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NOA20040601-HR5510
MIAM 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.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"HR-5510"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-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 MIAMN)ADE COUNTY 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- 6`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 DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEET 6� - ►I 12-3/4"MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE _ B,SEE LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT 8'MAX. —►{ I r— ______________ ( �►- SHEET 3 MAX' SEE SHEETS 9-16 D,SEE 2-5 ANCHORS,SEE CLUSTER _--_-_ -------_-_-_-_ SHEET 4 DETAILS SHEET 6 15.85" 18.94"MAX.O.C. A,SEE -- ------------ ---------------I C ' • MAX.O. � � e,SEE SHEET 3 t 10 MAX' I 1 8"MAX. �— r i.- SHEET 3 I A C,SEE —10"MAX. --- ---------------�— . + SHEET4 I 1 ————--—_. ------------------- ------------- E,SEE! — � I I C SHEET 3t 1 1 19' 76" I � E EQUALLY / //// MAX.O.C. MAX. I 72" ISPACED I BUCK IANCHORS PER I HEIGHT I MAX. EQUALLY 63" TABLES 17-22BUCK SPACED I MAX. 1 j HEIGHT ANCHORS PER I BUCK SEE / / TABLES 23-27 HEIGHT SHEETS 1 9-16 1 1 15.67" O X I O X I X O X I MAX.O.G. I 8"MAX. j 8"MAX. 1 SEE SILL 1 SEE SILL _ • • • • • • • . • WEEPHOLE� _j I WEEPHOLE j SEE SILL _ DETAILS, 4"O.C. MAX. —"rl 4"O.C. 3"MAX. 4"O.C.BETWEEN BBETWEEN �3' — I DETAILS, WEEPHOLE SHEET 3 L--- SHEET 4 BETWEEN L- DETAILS 3"MAX. WEEPHOLES B WEEPHOLES D SHEET3 WEEPHOLES 75"MAX.BUCK WIDTH 75"MAX.BUCK WIDTH -- 140"MAX.BUCK WIDTH 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: • 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER • 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION • ASTM E1300-09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION 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. • ALUMINUM DESIGN MANUAL,ADM-2015 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 • AISI S100-16 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. • AISC 360-16 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). GENERAL NOTES......................_1 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 ELEVATIONS.................................1 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. FRAME,GLASS&ANCHOR 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. OPTIONS.............................2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300: EQUAL LEG/BOX.................3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION, INTEGRAL FIN 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 &J-CHANNEL...................... 4 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 GLAZING DETAILS........................5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES...................6-8 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................9-16 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 EXTRUSION PROFILES&BOM....17 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 ASSEMBLY.....................................18 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. PRODUCT REVISED as complying with the Florida USER INSTRUCTIONS: 11 I I Building Code 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. \�� LYNX i�� Revision: NOA-No. 20-0406.01 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND �i REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING �` �� �� C) UPDATED TO FBC 2020, Expiration Date 09/24/2025 �� . ' OCENSfi �� REVISED ANCHOR TYPE TABLES 6-16(SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q ,• TABLE. By OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. No. 58705 AK-03/27/20 Miami-Dade Product Control 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 -p �J Description: Drawn By: REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THATALL MIN.REQUIREMENTS FROM THIS SHEET ')3 %j,� .� 0 �'- 1070 TECHNOLOGY DRIVE GENERAL NOTES & ELEVATION J ROSOWSKI SET ARE MET. O TAT OF �\ N.VENICE,FL 34275 T �� Title: Date. R 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. (ORION ' (941}480-16W i USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. �i�S C9���` HORIZONTAL ROLLER - LM 05/15/15 NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, i I 1 I 1 I Series/Model: Scale. Sheet: Drawing No. Rev. INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET 2. A.LYNIJ MILLER,P.E. REGISTRATION#29298 HR-5510 NTS 1 OF 18 MD-HR5510-01 C P.E.#58705 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Frame Glass Type Description (Listed from Exterior to Interior) Installation YP "A"=ANNEALED Types Options Conditions Substrate Option Detail Sheet 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 „H"=HEAT STRENGTHENED (see Fig B) (see Table 1) T =TEMPERED 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 "PVB"=.090"TROSIFOL®PVB Through the ....into 2X Wood Frame/Buckstrip-sheet 4, option 5 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 BY KURARAY AMERICA,INC. J-Channel 5 8 integral fin...... ....into Metal-sheet 4, option 8 8 7I8 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 SG"_ .090"SENTRYGLAS® (#1) Through the frame ....into 2X Wood Frame/Buckstrip-sheet 4, option 6 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 INTERLAYER BY KURARAY of the window...... ....into Metal-sheet 4, option 7 AMERICA,INC. ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 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 Flange Through the frame ....into Concrete/CMU-sheet 3, option 2 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 (#2) All of the window...... ....through 1X Buckstrip into Concrete/CMU-sheet 3, option 3 GLASS TYPES 5,7,11 &15 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 MAY NOT BE USED IN THE ....into Metal-sheet 3, option 4 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 ® HVHZ ABOVE 30'. Through the ....into 2X Wood Frame/Buckstrip-sheet 4, option 5 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„ Integral Fin SG Interlayer 5-8 integral fin...... ....into Metal-sheet 4, option 8 SEE SHEET 6,TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAGE INDEX. (#3) Through the frame ....into 2X Wood Frame/Buckstrip-sheet 4, option 6 of the window...... ...into Metal-sheet 4, option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME F Material Min. ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 / Group Anchor Substrate Min. Edge Min. r Min. F Box MIN.OF 3 Equal-Leg All Through the frame ....into Concrete/CMU-sheet 3, option 2 Distance Embedment* THREADS Steel Screw 92 ksi 120 ksi q(#4) g of the window...... ,...through 1X Buckstrip into Concrete/CMU-sheet 3, option 3 #10 SMS P.T. Southern Pine(SG=0.55) 7/16" 1-3/8" BEYOND THE 18-8 Screw 60 ksi 95 ksi --into Metal-sheet 3, option 4 Steel,A36* 318" 0.050" METAL 410 Screw 90 ksi 110 ksi (steel, 18-8 S.S. Steel Stud,A653 Gr. 33* 3/8" 0.0451"(18 Ga.) SUBSTRATE. Elco/DeWalt Aggre-GatorO 57 ksi 96 ksi A or 410 S.S.) Aluminum, 6063-T5* 3/8" 0.050" "UNGROUTED Elco UltraCon® 155 ksi 177 ksi 3/16"steel Ultracon or P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" CMU"VALUES 3/16"DeWalt Ultracon+® 117 ksi 164 ksi FIGURE B:FRAME TYPES Ultracon+ Concrete(min. 3 ksi) 1" 1-3/8" MAY BE USED 1/4" DeWalt UltraCon+p 148 ksi 164 ksi 3/16"steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" FOR GROUTED 410 SS Elco/Dewalt CreteFlexO 127.4 ksi 189.7 ksi ff �3/16"steel Ultracon+ Ungrouted CMU, (ASTM C-90) V1-1/4" CMU 6063-T5 Aluminum 16 ksi 22 ksi fOR P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" APPLICATIONS. 2 � � #12 SMS Steel,A36* 3/8" 0.050" A36 Steel 36 ksi 58 ksi (steel, 18-8 S.S: Gr. 33 Steel Stud 33 ksi 45 ksi 0or 410 S.S.) Steel Stud,A653 Gr. 33* 3/8" 0.0451"(18 Ga.) a� Aluminum, 6063-T5* 3/8" 0.063" FLANGE EQUAL- LEG OILg 1/4"steel Ultracon or P.T. Southern Pine(SG=Q.55) 1" 1-3/8" INSTALLATION NOTES,SEE SHEETS 3&4 FOR ILLUSTRATIONS: Ultracon+ 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 1/4"steel Creteflex P.T. Southern Pine(SG=0.55) 1" 1-3/8" 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 00 0a� 1/4"steel Aggre-Gator P.T. Southern Pine(SG=0.55) V 1-3/8" ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE 1/4"steel Ultracon Concrete(min. 2.85 ksi) V 1-3/4" WINDOW. �o Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, C Concrete(min. 3 ksi) 1-3/16" 1-3/4" THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE � ,/ 1/4"steel Ultracon+ ( 1 1—/ 0a 3 0� Ungrouted CMU, (ASTM C-90) 1" 1-1/4" CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF U 1/4"steel Creteflex Concrete(min. 3.35 ksi) 1" 1-3/4" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED J-CHANNEL INTEGRAL 1/4"steel Ultracon Concrete(min. 2.85 ksi) 2-1/2" 1-3/4" AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED) FIN Ej 1/4"steel Ultracon+ Concrete(min. 3 ksi) 2-1/2" 1-3/4" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE ❑o ❑� 1/4"steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE D Concrete(min. 3.35 ksi) 2-1/2" 1-3/4" RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, J1 n� 1/4"steel Creteflex I�JI Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT 0 o0 l/4"steel Aggre-Gator Concrete(min. 3.275 ksi) 1-1/2" 1-3/8" OPENING) IS MEASURED FROM BEADING TO BEADING. L PRODUCT REVISED Grouted CMU, (ASTM C-90) 2" 2" as complying with the Florida TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building Code 20-0406.01 NOA-No. Group Anchor Substrate Min.Edge Min. \��� LYN //�/ Revision: Distance Embedment \�` �01 ......N/��l ii� C) REVISED ANCHOR TABLE, Expiration Date 09/24/2025 E 2-112"x .131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2-7/16" \GENSF �� CORRECTED TABLE 4. B �r1 2-1l2"Ring shank Roofing Nail P.T.Southern Pine(SG=0.55) 3!8" 2-7/16" �?� �� AK-03/27/20 Miami-Dade Product Control = P.T.Southern Pine(SG=0.55) 1!2" 1-3/8" No. 58705 1 � #10 Trusshead SMS Aluminum,6063-T5* 3/8" 0.050" _ (//lj Description: Drawn 8y: (steel, 18-8 S.S. Steel Stud, Gr.33* 3/8" 0.0451"(18 Ga.) - 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI or 410 S.S.) *MIN.OF 3 -� F Steel,A36* 3/8" 0.050" AT OF �� N.VENICE,FL 34275 THREADS � O '• •' <C/ P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" r 17tle: Date. '�` ` (941}480-1600 BEYOND THE � ••, �ORtpP,.•' � � #12 SMS * HORIZONTAL ROLLER- LM 05/15/15 Aluminum,6063-T5 3/8" 0,063" METAL i l� "'• \ �` (steel, 18 8 S.S. Steel Stud, Gr.33* 3/8" 0.050" SUBSTRATE. /s�ONAL or 410 S.S.) //!J� `�� Series/Model. Scale: Sheet: Drawing No. Rev: Steel,A36* 3/8" 0.050" A.LYNNII kil_�� ,P.E. HR-5510 NTS 2 OF 18 MD-HR5510-01 C R E.#58705 REGISTRATION#29296 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OR 22 OR 23 ANCHORED THROUGH FRAME AND I INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 DISTANCE PER SUBSTRATE, SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2. ANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL "XO"OR"OX"SASH 1/4"MAX SHIM FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. 19 16 30 16 29 SEE NOTE 2,SHEET 2. 1/4"MAX.SHIM �- 13 n EMBEDMENT 20 40 OPERABLE 43 EDGE FLANGE #10 OR STEEL (� - SASH - DISTANCE (G FRAME SMS(G5),SEE 1�- 37-39 SHOWN 0 TABLE 2,SHEET 2. 2 28 I 1r o oa 11 2 � FIXED 41 o Q TYP.ANCHOR TYPE, 1/4"MAX SHIM EMBEDMENTAND 13 LITE I I VISIBLE EDGED STANCE PER I III��� "' -�' LIGHT 72 WIDTH ' `n SUBSTRATE,SEE TABLE 2,SHEET 2. 1 85 87 '. DADE APPROVED MULLION, FBC COMPLIANT O0 I VISIBLE - 42 0 It 29 ALUMINUM/STEEL FRAMING FLANGE —�I LIGHT WIDTH EXTERIOR OR STEEL STUD.MAY BE FRAME 72 14 4 EQUAL VISIBLE VERTICAL OR HORIZONTAL. SHOWN 24 OR 25 OR 26 LEG (1)AT MID-SPAN OF INTERLOCK LIGHT FIXEDLITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR ALL FRAME 43 (1)3-1l2"FROM EACH SASH HEIGHT TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILES/RAILS 29 HORIZONTAL SECTION A-A (OX) 22 OR 23 2s O BUCK 30 16 19 16 (SEE SHEETS 7-8)TYPICAL HEIGHT EXTERIOR 43 FOR ALL"XOX"SASH OPERABLE OPERABLE 20 OPERABLE 43 SASH SASH 40 - SASH (� VISIBLE i�=; __. 37-39 21 OR 22 OR 23 LIGHT I 11 II 11 11 II it (SEE SHEETS 6-8) HEIGHT I II 11 it 11 II I II II it II 11 TYPICAL FOR _� 41ALL SASH— 16 FIXED El O VISIBLE LITE Z_ VISIBLE 45 47 LIGHT WIDTH r- __ =-I LIGHT WIDTH 86 7 43 FLANGE 0 1 II 0 29 I I 81 ; FRAME WEEP OPT. 29 I r 15 SHOWN 87 85 NOTCHES 80 D0 3/4"X 1/4" 34 25 OR 26 VISIBLE 42 EXTERIOR 0 1-1/4"X 1/4" O LIGHT WIDTH 72 14 n 2 (SEE SHEETS 6-8)TYPICAL FOR V 4 4 ALL"XOX" FIXED MEETING RAIL 33 1/4"MAX BUCK WIDTH SHIM EQUAL-LEG PRODUCT REVISED HORIZONTAL SECTION E-E (XOX) o FRAME INSTALLATION AS PER SECTION A-A ABOVE complying with the Florida EQUAL LEG SHOWN Building Code 1 1 1 1 1! FRAME SHOWN ` i� Revision: NOA-No. 20-0406.01 ONY LYNN INSTALLATION EMBEDMENT �� /Jij� �i� C) NO CHANGES THIS SHEET. Expiration Date 09/24I2025 OPTION 2 \� EN�F' . � AK-03/27/20 B i ANCHORED THROUGH WNo. 58705 Miami-Dade Product Control FRAME DIRECTLY INTO -_ CONCRETE/CMU. EDGE � - Description: Drawn By: TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS -)3 IL-� c'� Lr� N.VENICE,FL 34275 1070 TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE, XO & OX) O �✓� . sTAT OF •rtle. Date: DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH/2-4-1/4" ORIDP.• ' O�+'� (94"80-1600 SEE TABLE 2,SHEET 2. SECTION B-B s (j �. HORIZONTAL ROLLER- LM 05/15/15 HEIGHT:BUCK HEIGHT-7-1/4" �i� S'jO �� �� t 1 l l/NAL,%�� Series/Model: Scale: Sheet Drawing No. Rev: A.LM I [YE\R,P.E. HR-5510 NTS 3 OF 18 MD-HR5510-01 C P.E.#58705 REGISTRATION#29296 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X �. EMBEDMENT FIN/FLANGE REMOVED) "XO"OR"OX"SASH WOOD FRAME OR BUCK- _ 16 29 STRIP.SEE NOTE 2, — EDGE --�- 1/4"MAX.SHIM 19 16 30 SHEET 2. DISTANCE 13 28 EDGE J-CHANNEL #10 OR#12 STEEL 20 40 DISTANCE OPERABLE 43 Q SASH - G ti - FRAME SHOWN O _ --- SMS(G5),SEE 37-39 —__ TABLE 2,SHEET 2. Iif L or RJ= 1 28 i TYP.ANCHOR TYPE, 41 .;' if EMBEDMENT AND 1 �DD 1/4"MAX SHIM FIXED El EDGE DISTANCE PER LITE TYP.ANCHOR TYPE. FIN AND/OR _ -I! LIGHT WIDTH _lr_ VISIBLE SUBSTRATE,SEE AY BE � - � � TABLE 2,SHEET 2. DISTANCE PER SUBSTRATE, REMOVEDEMBEDMENT AND EDGE FLANGE^IN-FIELD ❑a 11 F-1 _ ❑ (SCREW SHOWN) 72 SEE TABLE 3,SHEET 2. FIN coE j`'] - 85 87 FRAME ll - 13 DADE APPROVED MULLION, 0 VISIBLE 42 0 SHOWN 29 FBC COMPLIANT LIGHT WIDTH EXTERIOR ALUMINUM/STEEL FRAMING 72 24 OR 25 OR 26 14 3 OR STEEL STUD.MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX" FIXED MEETING RAIL HEIGHT TABLES 2&3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C (OX) 22 OR 23 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH 29 30 16 19 16 TYPICAL FOR FIN INTO METAL 28 ALL"XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE 40 20 OPERABLE 43 SASH HEIGHT SASH - - SASH #10 OR#12 STEEL VISIBLE 37-39 Gig=�o o, -bra SMS(G5),SEE 21 OR 22 OR 23 LIGHT OPERABLE Q � 11 I� � � �� II 1 TABLE 2,SHEET 2. 1 II II I 1� II 1 (SEE SHEETS 6-8) HEIGHT SASH I ii ii 28 i i I TYPICAL FOR -�j�l �`�L- 41 -� ''1 ALL SASH 16 I I o FIXED _ I VISIBLE I_ LITE I VISIBLE I _ 86 0 45 47 LIGHT WIDTH f �i r- - - III LIGHT WIDTH ---- n 0 OPT. _____ 80 81 r�- -�� FIN ii it WEEP 1� FRAME 87 85 C_J<_Jr 1�_J�_D NOTCHES 29 29 SHOWN 0 0 42 loc= 3/4"X 1/4" 25 OR 26 VISIBLE EXTERIOR 1-1/4"X 1/4" 3 LIGHT WIDTH 72 14 1 J-CHANNEL (SEE SHEETS 6-8)TYPICAL FOR FRAME 15 ALL"XOX"FIXED MEETING RAIL SHOWN 33 a BUCK WIDTH 3 1/4"MAX HORIZONTAL SECTION C- C (XOX) PRODUCT REVISED o SHIM (1)AT MID-SPAN OF INTERLOCK as complyingwith the Florida INSTALLATION AS PER SECTION D-D ABOVE FIN FRAME 43 (1)3-1/2"FROM EACH SASH Building Code CORNER AND(1)AT CENTER OF 1 t 1 1 t J t NOA-No. 20-0406.01 SHOWN SASH STILES/RAILS \��� fl��( LYN Revision: TYP.ANCHOR TYPE, �� ,�� .. /� i� C) NO CHANGES THIS SHEET. Expiration Date 09/24/2025 EMBEDMENT AND � � ` ,� •. _10ENSF'•,�l AK-03/27/20 By EDGE DISTANCE d" C��% EDGE DISTANCE PER Miami-Dade Product Control SUBSTRATE,SEE SEE � .� .�. .' No. 5$705 -_ TABLE 3,SHEET 2. —.►� EMBEDMENT _ Description. Drown By: VERTICAL VISIBLE LIGHT FORMULAS - � �� 1070 TECHNOLOGY DRIVE J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 (EQUAL-LITE, XO & OX) ' ® ' ATEOF V/� N.VENICE,FL34275 ANCHORED THROUGH INTEGRAL FIN SECTION D-D Title. Date: INTO 2X WOOD FRAME OR BUCK- WIDTH:BUCK WIDTH/2-4-1/4" % � • r<OI;IDP.. 'GN (941}480-1600 HORIZONTAL ROLLER-LM 05/15/15 STRIP.SEE NOTE 2,SHEET 2. HEIGHT: BUCK HEIGHT-7-1/4" ���S/® ALN\�>> / // t t t t t ti Series/Model: Scale. Sheet: Droving No. Rev. A.LYI�tV MILLER,P.E. HR-5510 NTS 4 OF 18 MD-HR5510-01 C P.E.#58705 REGISTRATION#29296 SILICONE STRUCTURAL 7/8"NOM. (+— 7/8"NOM. 7/8"NOM. —�-{ 7/8"NOM. POLYISOBUTYLENE 1/4"NOM. WITH DESICCANT EXT. GLASS O KODISPACE 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 7s 4SG TPS 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A_GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR �]EXTERIOR a EXTERIOR INT.GLASS 76-79 76-79 76-79 76-79 40A ELT BUTYL STRUCT GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 slu GLASS TYPE 5 3/16"NOM. DESICSUPER —► 7/8"NOM. —�{ 7/8"NOM. 7/8"NOM. 7/8"NOM. EXT. GLA7 SPACER®NXTTM 5/16" H/H SG 5/16" H/H SG 5/16" H/H SG 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE GLASS 1/8"T GLASS _ 3/16"A_GLASS 3/16"T GLASS 1/8"T GLASS ALUMINUM a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR REINFORCEMENT 76-79 76-79 76-79 76-79 5/16"NOM. BUTYL 8' DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM EXT.GLASS 7a DURASEAL® SPACER 1/2"NOM.GLASS 7/8"NOM. —►I 7/8"NOM. 76-79 BITE TYP. INT. GLASS 72 O 74 7/16"A/A SG 7/16"A/A SG EXTERIOR GLASS TYPES 5,7,11 &15 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE ® POLYISO- DESICCANT FILL AREA 28 3/16"A_GLASS 3/16"T GLASS HVHZ ABOVE 30'. BUTYLENE SEAL 5/16"NOM. 29 75 a EXTERIOR a EXTERIOR GLASS TYPES 10-12&14-16 SILICONE SEAL 29 MAY NOT BE USED WITH ROLL-FORMED J-CHANNEL OR INTEGRAL STAINLESS STEE 7s-79 76-79 ® FIN FRAMES XL EDGETM 33 79 PRODUCT REVISED EXT.GLASS SPACER GLASS TYPE 15 GLASS TYPE 16 as complying with the Florida 1:1❑ o Building Code Revision: NOA-No. 20-0406.01I INT.GLASS �� Y LYIvN is� C) NO CHANGES THIS SHEET. Expiration Date 09/24/2025 TYP. GLAZING DETAIL ti ���' ' _,CENS j��fi AK-03/27/20 By �J Miami-Dade Product Control "A" No. 58705=ANNEALED •; �- "H"=HEAT STRENGTHENED - Description: Drown By: Part# ascription Material 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI "T"=TEMPERED 76 Kommerlin 4SG TPS Spacer System l N.VENICE,FL 34275 9 p Y "PVB"_.090"TROSIFOL®PVB BY KURARAY AMERICA, INC. % � � h;E OF • . � �' Title: Date: See this h� 77 Quanex Super Spacer nXT with Hot Melt Butyl "SG"_ .090"SENTRYGLAS®INTERLAYER BY KURARAY �" �/� (941}480-1600 78 Quanex Duraseal spacer Sheet for AMERICA,INC. ��S •<0RIaN.•'� \�� HORIZONTAL ROLLER WINDOW- LM 05/15/15 79 Cardinal XL Edge Spacer Materials ✓s /®� ��. �ti 9 p FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, / �4,L �� Series/Model: Scale: Sheet. Drawing No. Rev: A.['I( MIIILER,P.E. HR-5510 NTS 5 OF 18 MD-HR5510-01 C REFERENCE TEST REPORTS: FTL-8717,8968&8970 SHEET 2. P.E.#58705 REGISTRATION#29296 TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Max. Max. Glass Reinf. Design Pressure Anchor Quantity TABLE 6: TABLE 7: Config. Width Height Type Level 2 2 Glass Types Design Pressure(Ibstft ) Glass Types Design Pressure(Ibslft ) Table# Sheet# Table# Sheet# 5-8 for XO or OX Windows 5-8 for XO or OX Windows 54" 1 6 6 17 9 54" 2 7 6 18 9 Reinf. Level R1 All Buck Heights up to 54" Reinf_ Level R2 All Buck Heights up to 54" XO 75" 63" 5 8 3 8 7 19 10 or 63" 4 11 8 21 11 All Buck Widths +50/-50 All Buck Widths +65/-70 OX 72" 6-8 4 10 8 20 10 up to 75" up to 75" 10-12 4 12 8 22 11 75" 76" 14-16 4 12 8 22 11 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 5-8 3 9 7 23 12 120" 63" 5&6 4 13 8 24 13 XOX 7&8 4 14 8 25 14 1 _ 140" 63" 10-12 4 15 8 26 15 D❑ 14-16 4 1 16 1 8 27 1 16 HEADER ❑�� HEADER - ►� ��— 4"MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH O D 21 FOR WINDOWS WITH O O 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH / IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT CLUSTER DETAIL FRAME TYPES& FRAME TYPES& CONFIGURATIONS) O D 21 CONFIGURATIONS) O 21 4"MAX.O.C. —►I �— a O a EXTERIOR ❑ SILL EXTERIOR SILL a Ion000 4-ANCHOR CLUSTER DETAIL SASH WIDTH -- SASH WIDTH i O MEETING RAIL (] o MEETING RAIL 4"MAX.O.C. —►{ �-+— o a o 0:1 zT 24 JLJ o 0 25 ❑a� 21 21 0 ❑a� 21 21 n JAMB EXTERIOR JAMB EXTERIOR 3-ANCHOR oU� 0 0 0 0 0 0 0 CLUSTER DETAIL PRODUCT REVISED NOTES: as complying with the Florida 1)USE THESE TABLES FOR ALL WINDOWS Building Code INSTALLED THROUGH THE FRAME OR t . Revision: i NOA-No. 20-0406.01 t t !t t 8"MAX.O.C. INTEGRAL FIN. \�t '� LYNA/ ��s, C NO CHANGES THIS SHEET.. Expiration Date 09/24/2025 2 FRAME DIMENSIONS ARE BUCK WIDTH AND ` '• .� P 4"MIN.O.C. ) ��. ' lCE�I it % -- BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS 7 t SC �� r AK-03/27/20 PER By THE FIGURE. .' •••� � Miami-Dade Product Control 3)FOR SIZES NOT SHOWN,ROUND UP TO THE _ No. 58705 NEXT AVAILABLE WIDTH OR HEIGHT _ Drawn By. DIMENSION SHOWN ON THE TABLE. C Description: 2 "1/4-1/2-1/4"AND"1/3-1/3-1/3"INDICATE THAT 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI -ANCHOR 4) N.VENICE,FL 34275 CLUSTER DETAIL THOSE STANDARD SASH CONFIGURATIONS , AfF F Title: Date: FALL WITHIN THE SASH WIDTH RANGE IN THE (941}480-1600 ADJACENT COLUMN. "CUSTOM"INDICATES %, , ' ! ' �Z HORIZONTAL ROLLER- LM 05/15/15 THAT NO STANDARD SASH CONFIGURATIONS �fi s1� �� FALL WITHIN THE RANGE. t tt! NA1_ 1tto Series/Model: Scale: Sheet: Drawing No. Rev. A.LMNN MII_LLft,P.E. HR-5510 NTS 6 OF 18 MD-HR5510-01 C P.E.#58705 REGISTRATION#29296 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/-50 000� HEADER up to 75" SEE TABLE 19 FOR ANCHORAGE O TABLE 9: Glass Types Design Pressure(Ibs/ftZ)for XOX O 22 5-8 Sash Sash - Width Windows Reinf. Level Configuration Range(n) Window Buck Height SASH R3 48" 54" 63" HEIGHT 35-1/4" %3%-% 11.391 -11.391 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 Q 38" %%-% 12.308-12.308 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 22 45-1l8" /a-y Y, 11.391 -13.397 +50.0 -50.0 +50.0 -50.0 +50,0 -50.0 %3%3-% 13.398-14.683 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 47-3l4" rD701 %-%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 +50.0 -50.0 EXTERIORSILL Custom 11.391 -12.016 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 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 �- SASH WIDTH o 60" %%_% 13.398-15.360 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 a %%3-% 15,361 -19.641 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 QG o Custom 11.391 -13.397 +50.0 -50.0 +50.0 -50.0 +50.0 -%0 iMEETING RAIL 75" Y y% 13.398-19.110 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 ❑] i 25 %%-'/3 19A 11 -24.641 +50.0 -50.0 +50.0 -50.0 +50.0 1 -50.0 22 22 Custom 18.360-19.397 +50.0 -50.0 +50.0 -50.0 +49.1* -49.1* ❑�� 0 96" Y,-Y,_Y4 19.398-24.360 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 JAMB EXTERIOR o Custom 24.361 -30.360 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 n o 0 V 120" Y,-Y,_Y4 ** -30.360 +50.0 -50.0 +50.0 -50.0 +49.1* -49.1 *+501-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE **MIN.SASH SIZE=WINDOW WIDTH-59.28 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES& PRODUCT REVISED CONFIGURATIONS) as complying with the Florida Building Code Revision: NOA-No. 20-0406.01 CEO' C) NO CHANGES THIS SHEET. Expiration Date 09/24/2025 .° LI SF '• ��. `� AK-03/27/20 By No. 58705 -_ Miami-Dade Product Control Description: Drown By: T3 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI Ll USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. :QT°•. YITE FJ.1 N.VENICE,FL 34275 % � ' . °<ORI4 ,. ' �" (941}480-1600 Title: Date: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. ,S �j HORIZONTAL ROLLER- LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /i & •1- �� 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 s////OVAL �\\�\ Series Model: Scale: Sheet: Drawing No. Rew. RANGE IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER,P.E. /Madek 0 NTS 7 OF 18 MD-HR5510-01 r THE RANGE. P.E.#58705 REGISTRATION#28296 TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure(Ibs/ft2)for Glass Types Design Pressure(Ibs/ft2)for Glass Types Sash 2 TABLE 10: 5-8 10-12&14-16 5&6 Sash Design Pressure(Ibs/ft )for XOX Windows XO or OX Windows XO or OX Windows width Level Configuration Glass Types Design Pressure(Ibs/ft2) Reinf. Level Window Buck Height Reinf. Level Window Buck Height Reinf. Range(in) Window Buck Height R4 48" 54" 63" R4 54" 63" 76" R4 6-8 for XO or OX Windows 36" 48" 54" 63" 25-1/2" +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 25-1/2" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 Custom 11.391 -13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -65.3 Reinf. Level R4 All Buck Heights up to 72" r 60" %%% 13.398-15,360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 v 28" +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 a 28" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 All Buck Widths 36" +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Y 36" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 5 %%-%s 15.361 -19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 up to 75" +50/-50 m 42" +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 m 42" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 Custom 11,391 -13.397 +65.0 -70.0 +65.0 -69.6 +63.3 -63.3 +53.2 -53.2 0 48" +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 0 48" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 75 -'/x-'/a 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 66.5 +56.2 56.2 SEE TABLE 20 FOR ANCHORAGE m 60" +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 69 +65.0 -110.0 +65.0 -110.0 +65.0 -93.9 3 %�-� 19.111 -24.641 +65.0 70.0 +65.0 70.0 +65.0 70.0 +65.0 -66.0 75" +65.0 -70.0 +65.0 1 -70.0 +64.3* -64.3* 75" +65.0 -110.0 +65.0 -103.5 +65.0 -80.0 Custom 18.360-19.397 +65.0 -70.0 +59.9 -59.9 +55.5 -55.5 +49.1 -49.1 S�+65/-70 FOR GLASS TYPES 6-8 SEE TABLE 22 FOR ANCHORAGE 96" Y y Y, 19.398-24.360 +65.0 -70.0 +62.1 -62.1 +58.0 -5&0 +50.3 -50.3 * SEE TABLE 21 FOR ANCHORAGE Custom 24.361 -30.360 +65.0 -70.0 +65.0 -70.0 +65.0 -67.3 +57.0 -57.0 TABLE 15: 120" y y2_y ** -30.360 +65.0 -70.0 +59.9 -59.9 +55.5 55.5 +49.1 -49.1 Glass10 Types �s Sash Design Pressure(Ibsfft2)for XOX C�Da� WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE Sash HEADER **MIN.SASH SIZE_ Configuration Width Windows TABLE 14: _ 2 Reinf. Level g Range(in) Window Buck Height Glass Types R4 48" 163" Q 7&8 Sash Sash Design Pressure(Ibs/fl for XOX Windows Custom 11.391 -13.397 +65.0 j -110.0 +65.0 j -1%0 +65.0 i -110.0 R�nf. Level Configuration Width Range(in) Window Buck Height 60" '/a%% 13.398-15.360 +65.0 -110.0 +65.0 i -110.0 +65.0 -110,0 R4 36 48" 54" 63" 15.361 -19.641 +65.0 -110.0 +65.0 -110.0 +65.0 1 -110.0 23 Custom 11.391-13.397 +65.0 '; -70.0 +65.0 ; -70.0 +65.0 ; -70,0 +65.0 ; -70.0 c Custom 11.391 -13,397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 D 60" %%-% 13.398-15.360 +65.0 i -70.0 +65.0 70.0 +65.0 ? -70.0 +65.0 i -70.0 75" %-%% 13.398-19.110 +65.0 -110.0 +65.0 -110.0 +65.0 ' -110.0 SASH r %-'/3% 15.361 -19,641 +65.0 i -70.0 +65.0 -70.0 +65.0 I -70.0 +65.0 -70.0 HEIGHT 16 /a-/-/ 19.111 -24.641 +65.0 -110.0 +65.0 -110.0 +65. Custom 11.391 -13.397 +65.0 l -70.0 +65.0 ; -70.0 +65.0 i -70.0 +65.0 ` -70.0 0 ; -110.0 ' I Custom 17.641 -19.397 +65.0 -110.0 +65.0 -110.0 +65.0* I-104.6* 0 O 76' %%z-'la 13.398-19.110 +65.0 -70.0 +65,0 -70.0 +65.0 -70.0 +65.0 i -70.0 96" %-%-% 19,398-24.360 +65.0 i -110.0 +65.0 I -110.0 +65.0* i-109.5* 23 0 19.111 -24.641 +65.0 -70.0 +65.0 -70.0 +65.0 1: -70.0 +65.0 ? -70.0 Custom 24.361 -31.641 +65.0 ; -110.0 +65.0 i -110.0 +65.0 ; -110.0 Custom 18.360-19.397 +65.0 -70.0 +65.0 i -70.0 +65,0 ; -70.0 +65.0*1 -67.2* O%% 29.641 -32.515 +65.0 -110.0 +65.0 1 -110.0 +65_p* 104.6* % %Z S 96" - -% 19.398-24.360 +65.0 -70.0 +65.0 j -70.0 +65.0 `, -70.0 +65.0*1 -68.8* - ; a 120" %-% % 32516-39.641 +65.0 -110.0 +65.0 1 -110.0 +65.0 ' -110.0 Custom 24.361 -30.360 +65.0 ' -70.0 +65.0 -70.0 +65.0 i -70.0 +65.0 ; 70.0 140" Custom ** -39,641 +65.0 ; -110.0 +65.0 ' -110.0 +65.0* 104.6* EXTERIOR ❑ SILL 120" %% 30.360 +65.0 ; -70.0 +65.0 ? -70.0 +65.0 -70.0 +65A*! 67.2* *+65/-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE *+65l-110 FOR GLASS TYPES 11 &12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-59.28 WINDOW WIDTH-60.72 o **MIN.SASH SIZE_ **MIN.SASH SIZE= 2 2 TABLE 16: Glass Types 2 SASH WIDTH 14-16 Sash Design Pressure(Ibs/ft )forXOX Sash Width Windows SECTION DETAIL Reinf, Level Configuration o 0 Range(in) Window Buck Height MEETING RAIL FOR WINDOWS WITH R4 46' 1 5,V 1 63' 0 LEVEL R4 REINFORCEMENT Custom 11.391 -13.397 +65.0 j -110.0 +65.0 1 -110.0 +65.0 -110.0 26 (REINFORCEMENTS SHOWN 60" X-%% 13.398-15.360 +65.0 -110.0 +65.0 : -110.0 +65.0 -110.0 o o IN FIGURES APPLY TO ALL ❑� o FRAME TYPES& -I-%a 15.36 10.1 -19.641 +65.0 ! -10 +65.0 -110.0 +65.0 -110.0 23 23 CONFIGURATIONS GLASS TYPES 10-12&14-16 JAMB EXTERIOR ) c Custom 11.391 -13.397 +65.0 -110.0 +65.0 ! -110.0 +65.0 -109.3 n o o MAY NOT BE USED WITH 75" '/a-%% 13.398-19.110 +65.0 -11R0 +65.0 -110.0 +65.0 -1020 v o J-CHANNEL OR INTEGRAL U ° ® FIN FRAMES PRODUCT REVISED -%-% 19.111 -24.641 +65.0 -110.0 +65.0 -1%0 +65.0 -1029 as complying with the Florida Custom 17.641 -19.397 +65.0 -110.0 +65.0 i -110.0 +65.0 -97.4 i !t l t s g Buildin Code 96" %-%-% 19.398-24.360 +65.0 -110.0 +65.0 i -110.0 +65.0 -92.0 �� �' � �rfi Revision: NOA-No. 20-0406.01 Custom 24,361 -31.641 +65.0 i -1%0 +65.0 ; -110.0 +65.0 -88.4 ������. ""'' IJ ��� C) NO CHANGES THIS SHEET. Expiration Date 09/24/2025 %-%-% 29.641 -32,515 +65.0 i -110.0 +65.0 -109.8 +65.0 -84.3 y1GG,�S l�(C� f' AK-03/27/20 B � 120" y f-%%a 132,516-39.641 +65 0 -110.0 +65.0 ; -105.0 +65.0 -80.8 Z7 NO. 58705 Miami-Dade Product Control s QD 140" Custom ** 39.641 +65.0 -110.0 +65.0 i -105.0 +65.0 -80.0 Description: Drawn By. SEE TABLE 27 FOR ANCHORAGE T3 (�{ O ( 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI NOTES: 0 , ATE�jF �,�` N.VENICE,FL 34275 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. i '•.�<ORtDi'. ` �� (941}480.1600 7i'tie. Date. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. % tS y<"ry `+ HORIZONTAL ROLLER- LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. <fs1ONAL E ��� 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 !t IN 115 t Series/Model: Scale: Sheet: Drawing No. Rev: IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNIV MILLER,P.E.P.E.#58705 REGISTRATION#29295 HR-5510 NTS 8 OF 18 MD-HR5510-01 C TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 Sash Spacing for"Integral- Group E Group F 30" Height 36" Height 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height Width -0 Fine Installation 3.8" 4" Head Head Head Head Head Head Head Head Reinf. Leal (In) & Sill m & Sill & Sill M M R1 � � -, & Sill � & Sill � & Sill � & Sill � & Sill � Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED as complying with the Florida 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 FOR OX WINDOWS XO SIMILAR Building Code t }' NOA-No. 20-0406.01 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 ANCHOR QUANTITY PER JAMB Expiration Date 09/24/2025 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 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 2+C3+2fHEA1 By pp AND SILL ANCHOR QUANTITY: Miami-Dade Product Control 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 3-0 CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 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 +(2)ANCHORS AT THE SASH C) NO CHANGES THIS SHEET. TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. o AK-03/27/20 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 SEE ELEVATION,SHEET 1 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 SEE ELEVATION,SHEET 1 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 SEE CLUSTER DETAILS,SHEET 6 U 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 ----------! , j � Y nay 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 _ SEE ELEVATION, r U o 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 SEE / O X / SHEET 1 N o O `o _ ELEVATION, 't u7 c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 O M a}op O SHEET 1 MEETING RAIL -I J O _ 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 u_ REPEAT ANCHOR PATTERN AT SILL = �g SEE TABLE 6 FOR DESIGN PRESSURE LLI TABLE 18: U U O UMDJQ FOR XOX WINDOWS: ►W- W � a Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY � > 5-8 Sash PER JAMB O Z 00 30' Height 36 Height 48 Height 54 Height 30 Height 36 Height 48" Height 54" Height W Width Head LL Head -0 Head -0 Head Head Head Q Head ° Head -0 — HEAD AND SILL ANCHOR QUANTITY: m ,I Reinf. Level (in) E M m +C3+2+C3+1 4 (1)ANCHOR AT THE SASH Fa- pf R2 & SIII & Sill -, & SIII & SIII & Sill & Sill -, & SiSIII -, & SIII -, +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL } W Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION ® N F- -j }aayS +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL N F- O u7 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH �* z F- TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. p v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �Zs 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �' z a mY SEE ELEVATION,SHEET 1 O O 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 N SEE ELEVATION,SHEET 1 w U to 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3-0 1SEE ELEVATION,SHEET 1 z O= tY 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 _ I -----------_ � a}}il •asaa sauas 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE ELEVATION, Anchor Group B Anchor Group D X O X SHEET 1 \�t i SEE � a�JY LY:NN ., 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 ELEVATION, — — — �\'��• ' tCENg.' �� 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 SHEET 1 / MEETING RAIL SEE CLUSTER DETAILS, "•� 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 SHEET5 N0. 58705 REPEAT ANCHOR PATTERN AT SILL 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 (� -O NOTES: 2 ;' LL' 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 1)FRAME DIMENSIONS ARE BUCK WIDTH �Q SAT of (V� 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3-4). �'��'• cCORION A� SASH SIZE IS AS PER THE FIGURES ON S \ 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 Spacing for"Integral- Group F SHEETS 6-8. ��i S/O MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fine Installation 4„ 2)FOR SIZES NOT SHOWN,ROUND HEIGHT T A. /�fN MILLER, I t ,P . THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE. P.E.#58705 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5-8 Sash Spacing for"Integral- Width30" Height 36" Height 48" Height 54" Height 63" Height 39' Height 36" Height 48" Height 54" Height 63" Height Fin" Installation Head 0 Head Head Head Head Head 0 Head Head Head 2 Head An Anchor Reinf. Level (In) & Sill -`� & Sill -f° & Sill -`� & Sill -`; & Sill � & Sill -" & Sill & Sill -`; & Sill � & Sill `; Group E Group F R3 PRODUCT REVISED Anchor Group A Anchor Group C 35' 4" as complying with the Florida 25-1/2" 12.147 1+C2+1 21 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 Building Code NOA-No. 20-0406.01 28" 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 _ Expiration Date 09/24/2025 Y 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 41 1+C2+1 4 1+C2+1 4 By 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 Miami-Dade Product Control 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 C) NO CHANGES THIS SHEET. 75" 36.897 2+C2+2 2 2+C2+2 31 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 o AK-03/27/20 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 21 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 4 13, 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 4 U 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 j Y naa 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 L m � � LO } � o 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 O N 0 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 O M a�D° W W 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z CD -' p SEE TABLE 8 FOR DESIGN PRESSURE Xe U UMDJ° W — 00 'ON TABLE 20: Z d' Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. ti > °M° 6 8 Spacing for Integral- 0 z rn co 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 Fin" Installation in � � Width o o -0 s � O Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E Anchor Anchor o Reinf. Level �In) & Sill13 & Sill �' & Sill o & Sill & Sill f° & Sill o & Sill & Sill & Sill f° & Sill & Sill o & Sill W R4 � -' Group E Group F Anchor Group A Anchor Group C 3.2" 4" N Z O 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 0 Z v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 d a!oos 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 WO O o 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 C = N 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 Z O o Q = 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 NOTES: _ 1)FRAME DIMENSIONS a!}!1 Osa° sauas 75" 36.897 2+C2+2 2 r 2+C2+2 31 2+C3+2 141 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 31 2+C3+2 4 2+C3+2 41 2+C4+2 5 2+C4+2 1 5 ARE BUCK WIDTH AND BUCK HEIGHT(SEE Anchor Group B Anchor Group D �� { L` AI/V �s SHEETS 3-4).SASH SIZE IS � ��} 25-1/2" 12.147 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 AS PER THE FIGURES ON :� ,GEN t 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SHEETS 6-8. Qom'' No• 58705 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 2)FOR SIZES NOT SHOWN,ROUND UP TO - "� 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 THE NEXT AVAILABLE _ Co -)3, �v 3 WIDTH OR HEIGHT 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 % '° TAKE F w DIMENSION SHOWN ON .� 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 THE TABLE. i �� .�ORtoI" 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9 FOR A °�i /�NAL}�� SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A.LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. P.E.#58705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5 -8 Sash Spacing for "Integral- Group F 30" Height 36" Height 48" Height 54" Height. 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height Width -0 -0 .Q Fin" Installation 4" In Head Head E Head E Head E Head Head Head F Head E Head E Head Reinf. Level & Sill & Sill & Sill �II & Sill & Sill & Sill & Sill & Sill & Sill & Sill R4 PRODUCT REVISED Anchor Group A Anchor Group C as complying with the Florida Building Code 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 NOA-No. 20-0406.01 ;5 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Expiration Date 09/24/2025 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Miami-Dade Product Control 0 48" 23.397 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 C) NO CHANGES THIS SHEET. �o AK-03/27/20 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 a 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 W L U 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 af 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 `n m } LO o O o 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 C0 (N 0 LO aD 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 � } a O -j 0LL 0 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 z (D= LIJ -- sg TABLE 22: SEE TABLE 11 FOR DESIGN PRESSURE o z 6 UM DIQ ON GLASS TYPES O W JMa rz- r Glass Types Anchor Quantities forXO or OX Windows 10-12&14-16 MAY C) CY)10-12& 14-16 Sash NOT BE USED z W � T- 30" Height 36' Height 48" Height 54" Height 63" Height 76" Height 30" Height 36"Height 48" Height 54" Height 63" Height 76" Height WITH J-CHANNEL m _j LL Width s sz OR INTEGRAL FIN Q O In Head Head Head E Head E Head E Head E Head Head Head Head E Head E Head E FRAMES I- Reinf. Level ) & Sill & Sill & Sill M fQ 1II M t° m '� m `� W -, -, & Sill & Sill IU & Sill & Sill -, & Sill , & Sill -, & Sill & Sill -, & Sill -0 R4 it JI }aa4S Anchor Group A Anchor Group C ® it H p 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 * z ~ 0 � z -I 15 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 F= a I¢- a!Dos 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 p O o 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 w U Lo 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 Q Wz _ _ zs 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 a!}!1 Dsa4 sauas NOTES: 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONSARE BUCK WIDTH Anchor Group B Anchor Group D BUCK HEIGHT((SEE AND �� \1\1�1 . J , Q Y LY�Jh SHEETS 3-4).SASH SIZE I '' i� >� 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 41 1+C2+1 51 1+C3+1 5 AS PER THE FIGURES ON 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 SHEETS6-8. = �' 3 '- No. 58705 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 2)FOR SIZES NOT - _ U 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 SHOWN,ROUND UP TO m THE NEXT AVAILABLE VA 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 WIDTH OR HEIGHT ®,S,"• rE F �/� -0 DIMENSION SHOWN ON ' .'(ORIDp, 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THE TABLE. 'i C? �� 3.1 S 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9 FOR A //'�'ONAL SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. P.E.#58705 TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 5-8 Sash Sash 24" Height 30"Height 36" Height 48" Height 54"Height 63" Height 24'Height 30"Height 36" Height 48" Height 54" Height 63" Height Width Configuration n .0 a Q cu Reint Level Range(in) Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill E Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill R3 -� ca Anchor Group A Anchor Group C PRODUCT REVISED 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 as complying with the Florida Building Code 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 N OA-No. 20-0406.0 1 45-1/8" Y-Yz-Y 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 Expiration Date 09/24/2025 �3-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 -%% 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 By 47-3/4" Miami-Dade Product Control -%% 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 C) NO CHANGES THIS SHEET. 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 o AK-03/27/20 Y %-%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 ' 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 Co 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 W � Y Aaa 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 E T- o %-%% 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 u7 0 o 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 U 04 O LO LO 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 O M a�oQ 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 Z B- coo p X 2 120" %-%% ** -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 (_) (Wj p' uMop Anchor Group B Anchor Group D F Z 19T 'ON W 0MQ 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 0 > 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 C Z M W OD Yyz 45-1l8" - -'/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 pJp —i W O -%% 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 IY N 47-3(4" Y-y y 11.391 -12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 co } _I ;aa4S rn F- -%% 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 rn F— O 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 Z Q ~ 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 U � aJzS %-%-% 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 14 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 41 ZO Custom 11Co .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 D N i j 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 Z O L9 -%% 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 Q = _ 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 al}1 asap sauaS 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 �`\�,E11f ( ittffjf° %-%-% 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 ,v� 0,�4Y LY w 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 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 _- No. 58705 120" %%% ** -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 — -p —7 _— SEE TABLE 9 FOR DESIGN PRESSURE � * WINDOW WIDTH 7 -59.28 NOTES: � ® SfrgrE .�. * MIN.SASH SIZE= y F Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). i SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 1 D F, Spacing for"Integral- Group E Group F 2)FOR SIZES NOT SHOWN,ROUND UPTO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. //f ION Fin" Installation 2,9° 4" 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 A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, 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 Anchor Quantities for XOX Windows 5&6 Sash Sash 24"Height. 30"Height 36"Height 48"Height 54"Height 63" Height 24"Height 30"Height 36"Height 48"Height 54"Height 63"Height Width Configuration c n n Q Reinf. Level Range(in) Head&Sill Head&Sill Head &Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head &Sill E Head&Sill E Head& Sill Head&Sill E Head&Sill E R4 � -� -5 Anchor Group A Anchor Group C PRODUCT REVISED y as complying with the Florida 35-1/4" Y3-Y3-Y3 11-391 -11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Building Code 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 NOA-No. 20-0406.01 %%z-% 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Expiration Date 09/24/2025 45-1/8" -j% 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 By 47-3/4" - %-%-% 11 391 -12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Miami-Dade Product Control J-%-% 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 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 41 C) NO CHANGES THIS SHEET. a 52-1/8" %-%z-j 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 o AK-03/27/20 -%% 13.398-17.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 a U : Custom 11.391 -13.397 Not Allowed 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 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 -%-% 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 W U Custom 11.391 -13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 > Y .Aaa 75" /%2-1 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 U O -%-% 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 �- p Q O 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 U O LO O m a}op 96" %-%z-% 19.398LO -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 0 J o _ O 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 Z Ij- to C1 = W f8 120" %-%-% "` -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U U OOU uMOJa W 'IN Anchor Group B Anchor Group D ~o W ` 0Mo 35-1/4" %f3-% 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 1` j 38" ' ' ' 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 � Z W � I3-�3`�3 J 45-1/8° y4-y,-j 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 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 Q J WO -%-%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 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 I— M W I- 47-314" Y4-y,-Y, 11.391 -12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® N J }aa4S %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 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 0`� Z N 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 zz < J Z 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 Q U' a1oaS -%-%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 Z O O C) 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 O = 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 Z O Q 2 -%-% 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 11+C2+0+C2+1 4 = al}ll •asap sauaS 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 !` �1� LY/VN -%%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 ocENS,�, •. 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 Q 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 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 No. 58705 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" '/a-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+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 .:CA SEE TABLE 13 FOR DESIGN PRESSURE O 7WE/F 441WINDOW WIDTH-59.28 NOTES: T ° L(7 = 2 Anchor 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). ; `�y' fi<ORiDt MIN.SASH SIZE '.• ' \=o\ Max.Anchor O.C. SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. C'f �� Spacing for"Integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. }SAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 11 I 1 4 ti 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. A.LY 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 Anchor Quantities for XOX Windows 7&8 Sash Sash 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54"Height 63" Height Configuration Width -Q I-01 n -Q -° Reinf. Leal Range(in) Head &Sill Head&Sill E Head&Sill Head&Sill Head&Sill m Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill R4 - - Anchor Group A Anchor C PRODUCT REVISED P P as complying with the Florida 35-1/4" Ys-Y3-Ys 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 Building Code NOA-No. 20-0406.01 38" %-%-'-'/s 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 -%% 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 Expiration Date 09/24/2025 45 1/8" %-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 By -%2-% 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 Miami-Dade Product Control 47-3/4" %-%-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 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 C) NO CHANGES THIS SHEET. s o AK-03/27/20 -0 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 y 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 ' Custom 11.391 -13.397 Not Allowed 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 0 60" %-'/2-% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %3%-% 15.361 -19.641 1+C2+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 W LO U 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 > 75" Y/-%2-% 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 C1 ?3 9 LO u7 0 -%-%a 19A 11 -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 (}7 N o O T- 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 O M a}DQ 0 LO 96" %-%2-% 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 O o _ LL CD 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 = W �g 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 U _U o UMDJQ a- W Z 00 'ON Anchor Group B Anchor Group D O o LLI Ma 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+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 C z v (0 00 38" %-%3-%a 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+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 W T- 451/8" Y4-Y2 Y 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 Q O %-%-% 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 W %2-% 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 ® J }aays 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 Z 0 U) 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 z0 Q Z -� a DD 26 52-1/8" %-%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 1- O Z i s %-%-% 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 WO O o 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 w U v60" %-%2-% 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 W Z O 0 -%-% 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 = a�}il •Dsap sauaS 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 LYJri�jijr -%% 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 �.°� ® . � `�'l rri� Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96" %-%-% 19.398 -24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 No 5g705* •: 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 ?-0 .� t SEE TABLE 14 FOR DESIGN PRESSURE 0 S Af OF 1� WINDOW WIDTH-59.28 MIN.SASH SIZE= NOTES: �•• Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE Z Ofz;pP °• ��� �. Group F FIGURES ON SHEETS 6-8. Spacing for Integral- P 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. JAL.. ,tie Fin" Installation 3 7 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 A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. 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 Anchor Quantities for XOX Windows 10-12 Sash Sash 24"Height 30" Height 36"Height 48" Height 54"Height 63"Height 24"Height 30"Height 36"Height 48" Height 54"Height 63"Height Width Configuration � 1-01 n n n n n n � si � a Reint Level Range(in) Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E m m m m m m m m m m m m Anchor Group A Anchor Group C 35-1/4" %-%3% 11.391 -11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 PRODUCT REVISED 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 as complying with the Florida Building Code 45-1/8" 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 NOA-No. 20-0406.01 %%% 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 Expiration Date 09/24/2025 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 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 By 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 4 Miami-Dade Product Control 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 4 L + C NO CHANGES THIS SHEET. a /s-/-/ 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+C3+0+C3+1 4 1+C3+0+C3+1 4 � � Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 ° AK-03/27/20 m 60" %%% 13.398-15.360 Not Allowed 1+C2+1+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 a o %%-% 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 a Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 75" %%% 13.398-19.110 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+C3+3+C3+1 4 1+C4+3+C4+1 4 U LLlLO 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 4 > Y nab Custom 17.641 -19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 O 96" %%-% 19.398-24.360 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 � p -% 24.361 -31.641 1+C2+2+C2+1 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 U' " 07 u7 %Z% 29.641 -32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 1 M a}op O = 120" %-%Y3 32,516-39.641 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+C4+3+C4+2 4 2+C4+3+C4+2 4 z (D p 140" Custom ** -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 = W 0 �e Anchor Group B Anchor Group D Z dam' 'ON 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 O JMa 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 00 Z 07 W -%-% 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 J 45-1/8" -j LL% O m -%-% 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 Q ' 47-314" Y Y Y4 11.391 -12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 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 W - cfl J }aays /a-/-/ 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 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 z 0 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 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 ZO < Q Z a %%% 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 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 H U H aloaS Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 of O 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 N j o %-%-% 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 z Q Custom 11.391 -13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 `t = _ 75" %%-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 aµil asap sauaS %-%-% 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 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 Custom 17.641 -19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 a��l (jV L`t'N/A.., 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 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 c . � %%-% 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 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 N o• 58705 120" _ %-%-% 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 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 _ IA- 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+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 7"� (z-- NOTES: SEE TABLE 15 FOR DESIGN PRESSURE : �� TAFE OF 4; - 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. //// O A ��4\ J-CHANNEL OR INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. °/t 1 1 1 1 1 t 0 ® 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 A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. 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 Anchor Quantities for XOX Windows 14-16 Sash Sash 24"Height 30"Height 36"Height 48"Height 54" Height 63"Height 24"Height 30"Height 36" Height 48"Height 54" Height 63" Height Configuration Width n .fl Reinf. Level Range(in) Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E m m m m m m m m m M co m Anchor Group A Anchor Group C 35-1/4" %-%-%3 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 PRODUCT REVISED 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+O+C3+1 4 as complying with the Florida %z-% 11.391 -13.397 Building Code 45-1/8" 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 NOA-No. 20-0406.01 %-Y3-% 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 Expiration Date 09/24/2025 -%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 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+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 By 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 Miami-Dade Product Control 52-1/8" %-%-% 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+0+C4+1 4 1+C4+0+C4+1 4 E , , , C NO CHANGES THIS SHEET. 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 ) 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+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 AK-03/27/20 m 60" 13.398-15.360 +C2+1+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 -/Z-/o Not Allowed 1 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 v Custom 11.391 -13.397 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 75" %-%-% 13.398-19.110 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 W u7 U %%% 19A11 -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 > Y ^a21 r U) Custom 17.641 -19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 O 96" %%-% 19.398-24.360 1+C2+3+C2+1 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 } � p O -% 24.361 -31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 4 (7 N to U-) -%z% 29.641 -32.515 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 1 J O �- a}op W Of 120" 0 O -%-% 32.516-39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 Z (,p p 140" Custom ** -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 = W `, ke 2 0 U O uMoip Anchor Group B Anchor Group D W z 00' 'ON JMQ 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 O > 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 O Z W O 45-1/8" -'/a 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 m -i LL -%3-%3 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 Q 0 -%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 } W 47-3/4" -%-% 12.298-15.558 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+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 ® N F J }aa4S 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 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 N z 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 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 O < Q Z 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 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 F- U' h aloos s Custom 11.391 -1&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 41 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 � � O O 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 O2 N f 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 W Z Q LO 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 `Z = 2 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 al}!1 osa4 sauaS %-%-% 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 1ttttEilltt///. 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+1 412+C2+2+C2+2 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 ���•' iG EA! '�/� y e .' l S f�✓ -% 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 41+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 4 120" 29.641 -32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 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+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 No. 58705 -% 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 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C4+2+C4+2 4 140" Custom ** -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+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+Z 4 2+C4+3+C4+2 4 , `Z u ;• NOTES: SEE TABLE 16 FOR DESIGN PRESSURE AC STATE 6F 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). . r '•. 402tD�•. WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. GLASS TYPES 10 12&14-16 **MIN.SASH SIZE= 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ` f f I()NAL.° MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. //t/!! i 1 1 t 1 t\4 J-CHANNEL OR INTEGRAL 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 A.LYNN MILLER,P.E. ® FIN FRAMES IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 TABLE 28: Bill of Material 3.500" 3.500" 3.500" - 3.500" 062 # Part# Description Material -►I�-- .062" -►I��- .062" I -►'��- .062" 1 620121 Frame Head, Sill and Jambs -J-Channel PVC 2 620122 Frame Head, Sill and Jambs -Flange PVC Df 3 620123 Frame Head, Sill and Jambs -Fin PVC 4 620124 Frame Head, Sill and Jambs -Equal Leg PVC 2.445" 2.445" 2,445" 2.445" 13 620172 Anti-Lift Insert/Trim Cover PVC 7F11 14 620131 Fixed Meeting Rail PVC ❑D a� ao a� 15 620158 Track Insert 6063 T6 Al If 0 16 620129 Sash Rail (Sides, Top& Bottom) PVC El 17 620166 Monorail 6063 T6 AI .625" J-CHANNEL .625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620156 Pull Rail Interlock 6063 T6 AI 1.375' O FRAME HEAD,SILL - O2 HEAD,SILL& 1.375' O HEAD,SILL& O HEAD,SILL& 20 620144 Pull Rail Interlock Cover PVC &JAMBS JAMBS JAMBS JAMBS 21 620150 Light Sash Reinforcement 6063 T6 Al 22 620151 Standard Sash Reinforcement 6063 T6 Al 1.1172" 1.641" �{ 23 620152 HD Sash Reinforcement 6063 T6 Al 1.507 1.437" _ 24 620153 Standard Meeting Rail Reinforcement 6005 T5 Al �� � � � o 2.100" � 2.176" 25 620154 HD Meeting Rail Reinforcement 6005 T5 Al 1.630" 26 620155 H.D. Horiz. Roller Meeting Rail Reinforcement 6005 T5 Al .772" 065" 00 1.020" 1.375" 27 710X114PPA #10 x 1-1/4" PH. PH SDS (Monorail Screw) 410 SS 590" .471" 28 61644 Weatherstrip, .187" x .270" Fin Pile .065" 060" -►��- - 070" _ .050" 29 61719 Weatherstrip, .187"x .220" Poly Pile -� 1.231 (+- -►) 1.000" �--�- 30 #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 410 SS 13 &TRIM COVER 14 MEETDING RAIL 15 RACKINSERT 16 SASH RAIL 19 INTELIFT RLO LIFT CK 20 INTERLOCK COVER 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 070" " 33 720210 Weep Hole Cover PVC .300".864" 316 J�- ' -11.100" El a 060" 34 720187 Installation Screw Hole Plug PVC 175" 37 720197 Auto Lock C Steel .750" � .754" 715" .715" 38 720199 Sweep Lock Cast Zinc o 39 720196 Auto Lock Cover Assembly Cast Zinc 025" - ►If�-� .035" -�-��-*-� �I 1.185" .060" 40 #6 x 1-1/8 Ph. FH SDS (Auto and Sweep Lock Screw) SS LAMI IG ROLLED EXTRUDED LIGHT SASH STANDARD 41 720200 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING 80 SCREEN FRAME 81 SCREEN FRAME 21 REINFORCEMENT 22 SASH REINFORCEMENT 42 76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 43 7612FPTX #6 x 1/2" FPH Tek(Reinforcement Screw) SS 070" { 1.182" 1.182" �- �{ •280" 44 Leadstile Top Corner Key Nylon I �-{ 070" im 1.184' .094" 4- 45 Leadstile Bottom Corner Key Nylon 1.036"46 Lockstile Top Corner Key Nylon .070 •791" 1.041" 1.041" 1.770� 47 Lockstile Bottom Corner Key Nylon 810 L .130" .164" 48 720204 Wheel Nylon F_Z: •150" 1:331" I-�- I f_ ��_ 1.340" 1.340" 72 620135 Lami. I.G. Bead PVC O HD SASH O STANDARD HD MEETING HD HR MEETING 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 23 REINFORCEMENT 24 MEETING RAIL 25 RAIL 26 RAIL 17 MONORAIL REINFORCEMENT REINFORCEMENT REINFORCEMENT PRODUCT REVISED 75 71684/5 Setting Block(7/8" x 2" x 1/8"), 85+/-5 duro. EPDM as complying with the Florida 80 61011 Roll-formed Screen Alum Building Code 20-0406.01 \ ��� LY��N ///��i Revision: NOA-No. 81 61012 Extruded Screen Frame Alum \� C)ADDED BACKBEDDING. ,�O .•� ••.?'1/l i� Expiration Date 09/24/2025 82 Extruded Screen Spreader Bar Alum '` 10ENSF ' . t� AK-03/27/20 83 47042W Screen Corner Key with Pull Ring PVC Q By 84 47041W/CKGLB Screen Corner Key No Pull Ring PVC No. 58705 Miami-Dade Product Control 85 7CASPM Tension Spring SS r . _- Description: Prawn By 86 61816C48 Screen Cloth Fiberglass 'C J - 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS & BOM J ROSOWSKI % /2_ � N.VENICE,FL 34275 87 61635/61614 .140" Screen Spline(Machine/Hand Rolled) Vinyl ® '• FATE P \��/\ (g41}480-16� Ttle: Date: COR\O . G HORIZONTAL ROLLER - LM 05/15/15 NOTES: S�,/' •.....•NAk- ��\\\ 1)ITEMS#5-12, 18,35,36,49-71 &73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. /A./LO t�MII_LE�R P.E. Seriss Mo el. scale. Sheet: Sh et OF 18 Drawing MD-HR5510-01 Rev. 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. P.E.#58705 REGISTRATION#29296 1 TABLE 29: 6 SASH ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH 44 ® # Part# Description Material 1 INTERIOR AND EXTERIOR DETAILS FRAME WELDS 100 7MC7024 Multi-Point Lock Operator Cast Zinc 16 42 105 O 101 73340 Operator mounting Plate Steel 31 102 72015 Multipoint Lock Keeper Aluminum 103 720214 Multipoint Lock Guide Nylon 46 ATTACHED TO 32 EXTERIOR 104 220217-221 Tie Bar(Length Varies) Stainless Steel SASH RAIL 1 (� 105 71024X12HFX #10 x 1/2" HH MS Stainless Steel i 106 78X1 FPAX #8 x 1" Ph. FH SMS Stainless Steel 72 X4 107 78X75FPTX #8 x 3/4" Ph. FH SDS Stainless Steel t 19 17 ATTACHED TO t03 30 FRAME JAMB 27 EGRESS LOCK 16 37 DETAILS 40 (NOT TO SCALE 39 86 83 ORS 42 104 87 OPT.AUTO LOCK 85 45 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 X4 102—/ f � @ 40 41 r - 47 ATTACHED 42 1 OPT.SWEEP LOCK FRAME AMBO °1 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{ (_Y A� �/�� Revision: ASSEMBLY �,o NCl/l ��� C) NO CHANGES THIS SHEET. DETAILS k �-� . ' \C E NSF AK-03/27/20 _ No. 58705 _ 83 OR 84 `10 _ Description: Drawn By: EXTERIOR FRAME -)3 2— 1 0 Q` EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY ;0,� s TE F •. �<v\ Title: Date: NOTES: DETAILS %�S �OR1.. HORIZONTAL ROLLER - LM 05/15/15 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ® 'r S�ONAL ���` 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. A.LY'hPr ILLW,P.E. Series/Mo el HR-5 Scale: Sheet: Drawing51O NTS 18 OF 18 MD-H R Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.#58705 5510-01 C