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Home My WebLink Aboutproduct approval ZE C M v IZECEIVED FV VI ® I=OR FED 11 2029 RVV I La CODE COMPLIANeigmrUgl ounfient M IAM I•DADE TY S T. �130CC�64 CIE C O O N V PRODUCT CON CONTROL SECTION g a � � 1tl 1 1( 24 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.soy/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-B R5510-01 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 MIAMI DADE COUNTY Expiration Date: September 24,2025 ` Approval Date: August 27,2020 08/27/2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 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. MID-B R5510-01 titled"Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05/15/15, 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(CONT)TWED) 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-5th Edition (2014), dated 08/28/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear, Clear,and Color PVB Glass Interlayers", expiring on 07/08/19. 2. NOA No. 14-0916.11 issued to Kuraray America,Inc. for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 3. NOA No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors",--expiring on 02/28/18. 4. NOA No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/20. 5. NOA No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Edition (2014) and FBC- 6th Edition (2017),dated 08/02/17 and Statement letter of no financial interest, dated 03/31/17issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0 714.17) 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 05/15/15, with revision C dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20,all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-61h Edition (2017) and FBC-7` (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. fj� 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-6t'Edition (2017)and FBC- 711 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 12.314" MAX. VALISPER REINFORCEMENT LA SMALL MISSILE e'MAX. B.SEE 1-1/4" SEESHEETS LEVEL, IMPACT SHEET3 MAX. 9.18 _ D.SEE 2-5 ANCHORS,SEE CLUSTER 15.85" J 18.94'MAX D.C._ 'SHEET4 DETAILS SHEETS �I B SEE SHEET A,SEE __.-10"MAX. .Y.—_ 6.MAX. �— MAX.O C --�SHEE73 0,SEE 11 SHEEr4 E,T3 C SHEET 3 19" 76" E EQUALLY / / MAX.O.C. MAX. 72" SPACED BUCK / / MAX. 63" ANCHORSPER / HEIGHT 1, BUCK EQUALLY / / / TABLES 17-22 SPACED MAX. '�" HEIGHT ANCHORSPER BUCK SEE T / / TABLES 23-27 / / / HEIGHT SHEETS —.I 15.67" MAX.D.C. 8"MAX. 8'MAX SEE ILL �• SEE SILL _ WEEPHOLE� I I WEEPHOLE SEE SILL g DETAILS, 4'O.C. y'll fl'F3"MAX. DETAILS, 4'O.C. 3"MAX. WEEPHOLE 4"O.C.BETWEEN SHE ET3 BETWEEN SHEET4 BETWEEN DETAILS WEEPHOLES 3"MAX. EPHOLES B PEEPHOLES D SHEET3 76"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 SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION C FLANGE FRAME ANCHORED THROUGH THE NAIL-FIN CODES/STANDARDS USED: •2020 FLORIDA BUILDING CODE(FED),7TH EDITION GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION •ASTM E13DO.09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSI/AFSPA NOS-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 FORANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM C90 .AISI SIOO.16 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. •AISC 360.16 4)ALL WOOD BUCKS LESS THAN 1.12'THICK ARE TO BE CONSIDERED I INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION 19 THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES.........................1 6)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.................................I SHOULD BE SEALED.OVERALL SEALINGIFLASHING 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,FIANCE& 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. &JtCHANNEL......................4 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 GLAZING DETAILS........................6 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 DESIGN PRESSURES...................6-8 SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ANCHOR QUANTITIES.................9.15 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THEAUTHOR17Y HAVING JURISDICTION, EXTRUSION PROFILES&BOM.,..17 10)REFERENCES:TEST REPORTS FTL•8072,8073&8074;ELCO ULTRACON NOA;DEWALT ULTRACON+NOA;ELCOIDEWALT CRETEFLEX NOA;ELCO/DEWALTAGGRE-GATOR NOA;ENERGI WINDOW AND DOOR ASSEMBLY.....................................18 PROFILES.LTD WHITE&BRONZEfUGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSUAF&PA NOS&ALUMINUM DESIGN MANUAL 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL PRODUCT REVISED USER INSTRUCTIONS: 11 I I I I solid ng Condawicn the Florida 1)DETERMINE THE SITE SPECIFIC.WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT'USING WINDLOAD STANDARD ASCE 7. RMrlon: NOA-No. 20-0406.01 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND ,�N pp1Y LYNN*�1,,� C)UPDATED TO FBC 2020, Expiration Data 0912412025 REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING ;��_'��.•'�1GENSF'' REVISED ANCHOR TYPE TABLES B-16(SHEETS B41).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q; ;F� TABLE. BY �/� OBTAINED INSTEP I.USE INDEX TABLE 60N SHEET BTO HELP FIND THE APPROPRIATE TABLE. No.58705 AK-032720 Mlaml-OndeProductGontrel 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION >!! CONDITIONS. pe, Fgon; Oronrl BY 4)DETERMINETHEANCHORQUANTITYFROMTABLES17.27(SHEETS0-16),VERIFYTHEANCHOR/SUBSTRATEWILLMEET '0 �` NOLOGYDRIVE GENERAL NOTESBELEVATION JROSOWSKI REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET '•, I •Z 0 1070TECH SETARE MET. OT S A OF ;'(V�� N.VENICE.FL34275 710e: Dole: 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. �i F<ORIOP,.•' \�� (041)48D'1800 HORIZONTAL ROLLER-LM OS/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. ��ss�••"""' �G�� i OIVAL 6 � NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, 11ll l I I I,ER, Sad -5• SNTmIc Sn1 OM D- R Rm INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE BON SHEET 2. A L RE MILLER,P.E HR-5510 NTS 1 OF 18 MD-HR5510-01 C P,E.p 56705 REGISTRATION t129298 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description( )Listed from Exterior to Interior Frame claw Type P 'A'=ANNEALED Types Options Installation Substrate Option Detail Sheet 'N"=HEAT STRENGTHENED (see Fig B) (see Table 1) Conditions 5 WIT'Laminated I.G.:1/8"A Extedor Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer 'T"=TEMPERED 6 718"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.OSD'PVB Interlayer "PVB"=.090"TROSIFOLO PV8 Through the Into 2X Wood Fmme/Buckstdp-sheet 4,option 5 7 7/8"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+5116'Laminated;(2)Liles of 116"A Glass with.090"PVB Intedayer BY KURARAYAMERICA,INC. J•Channel Integral tin...... ,,,,Into Metal_sheet 4,option 8 8 718"Laminated I.G.:3/16"T Extedor Cap+3/8"Air Space+5/16"Laminated;(2)Was of 118"A Glass with.090"PVB Interlayer "SG"-.090"SENTRYGLAS® 11) Through the frame ....Into 2X Wood Frame/Bucksbip-sheet 4,option 6 INTERLAYER BY KURARAY of the window...... ,,,,Into Metal-sheet 4,option 7 10 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+8/16"Laminated;(2)Was of 1/8"H Glass with.090"SG Intedayer AMERICA,INC. Into 2X Wood Freme/Buckstdp_sheet 3,option 1 11 7/8"Laminated I.G.:3/16"A Extedor Cap+3/8"Air Space+5116'Laminated;(2)Lies of 1/8"H Glass with.090"SG Intedayer Flange Through the frame ....Into ConcretelCMU-sheet 3,apton 2 12 7/8'Laminated I.G.:3116'T Extedor Cap+3/8"AIr Space+5116"Laminated;(2)Liles of 1/8"H Glass with.090"SG Intedayer IQ) All of the window...... ....through 1X Buckstdp Into ConcretelCMU-sheet 3,option 3 14 7/8"Laminated I.G.:1/8"T Extedor Cap+5/16"Air Space+7/1S"Laminated;(2)Liles of 3/16"A Glass with.090"SG Interlayer MAYNOT BE USEDD IN' GLASS TYPES 6, &15 Into Metal•sheet 3,option 4 N THE 15 7/8"Laminated I.G.:3/16"A Ektedor Cap+1/4"Air Space+7116'Laminated;(2)Lites of 3/16"A Glass with.090"SG Intedayer HVHz ABOVE 3D. Through the Into 2X Woad Frame/Buckstdp•sheet 4,option 5 16 7I8"Laminated I.O.:3l16'T Extedor Cap+1/4"Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.090 SG Inteda Integral Fin Integral In...... ....Into Metal-sheet 4,option 8 yer (g3) Through the Items ••••Into 2X Wood Frame/Buckstdp_sheet 4,option 6 SEE SHEET 8,TABLE 5 FOR GLAZINGIDESIGN PRESSUREIANCHORAGE INDEX. of the window...... ....Into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Material MN.F Mln.F Box! Group Anchor Substrate Min.Edge Min. 'MIN.OF 3 Y a Equal-Leg All Through the Dame ....Into ConcretelCMU•sheet 3,option 2 Olotance Embedment' THREADS Steel Screw 92 ksl 120 kal (#4) of the windowq ...... through 1XBuckatdp Into ConcretelCMU-sheet 3,option 3 010 SMS Southern I = . 131 ' BEYOND THE 188 Screw 60 ksl 95 kal Into Metal•sheet 3,option 4 Steel,A36" 318" 0.050" METAL 410 Screw 9D kal 110 kill (steel, S.S. Steel Stud,A053 Or.33• 318" 0.UST(18 Ga.) SUBSTRATE. Elco/DaWalt Aggre-GaloiG 57 ksl 96 kill A or410 S.S.) Aluminum,6D63•T5' 318" 0.050' TED Elco UllraConO 155 ksl 177 kill 3116"steel Ultracon or P.T.Southern Pine(SG-0.55) 7/16" 13/8" °UNGRO LUES FIGURE BI FRAME TYPES CMU"VALUES 3/16"DeWall Ultracon+® 117 kal 164 ksl Ultracon+ Concrete(min.3 ke0 1" 1-3/8" MAY BE USED 1/4"DeWelt Ultracon® 148 ksl 164 kei o 3116"steel Ultmoon Ungrouted CMU,(ASTM C•90) 2.1/2" 1-1/4' FOR GROUTED 410 SS ElcolDewalt CreteFl" 127.4 kei 189.7 ksl 3M6"steel Ullrecon+ Ungrouted CMU,(ASTM C•9D) 1" 1.1/4" CMU fi063•T5 Aluminum 1fi ksl 22 kei 2 0 P.T.Southern Pine(SG=0.55) 9118" I've" APPLICATIONS. rIF �0 #12 SMS A38 Steel 35 kill 58 kill 7 (steel,I S.S. Steel,A36• 3/8" 0.050' Gr.33 Steel Stud 1 33 kal 45 its, I BOX OR Steel Stud,A853 Or.33' 3/e" 0.0451"(18 Ga.) or410S.5,) Aluminum,6083.75• 318" 0.063" FUWGE EQUAL. 3 It 4 FOR ILLUSTRATIONS; LEG 1/4"steel Ultracon or P.T.Southern Pine(SG-0.55) 1" 1.3/8" Ullrecon+ 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 1 4"ateel creteflex P.T.Southern Pine(SG-0,55) 1" 1.318" 2&3,THIS SHEET,FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1/4"steel Aggre•Galdr P.T.Southern Pine(SG=0,65) 1" 1318" ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE Concrete(min.2.85 ksl) 1" 1.31V WINDOW. 1!4'sleet Ultracon Ungrouted CMU,(ASTM C-90) 2.1/2' 1-1/4" 2)MASONRY ANCHORS MAY BE USED INTO WOODAS PER TABLE 2, C Concrete(min.3 ke0 1.3118" 1314- THIS SHEET.ALL WOOD BUCKS LESS THAN 1.11E"THICK ARE TO BE 1/4'steel Ukreeon Ungrouted CMU,(ASTM C-90) 1' 1-1/4' CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKSARE OPTIONAL IF 1 0 3 0 ff 1/4"steel Cretaff" concrete(min.3.35 keg 1" 13/4• UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED INTEGRAL 114"steel Ultracon Concrete(min.2.85 kal) 2-1/2' 1-3/4; AS 2X ARE 1.12"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) J•CHANNEL FIN 114"steel Ultracon+ Concrete(min.3 Rai) 2.1/r 1314' SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE 1 4"eteet Ultracon+ Ungrouted CMU,(ASTM C-90) 2-1/2" 1-7/4^ STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE D Concrete(min.3.38 keg 2•/2" 1-1/4" RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 1/4"steal Crdtatiex Ungrouted CMU,(ASTM C-90) 2.1/2" 1-1/4" 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT Concrete min.3.275 kel 1.12" OPENING)IS MEASURED FROM BEADING TO BEADING. IA'steel Aggre•Getor Grouted CMU,(ASTM C•80) r 2" as REVISED es complying with the Florida TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building Coda NOA-No. 20-0406.01 Group Anchor Substrate Tin.Edge ErnhMin. \��``` N`(LYN/y //'�� F C REVISED ANCHOR TABLE, Expiration Data 09/2412025 �p ,,,....,, �yj�( ) E 2.112•x.131"Common Nall P.T.Southem Plne(SG=0.55) ale' 2-7/18' `2'�;''1,ICENSF'•,(�� CORRECTED TABLE 4. By_ �7 2-1/2"Ringehank Rooting Nail P.T.Southern Pine(SG-0.55) 3/8' 2-7/16' Q', '•,� AK-032720 Mlam Dodo Produet Control P.T.Southern Pine(SG-0.55) 1/r 1318' _ /? No.58705 *- #10 Trusehead SMS Aluminum,6083T5• 3/8' O.O.SO' = �/f DesedpUm.. Drawn W. (eleal,I.".S.) Steel Stud,Gr.33• 318" 0.0451'(18 Oa.) ,z p �- 1070 TECHNOLOGYDWE GLASS/ANCHORS/FRAME OPTIONS JROSOWSKI or4109.5.) MIN.OF %� ••, :�'�/� N.VENICE,FL34275 F Stool,A38• 316' 0.050• THREADS O AT OF ((/ Data P.T.Soulhem Pine(SG=0.55 9/1G 13!8' F (B41)g80.1800 TIUe: k12 SMS ) BEYOND THE �,�� <ORID P,••'`G�`�`� HORIZONTAL ROLLER-LM 05/15/15 (steal,1B8 S.B. Aluminum, 1 el t9tuud,6�s 33//8• o.0.o5D• suesrRATE. '''SSA/1O/NAI-�'`01�1 Sed"Ihfodd: seora: Shea• Drawing 1w Rew.. orate S,S.) Steel,A36" 3/6' 0.050' A LYNrlflllL��V31 P P.S. HR-5510 NTS 2 OF 18 MD-HR5510-01 C P.E.p 5a705 REGISTRATION 929M INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES • INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OR 22 OR 23 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 8S) SEE NOTE 2,SHEET 2. SEE TABLE 2,SHEET 2. TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE FRAME INTO METAL "XO"OR"OX"SASH 1/4"MAX SHIM FRAME INTO 2X WOOD r EMBEDMENT FRAME OR BUCKSTRIP. 1/4"MAX.SHIM 19 18 30 16 29 SEE NOTE 2,SHEET 2. 28 EMBEDMENT ,, 13 E0 OPERABLE 43 EDGE FLANGE I #10 OR#12 STEEL 40 SASH DISTANCE FRAME i i SMS(G5),SEE 37-39 - - - SHOWN J L TABLE 2.SHEET 2. a 28 _E1/4"MAX SHIM 2 41 " TYP.ANCHOR TYPE, 2 FIXED o I I O '•' EMBEDMENTAND 13 LITE r I VISIBLE I_ •"`•' EDGE DISTANCE PER LIGHT WIDTH III�� SUBSTRATE,SEE 72 II�L, •, ' TABLE 2,SHEET 2. 85 O I _o _ _ B7 .''t• DADEAPPROVED MULLION, I I FBC COMPLIANT CAD I VISIBLE I 42 EXTERIOR 0 29 ALUMINUM/STEEL FRAMING FLANGE LIOFfI'WIDTH III«<---" .' OR STEEL STUD.MAY BE FRAME 72 14 �'( 4 EQUAL . VISIBLE VERTICAL OR HORIZONTAL. SHOWN 24 OR 25 OR 26 V LEG (1)AT MID-SPAN OF INTERLOCK FIXED LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 8S)TYPICA FOR ALL FRAME 4©CORNER 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 BUCK 28 HEIGHT EXTERIOR 30 18 19 16 (SEE SHEETS 7S)TYPICAL T 4 FOR ALL"XOX"SASH } OPERABLE OPERABLE 2p OPERABLE 43 SASH 40 SASH VISIBLE SASH c o _ 3759 o 219OR 22 OR 23 LIGHT �1 0 I (SEE SHEETS 8S) HEIGHT 0 i 28 TYPICAL FOR j IIlII��IIII _ _ 41 ALL SASH J— 18 FIXED I � ,Y,� VISIBLE � - e LITE e - _T I VISIBLE BB - 45 47 LIGHT WIDTH ��'111 LIGHT WIDTH 81 4 --- 2g FLANGE FRAME 87 85 0 0 0 NOTCHES EEP OPT, 29 15 SHOWN �- _f' _ 0 BD o0 3/4"X 1/4" 34 25 OR 26 .� VISIBLE 72 42 EXTERIOR 1.1/4•X 1/V LIGHT WIDTH _fl 2 (SEE SHEETS 6.8)TYPICAL FOR 14 v 4 4 ALL"XOX"FIXED MEETING RAIL 33 I/4"MAX — BUCK WIDTH SHIM EQUAL-LEG PRODUCT REVISED HORIZONTAL SECTION E-E(XOX) FRAME ae compigyIngg with the Florida EQUALLED INSTALLATIONAS PER SECTIONA-AABOVE SHOWN Building Code FRAME SHOWN " '" '. � �11I I i/ RMAmr NDA-No. 20.0406.01 INSTALLATION I ErBEDMENT ``��pNY LYNIyti��.,�� C)NO CHANGES THIS SHEET, p OPTION2 t a�,.''�ICGNSF'•,C�� AK-032720 Expiration •.. F' �J ANCHORED THROUGH :�• No.58705 Miami-Dade Product Control FRAME DIRECTLY INTO CONCRETE/CMU. EDGE -9 U _ DowdpUm: Drum W. DISTANCE VISIBLE LIGHT FORMULAS �� TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR TYPE, Z'Z'� 4' N.VENICE,FL 34276 EMBEDMENT AND EDGE VERTICAL. (EQUAL-LITE,XO&OX) �0�',, STAT OF •(V; 7ttla: Data: DISTANCEE TABLE SUBSTRATE S EET SECTION B-B %�(CS'••:°<ORIDP,.•'G�Z`� (e4IH80-1600 HORIZONTAL ROLLER-LM O5/15/15 WIDTH:BUCK WIDTH/2-4-1/4' i HEIGHT:BUCK HEIGHT-7-1/4' ��i r�ONAL �` S„/yada, Scale: s:.et: DmWng Na M A LYIftJ(�LL 1R,P.E HR-5510 NTS 3 OF 18 MD-HR5510-01 P.E#68705 REGISTRATION#28298 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,SHEET2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT - 1 FINIFLANGE REMOVED —L ) "XO"OR"OX"SASH Q —T- WOOD FRAME ORBUCK- 18 29 1 STRIP.SEE NOTE 2, EDGE �+-- 1/4'MAX.SHIM 19 16 30 SHEET 2. DISTANCE J-CHANNEL EDGE q10 OR B72 STEEL �-] 13 20 40 OPERABLE 43 28 DISTANCE FRAME SHOWN O 1 SMS(GS),SEE 37-39 1 TABLE 2,SHEET 2. ❑ EDn 1 28 EMBED ENTANHOR PE, 1/4•MAX SHIM FIXED 41 Q J EMBEDMENT AND 1 � LITE EDGE DISTANCE PER TYP.ANCHOR TYPE, FIN AND/OR I VISIBLE SUBSTRATE,SEE EMBEDMENT AND EDGE FLANGE MAY BE LIGHT WIDTH TABLE 2,SHEET 2. 72 DISTANCE PER SUBSTRATE, REMOVED IN-FIELD (SCREW SHOWN) SEE TABLE 3.SHEET 2. o FIN O13 I 86 87 FRAME DAOEAPPROVED MULLION, 0 VISIBLE ' I� 42 p SHOWN 29 FBC COMPLIANTIANT 72 LIGHT WIDTH r-- EXTE RIOR ALUMINUM/STEELFRAMINO 24 R 206 OR 28 14 V 3 VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 8.8)TYPICAL FOR A L LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL HEIGHT TABLES 2 4 3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 22 OR 23 OPTION 8 1_ (SEE SHEETS 7-8) ANCHORED THROUGH 29 1g TYPICAL FOR FIN INTO METAL 28 30 18 19 ALL'XOX' (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE 40 20 OPERABLE 4 SASH VISIBLE HEIGHT (� SASH SASH �Y Q G'-" 0 37-39 010 OR N12 STEEL //�� _ 1..�o o _ SMS(G5),SEE 21 OR(22/OR 23 LIGHT OPERABLE 0 rl 1 �� J 28 J TABLE 2,SHEET 2. (SEE S EETS 6.8) HEIGHT SASH TYPICAL FOR 1 41 88 ALL SASH -1— 18 I o - 0 FIXED Q _VISIBLE II`` LIB ---"'��ittl VISIBLE OPT. 45 47 LIGHTWIDTH LIGHTWIDTH 6 80 81 ��- FIN c o d NO WEEP 28 Q 28 SHRAM 0 g7 85 o I --7 3/4"X 114' 26 OR 26 VISIBLE I 72 42 EXTERIOR 0O 1.1/4'X 1/4' O 3 O LIGHT WIDTH Ilf� (SEE SHEETS 6-8)TYPICAL FOR 14 1 J FRAME EL 15 ALL"XID&FIXED MEETING RAIL 33 r BUCK WIDTH SHOWN 3 1/4•MAX HORIZONTAL SECTION C-C(XOX) PRODUCT REVISED p SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE an eom Iyln with the Florida FIN FRAME T O(1)3-12"FROM EACH SASH I I I I I Building Coda SHOWN 4 CORNER AND(1)AT CENTER OF NOA-No. 20-0406.01 TYP,ANCHOR TYPE, AT STILES/RAILS ��.��ONY,LYIV/l/1,1' RsNdan: EMBEDMENTAND 0 ��11�, VICENSF'•�(( � AKN 031272pGES THIS SHEET. Expiration oase 0 912 4/2 0 2 5 EDGE DISTANCE PER EDGE D STANCE Q';' (n By SUBSTRATE,SEE SEE _1 �..' No.58705 ••�'r Mloml-Dodo Product Contro TABLE 3,SHEET 2. �1 EMBEDMENT U Om«Iviwn• o n W. VISIBLE LIGHT FORMULAS VERTICAL =7�' L a 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 (EQUAL-LITE,XO&OX) 'O g aT of �/� Id•VENICE,FL34276 ANCHORED THROUGH INTEGRAL FIN SECTION D-D �� Dote: INTO 2X WOOD FRAME OR BUCK- WIDTH:BUCK WIDTH 12.4-1/4• �� ''F40RIDP„''�� (B/1}480.1600 HORIZONTAL ROLLER-LM STRIP. HEIGHT:BUCK HEIGHT-7-1/4• 1i7s/�• 05115/15 TR NOTE 2,SHEET 2. 1 E ��I N�1ALoeek scnfs: sns.a A f I W I.�IILLER,P.E. Otosfrq Ns. Rsr. P.E055705 REGISTRATION029M HR-5510 NTS 4 OF 18 MD-HR5510-01 C SILICONE STRUCTURAL 1/4"NOM. "'^I 718"NOM. �— 716"NOM. �+— —�{ 7/6"NOM. —�{ 716"NOM. �+-- POLYISOBUTYLENE WITH DESICCANT EXT.GLASS aKODISPACE 5/16"A/A PVB 5116"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 48G TPS 7/16"AIR SPACE 7116"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 a INT.GLASS EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7M7e 76.70 7&79 7&7B HOT-MELT BUTYL STRUCTURAL GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SILICONE 3116"NOM. GLASS TYPE 5 FOAM WITH DESICCANT SUPER 7/8"NOM. 7/8"NOM. �+— —+� 7/8"NOM. �+— 7/8•NOM. EXT.GLASS SPACERS NXT"' I I I 5/18"H/H SG 5/16"H/H SG 5/16"H/H SG 7116"A/A SG 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE INT.GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"T GLASS--- ALUMINUM �EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR REINFORCEMENT 7c-70 78.76 7B•76 70.78 5/16"NOM. BUTYL a DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM EXT.GLASS 7a DURASEALO SPACER 1/2"NOM.GLASS 7/8"NOM. �.— +{ 718'NOM. �+- 78-78 SITE TYP. I INT.GLASS 72 0 74 7/16"A/A SG 7116"A/A SG EXTERIOR GLASS TYPES 6,7,11816 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE HVH2ABOVE30'. POLYISO- DESICCANT FILL AREA 28 3/16"A GLASS 3/18"T GLASS BUTYLENE 6118"NOM. 29 76 a EXTERIOR a EXTERIOR GLASS TYPES 10-12 a 14-16 SEAL 'MAY NOT BE USED WITH SILICONE SEAL 20 ROLL-FORMED 0 FIN OR INTEGRAL STAINLESS STE re•79 79.76 •FIN FRAMES XL EDGE' 33 7e PRODUCT REVISED EXT.GLAss SPACER ❑ GLASS TYPE 15 GLASS TYPE 16 ea eomplying with the Florida OL Building Code NOA-No. 20.0406.01 ' `��\ ONY LYNN rig C)NO CHANGES THIS SHEET, Expiration Date 09/24/2025 INT.GLASS TYP.GLAZING DETAIL ;�� ''\ICENSF' l�� AK•o3/27rzo By G-� Mlam Ootle Praduct Contra =ANNEALED No.58705 •A• :• DmulpUon: Omm 8i^ 7�2.r 'H"=HEAT STRENGTHENED Part# Description Mamrlal _-p � 1070 N.VENICHNOLOGYDRNE GLAZING DETAILS J ROSOWSKI 'T"=TEMPERED N.VENICQ FL34276 76 JKommedIng 4SG TPS Spacer System See Ihls "PVB•_.080"TROSIFOL®PVB BY KURARAY AMERICA,INC. �O��.• �qTE of ;'( �ggt}46a1800 77f1e: Dob: 77 Quanax Super Spacer nXr with Hal Melt Butyl Sheet for 1AMERICA,NCENTRYOLAS®INTERLAYER BY KURARAY %i�lS•.,F�ORIOP,.•''�C�`� HORIZONTAL ROLLER WINDOW-LM .05/15/15 78 Quenex Dumsael Spacer Meledele ONAL��G�` Sertm/Arodat Srofe: sr+oof: Omrlq Na Rer. 79 Cardinal X Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, 0.L44 N wIIW P.. HR-5510 NTS 5 OF 18 MD HR5510 01 C REFERENCE TEST REPORTS:FT-8717,896Ba8970 SHEET2. P,E#58705 REOIBTRATION#28?88 TABLE 5: ` Index to All Design Pressure and Anchor Quantity Tables Max. Max. Glass Relhf. Design Pressure Anchor Quantity TABLE 6: TABLE 7: Con6g. Width Haight Typo Lael Glass Types Design Pressure(IbsW) Glass Types Design Pressure(lbslitt) sa 1 6 eF2816 5.5 farXOorOXWindows 5.8 for XOorOXWindows 54' 2 7 6 Reinf.Level R1 All Buck Heights up to 54" Reinf.Level R2 All Buck Heights up to 50 XD 75• 63" 5.8 3 8 7 or 83• 4 11 8 All Buck Widths +50/-50 All Buck Widths +05/-70 OX 72• 6-6 4 10 6 up to 75" up to 75" 75• 7s` 14.16 4 12 s SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 14.18 4 12 8 5.6 3 6 7 120` 83" 5&8 4 13 8 XOX 7&8 4 14 8 140• 83` 10.12 4 15 _ 8 O O 14.18 4 18 8 1 27 18 HEADER HEADER •-►{ �- 4`MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH � 21 FOR WINDOWS WITH 0 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) Q 0 21 CONFIGURATIONS) 21 4"MAX.O.C. —�•I �- WEROR SILL SILL �// 4-ANCHOR Y3 o CLUSTER DETAIL SASH WIDTH SASH WIDTH a o o 4"MAX.O.C. MEETING RAIL o o MEETING RAIL --�-I �- 24 26 21 21 0 21 21 0 JAMB EXTERIOR JAMB EXTERIOR �// 3-ANCHOR e o 4 0 CLUSTER DETAIL a PRODUCT REVISED NOTES: as camplyln with the Florida 1)USE THESE TABLES FOR ALL WINDOWS Building Coda INSTALLED THROUGH THE FRAME OR v1 r�r 8 an; NOA-No. 20-0406.01 INTEGRAL FIN. �%v Y LYN /I C NO CHANGES THIS SHEET. Expiration Date 09/24/2025 41 MAX.O.C. � N , N ) P 4"MIN.O.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND �� , 0••"" �// �'� BUCK HEIGHT(SHEETS 3.4).SASH SIZE IS AS c1,•''�1.10ENSF'•.�� AK-0327/20 9y G� PER THE FIGURE, Q;•' '•,� Miami-Dodo 3)FOR SIZES NOT SHOWN,ROUND UP TO THE No,58705 NEXT AVAILABLE WIDTH OR HEIGHT *= Dmadp" porn By; DIMENSION SHOWN ON THE TABLE. -p 1070-MCHNOLOGYDMVE DESIGN PRESSURE TABLES J ROSOWSKI 2-ANCHOR 4)'7/4-1/2•i/4"AND"113-1/3-tl3"INDICATE THAT Q:� THOSE STANDARD SASH CONFIGURATIONS -�O e' SAE z a•'. N.VENICE,F134276 7iVar Dates CLUSTER DETAIL FALL WITHIN THE SASH WIDTH RANGE IN THE �� c[ORIOP,•'' (s41>4601s6o HORIZONTAL ROLLER-LM 05/15/15 ADJACENT COLUMN."CUSTOM"INDICATES G� THAT NO STANDARD SASH CONFIGURATIONS 7S/QNAL�N vv Sedaalyodd; SCOWSAesL• poring No. Rer. FALL WITHIN THE RANGE. /CfLHNN MILLE�t,P.E HR-5510 NTS 8 OF 18 MD-HR5510-01 C P.E.q 58705 REGISTRAT10N#28298 TABLE II: Glass TYPes Design Pressure(lbslitt) 5.8 forXO orOX Windows Relnf.Low-I R3 All Buck Heights up to 67 0 All Buck Wid75" +50/-50 HEADER up t0 75 SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glace Types Design Pressure(Ibse)for XOX 0 0 22 5-8 Sash 9eeh Reinf Leu31 Cen4gura0on Width Windows Range(In) Window Buck Height SASH R3 48' 54' 1. HEIGHT 35-11V );%-y 11.391-11.391 +60.0 50.0 +50.0 -50.0 +50.0 .50.0 O38' %-y-y 12.300-12.308 +50.0 .80.0 +50.0 -50.0 +50.0 50.0 22 45 1/8 y-y-y 11.391.13,397 +50.0 -50.0 +50.0 50.0 +50.0 50.0 Yi-Y-h 13.398.14.883 +50.0 50.0 +50.0 50,0 +50.0 50.0 47-W Y,'Y,-y 11.391•12.297 +50.0 50.0 +50.0 -50.0 +50.0 50.0 %-Yj-% 12298-15.658 +50.0 -50.0 +50.0 -50.0 +50.0 •50.0 EXTERIOR SILL Custom 11.391-12.0% +50.0 50,0 +60.0 .50.0 +60.0 .60.0 Y' 3 52.118• y.Y,.Y 11017.13.397 +50.0 .50.0 +50.0 .50.0 +50.0 50.0 o s Ye•Y-Ye 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 e0' y-K% 13.398-15.360 +50.0 50.0 +50.0 50.0 +60.0 .60.0 Ye-Ye-Ye 15.301-19.641 +50.0 50.0 +50.0 -50.0 +50.0 50.0 Custom 11.391-13.397 +50.0 .60.0 +60.0 .60.0 +50.0 .60.0 0e o MEETING RAIL 75" Y-%-y 13.398-19.110 +50.0 50.0 +50.0 -50.0 +50.0 -50.0 26 X-Y,-Ye 19.111-24.641 +50.0 50.0 +50.0 50.0 +50.0 -60.0 Custom 18.360•18.397 +50.0 50.0 +50.0 50.o +49.1' .49.1, 22 22 a 96- y.)S.y. 19.308-24.360 +50.0 50.0 +50.0 50.0 +50.0 50.0 JAMB Custom 24.391-30.380 +50.0 511.0 +10.0 50.0 +10.0 50.0 r� 0 -30.380 +50.0 50.0 +50,0 .50.0 +49.1' -49.1- '+501-50 FOR GLASS TYPES 85 SEE TABLE 23 FOR ANCHORAGE "MIN.SASH SIZE o WINDOW WIDTH-69.28 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAMETYPES& PRODUCT REVISED CONFIGURATIONS) BeauildingC complyinodge wlth the Florida 1111 I I11 Y LYN �., ReHelon: NDA-No. 20.0406.01 ��N•"""�2// ��, C)NO CHANGES THIS SHEET. Expiration Dote 09124/2025 ` , QCENSF',�(�� AK-03/2720 lid By .; N0.58705 •� Miami-Dodo Product Contra •O :(� Deeeripuon: Droom W. NOTES: '•, f2aELF-O...,�� 1070TECHNOLOGYDRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USETHESETABLES FORALLWINDOWS INSTALLED THROUGH THE FRAMEOR INTEGRALFIN, ,�•, N.VENICE,FL 34275 _ 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PERTHE FIGURE, �i 'c.ORIDP,,• �� (941}480.1600 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ONAL G � HORIZONTAL ROLLER-LM Dam: 4)'1/4.12-1/4-AND"i/J-1/34/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH I//llll IIt11`` Sarlae/Node! Scala: SAeaL Dmthg No. Rev: RANGE IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER,RE HR-5510 NTS 7 OF 18 MD-HR5510-01 C THE RANGE. P.Ep 68705 REOIBTRAT10N 029290 TABLE 11: TABLE 12: TABLE 13: Glass Typos Design Pressure(lbs/ft2)for Glass Types Design Pressure(Ibs1e)for Glass Type. TABLE 10: 5.8 XO or OX Windows 10.1z a 14-16 XO orOX Windows 5 a e Bash Sash ah Design Pressure(lbs/H2)for XOX Windows 2 Relnt Late] Window Buck Heith ght Reinf.Laval Confisutauon Glass Types Design Pressure(Ibs/ft) ght Rclnt Letel Window Buck Haight Range(in) Window Buck Height 6-8 forXO or OX Windows R4 48' 54• 1. R4 54• B3' 76' R4 36' 48' S4' BY 25.1/2' +65.0 •70.0 +65.0 -70.0 +65.0 •70.0 25.1/2' +65.0 -110.0 +85.0 -110.0 +65,0 -110.0 Custom 11.391-13.397 +65.0 .70.0 +65.0 -70.0 +85.0 -70.0 +89,0 -05.3 All Buck k%M R4 All Buck Heights up l0 7Y 28• +65.0 -70.0 +65.0 •70.0 +65,0 •70.0 $g 1' M-M 13.398•15.360 +65.0 -70.0 +65.0 •70.0 +65.0 -70.0 +65.0 •70.0 �q 28' +85.0 •110.0 +65.0 -110.0 +85.0 -110.0 All Buck Widlhs +50/SO .,� 3B' +66.0 •70.0 +65.0 -70.0 +65.0 -70.0 31r +65.0 .110.0 +65.0 -110,0 +65.0 -110.0 Yh'%-Y. 15.361-19.841 +65.0 -70.0 +65.0 •70.0 +65.0 .70.0 +85.0 •70.0 up t0 76• 42" +85.0 -70.0 +65.0 .70.0 +e5.0 -70.0 4Y +65.0 -110.0 +65.0 •110.0 +65.0 .110.0 9 Custom 11.391-13.397 +65.0 -70.0 +65.0 -69.6 +63.3 �3.3 +53.2 •53.2 m SEE TABLE 20 FORANCHORAGE 4r +65.0 .70.0 +65.0 .70.0 +65.0 •70.0 � 41r +85.0 -110.0 +65.0 •110.0 +05.0 •110.0 Y 75, M- -M 13.398.19.110 +65.0 -70.0 +05.0 -70.0 +65.0 _g6.5 +56.2 -56.2 E m Y. 60' +65.0 -70.0 +65.0 -70.0 485.0 -70.0 60' +85.0 -110.0 +66.0 -110.0 +65.0 •93.9 M h M 18.111•24.641 +85.0 •70.0 +95.0 •70.0 +63.0 -70.0 +85.0 -68.0 75' +85.0 -70.0 +65.0 -70.0 +64.3' •84.3' 75' +85.0 -110.0 1+65.0 1.103.9 1+65.0 •80.0 8 Custom 18.350-19.397 +SU •70.0 .59.9 •59.9 11+55.5 -55.5 +49.1 -49.1 1+651-70 FOR GLASS TYPES 8.8 SEE TABLE 22 FOR ANCHORAGE DO- Y,-%-Y. 18.396.24.380 +65.0 .70.0 +62.1 .62.1 +SB.O 30.0#+Oil 0 50.3 SEE TABLE 21 FOR ANCHORAGE 4 Custom 24.361•30,360 .66.0 •70.0 +65.0 •70.0 465.0 -67.37 57.0 TABLE 18: Pa 120 M_M.M •• -30.360 +65.0 •70.0 +59.0 •59.8 +55.5 •55.5 •49.1 Glass 10 Types Sash Design Pressure(Ibs/fi2)forXOX WINDOWWID7H-59.28 Sash Width Windows HEADER TABLE 14, "MIN,SASH SIZE 2 SEE TABLE 24 FOR ANCHORAGE Relnt Leel Configuration Range(in) Window Buck Height Glass Types Ra Q. 64" 1 03' 7 88 sun Sash Design Pressure(lbs/fe)for XOX Windows Custom 11.391-13.397 +85.0 -110.0 *85.0 •110.0 +65.0 •110.0 ReiN.LedCmlgumlion Width 60" '/+-%-y 13.398-15.360 +65.0 •110.0 +65.0 .110.0 +e5.0 -110.0 R4 Range(In) Window It Hel ht 3 1 48- 54.11 63• -Y, 15.361•19.641 +85.0 -110.0 485.0 410.0 +65.0 .110.0 0 23 Custom 11.391-13.397 +65.0 -70.0 +65.0 •70.0 1+65.0 •70.0 +85.0 -70.0 Custom 11.391-13.397 +65.0 -110.0 +05.0 .110.0 +85.0 -110.0 DW Y+-Y4.% 13.398.15.300 +85.0 .70.0 +55.0 .70.0 +65.0 -700 +05.0 -70.0 75" M-yM 13.398.19.110 +85.0 -110.0 +65,0 -110.0 +65.0 -110.0 SASH rd %-)S-Y, 15.391•19,641 +85.0 -70.0 +65.0 •70.0 +65.0 .70.0 +65.0 .70.0 Y Y.-Y M 19.111.24.641 +65.0 .110.0 +a5.0 .110.0 +65.0 -110.0 EIGHT Custom 11.391.13.397 +65.0 .70.0 +65.0 .70.0 +65.0 •70.0 +e50 -70.0 Custom 17.641-19.397 +65.0 410.0 +65.0 -110.0 +55.0' •104.8• D � 75' +/+•M_Y+ 13.398-19.110 +65.0 -M.0 465.0 •70.0 +05.0 -70.0 +65.0 70.0 00 2 98" M.%M 19.398.24.380 +85.0 .110.0 +85.0 •110.0 +65.0• -109.5• 23 Y,-K-)S 19.111•24.641 +e5.0 -70.0 465.0 .70.0 +65.0 •70.0 +05.0 70.0 Custom 24.301-31.641 +05.0 •110,0 +85.0 •110.0 +85.0 .110.0 Coslan 18.360-19.397 +65.0 •70.0 +85.0 •70.0 +65.0 .70.0 465.0' -67.2' 120° M-M% 2&141-32.616 +05.0 •110.0 +65.0 410.0 +65.0• .104.6• 0 98' Y.-Y.-M 19.398.24.300 +e5.0 -70.0 +65.0 •70.0 +65.0 .70.0 465.0' •89.8• -)S-'/, 32519.39141 +05.0 .110.0 +05.0 410.0 +e5,0 .110.0 E Custom 24.301.30.360 +65.0 •7110 465.0 •70.0 +65.0 .70.0 +650 70.0 140" Custom 39.641 +85.0 -110.0 +65.0 .110.0 +65.0' •104.6• SILL 120" Y+-K•Y. ^ .30.380 +65.0 -700 +BSA •70.0 +65.0 •70.0 +65.0• •6/.2' +651.110 FOR CLASS TYPES 11 6.12 SEE TABLE 20 FOR ANCHORAGE < '+65/-70 FOR GLASS TYPE B SEE TABLE 25 FORANCHORAGE WINDOW WIDTH-59.26 "MIN.SASH SIZE=WINDOW WIDTH-80.72 "MIN.SASH SIZE 2 TABLE 16: 2 Glass Types Sash Design Pressure(Ibs/fe)forXOX SASH WIDTH 14-10 Sash wldlh Windows SECTION DETAIL Reinf.Loyal Canfigumtlan Range(in) Window Buck Hel N o MEETING RAIL FOR WINDOWS WITH R4 487 Sa" e3' 0 LEVEL R4 REINFORCEMENT Custom 11.391.13.397 +850 -1 00.0 +85.0 -110.0 +85.0 .110.0 0 0 28 (REINFORCEMENTS SHOWN SirM-/,.M 13.398.15.36D ♦850 •110.0 +e5.0 •110.0 +85.0 -110.0 IN FIGURES APPLY TO ALL Yi-s-' 15.381-19.841 +95.0 -110.0 +65.0 -110.0 +85.0 -110.0 23 23 o FRAME TYPES 3 $ Custom 11.1h•13.397 +05.0 410.0 +85.0 410.0 +05.0 .109.3 JAMB g8 CONFIGURATIONS) CLASS TYPES USED A 14.18 'Sz .fL MAY NOT BE USED WITH ig 75• '/+.M% 13.398-19.110 +65.0 .110.0 +85.0 •110.0 +e5.0 402.0 v J•CHANNEL OR INTEGRAL •FIN FRAMES PRODUCT REVISED )a•s-Yi 19,111-24.641 +e5.0 -110.0 +85.0 .110.0 +65.0 •1029 as eomplyyingg with the Florida Custom 17.641•19.397 +850 .110.0 +85.0 -110.0 +65.0 .97.4 t t 1111 Building Cade 98" ' NDA-No. 20-0406.01 /•/t-M 19.398.24.380 +85,0 -110.0 +85.0 •110.0 +65.0 •92.0 ��11 0 LY / ReHakn: Custom 24.381•31.041 +B50 -1100 +65.0 .110.0 +85.0 •88.4 `'��O....CENNN4��'/' C)NO CHANGES THIS SHEET. Expiration Date 09/24/2025 120" y M 29•e41-32.51b +850 .110.0 +85.0 -1098 +85.0 •84.3 ``QC�.'' V SF �'•.��i AK-03/27/20 g G� _ y M%h 32516.39.841 +850 •110.0 +85.0 -105.0 +85.0 -80.8 No.58705 Minm Do a Pm uet Control >f, 140" Custom .39.641 +85.0 -110.0 +65.0 •105.0 ♦65.0 •80.0 SEE TABLE 27 FOR ANCHORAGE --D �( Oeeufp6one Dratm gY �) •. N ,r!,Z 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI NOTES: O $T TE�F N.VENICE FL 34276 1)USETHESETABLES FORALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. �� F' neat Gate: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. � S/O RID EN`;�� (841}480.1B00 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE, i S G�� HORIZONTAL ROLLER-LM 05/15/15 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 ///7 j fN hi I11� Senea/Yodeh Sealy shae6 Drew/ng Na, Rer. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A LYIJI.I�I�LLER•P.E. HR-5510 NTS B OF 18 MD-HR6510-01 C P.Eri 68705 REGISTRATION g29298 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 Width 3D'Height 36"Height 48'Height 54"Height 30'Height 36"Height 48"Height 54"Height Fin"Installation Relnf.Level rn) IIIHead Head Head Head a Head a Head Head Head a 3.B" 4" a sill a Sill a sib a s81 a Sul a Sill a Sin a sill GUIDE TO USING ANCHOR QUANTITY TABLES R1 Anchor Group A Anchor Group C PRODUCT REVISED as comp)y10 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): Bulidlna Code NOA-No. 20-0406.01 v 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 ANCHOR QUANTITY 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 PER JAMB Expiration Date 09/24/2025 Y B !/l 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+2 3 y m HEAD AND SILL ANCHOR QUANTITY: Mloml-Dade Product Contra 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 (2)ANCHORS AT THE FIXED SECTION +A 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 12, 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS AT THE SASH C)NO CHANGES THIS SHEET. 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 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. 5 AK•03I27/20 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 sEEELEVATION,SHEET I 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 I - SEE CLUSTER DETAILS,SHEET e W V 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 > to ."y 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,SHEET vYi 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / X / 1 N o O 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 ELEVATION, O 0100 O SHEET 1 MEETING RAIL 75" 1 36.897 2+C2+2 2 2+C2+2 131 2+C2+2 131 2+C2+2 13 2+C2+2 121 2+C2+2 131 2+C2+2 3 2+C2+2 131 r Z uJ SEE TABLE S FOR DESIGN PRESSURE T REPEAT ANCHOR PATTERN AT SILL U U 6a TABLE 18: —a FOR XOX WINDOWS: WET T ONMo s Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY o LU 5.8 Sash PERJAMB Z co 30"Height 36"Height 48'Height 54"Height 30"Height 36"Height 48"Height 54"Height Relnf,l e el (InWid) Head Haed a Heed Heed Heed Head Head Heed a HEAD AND SILL ANCHOR QUANTITY: 0] O In III4F F6 1+C3+2+C3+14 (1)ANCHORATTHESASH R2 a Sill 8 SIII .� 8 SIII y 8 SIII .� a SIII ' 8 SIII ' a SIII .." a SIII -" +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETING RAIL }} W la"4s Anchor Group A Anchor Group C +(2)ANCHORSATTHE FIXED SECTION ® F +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Er O CO 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 0 0 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. z v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 F O F aloes 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Z to 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEETI = N o SEE ELEVATION,SHEET 1 w U (Y N $ 48" 23,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 Cr Q = 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 121 2+C2+2 131 2+C2+2 31 2+C2+2 3SEE apl •asa0 salvos _ SEESH EA;ION, ` `I11111111/1/ Anchor Group B Anchor Group D SEE / X / O X \ ``C0 LYIVIV 25-1/2" 12.147 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+02+1 3 1+02+1 3 ELEVATION, tx.''�1GENSF'•,C� SHEET I SEE CLUSTER •.LT� v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 MEETING RAIL 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 SHEETS *.� No,58705 REPEAT ANCHOR PATTERN AT SILL = •' *= m' 42" 20.397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 O _ NOTES' YA Z 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)FRAMEDIMENSIONSARESUCKWIDTH � 0i OF 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+CZ+2 3 MBX.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3-4). F(pR10P,.•' _�' �+ Group F SASH SIZE IS AS PER THE FIGURES ON �,�SS;'•40RI,.• (j;��` 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+CZ+2 3 Spacing for"Integral- SHEETSs-e. �� 10NALE��` MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 2)FOR SIZES NOT SHOWN,ROUND UP TO rill l 1 I l 1111�` 4„ 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.EN 68705 TABLE 19: Glass Types Anchor Quantities forXO or OX Windows Max.Anchor O.C. 5-8 Sash ,� Spacing for"Integral- Width 30 Height 36"Height 48"Height 54"Height 63"Height 3t7'Helght 36"Helght 48"Height 54"Height 63"Height Fin"Installation Head E Head E Head E Head E Head Head E Head E Head `� Head E Head E Anchor Anchor Relnf.Level On)R3 &SIII 8'Sill &Sill &Sill &Sill -`; &SIII &Sill m Group E Group IT Anchor Group A Anchor Group C 3,5' 4" PRODUCT REVISED as complylng with the Florida 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 NOA- o Code NOA-No. 20.0406.01 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 expiration oats 09/24/2025 36" 17.397 1+C2+1 2 1+02+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 s 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 m Cont y Mlaml-Oodo Product ro ir 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 v 60" 29.397 2+02+2 12. 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. 76' 38.897 2+C2+2 2 2+C2+2 3 2+02+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 AK-03l27l20 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+02+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 V 36" 17.397 1+C2+1 2 1+02+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 Q 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 '6 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 d 17 N o W LO 60" 29.397 2+C2+2 2 2+C2+2 3 2+02+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 0 c`X "+cc 0 a 75" 38.897 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 U ' d SEE TABLE B FOR DESIGN PRESSURE UU d .. 0 TABLE 20: H Z DM0 Max.Anchor O.C. o W Glass Types Anchor Quantities for XO or OX Windows �� n> B-6 sash Spacing for Integral- z to cc Width 30"Height 36"Height 48"Height 54'Height 63"Height 72"Helght 30'Helght 38'Helght 48"Helght 54"Helght 63'Helght 72"Helght Fin"Installation m tL HeadIII Head % HeadIII Head i' Head " Head a HeadIII Head HeadIII Head a Head Head a Anchor Anchor ¢ 0 Relnf.Level IIO) 1 SIII 8 SIII 1 &SIII &SIII &SIII &SIII &SIII ' 8 SIII -10, &SIII &SIII &SIII &SIII Group E Group F ~ R4 Anchor Group A Anchor Group C 3.2' 4' ® F 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+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 6 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 F d 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 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 O = 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 ¢ 2 ate'. 60" 29.397 2+C2+2 2 2+C2+2 13 2+C2+2 41 2+C3+2 4 2+C3+2 6 2+C4+2 5 2+02+2 2 2+C2+2 13 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: _ ~S 1)FRAME DIMENSIONS opt •asoe ceyeg 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+2 171 2+C3+2 4 2+C4+2 51 2+C4+2 15 ARE BUCK WIDTH AND Anchor Group B Anchor Group D BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS ��. pNY LYNN��r'�% 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 21 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON ;��•'UICENSF �� 0 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 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SHEETS6.8. Q-r' •.F� 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 6 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT = No.58705 SHOWN,ROLIND UP TO m 42' 20.397 1+02+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 WIDTH OR HEIGHT a'I) 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+p+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 DIMENSION SHOWN ON ATE F 60" 29.397 2+02+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 THETABLE, 'i�C�s'•F<ORIOP,,•' 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 6 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 rs��NALI�NG�` SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A LYNN MILLER,P.S. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. P.E#56705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sash 30"Height 36"Height 1 48"Height 54"Height 63"Height 30"Height 36"Height 48"Height 54"Height 63"Height Spacing for"Integral_ Group F Width Head Head a Head l Head a Head � Head 10 Head � Head ° Head � Head � Fin"Installation 4" Reinf.Level fin) E E R4 &SIII &SIII &SIII &SIII &SIII -, &SIII ' &SIII ' &SIII -i0, &SIII &SIII PRODUCT REVISED Anchor Group A Anchor GroupC a.cam I m with the Florida 25-112" 12.147 Building 9oTe 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOA-to. 20-0406.01 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Expiration Dote 09/2412025 36' 17.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By lid m' 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 Mlam ode Product Dontro 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 2 C)NO CHANGES THIS SHEET. ,g AK-0327I20 75' 36.897 2+C2+2 2 r 2+C2+2 3 2+C2+2 4 2+C2+2 41 2+C3+2 4 t Anchor Group B Anchor Group D m 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 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 Lu V 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 2t U rq m' 42° 20,397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+02+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 It n c y d 48' 23.397 1+C2+1 2 1+02+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 C9 w 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 0 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 q1 2+C2+2 141 2+C3+2 14 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 LL z d W TABLE 22' SEE TABLE 11 FOR DESIGN PRESSURE U Lj CO W N GLASS TYPES O °M0 Glass Types Anchor Quantities forXO or OX Windows 10.12&14.16 MAY ^:�!sit 10-12&14-16 Sash NOT BE USED z v m 0 Width 30 Helghl 3G'Height 48"Height 54"Height 63"Height 76"Heigf2+C2+2 0"Height 36"Height 48"Height 54"Height 6T Height 76"Height I WITH J•CHANNEL m U. r.• n Head Head Head Head E Head '� Headead Head Head �' Head j' Head E Head a • OR INTEGRAL FIN O ,. Reinf.Level I &SIII &SIIIIII &SIII III; &SIIIIII FRAMES ~ I r R4 -1O, &SIII � &Sill SIII =; &SIII -, &Sill � &SIII � &Sill � &Sllt � IrBus Anchor Group A Anchor Group C 25-1/2" 12.147 C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+p+1 5 28" 13.397 C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 36" 17.397 C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 � N o m' 42" 20.387 Not Allowed C2+1 2 1+C2+1 3 1+C3+1 4 1+03+1 4 1+C3+1 5 1+C4+1 5 a v 48" 23.397 C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 ¢ _ _ 60" 29.397 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 NOTES: 75" 38.897 C2+2 121 2+C2+2 3 2+C3+2 141 2+C4+2 141 2+C4+2 15 2+C4+2 I 5 1)FRAME DIMENSIONS AREBUCKWIDTHANP P BUCK HEIGHT(SEE D �.� )VV LYNN�1',,, Anchor Group B Anchor Group D 25-W" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 141 1+C2+1 5 1+C3+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+p+1 5 SHEETS 3-4).SASH SIZE IS `��t�.•'`tCENSF��(��.� AS PER THE FIGURES ON Q. 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 N24 C3+1 r2+C4+2 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 SHEETS64. No.58705 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+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+C4+1 5 m 2)FOR SIZES NOT m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 C3+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 srlowN,ROUND uPTo - O THE NEXTAVAILABLE 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+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 :�,�'•, aTE F 6DIMENSION SHOWN ON ''•.'�<ORIDP,••'•�_�� 76" 36.897 2+C2+2 2 2+C2+2 3 2+C3+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 FORA Ssr01VA� 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.Ep 68705 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 24'Haight 30-Height 38'Haight 48-Haight 54'Height 63'Height 24-Haight 30-HeI ht 36-Height 48-Height 54'Height 03-Height Sash Width 9 9 9 9 9 9 9 9 9 9 0 8 Configuration Range n a a a n a a a a a a a a Reinf.Level 9 P i Heed 8 Sig Heed 8 S111 Head B SI11 ,� Head 8 SIII ,� Head 8 SIII Head$Sill Heed$Sill ,� Head 8 SIII Head 8 SIII Head 8 SIII Heed$SIII I Head&Si0 � R3 > > > Anchor Group A Anchor Group C PRODUCT REVISED 35-1/4' h -Y 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+"+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+02+O+C2+1 4 1+C2+O+C2+1 4 1+C2+pfC2N 4 as eom lying with the Florida Building Code 38, %-Y-Yj 12308-12308 1+C2+0+C2+1 21+C2+0+C2+1 21+C2+0+C2+1 31+C2+0+C2+1 41+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 21+C2+0+C2+1 21+C2+0+C2+1 31+C2+0+C2+1 41+C2+0+C2+1 41+C2+0+C2+1 4 NOA-Na. 20-0406.01 451/8' Y Yi'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+C1+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+p+C2+1 4 1+C2+WC2+1 4 1+C2+p+C2+1 4 Expiration cote 09/24/2025 Y-%-YS 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+CZ+1 4 G7 %-yj-y, 11.391-12.297 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+CZ+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 31 47-3/4' Mlxm Dada Product Contro Ye-Y-Ya 12.298-15.658 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 q 1+C2+0+C2+1 4 1+C2+O+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+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 C)NO CHANGES THIS SHEET. 62.1/B' %- _y 12.017-13.397 1+02+1+02+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)(.p3/27/20 x Y-%-Y, 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C1+1 I 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 m custom 11.391.13.397 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 60- Y-X-% 13.398-16.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 3 Ya-YI-A 16.361-19.641 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+O+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 U Custom 11.391-13.397 1+C2+3+C2+1 21+C2+3+C2+1 21+C2+3+C2+1 3 1+C2+3+C2+1 41+C2+3+C2+1 41+C2+3+C2+1 4 1+C2+3+C2+1 21+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 41+C2+3+C2+1 41+C2+3+C2+1 4 LU � Y •naa 76- Y4-y% 13.388-19.110 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 O eo- 1S-Ys-Y 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C1+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 O Custom 10.360-19.397 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+03+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 00 04 also a 96' %-%-Y 10.398-24.300 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+02+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+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 �1-J g 0 _ Custom 24,361-30.360 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 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13.398•14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 47.3W 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 ® Issas Yi-Y-% 12.288-15.568 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 O y Custom 11.391.12016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 z 4 Z 62.11W %h•Y 12.017-13.397 1+C2+1+02+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 Z. F O F class Y--Y,-Ys 13.308-17.016 1+C2+0+C2+1 2 1+02+D+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+12+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+02+0+C2+1 4 ZO o 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+02+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+02+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 2 fJ 60, y_+ya-% 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 }� %-Yi-Yi 16,361-19.841 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+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+02+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 0111 •aso0 saves 75' y-y_Y4 13.39B-10.110 1+C2+2+C2+1 21+C2+2+C2+1 2 1+C2+2+C2+1 3 j LI+C2 +C2 2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 21+C2+2+C2+1 31+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 `11111111111��/' —yl'fe•)i 19.111.24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 +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+C1+1 4 ��`�pNY,�Y ��i�� Custom 18.360-19.387 1+C2+3+C2+1 2 1+02+3+C2+1 2 t+1;2+3+C2+1 3 +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 q 1+C2+3+C2+1 4 1+C2+3+C2+1 4 �C1�,••' 410ENSF••�(�� eir %-ys-y4 19.398.24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 2+1 4 1+C243+C2+) 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.381.30.380 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1 +1 4 1+C2+2+C2+1 4 1+C2+2+C2N 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 ' ; N0.5B7D5120' %-Y% " -30.380 1+C2+3+C2+1 2 1+C2+3+C2+12 1+C2+3+C2+1 3 1 +1 4 1+C2+3+C2+1 4 1+C2+3+02M 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 q 1+C2+3+02+1 q —_•fl �� SEE TABLE 9 FOR DESIGN PRESSURE •' W%AE 0 WINDOW WIDTH-59.26 NOTES: `� •�� IN.SASH SIZE• ,T'•, Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). �` '•.20RIDP„•' �� SHEETS 6-8. Spacing for"Integral. Group E Group F OR SIZES NOT SHOWNSASH SIZE IS AS PER THE,ROUND L IGURES P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �ss�ONAL ENG� Fin"Installation P 9• 4 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. ��/1111 1 I t%%%% 4)-1/4.12-1/4"AND•1/3-1/3-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.068705 TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUBT ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 5 8 8 Sash 24"Haight 3W Haight 38'Height 48-Height 54-Height 03-HI14C2+1+C2+1 Helghl 30-Helghl 38"Height 48"Helghl 54"Height 03'Height Sash Width Configuration a a a a a aaaaReinf.Level Range lm) Head&SIII Heed&S81 Head&Sgl � Heed&Sill IHeed&Sill � Heed& &Sit � Heed&Sill � Head&Sill E Heed&Sill ,� Head&SIII Head&SII R4AnchorGroupA Anchor Group C PRODUCT REVISED 35-1/4" ''/a%-y 11.391-11.391 +C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 14C2+O+C2+1 4 as eamPlying with the Florida Bu11dInBCoda 38" %-Y,-y 12.308-12.308 +C2+1 2 1+C2+D+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+14 1+C2+0+C2+14 1+C2+O*C2+14 NOA-No. 20-0406.01 45.1/8` Y4-yi-y 11.391-13.397 +C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 14C2+D+C2+1 4 Expiration Date 09/24/202S r/a-y'Y 13.398-14.883 +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+04C2+1 4 BY47�14" y_y_y 11.391-12.297 *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 Mlam Dade Pro uetControYa-%-Ya 12.298-15.558 +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 Custom 11.391-12.018 +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. 0 52-1/8' y.%.y 12.017-13.397 1+C2+1+C2+1 2 1+C2+1*C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+14C2+1 4 14C2+1+C2+1 4 AK %-Y3-ya 13.398-17.016 14C2+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 14C2+O+C2+1 4 k m' 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+14C2+1 4 1+C2+1+C2+1 4 00- %_Y2_Y4 13.398-15.360 14C2+1+C2+1 2 1+C2+1!C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 4 %-Yaa-Ya 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 W O 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 'tee 75' Y4.Y2.Y4 13.398-ig.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 IX +-• y C? 19.111-24.841 1+C2*1*C2*7 2 1•C2*1+C2N 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 }Lo O O Custom 18.380-19.397 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 0100 0 Lo 98' %-y-y 19.398-24.380 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 14C2+3+C2+1 4 O EL C3 Custom 24.301-30.30D 14C2+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 =LL1( e 6 12(" %-y% " -30.350 14C2+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 UUW�L)d uwaD Anchor Group B Anchor Group D F W DaiAd 35.1/4" %-%-y 11.391-11.391 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2.0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+o+C2+1 4 1+C240+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 r0.9 cc 38' %%-y 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2*1 2 1+C2+D+C2+1 3 1+C2+0+C2*1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Z 9- - l� 1L 45-1/8' Y,-Y"Y 11.391-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+02+0+02+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 4 14C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 /+C2+0+C2+1 4 1+C2+0+C2+1 4 Q r O Y-)i-y 13.398-14.11M 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+C24D+C2+1 4 1+C2+0+C2f1 4 1+C2+0+C2+1 4 47-W4' %-)g-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 4Lo -Yi-r/a 12298-15.558 1*C2*D+C2+1 2 1*C2*0*C2+1 2 1+C2+0+C2*1 3 1+C2+0+C2+1 4 1+C2+0*C2*1 4 1+C2+0•C2+1 4 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 NC2+O+C2+1 4 ° Z ONCustom 11.391-12.016 i+C2+1+C2+1 21•C2+1+C2+1 21*C2+1+C2+1 31+C2+1+C2+1 4 1+C2+1+C2+14 1+C2+1+C2+1 4 1+C2+1+C2+1 21+C2.1+C2+1 2 1+C2+1•C2+1 3 1+C2+1+C2+1 41+C2+1+C2+1 4 1+C2+1+C2+1 452-1/8' ).-M-Y 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2*1 2 1+C2+1+C2+1 3 1+C2+1•C2+1 4 1•C2+1+C2+1 4 1+C2+1*C2+1 4 1+C2+1*C2.1 2 1+C2+1•C2+1 2 1+C2*1•C2+1 3 1*C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2.1+C2+1 4-Y,-y 13.398-17.016 1•C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1•C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2.0+C2+1 4 1+C2+0+C2+1 4a 0Cuslam 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 4U00" Y4_y_Y4 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2.1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2.1 4 1+C2+1+C2+1 4 1+C2+1+C2.1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 40: Z O%-%-% 15.361-19.641 1+C240+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+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4Q = _ 0.. '�saD aeues 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 NC2+3+C2+1 3 1+C2+3+C2+1 4 1+C2*3+C2.1 4 14C2+3*C2+1 4 T5.. Y.+/a_y 13.398-19,110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 14C2+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+02+1 4 1+C2+2+C2+1 4 �11�Ny LYN Y-%-Na 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2*1 4 1+C2+1+C2+1 4 1+C2+1*C2+1 4 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•••""•�/�J/ //� C1�• 1,ICENSF'•.�� i Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 121+C2+2+C2+1 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 4+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 •(4 90" y._),_y. 19.390-24.300 1+C2+3+C2+1 2 1+C2+3+C2+1 +C2+3+C2+1 3 14C2+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 No,58705 Custom 24.361-30.360 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 412V %%a-Y -30.360 1+C2+3+C2+1 2 1+C2+3+C2+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+C241 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// O -ST!{iE SEE TABLE 13 FOR DESIGN PRESSURE WINDOW WIDTH-59.28 NOTES: - ,�'., <(/ MIN.SASH SIZE= 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). ��(� ''.F<ORIOP,.•'• Max.Anchor O.C. Anchor 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 8.8. % Spacing for"Integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. //��/ONAL 1"1111111�� Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. q" 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.EJ158705 TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 7&8 Sash Sash 24'Height 37 Height 1 36-Height 1 48-Height 54"Height 63'HeiI1+C2+1+C2+1 eight 30°Height 36-Height 48-Height 54"Height 63-Height Width Canfiguralbn a a a a a Reinf.Level Range Qn) Head&SIII Head&SIII Head&SIII Head 8,SIII Head&SIII � Head&S Sill Head&Sill Head&S01 EHead&SIII Head&SIII Head&SillR4Anchor Group A Anchor Group C PRODUCT REVISED as eomplying with the Florido 351/4' %Y-� 11.391-11391 +C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+14 Building Code 38" %-Y-Ys 12.308-12.308 C2+1 2 1+C2+D+C2+1 2 1+C240+C2+1 3 1+C24p+C2+1 4 1+C2+O+C2+1 4 14C2+0+C2+1 4 NOA-No. 20.0406.01 4b118" %-Ys-Y� 11.391.13.397 +C2+1 2 1+C2+0+C2+1 2 14C240+C2+1 3 1+C2+o+C2+1 4 1+C2+o+C2+1 4 1+C2+0+C2+1 4 Expiration Date 09124/202S 13.398-14.883 +C2+1 2 1+C2+O+C2+1 2 14C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+p+C2+1 4 i+C2+0+C2+1 4 By 47.T,I' v-X-y 11.391.12.287 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 Mlaml-Dade Produet control''/a-Yi-YiIZ298.15.658 +C2+1 2 1+C2+0+C2+1 2 14C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C240+C2+1 4 Custom 11.391-12,016 C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 C)NO CHANGES THIS SHEET. 62.1/8" Yj-Ys-Y4 12017.17,018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4,1+C2+1+C2+1 4 1+C2+1+C2+1 4 AK-o3/27/20 Y Custom 13.398-17,018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 14C2+0+C2+1 3 1+C2+0+C2+1 4 1+C240+02+1 4 1+C2+0+C2+1 4 m m Custom 11.391.13.397 NOtAIIOWed 14C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 60" Y-y-y 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+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+CL+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 V Custom 11.391.13.397 LU 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 > 75" ''a'-Y1-y�� 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 pX `- ]'-'a-la 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 }n O 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+C243+C+1 4 14C2+3+C2+1 4 O N 0 Ln O atop ix 98' %-j,-� 19.398.24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 14C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 Z LL� a 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+C3r2+C3+1 4 120" %-Yr-% •• •30,360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 14C3+3+C3+1 4 W Z d uNOe'd oN ' AnchcrGmupB Anchor Group D c W mxd 35.114' /a-Y-Ys 11.391-11.381 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+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+o+C2+1 4 14C2+0+C2+1 4 Z N 38" %-Ys-'/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 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 14C2+0+C2+1 4 J tL 46.1l8" �-t-'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+0240+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+13+C2+1 2 14C2+0+C2+1 3 14C2+O+C2+1 4 1+C2+O+C2+1 4 14C2+o+C2+1 4 fQp i O Yt-Y Y. 13.398-T4.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+D+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+02+1 4 1+C2+0+C2+1 4 14C2+0+C2+1 4L -Ya-Y4 11.391.12.297 1+C2+1+C2+1 2 1+C2+1+02+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 14C2+1+C2+1 4 �, H- P WS 47314" Yi-% 12298-15.658 1+CZ+D+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 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 14C2+0+C2+1 4Z Custom 11.391.12.018 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+14C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 414C2+1+C2+1 46 � 52.1/8" %-Y1% 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+141+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 21+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 14C2+1+CZ+1 4r- O Ha-'%-�-� 13.398.17.018 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+OtC2+1 4 1+C2+0+C2+1 4 I+C2+o+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 14C2+0+C2+1 4 � Z O0Custom 11.381.13.397 1+C2+1+C2+1 2 1+C2+1+C241 2 1+C2+1+C241 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+C241+C2+1 4 1+C2#1+C241 4 14C2+1+C2+1 4ZO60' Y yt.y 13,398.16.360 1+cz+1+C2+1 2 1+C2+1+c2+1 2 1+cz+1+c2+1 Lb 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+14C2+1 4 1+C2+1+C2+1 4 14C2+1+C2+1 4Ys-Ys-Ys 15.361.19,641 1+C2+o+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 14C2+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 14C2+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+Q2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+CZ+3+C2+1 4 14C2+3+C2+1 4 °�Iu 'oae0 sales 75- Y4-Y,-Y4 13.398-19.110 1+C2+2+C2+1 21+C2+2+C2+121+C2+2+C2+1 31+02+2+C2+1 41+C2+2+C2+141+C3+2+C3+1 4 i+C2+2+C2+1 21+02+2+C2+121+C2+2+C2+1 31+C2+2+C2+1 41+C2+2+C2+1414C2+2+C2+14 \�Ntt1l Y-Ya-Y. 19.111.24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+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+02+1 4 14C2+1+C2+1 4 `�.� r(3 1 LYNN Custom 18.380.18.397 14C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1421+02+2+C2+1 +C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 14C2+3+C2+1 4 96" -y-� 19.398.24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 14C2+3+C2+1 +C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1402+3+C2+1 4 Na,58705 •� Custom 24.361.30.360 14C2+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 14C3+2+C3+1 4 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+14 `120" %-Y.-Y4 •• •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 41+C3+3+C3+1 4 1+C2+3+C2+1 +C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 14C2+3+C2+1 4 ""'WINDOW *— WIDTH-59.28 SEE TABLE 14 FOR DESIGN PRESSURE ��Q AT O�"•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 ice( ..."[ORIDA,.'' �o :� Spacing for"Integral- Gf00p F FIGURES FOR) SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE ��SiS'ONAL S\ Fin"Installation 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. '111 I 111100, 3'7 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 LVNN MILLER,P.E IN THE ADJACENT COLUMN."CUSTOM-INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.Er/58705 TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glees Types Anchor Quantities forXOX Windows 10-12 Sash 24'Height 30'Height 36-Height 46'Height 54'Height 63-Height 24'Helghl 3D'Height 36 Height 48'Height 54"Height 63'Height Sash Width ConfBumllon a a a a Rclnl.Lowl Range M) Haad&SIII Heed&SIII Head&SIII Heed&SIII , Head&SIII Head&Bill Heed&SIII Heed&SIII Head 8 Sill ' Head 8 S01 Head&S01 Head&SIII R4 III III Anchor Group A Anchor Group C 354/4" y-'/s-y, 11.391-11.391 1+C2+O+Cz+1 2 1+a+0+a+1 2 1+C2+o.C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+O+02+1 4 PRODUCT REVISED 38' y%-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C2+G+C2+1 4 1+C2+O+C2+1 4 as complyingg with the Florida Building Cc 45.118' y-yj-y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+G+02+1 4 1+02+0+C2+1 4 1+C3+0+C3+1 4 NOA-No. 20-0406.01 -%-% 13.398-14.683 1+C2+O+C2+1 2 1+02+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3+D+C3+1 4 y4.%-y 11.391-12.297 Expiration Date 0912412025 47-3/4' 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2N 3 1+C2+O+C2+1 4 i+C3+0+pN 4 1+p+0+p*1 4 /•„ / Y.Ys% 12.288-15.558 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O•C2+1 3 1+C2+0+C2+1 4 1+C9+0+C3+1 4 1+C3+0+C3+1 4 MIaml-0ado product Cantro 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 52-IIW y4.%.y 12,017-13.397 1+C2+0+C2+1 21+C2+0+C2+1 21+C2+0+C2+1 31+p+0+C3+1 41+p+0+C3+1 41+C3+0+C3+14 %-%-% 13.388-17.01e 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+C9+O+C3+1 4 1+C3+0*p+1 4 C)N0 CHANGES THIS SHEET. �i Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 },`a qK-03127/20 m 60. y-y-y. 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+C2M 4 1+03+2+C3+1 4 1+C3+2+03+1 4 a y-y% 15.381.19.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+O+C3+1 4 1+C4+0+C4+1 4 Custom 11.391.13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 75• y-ya-y 13.398-19.110 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+3+CZ+1 3 1+C3+3+p+1 4 1+CJ+3+C3+1 4 1+C4+3+01+1 4 U rnay -y-y 18.111-24.841 1+C2+O+C2+i 2 1+C2+0+C2M 2 1+p+O+C3+1 3 1+pa0+p+1 4 1+C4+0+G1+1 4 1+C4+O+C4+1 4 y 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+p+1 4 1+C4+4+C4+1 4 0 '�•• Q 96' y-%.y4 19.398•24:360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+03+4+C3+1 4 1+C3+4+C3+1 4 1+04+4+04+1 4 o O d y-y-y 24.301-31.641 1+C2+2+C2+1 2 2+C2+2+02+2 2 2+C2+2+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+04+3+C4+2 4 Op °IW 0 120' y-Y-y It 29.641•32.615 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+04+2 4 O LL po ' _ 'h-Ye-'/, 32 516-38.841 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+p+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 Z tO d 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+04+4+C4+2 4 2+C4+4+C4+2 4 0 V d 3 uww0 Co Anchor Group B Anchor Group D W sr 3MO 35.1/4' %--%.% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 0 38' y-h-y 12.306-12.308 1+C2+0+C2M 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+02+O+02+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 4 1+c2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+O+c2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Z (n co. 4S1/8' y.y.y 11.391•13.391 1+02+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+G+p+1 4 1+C3+0+pN 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+O+C2+1 4 1+O2+0+C2+1 4 1+C3+O+C3+1 4 m LL -%-% 13.398-14.683 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+CZ+1 3 1+02+O+C2+1 4 1+C2+O+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+G+C2+1 4 1+02+0+C2+1 4 1+C3+0+C3+1 4 F N 47.3/4' y-y.y 11.391.12.297 1+C2♦0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+CZ+1 3 1+C2+D+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 Hp+0+C3+1 4 1+C3+0+C3+1 4 W Y,-y-y 12.298-15.658 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+CZ+O+02+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 HC2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+03+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391-12.018 1+C2+0+C2+1 2 1+C2+O+02+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 i+p+0+C3+1 4 1+C3+0+03+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+CZ+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 0 ? 52.118" y-K-y 12.017•13.397 i+C2+0+C2+1 2 1+C2+0+C2M 2 1+02+G+C2+1 3 1+C3+O+C3+1 4 1+03+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+C3+D+C3+1 4 1+C3+O+p+1 4 Z o y-y-yai 13.398-17.018 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3M 4 Hp+0+C3+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+C3+0+C3+1 4 1+03+O+C3+1 4 v 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+C2M 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+p+2+C3+1 4 1+C3+2+C3+1 4 0 Z O N o 60' y-y-y . 13.398-15.360 1+C2+2+C2+1 2 1+CZ+2+C2+1 2 HC2+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+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+pM+C3+1 4 1+C3+1+pM 4 T %-y-% 16.361.10.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C1+1 4 HC2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+03+0+C3+1 4 1+C4+O+C4+1 4 0: Z¢ = 3 Custom 11.391-13.397 1+CZ+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 HC2+2+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3M 4 = 75' y-y2.y 13.398-19,110 1+C2+2+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2M 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+04+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2M 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+04+2+04+1 4 ally '°sap cauag %-%-% 19.111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+C4+0+04+1 4 1+04+0404+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+O+C3+1 4 1+C4+0+C4+1 4 1+04+0+04+1 4 `%%%%%111 111///rl 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+p+1 4 1+C3+4+C3+1 4 1+C4+4+Ci+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+03+4+03+1 4 1+p+4+C3+1 4 1+04+4+CA+1 4 �� ANY LYN/y '*41 88' y-+/s-y 19.398-24.380 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+03+1 4 1+C3+4+03+1 4 1+C4+4+0+1 4 1+C2+2+C2+1 2 1+CZ+3+C2M 2 1+C2+3+C2+1 3 1+C3+3+C3M 4 1+03+3+C3+1 4 1+C4+3+C+1 4 ` ' ;.•'�10ENSF �(( , Ys-'%-% 24.361.31.641 2+C2+2+C2+2 2 2+C2+3+02+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4+3+04+2 4 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+p+2+C3+1 4 1+C4+2+C4+1 4 .... •;�� y-y-y 29.641.32.615 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+03+4+p+2 4 2+C3+4+03+2 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 2•C2+3+a+2 2 2+a+3+C2+2 3 2+03+4+C3+2 4 2+03+4+03+2 4 2+C4+4+01+2 4 * No.5870$ ' 120' y-y-y 32.518-39.841 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+CA+2 4 2+C5+4+p+2 4 2+C2+2+02+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C3+3+C3+2 4 2+CH3+C1+2 4 2+C4+3+C1+2 4 140" Custom -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+02+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C5+4+p+2 4 2+C2+3*C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C3+4+p+2 4 2+C4+4+G1+2 NOTES: SEE TABLE 15 FOR DESIGN PRESSURE :�,�'•, 7ATE F (V 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). ��(��'•.FYORID�..•'•��`` GLASS TYPES 10-12$1418 MIN.SASH SIZE WINDOW WIDTH-80.72 2)FASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. OR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. AL GLASS �NG MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. /1111 1 1111 J.CHANNEL OR INTEGRAL 4)•1/4-1/2.1/4'AND'1/3-1/3-Iff 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.F-#68705 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 14.1fi Sash 24•Height •30'Haight 36•Height 48'Height 54•Height 63"Height 24'HolphtE. H 30'Height 36'Height 48•Height 54"Height 63•Height Sash Width Configuration a a a a a aaR°InC Lo�t:l Ranpa(In) Head 8 SIII E Haed d 6III E Heod 8 S91 E Mood B SIII Heed 8 SIII , Hoed 6 SIII n Head 6 SIIIaad 6 SIII E Head 8 SIII Hood 6 SIII E Hoed 8 SIII ' Head 8 SIII R4 Anchor Group A Anchor Group C 35-1W %-Ja-)3 11.391-11.391 1+C2+o+C2+1 2 1+C2+0+CZ+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 PRODUCT REVISED 38- Y%•Y 12.308-12.308 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C3+O+C3+1 4 as compliing with the Florida 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 Hp+0+p+1 4 1+C3+0+C3+1 4 1+C4+D+C4+1 4 Building Code 45.1/B• Y"�"Y 11.391-13.397 NOA-No. 20-0406.01 Y-Y-Y 13.398-14.653 1+C2+D+C2+1 2 1+C2+0+CZ+1 2 1+C2+0+C2+1 3 1+p+O+C3+1 4 I+C3+0+p+1 4 1+C3+0+C3+1 4 Expiration Date 09/24/2025 47.'V4' Y"Y"Y 11.391.12.297 1+C2+0+C2+1 21+C2+0+C2+1 21+C2+0+C2+1 31+p+0+C3+1 41+p+0+p+1 4 1+C4+0+C4+1 4 Ys-Y-Y 12.288-15.558 1+C2+o+C2+1 21+C2+0*C2+1 21+C2f0+C2+1 314C3+0+C3+1 41+C3+O+C3+1 41+C3+0+C3+1 4 BY Custom 11.391•12.010 1+C2+0+02+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 Mlam Da o Produet Control 52-1/8' Y•Y% 12.017-13.397 1+C2+0+C2+1 2 1+CZ+O+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+04+0+04r/ 4 Ya-Y•Ye 13.390-17.018 1+C2+D+C2+1 2 ltC2+C+C2+1 2 1+C3+O+C3+1 3 1*C3+0+C3+1 4 1+C4+0+04+1 4 1+C4+O+C4+1 4 C)NO CHANGES THIS SHEET. Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2f2+C2+1 3 1+C3+2+p+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 AK•03127/20 n 60' Y-Y•Y 13.398-16.360 Not Allowed tt 1+C2*1+C2r1 21+C2+2+p+1 21+C2+2+C2+1 31+C3+2+p+1 41+p+2+C3f1 4 1+C4f2+C4+1 4 � Y-Y-% 16.381•19.841 1+C2+D*CZ+1 2 1+C2*O+C2+1 2 1+C3+D+p+1 3 1+C4+0+C4+1 4 1+(*o+C4+1 4 1+C5+O+C5+1 4 Cullom 11.391•13.397 1*C2+2+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2*1 3 1♦C3*3fpr1 4 1+04f3+C4+1 4 1fC4+3+04+1 4 75' Y+_Y.Y 13.398-19.110 1+C2+2+C2+1 21+cz+2+cz+121+C2+3rC2r131+C3+3+p+141+c1+3+c4+141fD4+3+C4*14 Y-Y-Y 19.111-24.641 1+C2+0+C2+1 2 1+p+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+04+1 4 1+C5+D+C5+1 4 1+CS+O+C5+1 4 Custom 17.641-19.397 1+02+3+C2+1 2 1+C2+3+C2+1 2 14C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 41 1 C3 96' Y Y 10.398•24.360 1+C2+3+C2+1 2 1+C2+3+C2*1 2 1+C2+3+C2+1 3 1+C4f4+C4*1 4 1+C4+4+C4+1 4 1+C4*3fC4+1 4 }n o O +- a-t-Y Y-Yi-1S 24.381.31.041 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 O N NO 0 120' Y-%-Y 29.e41.32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 21C4+4+04+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 O $ c1c _ Y-Y% 32.616.39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2*3rC2+2 3 2+C4+3+04+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 Z 140' Custom •• -39.541 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+04+2 4 2+C4+3+C4+2 4 U V d °xo/0 Anchor Group B Anchor Group D i-Z 'ON onto 35-1l4' Y-Y-Y 11.391-11.391 1+C2+0+C2+1 2 1+G2+D+C2+1 2 1+C2+0+C2+1 3 1+CZ+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2f1 2 1+C2r0+C2r1 7 1fC2+O+C2+1 4 1+C2+0*C2+1 4 1+C2+0+C2+1 4 O j 36- %-Y-Ys 12.308•12.309 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 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2r1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 O Z rWWA co 45-1I8• Y•Y-Y 11.391-13.397 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C4+O+C4+1 4 1+02+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 J LL Y-Y-Y 13.398-14.683 1+C2+0+C2+1 2 1+C2+D+C2+1 2 14C2f0+C2+1 3 1+C3+0+03+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 21+C2+0+C2+1 2 1+C2+0+C2r1 3 1+C3+0+C3+1 41+C3+0+C3+1 4 1+C3+O+C3+1 4 co Y-%-Y 11.391•12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C3+O+C3+1 4 1fpfO+C3+1 4 1+174+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+03+1 4 1+C4+0+C4+1 4 ~ W 47.1l4' J Y-Ys-Y 12.298-15.55E 1+C2+O+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+03+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C2+0+C2+1 2 1fC2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+D+C3+1 4 1403+0+C3+1 4 1+C3+O+C3+1 4 ® 1 Custom 11.391-12.018 14C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+0♦C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C4+0+C4+1 4 w 52-1/8• Y.Y-Y 12.017-13.397 1+C2+0+C2+1 2 1+C2+O*C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+04+0+C4+1 4 14C4+0+C4+1 4 1+C2+0+02+1 2 1+C2+O+C2+1 2 1+C3+0+pr1 3 1+C3+0+C3+1 4 1+04+0+04+1 4 1+C4+0+C4+1 4 00 J Z Y-Y-Y 13,388-17.016 1+C2+O+C2+1 2 1+C2+O+C2+1 2 NC3+Ofpf1 3 t+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+O+C4+1 4 1+C2+0+C2+1 2 1+02+O+C2+1 2 1+C3+0+C3N 3 1+C3+0+C3+1 4 1+CA+D+C4*1 4 1+C4+0+C4+1 4 P C3 f¢- °I°ss Custom 11.381-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+p+1 2 1+C2+2rC2+1 3 1+C3+2+C3*1 4 1+C3+2fC3+1 4 1+C4+2fCq+1 q 0 Z e0 O N u7 m Y-Y-Y 13,398•18,380 1+C2+2+C2+1 2 1*C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 4 1+p+2*C3+1 4 1+G4+2rC4+1 4 1+C2+1+C2*1 2 1*1x+1+C2+1 2 1+G2fi+C2r1 3 1+C3+1+p+1 4 1+C3+1+p+1 4 1+C4+1+C4*1 4 _ Y-Y-Y 15.381-19.641 1+C2+O+C2+1 2 1+C2f0+C2+1 2 1*p+0+pf1 31*C-0fpfCq+1 41+C4fO+C4f1 4 1fC6+0+C5+1 4 1fC2+0+C2N 21+C2+O+C2+1 21fC3+0*pr1 31fCq+O+CA+1 41*CA+O+G7+1 4 1+CS+O+C5+1 4 �¢ Of Custom 11.391.13.397 1+02+3+C2+1 2 1+C2+3*C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1+04+3+04+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 ¢ _ _ 75' Y%-y4 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+C4f3+04+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2*1 2 1+C2+2+C2r1 3 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 c1f7 •asap ssu°5 Y-Y-Y 19.111-24.641 1+C2+0+C2+1 2 1+C3+0+03+1 2 1+p+0+C3+1 3 1+C4+0+04+1 4 1+C5+O+C5+1 4 1+C5+O+C5+1 4 1+C210+02+1 2 1+03+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C5+D+C5+1 4 1+C5+0+C5+1 4 `71111111 f i f///// Custom 17.841-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+p+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+04+4+C4+1 4 1+C4+3+C4+1 4 �� NY LYNN 96• Y-Yi•Y 19.398-24.360 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C4+4+04+1 4 1*C4+4+C4+1 4 1+C4+3+C4+1 4 1+C2r2+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+04+1 4 o'�ICENSC Ys-Y-Yi 24.361-31.641 2+02+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4r3+C4+2 4 2+C4+3+04+2 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+02+2*C2+1 2 1+C2+2+CZ+1 3 1+Cq+2+04+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 : Q•:' '.tn� Y"Y+-Y 29.641.3Z518 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2f2 3 2+C4+4+C4+2 4 2+A*4+04+ 4 2+C4+3+C4+2 4 * No.58705 12(' Y-Y% 32.516.39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+r,4+2 4 2+C2+2+C2+2 2 2+C2f3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C3+2 4 2+C4+3+C4+2 4 2+C4+2+C4+2 4 _ *r 14T Custom •• -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+02+4+C2+2 3 2+C4+4+C4+2 4 2+04+4+C4+2 4 2+C4+3+C4+2 4 2+C2+3+C2+2 2 2rC2+3+C2+2 2 2+C2*3*C2+2 3 2+C4+4*C4+2 4 2+CA+q+G1f 4 2+C4+3+C4+2 4 '•�, �// z� NOTES: SEE TABLE 16 FOR DESIGN PRESSURE O,�'., STATE 1)FRAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3A). ��(��'••'c�ORIDP,.••' WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. i//s� NG`�� GLASS TYPES 10.12 814.16 "MIN.SASH SIZE= 2 2)FOR SIZES NOT SHOWN,ROUND Me TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE ///ON*, E MAY NOT SE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. //f I f I 1111111 J•CHANNEL OR INTEGRAL 4)"1/4-112.1/4'AND"1/3-IM-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,RE FIN FRAMES IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.N 58705 TABLE 28: Bill of Material # Part# Description Material �3.6100" --�I 3.600" 3.600" 3.500" 1 620121 Frame Head,Sill and Jambs-J•Channel PVC �� •062" I -�f+- 'p62" -��- •p62" -.I�- .062' 2 620123 Frame Head,Sill and Jambs-Flange PVC IrL�(I 0 3 620123 Frame Head,Sill and Jambs-Fin PVC 0 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC 13 620172 Anti-LiftInsert/Tdm Cover PVC 2 445• �n 2.445" 2.445' 2.446" 14 62013 Fixed Meeting Rail PVC c 1EV ELP❑❑� ❑� 15 620158 Track Insert 8083 TO All 16 62D12929 Sash Rail(Sides,Top&Bottom) PVC 17 820188 Monorail 6083 TO All 828 J-CHANNEL •825" TF7FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 820158 Pull Roll Interlock 6083 T6 AI 1.376' O FRAME H8 JAMBS FAD,SILL (� D,SILL& 1.375' O�B3SILL& O�DSILL& 20 620144 Pull Rail Interlock Cotter PVC j i 21 620150 Light Sash Reinforcement 6063 T8 All 1 22 820161 Standard Sash Reinforcement 6083 TO At 1.872' 23 620152 HD Sash Reinforcement 6063 T6 At 24 820153 Standard Meeting Rail Reinforcement 60D5 T5 Al r 1.607" �{ � 1.437' h- 25 620154 HD Meeting Rail Reinforcement 6005 T5 Al I 1.630" I I 2.100" 2,176^ 2B 820165 H.D.Holz.Roller Meeting Rall Reinforcement 6005 T5 All .772" �6^ 0 0 I 1.020' 1.375" �i--II 27 710X114PPA #10 x 14/4"PH.PH SDS(Monorail Screw) 410 SS 1 j .590" q71• 28 61719 Weetherstdp,.187"x.270'Fin Pile T 066" -►� 1.231- -L�LLL '080„ _.I� 1.000" 1�+- T .0��70��f 060" 29 81719 Weetheratrl ,.187"x. Poly Pile 30 #8 x 1`Ph.PH SDS(Interlock MouCK LIFT RAIL LIFrRAIL nting Screw) 410 SS 13 &TRANTIIM COVER 14 FIXED MEETING RAIL 15 NERT 18 SASH RAIL 1s INTERLOCK 20 INTERLOCK COVER 31 78X312PPA #8 x 3.1/2"Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS 32 71869SP Meeting Bell Screw Support Plate 6063 T5 AI 33 720187 Weep Hole Cotter PVC 300' �.( 318' -�I I+r �{� .070'� �r 1 100, 34 720187 ;Installation Screw Hole Plug PVC .eea^ 176" u I � I�,�1rJp1 050' �I 37 720199 AUTO Lock C Steel ,760^ .754" 716 ,716' 38 720199 Sweep Lock Cast Zinc o �If r+JJ UJ#�IIT 39 720198 Auto Lock Cover Assembly Cast Zinc 026° -� 035• -�+-� -►{ t.tes .060 f 40 #8%1-1l8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 72 LAMI 10 B0 ROLLED 81 EXTRUDED 21 LIGHT SASH REINFORCEMENT O SASHSTANDARDI 41 720200 Auto and Sweep Lock Keeper Cast Zinc O BEADING O SCREEN FRAME SCREEN FRAME O REINFORCEMENT 42 78X34PPA #8 x 314"PH.PH SDS(Keeper Screw) SS 43 7612FPTX #6 x 1/2"FPH Tek Reinforcement Screw) SS 1 070^44 Leadstlie Top Comer Key Nylon 1 fs4" 1 -j l� , }- 1 1e2" 1.1e2• 2e0' 45 Leadatlle Bottom Comer Key Nylon /--� 46 Lockstlie Top Comer Key Nylon LJ �070' ,791" 1.036" 1 041. 070• osa•1.041" 1.226' 47 Lockstile Bottom Comer Key Nylon .810" 1 .130" 48 7202D4 Wheel A60" T( 1.331" i+- L L 164" 074" Nylon � -►{ 1.340" �-+- -►� 1.340' [•�- 72 620135 Lem].I.G.Bead PVC HD SASH STANDARD HD MEETING HD HR MEETING 17 74 Backbedding,GE 7700 or Dow 791 Cr Dew 983 Silicone 23 REINFORCEMENT 24 MEETING RAIL 26 RAIL 28 RAIL MONORAIL 75 71084/5 Setting Block Q/8°x 2"x 1/B'),85+/_5 duro. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT PRODUCT REVISED an camelyIng with the Florida 80 81011 Roll fanned Screen Alum Building Coda 81 81012 Extruded Screen Frame Alum �` N�LYN/y r��p R°`t°to"° NOA-No. 20-0406.01 �� ,.•• /L1/ �i� C)ADDED BACKBEDDING. Expiration Date 09/2412025 B2 ExtNdedScreenSpreedarBer Alum `=•t�.•'1,10ENSe'•Z,!� . AK-03127/20 83 47042W Screen Comer Key w1th Pull Ring PVC J Q,r By 7 84 47041WICKGLB Screen Corner Key No Pull Ring PVC *: No.58705 , *_ Miami-Dade pro uet Contra 85 1 7CASPM 17enslon Spring SS ® _ 86 e1818C48 Soreen Cloth Fiberglass G / = 1070TECHNOLOGYDRIVE WIND W EXTRUSIONS&BOM J RO OWSKI 87 61635/61614 .140'ScreenSpline(Machine/HandRolled) Vin I %gyp', FEAT P,•'(V N.VENICF,FL34276 71t(e: NOTES: �i��s'•.F,�ORIOP•.• G=�� (aa1}4so-18°° HORIZONTAL ROLLER 05/15/15 1)ITEMS p 6.12,19,35,38,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. ��rij�/ANAL ��`` Sedae/Model: Seale: SAeeC Diuwlrg No, Rev.2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD„TO BE LABELED FOR AAMA EXTRUDER CODE. A L�dr1 MILL�d,P.E HR-5510 NTS 17 OF 18 MD-HR5510-01 C P.Efl58705 REGISTRATION �+ 18 SASH TABLE 29: ASSEMBLY Egress Lock Bill of Material MITEREDFRAMEWITH 44 # Part# Description Material 1 INTERIORAND EXTERIOR DETAILS O FRAME WELDS 100 7MC7024 Multi-Point Lock Operator Cast Zinc 42 105 ® 101 73340 Operator mounting Plate Steel 16 102 72015 Multipoint Look Keeper Aluminum 31 103 720214 Multipoint Lock Guide Nylon 48 ATTACHED TO 32 EXTERIOR SASH RAIL 104 22021T-Y11 Tie Bar(Length Vedas) Stainless Steel 1 [? 105 71024X12HFX#10 x 1/2'HH MS Stainless Steel I08 78XIFPAX #8 x 1-Ph.FH SMS Stainless Steel 72 X4 F107F 78X75FPTX 1#8 x 3/4'Ph.FH SOS I Stainless Steel 19 Q 17 ATTACHEDTO >< 103 30 FRAME JAMB 27 + EGRESS LOCK 16 ' `•++ 37 DETAILS ++•� 40 (NOT TO SCALE �39 88 63 ORO 42 f'f 104 87 OPT,AUTO LOCK 85 i 46 �`\ 20 ATTACHED TO PRODUCT REVISED 48 FRAME JAMB 106 Building Codawith the Florida NOA-do. 20-0406.01 42 16 \+` O 101 Expiration Date OJ/24/2025 82 107 B Mlam a e Product Control OPT. 72 �\• 36 102 X4 `+ 40 41 47 ATTACHED 81 42 1 OFT.SWEEP LOCK FRAMEJAMBO BO OR 16 0 1070 TECHNOLOGY DRIVE MITERED FRAME WITH © N.VENICE, FL 34278 1 INTERIOR AND EXTERIOR 100 (941)-00-1600 FRAME WELDS SCREEN IIIIII Opt REGISTRATION #29295 ASSEMBLY ;�. �ON�aFrles M/`' Ra CKN O CZ AZO ES THIS SHEET. DETAILS *; No.58705 *C 33 — — Deoa/p8on: Drawn 6,Y: 63 OR 84 EXTERIOR FRAME •' � .�11FZp:+•�� EXPLODED WINDOW VIEW J ROSOWSKI ., ASSEMBLY ,%O,� sss�rrrtrrr R DP ',\=tv` use: 0 /HORIZONTAL ROLLER-LM 516/15 Noyes: DETAILS : S �tJ . 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY, ® \ �rI//�O/�/AL. ��`` SedmlModaL• Snob: sshaft: omwtrp r.w Re 2)J•CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. ALYFlWii'ILL�`P.. HR-5510 NTS 18OF18 MD-HR5510-01 C 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6.8. P,E#59705