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HomeMy WebLinkAboutAPPROVED 20-0406.01 HR 5500MIAM I•MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-5510" PVC Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-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 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, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.17) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903. 10) Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.01 Expiration Date: September 24, 2025 Approval Date: August 27, 2020 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (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. 15-0903. 10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' 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-5t' Edition (2014) and FBC- 6th Edition (2017), dated 08/02/17 and Statement letter of no financial interest, dated 03/31/17issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.17) 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. (Submitted under NOA No. 15-0903. 10) G. OTHERS 1. NOA No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window - L.M.I., expiring on 09/24/20.�_ Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.01 Expiration Date: September 24, 2025 Approval Date: August 27, 2020 E - 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision C dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-6th Edition (2017) and FBC-7t" (2020) dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA, for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 03/08/18, expiring on 02/28/23. 4. NOA No. 20-0203.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/27/20, expiring on 04/16/25.� Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.01 Expiration Date: September 24, 2025 Approval Date: August 27, 2020 E - 3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 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-611 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 8" MAX. —►{ I r— I , A, SEE SHEET 3 EQUALLY SPACED ANCHORS PER TABLES 17-22 10" MAX. - ►I 12-3/4" MAX. O.C. B, SEE SHEET 3 -__ _---------- -j _ 7 ' i I I A I i 19 76" a/ MAX. O.C. MAX. I BUCK I HEIGHT I I I I I O X j 8" MAX. SEE SILL _ WEEPHOLE� DETAILS, 4" O.C. 3" MAX. —+� SHEET 3 BETWEEN - WEEPHOLES L - B 75" MAX. BUCK WIDTH C, SEE FJ. SHEET 4 i a SEE SHEETS 9-16 1-1/4" SEE SHEETS MAX. � 9_16 _ D, SEE e.► SHEET 4 — ---- 10" MAX. / O - --------------I- j I j I I I / I I X I SEE SILL WEEPHOLE DETAILS, 4" O.C. SHEET 4 BETWEEN WEEPHOLES 75" MAX. BUCK i C 72" MAX. BUCK HEIGHT --� 3" MAX. L- D WIDTH DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 LARGE & SMALL MISSILE IMPACT RESISTANT 2-5 ANCHORS, SEE CLUSTER 15.85" DETAILS SHEET 6 � 18.94 "MAX. O.C. 8" MAX. —►{ MAX. O.C. "SEE — ------ ----,—I i — ► SHEET 3 i E 63" MAX. BUCK HEIGHT 15.67" MAX. O.G. SEE SILL — B WEEPHOLE 4" O.C. BETWEEN 3" MAX DETAILS, WEEPHOLES SHEET 3 140" MAX. BUCK WIDTH E, SEE l---. SHEET 3 i r- EQUALLY SPACED ANCHORS PER TABLES 23-27 _L 8" MAX. ---------- —_= � X =__------------------------ O - ---------- j I a I I X ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL ELEVATION FOR TYP. FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN CODES/STANDARDS USED: GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 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) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" 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, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072, 8073 & 8074; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA; ELCO/DEWALT CRETEFLEX NOA; ELCO/DEWALT AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. � LYN/V 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE '��O' • WINDOW OPENING USING TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING �� ICEN ' 3fi Q� OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. No. 58705 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION CONDITIONS. -_ 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET ` -U '. �,J " L%j� 2 REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THATALL MIN. REQUIREMENTS FROM THIS SHEET SET ARE MET. - 0 _' O� '. JTAT OF 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL � ,• '•.'40RIOP,. ' LEG INSTALLATION OR SHEET FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. % ��� (941}480-1600 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, A. LYNIJ MILLER, P.E. REGISTRATION #29296 INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. P.E.# 58705 • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 • AISC 360-16 GENERAL NOTES... ... ................ _ 1 ELEVATIONS.................................1 FRAME, GLASS &ANCHOR OPTIONS ............................. 2 INSTALLATION, FLANGE & EQUAL LEG/BOX.. ............... 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...................... 4 GLAZING DETAILS ........................5 DESIGN PRESSURES .................. .6-8 ANCHOR QUANTITIES ................. 9-16 EXTRUSION PROFILES & BOM.... 17 ASSEMBLY.....................................18 C) UPDATED TO FBC 2020, REVISED ANCHOR TYPE TABLE. AK - 03/27/20 Description: GENERAL NOTES & ELEVATION Title: HORIZONTAL ROLLER - LM /Model: Scale. Sheet: HR-5510 I NTS 1 1 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control Drawn By: J ROSOWSKI Date. 05/15/15 Drawing No. R ev. MD-HR5510-01 TABLE 1: ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 8 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 11 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 12 7/8" Laminated I.G.: 3116" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 16 7/8" Laminated I.G.: 3/16" T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer SEE SHEE I b, I At3LE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAGE INDEX. TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge Distance Min. Embedment* A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Steel, A36* 318" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.050" 3/16" steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 3 ksi) 1" 1-3/8" 3/16" steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 3/16" steel Ultracon+ Ungrouted CMU, (ASTM C-90) V 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" 1/4" steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) V 1-3/8" 1/4" steel Ultracon Concrete (min. 2.85 ksi) V 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" C 1/4" steel Ultracon+ Concrete (min. 3 ksi) 1-3/16" 1-3/4" Ungrouted CMU, (ASTM C-90) 1" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" 1/4" steel Ultracon+ Concrete (min. 3 ksi) 2-1/2" 1-3/4" 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" TABLE 3: ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Min. Distance Embedment* E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2-7/16" 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2-7/16" P.T. Southern Pine (SG=0.55) 1/2" 1-3/8" #10 SMS Aluminum, 6063-T5* 3/8" 0.050" 8 (steeelel,, 18-8 1S.S. Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) or 410 S.S.) Steel, A36* 3/8" 0.050" F P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" #12 SMS Aluminum, 6063-T5* 3/8" 0.063" (steel, S.S. Steel Stud, Gr. 33* 1 3/8" 0.050" or 410 SS. .S.) Steel, A36* 3/8" 0.050" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE ® HVHZ ABOVE 30'. Material Min. Fy Min. F Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco/DeWalt Aggre-GatorO 57 ksi 96 ksi Elco UltraCon® 155 ksi 177 ksi 3116" DeWalt UltraCon+® 117 ksi 164 ksi 1/4" DeWalt UltraCon+p 148 ksi 164 ksi 410 SS Elco/Dewalt CreteFlexO 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 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 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" 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. O0 LYN/V �'��• ' �\GENSF • /��� No. 58705 _ 11MOF �� �GORIDP x A. LYNNII,II�L��i2P.E. R EM 58705 TABLE 4: INDEX OF INSTALLATION METHODS PER FRAME TYPE Frame Types (see Fig B) Glass Options (see Table 1) Conditions Con Substrate Option Detail Sheet J-Channel (#1) 5 8 Through the integral fin...... ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 ....into Metal - sheet 4, option 8 Through the frame of the window...... .... into 2X Wood Frame/Buckstrip - sheet 4, option 6 ..,.into Metal - sheet 4, option 7 Flange (#2) All Through the frame of the window...... ....into 2X Wood Frame/Buckstrip - sheet 3, option 1 ....into Concrete/CMU - sheet 3, option 2 ....through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 Integral Fin (#3) 5 8 Through the integral fin...... ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 ....into Metal - sheet 4, option 8 Through the frame of the window...... ....into 2X Wood Frame/Buckstrip - sheet 4, option 6 ...,into Metal - sheet 4, option 7 Box / Equal -Leg All Through the frame of the window...... ....into 2X Wood Frame/Buckstrip - sheet 3, option 1 ....into Concrete/CMU - sheet 3, option 2 ....through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 FIGURE B: FRAME TYPES 2 EOff 4 0 OJT FLANGE ❑LEQUAL- BOX OR ElgE7::D ❑LEG °P°❑ J-CHANNEL ❑a� INTEGRAL FIN ❑�� ooaQ o❑❑❑ 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 REGISTRATION #29296 C) REVISED ANCHOR TABLE, CORRECTED TABLE 4. AK - 03/27/20 Description: GLASS/ANCHORS/FRAME OPTIONS 17tle: HORIZONTAL ROLLER - LM /Model. I Scale: I Sheet: HR-5510 NTS 2 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control J ROSOWSKI Date: 05/15/15 Drawing No. I Rev: C MD-HR5510-01 INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION TYP. ANCHOR TYPE, 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. EMBEDMENT FLANGE #10 OR #12 STEEL FRAME SMS (G5), SEE SHOWN 0 TABLE 2, SHEET 2. 0 2 ��a 1/4" MAX SHIM 13 72 DADE APPROVED MULLION, 29 FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE—/ VISIBLE VERTICAL OR HORIZONTAL. LIGHT FIXED LITE SEE SUBSTRATE PROPERTIES, HEIGHT TABLE 2, SHEET 2 29 2s BUCK HEIGHT EXTERIOR 43 OPERABLE SASH c VISIBLE 1�=; 21 OR 22 OR 23 LIGHT (SEE SHEETS 6-8) HEIGHT O I TYPICAL FOR _, 1 ALL SASH 16 86 O 45 47 43 �_____�� FLANGE ❑� s1 29 FRAME WEEP OPT. 29 15 SHOWN NOTCHES 80 �0 3/4" X 1/4" 1-1 /4" X 1/4" 34 EQUAL LEG FRAME SHOWN INSTALLATION (1PTIf1N '7 1/4" MAX SHIM ao a< EMBEDMENT a A ANCHORED THROUGH ° FRAME DIRECTLY INTO CONCRETE/CMU. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. \/FRTIrAI SECTION B-B INSTALLATION OPTION 4 ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 FRAME INTO METAL 1/4" MAX. SHIM FIXED LITE 37-39 (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" SASH OPERABLE SASH VISIBLE LIGHT WIDTH 1/4" MAX SHIM 29 28 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND I BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, SHEET 2. =0 VISIBLE I _ 42 Zi=� o FLANGE 72 LIGHT WIDTH tEXTERIOREQUAL 5 OFRAME OR 2R 26 SHOWN LEG (SEE SHEETS 6-8) TYPICAL FOR ALL FRAME "XO" OR "OX" FIXED MEETING RAIL SHOWN BUCK WIDTH HORIZONTAL SECTION A -A (OX) OPERABLE SASH VISIBLE LIGHT WIDTH (SEE SHEETS 6-8) TYPICAL FOR ALL "XOX" FIXED MEETING RAIL EDGE DISTANCE VISIBLE LIGHT FORMULAS (EQUAL-LITE, XO & OX) WIDTH: BUCK WIDTH / 2 - 4-1/4" HEIGHT: BUCK HEIGHT - 7-1/4" OPERABLE SASH 37-39 FIXED (4 LITE ZVISIBLE _= =1; LIGHT WIDTH VISIBLE 42 EXTERIOR LIGHT WIDTH -772 14 ID BUCK WIDTH HORIZONTAL SECTION E-E (XOX) INSTALLATION AS PER SECTION A -A ABOVE 1 I I I I I \��� ONE LY✓�� i��� Revision: C) NO CHANGES THIS SHEET. AK - 03/27/20 No.58705 -)3 �C/ `_ 1070 TECHNOLOGY DRIVE o STAT OF F N. VENICE, FL 34275 s � i F^ORIDP • O�+ �: (941}480-1600 //''/;;//OVAL A. LYiNPI I IYE'R`P.E. P.E.# 58705 REGISTRATION #29296 EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (1) AT MID -SPAN OF INTERLOCK 43 (1) 3-1/2" FROM EACH SASH CORNER AND (1) AT CENTER OF SASH STILES/RAILS (SEE SHEETS 7-8) TYPICAL FOR ALL "XOX" SASH EQUAL -LEG FRAME SHOWN Description: FLANGE & EQUAL-LEG/BOX FRAMES Title: HORIZONTAL ROLLER - LM /Model: Scale: Sheet HR-5510 I NTS 1 3 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control J ROSOWSKI 05/15/15 Drawing No. I Rev. MD-HR5510-01 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, SHEET 2. BUCK HEIGHT J-CHANNEL FRAME SHOWN f-- VISIBLE LIGHT HEIGHT EXTERIOR a 21 OR220R23 (SEE SHEETS 6-8) TYPICAL FOR ALL SASH 86 OPT. 80 81 WEEP fJnTnHFS 6/4" X 1/4" 1-1/4" X 1/4" FIN FRAME SHOWN �-® EMBEDMENT EDGE DISTANCE INSTALLATION OPTION 7 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 INTO METAL (INTEGRAL FIN/FLANGE REMOVED) #10 OR #12 STEEL SMS (G5), SEE TABLE 2, SHEET 2. �1/4" MAX SHIM TYP. ANCHOR TYPE, FIN AND/OR EMBEDMENT AND EDGE FLANGE MAY BE DISTANCE PER SUBSTRATE, REMOVED IN -FIELD SEE TABLE 3, SHEET 2. DADE APPROVED MULLION, 29 FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE FIXED VERTICAL OR HORIZONTAL. LITE SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. VISIBLE LIGHT OPERABLE HEIGHT SASH FIN FRAME SHOWN 1 /4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND77 EDGE DISTANCE PER—AEDGE SUBSTRATE, SEE SEE — 1f:0 TABLE 3, SHEET 2. —.►� EMBEDMENT INSTALLATION OPTION 5 VERTICAL ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, SHEET 2. SECTION D-D OPERABLE SASH VISIBLE LIGHT WIDTH (SEE SHEETS 6-8) TYPICAL FOR ALL "XOX" FIXED MEETING RAIL (1) AT MID -SPAN OF INTERLOCK 43 (1) 3-1/2" FROM EACH SASH CORNER AND (1) AT CENTER OF SASH STILES/RAILS VISIBLE LIGHT FORMULAS (EQUAL-LITE, XO & OX) WIDTH: BUCK WIDTH / 2 - 4-1/4" HEIGHT: BUCK HEIGHT - 7-1/4" 1/4" MAX. SHIM i 37 INSTALLATION OPTION 6 21 OR 22 OR:ALL ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE (SEE SHEETS NOTE 2, SHEET 2. TYPICAL FOR EMBEDMENT "XO" OR "OX" S30 2g 0 10) OPERABLE 43 28 EDGE DISTANCE 1 z� I ( I TYP. ANCHOR TYPE, 41 .;' '� EMBEDMENT AND FIXED � I g EDGE DISTANCE PER LITE r-_-7 VISIBLE I _ SUBSTRATE, SEE ❑a _ _�; t 1 0 ' LIGHT WIDTH ICC�"--- �❑ TABLE 2, SHEET2. - (nn (SCREW SHOWN)) co FIN r---�L7H __� 1L 85 87 FRAME p TIW BLE42 ' 'Up SHOWN EXTjE�RIOR72 4 OR 25 OR 26 14 3 (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" FIXED MEETING RAIL BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C (OX) 22 OR 23 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH 16 19 16 TYPICAL FOR FIN INTO METAL ALL "XOX" (FLANGE MAY BE REMOVED) 20 OPERABLE 43 SASH SASH #10 OR #12 STEEL \ I 37-39 Gig_; o o , -bra SMS (G5), SEE TABLE 2, SHEET 2. FIXED emu■ =--sue LITE Imo`_ i— �� VISIBLE 42 EXTERIOR LIGHT WIDTH 72 14 D BUCK WIDTH HORIZONTAL SECTION C-C (XOX INSTALLATION AS PER SECTION D-D ABOVE �ltlitlt , LYt�N'.,�, OCENSF NO. 58705 1070 TECHNOLOGY 1�0 q O 44i N. VENICE, FL 34275DRIVE �'. '4ORIDP... �-� t�N (941}480-1600 G A. LYMILLERIP.E. P.E.# 58705 REGISTRATION #29296 C) NO CHANGES THIS SHEET. AK - 03/27/20 J-CHANNEL FRAME SHOWN Description: J-CHANNEL & INTEGRAL FIN FRAMES Title: HORIZONTAL ROLLER - LM /Mader: scale. Sneer HR-5510 I NTS 1 4 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control Drown W. J ROSOWSKI Date: 05/15/15 Droving No. Rew. MD-HR5510-01 C SILICONE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS/ STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS--,° BUTYL & DESICCANT FOAM EXT. GLASS—\ POLYISO- BUTYLENE SEAL ROLL -FORM[ STAINLESS STET EXT. GLASS 1/4" NOM. 76 KODISPACE 4SG TPS INT. GLASS OT-MELT BUTYL 3/16" NOM. SUPER 77 SPACER®NXTTM INT. GLASS ALUMINUM REINFORCEMENT 5/16" N DURASEAI 78 SPACER INT. GLASS DESICCANT FILL AREA 5/16" NOM. r--SILICONE SEAL 79 XL EDGETM 8 SPACER NT. GLASS 5/16" A/A PVB 7/16" AIR SPACE 1/8" A GLASS aEXTERIOR 76-79 5/16" H/H SG 7/16" AIR SP/ 1/8"TGL aEX1 GLASS TYPE 5 —► 7/8" NOM. {---a- GLASS TYPE 10 TYP. GLAZING DETAIL Part # Description Material 76 Kommerling 4SG TPS Spacer System See this Sheet forMaterials 77 Quanex Super Spacer nXT with Hot Melt Butyl 78 Quanex Duraseal Spacer 79 Cardinal XL Edge Spacer nicrars,c I..0 I ao 1 mr-r- m I o: r I L-of l /, ts!jo?5 & ow 7/8" NOM. 5/16" A/A PVB 7/16" AIR SPACE 1/8" T GLASS aEXTERIOR 76-79 GLASS TYPE 6 —�{ 7/8" NOM. 5/16" H/H SG — 3/8" AIR SPACE - 3/16" A_ GLASS - aEXTERIOR GLASS TYPE 11 OM.GLASS 7/8" NOM. TYP. A 7/16" A/A SG — 1/4" AIR SPACE - 3/16" A_ GLASS- G] EXTERIOR "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. GLASS TYPE 15 5/16" A/A PVB — 3/8" AIR SPACE - 3/16" A_ GLASS - <] EXTERIOR 5/16" H/H SG 3/8" AIR SPACE - 3/16" T GLASS - < ] EXTERIOR 7/8" NOM. GLASS TYPE 7 GLASS TYPE 12 —► 7/8" NOM. 7/16" A/A SG 1/4" AIR SPACE - 3/16" T GLASS - aEXTERIOR GLASS TYPE 16 5/16" A/A PVB 3/8" AIR SPACE - 3/16" T GLASS - aEXTERIOR 7/16" A/A S 5/16" AIR SP 1/8"TG G] EX EXT GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE ® HVHZ ABOVE 30'. GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL ® FIN FRAMES t ' ' - ' ` / /; Revision: YN� i�� C) NO CHANGES THIS SHEET. ti ���•!��� AK - 03/27/20 No.58705 - Description: 1070 TECHNOLOGY DRIVE GLAZING DETAILS RIZE (�N. VENICE, FL 34275 OF Title: L/ (941}480-1600 �'�, ' • <0RIDN ���� HORIZONTAL ROLLER WINDOW - LM /✓°°°S/ON,AL � ���` Series/Model: Scale: Sheet. A. ['I( Mlul]lb , P.E. HR-5510 NTS 5 OF 18 P.E.# 58705 REGISTRATION #29296 GLASS TYPE 8 7/8" NOM. G ACE LASS 76-79 GLASS TYPE 14 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By fir% Miami -Dade Product Control J ROSOWSKI Date: 05/15/15 growing No. Rev: MD-HR5510-01 C TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Config. Max. Width Max. Height Glass Type Reinf. Level Design Pressure Anchor Quantity Table # Sheet # Table # Sheet # XO or OX 75" 54" 5 8 1 6 6 17 9 54" 2 7 6 18 9 63" 3 8 7 19 10 63" 4 11 8 21 11 72" 6-8 4 10 8 20 10 75" 76" 10-12 4 12 8 22 11 14-16 4 12 8 22 11 XOX 120" 63" 5-8 3 9 7 23 12 5 & 6 4 13 8 24 13 7 & 8 4 14 8 25 14 140" 63" 10-12 4 15 8 26 15 14-16 4 1 16 1 8 27 16 — ►{ �-�-- 4" MAX. O.C. 4" MAX. O.C. —►I �- 4" MAX. O.C. --►{ 8" MAX. O.C. 4" MIN. O.C. VCHOR JSTER DETAIL A_AK1r_l l0P CLUSTER DETAIL NCHOR JSTER DETAIL NCHOR JSTER DETAIL TABLE 6- Glass Types Design Pressure (Ibstft) 5-8 for XO or OX Windows Reinf. Level R1 All Buck Heights up to 54" All Buck Widths +50 /-50 up to 75" 11 SEE TABLE 17 FOR ANCHORAGE SECTION DETAIL f3iT y-T Ig15161"1&-ST 1IIICl LEVEL R1 REINFORCEME� (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) EXTERIOR a NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) 1/4-1/2-1/4" 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. TABLE 7: Glass Types Design Pressure (Ibstft2) 5-8 for XO or OX Windows Reinf_ Level R2 All Buck Heights up to 54" All Buck Widths +65 /-70 up to 75"f It SEE TABLE 18 FOR ANCHORAGE 0 SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEME( H (REINFORCEMENTS SHOWN HT IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) MEETING RAIL UCEN4, No. 58705 stray 441 f* PCr21t�f sONAI_ 11 oe�` A. LMNN MII_LLft, P.E. P.E.# 58705 EXTERIOR a R H HT MEETING RAIL Revision: __ C) NO CHANGES THIS SHEET.. AK - 03/27/20 Description: 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES N. VENICE, FL 34275 (941) 480-1600 Title: HORIZONTAL ROLLER - LM Series/Model• Scale: Sheet REGISTRATION #29296 H R-5510 NTS 6 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control J ROSOWSKI 05/15/15 Drawing No. Rev. MD-HR5510-01 I C R H -IT EXTERIOR a SASH WIDTH MEETING RAIL JAMB EXTERIOR V SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4)"l/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. TABLE 8: Glass Types Design Pressure (Ibs/ft2) 5-8 for XO or OX Windows Reinf, Level R3 All Buck Heights up to 63" All Buck Widths +50 up to 75" SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types 5-8 Sash Configuration Sash Width Range (n) Design Pressure (Ibs/ft) for XOX Windows Reinf. Level R3 _ Window Buck Height 48" 1 54" 1 63" 35-1/4" %3 %-% 11.391 - 11.391 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 38" % %-% 12.308 - 12.308 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 45-1/8" /a-y Y, 11.391 -13.397 +50.0 -50.0 +50.0 -50.0 +50,0 -50.0 %s%3-% 13.398 - 14.683 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 47-3l4" -%2-% 11.391 - 12,297 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 -%3 12.298-15.558 +50.0 -50.0 +50.0 -50.0 1+50.0 -50.0 Custom 11.391 - 12.016 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 s 0 52-1/8" %%Z-% 12.017 - 13.397 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 Y %3 %-% 13.398 - 17.016 +50.0 -50,0 +50.0 -50.0 +50.0 -50.0 m Custom 11.391 -13.397 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 0 60" % %-% 13.398 - 15.360 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 %3-% 15,361 - 19.641 +50.0 -50.0 +50.0 -50.0 1+50.0 -50.0 Custom 11.391 - 13.397 +50.0 -50.0 +50.0 -50.0 +50.0 -%0 75" Y y % 13.398 - 19.110 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 -Y3 19A 11 - 24.641 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 Custom 18.360 - 19.397 +50.0 -50.0 +50.0 -50.0 +49.1 * -49.1 * 96" Y Y, -Y4 19.398 - 24.360 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 Custom 24.361 - 30.360 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 120" 1 y y, -y4 ** - 30.360 I +50.0 1 -50.0 1 +50.0 -50.0 1 +49.1 * -49.1 * * +501-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE ** MIN. SASH SIZE = WINDOW WIDTH - 59.28 2 \IIIIIII/1 Ule - NO. 58705 , %O YITE FF A. LYNN MILLER, P.E. P.E.# 58705 ,�xwmzsw 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 REGISTRATION #29296 C) NO CHANGES THIS SHEET. AK - 03/27/20 Description: DESIGN PRESSURE TABLES Title: HORIZONTAL ROLLER - LM /Model I Scale: I Sheet: HR-5510 NTS 7 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control Drown By: J ROSOWSKI Date: 05/15/15 Drawing No. Rew. MD-HR5510-01 C TABLE 11: TABLE 12: TABLE 10: Glass Types Design Pressure (Ibs/ft2) 6-8 for XO or OX Windows Reinf. Level R4 All Buck Heights up to 72" All Buck Widths +50 / -50 up to 75" 11 SEE TABLE 20 FOR ANCHORAGE TABLE 15: Glass Types Design Pressure (Ibs/ft2) for 5-8 XO or OX Windows Reinf. Level Window Buck Height R4 48" 54" 63" 25-1/2" +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 L v 28" +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 36" +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 0 m 42" +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 0 48" +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 c 60" +65.0 -70.0 +65.0 -70.0 1 +65.0 -70.0 1 75" +65.0 1 -70.0 +65.0 1 -70.0 +64.3* -64.3* * +65/-70 FOR GLASS TYPES 6-8 SEE TABLE 21 FOR ANCHORAGE Glass Types Design Pressure (Ibsfft2)for XOX 10 - 12 Sash Configuration g Sash Width Range (in) Windows Reinf. Level Window Buck Height R4 48„ 63" Custom 11.391 - 13.397 +65.0 j -110.0 +65.0 j -110.0 +65.0 -110.0 601, 1a398 - 15.360 +65.0 -110.0 +65.0 i -110.0 +65.0 -110,0 1&361 - 19.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 .c Custom 11.391 -11397 +65.0 -110.0 +65.0 -110.0 +65.0 I -1 %0 75" %-% % 13.398 - 19.110 +65.0 -110.0 +65.0 -110.0 +65.0 ' -1 %0 %-% % %111 - 24,641 +65.0 1 -110.0 +65.0 -110.0 +65.0 ' -110.0 M Custom 17.641 - 19.397 +65.0 -110.0 +65.0 -110.0 +65.0*-104.6* 96" %-%-% 19,398 - 24.360 +65.0 i -110.0 +65.0 -110.0 +65.0* 1 -109 5* Custom 24.361 - 31.641 +65.0 ; -110.0 +65.0 i -110.0 +65.0 ; -110.0 %a-y y 29.641 - 32.515 +65.0 -110.0 +65.0 `; -110.0 +65.0*-104.6* 120" %-%-% 32516 - 39.641 +65.0 -110.0 +65.0 ; -110.0 +65.0 i -110.0 140" Custom ** - 39,641 +65.0 ; -110.0 +65.0 ' -110.0 +65.0' ;-104.6* +65/-110 FOR GLASS TYPES 11 & 12 TABLE 16: SEE TABLE 26 FOR ANCHORAGE " MIN. SASH SIZE = WINDOW WIDTH - 60.72 2 Glass Types Design Pressure (IbsKe) forXOX 14 - 16 Sash Sash Configuration Width (in) Windows Reinf. LevelRange Window Buck Height R4 48 1 54' 63' Custom 11.391 - 13.397 +65.0 j -110.0 +65.0 I -110.0 +65.0 -110.0 60" %-% % 13.398 - 15.360 +65.0 -110.0 +65.0 ; -110.0 +65.0 -110.0 Y3-I-%3 15.361 - 19.641 +65.0 ! -1%0 +65.0 -110.0 +65.0 -1%0 c Custom 11.391 - 13.397 +65.0 -110.0 +65.0 ! -1%0 +65.0 -109.3 75" %-% % 13.398 - 19.110 +65.0 -1100 +65.0 -110.0 +65.0 -1020 1 1 -%s % 19.111 - 24.641 +65.0 -110.0 1 +65.0 -1%0 +65.0 -1029 0° Custom 17.641 - 19.397 +65.0 -110.0 +65.0 i -110.0 +65.0 -97.4 96" %-%-% 19.398 - 24.360 +65.0 -110.0 +65.0 i -110.0 +65.0 -92.0 Custom 24,361 - 31.641 +65.0 ! -1%0 +65.0 ; -110.0 +65.0 -88.4 %-% % 29.641 - 32,515 +65.0 1 -110.0 +65.0 1 -109.8 +65.0 -84.3 120" f -%%3 32,516 - 39.641 +65 1 -110.0 +65.0 1 -105.0 +65.0 -80.8 140" Custom ** 39.641 +65.0 -110.0 1 +65.0 I -105.0 +65.0 -80.0 SEE TABLE 27 FOR ANCHORAGE NOTFS- Glass Types Design Pressure (Ibs/ft2) for 10-12 & 14-16 XO or OX Windows Reinf. Level Window Buck Height R4 54" 63" 76" 25-1/2" If+65.0 -110.0 +65.0 -110.0 +65.0 -110.0 L a 28" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 36" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 m 42" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 0 48" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 c 60" +65.0 -110.0 +65.0 -110.0 1 +65.0 -93.9 75" +65.0 -110.0 +65.0 -103.5 +65.0 -80.0 EXTERIOR a 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 "l/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. SEE TABLE 22 FOR ANCHORAGE R H AT MEETING RAIL �� ,�{1llililr{r ' y10Ei�! Sic •���� s No.58705 13 • v e ONAL A. LYNLLER, P.E. P.E.# 58705 TABLE 13: Glass Types 5 & 6 Sash Design Pressure (Ibs/ft2) for XOX Windows Sash Configuration g ration Width Range (in) Reinf. Level Window Buck Height R4 36" 48" 54" 63" Custom 11.391 -13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -65.3 60" % % % 13.398 - 15,360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 s v % %-%3 15.361 - 19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Custom 11,391 -13.397 +65.0 -70.0 +65.0 -69.6 +63.3 -63.3 +53.2 -53.2 75" Y,-'/x-'/a 13.398 - 19,110 +65.0 -70.0 +65.0 -70.0 +65.0 -66.5 +56.2 -5&2 m � % %-% 19.111 - 24.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -66.0 Custom 18.360 - 19.397 +65.0 -70.0 +59.9 -59.9 +55.5 -55.5 +49.1 -49.1 S� 96" Y Y Y, 19.398 - 24.360 +65.0 -70.0 +62.1 -62.1 +58.0 -5&0 +50.3 -50.3 Custom 24.361 - 30.360 1 +65.0 -70.0 +65.0 -70.0 +65.0 -67.3 +57.0 -57.0 120" y yz-y4 ** - 30.360 +65.0 1 70.0 +59.9 -59.9 1 +55.5 -55.5 +49.1 49.1 ** MIN. SASH SIZE = WINDOW WIDTH - 59.28 SEE TABLE 24 FOR ANCHORAGE TABLE 14: 2 Glass Types 7 & a Sash Design Pressure (Ibs/fe) for XOX Windows sash Configuration Width Range (in) Reinf. Level Window Buck Height R4 36' 'C„ �A 6T Custom 11.391 - 11397 +65.0 ; -70.0 +65.0 ; -70.0 +65.0 I -70,0 +65.0 ' -70.0 60" % -'/, 13.398 - 15.360 +65.0 i -70.0 +65.0 -70.0 +65.0 ? -70.0 +65.0 i -70.0 r 16 %-'/3 % 15.361 - 19,641 +65.0 i -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Custom 11.391 - 11397 +65.0 -70.0 +65.0 ; -70.0 +65.0 i -70.0 +65.0 j -70.0 76' '/a-%z-'la 13.398 - 19.110 +65.0 -70.0 +65.0 1 -70.0 +65.0 -70.0 +65.0 -70.0 %-%-% 19.111 - 24.641 +65.0 -70.0 +65.0 i -70.0 +65.0 ! -70.0 +65.0 ? -70.0 c Custom 18.360 - 19.397 +65.0 -70.0 +65.0 i -70.0 +65.0 ; -70.0 +65.0* ; -67.2' 96" %-%z-% 19.398 - 24.360 +65.0 -70.0 +65.0 j -70.0 +65.0 70.0 +65.0' i -68.8* Custom 24.361 - 30,360 +65.0 ' -70.0 +65.0 -70.0 +65.0 i -70.0 +65.0 ; 70.0 120" 1 % %-'/a - 30.360 +65.0 ; -70.0 +65.0 ? -70.0 +65.0 -70.0 +65,0* i -67.2* * +65/-70 FOR GLASS TYPE 8 SEE TABLE ** MIN. SASH SIZE = WINDOW WIDTH - 59.28 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480.1600 REGISTRATION #29296 GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL ® FIN FRAMES C) NO CHANGES THIS SHEET. AK - 03/27/20 Description: DESIGN PRESSURE TABLES Title: HORIZONTAL ROLLER - LM /Model: Scale: Sheet: HR-5510 I NTS 1 8 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By elll__� Miami -Dade Product Control J ROSOWSKI Date: 05/15/15 rowing No. Rev: MD-HR5510-01 I C TABLE 17: Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash Width (In) 30" Height 36" Height 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height Head ° m Head ° Head Head Head ° Head -0 Head -0 Head -° M Reinf. Leal & Sill -3 & Sill & Sill & Sill -� & Sill -� & Sill &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+C2+1 3 t 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 0 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 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 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 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 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 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 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+21 3 1 75" 36,897 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 SEE TABLE 6 FOR DESIGN PRESSURE TABLE 18: Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash 30" Height 36" Height 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height Width (in) Head Head ° Head -0 Head Head Head -Q Head -° Head Reinf. Leal & Sill & Sill & Sill & Sill & Sill & Sill &Sill & Sill Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 v 1+C2+1 28" 13.397 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 42" 20.397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m Not Allowed 1+C2+1 48" 23.397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 1+C2+1 2+C2+2 60" 29.397 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 t 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 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 131 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. SEE TABLE 7 FOR DESIGN PRESSURE Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group E Anchor Group F 3.8" 4" GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PER JAMB 2+C8+2 3 HEAD AND SILL ANCHOR QUANTITY: (2) ANCHORS AT THE FIXED SECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 - /- — SEE CLUSTER DETAILS, SHEET 6 - _ - SEE ELEVATION, / O X / SHEET 1 SEE ELEVATION, SHEET I RAIL REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PER JAMB 1 +C3+2+C3+1 4 HEAD AND SILL ANCHOR QUANTITY: (1) ANCHOR AT THE SASH + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE FIXED SECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (1) ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 ---------------- _ SEE ELEVATION, / X / Q X SHEET 1 SEE / _EVATION, SHEET 1 MEETING RAIL SEE CLUSTER DETAILS, REPEAT ANCHOR PATTERN AT SILL SHEET 5 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 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. o AK - 03/27/20 U W i LO nay LLO Y N LO O O 0 M 0 LO LO a}op OZ LL Q �8 = W 7 0 O uMoaa _V W z 0 'ON C)W oma �> O Z v CO O W J J LL F- pf 0) ® F- w J }aayS N z F-- ZQ O 0 Z 1- @loos Z O O O w 2 U t�t� Z O ' Q 2 = a}}Il •asaa sauaS LY.NN�''% d. � . LICENSE No.58705 MATOF4410 (V ;�/ONAL 0\\\ \\\ 1111III I00 A. LYNN MILLER, P.E. P.E.# 58705 Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash 30" Height 36" Height 48" Height 54" Height 63" Height 39' Height 36" Height 1 48" Height 1 54" Height 1 63" Height Width Head Head Head Head Head E Head I Head Head Head I -Ord Head QE Reinf. Level (in) & Sill -`� 1-01 & Sill -t° &Sill -`� & Sill g & Sill &Sill -" JE01 &Sill &Sill -`; &Sill &Sill `; R3 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 4 � 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 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 00 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 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 � 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 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 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+2 141 2+C2+2 4 2+C2+2 4 JCC IIADLC O F%JR IJC_Qlkl r1�GJJVI�1- Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Group F 35' 4" 1/1DLc GV. Glass Types Anchor Quantities for XO or OX Windows 6-8 Sash 30" Height 36" Height 48" Height 54" Height 63" Height 72" Height 30" Height 36" Height 48" Height 54" Height 63" Height 72" Height Width Head Head Head E Head S Head E Head MI-QE E Head E Head Head E Head .fl E Head E Head s E Reinf. Level (in) &Sill E &Sill E �' &Sill &Sill &Sill fa &Sill m & Sill IU & Sill c0 & Sill fU -� & Sill M -� & Sill & Sill � -� R4 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 51 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 5 1+C2+1 5 -a 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 21 1+C2+1 31 1+C2+1 41 1+C3+1 4 1+C3+1 5 1+C3+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 41 2+C3+2 4 2+C4+2 51 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 41 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 14 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 51 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+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 51 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+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 51 1+C3+1 5 :3 co 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 0 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 41 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 31 2+C2+2 4 2+C3+2 4 2+C3+2 51 2+C4+2 5 3: 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^ 175" 2+C4+2S� I I MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Group F 3.2" 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By �J Miami -Dade Product Control C) NO CHANGES THIS SHEET. AK - 03/27/20 U W uO •^aa i Y C)u') LO L o O 0 L0 j M a}Op O _j o '� -, _ z o UMOJQ _ u.i U (.) o 2 'ON W — 00 Nr O W DMa Iz- > o rn �z.. cn W o0 Y- °13 J LL O wo rn }aayS it H O to N z oz < _j z aIOOS pz O N o � = W z O 1 IY Q = 2 alp-L .asaa Isapas `tttti Itt/(( No.58705 441 STATE 66F A. LYNN MILLER, P.E. P.E.# 58705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash Width (In) 30" Height 36" Height 48" Height 54" Height 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height Head E Head -° E Head ° E Head E Head n Head ° Head F Head ° E Head Q E Head Reinf. Level & Sill &Sill &Sill �II &Sill &Sill &Sill &Sill &Sill &Sill &Sill R4 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ;5 1+C2+1 28" 13.397 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 42" 20.397 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m Not Allowed 1+C2+1 48" 23.397 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 1+C2+1 2+C2+2 60" 29.397 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 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 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 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 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 2+C2+2 4 SEE TABLE 11 FOR DESIGN PRESSURE TABLE 22: Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 4„ Glass Types Anchor Quantities forXO or OX Windows 10-12 & 14-16 Sash 30 Height 36 Height „ 48 Height „ 54 Height „ 63 Height „ „ 76 Height 30 Height „ 36 Height „ 48 Height „ 54 Height „ 63 Height 76„ Height Width In ) Head n E Head E Head Q E Head E Head E Head E Head E Head Q E Head E Head E Head -0 E Head sz E Reinf. Level &Sill -, &Sill -, &Sill � -, &Sill fQ -, &Sill 1II &Sill M & Sill t° -, &Sill m & Sill -, &Sill &Sill m -, & Sill R4 , Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 15 1+C2+1 28" 13.397 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 42" 20.397 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 m Not Allowed 1+C2+1 48" 23.397 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 0 1+C2+1 2+C2+2 60" 29.397 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 75" 36.897 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 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 41 1+C2+1 51 1+C3+1 5 1+C2+1 21 1+C2+1 31 1+C2+1 41 1+C2+1 41 1+C2+1 51 1+C3+1 5 26 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 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 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 :3 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 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 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 51 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE K 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 SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE 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. �o AK - 03/27/20 a LO U nab � LO LO Y o o af } LO LO o O (0 (V O � -j NT co of a}DQ O J o 2 z (o �a UMDJp = W 7- U U o hz00 ? DN O w r JMa > I. 0 z rn - - (n W 00 •— J m J LL O ~ w ® rn JI }aa4S f N Z a j z z O O N o r- = z O Q _ r a!}!1 •Dsa4 sauaS 1��tIIIlrt�r, No.58705 `-0 - VA 's�s ORID .•'�\e e 10IIIIi1\1 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN ALL ANCHnRAGF MUST Al sn CnMPI Y WITH THF: MAY n c GPARINr RI-In1A/N M1 TI-IF FI FVATIMIQ Glass Types 5-8 Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height 24' Height 30" Height 36" Height 48" Height 54" Height 63" Height Reinf. Level R3 Head & Sill E Head & Sill -� Head & Sill n Head & Sill Head & Sill .0 E Head & Sill Head & Sill a Head & Sill E Head & Sill E Head & Sill Head & Sill Head &Sill co o Anchor Group A Anchor Group C 35-1/4" %-% % 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" %-%%3 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1/8" Y-'/z-'/a 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 Y3-Y3- 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 47-3/4" %-%-'/a 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 -% % 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391 - 12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 v 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+1+C2+1 4 1+C2+1+C2+1 4 Y U %-%3 % 13.398 - 17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+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 ' Co 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" %-% % 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" %-%Z % 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 %-% % 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+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96" %-% % %398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+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 4 120" -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+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Anchor Group B Anchor Group D 35-1/4" %-% % 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" %-% % 12.308 - 12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1/8" Y-yz-'/a 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 %-%-% 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 47-3/4" '/a-y-'/a 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 11+C2+1+C2+1 4 %-Y3-% 12.298 - 15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 v 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+1+C2+1 4 1+C2+1+C2+1 4 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+0+C2+1 4 1+C2+0+C2+1 4 Co 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" %% % 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" %-%Z % 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 %-%-% 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" %-%Z % 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361 - 30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+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+72+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group E Anchor Group F 2.9" 4" ** MIN. SASH SIZE = WINDOW WIDTH - 59.28 NOTES: SEE TABLE 9 FOR DESIGN PRESSURE 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By -) Miami -Dade Product Control C) NO CHANGES THIS SHEET. o AK - 03/27/20 U 'A98 � Y - o a' LO >-LO L o O O JO co O uO I'1- Z coo �e uMDJ(l 2 W (� () p F- Z d 'ON O W 0MG I,- C) Z M W 00 J m _j LL O CV NJ laa4S F- N Z O � -I Z E- 0 aloaS Z U p O N o Z O Q I = al}ll -asap sauaS \_}GENE �� r NO. 58705 � - ZI -7 - 0 . SrrgTE F °°'r//OVA L. 11111W A. LYNN MILLER, P.E. P.E.# 58705 TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types 5 & 6 Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows 24" Height. 30" Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height Reinf. Level R4 Head &Sill c Head &Sill n Head &Sill E Head & Sill n E Head & Sill Q E Head & Sill E Head & Sill E Head & Sill E(MU Head & Sill E -� Head & Sill E � Head & Sill E Head & Sill E Anchor Group A Anchor Group C a U :3 m 0 a 35-1/4" Y3-Y3-Y3 11.391 - 11.391 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+1+C2+1 1+C2+0+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+O+C2+1 Not Allowed 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+0+C2+1 1+C2+3+C2+1 1+C2+2+C2+1 1+C2+1+C2+1 1+C2+3+C2+1 1+C2+3+C2+1 1+C2+2+C2+1 1+C2+3+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 38" %3-%-% 12.308 - 12.308 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1/8" %%z-% 11.391-13.397 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 -j % 13.398-14.683 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+G2+0+C2+1 4 47-3/4" -%-% 11 391-12.297 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 J-%-% 12.298-15.558 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 52-1/8" Custom 11.391-12.016 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 %-%z-j 12.017-13.397 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -% % 13,398 - 17.016 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 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 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 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 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 /%2-1 13.398-19.110 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 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 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 %-Yz-% 19.398-24.360 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 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 11+C2+2+C2+1 4 120" %-%-% --30.360 2 1+C2+3+C2+1 2 1+C2+3+G2+1 3 1 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" %-l3-% 11.391-11.391 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 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" I3-y3`y3 12.308-12.308 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-118" -%-% 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 1+C2+0+C2+1 4ll+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 -%-%3 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 41+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 47-314" -%-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 41+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-% % 12.298-15,558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 m 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+1+C2+1 4 1+C2+1+C2+1 4 -%-%3 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+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 0 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 %-%-Ya 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+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+C2+0+C2+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" %-%-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 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 -% %3 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 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" % -�z- a 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 t+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361-30,360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+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" %-fz-% ""-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+(-2+1 2 1+G2+3+C2+1 2 9+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE Max. Anchor O.C. Anchor 2 " MIN. SASH SIZE =WINDOW WIDTH - 59.28 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. Spacing for "Integral- Group F 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. Fin" Installation 4" 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 NOA-No. 20-0406.01 Expiration Date 09/24/2025 By u Miami -Dade Product Control C) NO CHANGES THIS SHEET. o AK - 03/27/20 a U W U') 'Aaa > \ Y o `n o O 1 o O LO -i (f) O a}op O J C) LL 2 Z �8 uMoja = W U U O W Z 0 'IN O W ^ HMO I, > T- 0o Z .. W 00 T-- -I m J ILL O W' M W J I- }aa4S rn ® C i- O !� Z N 00 � Z Q C ~ 1910-S o pZ O 2 N W z O Q 2 aI}ll •osap sauaS LY/VAI No. 58705 C� s` �ORiDt° •°` \` fi10 `/9//IO AL A. LYNN MILLER, P.E. P.E.# 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 Configuration Sash Width Range (in) Anchor Quantities for XOX Windows 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height Reinf. Level R4 Head &Sill -Q Head &Sill � Head &Sill Head &Sill Head &Sill Head &Sill -fl Head &Sill -� -Q Head &Sill I � Head &Sill I E Head &Sill E Head &Sill E Head & Sill E Anchor Group A Anchor Group C L -0 le%-%-% ' m 0 35-1/4" Y3-%-Y3 11.391 - 11.391 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+1+C2+1 1+C2+0+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+0+C2+1 Not Allowed 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+0+C2+1 1+C2+3+C2+1 1+C2+2+C2+1 1+C2+1+C2+1 1+C2+3+C2+1 1+C2+3+C2+1 1+C2+2+C2+1 1+C2+3+C2+1 2 1+C2+0+C2+1 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" %-%-'%3 12.308 - 12.308 2 1+C2+0+C2+11+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1/8"-� 11.391-13.397 2 1+C2+0+C2+1 121+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 2 1+C2+0+C2+11+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-y2-y 11.391 - 12.297 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %-%-Y3 12.298 - 15.558 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 52-1/8" Custom 11.391 - 12.016 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %-%-% 12.017 - 13.397 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 13.398 - 17.016 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 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 %-y2-% 13.398 - 15.360 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %3-%-% 15.361 - 19.641 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 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Y/-%2-% 13.398 - 19.110 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 -%-% 19A 11 - 24.641 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 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 %-%2-% 19.398 - 24.360 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 Custom 24.361 - 30.360 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 4 120" '/a-%-% -30.360 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 1+C3+3+C3+1 4 Anchor Group B Anchor Group D 35-1/4" %-%-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" %-%3-%3 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 %-% % 11.391 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1/8" %-%-% 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+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-'/2-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 47-3/4" -%-% 12.298 - 15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391 - 12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t 26 52-118" %-%2-% 12.017 - 13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 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+0+C2+1 4 1+C2+0+C2+1 4 U Co Custom .39 111-13.397 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" 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 v -%-%3 15.361 - 19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+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+C2+0+C2+1 4 Custom 11.391 - 13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" %-%-% 13.398 - 19. 110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 -% % 19.111 - 24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360 - 19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96" %-%-% 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+11+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 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 ]41+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+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+11+C2+3+C2+1 4 1+C2+3+C2+1 4 Max. Anchor O.C. Anchor Spacing for "Integral- Group F Fin" Installation 3.7-1 WINDOW WIDTH - 5928 SEE TABLE 14 FOR DESIGN PRESSURE . MIN. SASH SIZE = NOTES: 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) "1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control C) NO CHANGES THIS SHEET. o AK - 03/27/20 U W � � Y •naa > ti o O C) (D N M U) Lf) a}Dp I W OZ u' coo UMDJQ = W v 0 U p :E W Z 00 � 'ON HMO O W I` T- Z W a_o v J m lL O la- � d• ® rn W J T }aa4S P rn F- Z W O < -I Z atDDS F (Y H pZ O o 52 N L? W Z Q O 2 at}il Dsap sauaS `14{{1ik itrl!!! o Y L4 `• � No.58705 o S A"f OF Fz C� DIAL{{� A. LYNN MILLER, P.E. P.E.# 58705 TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS Glass Types 10 - 12 Sash Sash Width Anchor Quantities for XOX Windows 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height Reint Level R4 Configuration Range (in) Head &Sill n E m -� Head &Sill 1-01 E m Head & Sill � E m -� Head & Sill n E m Head & Sill n E m Head &Sill n E Head & Sill m - n E m Head & Sill n E m - Head &Sill � E m Head &Sill n E m -� Head &Sill � E m Head &Sill a E m Anchor Group A Anchor Group C L a 0 m o a 35-1/4" %-%3 % 11.391-11.391 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+2+C2+1 Not Allowed 1+C2+1+C2+1 1+C2+0+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+0+C2+1 1+C2+3+C2+1 1+C2+3+C2+1 1+C2+2+C2+1 2+C2+3+C2+2 2+C2+2+C2+2 2+C2+3+C2+2 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 38" % %3 % 12.308-12.308 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1 /8" 11.391-13.397 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 13.398-14.683 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 47-3/4" -%-% 11.391-12,297 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 12.298-15.558 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 52-1/8" Custom 11.391-12.016 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 %-%-% 12,017-13.397 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 %s-% % 13.398-17.016 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 60" Custom 11.391-13.397 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 %% % 13.398-15.360 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 %%-% 15.361-19.641 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 75" Custom 11.391-13.397 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 %% % 13.398-19.110 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 19.111-24.641 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 96" Custom 17.641-19.397 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 %%-% 19.398 - 24.360 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 -% 24.361 - 31.641 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2 4 120" %Z % 29.641-32.515 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 %-%-Y3 32,516-39.641 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 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 35-1/4" %-%-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" % %3 % 12.308 - 12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-1 /8" -%-% 11.391-13,397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+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+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 %-%-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 47-3/4" 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 %-%-% 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+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+C3+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 41+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 52-1/8" %-%-% 12.017-13.397 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+C3+0+C3+1 41+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 13:398-17.016 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 41+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 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 41 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" %-%Z % 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 o -a %-%-% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+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+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 41+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 75" %%-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 41+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 -% % 19.111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 41+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 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 41 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 96" %-%-% 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 %-%-% 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2 1+C2+2+C2+1 412+C2+3+C2+2, 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 120" %%-% 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 42+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 %-%-% 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 4 2+C4+4+C4+2 4 2+C5+4+C5+2 42+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+Z 4 2+C4+4+C4+2 4 2+C5+4+C5+2 4 2 2+C2+3+G2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 NOTES SEE TABLE 15 FOR DESIGN PRESSURE 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). GLASS TYPES 10-12 & 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 NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control C) NO CHANGES THIS SHEET. o AK - 03/27/20 m a U W LO nab Y LO LO O) (D CV LO i co a}oo OZ -' LL 0 U Xe umo-ja = LLI `, 0(.) O 00 W- Z d ON O W ^ Okla ti O Z O W J m _j LL O fa- of u7 ® W J -� r- }aayS H N w Z of z o < _j ¢ Z H 0 1— atooS Elf Z 00 O N O = W Z O Q = aµdl -osao 199pas No.58705 g IA - TA FE OF ` {i, OVAL d11111110 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types 14 - 16 Sash Sash Anchor Quantities for XOX Windows 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height Reinf. Level Configuration Width Range (in) Head &Sill E m Head &Sill S m Head &Sill S m Head &Sill E m Head & Sill E m Head & Sill E Head & Sill m E m Head & Sill E m Head & Sill E m Head &Sill E M Head &Sill n E co Head &Sill .fl E m Anchor Group A Anchor Group C v U m v 35-1/4" %-%-%s 11.391 - 11.391 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 1+C2+2+C2+1 Not Allowed 1+C2+1+C2+1 1+C2+0+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+0+C2+1 1+C2+3+C2+1 1+C2+3+C2+1 1+C2+2+C2+1 2+C2+3+C2+2 2+C2+2+C2+2 2+C2+3+C2+2 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" %-%-% 12.308 - 12.308 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 45-1/8" Y yz-'/a 11.391-13.397 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 %-Y3-% 13.398-14.683 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 47-3l4" -%z-% 11.391-12.297 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 %-%-Y3 12.298-15.558 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 52-1/8" Custom 11.391-12.016 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 %-%-% 12.017-13.397 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 %%-% 13.398-17.016 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 60" Custom 11.391-13.397 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 %-%z-% 13.398-15.360 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 15.361-19.641 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C5+0+C5+1 4 75" Custom 11.391-13.397 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 %-%-% 13.398-19.110 2 1+C2+2+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 %% % 19A11-24.641 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 4 96" Custom 17.641-19.397 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+4+C4+1 4 %%-% 19.398 - 24.360 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 -% 24.361-31.641 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 4 120" -%z % 29.641-32.515 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 -%-% 32.516 - 39.641 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 140" Custom -*-39.641 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 7 Anchor Group B Anchor Group D 35-1/4" %% % 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" %% % 12.308 - 12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+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 45-1/8" 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+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 -'/s-%a 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+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+C3+0+C3+1 4 47-3/4" -%z-% 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+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 %-%-Y3 12.298-15.558 1+C2+O+C2+1 2 11+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+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 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 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 52-1/8" %-%z-% 12.017-13.397 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+O+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 v %-%-% 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 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 s 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" %-%-% 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 %%-% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C5+0+C5+1 4 v 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+C4+1 4 1+C4+3+C4+1 4 75" %-%-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+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+C4+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+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 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 96, %-%z-% 19.398 - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 -'/s 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 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+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 12 0" 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 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+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 r140" -% 32.516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C4+2+C4+2 4 Custom **-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 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 GLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL ® FIN FRAMES NOTFS- SEE TABLE 16 FOR DESIGN PRESSURE 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). WINDOW WIDTH - 60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. * MIN. SASH SIZE = 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4) 1/4-1/2-1/4" AND "1/3-1/3-1/3" 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. o AK - 03/27/20 Q_ U W LO •naa � Y r C) N U) U-) i M a}op OZ W coo k uMOJO U U O WZ0 'ON O W OMQ t` `- Z W 00 0O .. J m < 1 O � CO ® a) t: W i }aa4S N z I— zz j J Z H h alooS pZ O N o 2 ? Z O � Q 2 2 alp 1 •0sa4 sauaS ,�kjH lllj// No- 58705 A S ATE6F /t/I1)iCYt11\4 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 Rail PVC 15 620158 Track Insert 6063 T6 Al 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620166 Monorail 6063 T6 AI 19 620156 Pull Rail Interlock 6063 T6 AI 20 620144 Pull Rail Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 T6 Al 22 620151 Standard Sash Reinforcement 6063 T6 Al 23 620152 HD Sash Reinforcement 6063 T6 Al 24 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 25 620154 HD Meeting Rail Reinforcement 6005 T5 Al 26 620155 H.D. Horiz. Roller Meeting Rail Reinforcement 6005 T5 Al 27 71OX114PPA #10 x 1-1/4" PH. PH SDS (Monorail Screw) 410 SS 28 61644 Weatherstrip, .187" x .270" Fin Pile 29 61719 Weatherstrip, .187" x .220" Poly Pile 30 #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 410 SS 31 78X312PPA #8 x 3-1/2" Ph. PH SMS (Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 6063 T5 Al 33 720210 Weep Hole Cover PVC 34 720187 Installation Screw Hole Plug PVC 37 720197 Auto Lock C Steel 38 720199 Sweep Lock Cast Zinc 39 720196 Auto Lock Cover Assembly Cast Zinc 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 Tek (Reinforcement Screw) SS 44 Leadstile Top Corner Key Nylon 45 Leadstile Bottom Corner Key Nylon 46 Lockstile Top Corner Key Nylon 47 Lockstile Bottom Corner Key Nylon 48 720204 Wheel Nylon 72 620135 Lami. I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 75 71684/5 Setting Block (7/8" x 2" x 1/8"), 85 +/- 5 duro. EPDM 80 61011 Roll -formed Screen Alum 81 61012 Extruded Screen Frame Alum 82 Extruded Screen Spreader Bar Alum 83 47042W Screen Corner Key with Pull Ring PVC 84 47041W/CKGLB Screen Corner Key No Pull Ring PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 1 61635/61614 .140" Screen Spline (Machine/Hand 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" �{ --►I ��-- 062" 2.445" oD C� .625" J-CHANNEL .625" 1.375' O FRAME HEAD, SILL &.JAMBS j- { - 1.507" ►{ 7T�71065' 13 ANTI -LIFT INSERT & TRIM COVER .864" 72 LAMIIG BEADING �.J JAMBSv �� M o 1.630" .065" 0 0 -►, 1.231" (+- 14 FIXED MEETING RAIL .300" 175" .750" .025"-►j'I-�-� 80 ROLLED SCREEN FRAME 7 2.445" Q 1.641 " - 1.437" ILI 1.020" r1i .060" - ► �- TRACK 15 INSERT .316" .754" .035" 81 EXTRUDED SCREEN FRAME 070" -►] 1.184" �-�- .070" .791" 1.036" 810" 7-1 1 -L T� 23 HD SASH 24 STANDARD REINFORCEMENT MEETING RAIL REINFORCEMENT FIN FRAME OHEAD, SILL & JAMBS 1.375" 16 SASH RAIL 060" .715" - ►I 1,185" 21 LIGHT SASH REINFORCEMENT 1.182"44- �- 070" 1.041" L A 30" -�- 1.340" �_-- 25 HD MEETING RAIL REINFORCEMENT L.Y N/V '`� �GEN,g • lr� i No. 58705 'STATE OF /Ili FLORIOP G�?� A. LYNN MILLER, P.E. P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 )-480-1600 REGISTRATION #29296 7 2,445" 2.100" -0 -0 .590" 07 .0" 19 LIFT RAIL INTERLOCK -►{ 1.100" 715 .060 22 STANDARD SASH REINFORCEMENT �a- f EQUAL LEG FRAME OHEAD, SILL & JAMBS 2.176" .471 " .050" j 20 LIFT RAIL INTERLOCK COVER 1.182" �- ---{ �-- .280" .094" 1.041" 1.77074" J_ .164" - o-) 1.340"®- HID HR MEETING 26 RAIL 17 MONORAIL REINFORCEMENT Revision: C) ADDED BACKBEDDING. AK - 03/27/20 Description: WINDOW EXTRUSIONS & BOM ritte. HORIZONTAL ROLLER - LM /Model: Scale: Sheet: HR-5510 I NTS 1 17 OF 18 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.01 Expiration Date 09/24/2025 By Miami -Dade Product Control Drown W. J ROSOWSKI Date: 05/15/15 Drawing No. Rev: MD-HR5510-01 I C 16 SASH MITERED FRAME WITH 44 ASSEMBLY INTERIOR AND EXTERIOR DETAILS FRAME WELDS O EXTERIOR 46 ATTACHED TO SASH RAIL C� TARI P 9Q- Egress Lock Bill of Material # Part # Description Material 100 7MC7024 Multi -Point Lock Operator Cast Zinc 101 73340 Operator mounting Plate Steel 102 72015 Multipoint Lock Keeper Aluminum 103 720214 Multipoint Lock Guide Nylon 104 220217-221 Tie Bar (Length Varies) Stainless Steel 105 71024X12HFX #10 x 1/2" HH MS Stainless Steel 1061 78X1 FPAX #8 x 1" Ph. FH SMS Stainless Steel 1071 78X75FPTX #8 x 3/4" Ph. FH SDS Stainless Steel 17 ATTACHED TO 103 30 FRAME JAMB 27 EGRESS LOCK 16 37 DETAILS 40 (NOT TO SCALE 39 84 86 83 OR 42 104 87 OPT. AUTO LOCK 85 �' 45 .®. �` `�a ®. 20 ATTACHED TO PRODUCT REVISED FRAME JAMB as complying with the Florida 4.8 106 Building Code NOA-No. 20-0406.01 42 O 101 Expiration Date 09/24/2025 16 --- 14 107 By 82 Miami -Dade Product Control OPT. 72 38 72 102 40 41 r - 47 42 1 OPT. SWEEP LOCK ATTACHED FRAME JAMB O 80 OR 81 15 ® 1070 TECHNOLOGY DRIVE MITERED FRAME WITH ® N. VENICE, FL 34275 1 INTERIOR AND EXTERIOR FRAME WELDS 100 (941)-480-1600 t l t l 1 1 REGISTRATION #29296 SCREEN �� y{ � / Revision: ASSEMBLY �,0.• l � C) NO CHANGES THIS SHEET. DETAILS�CENSF ��. AK - 03/27/20 _ No. 58705 _ 83 OR 84 Description: Drawn By: EXTERIOR FRAME 2- 0 �` EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY ;0,� s TE F �<v\ Title: Date: NOTES: DETAILS %�S �OR1°P' C���` HORIZONTAL ROLLER - LM 05/15/15 1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ® 'r / NAL �\ \` 2) J-CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY. A. L1 w IM101-W, P.E. Series/ModelRev: 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-8. HR-5 Scale: Sheet: Drawing No. 510 NTS 18 OF 18 MD-HR5510-01 C P.E.# 58705