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Product Approval (2)
MIAMI•DADE ',: MIAMI-DADE COUNTY �¢ PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material eet the requireA►ents�of the applicable building code. This product is appr s escribed herein, and has been designe�to coml l with the Florida Building Code,inclu ' e High Velocity Hurricane Zone. DES TION:Series"HR-5510"PVC Horizontal Rolling Window—L.M.I. ROVAL DOCUMENT:Drawing No.MD-HR5510-01 titled"Horizontal Roller sheets 1 through 18 of 18,dated 05/15/15,with revision C dated 04/02/20,prepared by acturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade Coun uct Control Revision stamp with N�0 C the Notice of Acceptance number and expiration date by the - ade County Product Control Section. MISSILE IMPACT RATING:Large and fissile Impact Resistant • S 0 FLING: Each un' a permanent label with the manufacturer's name or logo, city, state, v60- 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 C• 0 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. F� The submitted documentation was reviewed by Sifang Zhao,P.E. 4� It• ninMaoaoeeoutvrr NOA No.20-0406.01 Expiration Date: September 24,2025 Approval Date: August 27,2020 08/27/2020 Pagel 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-BR5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18,dated 05/15/15,with revision B dated 03/27/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4SG TPS _spacer system,Duraseal®spacer system,Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idahnis 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-51' Edition(2014),dated 08/28/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 16-1117.01 issued to Kuraray America,Inc.for their"Trosifol® Ultraclear,Clear,and Color PVB Glass Interlayers",expiring on 07/08/19. 2. NOA No. 14-0916.11 issued to Kuraray America,Inc.for their"SentryGlas® (Clear and White)Glass Interlayers",expiring on 07/04/18. 3. NOA No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors",expiring on 02/28/18. 4. NOA No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,Inc.for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors",expiring on 04/16/20. 5. NOA No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-51'Edition(2014)and FBC- 61h 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 05/15/15, with revision C dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries,Inc. representative units listed below and tested to qualify 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,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-61' Edition(2017)and FBC-7"(2020)dated 04/02/2020,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear,Clear and Color PVB Glass Interlayers",expiring on 07/08/24. 2. NOA No. 17-0808.02 issued to Kuraray America,Inc.for their"SentryGlas® (Clear and White)Glass Interlayers",expiring on 07/04/23. 3. NOA No.18-0122.02 issued to ENERGI Fenestration Solutions USA,for their "White Rigid PVC Exterior Extrusions for Windows and Doors"dated 03/08/18, expiring on 02/28/23. 4. NOA No.20-0203.03 issued to ENERGI Fenestration Solutions USA,Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/27/20,expiring on 04/16/25. _j, 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-6`Edition(2017)and FBC- Th 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. Cis J Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.01 Expiration Date: September 24,2025 Approval Date: August 27,2020 E-4 2-5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEET 8 � 12J/4'MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 8"MAX. it B'SEE 1-1/4" LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT '-1 SHEET MAX. SEE SHEETS 9-16 D•SEE 2-5 ANCHORS,SEE CLUSTER r 4 (—;SHEET DETAILS SHEET6 15.85° 18.94"MAX.O.C. q SEE!-' 10"MAX. 8"MAX. Ir— MAX.O.C. 8 SEE SHEET 3 tTIN p I SHEET 3 + SHEET4 10'MAX. .—L F�SEE C 19' 76" SHEEi3 EQUALLY / (� / MAX.O.C. MAX. / / 72•ANCHOR E SPACED / �r/ BUCK TABLES PER / / HEIG SUCK EQUALLY / / / MAX.ABLES 17-22 HEIGHT SPACED /{ BCHO IS PER BUCK SEE / / I TABLES 23Z7 / / HEIGHT SHEETS J i 9-16 I 15.6T O X O X X O X MAX.O.C: _ — — 8"MAX. 71 8'MAX. — SEE SILL SEE SILL WEEPHOLE LEPHOLES C. I I 3'MAX. •—� WEEPHOLE 4"O.C. I 3'MAX SEE SILL 8 DETAILS, I I DETAILS, WEEPHOLE 4"O.C.BETWEEN SHEET3 EN ���111 Itt SHEET4 BETWEEN DETAILS, 3"MAX. WEEPHOLES 5°MAX.BUCK WIDTH e EPHOLE75"MAX.BUCK WIDTH BHEET 3 140'MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANN ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURA N SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NA - IN CODES/STANDARDS USED: •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION •IDA 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLOR DING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ASTM E1300-09ANSVAF&PA NOS-2018 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30•IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. •ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI S100-16 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE •AISC 360.16 4)ALL WOOD BUCKS LESS THAN 1-12-THICKARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"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)ORARCHITECT OF RECORD,(AOR). GENERAL NOTES..."".."'....""""'I 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 SHOULD BE SEALED.OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. .................................1 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. FRAME,GLASS&ANCHOR 7)DESIGN PRESSURES: OPTIONS.............................2 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,FLANGE& B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. EQUAL LEGIBOX.................3 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL.....................4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS........................5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES...................6-8 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................9.16 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA;DEWALT ULTRACON+NOA;ELCO/DEWALT CRETEFLEX NOq ELCO/DEWALT AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR EXTRUSION PROFILES&BOM....17 PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL PRODUCT REVISED USER INSTRUCTIONS: as complying with the Florida 11 I I I I Building Code 1)DETERMINE THE 2)KNOWING YOUR FITE SPECIFIC.RAME TYPE,WINDOW CONFIGURATION(OX,XO,XOINGS DESIGN �SIZE,GLAZ3NG OPTION FROM(TABLE REQUIREMENT USINGWINDLOAD T)ANOD BCE 7. \.\\\O�1..L.... ����� )UP NOA-No. 20-/24120 1 REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING �� �� C)UPDATED TO FBC 2020, Expiration Data 09124/2025 TABLES 6-16(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING : ��.•' LICENSE'•. REVISED ANCHOR TYPE P OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE Q.' •'.� TABLE By G 3)DETERMINE THE MOST SUITABLEANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION No.58705 AK-03/27/20 Miami-Dade Product Control CONDITIONS. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES I7-27(SHEETS 9-16),VERIFY THE ANCHOR/SUBSTRATE WILL MEET D°dcripflam Drv-W.REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET )3 '•• �J/ 0 �� 1070 TECHNOLOGY DRNE GENERAL NOTES&ELEVATION J ROSOWSKI SET ARE MET. �O�'.• STA OF :••(V�` N.VENICE.FL34275 5)INSTALL B PER SHEER FOR FLANGE(EQUAL LEG INSTALLATION OR SHEET FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. ' •' F[ORIOP`,••' \�� (941}480'1600 °' �O' '� S "•••••• G HORIZONTAL ROLLER-LM 05/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. � NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(JLHANNEL,FLANGE, �''/��NALI1IE I\\\ � ��� Drofo W INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE B ON SHEET 2. A LY.F*5 ER,RE HR-5510 NTS 1 OF 18 MD-HR5510-01 C P.Etl 58705 REGISTRATION 629298 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 Installation YP Types Options Substrate Option Detail Sheet 5 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Intedayer "T"=HEAT STRENGTHENED (see Fig B) (see Table 1) Conditions T'=TEMPERED 6 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+W16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Intedayer "PVB"=.090"TROSIFoL®PVB Through the ....into 2X Wood Frame/Bucksbip-sheet 4,option 5 7 7/8'Laminated I.G.:3116"A Exterior Cap+3/9'Air Space+5116"Laminated;(2)Utes of 1i8"A Glass with.090"PVB Intedayer BY KURARAY AMERICA,INC. ,l-Channel 5-8 Integral In...... ....Into Metal-sheet 4,option a 8 718'Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Intedayer 'SG"-.090"SENTRYGLASS (#1) Through the frame --•-Into 2X Wood Frame/Buckstdp-sheet 4,option s 10 7/8'Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Utes of 118"H Glass with.090"SG Intedayer INTERLAYER BY KURARAY of the window...... ....into Metal-sheet 4,option 7 AMERICA,INC. ....into 2X Woad Frame/Buckstdp-sheet 3,option 1 11 7/8-Laminated I.G.:3/16'A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.090"SG Intedayer Flange All Through the frame ....Into Concrete/CMU-sheet 3,option 2 12 7/8'Laminated I.G.:3116'T Exterior Cap+318"Air Space+5/19'Laminated;(2)Utes of 1/8"H Glass with.090'SG Intedayer (02) of the window...... through I Buckstdp Into Concrete/CMU eretelcMU-sheet 3,option 3 GLASS TYPES 5,7,11 8 15 14 7/8"Laminated I.G.:1/8"T Exterior Cap+5/16"Air Space+7116"Laminated;(2)Utes of 3/16 A Glass with.090"SG Intedayer MAY NOT BE USED IN THE Into Metal-sheet 3,option 4 15 7/8"Laminated I.G.:3/16'A Exterior Cap+1l4"Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.090"SG Intedayer HVHZ ABOVE 30'. Through the Into 2X Wood Frame/Buckstdp-sheet 4,option 5 16 7/8"Laminated I.G.:3/16'T Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Utes of 3116"A Glass with.090"SG Intedayer Integral Fin Integral On...... ....Into Metal-sheet 4,option 8 SEE SHEET 6,TABLE 5 FOR GLAZINGESIGN PRESSURElANCHORAGE INDEX. (#3j /O 5-8 Through the frame•--Into 2X Wood FramelBuckstdp-sheet 4,option 6 of the window...... ----Into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Material Min.F Box/ ....Into 2X Wood Freme/Buckstdp-sheet 3,option 1 Group Anchor Substrate Min.Edge Min. •MIN.OF 3 r Min.Fs Equal-Leg All Through the frame ....Into Concrete/CMU-sheet 3,option 2 Distance Embedment' THREADS Steel Screw 92 ksi 120 ksl ( ) of the window...... •,••mrough 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 P.T.Southern Pine(SG=0.55) 7/16" 1 8' BEYOND THE 18-8 Screw 60 ksi 95 kal ....Into Metal-sheet 3,option 4 #1.SMS Steel,A36- 318" 0.050' METAL 410 Screw 90 ksi 110 ksi (steel,18-8 S.S. Steel Stud,A653 Gr.33• 319" 0.0451"(18 Ga.) SUBSTRATE Elco/DeWalt AggreGatorO 57 ksi 96 ksi A or 410 S.S.) Aluminum,6063-75' 3/8" 0.050' Elco UltmConS 155 ksi 177 ksi 3/16"steel Ultracon or P.T.Southern Pine(SG=0.55 7/16" 'Iva" 'UNGROUTID FIGURE B:FRAME TYPES CMU'VALUES 3l16"DeWalt UhmCon+® 117 ksi 164 ksi Ultraoon+ Concrete(min.3 ksi) 1" 1-316" MAY BE USED 1/4"DeWalt UltraCon+0 148 ksl 164 ksi 3!16 steel Ultmcon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4- FOR GROUTED 410 SS Elco/Dewalt GeleFlex® 127.4 ksi 189.7 ksi � � 3/iG steel Ultracon+ Ungrouted CMU,(ASTM C-90) 1' 1-1/4' CMU 6063-75 Aluminum 16 ksi 22 ksi (q�--� P.T.Southern Pine(SG=0.55) 9116" 1JI8' APPLICATIONS. 2 0 U o #12 SMS A36 Steel 36 ksi 58 ksi (steel,18-0 S.S. Steel,A38' 3/8" 0.050" Gr.33 Steei Stud 33 ksi 45 ksi or 1.1 S.S.) Steel Stud,A653 Gr.33• 3f8" 0.0451"(18 Ga.) BOX OR Aluminum,6063-TS' 318" 0.WZ" FLANGE EOUAL- B INSTALlAT10N NOTES,SEE SHEETS 3 84 FOR ILLUSTRATIONS: LEG 7/4"steel Ultracon or P.T.Southern Pine(SG=0.55) 1' 1-318' Ultracon+ 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1.1/8' 2 8.3.THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. o 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) i• 1-318" ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE Concrete(min.2.85 ksi) 1" 11/4" WINDOW. 114'steel Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4' 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 2, C 1/4'steel Ultracorr+ Concrete(min.3 ksl) 1-3116' 1.3/4' THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE 0 0 Ungrouted CMU,(ASTM C-90) 1" 1-114' CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF 1/4'steel Creteflex Concrete(min.3.35 ksi) 1' 1.3/4" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED 3 CFWJN� INTEGRAL 1W steel Ultracan Concrete(min.2.85 ksi) 2-112' 1-3/4" AS 2X ARE 1-12"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED) FIN 1/4"steel Ultracon+ Concrete(min.3 ksi) 2-1/2' 1-3/4" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 1/4"steel Ult teflexacon+ Ung Concroutedete CMU,.3.35 sQ 2-1/2" 1-314' RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. D 1/4'steel Creteflez Concrete(min.3.35 ks) 2-12' 13/4' Ungrouted CMU,(ASTM C-90) 2-112" 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 1-112" 1a1B" OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED Grouted CMU,(ASTM G90) Y 7' as complying with the Florida 4j SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. TABLE 3: Building Code Min.Edge Min. �\ // Revfalon: NOA-No, 20-0406.01 Group Anchor substrate Distance Embedment `��` NY LYNN rig Ex lmtlon Date 09/24/2025 �0,.•••••••. 2Jj� �� C)REVISEDANCHORTABLE, P E 2-1/Y x.131'Common Nail P.T.Southern Pere(SG=11.55) 3I8" 2-7/18' `�; \"1GENSF''•.�� CORRECTED TABLE 4. By 2-1/2"Ring-shank Rooting Nall P.T.Southem Pine(SG=0.55) 3/8' 2-7/16' Q-':• ••.��% AK-032720 Miami-Dade Product eontro P.T.Southern Pine(SG=0.55) 117 1-W8' _* No.58705 *= #10 Tmsshead SMS Aluminum,6oGi-75• 31B' 0.05cr _ OD (steel,I"S.S. _ Dascdptlam Dram By stud Gr.331 3/8' 0 5' -MIN.OF3 _� Q- Ste.] 0 �, 107o TECHNOLOGYDRIVE GLASS/ANCHORSIFRAME OPTIONS JROSOWSKI F Steel,A" 318" 0.050' �� •� N:VENICE,FL 34275 HREADS O tw P.T.Southem Pine(SG=0.55) 9/1E 1-we" BEYOND THE •'•.'�CORIOP•.•'•�_� (9't1}480-1800 �°' D0 rtt2 sMs Atuminum,sop-T5• 3I8• 0.063• METAL i G HORIZONTAL ROLLER-LM 05/15/15 (stcel,0 S.S.S. Steel Stud,Gr.33• 3/8' 0.050• SUBSTRATE ''S`S/CNAL or410 S.S.) /// lLLLL\1\` Sodos vwd. Scofa ShaaL Drmirq No. Rev: Steal,A36' 31W 0.DS0' A LYN�f)ItL"RE HR-5510 NTS 2 OF 1S MD-HR5510-01 C P.E#58705 REGISTRATION#29296 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 ROOR 23 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS") SEE NOTE 2,SHEET 2. SEE TABLE 2,SHEET 2. TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE FRAME INTO METAL FRAME INTO 2X WOOD OR"OX"SASH 1/4"MAX SHIM EMBEDMENT FRAME OR BUCKSTRIP. 19 16 16 29 30 SEE NOTE 2,SHEET 2. 1!4'MAX..SHIM EMBEDMENT 13 20 OPERABLE 4 28 FLANGE I C10 OR#12 STEEL 40 SASH DISTANCE EDGE FRAME i i SMS(G5),SEE 37-39 - SHOWN O fm IJJJL TABLE 2.SHEET 2. I � lu 2 28 a� EMBED ENTAN P 2 �1/4"MAX SHIM ❑ FIXED 41 0 0 ❑ O •. E' EMBEDMENT AND 13 LITEVISIBLE I _ EDGE DISTANCE PER -'r- LIGHT WIDTH fff� SUBSTRATE,SEE 72 n ` TABLE 2,SHEET 2. 85 DADE APPROVED MULUON, 3 - 29 FBC COMPLIANT I�0 I VISIBLE 42 0 �. ALUMINUM/STEEL FRAMING FLANGE LIGHTWIDTH II�� DCTERIOR OR STEEL STUD.MAY BE FRAME 72 14 r1 4 EQUAL 240R250R26 V VISIBLE FIXED VERTICAL OR HORIZONTAL SHOWN O O LEG (1)AT MID-SPAN OF INTERLOCK LIGHT LITE SEE SUBSTRATE PROPERTIES. (SEE SHEETS 6-8)TYPICAL FOR ALL FRAME H (1)3-12"FROM EACH SASH HEIGHT TABLE 2,SHEET 2 'XO"OR"OX"FIXED MEETING RAIL SHOWNCORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILESlRAILS 29 HORIZONTAL SECTION A-A(OX) 22 R z3 26 BUCK 30 18 19 16 HEIGHT EXTERIOR q (SEE SHEETS 7-8)TYPICAL OPERABLE FOR ALL"XOX"SASH OPERABLE 40 20 OPERABLE 43 SASH SASH VISIBLE 37-39 SASH- _ � o 21 OROOR 23 LIGHT I� 1 I j;I ❑ (SEE SHEETS 6-8) HEIGHT 0 it ; 28 I Q TYPICAL FOR _�I��I �LJ�_ 41 JI IL„L ALL SASH 16 o O FIXED ���1111 VISIBLE I o LITE o t I VISIBLE 86 I _ 45 47 ❑ LIGHT WIDTH ,r _fir il LIGHT WIDTH fff� 81 29 FLANGE i 0�❑ 5 FRAME I o o I o WEEP OPT. 2g 15 SHOWN 87 85 CJ�_j� ZJL NOTCHES 80 O 42 3/4"X 1/4" _I VISIBLE _ EXTERIOR 0 1-1/4"X 1/q" P R OR "���III LIGHT WIDTH III 72 4 2 (SEE SHEETS 8-8)TYPICAL FOR 14 � 4 ALL"XOX"FIXED MEETING RAIL � � 1/4•MAX f BUCK WIDTH 00 SHIM HORIZONTAL SECTION E-E(XOX) EQUAL-LEG PRODUCT REVISED INSTALLATION AS PER SECTION A-A ABOVE as complying with the Florida EQUAL LEG I I I I SHOWN Building Code FRAME SHOWN.: ... �``00 LYN/y ''�., Reytxom Noa-No. 20-0406.01 INSTALLATION EMBEDMENT �`t�.•'' EN F �((� AKN 0327120 ES THIS SHEET. Expiration Date 09/2412025 • �1O s OPTION 2 By ANCHORED THROUGH��. .1 No.58705 Mlami-0ade Product Control FRAME DIRECTLY INTO _- /? '*_ CONCRETEICMU. EDGE _.G _U _ Dmaipu-. Uvwn TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS 2 �� 107 milsiOLOGYDRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBF�MENT AND EDGE VERTICAL (EQUAL-LITE,XO&OX) �O�•. STAT OF .'-.(v6- N.VHtICE,Fl-34z75 Tom, Datm DISTANCE PER SUBSTRATE, SECTION B-B WIDTH:BUCK WIDTH/2-4-114• % (cs ••F�oR1DP..• �Z; (941}480-1600 HORIZONTAL ROLLER-LM 05/15/15 SEE TABLE 2,SHEET 2. HEIGHT:BUCK HEIGHT-7-1/4" �� S G% �'i TO�INAL E��`� S«d�/tmaeb sw1.: sir Dmwng Ne. Rw. A LYNf�A�IL1�R.RE HR-5510 NTS 3 OF 18 MO-HR5510-01 C P.EN 58706 REGISTRATION 929M INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OROOR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 65) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X I...f EMBEDMENT FIN/FLANGE REMOVED) "XO"OR"OX"SASH WOOD FRAME OR BUCK- a I STRIP.SEE NOTE 2, EDGE —�{ 1/4'MAX.SHIM 19 16 30 16 29 SHEEP 2. DISTANCE I 13 20 OPERABLE 4 28 EDGE #10 OR 012 STEEL 40 SASH DISTANCE J-CHANNEL 3759 —LJ FRAME SHOWN SMS(HESEE TABLE 2,SHEET 2. I o p T 1 28 TYP ANCHOR ❑11 1/4'MAX SHIM F 41 0 " EMBEDMENT AND EDGE DISTANCE PER 1 � LITE TYP.ANCHOR TYPE, FIN AND/OR VISIBLE SUBSTRATE,SEE � �- EMBEDMENT AND EDGE FLANGE MAY BE ❑� �I LIGHT WIDTH TABLE 2,SHEET2. SCREW SHOWN DISTANCE PER SUBSTRATE, REMOVED IN-FIELD ( ) 72 O SEE TABLE 3,SHEET 2. 0 85 g7 FIN FRAME 13 DADEAPPROVED MULLION, VISIBLE 42 0 SHOWN 29 FBC COMPLWNT LIGHT WIDTH EXTERIOR ALUMINUM19TEEL FRAMING 72 24 OR 25 OR 26 14 V 3 OR STEEL STUD.MAY BE VISIBLE FIXED VERTICAL OR HORQONTAL (SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL HEIGHT TABLES 2&3,SHEEr2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 22 SHEETS OPTION 6 (SEE SHEETS 7-8) ANCHORED THROUGH 29 30 16 19 16 TYPICAL FOR FIN INTO METAL 2g ALL"XOX" (FLANGE MAY BE REMOVED) SUCK EXTERIOR OPERABLE 40 20 OPERABLE 43 SASH HEIGHT � o SASH o SASH o - I� VISIBLE I SMS(G5)1SSTEEL 21 OROOR 23 HEIGHT OPERABLE 0� li 1 28 r 1� II 11c: 0 TABLE 2,SHEET 2. (SEE SHEETS 6-8) SASH L J TYPICAL FOR ❑ o o��—` 41 J�o o��I ALL SASH 16 I FIXED EDLJ VISIBLE I o LITE 86 � 45 47 LIGHT WIDTH fff� �r - f ~~"II LIGHT WIDTH IuHul BO 81 iL-- FINFRAME 87 85 WEEP 29 01� SHOWN LJ^ NOTCHES 29 0 3/4"X 1/4" 25 OR 26 VISIBLE 42 EXTERIOR 00 1-1/4"X 114" 3 O LIGHT WIDTH 72 14 �L, 1 J-CHANNEL (SEE SHEETS 6-8)TYPICAL FOR v FRAME 33 15 ALL"XOX"FIXED MEETING RAIL � r BUCK WIDTH SHOWN 3 114"MAX HORIZONTAL SECTION C-C(XOX) PRODUCT REVISED o p SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE as complying with the Florida FIN FRAME 43 (1)3-12"FROM EACH SASH i I I I I I Building Code T CORNER AND(1)AT CENTER OF NOA-No. 20-0406.01 SHOWN I SASH STILESIRAILS ���� QNY LYAfN �� RO`"°"O": TYP.ANCHOR TYPE, ;� N • 2! i C)NO CHANGES THIS SHEET. Expiration Date 09124/2025 EMBEDMENT AND ��; LICENy��'••% AK-03/2720 ,�" EDGE DISTANCE PER EDGE DISTANCE � Q'... . •,Cn�% ey SUBSTRATE,SEE SEE _ No.58705 — Miami-Dade Product Control TABLE 3,SHEET 2. —_1 EMBEDMENT VERTICAL VISIBLE LIGHT FORMULAS L 1 try 1070 TECHNOLOGY DRIVE J�HANNEL&INTEGRAL FIN FRAMES J RO OWSKI INSTALLATION OPTION 5 (EQUAL-LITE,XO&OX) ;O�. �A OF (('� N.VENICE FL 94275 ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTH:BUCK WIDTH/2-4-1/4' ��tcs, '•.c�ORIDP,.•'G� (941)480.160o HORIZONTAL ROLLER-LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-114" '� S STRIP.SEE NOTE 2,SHEET 2. '�i/ONAL EN � � Serie/ModeL• Soah: Shek O—iny No. Rer. A LYNfJ MILLER,P.E REGISTRATION HR-5510 NTS 4 OF 18 MD-HR5510-01 C P.E#68705 SILICONE STRUCTURAL 7/8"NOM. �-{ 7/8"NOM. �+ 7/8`NOM. 718"NOM. �+ POLYISOBUTYLENE 1!4"NOM. WITH DESICCANT EXT.GLASS 78 KODISPACE 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 4SG TPS 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A_GLASS 3/16"T_GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EKfERIOR INT.GLASS 7&7B 7679 78.78 76-79 HOT-MELT BUTYL STRUCTURAL GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SILICONE 3/16"NOM. GLASS TYPE 5 FOAM WITH DESICCANT n SUPER 7/8'NOM. —�{ 7/8'NOM. �+ 7/8`NOM. 7l8'NOM. Fxr.cLAss ❑SPACER@ NXT- 5/16"H/H SG 5/16"H/H SG 5116"H/H SG 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE INr.GLAss 1/8"T GLASS 3/16'A_GLASS 3116"T GLASS 1/8"T GLASS ALUMINUM a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR REINFORCEMENT 76-7B 7e-7s 7s-7a 7s•79 BUTYL5116"NOM. 8 DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM EXT.GLASS 78 DURASEALO SPACER 12"NOM.GIASS 718"NOM. { 7/8"NOM. +- 76-79 BITETYP. 11 T.GLASS 72 74 7/16"A/A SG 7/16"A/A SG EXTERIOR GLASS TYPES 5,7,11 815 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE POLYIS(1 DESICCANT FILL AREA 28 3I16"A GLASS—, 311.6"T GLASS---, HVHZABOVE 30'. BUTYLENE 5116`NOM. 29 IQ 75 a EXTERIOR a EXTERIOR GLASS TYPES 10-12 814-16 SEAL SILICONE SEAL 29 MAY N07 BE USED WITH ROLL-FORMED 78-78 O J-CHANNEL OR INTEGRAL STAINLESS STE FIN FRAMES XL EDGETM 33 EXT.GLASS 79 SPACER ❑ GLASS TYPE 15 GLASS TYPE 16 PRODUCT REVISED a (7 as Building uildcomplying dowith the Florida 7 RaWW= NOA-No. 20-0406.01 INT.cwss • ' '' `� 0xv LYtvv % C)NO CHANGES THIS SHEET. Expiration Date 09/24/2025 TYP.GLAZING DETAIL 1lCENSF•,�� AK-032720 �- e, MIami-Dad.Product Control *: No.58705 "A"=ANNEALED — * �p� �n W. Part# Descdp8on Material "W-HEAT STRENGTHENED --O : _ 1070TC•CHNOLOGYDRNE GLAZING DETAILS J ROSOWSKI 'T=TEMPERED 76 Kommeding 45G TPS Spacer System .PVB"a.090`TROSIFOLXD PVB BY KURARAY AMERICA,INC. %�O.••, q E OF <[/� N.VENICE,fl.34275 ti8a Oota 77 Quanex Super Spacer nXT with Hot Mek Butyl See this *SG"_.090'SENTRYGLAS®INTERLAYFlt BY KURARAY %��••.-A ORION ••��� 1}480.1600 HORIZONTAL ROLLER WINDOW-LM 05/15/15 Sheet for AMERICA,INC. ' lr 78 Quanex Duraseal Spacer Materials �i S G�1 79 Cardinal XL Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, ''7�CNAL E� ` S.rtm/Yo - _mW Sheet: A LiNN Y18L> ,1P.En9 No. Rer. REFERENCE TEST REPORTS:FTL�717,896888970 SHEET2 P.EN 58706 REGISTRATION M2.9298 HR-5510 NTS 50F 18 MD-HR5510-01 C TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Max. Max. Glass Reint Design P.9suro Anchor Quantity TABLE 6: TABLE 7: ConBg. Width Height Type Letol Glass Types Design Pressure(Ibs/ft2) Glass Types Design Pressure Qbs/ft2) Tablas I Sheet# Table Sheet# 5-8 forXOorOXVVindows 5-8 forXOorOXWindows 54' 1 8 e 17 9 54' 5-8 2 7 6 18 9 ReiN.1e1e1 R1 All Buck Heights up to 54' Rend.Letel R2 All Buck Heists up to 54' 75• 63" 3 8 7 19 10 ar 63' 4 11 a 21 11 All Buck Widths All Buck Widths ox 1. 6-8 4 10 8 20 10 up to75" +50/SO up to75' +651-70 10-12 4 12 8 22 11 75• 76' 14-16 4 12 8 22 11 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 5.8 3 9 7 23 12 120" ST 5&6 4 13 8 24 13 E 7&8 4 14 8 25 14 140' 0• 10.12 4 15 8 26 15 O O 14-16 4 i6 a 27 16 HEADER HEADER 4"MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH O 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 APPLY TO ALL HEIGHT CLUSTER DETAIL FRAME TYPES& FRAMETYPES& CONFIGURATIONS) Q O CONFIGURATIONS) Q O 21 21 4"MAX.O.C. RIOR SILL EXTEMOR SILL / 4-ANCHOR o 0 CLUSTER DETAIL SASH WIDTH SASH WIDTH —+-1 f-�-- 0 o o MEETING RAIL a e o MEETING RAIL 4'MAX.O.C. 24 25 21 21 a 21 21 0 JAMB EXTERIOR o JAMB EXTERIOR e F73-LAINCHOR o STER DETAIL PRODUCT REVISED NOTES: as complying with the Florida 1)USE THESE TABLES FOR ALL WINDOWS Building Code I 0� NSTALLED THROUGH THE FRAME OR 11 �7 RaNaiarr NOA-to. 20-0406.01 a"MAX O C INTEGRAL FIN. ♦♦♦� Y LYN � I'll C)NO CHANGES THIS SHEET. Expiration Date 09/24/2025 . . .......N 4"MIN..O.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SHEETS 3.4).SASH SIZE IS AS �1�,• UCENSF'•.�(� i AK-03/27/20 By 1 PER THE FIGURE Q, '•,� MI3m4-Dade Product Control 3)FOR SIZES NOT SHOWN,ROUND UP TO THE �,: No.58705 '• NEXT AVAILABLE WIDTH OR HEIGHT p� DIMENSION SHOWN ON THE TABLE -17 ; — 1070 TECHNOLOGY DRA/E DESIGN PRESSURE TABLES JROSOWSKI 72Z-ANCHOR 4)'1l4-1/2-1l4'AND'113-1l3-1lJ'INDICATETHAT �0 2a: C);_ THOSE STANDARD SASH CONFIGURATIONS :Q 44/� N.VENK�FL34Z76STER DETAIL FALLWITHIN THE SASH WIDTH RANGEINTHE (�'• F �� (941H80.1600 F� IORIDP.••'G,\?: ADJACENT COLUMN."CUSTOM'INDICAT �� s ...... HORIZONTAL HORIZONTAL ROLLER-LM 05 15115 THAT NO STANDARD SASH CONFIGURATIONS �',`S�ONAL EN♦♦♦ sarw Yodel• sears: Sheet ormxng No. Rer. FALL WITHIN THE RANGE. /// A LHNN MILL 05.P.E. HR-5510 NTS 6 OF 18 MD-HR5510-01 C RE q 58705 REGISTRATION 629M TABLE B: Glass Types Design Pressure(Ibsffe) 5-8 forXOorOXWndows Rekd.Level R3 All Buck Heights up to 63• O All Buck Wkths }rj0/.50 HEADER up to 75' SEE TABLE 19 FOR ANCHORAGE O TABLE 9: Glass Types Design Pressure(lbsife)forXOX O 0 22 5-B Sash Sall, Width Windows ReInL Level Configuration Range(in) Window BuckHFteigM SASH R3 48' S4• 63• HEIGHT 35-114' %-Y-Y 11.391-11.391 +505 50.0 +50,0 50.0 +50,0 50.0 O 1. "-Y 12 308-12.308 -50.0 1 50.0 +50.0 -50.0 +50.0 50.0 22 118' y-Y-Y 11.391-13.397 +50.0 50.0 +50.0 50.0 +50,0 SOA 45- Y-Y-Y 13.398-14.6B3 +50.0 50.0 +50.0 .50.0 +50.0 -50.0 47 y 14' -yz-y 11.391-12297 +50.0 •60.0 +50.0 -50.0 +50.0 %.0 Y-Y-Y 1229e-15.55e +so.o So.o +so.o -sD.D +so.o 50.0 Orm m SILL Custom 11.391-12.016 +50.0 -50.0 +50.0 -50,0 -50.0 -50.0 OR a g 52-1/8• Y_+Y_y 12D17-13.397 +50.0 •500 +50.0 -50.0 +50,D .50.0 O 3 Y-Y-Y 13.398-17.016 +50.0 50.0 +50.0 -50.0 +50.0 -50.0 m Custom 11.391-13.397 +50,0 50.0 +50.0 .50.0 +50,0 -50.0 SASH WIDTH 'S 60' y-Y_y 13.398-15.360 +50.0 50.0 +50.0 50.0 +50.0 -50.0 Y-Y-Y 15.361-19.641 +50,0 -50.0 +50.0 -50.0 +50.0 50.0 Custom 11.391-13.397 +50.0 50.0 +50.0 -50.0 +50.0 -50.0 O e e MEETING RAIL 75" y_y y 13.398-19.110 +50.0 50.0 +50.0 50.0 +50.0 50.0 25 Y-Y-Y 19.111-24.641 +50.0 50.0 +50.0 50.0 -50.0 50.0 o Custom 16.360-19.397 +50.0 -50.0 +50,0 50.0 +49.1• •49.1• 22 22 o BE y_Y_y 19.398-24.360 -50.0 .50.0 +50.0 50.0 -50.0 50.0 JAMB FMFRIOR Custom 24.361-30.360 +50.0 -5o.0 +SO.O •50.o +50.o 50.0 n o H V 120' y_Y� -30.360 +50.0 -50.0 +Sp,O 50.0 +49.1• d9.1' ° o '+501-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE MIN.SASH SIZE=WINDOW WIDTH-59.28 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES& PRODUCT REVISED CONFIGURATIONS) as complying with the Florida 1111 I I 1 i/ Building Code ONY LYN/y �.,� Q NO NOA-No. 20-0406.01 .`�,• ........ �'// C)NO CHANGES THIS SHEET. Expiration Date 09/24/2025 ` Pam•,. OCENSF'•.����� AK-03127/20 B .: No.58705 MIaml-Dade Product Control Yl / DnuripDea: Drmm By:NOTES: a :�\ 1070TECHNOLOGYDRIVE DESIGN PRESSURE TABLES JROSOWSKI 1)USETHESETABLES FORALLWINDOWS INSTALLED THROUGH THE FRAME OR INTEGRALFIN. 0,'• TE F ;'!(/` N.VENIC$R.34276 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. F/ORIDP,••' ��� (BYI}480-16D0 6 °• 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE ��Isis •• ••• G\�� HORIZONTAL ROLLER-LM 05/15/15 4)`1/4-1/2-1/4'AND`7l3-t13.113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTHSedsV��NA�•1 Soi� Sheet pra..n,g Ho. Rar. RANGE IN THE ADJACENT COLUMN.`CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A LYNN MILLER,RE HR-5510 NTS 7 OF 18 MD-HR5510-01 C THE RANGE. P.Ett 56705 REGISmm=N4192B8 TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure(lbs/ft2)for Glass Types Design Pressure(Ibs/ft2)for Glass Types n 5-e 10-128'74-18 Design Pressure 58B Sash Sash g ((bsffe)for XOX Windows TABLE 10: XO or OX Windows XO or OX Windows Width Glass Types Design Pressure(Ibs/ft) RelnC Level Window Buck Height Rent Level Window Buck HeightROlnf.Level Configum8onght R4 Range On) Window Buck Haight 6-8 for XO or OX Windows R4 4S 54" 63• R4 54' 63' 76' 38' 48' Sd• 63"25.112" +65.0 -70.0 *fi5.0 -70.0 +65.0 -70.0 25-1/2' +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 Custom 11.391-13.397 +65.0 -T0.0 +65,0 -70.0 +65.0 -70.0 +65.0 -65.3 Relyd.Level R4 AO Buck Wight.up to 77 = 28' +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 3 2S +65.0 -110.0 +65.0 -710.0 +&S.0 -110.0 60' Y-K-Y 13.398-15.360 +65.0 -70.D +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 A0 Buck Widths 3S +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 Y 3S +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 Y%-Y 15.381-19.B47 +65.0 •70.0 +65.0 -T0.0 aB5.0 -70.0 +85.0 -70.0 +50/-50 up to 75" m 42- +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 m 42' +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 Custom 11.391-13.397 +65.0 -70.0 +65.0 -69.6 +63.3 -63.3 +532 53.2 4S +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 4S +65.0 -110.0 +66.0 -110.0 -65.0 -110.0 75" Y-Y-Y 13.398-19.110 +65.0 70.0 +65.0 -70.0 +65.0 -66.5 +562 -56.2 SEE TABLE 20 FOR ANCHORAGE � � m 60" -65.0 -70.0 +65.0 -70.0 +65.0 -70.0 60' +65.0 -110.0 +65.0 -110.0 -65.0 -93.9 g K-Y-Y 19.111-z4.641 +65.0 -70.0 +65.0 •70.0 +65.0 •70.0 +65.0 E8.0 75' +65.0 -70.0 +65.0 -70.0 +64.3• 54.3' 7S +65.0 -110.0 +65.0 -103.5 +65.0 •80.0 Custom 18.360-19.397 +65.0 -70.0 +59.9 59.9 +55.5 55.5 +49.1 <9.1 3 96' %-%.y 19.398-24.360 +65.0 -70.0 +62.1 -62.1 +58.0 58.0 +50.3 50.3 •+651-70 FOR GLASS TYPES 8-e SEE TABLE 22 FOR ANCHORAGE SEE TABLE 21 FOR ANCHORAGE - Custom 24.361-30.360 +65.0 -70.0 +65.0 -70.0 +65.0 -67.3 +57.0 57.0 TABLE 15: 0 121F y-Y-y 30.360 +65.0 -7D.0 +59.9 -59.9 +55.5 55.5 +49.1 -49.1 Glass Types Design Pressure(Ibs/It)for XOX WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE 10-12 Sash HEADER "MIN.SASH SIZE Sash width Windows TABLE 14: 2 Reinf.Level Configuration Range(in) Window Buck Height Glass Types R4 48• 1• 1 B3• 7&8 Sash Sash Design Pressure(lbs/ft2)for XOX Windows Custom 11.391-13.397 -65.0 .110.0 +65.0 .110.0 .65.0 •110.0 O Ruinr LevelConfiguration Width Range(in) Willow Buck Height 60" y-K-y4 13398-15.350 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 R4 39' Q. 54 1" 1 83' O O Y�-K 15 361-19.841 +65.0 -110.0 +85.0 -110.0 +65.0 -110.0 23 Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 1 -70.0 Custom 11.391-13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 SIX' Y K-Y. 13.398-15.360 +6S0 -70.0 -65.0!-70.0 -65.0 -70.0 +650 -70.0 75- % y 13.398-19.110 +65.0 -110.0 +65.0 -110.0 +6&0 -110.0 SASH ti K-Y-Y 15.361-19.641 +650 -70.0 +65.0 -70.0 -65.0 -7Q0 +65.0 -70.0 HEIGHT r1 m 11.391-13.397 +650 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 K-K-K ts111-z4s41 +ss.o -no.o «es.o -1m.o +ss.o -110.0 � m Custom 17.641-19.397 +65.0 -110.0 +65.0 -110.0 +6&0' -104.6• 7S Y-K-Y+ 13.398-19.110 +6i0 -70.0 +85.0 -70.0 +65.0 -7Q0 +650 -70.0 Y- K 23 m Y-Y-Y 19.111-24.641 +650 -70.0 +65.0 -70.0 +65.0 •70.0 +65.0 -7Q0 E 96' 19.398-24.360 +65.0 -110.0 +65.0 .110.0 +65.0 -1 10.5 ; Custom 18.360-19.397 +65.0 -70.0 +65.0 -70.0 +65.0 -7Q0 +65.0' -67.Y y Custom 24.361-31.641 +65.0 -170.0 +65.0 -110.0 +85.0 -110.0 S Y-%-� a 9S Y.-Y.-Y. 19.398-24.360 +65.0 -740 +855.0 -70.0 +65.0 -70.0 +65.0• 68.8• + Y z9.ea1-3z.s1s +es.o -110.0 .ss.o -110.0 .ss.D• -1aa.s• 120" Custom 24.361-30.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 K%a-K 32516-39.641 +85.0 1-110.0 +65.0 -110.0 «65.0 -110.0 0R 120' Y,-%-y 30.360 +65.0 -7Q0 +65.0 -70.0 +65.0 -70.0 +65.0" -67.Y 140' Custom 39.B41 +65.0 -110.0 +65.0 -110.0 +&5.0' -104.6• a SILL +65/-110 FOR GLASS TYPES 11&12 SEE TABLE 26 FOR ANCHORAGE •+651-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE o ••MIN.SASH SIZE WINDOW WIDTH-5928 ••MIN.SASH SIZE=WINDOW WIDTH-60.72 2 TABLE 16: Glass Types Sash Design Pressure(Ibs/Itz)forXOX SASH WIDTH 1a-1s Sash Width Windows SECTION DETAIL Reinf.Level Configuration Range(in) Window Buck Height I e o MEETING RAIL FOR WINDOWS WITH R4 48' 5" 83" LEVEL R4 REINFORCEMENT Custom 17.391-13.3 +65.0 -110.0 +65.0 -110.0 «65.0 -11Q0 26 (REINFORCEMENTS SHOWN 60' ''/a-K-'/. 13.399-15.360 60 +65.0 -11Q0 +65.0 -110.0 +65.0 -11QO e o IN FIGURES APPLY TO ALL Y Y Y 23 23 a FRAME TYPES& 15.361-19.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 JAMB E%TERIOR CONFIGURATIONS) 'GLASS TYPES c Custom 11.391•13.397 +65.0 -110.0 +65.0 .110.0 +65.0 -109.3 n o MAY NOT BE USEDSED WITH 75' y-Y% 13.398-19.110 +65.0 -110.0 +65.0 .110.0 -65.0 -1020 V o J-CHANNEL OR INTEGRAL K-Ya-K 19.111-24.641 +65.0 -11Q0 +65.0 -110.0 +85.0 -1029 B FIN FRAMES PRODUCT REVISED y as eompiing with the Florida m Custom 17.641-19.397 +65.0 -110.0 +65.0 -110.0 +65.0 -97.4 I I I I t u Building ode 9 Non No. 20-0406.01 90" K-Y/a-Y/a 19.398•24.380 +6S0 -110.0 +65.0 1-110.0 -65.0 -92.0 ���� kv L)'NN '�i� Rewlekn' }i Custom 24.361-31.641 +65.0 -11Q0 +65.0 .110.0 +6ED -88.4 ` .`��•'•'-• A�/ �% C)NO CHANGES THIS SHEET. Expiration Date 09/24/2025 1,7CENsF �� 120' Y 29.641-32.515 +85.0 -110.0 +65.0 -709.8 .85.0 6 AK 4.3 Q'.• •a13 S gY 32 11 516-39.641 «65.0 - 0.0 +85.0 -1050 +65.0 -80.8 No.58705 Miaml-Dade Product Contra 140' 1 Custom ^ -39.641 +650 -710.0 +65.0 -1050 +65.0 -80.0 Jam/ , -*-� : _ Ddmlpti.. Drmm 8y. SEE TABLE 27 FOR ANCHORAGE ���^ ��,//�L 20•: iZ 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES JROSOWSKI NOTES: �Off'.• 7 rATE�F i- N•VENICE,FL 34275 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE '40RIDP,.•• \_� (941}4 1600 TN.- Q°t&- 3)FOR SIZES NOT IONS ARE BUCK SHOWN ROUNDtUP O DTH THE NEXT AVAILABLED BUCK HEIGHT EE SHEETS 3-4).SASH SIZE IS ASPER THE WIDTH OR HEIGHT DIMENSION SHOWN ON FIGURE THE TABLE ' ONAL11 tENG� SerfoqlkodHORIZONTAL ROLLERLM 51bat ao� 05/15/15 4)-114.12-1/4•AND"1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITFIIN THE SASH WIDTH RANGE A LY�IJI�I�LLER•P.E. ng No. Rer IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE p,E1158705 REGISTRATION 41g296 HR-5510 NTS 8 OF 18 MD-HR5510-01 C TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 Sash Spacing for"Integral- Group E Group F 30'Height 36"Height 48"Height 54'Height 30"Height 36"Height 48"Height 54"Height Width Fin""Installation 3.8" 4" Head E Head. E Head E Head E Head E Head E Head Head E Reinf.Level fin) &Sill 0 8 Sill t6 &Sill &Sill 1 &Sill 10 &sill m &SIII m &Sill m R1 GUIDE TO USING ANCHOR QUANTITY TABLES Anchor Group A Anchor Group C PRODUCT REVISED as eompl Ing with the Florida 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 FOR OX WINDOWS(XO SIMILAR): B.ildingodo NOA No. 20-0406.01 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 31 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 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 PER JAMB Expiration Oate0912412025 s / . 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 2+C3+2 3 By D AND SILL ANCHOR QUANTITY: Miami-Bade Product Control m HEA o 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION+A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS AT THE SASH C)NO CHANGES THIS SHEET. 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 31 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL o AK-03/27120 Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 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 s C) x 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 - U.1 'o Y .aa 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, W 0 m m I` qq 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / O �?��/ - Cj I C9 i060" 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 ELEvnnoN, OSHEET 1 J 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Z iL m SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL UUCD aBa TABLE 18: Co Glass Types Anchor Quantities forXO or OX Windows FOR XOX WINDOWS: o ANCHOR QUANTITY w s o > 5-8 Sash 30"Height 36"Height 1 48"Height 1 54"Height 30"Height 1 36"Height 1 48"Height 1 54"Height PER JAMB Z J n LL Width Head Head Head a Head a Head Head a Head Head HEAD AND SILL ANCHOR QUANTITY: M O Reinf.Level (in) E E FO EItl 1+C3+2+C3+1 4 (1)ANCHOR AT THE SASH (a- D &SIII .� &Slll &SIII ' &SIII ' 8 Sill -� 8 SIII ' &SIII &SIII -� ♦A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL W R2 Anchor Group Anchor Group +(2)ANCHORS AT THE FIXED SECTION ® n J iaayg +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Z 0O to 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH t TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. p j J Z :2 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 F O F aio�s Y 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Q O o u SEE ELEVATION,SHEET I m m' 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 = N U3 42" 20,397 Not Allowed 3 48• 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 w U K SEE ELEVATION,SHEET ¢ _ X � 60` 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 aril •-0 sauag 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 31 SEE ELEVATION, Anchor Group B Anchor Group D X_ O X SHEET 1 SEE �� ANY LYN/V •,� 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 W 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, �� ��•'110ENS'Mil t SHEET 1 SEE CLUSTER •.fn� 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 MEETING RAIL Q DETAILS, No.58705 ? 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 REPEAT ANCFIORPATTERN ATSILL SHEETS m 42" 20.397 1+C2+1 2 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: 1AT�DF 48" 23.397 I+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH ��Q'• AND BUCK HEIGHT(SEE SHEETS 3-4). ''�•'• p �� 60" 29.397 2+C2+2 2 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. GnchoF %�<<s•. <ORIOP.••G\?� SASH SIZE IS AS PER THE FIGURES ON 75" 36.897 2+C2+2 2 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"Integra � SHEETS 6.8. /,,ZO EN�` MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE pFin"Installation 4" 2)FOR SIZES NOT SHOWN,ROUND HEIGHT T 'A Li rNML ER.R THE NEXT AVAILABLE WIDTH OR HEIGHT A LYNN MILLER,RE COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE P.E#58705 TABLE 19: Glass Types Anchor Quantities forXO orOX Windows Max.Anchor O.C. 5-8 Sash Spacing for"Integral- 5-8 Height 36'Height 48"Height 54"Height j ht 30"Height 36"Height 48"Height 54"Height 63"Height Fin"Installation Width Head E Head Head E Head EE Head E Head E Head E Head E Head E Anchor Anchor Reinf.Level M) &Sill 0 &Sill 9, &Sill &Sill '° 0 &Sill &Sill - &Sill 0, &SIII O, &Sill Group E Group F R. PRODUCT REVISED Anchor Group A Anchor Group C 3.S 4• as complying with the Florida 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Building code NOA-No. 20-0406.01 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Expiration Date 09/24/2025 By 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Ml �� m Mlam ode Product Control 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 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+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 C)NO CHANGESTHISSHEET. 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 e` AK-03rz7/20 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 41 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 B 28" 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 41 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 U 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 j w Y —8 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 p 3 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m O O o 0(N N 60" 29.397 2+C2+2 2 2+C20 to +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 OJ a1W 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z a m -' p SEE TABLE 8 FOR DESIGN PRESSURE =W av � O O o 0 Co TABLE 20: W IT JM0 Max.Anchor O.C. o Glass Types Anchor Quantities for XO or OX Windows rn> v 6-8 sash Spacing for"Integral- z m w m 30"Height 36"Height 48"Height 54"Height 63"Height 72"Height 30"Height 36"Height 48"Height 54"Height 63"Height 72"Height Fin"Installation m LL Width Head Head Head E Head Head Head a Head Head n Head a Head n Head n Head ¢ O Reinf.Level E E E E E - E E E E E E E Anchor Anchor (In) &Sill &Sill &Sill &Sill &Sill &Sill &Sill &SIII M &Sill 0, &Sill &Sill A &SIII Group E Group F } w o R4 Anchor Group A Anchor Group C e F .� laa4s P P 3.2' 4' ® H 1- O 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 Z Q -1 z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 O F aI"as 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 O o 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 2 N m rr Z O_ In 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: Q = 1)FRAME DIMENSIONS aNu 'asa0 saua5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 pREBucK WIDTH ANo \111 Anchor Group B Anchor Group D BUCK HEIGHT(SEE ���` N'LYAI ''1., SHEETS 34).SASH SIZE IS Q•,......N t25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON � -' �ICENSF7l13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 i+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SHEErSeB. Q;'17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NO7No.58705 SHOWN,ROUND UP TO �20.397' 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE WIDTH OR HEIGHT •'• a'"J'•�z23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 SO �#FDIMENSION SHOWN ON 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE. ' F ••F<Or.... •' ��36.697 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+q+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 g)SEE SHEET 9 FOR A ''�S10NAL SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A LYNN MILLER,RE MINIMUM ANCHOR QUANTITIES SHOWN. ALLANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. P.Ep S8705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sash Spacing for"Integral- Gioup F 30•Height 36"Height 48'Height 54`Helght. 63"Height 30"Height 36'Height 48'Height 54'Height 63'Height Width Head a Head HeadItl Head Head HeadIII HeadIII Head Head Head Fin"Installation q• Reinf.Level (In) 8 Sill 8.Sill 8 Sill 8,Sill &Sill 8 Sill 8 Sill R4 ' ' -> > &Sill ' &Sill &Sill PRODUCT REVISED Anchor Group A Anchor Group C as complying with the Florida Building Code 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOA-No. 20-0406.01 v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Expiration Date 09/24/2025 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By z m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 Miami-Dade Product Control 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 C)NO CHANGES THIS SHEET. }� o AK-03l27l20 75" 36.897 2+C2+2 121 2+C2+2 131 2+C2+2 4 2+C2+2 41 2+C3+2 14 4 Anchor Group B Anchor Group D 25-1/2' 12.147V2+C2+2 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 28• 13.3972 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 LU U 36" 17.3972 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 z U) 42" 20.3972 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 u' O m }U) o o 0 48" 23.3972 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O N O N 60" 29.397 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O oLL 75- 36.897 1 2+C2+2 121 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 41 2+C2+2 2 2+C2+2 3 2+C2+2 41 2+C2+2 4 2+C2+2 4 2 ui SEE TABLE 11 FOR DESIGN PRESSURE U U O TABLE 22: W Z co 'ON GLASS TYPES O W CIAO Glass Types Anchor Quantities for XO or OX Windows 10-12&1416 MAY o> m 10-12 8,14-16 NOT SE USED Z- W Sash 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height WITH J-CHANNEL m -j u- Width Head Head Head Head Head Head a Head Head a Head Head Head a Head • OR INTEGRAL FIN Q O Reinf Level Qn) E E E E E E E E E E E E FRAMES F D_ R4 &Sill -m &Sill -m &Sill 4 &Sill &Sill &Sill &Sill ; &Sill &Sill &Sill &Sill &Sill ° W Anchor Group A Anchor Group C F- O (n 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 51 1+C3+1 5 " Z 0_ 1. z Q J Z 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 CY I¢- °I°=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 O o m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 w U 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 v = 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 °ill =•°a s°"°s NOTES: 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS Anchor Group Anchor Group D ARE BUCK WIDTH BUCK HEIGHT(EE o LYNN,y�''% 25 1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS 3ri).SASH SIZE I ��,.•''�IGENSF•�(� AS PER THE FIGURES ON ii 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 51 1+C3+1 5 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 141 1+C3+1 5 1+C3+1 5 SHEETS 6-8. ,: N0.58705 ' 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 31 1+C2+1 41 1+C3+1 141 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 TO - O :✓,�// m THE NEXT AVAILABLE 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHTA7E F v DIMENSION SHOWN ON C�sS.:c<OR101'•,.•• \��` 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 �. f_``G�� It 1 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 �7i/OA/AL 10;`v`\ 3)SEE SHEET 9 FOR A i r l l l 1 1111 SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. REA 58705 TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 5-8 Sash Sash 24'Height 30"Height 36'Height 1 46'Height 54'Height63'Height24'Height 1 30'Height 1 36'Height 48'Height 54'Height 63'Height Configuration Width a c a a a a a a a a a a Relni Lewl Range(n) Head&Sill Head&Sill Head&Sill Head&Sill E Head&Sill E Head&S91 m Head&Sill E Head&Sig E Head&Sill FHead 8 Sill Head 8 S81 ' dead 8 S(II E R3 Anchor Group A ' Anchor Group C PRODUCT REVISED 35-1/4" h-yi-yi 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+i 4 1+C2+0+C2+1 4 I+C2+0+C2+1 4 as complying with the Florida 38' %-Y-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+CZ+1 4 1+(2+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 I+C2+0+C2+1 4 1+C2+0+C2+1 4 Building odo NOA-No. 20-0406.07 45-1/6" ''%--yi-y 11.391-13.397 I+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 Expiration Data 0912412025 y Y.-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 y : 47-W,I' %%-)6 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1*C2+1 3 1+C2+1+Cd+1 4 1+C1+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 q 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Miami-Dade Product Control -'/a-ya 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+G+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4- t 52-1/8' Ya+ C)NO CHANGES THIS SHEET. //-� 12017-73.397 1+C2+1+C2+1 2 1+C2+i+C2+i 2 I+C2+1+C2+1 3 7+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+q+1 4 7+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+CZ+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 co AK-0327/20 -ys 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0,+C2+1 4 - m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ¢ 60' Y-%--% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 h h 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+G+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0iC2+1 4 1+C2+0+C2+1 4 U Custom 11.391-13.397 I+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 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13.398-14.683 1+C2+O+C2+1 2 1+C2+0+C2+-7 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 7+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 y-%-y 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 3 1+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 -j 1aay5 LU 47J14' fO %-Y-% 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 I+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 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 ® �+' Z O to 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 I+C2+1+C2+1 3 I+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 z Q X ~ J Z 52-118" Y,%-% 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 I+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 LD O F¢- alaaS ya--%-ys 13.398-17.016 1+C2+0+C2+1 2 1+C2+D+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 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+C1+1 4 O 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+I 4 m = N O 0 60' %-y--% 13.398-15.360 I+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+I 3 1+C2+I+C2+1 q 1+C2+1+C2+1 q 1+C2+1+C2+1 q �¢ Z O LL'. %-y" 75.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 a = _ 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 'nap saua5 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 I+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 \t1I1111i 11l117� -Y-% 119.111-24.641 1+C2+1+C2+1 21+C2+1+C2+1 21+C2+1+C2+1 31+C2+1+C2+1 41+C2+1+C2+1 41+C2+1+C2+1 4LI+C2+I+C2+1 21+C2+1+C2+121+C2+1+C2+1 31+C2+1+C2+141+G2+1+C2+141+C2+1+C2+14 �� p�1Y LYNIV1,Custom 18.360-19.397 i+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+I q 1+C2+3+C2+142 I+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 q 1+C2+3+C2+1 q96" y yi-'% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+i 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+t2+3+C2+1 4 1+C2+3+C2+1 4 2 1+C2+3+C2+12 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C23+C2+1 4 1+C2+3+C2+1 qCustom 24.381-30.360 I+C2+2+C2+1 2 1+C2+2+C2+12 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+14 1+C2+2+C2+1 4 2 I+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.S8705120' 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 I+C2+3+C2+1 4 1+C2+3+C2+1 4 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 -_•O :� *_- WINDOW WIDTH-59.28 SEE TABLE 9 FOR DESIGN PRESSURE / '•MIN.SASH SIZE= NOTES: -O� A F ((j Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). CCS '•F(ORIDP,.' �� Group E Gmup F SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. ��� S •. ...• G Spacing for"Integral- 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE /01VAL rc\� Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. //1111111It 2.9" 4" 4)-1/4-12-1/4-AND-m-1/3-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,RE IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE P.ES 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 24"Height 30"Height 1 36-Height 48-Height 54"Height11-C2-3-C2+1 24"Height 30"Height 36"Height 48"Height 54"Height 63'Height Sash Width Configumlion n ReinT.Level Range Qn) Head&Sll E Head&Sill E Head&SHI Head&Sll Head&sili ead&SiI Head 8 Sill Head&S81 E Head 8 S01 E Head&Sill E Head&S81 R4 Anchor Group A Anchor Group C PRODUCT REVISED 35-1f4" -''/a-ya 11.391-11.391 2+0*C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+i 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 as complying with the Florida Building CC ode 38" +/a--Y-% 12.308-12.308 2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+i 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 NOA-No. 20-0406.01 %z_Y 11.391-13.397 2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+G2+1 4 Expiration Data 0912412025 45-1/8" 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-Y% 13.398-14.683 By %_+/y 11.391-12.297 2+1+02H 2 1+C2H+C2+1 21*C2+1+C2H 31+C2+1+C2+1 4 1+C2+1+C2H 41+C2+1+C2H 4 Miami.-Dade Product Control 47-3/4" + + i 12.298-15.558 2+0+C2+1 2 7+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+CZ+1 4 1+C2+O+C2+1 4 Custom 11.391-12.016 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 C)NO CHANGES THIS SHEET. ,00 52-1/8" Y Y-Y 12.017-13.397 2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7+C2+7+C2+1 4 o AK-03127/20 Y-% 13.398-17.010 2+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 rc m Custom 11.391-13.397 Not Allowed 2ai+C2+1 2 1+C2H+C2+1 2 1*C2*1+C2H 3 1+C2H+C2+1 4 1*C2H*C2*1 4 1+C2H+C2+1 4 60' %Y-y 13.398-15.360 2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+7+C2+1 4 v 2+O+C2+1 2 1+C2*0+C2+1 2 1+C2*0+C2+1 3 1+C2+0*C2*1 4 1+C2+0+C2+1 4 1+C2+0•C2+7 4 U Y-Y-% 15.361-19.641 Custom 11.391-13.397 2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 j Y •nab 75" Ya-%-y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C2+2+C2+1 4 1+C2+2+C2+1 4 1+CE+2+C2+1 4 0 o ya-%-ya 19.111-24.641 1+C2+1+C2+1 2 1+C2+I+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 }n o O o Custom 118.360-19.397 1+C2+3+C2a1 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 UO a7o0 0 Lo r12W Y-'%z-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+C2H 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U J o = LLo 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 W ED 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+C2+3+C2+1 41 w r) m ..a Anchor Group B Anchor Group D F-W q' aN 9M0 35-1/4" %%a-Y 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 r- > a' 3fr %a-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+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Z W 00 45-1/B' Y4-Y-y 11.391-13.397 1+C2+0+C2+1 2 1+C2-0+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Q 0 Y%-y 13.398-14.683 1+G2-O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 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 F W th Y-%% 11.391-12.297 7+C2+1*C2*1 2 1+C2*1+C2+1 2 1+C2H*C2+1 3 1+C2+1+C2+1 4 1+C2+7*C2+1 4 1*C2+1+C2+1 4 1+C2+1*C2*1 2 1+C2+i+C2*i 2 1+C2*1*C2+1 3 1*C2H*C2H 4 1*C2+1+C2+1 4 1+C2H+C2+1 4 J 7aav5 47-3/4" ® a /-+/a 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2H 4 1+C2+0+C2*1 4 1+C2+0+C2+1 2 1+C2+O+C2H 2 1+C2+O+Q+1 3 1+C2+O+C2*1 4 1+C2+0*C2+1 4 1+C2+O+C2+7 4 # Z 0 Cuslom 11.391-12.018 1+C2+1+C2H 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2H+C2+1 4 1+C2+1+C2H 4 1+C2+1+C2+1 2 1+C2+I+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+NC2H 4 1+C2*1+C2+1 4 ZO J Z 52-1/8" %-Y-% 12-017-13.397 1 C21 4 1C2 C21 4+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 7+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+ + + +1+ + H CY Y_Y_Y 13.398-17.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2H 4 1+C2+O+C2H 4 1+C2+9+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+C2H 4 1+C2+O+C2+1 4 0 o O O N Cuslom 11.391-13.397 1+C2+1+C2*1 2 taC2+1aC2+1 2 1+C2H H+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2 4 1+C2+1+C2+1 4 1+C2+1+C2*1 2 1+C2+faC2+1 2 1aC2+1aC2+1 3 7+C2+1+C2+1 4 1+C2+7*C2+1 4 1+C2+1+C2+1 4 m 2 3 fi0" Y-% 13.398-75.360 1+C2H+C2+1 2 1+C2*1+C2+1 2 1+C2H+C2+1 3 1+C2+i+C2+1 4 1aC2H+C2H 4 1+C2+1+C2+1 4 HC2+1+C2+1 2 1+C2+1+C2*1 2 1*C2+1+C2+1 3 1+C2+1+C2H 4 1+C2+1*C2+1 4 1+C2+1+C2+1 4 K Z O NQ'. a Y-Y-a/a 75.361-19X41 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+(f+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 7+C2+0+C2+1 4 1+C2+0+C2+11 4 ¢ Ouslom 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 a/11 'asa9 saua5 75" %-%z-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 I-C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 � �`���Y LYIVA, Y -Y 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2H 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+HC2+1 4 �. Custom 18.360-19.397 1+C2+3+C2H 2 t3+C2+1 2 1+C2+3+C2+1 3 NC2+3+C2*1 4 1+C2+3+C2H 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2H 3 1+C2+3+C2+1 4 1+C2+3*C2H 4 1+C2+3aC2+1 4 �C�,•'• UGENSF•,��� �i 96' %-'/z-% 19.398-24.360 1+C2+3+C2+1 2 +C2H 2 NC2+3*C2+1 3 1+C2+3+C2+1 4 1aC2+3+C2H 4 1+C2+3+C2*1 4 HC2+3+C2+1 2 1+C2*3+C2H 2 1+C2+3+C2+1 3 1+C2+3*C2+1 4 1*C2+3+C2+1 4 1+C2+3+C2H 4 No.58705 •� =*;Custom 24.361-30.360 1+C2+2+C2+1 2 +C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+14 1+C2+2+C2+1 41+C2+2+C2+1 4 1+C2+2•C2+1 2 1+C2+2+C2N 2 1+C2+2+C2*7 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2*1 4120" %-%:-Y 30.360 1+C2+3+C2+1 2 3+C2*1 2 1+C2+3+C2+1 3 1*C2+3+C2H 4 HC2*3+C2+1 4 1+C2+3+C2H 4 NC2+3+C2H 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 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE %O • S .10 WINDOW WIDTH-59.28 .�� T "MIN.SASH SIZE= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). (� '•.FCORIOI`. \�� Max.Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. �Ss� Spacing for"Integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THETABLE. 71// : G/�NAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin'Installation 4" 4)-IW12-1/4"AND"1/3-1 3-1/d"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER.RE IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.EN 58705 i TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 7&8 Sash 24"Height 30 Height 36 Haight 48 Haight 54"Height 63•Height 24-Height 30-Height 36-Height 48"Height 54"Height 63'Height Sash i 9 " '9 9 - 9 9 9 9 8 8 8 9 Configuration Width s a a a a a a a .b a a Reint Level mange(in) Heed 8 Sill ' Head&Sill ' Head&Sill ' Head&Sill -EW, Head&Sill m Head 8 SM Head&Sill ' Head 8.Sill Head&S81 ' Head 8,Sill m Head 8$ill m Head 8 Sill R4 PRODUCT REVISED Anchor Group A Anchor Group C as complying with the Florida 35.114" %s-)i-Y. 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+o+C2+1 4 1+C2+0+C2+1 4 Building Code NOA-No. 20-0406.07 38' �-�-Y 12.308-12308 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+0+C2+1 4 %-%-y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+o+C2+1 4 1+C2+o+C2+1 4 1+C2+0+C2+1 4 Expiratiorn Date 09124I2025 45-1/8" ,Zi^'1. %%-Yaa 13.398-14.683 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+CZ+1 4 1+C2+0+C2+1 4 By _ %-Yz-Y4 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 M.amWade Product Control 47-314 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 -y� 12.298-15.558 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. 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Q = Y%% 15.361-19-641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+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+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 any •asap 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% j113.398-19.110 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 41 l 111, -'fs 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 \� �,Q�Y....... Custom 118.360-19.397 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+q+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 QC��•'• L10EN,gF.����'. r120- %-y-'/a 19.398.24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+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+q+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 Ir '/a-'/z-'/ 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+qr3+q+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C1+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 - _ SEE TABLE 14 FOR DESIGN PRESSURE WINDOW WIDTH-59.28 NOTES: OF OT'•, SAT Anchor MIN.SASH SIZE= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE Max.Anchor O.C. C� •••FC ORiDA,.•'•��� S •-• FIGURES ON SHEETS 6-8. S for"Integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSIONS ON THE TABLE Al- pacing Fin"Installation 3)SEE SHEET 9 FORAGUIDETO USING THESETABLES. 3.T' 4)"1/4-1/2-1/V AND-1/3-1/3-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,RE IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE P.E.4 58705 TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 10-12 Sash Sash 24"Height 30'Height 36-Height 1 48-Height 54•Height 63'Height 24'Height 30'Height 38'Height 48'Height 54'Height 63'Height Configuration Width a a a a a Relnl.im I Range(m) Head&SIII m Head B SM E Head&SIII E Head&SIII Head d SIII Head&Sig11 Head 3 Sill Head 6 SIg -Eoi Head 6 Sig E Head 8 SiffHead$Sill E Head 8 SIP E R4 Anchor Group A Anchor Group C 35-114• 11.391-11.391 t+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 a 1+C2+O+C2+1 4 PRODUCT REVISED 38' 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 as complying with the Florida Building Code Y_Yi-y 11.391-15.397 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+D+C2+1 4 1+C3+0+C3+1 4 NGA-Na. 20.0406,0't 45116• 1+C2+0+C2a1 2 1+C2+0+Cz+1 2 1aC2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 -}:-% 13.3B8-14.683 Expiration Date 09124/2025 -Y=-% 11.391-12.297 1+C2+0+C2+1 2 7+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 47J14' Y-%-% 12-298-15.558 1+C2+0+C2+1 2 1+CZ+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+D+C3+1 4 1+C3+0+C3+1 4 BY Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2a1 3 1+C3♦0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Miami-Dade Product Control 52-1/8' %=/i-Y 12.017-13.397 1+CZ+G+C2+1 2 1+C2+G+C2+1 2 1+C2+0+C2+1 3 1+C3+G+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 6 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+0+C2+1 4 1+C3+O+C3+1 4 1+C3+G+C3+1 a C)NO CHANGES THIS SHEET. 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Z -}S-Y 13:396-17.018 i*C2+O+C2+1 2 1aC2+p+C2N 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4kI+C3C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2N 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 7+C3+G+C3+1 4 1+C3+O+C3+1 4 l- ('1 F¢- aiu 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 4C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3N 4 1+C3+2+C3+1 4 0 O O m 60- %=/i-y 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4C3+1 4 1+C3+2+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 0 2 N 15.361-19.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+G+Cq+i 4 K Z Custom 11.391-13.397 iaC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1aC2+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 Q 75' %-'/:-Y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 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TATE F ; 4 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). F WINDOW WIDTH-80.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 643. i 7 ♦♦ 'M Y NOT BE USED2WITH 16 MIN.SASH SIZE= 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE ' // ANAL 411)111110, 1 GLASS TYPES E G J.CHANNEL OR INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 1 FIN FRAMES 4)•1/4-1/2-1/4"AND-1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,P.E IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.p 58705 TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 14-16 Sash 24-Height 30'Height 36'Height 48-Height 54'Height ST Height 24"Height 30-Height 36'Helght 48-Height 54'Height 63-Height Sash Width Configumtlan a a a a a a Rehit Level Range(in) Head 8 Sill E Head 8 SIII Head&Sill n Head 8 SIII m Head 8 SIII m Head&SIII Head 8 Sgl Head 8 SIII Head 8 SIII E Heetl 8 Sig E Heatl 8 SIII Head 8 S61 A R4 Anchor Group A Anchor Group C 35-1/4' Y-Y-Ya 11.391-11.391 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+q+0aC2+1 3 1+C2+O+q+1 4 Nq+Mq+i 4 1+C2+O+q+1 a PRODUCT REVISED 36' Y-Y-Y 112.308-12.308 1+C2+0+q+1 2 t+C2+0+q+1 2 f+q+0+q+1 3 1+C2+0+q+1 4 1+q+0+C2+1 4 1+C3+O+C3+1 41 as com ng wNh the Florida Y-Y.-% 11.391-13.397 1+C2+0+C2+1 2 1+q+O+q+1 2 1+q NOA�Io. . +0+C2+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C4+O+C4«1 4 Building ode 45-1/6' 20-0406.01 Y-Y-% 13.398-14.683 1+C2+O+q+1 2 1+q+O+q+1 2 1+C2+0+C2+1 3 1+C3+0«C3+1 41+C3+O+C3+1 4 1+C3+O+C3+1 4 11391-12297 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+q+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 Expiration Date 09)24/2025 47-14' Y-Y-Y . . Y-Y-Y. 12.288-15.558 1+C2+O+q+1 2 i+q+paq+i 2 i+q+0rC2+1 3 1+C3+O+C3+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 BY Custom 11.391-12.016 1+C2+O+C2+1 2 1+q+D+q+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+04+0+C4+1 4 1+C4+O+C4+1 4 Miaml-0ade Product Control 52-1/8' Y-Y.-% 12.017-13.397 1+C2+D+C2+1 2 1+q+0+q+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4I+C4+0+04+1 4 1+C4+O+C4+1 4 Y-Y-% 13.398-17,016 1+C2+O+C2+1 2 1+C2+0+q+1 2 1+C3+0+C3+1 3 1«C3+0+C3«1 a 1+C4+D+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+q+2+C2+1 z 1+q+2+C2+1 3 1+C3+2+C3+1 41+q+2+C3+1 4 1+C4+2+C4+1 4 ° AK-03127/20 m' so- %-}S-Y 13.398-15.360 Not Allowed i+C2+1+C2+1 2 1+C2+2+q+1 2 1+q+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 Y-Y-Y 15.361-19.641 i+C2+0+q+1 2 1+q+0+C2+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 41+CA+0+G4+1 4 1+C5+O+C5+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 1+q+3+q+1 2 1+q+3♦C2+1 3 1+03+3+C3+1 4 I+C4+3+C4+1 4 1+C4+3+C4+1 4 75' Y-Y-Y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+q+1 2 1+q+3+C2+1 3 1+C3+3+Carl 4 1+C4+3+C4+1 4 1+04+3+04+1 4 W 0 Y-Y-Y 19.111-24.641 1+C2+O+C2+1 2 1+q+O+q+1 2 1+C3+D+C3+1 3 1+C4+0+C4+1 4 1+C5+D+C5+1 4 1+C5+D+C5+1 4 Custom 17.641-19.397 NC2+3+C2+1 2 1+CZ+3+C2+1 2 1+q+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+04+1 4 1+C4+4+C4+1 4 Q U) q 96' Y-Y-Y 19.398-24.360 1+C2+3+C2+1 2 1+q+3+C2+1 2 1+q+3+C2+1 3 1+C4+4+C4+1 4 I+C4+4+C4+1 4 1+C4+3+C4+1 4 �•r p O Y-Y-% 24.361-31.641 1+q+2+C2+1 2 2+q+2+q+ 2 2+C2+2+q+ 3 NC4+3+C4+2 4 2+C4+3+04+ 4 1+C4+2+C4+1 4 0 C4 O s� 43 120' y-Y-Y 29.641-32.515 2+C2+3+q+ 2 2+q+3+q« 2 2+q+3+C2+2 3 2+C4+4+C4+ 4 2+C4+4+C4+ 4 2+C4+3+C4+2 4 O J o aloO _ Y-Y-Y 32.516-39.641 2+C2+2+C2+2 2 2«C2+3+q+ 2 2+q+3+C2+ 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+G1«3+C4+2 4 Z U tO 140' Custom •• -39.841 2+C2+3+q+ 2 2«q+3+q+ 2 2+q+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 V U d uxaD Anchor Group B Anchor Group D Ui 'oN 35-1/4' Y-Y-Y 11.391-11.391 I+C2+D+q+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+q+1 4 1+q+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+q+1 2 1+C2+0+q+1 2 1+q+0+C2+1 3 1+C2+O+q«7 4 1+C2 C2+1 4 1+C2+D+C2+1 4 p; OMO 38' Y-Y-Y 12.308.12.308 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+q+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C2+O+q+1 2 1+q+0+q+1 2 1+C2+D+C2+1 3 1+C2+O+q+1 4 1+q+0+q+1 4 1+C3+0+C3+1 4 O Z W op -Y-Y 11.391-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0«C3+1 4 1+C4+9+C4+1 4 1+C2+D+q+1 2 1+q+0+q«1 2 1+C2+O+C2+1 3 1+C3+o+C3+1 4 1+C3+O+C3+1 4 1+C4+D+C4+1 4 J 45-118' Y-Y-Y 13.398-14.683 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+q+0+q+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 NC2+D+C2+1 2 1+C2+0+C2+1 21+q+0+C2+1 3 1+C3+0+C3+1 4 1+C3+O+q+1 4 1+C3+O+C3+1 4 Q 0 -Y-Y 11.391-12.297 1+C2+0+q+1 2 1+C2+O+C2+1 2 t+q+0+q+1 3 1+C3+O+C3+1 4 1+C3+O+C3+1 4 1+C4+O+C4+1 4 NC2+O+C2+1 2 Nq+O+q«1 2 Nq+O«q+1 3 1+C3+0+C3+1 4 NC3+O+C3+1 4 1+C4+0+C4+1 4 ~ W %47�14' e J leaVS -%-Ys 12.296-75.558 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+q+p+q+1 3 1+C3+O+C3+1 4 1+C3+O+C3+1 4 i+C3+0+C3«1 4 NC2+O+q+1 2 NCz+0+q.1 z Nq+D+c2+l 3 1+C3+p+C3+1 4 1+C3+p+q+1 q 1+C3+O+C3+1 4 ® J Custom 11.391.12.016 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+C4+0«C4+1 4 1+C4+O+C4+1 4 1+C2+O+C2+1 2 1+C2+0+qN 2 1+C3+O+C3+1 3 1+C3+0«C3+1 4 1+CA+0+C4N 4 1+C4+0+C4+1 4 Z Q 52-11. Y-Y-Y, 12.017-13.397 1+CZ10+C2+1 2 1+C2+O+q+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+D+C2+1 2 1+C2+0+qN 2 14q+O+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+D+C4+1 4 zO Q Z %-%-Y 13.398-17.016 NC2+O+C2+1 2 NC2+0«C2+1 z 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 NC2+D+C2+l z NC2+o+q«1 z NC3*O+C3«1 3 1+C3+O+C3*1 4 1+C4+p+C4+1 4 1+C4+O+C4+1 4 F O H afe�s rX 11.391-13.397 1+q+2+q+1 2 1+C2+2+C2+1 2 1+q+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+q+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 Z p N O m 6(' 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+q+1+C2+1 2 1+C2+NC2+1 2 1+q+1+q+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C4+1+C4+1 4 2 o 15.361-19.641 1«C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+D+C3+1 3 1+C4+0+C4+1 4 i+C4+0+C4+1 4 1+C5+O+C5+1 4 1+C2+O+q+1 2 1+C2+0+q+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C5+O+C5+1 4 Z 0 lY 11.391.13.397 1+C2+3+C2+1 2 1+q+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+q+1 2 1+q+3+C2+1 3 1+C3+3+C3+1 4 NC4+3+C4+1 4 1+C4+3+C4+1 4 ¢ 75' 13.398-19.110 1+C2+2+q+1 2 1+C2+3+q+1 2 1+C2+3+q+1 3 1+C3+3+C3+1 4 i+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+q+1 2 1+q«2+C2+1 3 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 alll ysa0 saua5 19.111-24.641 1+q+0+q+1 2 1+C3+O+C3+1 2 t+C3+O«C3+1 3 1+C4+O+C4+1 4 t+C5+0+C5+1 4 1+C5+O+C5«1 4 1+q+0+C2+1 2 1+C3+0+C3+1 2 1+C3+O+C3+1 3 1+C4+D+C4+1 4 1+C5+O+C5+1 4 1+C5+O+C5+1 4 `17.641-19.397 1+C2+3+q+1 2 1+C2+3+C2+1 2 1+q+4+q+1 3 1+C3+4+C3+1 4 1+C4«4+C4+1 4 1+C4+4+C4+1 4 1+C2+3+q+1 2 l+C2+3+C2+1 2 1+q+3«C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 \��\v 0Ny.LYN/!/'/•� 96' Y-Yy-% 19.398-24.360 1+q+3+q+1 2 1+C2«3+q+1 2 1+C2+4+C2+1 3 1+C4+4+C4+1 4 1+C3+4+C4+1 4 1+C4+3+C4+1 4 i+C2+2+q+1 2 t+q+3«qN 2 1+C2+3+C2+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 '�\N ...• / • 1,10ENg; Y-Y-Y 24,361-31.641 2+C2+2+C2+2 2 2+q+3+C2+ 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4«2 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+q+1 2 1+C2+2+C2+1 3 1+C4+2+C4+1 4 1+04+2+C1+1 4 1+C4+2+C4N 4 Y-Y-y+ 29.641-32.515 2+q+3«q+2 2 2+q+3+q+ 2 2+q+4+C2+2 3 2+C4+4+C4+2 4 2+C4+q+C4+2 4 2+C4+4+C4+2 4 2+q+3+q+2 2 2+q+3+q+ 2 2+q+3+C2+2 3 2+C4+4+C+ 4 2+C4+4+C4+ 4 2+C4+3+C4+2 4 *: ND.58705 120 r Y-Yi Y 32.516-39.641 2+q+3+q+2 2 2+q*3rq*2 2 2+C2+3+q+2 3 2+C4+4+C4+2 4 2+C4+4+Cq+2 4 2MA+3+C4+2 4 2+C2+2+C2+ 2 2+q+3+C2+ 2 2+q+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3«C4+2 4 2+C4+2+C4+2 4 _ 140' Custom •• -39.641 2+q+3+q+2 2 24q+3+C2+2 2 2+q+4+C2+2 3 2+C4«4+C4+ 4 2+C4+4+C4«2 4 2+C4+3+CI+2 4 2+C2+3+CN 2 2+q«3+q+ 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+CA+4+C4+ 4 2+C4+3+C4+ 4 NOTES: SEE TABLE 16 FOR DESIGN PRESSURE %O S TE F , 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). ,.�C� ••:ct ORIDP•••'•��� WINDOW WIDTH-60.72 SASH SIZE IS A3 PER THE FIGURES ON SHEETS 6A. s ••.... • G GLASS TYPES 10-12 814-16 "MIN.SASH SIZE= 2 2)FOR SIZES NO7 SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE �//1/ NAL NN 11 E MAY NOT BE USED WRti 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. ///f l f l f l l l l vv J-CHANNEL OR INTEGRAL 4)'7/4-12-1/4'AND-113-1(3-113-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.11#58705 TABLE 28: Bill of Material 3.500"' 3.500" 3.500", 3.500" # Part# Description Material -.-{I-�- .06r -�•'�-�- .Osr �� .a6r -�-I�- .osz• 1 620121 Frame Head,Sill and Jambs-Flange PVC 0 0 0 2 620122 Frame Head,Sill and Jambs-Flange PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC � J 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC :_12.445' ❑ �'l 2.445" ❑ n 2.445" a2.445" 13 620131 Anti-IFixedJR Insert/Trim Cofer PVC bcaf:n ❑ o � aF:jnF2j 14 620131 Fixed Meeting Rell PVC 1 U U 15 620158 Track Insert 6063 T8 Al J_ 16 620129 Sash Rail(Sides,Top 8 Bottom) PVC 17 620166 Monorail 6063 T6 AI .625' J-CHANNEL •625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 820156 Pull Rail Interlock 6063 T6 AI r 1.376 O FRAME HEAD,SILL T O �2 HEAD,SILL 8 1,376 �3 HEAD,SILL 8 �4 HEAD,SILL 8 &JAMBS I1 JAMBS JAMBS JAMBS 20 620144 Pull Rail Interlock Cower PVC 21 620150 UgM Sash Reinforcement fi063 T6 Al 22 620151 Standard Sash Reinforcement 6063 T6 Al 1.872' 1.641" 23 620152 HD Sash Reinforcement 6063 T6 Al i.a37" 4+ 24 620153 Standard Meeting Rail Reinforcement 6005 T9 Al 1.507" �{ I 25 620154 HD Meeting Rail Reinforcement 6005 TS At I 1.630• 2.100 -�{ 2.176" 26 620155 H.D.Hoiiz.Roller Meeting Rail Reinforcement 6005 T5 At .772• .065• o 0 1.020"�I u 1'375" n n 27 710X1119 #10 x 1-1/4'PH.PH BIDS(Monorail Screw) 410 SS IDI .590'r °, .471" 28 61644 Weatherstrip,.187"x.270"Fin Pile }-� .065" .p6q" ° .070• .050' 1.231' 29 61719 Weatherstrip..18T x.220"Poly Pile ANTI-LIFT INSERT FIXED TRACK LIFT RAIL LIFT RAIL 30 #8 x V Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 &TRIM COVER 14 MEETING RAIL 75 INSERT 16 SASH RAIL 19 INTERLOCK 20 INTERLOCK COVER 31 7 1212PPA #8 x 3-1/2'Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 6063 T5 AI 33F76X34PPA 10 Weep Hole Cover PVC .300" .316' may- �^{� .07r0'.060• _1 1.100" �}- 3497 Installation Screw Hole Plug PVC 6�" 17S' I 4 I y 17 1 3797 Auto Lack C Steel o ,750" •7yq• �Ri►J}uly .715• 715• 3899 Sweep Lock Cast Zinc T 3996 Auto Lock Coker Assembly Cast Znc .025^ -+{�-� .035' --�-f-} �'I 1.165" •660" 40 #6 x 1-118"Ph.FH SOS(Auto and Sweep Lock Screw) SS LAMI IG ROLLED EXTRUDED I LIGHT SASH STANDARD SASH 4100 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING O SCREEN FRAME 81 SCREEN FRAME 27 REINFORCEMENT O REINFORCEMENT 42 #6 x 3/4"PH.PH BIDS(Keeper Screw) SS 43 7612FPTX #6 x 1/2'FPH Tek(Reinforcement Screw) SS 070" 1 182" h+- 1.182. 280" 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Comer Key Nylon 11 184 f- IIfIII 070" 47 Lockstile Bottom Comer Key Nylon 070" 791"I Uti11- 1 0L .130" 1 L 0164" 1 2L .074" 46 Lockstile Top Corner Key Nylon U U Illl ILLIII��I�� .810" 48 720204 Wheel Nylon �t Yam- -ts6' 1.331" (�- _�,.� 1.340" �-� � 1.340' �-+- 72 620135 Lama.I.G.Bead PVC O HD SASH O STANDARD HD MEETING HD MR MEETING 74 BaCkbedding,GE 7700 Or Dow 791 or Dow 983 SIIICOne 23 REINFORCEMENT 24 MEETING RAIL 25 RAIL 28 RAIL MONORAIL REINFORCEMENT REINFORCEMENT REINFORCEMENT 17 PRODUCT REVISED 75 71684/5 Setting Block(7l8"x 2"x 1/8").85+/_5 duro. EPDM as complying with the Florida Building Code 80 61011 Roil-formed Screen Alum �� rrr Rom; NaA-No. 20-0406.01 81 61012 Extruded Screen Frame Alum ;�v�ON�LYNN��` C)ADDED BACKBEDDING. Expiration Date 0912412025 82 Extruded Screen Spreader Bar Alum •-'�1GENSR '•.l��' AK-03/27/20 [/ 83 47042W Screen Comer Key with Pull Ring PVC Qa: •'•P By 84 47041W/CKGLB Screen Corner Key No Pull Ring PVC *; Nc.58705 *_ ® Miami-Dade product Control 85 7CASPM Tension Spring SS - D"edpffm D1-BY.,es 61816C48 Screen Roth Fiberglass 107oTECHNOLOGYDRIVE WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 61635161614 .140"Screen Spline(Machine/Hand Rolled) Vinyl %���' "�F :'��� N.VE Ba1��5 Till. '•.FCOR{O�.•'`G\; HORIZONTAL ROLLER-LM 05/15/15 OITEMS#5-12.18.35.36,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL ���SS/ONAL• Sarras/uodoL Scab: srb.r. VnWng No. Rar. 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A.L4.E 058705 P.E HR-5510 NT$ 17 OF 18 MD-HR5510-01 C P.E#58705 REGISTRATION/29286 is SASH rasLE 29: ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH V-�l DETAILS # Part# Description Material 1 INTERIOR AND EXTERIOR nsg)FRAME WELDS [102 7MC7024 Multi-Point Lock Operator Cast Zinc 16 42 9— O 73340 Operator mounting Plate Steel 31 72015 Multipoint Lock Keeper Aluminum 720214 Multipcint Lock Guide Nylon 46 ATTACHED TOEXTERIOR 220217-221 Tie Bar(Length Varies) Stainless Steel SASH RAIL 71024X12HFX#10 x 1/2'HH MS Stainless Steel 72 X4 78XIFPAX #8 x V PK FH SMS Stainless Steel 78X75FPTX 1#8 x 314"Ph.FH S I Stainless Steel 19 0 17 ATTACHED TO 103 27 I ` 30 FRAME JAMB EGRESS LOCK 1s 37 DETAILS '•� 40 (NOT TO SCALE 39 86 83 OR84 42 104 87 85 OPT.AUTO LOCK i •�• 45 ATTACHED To PRODUCT REVISED I FRAME JAMB 106 as Building C with the Florida A NOA-No. 20-0406.01 42 O 101 Expiration Date 09/24/2025 16 � ib 107 By 82 ��•`�\ = ® Miami-Dade Product Control OPT. 72 ',`• 38 Q X4 10 � 40 41 � Llli, ®• I 42 1 47 OPT.SWEEP LOCK ATTACHED TO FRAME JAMB 80 OR 81 15 Q 1070 TECHNOLOGY DRIVE MITERED FRAME WITH N.VENICE, FL 34275 INTERIOR AND EXTERIOR 100 (941)-480-1600 FRAME WELDS tlllll REGISTRATION#29296 SC QREEN / ` \ . ON� NO CHANGES THIS SHEET. ASSEMBLY i DETAILS I *: No.56705 33 - Z ar 83 OR 84 EXTERIOR FRAME •'6 �/ z/Z p: EXPLODED WINDOW VIEW J ROSOWSKI ' Q s(r TE 01F !(� ASSEMBLY % T F Date. CORVOP'' HORIZONTAL ROLLER-LM 05/15/16 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. SarkDETAILS ®•. %,�SS�� A"���NG 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. A L"�k IIAluen,P.E �odekI" ���N. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS". HR-SS1 O NTS 18 OF 18 MD-HR5510-01IS C P.E#68705