: • No. 58705 TATE bF • (V�� 0NAL 10, �. A. LYNN MILLER, P.E. P.E.# 68705 TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. I I I I Glass Types 14 - 18 Sash Sash Anchor Quantities for XOX Windows 24' Height 30' Height 36" Height 48' Height 54' Height 63' Height 24'7Helght30' Helght 38' Helght 48' Height 54' Height 63' Helpht La+ei R4 WidthConfiguration mange P^) Head 8 SIII Head &SIII Head &SIII E Head 8 SIII Head 8 Sill Head 8 S81 E aReint Head ead & Sill E Head & Sill Head & SIII n Head & SIII Head & S81 Anchor Group A Anchor Group C 35-1/4" 38" 45-1/8• 47314" 52-118" v m 60" 75" 96' 120' 14T Y Y-y 11.391-11.391 Not Allowed 1+C2+0+C2+1 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+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 3 1+C2+0+C2+1 3 i+C3+0+C3+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0-+C3+1 4 1+C2+0+C2+1 4 4 1+C3+0+C3+1 4 4 1+C4+0+C4+1 4 112.308-12.308 y%-Y 11.391-13.397 Y-Y.-% 13.398-14.683 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 %%% 11.391-12.497 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+0+C2+1 2 i+C2+0+C2+1 3 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C3+0+C3+1 4,+C4+0+C4+1 4 4 1+C3+0+C3+1 4 Y,Y.-% 12.298-15.558 Custom 11.391-12.016 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+6+C3+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 3 1 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 4 1+C4+0+C4+1 4 4 1+C4+0+C4+1 4 %% ?/ 12.017-13.397 Y,Y,-Ys 13.398-17.016 Custom 11.391-13.397 1+C2+2+C2+1 1+C2+1+C2+1 1+C2+O+C2+1 2 1+C2+2+C2+, 2 1+C2+2+C2+1 2 1+C2+0+C2+1 2 1+C2+2+C2I 2 1+02+2+C2 2 1+C3+O+C3 1+C3+2+C3+1 1+C3+2+C3+1 1+C4+0+C4+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+0+C4+1 4 1+C4+2+C4+1 4 4 1+C4+2+C4+1 4 4 1+CS+O+C5+1 4 %-y-y 13.398-15.360 -%-% 15.351-19.641 Custom 11.391-13.397 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+0+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C3+O+C3+1 2 1+C2+3+C2 2 1+C2+3+C2 2 1+C3+0+C3,+C4♦0+C4+1 1+C3+3+C3+1 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C5+0+C5+1 4 1+C4+3+C4+1 4 4 1+C4+3+C4+1 4 4 1+C5+D+C5+1 4 %-Y % 13.398-19.110 19.111-24,641 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2,+C3+4+C3+1 4 1+C4+4+C4+1 4 1+04+4+C4+1 4 Y4%% 19.398.24.360 1+C2+3+C2+1 1+C2+2+C2+1 2 1+C2+3+C2+1 2 2+C2+2+C2+2 2 1+C2+3+C2 2 2+C2+2+C2+2 1+C4+4+C4+1 3 2+C4+3+C4+2 4 1+C4+4+C4+1 4 2+C4+3♦C4+2 4 1+C4+3+C4+1 4 4 1+C4+2+C4+1 4 %% % 24.361 - 31.641 ;9 %% 29,641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+!C:A 4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 Ys-% % 32.516-39.641 2*C2+2+C2*2 2 2+C2+3+C2+2 2 2*C2+3+C2+2 3 2+C4+3+C4t2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 Custom ••-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 4 2+C4+3+C4+2 4 Anchor Group B 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+C2+1 3 1+C2+01+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 NC2+O+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 38" %-y-Ys 12.3D8 - 12.308 ,+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+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 45-IIW 'Ya Y,-'/a 11.2el - 13.397 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+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 Yr-%-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+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+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+03+0+C3+1 4 47.314° Y4-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+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+O+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 %-%-Y. 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+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391-12.016 ,+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+O4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+p+C3+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C4+0+C4+1 4 52-1/8' %-%-y 12.017-13.397 NC2+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+D+C4+1 4 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+O+C4+1 4 :S %-Ya% 13.398-17.016 ,+C2+0+C2+1 2 1+C2+O+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 1+C2+O+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+01+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+C3+1 4 1+C3+2+C3+1 4 1+C4+2+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 m 60• %-%-y 13.398 - 15.360 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 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C4+1+C4+1 4 o %-y % 15.381-19.641 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4,+C4+0+C4+1 4 1+CS+O+CS+1 4 1+C2♦0+C2+1 2 1+C2+0+C2+1 2,+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+CS+O+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+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 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+C4+3+04+1 4 1+C4+3+C4+1 4 75" %%-% 13.398-19.110 1+C2+2+C2+1 2 NC2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+04+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+C4+2+C4+1 4 1+C4+2+C4+1 4 -% 19.111-24.641 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+04+1 1+CS+O+C5+1 4 1+C5+0+C6+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2,+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 4 Custom 17.641-19.397 ,+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 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+C3+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 96" Y4-% % 19.388.24.360 1+CZ+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C4+4+C4+1 1+CA+4+C4+1 4 1+C4+3+C4+1 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+3+04+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 -%-Y 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+22+C4+3+C4+2 142+C4+4+C4+2 4 1+C4+2+C4+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3,+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 %-% 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+04+4+C4+2 142+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+120°-y % 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+22+04+4+C4+2 4 2+C4+3+C4+2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C140° 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+22+C4+4+C4+2 4 2+C4+3+C4+2 2+C2+3+12+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4*C4+2 4 2+C4+4+C4+ 4 2+C4+3+C4+2 4 NOTES: btt: IAUU: I rUK LJ SWUN FKt:SSUKt ,) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). '• MIN. SASH SIZE - WINDOW WIDTH - 60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 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 "1/3-1/3-1/3" 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 ss complying with the Florida Building Code NCA-No, 20-0406.01 Exptrwloonn�Dole 09/24/2025 C) NO CHANGES THIS SHEET. ` AK - 03/27/20 "s z W u) U Y nos }n o o a 0 N � � slop CO LL' to � OLLO Z d (D O U_ d uMo,O F Z 00 W aN 0M0 co p ' Z v 1n m LL O ~ W J O leays ® z Q x J H Z CY F alcas 0 O o N Z Q O = all!1 •osa0 s s O`\1t1Y ILY N1G...... No.58705 ORION O� •.• S�7E���` A LYNN MILLER, P.E. P.E,# 58705 TABLE 28: Bill of Material # Part# Description Material 1 620121 Frame Head, Sill and Jambs - J-Channel PVC 2 620122 Frame Head, Sill and Jambs - Flange PVC 3 620123 Frame Head, Sill and Jambs - Fin PVC 4 620124 Frame Head, Sill and Jambs - Equal Leg PVC 13 620172 Anti -Lift Insert / Trim Cover PVC 14 620131 Fixed Meeting Roll PVC 15 620158 Track Insert 6063 T6 At 16 620129 Sash Rail (Sides, Tap & Bottom) PVC 17 620166 Monorail 6063 76 AI 19 620156 Pull Rail Interlock 6063 T6 AI 20 620144 Pull Rail Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 T6 AI 22 620161 Standard Sash Reinforcement 6063 T6 At 23 620152 HD Sash Reinforcement 6063 T6 At 24 620153 Standard Meeting Rail Reinforcement 6005 T5 At 25 620164 HD Meeting Rail Reinforcement 6005 T5 At 26 620155 H.D. Horiz. Roller Meeting Rail Reinforcement 6005 T5 Al 27 71OX114PPA #10 x 1-114" PH. PH SDS (Monorail Screw) 410 SS 28 61644 Weatherstrip, .187" x .270" Fin Pile 29 61719 Weatherstrip, .187" x .220" Poly Pile 30 1 #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 41D SS 31 78X312PPA #8 x 3-112" Ph. PH SMS (Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 6063 TS At 33 720210 Weep Hole Cover PVC 34 720187 Installation Screw Hole Plug PVC 37 720197 Auto Lack C Steel 38 720199 Sweep Lock Cast Zinc 39 720196 Auto Lock Cover Assembly Cast Znc 40 #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Zinc 42 76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 43 7612FPTX #6 x 1/2" FPH Talk (Reinforcement Screw) SS 44 Leadstile Top Corner Key Nylon 45 Leadstile Bottom Corner Key Nylon 46 Lockstile Top Comer Key Nylon 47 Lockstile Bottom Corner Key Nylon 48 720204 Wheel Nylon 721 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 61816E48 Screen Cloth Fiberglass 87 61635161614 e/Ha ,140' Screen Spline (Machinnd Rolled) Vinyl NOTES: 1) ITEMS # 5-12, 18, 35, 36, 49-71 & 73 ARE 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" .062" a 0� 2.445" 1 aoL�] .625' T J-CHANNEL .625" 1.37FRAME HEAD, SILL 5' O T} 1 & JAMBS t 3.500" 3.600" �❑ 2.44ODL5" ❑ 2.445" O � o O ,� FLANGE FRAME FRAME O HEAD, SILL & 1.376 IFIN HEAD, SILL & JAMBS JAMBS 1.872" --1 11.641" ti+- 1.507" 0 7 1.43T' I T 1.630" 375 .772" .065° o o I 1.020" I 1. .065" 1.231" �-�_]j_ .060" �j+ 1400" 13 & TRIM COIVERRT t4 MEETING RAIL 15 INSERT 18 SASH RAIL EQUAL LEG FRAME OHEAD, SILL & JAMBS ilT2.1001n7 n-►{ 2.176" .590" -070* � .471" �.070' .050° 8LIFT RAIL LIFT RAIL 18 INTERLOCK S INTERLOCK COVER .300" .316" .070' 080" ' c �j- .175" 14---1+- 75.754" ((--0" I .715" 715" �r .025" �Q+- } .035'1.185° .060" 72 TRU ED LIGHT SASH STANDARD BEADINGi 80 SCRE N �FRAME tit SCREEN F IRAME 21 REINFORCEMENT 22 SASH REINFORCEMENT 1.I 1 070--�{�--r- � 1.182" �- 1.182" �-+--• .280° 1.184" �- ` .070° I�rf1,,nl�r1l� TAT ..1 0" �11 " L .130" L I ,�"j .o 16'4" 1.Z .071 .791" U U 1.041" [��= 1.041" u -_ I r__ 29 .810' �-Lf RHD EINFORCEMENT �4 STANDARD MEETING RAIL HD MEETING 26 RAIL MEETING 17 MONORAIL REINFORCEMENT REINFORCEMENT REINFORCEMENT v `'Ly. NA( ` Qom. •' R F * ; No. 58705* ZTZ�E711i 4U <(! A L4tJN MILL�F2, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 48D-1600 C) ADDED BACKBEDDING. AK - 03/27/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No, 20-0406.01 E=piradon Date 09/24/2025 Mlamt-Dado Product CoWrol WINDOW EXTRUSIONS & BOM J ROSOWSKI 770e: Date: HORIZONTAL ROLLER - LM 05/15/15 Serres/NodeL• I Scale: Sheet: Drawing No. Rer. HR-5510 NTS 17 OF 18 MD-HR5510-01 C SCREEN ASSEMBLY DETAILS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS EXTERIOR ' FRAME C�' ASSEMBLY NOTES: DETAILS 1) GLASS AND SOME PARTSIOPTIONS 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 C? SASH RAIL ATTACHEDTO_/' ID FRAME JAMB 37 40 39 OPT. AUTO LOCK ATTACHEDTO FRAMEJAMB OPT. SWEEP LOCK MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS Egress Lock Bill of Material # Part# Description Material 100 7MC7024 Multi -Paint Lock Operator Cast Znc 101 73340 Operator mounting Plate Steel 102 72015 Multipoint Lock Keeper Aluminum 103 720214 Multipoint Lack Guide Nylon 104 220217-221 Tie Bar (Length Vedas) Stainless Steel 105 71024X12HFX #10 x 112- HH MS Stainless Steel 106 78X1FPAX #8 x 1- Ph. FH SMS Stainless Steel 107 78X75FPTX #8 x 3/4' Ph. FH SDS I Stainless Steel EGRESSLOCK DETAILS (NOT TO SCALE JAMB ,SON`( LYNiv �,� .••••••• /LJj �� C�� xewaon: C) NO CHANGES THIS SHEET. 110ENSF'•. AK-03/27/20 No. 58705 G Zy-p = DescrVpgon: s1T 7e�Z �/� C!/: EXPLODED WINDOW VIEW i,��`S'•.'�CORIDP.•'•G\=� HORIZONTAL ROLLER-LM TONAL A LY�1NItdIILL��3, P.E Serree/Modee HR-5510 Saola• NTS Sheeh 18 OF 18 P.E# 58705 PRODUCT REVISED US complying �vkh the Florida Building Code NOA-No. 20.0406.01 Expiration• Date 09/24/2025 By y Miami -Dade Product Control ?n.F 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 REGISTRATION #29296 J ROSOWSKI Oote: 05/15/15 Vowing No. Rer. MD-HR5510-01 C