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Home My WebLink AboutProduct Approval EVIEWED R •(; RECEIVED K-� � DE COMP_ FILE � COPY FEB 1 2022 „ :r�rtl�CE COUI�`�`�E SOCC MIAMI- E fit.4uoie county MIAMI-DADE COUNTY R071 ilia PeyM'l ing PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy PGT Industries,Inc. Z 2— 1070 Technology Drive North Venice,FL 34275 Z� Z— D�'v� SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-5510"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-HR5510-01 titled"Horizontal Roller-LM", sheets 1 through 18 of 18,dated 05115115,with revision C dated 04/02/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#17-0411.08 and consists of this page 1 and evidence pages E-1,E-2, E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No.20-0406.01 MIAMICADE COUNTY Expiration Date: September 24,2025 Approval Date: August 27,2020 08/27/2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD-HR5510-01 titled"Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05115115, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.17) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15-0903.10) Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.01 Expiration Date: September 24,2025 Approval Date: August 27,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4'. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 16-1117.01 issued to Kuraray America,Inc.for their"Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. 2. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 3. NOA No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/18. 4. NOA No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/20. 5. NOA No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014) and FBC- 611 Edition (2017), dated 08/02/17 and Statement letter of no financial interest, dated 03/31/17issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.17) 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. (Submitted under NOA No.15-0903.10) G. OTHERS 1. NOA No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510".PVC Horizontal Rolling Window-L.M.I., expiring on 09/24/20. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.01 Expiration Date: September 24,2025 Approval Date: August 27,2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Drawing No. MD-HR5510-01 titled "Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05115115, with revision C dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries,Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-61h Edition (2017) and FBC-71' (2020) dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. NOA No. 17-0808.02 issued to Kuraray America,Inc. for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA, for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 03/08/18, expiring on 02/28/23. 4. NOA No. 20-0203.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/27/20, expiring on 04/16/25. �, Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.01 Expiration Date: September 24,2025 Approval Date: August 27,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 5. NOA No. 20-0203.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/27/20, expiring on 04/16/25. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-611 Edition (2017) and FBC- 71'Edition (2020), dated 03/27/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/27/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. NOA No. 17-0411.08, issued to PGT Industries, Inc. for their Series "HR-5510"PVC Horizontal Rolling Window-L.M.I., expiring on 09/24/20. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.01 Expiration Date: September 24,2025 Approval Date: August 27,2020 E-4 2-5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEET6� �+- 12-3/4'MAX.O.C. VARIES PER REINFORCEMENT LARGE R SMALL MISSILE I-_ LEVEL,SEE SHEETS IMPACT 8-8 RESISTANT B'MAX' -� - SHEET3 r 1-1/4' SEE SHEETS j MAX' SEE D•SEE 2-5 ANCHORS,SEE CLUSTER 1 � SHEET4 DETAILS SHEET 15.85' 18.94'MAX O.C. SEE A � 10'MAX j 8•MAX. I-.-� MAX.O.C. B.SEE SHEET 3 1 -� r'SHEET 3 e I C.SEE 10'MAX. SHEET 4'� I i C E,SEE r I 19' 76' SHEET3 EQUALLY / / MAX.O.C. MAX 72' E SPACED -7- BUCK ATABLES PER + HEIGHT a I g MAX. EQUALLY 63' TABLES / I I SPACED MAX. HEIGHT ANCHORS PER BUCK SEE / / TABLES 23-27 HEIGHT J SHEETS 9.16 I 15.6T O X O X I X O X MAX.o.c. - B'MAX - - 8'MAX _ - SEE SILL `•• SEE SILL W DETAILE� 4'O.C. 3'MAX WE--PHOLE 4'O.C. I 3'MAX SEE SILL v . DETAILS. DETAILS VVE B I as% 4 O.C.BETWEEN SHEET3 BETWEEN ---► -� SHEI BE'iWEEN DETAILS, 3'MAX. HOLE 75'MAX.BUCK WIDTH EPHOLES D SHEET 3 WEEPHOLES 75'MAX.BUCK WIDTH 140'MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES/STANDARDS USED: •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2D17 FLORIDA BUILDING CODE(FBC),6TH EDITION •ASTM E13OD-09 1)THIS PRODUCT HAS BEEN DESIGNED 3 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSVAFBPA NDS-2018 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 3(r IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. •ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI SIDO-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 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). GENERAL NOTES.........................1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1 SHOULD BE SEALED.OVERALL 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.FLANGE 3 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300. EQUAL LE FLANGE IBOX................3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. 8 INSTALLATION. J-CR N INTEGRAL ..................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 DETAILSEL........_........_..4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS DESIGN PRESSURES...................6-8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE ANCHOR QUANTITIES.......__......9-16 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, AN EXTRUSION Q PROFILES 8 BOM....9- 10)REFERENCES:TEST REPORTS FTL-8072,8073 8 8074;ELCO ULTRACON NOA;DEWALT ULTRACON+NQA;ELCO/DEWALT CRETEFLEX NOA;ELCOADEWALTAGGRE-GATOR NOA;ENERGI WINDOW AND DOOR ASSEMBLY.............................-.17 PROFILES,LTD WHITE 8 BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAFBPA NDS 8 ALUMINUM DESIGN MANUAL 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL PRODUCT REVISED ss comp)yIng with the Florida USER INSTRUCTIONS: i u u l BuIldinB Gods 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. �� i7yp�; NOA-No. 20-0406.01 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION OX,XO,XOX,SIZE,GLAZING OPTION FROM ABLE 1 AND �� Y LYN %� ( ) (f ) ` �N•••••••N2i C UPDATED TOFBC2020, `r / ) Expiration Dab 09/2412025 REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING '� ••LICENSE'•.�(� REVISED ANCHOR TYPE i TABLES 6-16(SHEETS 6A).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING '• 013TAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET TO HELP FIND THE APPROPRIATE TABLE Q.' ••.P TABLE By 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3ON SHEET2 ACCORDINGTO THE INSTALLATK)N No•58705 AK-032720 Mlsmi-Dada Product Control jnf I CONDITIONS. *-_ QD 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHOR/SUBSTRATE WILL MEET -O'� _ 13➢or++• Down ar. REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THATALL MIN.REQUIREMENTS FROM THIS SHEET L 0 �� 1070 TEC1940LOGY Dti1VE GENERAL NOTES BELEVATION JROSOWSKI SET ARE MET. O 1_TA OF ••4 N.VENICE,FL 34275 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. F<ORIDT;.••' (841}I80.1B00 n5 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. �i�S C�� HORIZONTAL ROLLER-LM 05/15/15 � SZOlim �NA1L1 E-N�`� NOTE DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A LL NIM1O A"�w P.E. SeI-HR-5510 NTS 1 OF 1$ M HR5510-01 C INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE B ON SHEET 2 P.E.Y 58705 REGISTRATION N29288 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed from Exterior to Interior) Frame Glass Type 'A=ANNEALED Types Options Installation Substrate Option Detail Sheet 5 7/8"Laminated I.G.:1/8"A Exterior Cap+7116"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Intedayer "H=HEAT STRENGTHENED (see Fig e) (see Table 1) Conditions T=TEMPERED 6 7/8'Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+5116"Laminated;(2)Utes Of 1/8"A Glass with.090"PVB Intedayer 'PVB"=.090'TROSIFOLO PVB Through the Into 2X Wood Fmme/Buckstrlp-sheet 4,option 5 7 7/8"Laminated I.G,:3116"A Exterior Cap+3/8"Air Space+5116"Laminated;(2)Lites of 1/8'A Glass with.090"PVB Irtedayer- BY KURARAY AMERICA,INC. JLhanrrel 5A Integral In...... ....Into Metal-sheet 4,option 8 8 718"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5116"Laminated;(2)Utes of 1/8'A Glass with.090"PVB Intedayer 'SG'=.o90"sENTRYGLAss (#1) Through the frame ....Into 2X Wood Fmme)Buckstdp-sheet 4,option 6 INTERLAYER BY KURARAY of the wlndow...... ....into Metal-sheet 4,option 7 10 7/8'Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.090"SG Intedayer AMERICA,INC. Into 2X Wood Freme/Buckstdp-sheet 3,option 1 11 7/8"Laminated I.G.:3116'A Exterior Cap+318"Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.090"SG Intedayer Flange NI Through the frame ....Into Concrete/CMU-sheet 3,option 2 12 7/8'Laminated I.G.:3/16'T Exterior Cap+318"Air Space+5/16'Laminated;(2)Lites,of 1/8"H Glass with.090"SG Intedayer (#2) ofthe window...... ,,,,through IX Buckship into Concrete/CMU-sheet 3,option 3 GLASS TYPES 5,7,11 8.15 ....Into Metal-sheet 3, do 14 7/8'Laminated I.G.:118"T Exterior Cap+5/1G Air Space+7/16"Laminated;(2)Lites of 3/1G A Glass with.090"SG Intedayer option 4 MAY NOT BE USED IN THE 15 718"laminated I.G.:3116"A Exterior Cap+1/4"Air Space+7/16"laminated;(2)Lites of 3/16"A Glass with.090"SG Intedayer HVHZABOVE 3U. Through the Into 2X Wood Fmme/Bueks6lp-sheet 4,option 5 16 7/8'Laminated I.G.:3116"T Exterior Ca +1/4"Air S Integral Fin Integral in....-. Into Metal-sheet 4,option 8 p pace+7/16"Laminated;(2)Lites of 3/16°A Glass with.090'SG Intedayer5-8 SEE SHEET 8,TABLE 5 FOR GLAZINGIDESIGN PRESSURFIANCHORAGElNDEX (0) Through the frame ....into 2X Wood Frame/Buckstrip-sheet 4,option 6 ofthe window...... ,,,.Into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Min.Edge Min. Material Min.Fy Min.F„ Box/ Through the frame ....Into Concrete/CMU-sheet 3,option 2 Group Anchor Substrate 'MIN.OF 3 Equal All Distance Embedment THREADS Steel Screw 92 ksi 120 ksi (#4) of the window...... _,_,tilrough iX Bucksbip Into Concrete/CMU-sheet 3,option 3 #10 SMS P.T.Southern Pine(G=0.55) 7116" tal8" BEYOND THE 18-8 Screw t�ksi 95 ksi ....Into Metal-sheet 3,option 4 Steel,A36 3187 0.050' METAL 410 Screw 90 ksi 110 ksi (steel,18.8 S.S. Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga.) SUBSTRATE' or 410 S.S.) ElcdOaWalt Aggro-Gator@ 57 ksi 96 ksi A Aluminum,6063-75' 318" 0.050' Elm UltraCon® 155 ksi 177 ksi 3115"steel Uhmmn or P.T.Southern Pine(SG=0.55) 7116' I've" � ED FIGURE B:FRAME TYPES CMU`'VALUES 3116'DeWati UhmCm+® 117 ksi 164 ksi Ultracon+ Concrete(min.3 ksi) 1" 1318" MAY BE USED 1/4"DaWah UltraCoM® 148 ksi 164 ksi 3116"steel UOmmn Ungmuted CMU,(ASTM C-W) 2-1/2- 1-114" FOR GROUTED 410 SS Elco/Dewah CreteFWxO 127.4 ksi 189.7 ksi 3/16"steel Ultmcon+ Ungrouted CMU,(ASTM C-90) i' 1-1/4' CMU 6063.75 Aluminum 16 ksi 22 ksi P.T.Southern Pine(SG=0.55) 9116' 1a/8' APPLICATIONS. 2 4 0 #12 SMS A36 Steel 36 ksi 58 ksi (steel,18A S.S. Sty'A36' 316" 0'050" Gr.33 Steel Stud 33 ksi 45 ksi Steel Stud,A653 Gr.33' 3B' 0.0451"(18 Ga.) BOX OR or 410 S.S.) B Aluminum'6063-W 3111" 0.063" INSTALLATION NOTES,SEE SHEETS 3 84 FOR ILLUSTRATIONS: 1-JE EQUAL- 1/4'steel Ultmmn or P.T.Southern Pine(SG0.55) 1" 1318• LEG Ultmmn+ 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 114"steel Creteflex P.T.Southern Pine(SG=0.55) 1' I've" 2 8.3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1/4"steel AggnW-.,dot P.T.Southern Pine(SG=0.55) 1' I-us" ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE Concrete(min.Z85 ksi) 1" 1-V4" WINDOW. 114'steel UBmcon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, C 1/4'steel Ultracon+ Concrete(min.3 ksi) 1-3116' 1.T14' THIS.SHEET.ALL WOOD BUCKS LESS TFt/W 1-12'THK:KARE TO BE (1 L/ (3 /p Ungrouted CMU,(ASTM C-90) 1' 1-114" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF (D �J 1/4'steel Creteflax Concrete(min.3.35 ksi) 1' 1-3/4" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED INTEGRAL 1/4"steel Uflramn Concrete(min.2.85 ksi), 2-112" 1,V4" AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) J-CHANNEL FIN 1/4"steel Ultmco n+ Concrete(min.3 ksi) 2-1/2" 1-3/4• SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE 114"steel Ultra Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE D 1/4'steel Creteflez Concrete(min.3.35 ks) 2-12' 13/4" RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT o 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) '1-12" I've" OPENING)IS MEASURED FROM BEADING TO BEADING. Grouted CMU,(ASTM C-90) 2' 2" PRODU1yCIT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building ut 4 ng Code�h the Fforida Group Anchor substrate Min.Edge Min. ``�1 LYN //7j Raabkm- NOA-No. 20-0406.0'1 Distance Embedment' `�� pN......,N'If ��i C)REVISED ANCHOR TABLE, F_xplrodonD`ate09/24/2025 E 2-12'x.131'Common Nail P.T.Southern Pine(SG=0.55) 318' 2-7/16' � 1,10ENSF•'•:(�:' CORRECTED TABLE 4. By U J. 2-12'Rirq•ehank Roofing Nall P.T.Southern Pine(SG=0.55) 3l8' 2-7/16" T:, ••,� AK-0327/20 MlamiDade Product Control P.T.Southern Pine(SG=0.55) 12' 1-2118" *; No.58705 *- #1 Tnl SMS Aluminum,6063-T5' 3/8' 0.050' _ ® Dea Vilorc Drmm W. (steel,l,18-8 18$S.S. Steel Stud,Gr.33• 318' 0.0451'(18 Ga.) --O or410 S.S.) (�/ 1070TEciwaOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36` 3/8' 0.050' THREADS3 ��O•••. SAAOF 0 :•.((/�: N.VBBCE,R.34275 Data:- P.T.Southern Pine(SG=0.55) 9118" I-ws' B[l'OND THE '•.'OCORIDP`.•'• \�� (94IM80.1600 Tww #12 SMS %C� NG�. HORIZONTAL ROLLER-LM 05/15/15 Aluminum,6063-T5' 31W 0.D63' METAL i is (steel,r41 S.S.)S.S. Steel Stud,Gr.33' 3/8' 0.050' SUBSTRATE '77is�ON_ii.�a1A�`LLLL1SA,``` �i�-/: scat,: Sheet Dmaing No. Rein. Steel,A36• 3!8' 0.05T A LYNiJlmrutie,P.E HR-5510 NTS 2 OF 18 MD-HR5510-01 C P.E#58705 REGISTRATION1112M INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 R 22 OR 23 ANCHORED THROUGH FRAMEAND IX INSTALLATION EMBEDMENT AND EDGE BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 OPTION 4 SEE SHEETS s e DISTANCE PER SUBSTRATE, SEE INSTALLATION NOTES SHEET 2 ( ) SEE NOTE 2,SHEET 2. ANCHORED THROUGH TYPICAL FOR ALL SEE TABLE 2,SHEET 2. "XO'OR"OX"SASH 1/4"MAX SHIM ANCHORED THROUGH EDGE DISTANCE FRAME INTO METAL EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCI(STRIP. 1/4'MAX.SHIM 19 16 30 16 29 28 SEE NOTE 2,SHEET 2. Q 1 13 FLANGE EMBEDMENT S10 OR M12 STEEL 20 40 OPERABLE EDGE (� SASH FRAME � SMS(GS),SEE u 3739 DISTANCE � - - SHOWN O TABLE 2,SHEET 2. 0 2 �1/4'MAX SHIM FIXED 41 0 0 ❑ 0 •_ _ rMB ANCHOR TYPE, EMBEOMENTAND 13 LITE o I VISIBLE EDGE DISTANCE PER �❑ ---��'111 LIGHT WIDTH �❑ SUBSTRATE,SEE " TABLE 2,SHEET 2. 72 A U ' 85 87 DADE APPROVED MULLION, 29 FBC COMPLIANT O0 1 VISIBLE I 42 EXTERIOR 0 ALUMINUMISTEEL FRAMING FLANGE LIGHTWIDTH IT"'FF OR STEEL STUD.MAY BE FRAME 72 1q f�_ 4 EQUAL VISIBLE FIXED VERTICAL OR HORIZONTAL SHOWN 24 OROOR 26 �J LEG (1)AT MID-SPAN OF INTERLOCK LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR ALL FRAME ®(1)3-1/2"FROM EACH SASH HEIGHT TABLE 2,SHEET 2 'XO"OR"OX"FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILESIRAILS 29 HORIZONTAL SECTION A-A(OX) 28 22 R 23 HEIGHT EXTERIOR 30 16 19 16 (SEE SHEETS 7-8)TYPICAL 4 FOR ALL'XOX'SASH OPERABLE OPERABLE 40 20 OPERABLE SASH SASH VISIBLE SASH ice;,o _ 3739 21 OROOR 23 LIGHT ❑ �; ' I I I I (SEE SHEETS 6-8) HEIGHT TYPICAL FOR Lam' 'i L „-+1 IL ALL SASH 16 I 41 FIXED - VISIBLE 1 _o LITEo VISIBLE 1 45 47 LIGHT WIDTH fff� LIGHT WIDTH 81 '�-�7 29 FLANGE WEEP OPT. 29 Q1' 4 15 FRAME SHOWN O�L�J 87 85 NOTCHES 80 t� r-i�_!'' 3/4"X 1/4" 1-1/4'X 1/4" 3`1 OR 26 VISIBLE I _ 72 42 EXTERIOR 25 2 (SEE SHEETS 6-8)TYPICAL FOR LIGHT WIDTH fff��--O 74 �L„ 4 4 ALL"XOX'FIXED MEETING RAIL v 33 114•MAX f BUCK WIDTH SHIM HORIZONTAL SECTION E-E(XOX) EQUA`•LEG PRODUCT REVISED FRAME as comp with tl»Florida EQUAL LEG INSTALLATION AS PER SECTION A-A ABOVE SHOWN Building Coda FRAME SHOWN 1111 NOA-No• 20-0406.01 �`� NY LYNN ''� R°"°ra" INSTALLATION EMBEDMENT •��`O• CEN ��l'��i C)NO CHANGES THIS SHEET. Expiration Data0912412025 OPTION 2 ;lam AK-03127/20 B f �; y ANCHORED THROUGH No.58705 '� Mlam4-Dado Product Control FRAME DIRECTLY INTO - ^ �•- CONCRETE/CMU. EDGE - U - Wre Off— OYoan B7: DISTANCE VISIBLE LIGHT FORMULAS -� 'CCuu �= iamwcmmorwomw FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR TYPE, �% ODF;0�-•�[(/` N.VEMCE,FL 34275 ifOr . EMBEDMENT AND EDGE VERTICAL (EQUAL-CITE,XO 8 OX) �O•'. ST DISTANCE PER SUBSTRATE, (s FCORIOP,.•'•�� (941HMI 00 WnDTH:BUCK WIDTH/2-4-1/4" , G`� HORIZONTAL ROLLER-LM 05/15/15 SEE TABLE 2,SHEET 2. SECTION B-B HEIGHT:BUCK HEIGHT-7-1f4" 'ASS/ N�� '., IO�NAL E �0 A L/wdI.1'1aa'P%.E HHd-lR 5510 NTS OF 18 MD-HR5510-01 C P.Ep 58705 REGISTRATION 111 296 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO ZX OPTION 7 21 OROOR 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 FIN/FLANGE REMOVED) 'XO'OR"OX'SASH O WOOD FRAME OR BUCK- 18 29 STRIP.SEE NOTE 2, EDGE 1/4•MAX.SHIM 19 16 30 2g EDGE 20 OPERABLE SHEET 2. DISTANCE 13 43 J-CHANNEL 010ORN12STEEL 40 SASH DISTANCE FRAME SHOWN O 1 SMS(GS),SEE 37-39 - 1 TABLE 2,SHEEf 2. -if 1 28 TYP.ANCHOR TYPE, T1/4•MAX SHIM FIXED 41 i - EMBEDMENTAND I EDGE DISTANCECE PER LITE1 �❑ TYP.ANCHOR TYPE, FIN AND/OR o .- VISIBLE I _ SUBSTRATE,SEE �J EMBEDMENT AND EDGE FLANGE MAY BE I LIGHT WIDTH ff TABLE Z SHEET 2. DISTANCE PER SUBSTRATE, REMOVED IN-FIELD I�JL�1 (SCREW SHOWN) 72 SEE TABLE 3,SHEET 2. FEE'-- o i' 85 87 I^� FIN O13 FRAME DARE APPROVED MULLION. 0 ,f VISIBLE 42 0 SHOWN 29 FBC COMPLIANT -I LIGHT WIDTH EXTERIOR ALUMINUM/STEEL FRAMING 72 24 OR 25 OR 26 14 V 3 VISIBLE OR STEEL STUD.MAY BE FIXED VERTICAL OR HORIZONTAL (SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, 'XO"OR'OX"FU(ED MEETING RAIL HEIGHT TABLES 2 8 3,SHEET 2 BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 22 OR OPTION e (SEE SHEETS 7-8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL 28 29 30 16 19 18 ALL"XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE 40 20 OPERABLE 43 SASH HEIGHT T o SASH 37-39 SASH o #100R612STEEL VISIBLE r-� SEE - 21 OROORO 2.LIGHT OPERABLE , ,j SMS(G51� ' TABLE Z SHEET (SEE SHEETS 6-8) HEIGHT SASH v�. TYPICAL FOR 41 ALL SASH 16 �I��I(fI��I FIXED 1—lu VISIBLE o LITE o I VISIBLE 86 � 45 47 LIGHT WIDTH -��111 LIGHT WIDTH OPT. f—� WEEP 80 81 ,C FRAIN asME�,. 67 _ _ '-jL . o 0 0 0 -J� L NOTCHES 29 29 SHOWN I ��JJLLL..__JJJ 314"X 1/4" VISIBLE 2 42 EXTERIOR 25 OCR R 26 �7 LIGHT WIDTH 111�- 1-1/4•X 1/4• 3 (SEE SHEETS 6-8)TYPICAL FOR 72 14 1 J-CHANNEL FRAME 15 ALL"XOX"FIXED MEETING RAIL SHOWN 33 f BUCK WIDTH - 3 1/4•MAX HORIZONTAL SECTION C-C(XOX) PRODUCT REVISED p SHIM (1)AT MIC),SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-0 ABOVE as comp ying with the Florida FIN FRAME 43 (i)3-12'FROM EACH SASH Building Cody SHOWN T O CORNER AND(1)AT CENTER OF i t I I 1 NOA-No. 2040406.01 TYP.ANCHOR TYPE. I SASH STILESIRNLS �� ONY LYNN '�� CHANGES THIS SHEET. Expiration Date 0912M2025 EMBEDMENTAND d : ��.•'L%CENg.�/( AK-0312720 ✓�. EDGE DISTANCE PER EDGE DISTANCE QS�• '`��pS. Mlamde Product Control SUBSTRATE,SEE SEE z*: No.58705 TABLE 3,SHEET 2. -� EMBEDMENT _ k in. Do-rotrom v—W. VERTICAL VISIBLE LIGHT FORMULAS �� L :�1 1070TECHNOLOGYpjLyE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 (EQUAL-LITE,XO&OX)-LITE,XO&OX) �0�'•, a of �� L'LVENICE,FL34275 _ ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTH:BUCKWIDTH/2-4-1/4" '•:cCORIDP,.•'• (941}4B0-tsoo INTO 2X WOOD FRAME OR BUCK- ��S G.�� HORIZONTAL ROLLER-LM 05115/15 STRIP.SEE NOTE 2,SHEET 2. HEIGHT:BUCK HEIGHT-7-1/4• '�. ONAL EN�� sra.r a„n,o N. Lr„.: 1�8I 'P.E HR-5510 NTS 4 OF 18 MD-HR5510-01 C P.Ea58705 REGISTRATION d29206 SILICONE STRUCTURAL --�{ 7/8'NOM. 7/8'N 718•NOM. 7/8'NOM. POLYISOBUTYLENE 1/4'NOM. WITH DESICCANT EXT.GLASS 7a KODISPACE 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 4SG TPS 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE It 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 78.7E 76-79 7679 78-79 4RA ELT BUM sTRucTURAL GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SILI GLASS TYPE 5 3/16"NOM. DESIC7SUPER �{ 7/6'NOM. �+ �{ 7/8"NOM. �+- -1 7!8•NOM. -1 7!8'NOM. EXT.GLASPACERONXT- 5/16"HUH SG 5/16"H/H SG 5/16"H/H SG 7/16"A/ASG7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE.GLASS 1/8"T GLASS 3116"A_GLASS 3/16"T_GLASS 1/8"T_GLASS ALUMINUM a EXTERIOR a EXTERIORa EXTERIOR a EXTERIOR REINFORCEMENT 78-7a 7ea9 7s-7s 7aae 5/16"NOM. BUTYL 8 DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM EXT.GLASS O DURASEALO SPACER 1!2'NOM.GLASS 7/8•NOM.. 7/8'NOM. I{,� 76-79 BITE TYP. A I 72 74 7/16"A/A SG 7/16"A/A SG INT.GLASS EXTERIOR GLASS TYPES 5,7,11 815 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE POLYISO- DESICCANT FILL AREA 28 3/16"A GLASS 3/16"T GLASS HVHZ ABOVE 30' BUTYLENE 5/16"NOM. 29 75 SEAL a EXTERIOR a EXTERIOR GLASS TYPES 10-12 814-16 SILICONE SEAL 29 MAY NOT BE USED WITH ROLL-FORMED 1 J-CHANNEL OR INTEGRAL STAINLESS STE 7s-7e 78.7B •FIN FRAMES XL EDGE"' 7B PRODUCT REVISED EXT.GLASS SPACER GLASS TYPE 15 GLASS TYPE 16 as complying with the Florida 0 o Building Code NOA-No. 2G-0406.01 •• •�•• ONY LYNN�i%, C)NO CHANGES THIS SHEET. Expiration Data 09/24/2025 INT.GU+SS TYP.GLAZING DETAIL ;��,•'• 1.ICENgF•,l�'; AK-o3rz7l2o B Y NO.58705F"—a- D"alptic- Mlam ada Product Control 'A'=ANNEALED -• �.- Dman W. Pa Description Material IT HEATSTRENGTHENED =-O - T=TEMPERED 1070TECtR70LOGYDRNE GLAZING DETAILS J ROSOWSKI 76 Kommer6ng 4SG TPS Spacer System "PVB'=.090"TROSIFOLO PVB BY KURARAY AMERI p Z.Z.17 Z N.VENKF,FL 34275 77 Quanex Super Spacer nXr with Hot Melt Butyl See thin "SG'_.090"SENTRYGLASO INTERLAYER BY KURARAYNC. O.[� OF •�: (1741)481L1800 7MW Dcle sheet Ior .t RIOA..•' HORIZONTAL ROLLER WINDOW-LM 05/15/15 78 Quanex Dureseal Spacer AMERICA,INC. •lr •...... G\ 79 Cardinal)L Edge Spacer Materials FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, Srhe/lbdee Sod4, SMet Drodrro Ni Rn: REFERENCE TEST REPORTS:FTL-8717,896888970 SHEET2 ALS'NN NBL P.E HR-5510 NTS 5OF 18 MD-HR5510-01 C P.Ea 58705 REGISTRATION#29298 TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Max. Max. Glass R.W. Design Pmasum And—Quantity TABLE 6: TABLE 7: cO"�. Wdth Haight Type Level Glass TYI� Design Pressure pl shf) Glass Types Design Pressure Obste) Table0 S Itt Tablett tt 5-8 torXOorOXYlfindows 5.8 forXOorOXWindows 54' 1 6 6 17 6 54' 5-8 2 7 - 6 18 a Reim.Level R1 All Buck Heights up to 54' Rend Level R2 All Buck Heights up to 5V XO 75' 63' 3 e 7 19 10 or 63' 4 11 6 21 11 All Busk Widths All Buck Wdhs OX 7Z' 6-8 4 10 6 20 10 up to75" +50/SO up to75' +fi5/-70 75' 76' 10-16 1 4 12 4 12 8 Z2 11 8 22 11 14- SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 5-8 3 9 7 23 12 120' 63' 5&6 4 13 1 24 13 XOX 7&8 4 14 16 25 14 140' 63, 10-12 4 15 5 26 15 0 O 14-16 4 1 16 27 18 HEADER HEADER �— 4'MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH O 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLYTO ALL HEIGHT CLUSTER DETAIL FRAME TYPES& FRAME TYPES& CONFIGURATIONS) 0 21 CONFIGURATIONS) O 21 4-MAX.O.C. —�-I r-- EXTERIOR SILL °UEPJoR SILL 4-ANCHOR Y o CLUSTER DETAIL SASH WIDTH SASH WIDTH O o o MEETING RAIL a o o MEETING RAIL 4'MAX.O.C. —� 24 25 21 21 0 21 21 0 JAMB EXTERIOR JAMB exrEwoa rr3-ANCHOR STER DETAIL PRODUCT REVISED NOTES: as complying with the Florida 1)USE THESE TABLES FOR ALL WINDOWS Building Code INSTALLED THROUGH THE FRAME OR NOA-No. 20-MS.01 8'MAX.O.C. �yJ INTEGRAL FIN. ��v�ONY LY/ft �%� CC)NO CHANGES THIS SHEET. Expiration Data 09/24/2025 4-MIN.O.C. I I 2)FRAME DIMENSIONS ARE BUCK WIDTH AND ,`�,.•........ �� BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS cl 1,1GENyF'•,�� AK-03/27/20 By PER THE FIGURE Q:• '. MIamHDada Product Control 3)FOR SIZES NOT SHOWN,ROUND UP TO THE No.58705 NEXT AVAILABLE WIDTH OR HEIGHT ; A'_ > pram W. DIMENSION SHOWN ON THE TABLE -9 = 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES JROSOWSKI 72-LAICHOR 4)'1/4-1/2-1/4'AND'1/3-1/3-1/3•INDICATE THAT d;�='. � - N.votlt:EFL34276 ,STER DETAIL THOSE STANDARD SASH CONFIGURATIONS %Q STA rE F 711k FALL WITHIN THE SASH WIDTH RANGE IN THE ��( F(ORIDP,•''•\�� (B41NB1F1�0 HORIZONTAL ROLLER-LM 05/15/15 ADJACENT COLUMN.'CUSTOM'INDICATES s •'• ...... THAT NO STANDARD SASH CONFIGURATIONS ,`S�ONAL',ti1,��`�� s rrra/uoer: s s11..c D+chdng No. R-- FALL WITHIN THE RANGE A/LNNN Mllt1P.E HR-5510 NTS 6 OF 18 MD-HR5510-01 C P.E.tt 58705 RC-GISTRATION 029298 TABLE 8: Glass Types Design Pressure(IbsKe) 5-8 forXOorOXWindows Reinf.Le1el R3 All Buck Heights up to 63' 0 All Buck Widths +50/SO HEADER up l0 75' SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types sash Design Pressure(Ibse)for XOX O O 22 5-8 Sash Contgura0on Width Windows Reins L.1 Range On) Whldow Buck Height SASH R3 48' 54' S3' HEIGHT 351/4' %-%% 11.391-11,391 +50.0 50.0 +50.0 -50.0 +50.0 -50.0 0 O 38' %-Y,% 12.308-12.308 +50.0 50.0 +50.0 50.0 +50.0 50.0 4SVB' y-X-y 11.391-13.397 +50.0 50.0 +5o.0 50.o +5o.0 50.0 yj-%-ya 113.398-14.60 +50.0 50.0 +50.0 -60.0 +50.0 50.D 4744' Y-14-% 11.391-12 297 +50.0 Sao +50.0 -60.0 +50.0 50.0 %-%-% 12.298-15.558 +50.0 -50.0 +50.0 50.0 +50.0 50.0 E TEwai SILL Custom 11.391-12016 +50.0 50.0 +50.0 50.0 +50.0 50.0 L:J 52-v9' i_%_y, 12.017-13.397 +50.0 50.0 +50.0 -50.0 +50.0 -50.0 o y-%-y, 13,39e-17.016 +50.0 50.0 +so.o 50.0 +sD.o 50.0 m Custom 11.391-1&397 +50.0 50.0 +50.0 50.0 +50.0 50.0 SASH WIDTH 60' y_+%_% 13.398-15.360 +50.0 50.0 +50.0 -60.0 +50.0 50.0 %-%-36 15.361-19.641 +50.0 5(10 +50.0 50.0 +50.0 -MO Custom 11.391-13,397 +50.0 -50.0 +50.0 -50.0 +50.0 50.0 e o MEETING RAIL 75" %_x_% 13.398-19.110 +50.0 50.0 +50.0 50.0 +50.0 50.0 25 %-X-% 19.111-24.641 +50.0 50.0 +50.0 -60.0 +50.0 50.0 Custom 18.360-19.397 +So.O 50.0 +50.0 -80.0 +49.1• 49.1' 22 22 9E y_x_y. 19.3%-24.360 +50.0 -50.0 +50.0 50.0 +50.0 50.0 .IAMBfT OR Custom, 24.381-30.360 +so.D 50.0 +50.0 50.0 +50.0 50.0 V 120' %-%-% '• -30.360 +50.0 -50.0 +50.0 50.0 +49.1• -49.1• •+50150 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE MIN.SASH SIZE=WINDOW WIDTH-59.28 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES& PRODUCT REVISED CONFIGURATIONS) as complylmJ with the Florida 11 111111 f Building LY Code \� Rry s7om NDCNto. 20-0406.07 NN •,, ,t� .•-" �l/ �� C)NO CHANGES THIS SHEET. Fxpiratlon Dab 09/2412025 ..•' LICENSLc'•-�(� AK-03127/20 By _*: No.58705 Mlam ade Product Control *- ® Dram B!' �= NOTES: 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI N. '• 26 : tv; 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. %��•'• TE F (V\ (9 VENICE,FL 94276 T7Ba. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE, i�s•'•"ZORION•'G�� 41)46tL1600 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SAS NOT SHOWN,ROUND UP TO THE NEX WI TAVAILABLE DTH OR HEIGHT DIMENSION SHOWN ON THETABLF- �, S •• 4)-1/4-12-1/4-AND-IM-1I3.113-I1,1130T WI ETHAT THOSE STANDARD SASH CONFIGURATIONS WI THE '��0NALE��` RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WRHIN YN I I I 11111 Srb;HR-5 Scale 57rsat Droefnp No. 1M mE RANGE A LYNN MILLER P.E. HR-5510 NTS 7 OF 18 MD-HR551D-01 C P.EM 58705 REGIST}tATION Ym29e TABLE 11: TABLE 12: TABLE 13: Glans Types Design Pressure(Ibsi t)for cuss Types Design Pressure(Ibse)for Glass Typsa TABLE 10: 5"6 XO Or OX Windows 10.12&14-16 5&6 Sash Sash Design Pressure(Ibslttt)for XOX Windows XO or OX Windows Width Roint Level Conligum6on Window Buck Wight Glass Types Design Pressure(lbslR) mint Level Window Buck Height Rehlt Lmel Whudow Buck Height R4 �^9s M) 36' 46' W 63 6-8 forXO Of OX WIndOWs R4 54 Gi' R4 54' 63' 76' Custom 11.381-13.397[+65,,..D -70.0 +65.0 -70.0 +65.0 70.0 +65.0 .65.3 25-1/2' +65.0 -70.0 +65.D -70.0 +65.0 -70.0 25.1/T a65,0 -110.0 +66.0 -110.0 +65.0 -110.0 Peiult Law[R4 AN Buck Heights up to 7T S 60' -y Y 13.389-15.360 -70.0 +85.0 -70.0 +85.0 -70.0 +65.0 •70.0 28, +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 S 2S +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 An Buck Widths 9 36" .65.0 70.0 +65.0 -70.0 +65.0 -70.0 ; 3S +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 '/S-'h-Y, ts.361-19.64/ -70.0 +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 ton to 7S i5U/"`i0 " Custom 11.391-13.397 -70.0 +65.0 -69.6 +63.3 -63.3 +532 53.2 4T *65,0 -70.0 +85.0 -70.0 +65.0 -7Q0 m4T ♦65.0 -110.0 +65.0 410.0 +65.0 -110.049' +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 4S +65.0 -110.0 +66.0 -1100 +65.0 -110,0Y 75• y-%-Y 13.398-19.110 •70.0 +65.0 70.0 +65.0 -66.5 +562 •56.2 SEE TABLE 20 FOR ANCHORAGE to60" +65.0 -70.0 +65.0 -70.0 +65.0 -7Q0 60• +65.0 -110.0 +65.0 -110.0 +65.0 -33,9 %-%-Y. 19.111-24.641 -70.0 +65.0 70.0 +61.0 -70.0 +65.0 -66.0 7S +85.0 70.0 +B5.0 -70.0 +64.3• •64.3• 7S +65.0 -110.0 +65.0 -103.5 +65.0 50.0 Custom 18.380-19.397 -70.0 +59.9 59.9 +55,5 55.5 +49.1 -49.1 +651-70 FOR GU1SS TYPES 6.8 y+_yu_y 19.396-24.360 -70.0 .62.1 52.1 +56.0 se.0 +50.3 s0.3 SEE TABLE 2I FOR ANCHORAGE SEE TABLE 22 FOR ANCHORAGE CAS 24.361-3D.360 +65.00 .3 +57.057.0 TABLE 15:GlassTypes 120• y_�y - -30360 . 1 -70.0 1+59.9 59.9 1+55.5 1 55.5 1+49.1 1 -49.1 10 12 Sash D esign Pressure(Ibst1t)for XOX HEADER "MIN.SASH SIZE=WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE Sash Width Windows TABLE 14: 2 Reint Level C-figuration Range(n) Window Buck Height Glass Types R4 4s' 54' 1 63• T&8 Widh Sash Sash Design Pressure(Ibs/It2)for XOX Windows 65.0 -110.0 Custom 11.391-13.397 + .65.0 -110.0 .65.0 -110.0 Ralf.Level Configuration flange 8n) Wrdaw Buck Hagtd 1a398-15.360 +65.0 1.110.0 +65.0 -110.0 +65.0 410.0 R4 3G 48' S4' 63' %-%-Y, 15.361-19.641 +65.0 .110.0 +65.0 -110.0 +65.0 -110.0 O 23 Custom 11.391-13.397 +65.0 .70.0 +650 -70.0 +65.0 .7a0 +65.0 -7Q0 K Custom 11.391-13.397 +85.0 -110.0 +65.0 -110.0 .65.0 .110.0 60• Y.-Y,-Y, 13.398-15.360 +650 -70.0 +65.0 -70.0 +65.0 -7a0 +65.0 -7Q0 75- ++/_ % 1.1398.19.110 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 SASH `ro Y,-%-Y, 15.361-19.641 +65.0 -70.0 .65.0 -70.0 +850 -7Q0 +fi50 -70.0 19.111-24.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 HEIGHT Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 Jail +6SO 7Q0 Custom 17.641-19.397 +65.0 -110.0 +65.0 -110.0 +6SD• .104.61 7S ).-Y4-Y. 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 .70.0 F 96' %-y% 19,398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0• -109.5 23 Y,-Ye-Y. 19.111-24.641 +65.0 -7Q0 .65,0 -70.0 +65.0 -70.0 +650 -70.0 Custom 24.361-31.641 +65.1, -110.0 -110.0 +65.0 410.0 ti Custom 18.360-19.397 +850 -70,0 +65.0 •70.0 +65.0 .70.0 +65.0• -67.2 -y% 29.641-32515 +65.0 -110.0 +65.0 -110.0 +65.0• -104.6• � + 96' Y.%-% 19.398-24.360 +650 -7Q0 +65.0•.70.0 .65.01.70.0 .65.0' S8.ir ' 120' Custom 24.381-30.350 +6S0 .700 +65.0 -70.0 +65.0, -7.0 .850 •70.0 Y-%-Y, 32516-39.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 ocrEwoa SILL 120' Yl%-Y• ^ -30.350 +650 -7Q0 -0 -70.0 +BSO -7a0 +65.0• b7.2.' 140' Custom 39.641 +65.0 410.0 +65.0 -110.0 +65.0' -104.E SEE TABLE 25 FOR ANCHORAGE +65/-110 FOR GLASS TYPES 11&12 SEE TABLE 26 FOR ANCHORAGE '+65/-70 FOR GLASS TYPE 8 o ••MIN.SASH S�=WINDOW WIDTH-5928 •'MIN.SASH SIZE=WINDOW WIDTH-60.72 2 TABLE i6: Glass Types Soh Design Pressure(Ibslfts)forXOX SASH WIDTH 14-16 Sash Configuration wialh Windows SECTION DETAIL ReiiL Level Rerge(in) Window Buck Heigh o 0 R4 48' Buck 63' [) MEETING RAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +650 -110.0 +65.0 -110.0 +65.0 -110.0 26 (REINFORCEMENTS SHOWN 6(' %%% 13.398-15.360 +65.0 -110.0 +65.0 -110.0 .65.0 .110.0 IN FIGURES APPLY TOALL 23 -%-% 15.301-19.641 +65.0 -110.0 .65.0 -110.0 +65.0 410.0 23 FRAME TYPES& Custom 11.391-13.39T +650 11Q0 +65.0 -11a0 +65.0 -1093 JAMB Emop CONFIGURATIONS) GLASS TYPES I0-12&%16 i- nn o MAY NOT BE USED WITH 75- %%% 13.398-19.110 +6S0 -110.0 +65.0 1-110.0 +65.0 -1020 V J-CHANNEL OR INTEGRAL FIN FRAMES PRODUCT REVISED mYi-% 19.111-24.641 +fiSO j-11Q0 +65.0 -1140 a65.0 -1029 as comp)ying with the Florida 'S Custom 17.641-19.397 +65.0 -11Q0 +65.0 -11QO +65.0 -97.4 BulidI%Coda 1 I t I I I B.DA No. 20-04D6.01 98' Y h% 19.398-24.360 +65.0 -11QO +65.0 -110.0 +65.0 •92.0 ♦♦♦♦♦ONV L�� N /�� Rariskx: Custom 24.381-31.641 +850 -11Q0 +65.0 -110.0 +65.0 -88.4 ;♦ ,`� ��/ �� C)NO CHANGES THIS SHEET. Expiration Date 0912412025 120' Y h 29.641-32.515 a850 -110.0 +65.0 -109.8 +65.0 -84.3 �S\:'• 1.10ENSF AK By h-%-Yi 132516-39.641 +65.0 -110.0 +65.0 -1050 +65.0 •80.8 No.58705 Mt-mi-Dade Product Contnal *. 7r- ® _ 140' Custom -34641 +650 -110.0 +65.0 -1050 +65.0 -80.0 W. NOTES: SEE TABLE 27 FOR ANCHORAGE ��L7 (�/Z •��\ 1070TECHNOLOGYDRIVE DESIGN PRESSURE JROSOWSKI y1rA/ 6�D N.VENICE,FL34275 1)USETHESETABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. �`Q( FZ ORIO?•.-•'•\_�♦ (941H80.1600 TittK Q0�' 3)FOR IZES N TISHOWN ROUND UONS ARE BUCK IP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION STH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS HOWN ON THE TABLE l THE FIGURE. � ss'/ G♦♦ HORIZONTAL ROLLER-LM 05f15/15 4)•1/4-M-1/4•AND-1f3.1/34/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE '/7/jN1'AL�I_t�t1�♦ -y. �reN. R- IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE A.LYNNIIfI RE HR-5510 NTS 8 OF 18 MD-HR5510-01 C P.E#68705 REGISTRATION 829296I 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 30'Height 36'Height 48 Height 54'HeighI 30'Height 36'Height 48'Height 54"Height Fin"Installation Head Head a Head Head Head a Head Head Head 3.8' 4' Reinf.Letel Gn) &Sill &Sill 4 &Sill &Sill &Sill ' &Sill ' &Sill &SillR1 GUIDE TO USING ANCHOR QUANTITY TABLESAnchor GroupA Anchor Group C PRODUCT REVISED as comp nB with tho Florida 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 M 1+C2+1 3 1+C2+1 3 FOR OX WINDOWS(XO SIMILAR): BuA-HoNoa-t+o. 20-0406.01 v 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+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 3 1+C2+1 3 1+C2+1 3 PERJAM9 lzpirationData09/24/2025 m By 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: MIam4 Da Product Control 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FD(ED 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 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS ATTHE SASHC)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 3 2+C2+2 3 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL o AK-0327/20 Anchor Group B Anchor Group D H EE ELEVATION,SHEET 1 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 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 SEE CLUSTER DETAILS,SHEET 6 W) U - 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I � > z m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEEELEVATION, Lo N 4 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 S� / O X / SHEETI C9 N to 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 to of c$ SHEET 1 MEETING RAIL J ala0 O 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Z IL m 0 REPEAT ANCHOR PATTERN AT SILL SEE TABLE 6 FOR DESIGN PRESSURE U U d �0 TABLE 16: Glass Types Anchor Quantities for XO or OX Windows FOR XOX WINDOWS: o w t sMo ANCHOR QUANTITY .r0-•> Sash °' Cn 5-8 30'Height 36"Height 48"Height 54'Height 3D-Height 36'Height 48"Height 54'Height PER JAMB Z" j 2 m Width Head Head Head Head Head a Head Head Head �IW AND SILL ANCHOR QUANTITY: ca J " Reim Level Gn) > E E E E E 1+C3+2+C3+1 ¢ O &Sill &SIII 0 &SIII &Sill &Sill m 8 Sill &SIII 0 &Sill m CHORATTHESASH H w C) R2 -'r +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL J 7aay5 Anchor Group Anchor Group +(2)ANCHORSATTHE FDCED SECTION ® .� +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL F' O 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Z m F L +(1)ANCHOR AT THE SASH z Q J Z TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL O '] v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I= O IQ— alas 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 4a IX Z SEE ELEVATION,SHEET t m O O O m 42' 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 O S IJ 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 ir Z �O rn �o —�{ SEE ELEVATION,SHEET 1 Q = 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 I _ —� alll �sa0 sway 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 sEEELEVAnoN, Anchor Group S Anchor Group D SE� / XU..G O X SHEETI N.\O�1YLYfV/y251/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION �� t .'. F'�a 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 SHEETI RAIL SEE CLUSTER DETAILS, 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEETS _=}:(ii No.58705 ? REPEAT ANCHOR PATTERN AT SILL _ m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 _ D 3 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 NOTES: " �� •, 2(� G 0 1)FRAME DIMENSIONS ARE BUCK WIDTH O SAT OF 4- 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3 4). '•.,F(pRIDI�.• \�: Group SASH SIZE IS AS PER THE FIGURES ON �i sS''•... ..•• G�� 75 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- S FOR SIZES NOT SHOWN,ROUND UP To /,,,10NAL IE,1` MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4' THE NEXT AVAILABLE WIDTH OR HEIGHT A LYNN hUUFR,P.E COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE P.E.058705 TABLE 19: Glass Types Anchor Quantities forXO or OX Windows Max.Anchor O.C. 5-8 Sash Spacing for"Integral- 30"Height 36"Height 48"Height 54"Height 63"Height 30"Height 36"Height 48"Height 64"Ht�ght 63 Height Fin"Installation Width Head a Head � Head 'n Head a Head a Head 'g Head Head '� Head Head a Anchor Anchor Reinf.Level fin) m m m m m m m m m &Sill &sill -, 8 Sill � &sill &S171 &Sig � &Sill -, &Sill � &Sill � &Sill Group E Group F R3 4• PRODUCT EVISED Anchor Group A Anchor Group C 3.5 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 aOA-No odo NOA-No. 20-0406.01 15 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 Date 0912412025 W, 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 j By m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Miami-Dada Product control 4W 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+CZ+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 C)NO CHANGES THIS SHEET. 75" 36.897 2+C2+2 2 2+C2+2 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 41 AK-03rz720 Anchor Group B Anchor Group D 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 412+C2+2 t42+C2+2 1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 5._ 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 +1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 U No 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 +1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > m m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 +1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 +1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0� 0 0 to in E 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 +2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O1 c�O 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 +2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 D- SEE TABLE 8 FOR DESIGN PRESSURE U U d .a0 W—07 •oN TABLE 20. Glass T Anchor Quantities for XO or OX Windows Max.Anchor O.C. n j c s"a YP� sash Spacing for"Integral- oza; rn Go 6-8 W 30'Height 36'Height 48"Height 54'Height 63'Height 72"Heigh[22 'Height 36"Height 48"Height 54'Height 63"Height 72"Height Fin"Installation m � u_ Width Head a Head Head Head n Head n Headead Head a Head Head Head n Head E O Reinf.Level On) E E E E E E E E E E E Anchor Anchor &Sill &Sill &Sill 8 Sill '; 8 Sill �; &SillSlll &Sitl ' &Sill .19, 8 Sill &Slll &Sili Group E Group F } U.1 o FI-vs R4 Anchor Group A Anchor Group C 3.2' 4" ® � 1- lJ 25-11T 12147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 Z ro Fm"' O 7 J 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 C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 C1 FQ- ,Ip,s x 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 C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 Z O o 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 C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 w U it 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 C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 ro Z O_ C Q 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: 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 C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS ARE BUCK WIDTH AND(SEE `\tit Anchor Group B Anchor Group D HEETS 3-4CK ).SA H SIZE IS � � pN..LYNN 25-IIZ 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 C2+1 2 1+C2+1 3R2+C2+2 4 1+C2+1 MI+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON ��r''1 ICEN16 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 C2+1 2 1+C2+1 34 1+C2+1 5 1+C2+1 5SHEETS 6-8. ,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 C2+1 2 1+C2+1 34 1+C2+1 5 1+C3+1 5 2)FORSQESNOTNo.56705 SHOWN,ROUND UP TO =m 4T 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 C2+1 2 1+C2+1 34 1+C2+1 5 1+C3+1 5 THE NEXTAVA0 LE WIDTH OR HEIGHT 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+q+1 C2+1 2 1+C2+1 34 1+C3+1 5 1+C3+1 5 DIMENSION SHOWN ON %�c�'• ATE c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2C2+2 2 2+C2+2 3 4 2+C3+2 5 2+C4+2 5 THETABLE75" 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 4 2+C3+25 2+C4+2 5 3)SEE SHEET 9 FOR A �''^S�0NAL 1��G�`` SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAK.O.C.SPACING SHOWN ON THE ELEVATIONS. RE058705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sash Spacing for"Integral- Group F 30"Height 36"Height 48'Height 54"Height. 63"Height 30"Height 36'Height 48"Height 54"Height 63"Height Width a .o a m Head .n a a Fin"Installation Head Head Head Head Head H Head Head Head Head 4" Reint Level Gni a&Sill m &Sill &Sill &Sill &Sill &Sill m m EW, R4 &Sill &Sill ' 8 Sill &Sill PRODUCT REVISED Anchor Group A Anchor Group C as complying with the Florida Building LC'oodde 25-1/2" 12147 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 41 NOA-No. 20-0406.01 L 215' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 41 Expiration Data 09124/2025 s 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 MIamHDade Product GOMroI 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 C)NO CHANGES THIS SHEET. o AK-0mmo 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 "s z` Anchor Group B Anchor Group D 25-112' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 1+C2+1 P22 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 W m U 36" 17.397 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > � 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 � "' o m }^ o � d 3 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 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 CC%l p $ 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 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 -1 aloa p_jo 2 75" 36,897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 z u- rn l7 =Lu �B g SEE TABLE 11 FOR DESIGN PRESSURE 00 CD raa TABLE 22: F z '-N GLASS TYPES O W aMa Glass Types Anchor Quantities forXO or OX Windows 10-12 a 1+1s Mnr o>v 10-12&14-16 Sash ' NOT BE USED Z W co 30"Height 36'Height 48"Height 54"Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height BY Height 76"Height WITH J•CHANNEL m iL Width a a a a y a a a a a • OR INTEGRAL FIN O Reinf.Level (in) Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E FRAMES K &Sill ; &Sill ; &Sill -0 &sill &Sin &Sall &Sin &Sill &Sill -W &Sill -m &Sin &Sill 19LLI R4 ' n 1�ws Anchor Group A Anchor Group C ® m F O m 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 z a _j z zu 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 F O F¢- -jI.=s 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 p N o 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 _ 'D 0° ¢ z O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 ¢ 2 m v 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 'I11 -,-a-,vas NOTES: 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 41 2+C4+2 141 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS ARE BUCK WIDTH Anchor Group B Anchor Group D BUCK HEGHT(SEE�D 25-112' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS 3e).SASH SIZE I `�� .•'�ICENSF �(� t AS PER THE FIGURES ON F: '5 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS6-8. *; No.58705 _ 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT 0 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 SHOWN,ROUND UP —_ O NEXT AVAILABLE , - / 2- a 48' 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH ORHEIGHi �O�'•• ATE F DIMENSION SHOWN ON % (<`S•'•.F(ORIDP•,.•'G\��` 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THE TABLE ' 75" 36.897 2+C2+2 121 2+C2+2 3 2+C3+2 4 2+C4+2 141 2+C4+2 5 2+C4+2 5 2+C2+2 121 2+C2+2 3 2+C3+2 141 2+C4+2 141 2+C4+2 5 2+C4+2 5 S'ONAL EN�`� 3)SEE SHEET 9 FORA ///1111110 SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER,RE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. P.Ep 5870.5 TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quanddes for XOX windows 5-8 Sash Sash ZV Haight 30'Height 36-Height 48-Height 1 64-Height 1 6T Height 24'Height 3('Height 36-Height 48'Height SV Height 63'Height Configuration Width a a a a a a c Reint Level Rerge Cn) Head&Sal ' Head 8 S91 Head 8 Sip m Head&Sili Head&Sill Head 3 S81 m Head&S01 w Head 8 Sip E Head 8 Sip ' Head 8,Sill ' Head&Sill Head R3 Anchor Group A Anchor Group C PRODUCT REVISED 35-1/4' Y-Y,-Y3 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+i 4 1+C2+O+f +t 4 1+C2+OrC2+1 4 as wilding ng with tho FbAda BuANo Codn 38' )�-)�-Y, 12308-12308 7+C2+D+C2+1 2 1+C2+O+C2+1 ra t+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+p+C2+1 4 1+C2+O+C1+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+q+1 3 1+C2+O+C2+1 4 1+C2+O+C2+7 4 t+C2+0+C2+1 4 NOA-No. 20-0406.01 Y X-v% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+CZ+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45.1/8' Expiration Dot*0912412025 Yi Y-Y 13.398-14.683 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+CZ+1 4 By 47�14' �-�-� 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+G2+1 q 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+(x+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7+C2+1+C2+1 4 MiamF-Dade Product Control Ya-�-Ya 12298-15.556 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 $ Custom 11.391-12016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 C)NO CHANGES THIS SHEET. 52-1/8' Y-Y,-Y 12017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 =o_ AK-(13/27/20 Y-Y-Y 13.393-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+CZ+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 o m' Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+(2+1 3 1+C2+1+(2+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+7+C2+1 4 1+(x+1+C2+7 4 60' Y-)�-Y 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+CZ+7 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+f2+1+C2+1 4 Y/3-%-Ya 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+(2+1 2 1+C2+0+C2+1 3 i+C2+0tC2+1 4 1+C2+0+C1+1 4 t+C2+p+C2+1 4 1+C2+0+2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0iC2+1 4 i+C2+0+C2+1 4 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 1+C2+3+C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 > Y •Na 76' Y-Y-Y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 It 3 Y-M-Y 19.111-24.641 i+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 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+C1+1+C2+1 4 }to 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+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U N O � O clap a 96' Y-y-� 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+(2+3+C2+1 4 1+(2+3+C2+7 4 1+q+3+p+1 4 1+(2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+(2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 O J C) Custom 24.361-30.360 1+C2+2+C1+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+q+2+C3+1 4 7+C2+2+C2+1 2 1+C2+2+f2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 t+C2+2+C2+7 4 1+C2+2+C2+1 4 Z_U-C3 120' Y-Y-Y 30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2t1 2 1+C2+3+C2+1 3 1+(2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 W 6 U U 0 OD Anchor Group B Anchor Group D H W v IA JMD 35.1l4' Y-Yi-Ya 11.391-11.391 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 I+C2+0+(2+1 4 1+C2+o+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 q 1+C2+0+C2+1 4 1+C2+o+C2+1 4 n> v 38' A-A-Y 12-308-12308 7+C2+D+C2+1 2 7+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+G+2+1 4 Z co or 45-1/8' Y-y-Y 11.391-13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+(2+1 4 1+C2+D+C2+1 4 7+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+D+C2+1 4 1+C2+0+C2+1 4 7+C2+0+C2+1 4 m 0 Ys-Y/s-Y 13.398-14.683 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+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 I¢-• IX w 473/4' 3"-Y-Y 11.391-12297 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 14C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 m J I-4S Y--Y-Ya 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 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 ® I- O Custom 11.391-12016 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+(2+1 3 1+C2+1+(2+1 4 1+C2+1+(2+1 4 1+(2+1+(2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z Q IY Z O ] J Z 52-11Y Y-YY-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 P CY aioaS Y-Y-Y 13.398-17.016 7+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+(2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 of Z I O o m"' Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+(2+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 S N 0 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+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ¢ U 0 a Z O lY 15.361-19.641 1+C2+0+(2+1 2 1+C2+0+C2+t 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+CZ+O+C2+1 4 1+C2+0+C2+1 4 Q = 2 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 a111 'asap sauaS 75' Y-y% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 t+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 ttttt111i lii//j Ya-Ya-Ya 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 t+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+Cx+1+C2+1 4 1+C2+1+C2+1 4 `�� otV LY�ilV Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+(2+1 2 1+C2+3tC2+1 3 1+C1+3+C2+1 q 1+(2+3+(x+1 4 1+(2+3+(2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7+(2+3+C2+1 3 i+-+--+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 \�C1�.•' 7}CENSF':�(�� 96' Y-Y-Y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+(2+1 2 1+C2+3+C2+1 3 7+C2+3+Ct+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+3tC2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 7+C2+3+C2+1 4 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 No.58705 -_ 120' Y-Ya-Y 30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+2+1 3 1+C2+3+(2+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 7+C2+3+C2+1 3 1+C2+3+C 9 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 -_-D:C ,[a •• *_- SEE TABLE 9 FOR DESIGN PRESSURE '' j`WINDOW WIDTH-59.28 NOTES: `�0 ATE F O ��"MIN.SASH SIZE= �T' - Max-Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). ' '•'40111OP.•-'•C�� Gmu E Group F SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. G� Spacing for"Integral- p p 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��7/zofv Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. //I7111Iittttt 2.9" 4" 4)'i/4-1/2-1/4-AND-1/J-1/3-1/r INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE ALYNN MILLER P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE P.E.R 58705 TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 5$6 Sash Sash 24'Heght 30'Height 36-Height 48-Height 1 54-Height 63-Height 24-Height 30-Height 36-Height 48-Height 54-Height 63-Height Configuration NrWN n a a a Reinf.level Range(m) Head 8 S81 HeaO 8 S61 Head$S61 Heed 8 Sgi m Heatl$S81 Head 8 Sill m Head 8 Sil E Head$S61 E Head$Sig E Head$Sill E Head 8 Shc E Head$Sttl R4 � Anchor Group A Anchor Group C PRODUCT REVISED 35-114' %a-%-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 as complying with the Florida Building Code 38' -�-'/r 12.308-12.308 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+G2+1 4 1+C2+O+C2+1 4 NOA-No. 20-0406.01 -Y2"% 11.391-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0•C2+1 4 1+C2+0+C2+1 4 Expiration Dab 09124/2025 451/8 �-�-y 13.39H-14.883 i+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2*1 4 By f, 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 Miami-Dade Product Control 47�I4' 12.298-15.558 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+D+C2+1 3 1+12+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 21+C2+1+C2+1 31+C2+1+C2+141+C2+1+C2+1 4 1+12.1+C2+1 a C)NO CHANGES THIS SHEET. 52-1/8' %_ % 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2*1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 °o AK-032720 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0•C2+1 4 1+C2+O+C2+1 4 a m Custom 11.391-13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2.1 4 g 60' %-+/=-y+ 13.398-15.360 1+C2.1+CZ+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 t+C2+1+C2+1 4 fir/-% 15.361-19.641 1+C2+0+C2+1 2 1+C2+D+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 4 111 U Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1•C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 > Y 'tea 75' %i_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 IX j O 19.111-24.541 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 0 O Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2.1 4 1+C2+3+C2+1 4 er. alW 0 in in 96' %-Y,-jS 19.398-24.360 1+C2+3+C2+1 2 1•C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 -J LL 00 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2*C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z �_ 0 120' %-'/i3:LLi --4 30.360 1+C2.3+C2*1 2 1+C2+3•C2.1 2 t+C2+3+C2+1 3 1+C2+3+C2+1 4 1+CZ+3+C2*1 4 1+C2+3+C2+1 4 U U O urw0 LU- m oN Anchor Group B Anchor Group D H W'q Ohio 35-1/4' }S-+/-� 11.391-11391 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+0+C2+1 4 1•C2+O+C2+1 4 1+C2+0+C2+1 2 t+C2•O+C2+1 2 1+C2+p+C2+1 3 1+C2+Q+C2*1 4 1+C2+O+C2.1 4 1*C2+D+C2+1 4 0 38' -y h 12.308-12.308 1+C2+0+C2+1 2 t+C2+0+12.1 2 1+C2+0+C2+1 3 1•C2+(i+G2+1 4 1+C2+0*C2+1 4 1+C2+0+C2+1 4 1+12+0+C2+1 2 1•C2.O+CZ•1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+Q+C2+1 4 r Z 3 W Go J LL 0 45-1/8' y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+C2*O+C2*1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+c2+0+c2+1 2 1+cz+acz*1 z 1+cro.cz+1 3 1*C2+MC2+1 4 1+C2+0+C2*1 41+C2+p+C2+1 4 Q �h h 13.398-14.6M 1+C2+0+C2+1 2 1•C2.0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 F- W m_ Y4-r/i--% 11.391-12297 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 NC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2.1 4 ® J I-Vs 47-/4' w 12.298-15.558 1+C2+0+C2+1 2 NC2+D+C2+1 2 1+C2+ace+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2.1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 Z 0 F Cost= 11.391-12.016 1•C2+1•C2+1 2 1•C2+1•C2.1 2 1+C2+1•C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1•C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1•C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ZO 7 J Z 73 52-1/8' %_r/i_y 12017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2.1+CZ+1 4 1+C2+NC2+1 4 1+C2+1+C2+1 2 NC2+NC2+1 2 1+C2+1•C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 F¢- CJ F elo�s }�-:%-y 13.398-17.016 HC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1•C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2.1 2 NC2+0+C2+1 3 1+C2+G+C2+1 4 1+C2+O+C2+1 4 1•C2+0+C2+1 4 � 0 0 O u Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 l+C2+1+C2+1 4 1+C2.1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 NC2+1+C2+1 4 1+C2+1+C2+1 4 O N N m' 3 60' Y X-y 13.398-15.360 1+C2+1+C2+LI*C2*2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+G2+1 4 1+C2+1+C2+1 4 1+t2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z O %r%-% 15.301-19.641 1+C2+0+C2+ +0+(2+t 2 1+C2+0+C2+1 3 1+C2.O+C2.1 4 1+C2+O+C2+1 4 1+C3+0+C3+1 4 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 Q = e01 �sa0 saua5 Custom 11.391-13.397 1+C2+3+C2+ 2*3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2*3+C2N 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1•C2+3*C2+1 4 1*C2+3+C2+1 4 1+C2+3+C2+1 4 75" Y%-y 13.398-19.110 1+C2+2+C2+ 2+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 ��t�tJy LYN//1'�•, Y h-Y 19.111-24.641 1+C2+1•C2+ 2+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 ��<��.•" �/ �i Custom 18.360-19.397 1+C2+3+C2+ 2+3+C2.1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3:C2+1 4 1+C2*3+C2+1 4 �.'•• UCENgF'•,C��i 96' +/+_ % 19.398-24.360 1+C2+3+C2+ 2+3+(2+1 2 1+C2+3+C2+1 3 1•C2+3+C2.1 4 1+C2+3+C2+1#43M +C2+1 4 1+C2.3+C2+1 2 NC2+3+C2+1 2 NC2+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 t+C2*2*CZ+ 2+2+C2+1 2 1+C2+2+C2+1 3 t+C2*2+C2+1 4 NC2+2+C2+1 +1 4 1+C2+2+C2•1 2 1+C2+2+C2*1 2 1+C2+2*C1•1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 /'120' %-J6-Ye -30.360 1*C2+3+C2* 2+3*C2+1 2 1+C2*3+C2*1 3 1+C2.3*C2+1 4 1•C2+3•C2+1 +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+C2t3+C2+1 4 (� (r NOTES: SEE TABLE 13 FOR DESIGN PRESSURE ?'�:•. "MIN.SASH SQEa WINDOW WIDTH-59.28 T •. �(/Z 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). (� ••• ORID�..�G�� Max.Anchor O.C. An SASH 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS `rS \ Spacing for"Integral- Group IF 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i"ONAL.IE�� 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"Installation 4" 4)-114-12-1/4'AND-13131/3'INDICATETHAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTHRA14GE ALYNNMILLERP.E IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P E#58705 TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 7&8 24'Height 30'Height 36-Height 48-Wight 54'Height 63'Height 24'Hei ht 30'Height 3S Heigh 48-Height 54'Height 63'Height Sash WdUI 9 sJ 19 9 9 9 9 9 Q 9 Configuration a a a a a a a a a a a Ralnt.Level Range(in) Head&Sill Head&Sill Head&Sill Head&S81 Head&Sill m Head&S01 Head&Sill E Head&Sill m Head&Sill m Head&Sill Head&Sill Head&Sill R4 PRODUCT REVISED Anchor Group A ' ' Anchor Group C as complying with the Florida 35.1/4' '/a-'/a-Ya 11.391-11.391 1+C2+O+C2t1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2t0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Building Cod•20-040B.01 38' -Yi-Yi 12.308-12-308 1+C2+5+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+o+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 N piroti Y-'/a-y 11.391-13.397 1+C2+0+C2+1 2 1+C2+G+C2+1 2 1+CZ+D+C2+1 3 1+C2+o+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 �Piration Dote 0 912 4/2 0 2 5 45.1/ir fj . Yz-Yz-Y 1&398-14.683 1+C2+G+C2t1 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 8y 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 Miami-Dade Product Control 47-314' Ys-Y-Yi 12298-15.558 � 1tC2+p+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2t1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 C)NO CHANGES THIS SHEET. 52-1/8' Y-Y Y4 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 K+C2+ 4 +1 4 ' - 7120 Y.-Y.-Y. 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+CZ+O+C2+1 4 1+C2+0+C2+1 4 +1 4 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+CZ+1 4 1+C2+1+C2+1 42+1 4 'g 60• y-y,-y_ 13.398-15.360 1+C2+1+C2+1 21+C2+1+C2+1 21rC2+1+C2+1 31+C2+1+C2+1 41+C2t1+C2+1 4 +1 4 Ys-Y-% 15.361-19.641 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+G+C2+1 42+1 4 U W .aa 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 42+1 4 > _ 7S %-%-% 13.398-19.110 1+1x+2+C2+1 2 1+C2+2+CL+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 42+1 4 ❑ 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+tx+1 2 1+C2+1+_+1 3 1+C2t1+C2+1 4 1+C2+1+C2+1 4 1.C1+1+1x+1 4 } o O 0 C4 m Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 O A atop OK it 96' Y-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 Z LL Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 120' '/s-Y2-% 30.360 1+C2+3+C2+1 2/+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 V U Co '"a0 -N W Z Co oN .Anchor Group 8 Anchor Group D o Ul v sM0 35.114' Y-%-% 11.391-11.391 1+C2+G+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 Z 0) to m 38' Y.-Y.-Y. 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+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+0+C2+1 4 1+C2+G+C2+1 4 1+C2+0+C2+1 4 -j LL 45-1/B' '/s-yzz-'/e 11.391-13.397 1+C2+D+C2+1 2/+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 4 1+C2+G+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2+1 4 ¢ O Ys-Yr'/a 13.398-14.683 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+G+C2+1 2 1+C2+0+C2+1 3 1+C2+o+C2+1 4 1+C2+D+C2+1 4 i+C2+0+C2t1 4 ~ W -Yz% 11.391-12297 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® N J taay5 47�14' %-%4 Y. 12-298-15.558 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+G+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 Z F Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 7 J Z 52-1/8' %-%-% 12017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2t1+C2+1 3 1+C2+1+C2+1 4 1+C2t1+C2+1 4 1+C2+1+C2+1 4 i' O H aI°as Z Y.-Y.-Y. 13.398-17.016 1+C2+0+C2+1 2 1+C2+G+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0,+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 N p N 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+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 W U c 60' +/Y% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+7 4 Z O Q = Y.-Y.-Y. 15.361-19.641 1+C2+D+C2+1 2 1+C2+G+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 a1i1 .��sauag Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75' Y-)4-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 �11�1t II rr77 -Ys-% 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1_ I+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ��\��NY-L}•NN/��'�.! 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+CZ+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 `�Qa;'' UCENgF•••% 96' Ya-y-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 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 No.58705 � Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+CZ+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1tC2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 = - 120' Y-%-% 30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2t1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 =U ; J SEE TABLE 14 FOR DESIGN PRESSURE AT OF "MIN.SASH SIZE=WINDOW WIDTH-59.28 NOTES: 'O'n R 6(l Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE[SAS PERTHEFIGURES ON SHEETS 6-8. Cl '��S '•.2ORIOP•.•'�Z`� Spacing for"Integral Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE: '7S/ANAL 0 P 9 9 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. riI1111111\t` Fin"Installation 3,r 4)1X112-1hr AND-1/3-1/3113'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 ft 58705 TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Wmdows 10 12 Sash Sash 24'Height 30•Height 36•Height I 4S Height 54•Height 63'Height 24•Height 30•Height 36"Height 43'Height 54•Height 63'Height Contgulation Width a o a a a a a a Reitg•L e I Range(m) Heed 8 Sig m Head 8 Sill Head 8 Sig Head 8 Sill m Head 8 Sill Head 8 Sill ' Head 8 Sill Head 8 SM ' Head 8 Sin Head 8 Sill Head 8 S91 Head 8 Sig R4 Anchor Group A Anchor Group C 351/4" 36-y-y 11.391--11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 PRODUCT REVISED 38• yi-y-ys 12308-12.308 1+C2+O+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 4 as compMng with the Florida 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 Building CCoodd• 45-1/8• y -y NOA rw. 20 0406.01 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C3+O+C3+1 4 Expiration Date 0912412025 y_%-y 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 f„ 47.914' yo-yo-ya 12298-15.558 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+p+0+C3+1 4 1+C3+O+p+1 4 BY Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+O+p+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 PRlaml-0aW Product Control 52-116• y-%-y 12.017-13.397 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+C3+0+C3+1 4 1+C3+D+p+1 4 ya-iS-'h 13.398-17.016 1+C2+0+C2+1 2/+C2+O+C2?1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C3+O+p+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+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 AK-03/27/20 m 60• y-h-y 13.398-15.36D Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+p+1 41+C3+2+p+1 4 a %-�-% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C3+O+p+1 4 1+C3+O+q+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+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+p+1 4 75" y_y4-y 13,398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 w U ya-ya-)a 19.111-24.641 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C4+O+CA+1 4 1+C4+0+p1+1 4 > Custom 17.841-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 �_ 98' 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+q+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 40 y_y,-y 18.398-24.360 >• o O y-y,-y, 24.361-31.641 1+C2+2+C2+1 2 2+C2+2+C2+ 2 2+C2+2+C2+ 3 2+C3+3+p+ 4 2+C3+3+C3+ 4 2+C4+3+C4+ 4 C�N CO � y-%-y 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C3+6+C3+ 4 2+C9+4+q+ 4 2+C4+4+C4+2 4 OJ 21DO IX 1�. H y/-%-Y3 32.516-39.641 2*C2+2+C2+ 2 2+C2+3+C2+2 2 2+CZ+3+C2+2 3 2+q+3+C3+ 4 2+C4+3+C4+ 4 2+C4+3+C4+ 4 Custom - .39.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+ 3 2+C3+4+q+ 4 2*C4+4+C4+ 4 2+C4+4+CA+ 4 Anchor Group B Anchor Group D - -en Ma 35714' y-'/�-35 11.391-11.391 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+p+C2+14 1+C2+O+C2+1 4 1+CNO+GZ+1 4 1+CNO+C2+1 2 1+C2+O+G2+1 2 1+C2+O+C2+1 3 1+C2+6+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 38• ya--�-)i 12-308-12.308 1+C2+GHM+1 2 1+C2+O+C2+1 2 1+CNO+C2-1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+Q+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 V)LU �1/Ir +%-�y 11.391-13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+CNO+C2+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 i+C3+0+C3+1 4 1+C2+O+CL+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3+O+p+1 4 mOys-)'i-yi 13.388-14.683 1+C2+O+CN1 2 1+C2+D+C2+1 2 1+q+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3+O+C3+1 4 1+CNO+C2+1 2 1+C2+O+C2+1 2 1+C2+p+C2+1 3 1+C2+p+C2+1 4 1*C2+O+C2+1 4 1+C3+O+C3+1 4y-y-y 11.391-12.297 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+6+CN1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C3+O+p+1 4 1+C3+O+C3+1 4 W47.3/4• y-%-% 12.298-15.558 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C3+0+p+1 4 1+C3+O+C1+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4Jffly4-3%1-y412.017 1.391-12.016 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+q+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+O+p+1 4 1+C3+0+p+1 4 1+C3+O+p+1 4Z K H52-118' 2017-13.397 t+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+p+D+C3+1 4 1+p+O+p+1 4 1+p+0+C3+1 4 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+Ci+0+C3+1 41+C3+O+C3+1 4 = Z 3.398-17.018 1*CNO+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+C3+O+q+1 4 1+C3+D+C3+1 a 1+C2+O+C1+1 2 1+Czw+C2+11+C2+O+C2+1 3 1+C2+O+C2+1 4 1+p+0+C3+1 4 1+C3+O+q+1of Z1.391-13.397 1+C2+2+C2-1 2 1+C2+2+C2+1 2 I+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+p+1 4 t+p+2+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+p+1 4 1+C3+2+C3+1 4 N O60• 3.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 21+C2+2+Q+1 3 1+C2+2+C2+7 4 1+C3+2+p+1 4 i+p+2+p+1 4 1*C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+CN7 4 1+p+1+p+1 41+C3+1+p+1 4 2 �115.361-19.841 NC2+D+C2+1 2 1+C2+p+C2+1 2 1+C2+p+C2+1 3 1+C3+O+C3+1 4 1+C3+O+p+1 4 1+C4+O+CA+1 4 1+C2+p+C2+1 2 1+C2+p+C2+1 2 1+C2+O+C2+1 3 t+p+p+ ir C3+1 4 1+C3+O+C3+1 4 1+CA+p+Cq+1 4 V O 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+q+1 4 1+C3+3+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 a =75' 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+q+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 e1—H •osaa saua5 y-%-% 19.111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 1+C2+O+C2+1 21+ 2O+C+1 2 1+C3+OC373 1+CO+C+1 4 1+C4+ C+1 4 1+C4+OC4+1aC \`1111111111//!/' 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+C3+1 a 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 86• y-ya-y 19.398-24.360 1+C2+3+C2+1 2 1+CZ+3+C2+1 2 1+C2+4+C2+1 3 NC3+4+C3+1 4 gI+C3+4+C3+14 1+C4+4+C4+1 4 1+C2+2+C2+1 2 1+CN3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 i+C4+3+CA+1%-%-% 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+ 4 4 2+C4+3+C4+ 4 1+C2+2+C2+1 2 1+C2+2+C2+12NC2+2+C2N 3 1+p*2*C3+1 4 1+C3+2y-ya-y 29.641-32.515 2+C2t3+C2+2 2 2+C2*3+C2+ 2 2+C2+4+C2+2 3 2+p+4+C3+ 4 4 2+C4+4+Cq+ 4 2+C2+3+C2+ 2 2+C2+3+C2+ 2 NC2+3+C2+ 3 2*q+4+q+2 4 2+C3+4+C3+ 4 2+C4+4+C4+2 4 ;R NO.58705 120* %-y,-% 32.516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+C3+4+C3+ 4 4 2+C5+4+C5+2 4 2+C2+2+C2+2 2 2+C2+3+1�+ 2 2*C2+3+C2+ 3 2+p+3+C3+ 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 //140• Custom — -39.641 C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+ 4 4 2+CS+4+C5+ 4 2.C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+ 3 2+C3+4+C3+ 4 2+C4M+C4+ 4 2+C4+4+C4+ 4 NOTES: - SEE TABLE 15 FOR DESIGN PRESSURE F (V` O TATE 4w . 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). �1-•.F,<ORID/`.. GLASS TYPES 10-12 81416 MIN.SASH SIZE_ ' WINDOWWIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS B-0. V •-•-•- �j" 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE MAY NOT BE USED WITH 3)SEE SHEETS FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)-1/4-12-1/4•AND"1/3-1/3-1r3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE •FIN FRAMES IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A LYRED NN MILLER,DS P.E. TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.D.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 14-18 Sash Sash 24-Height 1 30-Height 36'Height 1 48-Height 54'Height 63-Height 24-Height 1 30-Height 1 36-Height 1 48'Height I 54'Height 1 63'Height Width Reint lR�i CanfauraDon RangeQn) Head&STH E Head 8 Sill E Head&SDI E Head&S01 E Head&SIII E Head&S81 E Head&S81 E Head&SR! E Head&S81 E Head&Sill m Head&Sig JEj Head&S81 E R4 Anchor Group A Anchor Group C 35-1/4' Ya-X-Y, 11.391-11.391 1+C2+0+c2+i z 1+C2+O+C2+1 2 1+C2+0+CZ+1 3 1+C2+0«cz+tat+C2+o«C2+1 a ll+C2+0+CZll 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 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+D+C3+1 4 as compIYing whIt the FloBultdinrida -%- 11.391-13.397 1+C2+O+C2+1 2 1+C2+0«C2+1 21+C2+0+C2+1 3 1+C3+0+C3+1 41+C3+O+C3+1 4 1+C4+0«C4+1 4 NOA-NaCCoode 4,5-1le' Yy 20-0406.01 %-%-% 13.398-14.683 1+C2+0«C2+1 2 1+C2+o+C2+1 2 1+C2+0«CZ+1 3 1+C3+0+C3+1 4 1aC3+D+C3+1 4 1+C3+D+C3+1 4 Expiration Date 09124/2025 47.Y4' 11.391-12.297 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C4+0+C4+1 4 �^^ y�-�-- Ys-Ys-� 12298-15.558 1+C2+o+C2+1 2 1«C2+O+C2+1 2 1+Ct+0+Ch1 3 1+C3+O+C3+1 4 1+C3+0+C3*1 4 1aC3+0+C3+1 4 BY- Ctom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0«C2+1 2 1+C3«O+C3+1 3 1+C3+O+C3+1 4 1aC4+0+C4+1 4 1+C4+D+C4+1 4 MWnF-Dade Product Control us 52-118' 12.017-13.397 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+C6+o+CA+1 4 1+C4+O+C4+1 4 E lS-Ya-35 13.398-17.016 /+C2+O+C2+1 2 1+C2W+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 C)NO CHANGES THIS SHEET. Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 41 AK"03f27/20 S m' 80' y-y-y 13.398-15.380 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2a/2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 t+C4+2+C4+1 4 a° %w%-% 15.361-19.641 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 I+Gi+O+CA+1 4 1+CS+O+C5+1 4 Custom 11.391-13.397 1+C2-2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+04+1 4 75' y-%-y 13.398-19.110 1+C2+2«C2+1 2 1+C2+2+C2+1 2 1+C2+3«C2+1 3 1+C3+3+C3+1 4 t+C4+3+G1+1 4 1+C4+3+C4+1 4 U W way 19.111-24.641 1+c2+o+C2+1 z 1+C3w+C3«1 z 1+C3+0+C3+1 3 t+C4+o«C4+1 a t+C5«0«C5.1 a 1+c5+D+C5«1 a > � 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+C4+4+04+1 4 1+C4+4+C4+1 4 0 O 96, Y4-%-y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+G2«1 2 1+C2+3+C2+1 3 1aC4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 }L O O O Yi-1S-X 24.361-31.641 1+C2+2+C2«1 2 2+C2«2+C2+2 2 2+C2+2+C2+ 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 4 (;J N UO to to 120' X-Ya-M 29.641-32515 2+C2+3+C2+ 2 2*C2*3+C2+ 2 2+C2+3+C2+ 3 2+C4+4+CA+ 4 2+C4+4+C4+ 4 2+C4+3+C4+ 4 O 00 alo0 � W- 32-516-39.641 2+C2+2+C2+ 2 2+C2+3+C2+ 2 2+C2+3+C2+ 3 2+C4+3+C4+ 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 lJ 140- Custom -39.641 2+CZ+3+C2+ 2 2+C2«3+C2+2 2 2+C2+3+C2+ 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+G«3+C4+2 4 V U d Mao W—co oN Anchor Group B Anchor Group D WZ1 '-N 35-114" %-Yi-% 11.391-11.391 1+C2+O+C2+1 2 1+(x+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0-C2+1 4 t+C2+0+C2+1 4 1+C2+O+C2+1 4 taC2ap+C2+1 2 1+G2+O+C2+1 2 7aC2r0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+G2+1 4 1+C2«O«C2+1 4 O W 38' Ya-%-Y. 12-308-12.308 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+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 I+2+0+C2+1 4 1+C3+O+C3+1 4 O Z�j (A co 45-1l8' Y-y% 11.391-13.397 1+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C3«D+C3+1 4 1+C3«0«C3+1 4 1+C4+O+C4+1 4 1+C2+O+C2+1 2 t+C2+0«C2+1 2 1+C2+0+C2+1 3 1+C3+0«C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 a-• JW O m 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4/aC3+D+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+C3+0+C3+1 4 1+C3+0+G3+1 4 1+C3+O+C3+1 4 ' -%-y 11.391-12297 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+CNO+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+CA+O+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0«C2+1 3 1+C3+0+C3+1 4 1aC3+0+C3+1 4 1+C4+D+G1+1 4 ~ LU 47314' J J>a4s h-y-y 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0«C3+1 4 1+C2+0+C2+1 2 1+CZ+O+C2+1 2 1+C2+6+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1aC3+0+C3+1 4 ® i— U Custom 11.391-12.016 1+C2+0+C2«1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 I+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4«O+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+0+C4+1 4 Z af F 52-118" %- -% 12.017-13.397 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 I-C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+9+C4+1 4 z0 j J Z R 13.398-17.016 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+D+C3+1 3 1+C3a0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0«C3+1 3 i+C3+0+C3+1 4 1+C4+o+C4+1 4 1+C4+O+C4+1 4 1= CJ Z eloa5 3 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C3+2+C3+1 4 t+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 Z +- 0 N O m' 60- %-%-Y4 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1aC2+1 3 1+C3«1+C3+1 4 1+C3+1+C3+1 4 1«C4+1+C4+1 4 15.381-19.sm 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+CS+G+C5+1 4 1+C2+o+C2+1 2 1+C2+D+C2+1 2 1+C3+0+C3+1 3 1+04+0+04+1 4 1+C4+O+C4+1 4 1+CS+O+C5+1 4 K Z O Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+CZ+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+Gt+3+C4+1 4 1+C4+3+C4+1 4 ¢ 75' -�-% 13.398-19.110 t+C2+2+C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2«1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 t+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 ma ''saa saua5 19.111-24.641 i+C2+0+C2+1 2 1+C3+O+C3+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C54O+C5+1 4 1+C2+O+C2+1 2 1+C3+D+C3+1 2 1+C3+O+C3+1 3 1+C4+O+C4+1 4 t+C5+0+C5+1 4 1+CS+0«C5+1 4 `\t11t111111/1j7/ Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4«C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4a4+C4+1 4 1+C2+3+C2+1 2 1+C2«3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 41 ``��N�NY 96' Y-y-y. 19.398-24.360 1+C2«3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2«7 3 1+C4+4+GiN 4 1+C4+4+C4+1 4 i+C4+3+C4*7 4 1+C2+2+C2+1 2 i+C2+3+C2«1 2 1+C2«3+C2+1 3 1+C4+3+C4*1 4 1+C4+3M4+1 4 1+C4«3+C4«1 4 ; �1,•''L10ElJg; h-Y-Ya 24.361-31.641 2+CZ+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 4 1+C2+2+C2+/ 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 t42+C4+2+C4+2 04+NC4«t 4 120' '/a-%-y4 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+ 4 2+C4+4+C4+ 4 2+C4+4+C4+2 4 2+C2«3+C2+2 2 2+C2+3+C2+2 2 2+C2+3«C2+2 3 2+C4+4+C4+ 4 NC4+4+C4+ C4+3+Cq+2 4 =7¢ NO.58705 %-Ya-% 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+ 4 2+C4+4+C4+2 4 2+C4+3aC4+ 4 2+C2+2+C1+ 2 2+C2+3+C2+ 2 2+C2+3+C2« 3 2+C4+3+C4+ 4 2+C4+3+C4+ 4 _ :� T�• 140' Custom -39.B41 2+C2«3+C2«2 2 2+C2+3+C2+2 2 2+C2«4+C2+2 3 2+C4+4+Cq+ 4 2+C4+4«C4+ 4 2+C4+3+C4+2 4 2+C2+3+C2+ 2 2+C2+3aG2+2 2 2+C2+3+C2« 3 2+C4+4+C4« 4 2+C4*4+C4+ C4+3+C4« 4 — ' y �0 NOTES: SEE TABLE 16 FOR DESIGN PRESSURE �,�'•• S iATE F 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). :�51•'•F/ORID P,.•'•\C�� ' WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE GLASS TYPES 10-12&14-18 "MIN.SASH SIZE 2)FOR SIZES NOT SHOWNFROUND S ON SHEETS 6-8. UP TO THE NIX7AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE '/`rNAL MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)-1/4-112A14'AND'V3-11J-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN.MILLER,P.E. FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.EB 68705 TABLE 28: Bill of Material 3.500" 3.50T 3.500' 3.500' A Part# Description Material 1 620121 Frame Head,Sill and Jambs-Range PVC Frame 0 2 620122 Fme Head,Sill and Jambs-Flange PVC 3 620123 Frame Head,SAI and Jambs-Fin PVC DI c 4 620124 Frame Head,SIII and Jambs-Equal Leg PVC 1� 2.445" 2.445" LTf 2.445" 2.445 13 620131 Fixed t Insert/Trim Cover PVC ❑❑❑� ni_5_r__j�rr1 14 620138 Fixed Meeting Rag PVC 71TV 15 620158 Treck Insert 6063 76 AIo po p16 620129 Sash Rail(Sides,Top&Bottom) PVC17 620166 Monorail 6063 T6 AI •625 •6CHANNEL �' FLANGE FRAME IN FRAME EQUAL LEG FRAME 19 620156 Pul Ral Interlock 6063 T6 At r 1.375 O&JAM�EAD,SILL O2 �BSSILL& �SLLL& O4 HEADDJAMB,SILL& 20 620144 Pull Rail Interlock Cover PVC 21 620150 Light Sash Reinforcement 6083 TB AI 22 620151 Standard Sash Reinforcement 6063 T6 AI 1.872" +I 1.641'-�-{ 23 620152 HD Sash Reinforcement 6063 TO AI I -f }..� 1.437' 24 620153 Standard Meeting Rail Reinforcement 6005 TS At 1.507" �•{ T I T 25 620154 HD Meeting Rol Reinforcement 6005 TS AI I 1.630• T 2'100' -�{ 2.176" 26 620165 H.D.Horiz.Roller Meeting Rail Reinforcement 6005 75 AI .772' o a 1.020' t'37s r� n��I 27 71OX114PPA #10 x 14/4"PH.PH SDS(Monorail Screw) 410 SS 1j 590 u �� .471" 28 61644 Weatherstrip,.187'x.270'Fin Pile .085 .060" 1.UOP r 070' .050, 29 61719 Weathemtrip..187'x.220"Poly Pile 1.231- 30 t18 x 1'Ph PH SDS rrtedock Mounting Screw 4 0 73 DTI-LIFT INSERT 14 FIXED TRACK /8 LIFT ERAIL 20 INT RAIL Q g ) 1 SS O&TRIM COVER O MEETING RAIL 15 16 SASH RAIL O O 31 78X312PPA #8 x 3.10 Ph PH SMS(Fixed Meeting Rail Screw) 410 SS INSERT INTERLOCK INTERLOCK COVER 32 71669SP Meeting Rag Screw Support Plate 6063 T5 AI 33 720210 Weep Hole Cover PVC .300• .316' �+-r- .070' ,I 1.100' 34 720187 Installation Screw Hole Plug PVC o. �1- .175 Ift 111 I I '1 II-+L 715 �p 7t5 37 720197 Auto Lock C Steel 750' M1 38 720199 Sweep Lock Cast Zinc 39 720196 Auto Lock Cover Assembly Cast Zinc .035' �¢-�-� �1 IAW 40 p6 x 1-1/8'Ph FH SDS(Auto and Sweep Lock screw) SS O BEADING LNG O SCREEN FRAME BG ROLLED 1 SECREEN FRAME 27 REINFOUDED LIGHT RCEMENT O SASHREINFORCEMENT 41 H STANDARD 720200 Auto and Sweep Lock Keeper Cast Znc 42 76X34PPA #6 x 3/4'PH.PH SDS(Keeper Screw) Ss 43 7612FPTX #6 x 12"FPH Tek(Reinforcement Screw) SS 07(r --�{�- 1.182' �- 1.18Y �-�- 280' 44 Leadstile Top Comer Key Nylon 1.184• 45 Leadstile Bottom Comer Key Nylon .070' .094" 46 Lockstle Top Corner Key Nylon •070' .791" 1'0 1.041' 1.041" 1229' 47 Lockstile Bottom Comer Key Nylon .810• � .150' U 1.33t' UU 1 L• •130' L .164' 48 720204 Wheel Nylon ~1~- ~- -y{ 1.340 F-- -+{ i.34cr721 74 620135 Laml.I.G.Bead Backbedding GE 7700 or Dow 791 or Dow 983 Silicone O REVC HD NFORCEMENT 24 MEETING RAIL O RAIL H STANDARD HD 26 26 RA L R MEETING 17 MONORAIL REINFORCEMENT REINFORCEMENT REINFORCEMENT PRODUCT REVISED 75 716MIS Setting Block(7/8'x 2"x 1/8'),85+/_5 dum. EPDM as complyi with the Florida Build Gode 80 61011 Rol4onned Screen Alum vv rir Rrdaioa; NOA-No. 20-0406.01 81 61012 Extnded Screen Frame Alum �� `{LYNM �l�i Expiration Date 09/24/2025 oN....•-... �y C)ADDED BACKBEDDING. 82 Extruded Screen Spreader Bar Alum 't •' v,1GENSF•' ( AK-0327120 83 47042W Screen Corner Key with Pull Ring PVC 84 47041 W/CKGLB Screen Comer Key No Pull Ring PVC *: No.58705 _ ® Miam a P uct Corrtror 85 7CASPM Tenalon Spring SS = f> pia"W. 86 61816Cs18 scn en Cloth Fiberglass '•� 2/i 1070TECHNOL.OGYORIVE WINDOW EXTRUSIONS&BOM J ROSOWSKI T 6 N.VENICE,FL 34275 87 61635161614 .140•Screen Spline(Machine/Hand Rolled) Vinyl Q�•. TA F �: Tara DaM ��5'• cCOR10P.•'G\?� (9411600 HORIZONTAL ROLLER-LM 05/15/15 ITEMS 315-12,18,35,36,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL NAI-E � sri.�um.r spar sb.c nw. ram: 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE A LVe1H A4ild,P.E RE•G1.4TRATION QB2B8 HR-5510 NTS 17 OF 18 MD-HR5510-01 C P.EO 58705 Z�z \ f i is SASH TABLE Egress Lock Bill of Material ASSEMBLY MITERED FRAME WITH 44 @ part Description Material 1 INTERIOR AND EXTERIOR DETAILS FRAME WELDS 100 7MC7024 Multi-Point bock Operator Cast Zinc 16 42 - 1 ® 101 .73340 Operator mounting Plate Steel 31 102 72015 Multipoint Lock Keeper Aluminum 103 720214 Multipoird Lock Guide Nylon EXTERIOR 'm ATTACHED TO 104 ZW217-221 Tie Bar(Length Vedas) Stainless Sted SASH RAIL 1 � 105 71024X72HFX#10 x 1/2'HH M5 Stainless Steel 72 106 78X1FPAX #8 x 1-Ph.FH SMS Stainless Steel Steel 107 78X75FPTX #8 x 314'Ph.FH SDS \, O 17 ATTACHEDTO 103 27 \ 30 FRAME JAMB ij! ' EGRESS LOCK 1s DETAILS 37 \ (NOTTOSCJILE 39 83 ORS 42 i 87 \`� OPT.AUTO LOCK s5 45 \\ 20 ATTACHED TO— O PRODUCT REVISED FRAME JAMB t06 as ompCodiwlffi the Florida 48 NOA-No. 204M6.01 42 O 101 6rpiratbn Dab 0912412025 16 14 10 aY 82 Miami-Dade Product Control OPT. \ 38 X4 j 1 40 1� r 41 � i ® i ATTACHED TO ®• 42 1 OFT.SWEEP LOCK FRAMEJAMB g1 L 80 OR 15 © 107 �� O 34D �y 1 MITERED FRAME WITH INTERIOR AND EXTERIOR 100 (941)-480-16M FRAME WELDS ol fit REGISTRATION#29298 SCREEN Ravi ASSEMBLY �j� �```�ON�c...... �I('''� NO THIS SHEET. DETAILS * No.58705 *: Qz/Zv: �_ EXPLODED WINDOW VIEW RJ osowsKl ai 64 EXTERIOR FRAME ��Q •. �((TE F lrj�� pope ASSEMBLY , 5;•..CgR(DP.•'G�=� HORIZONTAL ROLLER-LM 05/15/15 GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. DETAILS ®. \I ''!,S TONAL � �fodie srohe see. W..aq N. Rw 2)J-CHANNEL FRAME SHOWN,PART#i.OTHER FRAME TYPES APPLY. A LY�7Fllotlt�t,P.E HR-5510 NTS 18 OF 18 MD-HR5510-01 C 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6.8. P.E#58705