Loading...
HomeMy WebLinkAboutNotice of Acceptance - Single Hung window REVIEWED FOR FIB �@ CODE COMPLIANCE MIAMI-DARE ST. LUCIE COUNTY BOCC MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buiIdin¢ PGT Industries,Inc. 'Z 2 2 2 Z 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 material tested for quality assurance purposes. If this product or material fails to perform have this product or p q h' PIP in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of,such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. . This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation-LM", sheets 1 through 13 of 13, dated 05115115,with revision C dated 03/10/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp . with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear. a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the-performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire-NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-0630.05 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.20-0401.03 MIAMFDADE COUNTY Expiration Date: July 30,2025 Approval Date:July 23,2020 T7/16/,20 Page 1 C 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. 15-0519.05) 2. 'Drawing No. MD-SH5500-01 titled"Single Hung Window Installation-LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05) 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, Duraseale spacer system, Super Spacer®NXTTM spacer system and XL p Y � P Y EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. F TL-8717 1116/15 06/07/16 FTL-8968 and FTL 8970 dated / and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0714.03) 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 a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) 3. 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 d installation diagram of a series 5500 PVC le sin along with marked-up drawings an gr g hung window,prepared by Fenestration Testing Laboratory, Inc. Test Report ort No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) Manuel Perez,P.E. Product Control Ex r NOA No.20- 01.0 " Expiration Date: July 30, 5 Approval Date:July 23,2020 E-1 it ` PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0519.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. -0712.03 issued to ENERGI Fenestration Solutions USA 3. Notice of Acceptance No. 16 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance 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"dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition(2014) and FBC 611 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 17-0630.05 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 17-0630.05 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under NOA No. 16-0714.03) 4. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Se (Submitted under NOA No. 15-0519.05) Manuel PereeP.E.Product Control ExaNOANo.20-0Expiration Date: July 30 Approval Date:July 23,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and expiring on 07/30/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation-LM", sheets 1 through 13 of 13, dated 05/15/15, with revision C dated 03/10/20,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 51n Edition (2014), dated 05115115, 08/29/17 and updated on 03/10/20 to the new FBC 711 Edition (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) Manuel Perez,P.E. Product Control Exa n r NOA No:20- 01.03 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas®XtraTM(SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18.1217.15, issued to ENERGI Fenestration Solutions USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/16/20. 5. Notice of Acceptance No. 18.1217.16,issued to ENERGI Fenestration Solutions USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t'Edition (2017) and the FBC 711 Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.05, issued to PGT Industries, Inc. for their Series "SH-5500"PVC Single Hung Window-L.M.I. approved on 11/30/17 and expiring on 07/30/20. Manuel Per&nr Product Control ExNOA No.20-Expiration Date: July 3 Approval Date:July 23,2020 E-4 ANCHORAGE EXAMPLE.FOR 28-1/8"MAX.O,C./ �1:r�• ANCHORAGE EXAMPLE DESIGN PRESSURE RATING I IMPACT RATING RADIUS-TOP / \ 54'MAX.BUCK WIDTH FOR ARCH-TOP MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(BOA. 1 Y MAX.FROM HEADER(BIM.POR ALL FOR ALL FRAME SEAM _� 3. 1Y MAX. / / NDOWTYPES) LEVELS SEE SHEETS 6.7 IMPACT RESISTANT WINDOWTYPES) // SHEET 3 SEE MAX.O.C. ,(1 / 5248•MAX.BUCK WIDTH 10"MAX FROM 'SEE SHEETS �r IIAW 3.SEEl� 1 12'MAX. / FRAME SEAM D.SEE 8&9 1 SHEET3 —�i 30"MAX.O.C. 12"MAX SHEETS —!,{L16H VISIBLE _L SHEET4 1 LIGHT WIDTH A SEE 12'MAX. 1 S.SEE,�— 30"MAX.O.C. = � SHEET3 SHEET 3 12,N.M. SHEET4 FIXED ) ' / + EQUALLY / VISIBLE �— A SEE / 12"MAXI EQUALLY 17-78"MAX.O.C. sPACm HEIGHT 17-718"MAX.O.C. SHEET 3 �L ) ANCH(SP PER SPACED T ANCHORS PER TABLES 9.11 I �— EQUALLY 17-78'MAX.O,C. I 91.78" SPACE I TABLES 9-17 I / I / MAX ANCHORS P TABLES 9ERR 0 84• 0 I BUCK -11 I 62` I BUCK —T— MAX. —� HEIGHT MAX I I HEIGHT x I 1("MAX.O.C. BUCK 10'MAX.O.C. 10"MAX.IO.C. BUCK AS SHOWN HEIGHT x_ i 4 4 , y HEIGHT x Q (91.78- ! / I y— x MAX.) EQUALLY 1 '/ 121-314-MAX,O.C. EQUALLY SASH 13-3/4"MAX O.C. EQUALLY / 133/4'MAX.O.C. 1 SPACED I / I— v SPACED IVISIBLE I�— SPACED �— SEE ANCHORS PER ANC SPACED LIGHT ANCHORS PER SHEETS TABLES 411 i / A I 'TABLES&11 i / HEIGHT A I TABLE59-11 I / �A 8&9 1 I 1 6-12'MAX t 6-1?MAX •6.12'MAX B� _JNO ANCHORS AT SILL ` e —JNO ANCHORS AT SILL j-�� I NOANCHORSATSILL B-�- Dom---� 1�7/4" SEE SILL WEEP- � I � SOECH DETAILS, SEE SILL WEEP- ~I SEESILLWEEP- • SASH VISIBLE `-- 54'MAX.BUCK WIDTH NOTCH DETAILS, ������''llll NOTCH DETAILS, 54'MAX.BUCK WIDTHT\f NOTCH DETAILS, NOTCH DETAILS, SHEETS LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-CITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH CONFIGURATION H THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANEZONE MVHZ). GENERAL NOTES.........................................I 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 3T IN THE HVHZ,THE OUTBOARD LfTE(CAP)MUSTTEMPERED. ELEVATIONS......................................NS......_........1 3)FOR MASONRY APPLICATIONS IN MIMATERIALSADE COUNTY,USE ONLY MIAMI-OADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS 3 ANCHOR OPTIONS.......,..._....2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHOR TYPE INSTALLATION,FLANGE&EQUAL LEGBOX.::..3 4).ALL WOOD BUCKS LESS THAN 142'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL-4 DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN GLAZING DETAILS...._......................._. .........5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)ORARCHI TECT OF RECORD,(AOR). DESIGN PRESSURES.............. . ,...........6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BESEYOND WALL DRESSING OR STUCCO.USEANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MIN.EMBEDMENT,INST.ANCHORS ANCHOR QUANTITIES..._....................._.._......_. 10 SHOULD BE SEALED.OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS 6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE.OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES..._............._....._.............e-0- ASSEMBLY&PARTS LIST. ......_.11 7)DESIGN PRESSURES: •.•""'-"'-••"•'.•.-' A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PERASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El3W. •202D FLORIDA BUILDING CODE(FBC),7TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 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.ASTM E1300.09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED,FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER .ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION PRODUCT REVISED DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE •ALUMINUM DESIGN MANUAL,ADM-2015 as complying with the Florida 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND TO BE REVIEWED BYTHEAUTHORITY HAVING JURISDICTION. .AISI SIM16 Building Code 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;DEWALT ULTRACON+NOA;ELCO/DEWALT CRETEFLEX NOA;ELCOIDEWALTAGGRE-GATOR NO&ENERGI WINDOW AND •AISC 36D-16 NOA-No. 20-0401.03 DOOR PROFILES;LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL R."— - Iration Date• 7/30/2029 11)APPLICABL.E EGRESS REQUIREMENTS TOBE REVIEWED BY BUILDING OFFICUIL. C)UPDATED TO FBC 2020, USER INSTRUCTIONS: LYNN By;�.,� ,:• LICEN,gF•••(� �� REVISED ANCHOR TYPE TABLE. Miam Dade Produ." trol 1)DETERMINE THE SffE SPECIFIC,WINDOW OPENING'§DESIGN PRESSURE REQUIREMENT FROM ASCE 7. AK-03/10/20 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. t.; No.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1).WINDOW CONFIGURATION AND SIZE DETERMINE YOUR WINDOWS DESIGN _ Orc Diem�„ PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - OPENING OBTAINED IN STEP I. �-;D . /� 0 : �; 1mDTEcHNoLoGYawE GENERAL NOTES&.ELEVATION J RO.SOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR SQ S 7E OF LL (�'� 5 TRIr Gota YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-BETAKE MET. ' 'n �/ 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. %��•'•F�ORIDI!,.•' ��� (941}4S0-isoo SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J4:HANNEL.FLANGE, AL��G� SwLM/Yodd, I Drwlny Na Rer. INTEGRAL FIN OR EQUAL.LEG/BOX). A'.L(/NIt MILLL(1,RE SH-5500 NTS 1 OF IL MD-SH5500-01 C P.E#58705 REGISTRATION i49298 TABLE 1:ALLOWABLE GLASS TYPES Glass Description Design Pressure Frame Glass Frame Frame TypeDescription(Listed from Exterior to Interior) Table#I Sheet# Types Options Configs Shapes Installation Options that may be used (see Fig 8) (see Table 1) (see Flg A) (see Fig C) - 5 7/8"Laminated I.G.:1/8'A Exterior Cap+7/16'Air Space+5l1fi'Laminated;(2)Wasof 1/8'A Glass with.090•PVB Intedayer 4,5 6 6 7/8"Laminated I.G.:1/8"T Exterior Cap+71168 Air Space+5/16•Laminated;(2)Liles of 1/8•A Glass with.090'PVB Intedayer 4,6 6 Equal-Cite, SquarelRect, ....into 2X Wood FramefBucksldp-sheet 3,option 1 7 7/8"Laminated 1.0.:3I16'A F,xledoc Cap+318'Air Space+5116"Laminated;(2)Cites of 1/8'A Glass with.090'PVB Imodayer 4,6 6 Flange Through the dame...:mto ConcretelCMU-sheet 3,option 2 ( )8 7/8"Laminated I.G.:3I18•T Exterior Cap+318'Air Space+5/16•Laminalad;(2)Utes of 1/8'A Glass with.090•PVB Intedayer 4,6 6 8 Collage Remus-Top 5-16 Odel/ProNew Arch Top 8 of the window...... ••••through 1X Buckship into Cpnc U-sheet 3,option 3 9 7/8'Laminated I.G.,1/8'A Exterior Cap+7/16•Air Space+5116"laminated;(2)Lites of 1/8'H Glass with.090'SG Intedayer 7 7 ....into Metal-sheet 3,option 4 rete/CM TO7/8"Laminated I.G.:1./8"T Extedor Cap+7/16'Air Space+5116"Laminated;(2)Lites of 1/8"H Glass with.090'SG Intedayer 7 7 ....into 2X Wood Frame/Buckstrip-sheet 3,option.I 11 7/8"Laminated I.G.:3116"A Exterior Cap+3/8'Air Space+5116•Laminated;(2)Liles of 1/8'H Glass with.090"SG Intedayer 7 7 Box/ Equal-Llte, Squate/Rec(.,Through the frame....Into ConcretelCMU-sheet 3,option 2 12 7/6"Laminated I.G.:3/16•T Exterior Cap+3/8'Air Space+SMS"Laminated;(2)Lites of 1/8"H Glass with.090•SG Intedayer 7 7 Equal-Leg(#4) 5-18 O&Cottage Arch Top 8 of the window...... ••••through 1X Buekstrip into ConcretelCMU-sheet 3,option 3 (#4) 8 Cottage Backus-Top 13 7/8"Laminated I.G.:1/8"A Exterior Cap+5/16"Air Space+7/16•Laminated;(2)Lites of 3116'A Glass with.090'SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14 7/8°Laminated I.G.:1/8'T Exterior Cap+5/16•Air Space+7/16•Laminated:(2)Lites of 311W A Glass with.090'SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Equal-Lice, Square/Reet,integral fin...... ....into Metal-sheet4, o 15 7/8'Laminated LG.:3116'A Exterior Cap+114"Air Space+7/16"Laminated;(2)Cites of 3/16'A Glass with.090'SG Intedayer 7 7 J-Channel opti n 7 5,B OrieUPloview Arch-Top 8 16 7/8'Laminated I.G.:3116•T EirteriorCap+1/4'Air Space+7/16'Laminated;(2)Lites of 3/15'A Grass with.090'SG Intedayer 7 7 (�) 8 Cottage Radius Top Through the Game....into 2X Wood Frame/6uckstrip-sheaf 4,option 6 TABLE 2 ALLOWABLE ANCHORS THROUGH THE FRAME of the window...... ....Into Metal-sheet'4,option 8 GLASS TYPES 5,7,9,11,13 Through the ....into 2X Wood FramefBuckstrip-sheet 4,option 5 Group Anchor Substrata Min.Edge Min. ' 8 15 MAY NOT BE USED IN Equal-Lite, SquarelRect, Distance Embedment' THE HVHZABOVE 39. Integral Fin Integral fin...... ,•••Into Metal-sheet 4,option 7 5-8 Odel/Pro%iew Arch-Top 8 #10 SMS P.T. ou ern me( G=0.55) 7/16' 1-318 ( ) &Cottage Radius Top Through the tame••••into 2X Wood FrameJBueksMp-sheet 4,option 6 Steel,A36• 318" 0.050' of the window...... ,,..into Metal-sheet 4,option 8 (steel,18.8 S.S. Steel Stud;A653 Gr.33• 318" 0.0451" 18 Ga. T MIN.OF 3 or 410 S.S.) ( J THREADS FIGURE B:FRAME TYPES A Aluminum,5053T5' 3f8" 0.050" BEYONDTHE FIGURE A FRAME CONFIGURATIONS 'A"=ANNEALED 3116"steel Ultracon or P.T.Southern Pine(SG=0.55) 7116" 1.3/8" METAL O O -W=HEAT STRLNGTHENED Uttracon+ Concrete(min.3 ksi) 1° 13f8" SUBSTRATE 'r-TEMPERED 3116'steel Ultracon Ungrouted CMU,(ASTM C-90) 2-112' 1-1/4" 'PVB'-.090"TROSIFOL®PVB °UNGROUTED 3116'-steel Ultraeon+ Ungrouted CMU,(ASTM C90) 1° 1-1/4" BY KURARAY AMERICA,INC. CMU"VALUES 7"� P.T.Southern Pine(SG=0.55) 9116" 1-318" MAY BE USED J-CHANNEL INTEGRAL #12 SMS FIN -SG-_.090'SENTRYGLAS® Steel,A35• 318' 0.050" FOR GROUTED steel,0 S.S.S. Steel Stud,A653 Gr.33• 316, 0.0451" 18 Ga. CMU / AMERLAYER BY KURARAY ( ( ) // O O AMERICA,INC. or 410 S.S.) APPLICATIONS. f9 Aluminum,6063-T51 318" 0.063" B 1/4"steel Ullracon or P.T.Southern Pine(SG=0.55) 1" 1�/8' EQUAL-CITE ORIEL COTTAGE Ultracon+ 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) T. 1-3f8" FIGURE C:FRAME SHAPES FLIWGE BOX OR EQUAL-LEG 114"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1-3/9" --�{BUCK WIDTH --BUCK WIDTH--.{BUCK W1DTH�-- 114"steel Ultracon Concrete(min.2115 ksi) 1' 1.914" Ungrouted CMU,(ASTM C-90) 2-11T 1-1/4" T Material Min.F YFv I--- —i T -- i T I C Concrete(min.3 ksi) 13/16" 1-/4" T t- Steel Screw 92 ksi 120 ksi 1/4"steel Ultracon+ O 18-8 Screw 60 ksi 95 ksi Ungrouted CMU,(ASTM C-90) T. 1-1/4" 1/4.'steel Creteflex Concrete(min.3.35 ksi) P' 1-3/4" _ = c5 = -- - r- 410 Screw 90 ksi 110 ksi 114"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" "/4' _ w EkalDeWalt AggreGatorO 57 ksi 96 ksi 1/4"steel Uttracon+ Caperote(min.3 ksi) 2-1/2' 1-314" m m w m J= Elw UttraCon® 155 ksi 177 ksi 'steel Ultracon+ Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" + + j 1 3116"DeWatt UltraCon+® 117 ksi 164 ksi D Concrete(min.3.35 ksi) 2-1/2' 1-3/4' -r- J- 1 1 1 1/4"DeWall Ultm n+® 148 ksi 164 ksi 114"steel Creteflez Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" RECTANGULAR FtAOIUS-TOP ARCH-TOP 410 SS Elco/Dewalt CreleFlexO 127.4 ksi 189.7 ksi Concrete min.3.275ksi 1-1/2" 13/6' WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED 6063-T5Aluminum 16ksi 22ksi PRODUCT REVISED 1/4'steel AggreGator Grouted CMU,(ASTM G90) 2" 2" BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURES A35 Steel 36 kst 68 ksi as complying with the Florida Building Code TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Gr.33 Steel Stud 1 33 ksi 45 ksi NOA-No. 20-0401.03 r Group Anchor Substrate Min.Edge MIn Distance Embedmanr `t �V Ll'i�)1 ' R°"°'O" Ex Iratlon Date• 7/30/2025 r raj'. C)REVISED ANCHOR TYPE E 2-12'x.131'Commm Ned P.T.Saothem Plne(SG=-55) 31V 2-7118' :��: �jGEtJSF'.��� TABLE. Mlam d ao Produc".ttrol 2-112'Ring-shank Raolmg Nail P.T.Southern Pine(SG=.55) 318" 2-7116" 3':' P.T.Southern Pine(SG=.55) 12' 13/8' L:o.53705 AK-03/10/20 910 Trusshead SMS Aluminum,6063-TS 318" 0.050' - D.-,By. (steel,18.8 5.a - = 11-crotlan: or410S.S:) Steel Stud,Gr.33' 3/8" 0.0451-(18 Ga.) Irk 1moTECHNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS JROSOWSKI F Steel,A36' 3f8" 0.050' 'MIN.OF3 S ��3Z�:•441. N.VENICE,FL34275 P.T.Southern Pine(SG=.55) 9116, 13/8' THREADS T ��� 1}480-1600 To* 412SM5 BiYONDTHE %�` '••'�oRI�^•-•' �� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 0.063' S G (steel,410 S S.)S. Aluminum,606345' 318'Steel Stuck Gr. 3f8" 0.050' SUBSTRATE. J METAL �'7�,��YAL 1��t��` el: goy; — prvrirg ft. Rev: Steel,A36• 318" 0-050.' A`i1Mlrf�IL R.P.E SH-5500 NTS 1 2 OF 13 1 MD-SH5500-01 I C P.E.#58705 REGISTRATION#28296 INSTALLATION DETAILS FOR FLANGE$EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETEICMU. BUCKSTRIP'INTO CONCRETE(CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET, ANCHOREDTHROUGH EMBEDMENT EMBEDMENT FRAME INTO 2XWOOD 1/4"MAX SHIM 16 1W MAX SHIM —►{ �— FRAME OR E2BUCS O T- 17 SEE NOTE 2,THISS SHEET. T. EMBEDMENT SASH VISIBLE- ❑� 18 LIGHT WIDTH ❑ EDGE. FLANGE FRAME D DISTANCE DISTANCE SHOWN 44 BALANCE L1/4'MAX TYPE VARIES TYP.ANCHOR SHIM TYP.ANCHOR TYPE. 42 WITH SASH o TYPE, 2 TYP.ANCHOR TYPEZ , EMBEDMENT E GE ��^r^ /QIT 30 EMBEDMENT �p 0 EMBEDMENT AND EDGE DISTANCE PER _ D 'AND STANCE PER^ DISTANCE PER SUBSTRATE,SEE TABLE 2,SHEET 2. SUBSTRATE, EXTERIOR uu EDGE SUBSTRATE, 18 III SEE TABLE 2,SHEET 2. I,nnI,I`I DISTANCE 87 �au i.. SEE TABLE 2, •e. n SHEET 2. IXED VISIBLE 4 FIXED 19 20 OPT.SASHTOP F v FUINGE I LIGHT WIDTH I EQUAL VISIBLE LIFT RAIL FRAME 2 HEIGHTi FORALLWINDOWS. NOTES: SHOWN LIGHTBUCK WIDTH LEA X 1 ANCHOR @ 3S5" SHOWN i 4B 1)USEONLY HORIZONTAL SECTION A A qg FROM END AND AT O I 21 CENTER SUBSTRATE-APPROPRIATE r�22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 / OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FSC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. U ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 9 SCREWS @1&ZW INSTALLATION OPTION SHOWN MAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OFTHE FOR WINDOWS WITH WINDOW. 1/4"MAX BOTTOM LOCKS: SHIM BUCK 550 D i6 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE #70 OR#12 STEEL 1/4"MAX HEIGHTSCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, SELF-DRILLING � SHIM �- 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE 30 THAN 1-1/2"THICK ARE TO BE ❑ TABLE 2, D� SASH CONSIDERED iX INSTALLATIONS.1X SHEET-2- EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO - HEIGHT SUBSTRATE.WOOD BUCKS - 16 DEPICTED AS 2X ARE 1-12"THICK, Off. 86 USE EITHER OR GREATER 1X AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED �1 U (2)1" 81 30 64 BOTTOM LOCK TO PROPERLY TRANSFER LOADS.TO FLANGE EQUAL -INTERIOR 37 TESTED UNIT THE STRUCTURE WOOD BUCK FRAME n LEGIBOX WEEP LOCATION: END DESIGN AND1TY OF THE N IS GINEE SHOWN FRAME. NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION n INSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT f1 PRODUCT REVISED PTI OPTION 4 OPTION 4 OPENING)IS MEASURED FROM as complying with the Florida ANCHORED THROUGH ANCHORED THROUGH Bullding Code EQUAL-LEGIBOX �Qni-1 1/4"MAX SHIM BEADING TO BEADING. FR.MESH o L� FRAME INTO METAL FRAME INTO METAL . 20-0401.03 '(jLIN� .,,J Revfaks, Ex 1TUonDato' 7/30/2025 X'WEEPHo : . NO ANCHORS .• ��cE^se'���1�;, C)NO CHANGES THIS SHEET. Br• WlCOVER @ O -• REQUIRED IN VISIBLE LIGHT FORMULAS '.' '••� AK-03/10/20 Ixlam ade Produef-6o trol 2.87'FROM •^ FLANGE OR _, r No.A0705 _ EACH END. EQUAL-LEG WIDTH _ FRAME SILLS @SASH:BUCK WIDTH-6-Irr - - 7 @ FIXED LITE:BUCK WIDTH-4-318" 'a f j ��_ 1070TECHN0LOGYDRivE FLANGE$EQUAL-LEGBOX FRAMES J ROSOWSKI/L` O E N.VENICE.FL 34VS HEIGHT(EQUAL-LITE) ,(g{t}480.1800 VERTICAL SECTION B-B BUCK HEIGHT/2-3 75/16" �s ' COF'•°h' C� � �'!` —,"NAL EN``� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �/J 1111II tltt` Smlmt/Yodvk Soolm I /hoxtrip Na Rw: A LY.E.058ER P.E. SH-5500 NTS 3 OF 13 MD-SH5500-01 C P.E#58705 REGISTRATION i4B288 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL.FIN INSTALLATION OPTION EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR ANCHORED THROUGH INTEGRAL I+- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEEP. I-- EDGE DISTANCE FIN INTO 2X WOOD FRAME OR a 1!4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE - 16 1/4"MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE 18 LIGHTWIDTH 17 Q FRAME 1 DISTANCE PER SUBSTRATE, SHOWN .L SEE TABLE 2,SHEET 2. D a 0 (SCREW SHOWN) 44 BALANCE EMB.EOMENT TYPE VARIES e �O 114'MAX SHIM 42 WITH SASH EDGE 1 �a TYP.ANCHORTYPE,EDGEDISTANCE Q WEIGHT 54 30 EMBEDMENTPER SUBSTRATE, 31 DISTANCE 3,SHEESTRATE, ! SEE TABLE 3,SHEET 2. ��o EXTERIOR ETYP.MBEDMENT ANCHOR TYPE, 18 (NAIL SHOWN) vn 67. INTEGRAL EMBEDMENT AND EDGE 19 0 FIXED VISIBLE 3 FIN DISTANCE SEE 3 BHEETTTA� FIXED' 20 OPT.SASH TOP J-CHANNEL LIGHTWIDTH FRAME SEET TABLE 3, VISIBLE LIFT RAIL FRAME + LIGHT HEIGHT FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55' BUCK WIDTH ' .4g I 21 FROM END AND AT 1)USE ONLY �{ CENTER .SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C O II I 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 II OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT FBC COMPLIANT ALUMINUMISiEEL FRAMING OR STEEL STUD. 72 .0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1W M SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2 63.SHEET 2. 45 46 47 SCREWS @IG-WB' INSTALLATION OPTION SHOWN MAY 14 O FROM END. BE USED ON ANY SIDE OF THE ALSO FOR DADE-APPROVED MULLION BUCK o FOR WINDOWS WITH WINDOW. HEI 16 R BOTTOM LOCKS: #10 0 #12 STEEL 1W MAX: O ADD ADDITIONAL 2)MASONRY ANCHORS BE �J {.� SCREWS @ 83 2,l8' USED INTO WOOD AS PER TABLE SELF-DRILLING -DRILLINGI I SHIM GHT 50 SMS(GS),SEE 85 30 �- FROM END. HEFT 2 ALL WOOD TO B LESS THAN 1-12"THICK ARELL SHEET2. CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO - HEIGHT USE EITHER LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 1— 86 18 OR BOTTOM DEPICTED AS 2X ARE 1-1/2'THICK OPT- LOCK(SHEETS). OR GREATER 1X AND 2X BUCKS Q �� Q (2)1' 81 30 65 63 TESTED UNIT (WHEN USED)SHALL BE DESIGNED Q FIN ANDIOR INTERIOR 31 LOCATION:6-518" TO PROPERLY TRANSFER LOADS n FLANGE REMOVED JIInII'WEEP FROM SASH END. TO THE STRUCTURE WOOD BUCK o INFIELD UD�o NOTCHES AT DESIGN AND INSTALLATION IS THE 80 n RESPONSIBILITY OF THE l74GINEER INTEGRAL FIN EACH END, NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN,FRAME T D SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME (ALSO REFERRED TO AS DAYLIGHT OPTION PRODUCT REVISED OPENING)IS MEASUREDFROM OPTION 7 as Complying with the Florida INTEGRAL FIN 114"MAX BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL Building Code FRAME SHOWN SHIM L l I I I I f r INTEGRAL FIN INTO METAL (INTEGRAL FIWFLANGE REMOVED) Noa-No. 20-0407.03 Ow��oV �H2°B — . T `��\�t�ON,{LY1qF �� � RC)REVISED DADE MULLION iration Date- 7/30/2025 FROM EACH END. VISIBLE LIGHT FORMULAS :��1 NOTE. Mlam Dad.Produef 6o trot TYP.ANCHOR TYPE; Q .*:• NO.58705 - AK-03/10/20 EMBEDMENT AND_EDGE EDGE DISTANCE WIDTH - J DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-12" -•D ;� 'T - ono'n Bi;+ SEE TABLE 3,SHEET 2. -� EMBEDMENT @ FIXED LITE:BUCK WIDTH-4J/8" =�D •.. 13 0 ;�_ t070TEcHNoLoGYDRAIE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN] HEIGHT(EQUAL-LITE) moo`'.. F A EF .•(`�� N.VENICE,.F.L 34275 : INSTALLATION OPTION 5 VERTICAL SECTION D-D 8UCKHEIGHT2-3.1511C fi <ORIDI•.'�_, ANCHORED THROUGH INTEGRAL FIN SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1jNAL E� ` sarr-/>toad: s sn«ti oo.ms Ho Rev: INTO 2X WOOD FRAME OR BUCK- A LYNN1�ItLER,P.E STRIP.SEE NOTE 2,THIS SHEET. P.N I LE5 REGISTRATION.#29298 SH-5500. NTS 4 OF 13 MD-SH5500-01 C 718"NOM. 71W MOM. 7/8"MOM. 718"NOM. 718"MOM. 5/16"A/A PVB 5/16"A/A PVB I I 5116"A/A PVB 5/16"A/A PVB 5/16"H/H SG 7116"AIR SPACE .7/16"AIR SPACE 3/8"AIRSPACE— 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78.79 78.79 76.79 8-79 7B-79 GLASS TYPE 5 GLASS TYPE 6' GLASS TYPE 7 GLASS TYPE 8. GLASS TYPE 9 7/8"NOM. {+- 718"MOM. 7/8"MOM. —►{ 7/8"NOM. 718"NOM. 5/16"H/H SG I 5116"H/H SG 5116"H/H SG 7/16"A/A SG I 7/16"A/A SG 7/16"AIR SPACE 3/8'AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE 1/8"T_GLASS 3/16"A GLASS 3116.'T GLASS 1/8"A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7&7B 7&78 E 679 70-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7I8"NOM. 719"NOM. 7/16"A/A SG I 7/16"A/A SG 12"NOM.GLASS GLASS TYPES'9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 78-79 BRE TYP. '16 MAY NOT 6E USED 3116"A GLASS \ 3116"T GLASS WITH J•CHANNEL OR 1 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASSTYPES 5,7,9,11,13 78-78 7&79 31 815 MAY NOT BE USED IN PRODUCT REVISED EXTERIOR 75 THE HVHZABOVE 30'. ae complying with the Florida a GLASS TYPE 15 GLASS TYPE 16 Building Code NOA-No. 20-0401.03 38 30 V LYPlr�r����,,� C NO CHANGES THIS SHEET. By. Dat 7/30/2025 �Q� ��: 4lGENSF'•..� J AK-03/10/20 Mlam ado Prodaorr6o tmi GLAZING NOTES: No.58705 .� ® _ TYP.GLAZING DETAIL '-HEATSTRENGTHENED �_ D :EALED '}? �= 1moTECHNOLocrDRlvE GL NG DETAILS ROSOWSKI 'T'=TEMPERED J 3 (�.•/C/ N.VENICE,FL 34Z75 PVB"=.090'TROSIFOL®PVB BY KURARAY AMERICA,INC. �O^'•• S e[� (V� �t"Bo-1B00 Tdl.: O�efn 'SG"=.090"SENTRYGLAu�BY KURARAY AMERICA,INC. %ems••.^�LORIDA,:�G��'` SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS.SEE TABLE 1,SHEET2. ����5/�iNAL I G�Nl\ Serfm/Llodrtr Scde: Shoat Orowng Ho. Rrar. A LSMR MILLLA,P.E SH-5500 NTS 5 OF 13 MD-SH5500-01 C RE.N 68705 REGISTRATION d2.9298 TABLE TABLE& TABLE 6: 01-TYP: G4i n'v° eelmn sm^ Design Procure,Ibs7R7 elan Typos Design PTeseum,IhrJlts s l7ne awk don Bean (bY C6.1aa: DeelDn Pmssum,IbsMtz 6,6,Tse ww.lanl Reno•®YPlieve nape MT Trltmrr elelt wan 0,6 4i60 41-50.0 as 10� Sty +65.0/70A 2'a Epa 11a9a .6aa lam .,.a 7a.a MIM(awl - Rehd Level SHMv6 C01ppt 1ab17-15A10 .6SD -TOD .eSO 70.0 R1 Poral watlow6 sash shPs RI FOrell window ad sasllshes ZO EpnHV 11bB]-Nb16 .65.0 70.0 .ai0 -'10.0 ' SEE TABLE 9,SHEET BFOR 6tanad Pm flan-flan .aao -mo .6s.o 710 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T.0 a Mm17-ffi2as . O 70.0 .650 .70.0 ANCHOR GROUP AND QUANTITY. 6unma Crow 20b -aalp .65D •Too .no lF ' 37a76 Eq."W I.517-20.957 .65.0 70.0 25A •70.0 S1saWe Pmllea 14.517-17.M 40a •mD 463.0 70.0 51 1 tun-115n .no 702 .no 70.0 T-M 27.Sa3.31.911 4650 •TGD .65.0 •70.D W1an Sha 26517.M5a2 .om -Nm .650 40.0 6laldsd Cath01 21517-ffialfi .6a,0 -70.0 .6.5.0 70.0 N EPOHIe 20.517.23616 4654 -700 IMA -70.0 HEADER salaaa prole. n.517•70.sf8 .050 -7010 465.0 70.0 HEADER 23 aDtvn Sue 14617.11.13 .SSA M. .n.0 Tao 23 Slv0a1 nan-rash .65A 700 .652 70.0 T-1 g1.paT-a6.911 46" -700 40.0 -70D 0 6C1nmd C.R.F ffi617-3fba2 .0 D -70.0 .no 70A Eqa -w 20.617-MSl6 465.0 •70D 465,0 -70.0 4 SIa69d PrWtw IIb17.20.516 .650 70D .65.p 7aA 0 MEETING RAIL MEETING)TAIL CoWShe 44n.-IT.516 .6sA -7w .65D 70.0 26 ^ e,Dvn sue IM9 1ab19 .a52 -roD IMA -Mm 27 0 Slm 1 n,m-12.51e .e50 -70.0 .W.0 70.0 ERTOMF! 2 Ta t MM-37S36 .65➢ -TOD 46a0 70.0 EkMRJ6R sfan0anl Cdhpe 26.a17-A201 46" •70a .65.0 •70A O O0 Eq.". niu.maia .650 -TOA *140 700 O Callao Sl v 3.518 .aa.0 -TDA .65.0 70.0 23 A.6I5 JAMB slanad PlatesasleW.D •mD .65.0 •70.0 JAMB EXTERIOR SASH ww sue 7,516 .a51 •To.O .650 70.0 PXTE100R SASH aHEIGHT cl sue 1a5% "So -700 .630 70A HEIGHT S of 12b16 .e3D •70D .65.a 70.0 Ta 1b :650 -700 40.0 -TOA Smooch Ce , 33SIB .65.0 -70.0 .6.6,D -70.0 EO Res 31.510 .,SO •TOD two 70.023 6ta19,dRalee26a16 .650 •Tom .n. 700 23 62 Cu wshe 20.611•21516 .65A -"a .no -.aSILL O wmnsue b17-ms16 465D •T.A 465.0 70D SILL ac Cho sin 1714.617.17.516 465.0 -700 .65.0 -%1 C-W 6he 13.017-14.516 .65.0 .70.0 .65A 3r.3 S�l IIMA-137fa .65.0 -70A .no L 5 Ta5n1 39.517-41b3a .150 •11D .85.0 70.0 o Gaston6 3aWwn3 i6 :0A -70.0 .510 •TOA Eqa 35.517-3Bb16 465D •701D .65.0 70.0 0 75 C.-slta 37.517-35$1. 465A .70. 465.0 -70.0 slaleW PnNma -117-USIS .650 -70A .65A -70.0 SECTION DETAIL FOR WINDOWS WITH ca aashe 26,517-9b16 .65D -ro.0 wsa bra SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 6 seal t..e6a•7As16 .6s0 7aa .6sA E86 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FtGURESABOVE EW7HIe 3ab17-n.w .65.a •mD .65.0 -roD (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 an clalan sha 3sb17.3luts a.a -ra.0 :es.0 47.3 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) slaalwv,wR. vefia-3aa16 .SSo Tan .w.D66a CONFIGURATIONS) PRODUCT REVISED 91.76 1 7a1n1 ^-a1.6H .4.0 -700 .E5.0 635 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. B complying with the Florida "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50,136 Building Code (APPLIES TO ANY HEIGHT 91.78° ) NOA-No. 20-0401.03 E ration Date 7/3012025 �Y LYNN Cam)SLASH HEIGHT CORRECTION. B n ��: cICENSF •- !��;' AK-03/10/20 Mlam 1 aap Prpaaet 6p trol No.58705 NOTES: _ �,7,. •;*- ® p ypy. Dm Hr. a�Il a 1)USE THESE TABLES FORALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN, _ 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI ��0'•, s E 0 0 �� K VENICE,FL36275 2)FRAME DIMENSIONS ARE BUCK-SASH HEIGHT IS ASPER THE FIGURE. (:` F(ORIUi`.••• \��� (BNN80.1fi00 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SG:ES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ' �NAL E�G Sartel Vbafal: sDD1D: Shaet Drmlulg Na. Raw ON THE TABLE. A L�/r A MILL A,P.E P.Eft 58705 REGtsTRAT10N A29296 SH-5500 NTS 6 OF 13 MD-SH5500-01 C TABLE 7: TABLE B:- DIaaa*rymZIS&I BatlPm S.,zn Design Pressum,IhsJT? DI1]a% Oesu pbn trpf<n SoshW Design Pressure lbse &12.15416 I-aeionbplwl $ang.(mM 914 sew.L.nl tr 601s-e rs�aD.c) vnw..e,=w w61 b rr<Ioc w.Kr Wa•®�m« r> f l wtm,.s,�w w�m4lr,l a I1eI9Trbron tato4o 4e 5z125 54 a 1biy4sloeo 16 m 32 x w 4e stm sa o 23.5 Eq Pit lust +ro.0-na0.TQo 410.0 +70.0 4mo!70.0-110.0 gas Emd$e 112M +mo•MOA .70.0 410.0 +roD-IlOn .m0 4m.D -70.0 1-110.0 .700•110.0 .m0-II0.o+70.0.110.0 Staled Cepa9e 141517.IWO -700•11MO.70.0-lion .70.0 41aO +To.0-110.0 Sired Callgpe 74517-15➢To !70.0-17Q0 4m0 41a.0 70.0-MO +7ap-1faO+70.0-1140 amo•1f0.0 +7ap-11Q0 *IGO•110.0 2e Epamse 11.583-14515 +m0-11a0 +70➢410.0 +ron•1100 +ToD•110A 7D Equ73b 11=-14.5t0 4740-11&0 .7aa-Ilan.70.0•11GO+m0-Ilan +70➢-11a0+m0-110D 1m.0-110n+ToO 4140 si-o Ptpnew 11.371-11.562 .ma MOO .70.0 •110.0 .70.0 Almo ,Ton 410.0 Sundad Pm4ew 11.377-11= .740-1140 .7OX-110.0 +70.0-im,G +70.0-1140 +70.0-11QO+70.0 410.0-70.0 4140 .70.0-110.0 Tao n517-MMO +mo-naa +7QO-1100 -70.0-nao +roA•110.0 Tarot n5n-25288 +740•110.0 aaa 410.0 470.0.110.0 +ma-IIQO •70b-110a+mo.110.0 +7ao-lion 470.0-110.0 HEADER SWnd drmope 24959-rile -7MO-11an aa.0•110.0 +mo-nao 470D-lm:o staved Cairo MOM.23518 .7o.0-110.0 .7&0-110.0 .70.0-tlo.o +m0 amo +m.0-110.0 +%0.11LO +m0-11MD +70.0-110.0 25 37,375 Eq.Wc 17.517.20.957 +m0-1100 -700-1100 .Ton 4100 +ro.0-109.0 37.375 Equvidfa 17517.20 a70.0.1100 +7ap.110.0 +7aD.110.0 -70.0.110.0.70.0•110.0+RO-110.0 +m0-11M0 -70A•iD9.0 StaWd Pmi.. 14517-17.515 +m0-1100 •70D-1IQO +T0.0-IIQO+7ap•110.0 Staemrd Pm4nv 145I7.1T.510 +m0•1102 +70n•1.10D 470.0 410➢ .m0•1140 .M.0-I10,0+m0-lion •mo 4mD +m0-110.0 Stoll- 11.377-1631e' +Ian 41Q0 +7Q0-110.0 +70.0 AUTO+m0-103.0 Shoteet t7.377.14516 +m0.110.0 +70.0•110.0 +m0•110.0 .ro.0-Iron ,mo•110.0 -70.0'-110.0 +7QO 407.0 -70.0•103.0 7o4oi 27.581.31.m1 +mn 41QC+700 -09.0 .70D 410 .m0 4t0.0 Te04st T7.5®-31.m1 +10.0•110.0 N40-110.0 !70.0-110.0 +m0•110,0 +m0•110.0+760 -0D.0 �J40 -1R0 +70.0 AOA a C161om s" 20.517.27,582 +mo.110.0-700 1-1100 +70.0 410.0 +70.0-1100 C =Sze 28 517-276W +70.0-1100 +lag-1100 +70.0-1100 +7ao.110.0 +roD•IIQO +roQ 4100 .m0.11 GO +70A-1log � MEETING RAIL 54 d]Canape 23.517-M510'+m0 4LDD+70➢-110.0 +70.0-1faO +70.0•110.0 5NMmd Cdlapo Td517-m510 +70.0 410.0 +70.0 410.0 +70.0-110.0+m0-110.0 +70.0-itaO +70.0•110M +m0-110.0 +711.0-110.0 M Equ 4e mS17.21515 +7MO-11a0 +7Q0 410.0 .TOO-1140+7a.0 AS0.0 44 Equd-4b m.517-23516 +70.0 22 +10A•110.0+70A•11a0 +m0-lion+To.D-11QO +70.0-lion +m0-17M0 +70.0-110D 27 p 5lar hd Pm4ew 17.517-m518 .m0 4IQD .700-I140 .roD.1100-TOO•110.0 +Stndad ProJrw t7.5t7-m.518 +740 4!MD +7ao 41aD+m0-im0 +m0-M4D .ro.0-110.0+roD•11M0 .m0•I100 +70D-Ilan O.l4losbe 14.517-17.515 +70.0 410.0 -700-1100 +roD a140♦roD 4Ia0 Coat-Sb4 14.517.17.518 +m0-IIOO NQO-Ilan +70.0 410.0 .7ao 41MO -70.0 4100 +ro.0-110.0 +7ap-110.0 +70a-110.0 TEFaDn sh1- 11.377-14.5le +70.0 41QD+700•110.n +70D•107.0 +70D-1030 Sholaat 11.3T7-14.5t0 +To.0•Ilan +700 410.0 +70D•110.0 +70.0 alMn +7an-110.0 +70.0-110.0 amo-10?n +m0 AED Toerst 31.583.33911 +70.0•1100 -70.0 -WO tIOn a 0 a7a0 410.0 Welt 31.SB3-35,011 +m0 ala0 .7Q0 410.0 .70.0•110.a +m0-I10.0 a70.0•11QO +m0 -KO .m0 -W.0 +T0.0 -KO steal dCotepe m.517-31.5e, .70.0-Imo+700-110.0 +Too•110.0 +mo.110.0 smad.d rdteoe msP7.31= +70.0 Alab +7o.D-Imo .700-IIO.a .m0-nao N0.o•nao +7o0•110.0+70A-11oD +m.0-imo JAMB 25 Egm174e m.S17.211510 amo 41Qa .7010-11aO 470.0 •119.0 •m0-110.5 Eq=Mo 20517-28.51e +m0 4 +7ao.110.0 N0.0.110.0 +m0-1IGO +roD•nao •700•110.0 .70.0-110.0 +70.0.IIQO 4e SI-ad R04rw 17.517-MIN +ma-nao.70.0-114a -70D -Ilan *MO-1140 46 SW4alPm:.w lzen-2a519 +roD-110.0 -70.0 Man +70.0•IMG +Too-110.0+mo-11a0.70.0•110.0 +m.0 IE2+70.0-Ito-! !x€1 a9B SASH C,.lomshe u517o 1751e Nan amo+7ao a10.o +m0 atop+roA-110.0 �ie,asho 14517-IT516 +ma atop !70.0-110.0 .m.0 410.0 +m0.110.0 +roD-lino +m0•1100 .mo amo .roA-110.0 13 HEIGHT Cmt0msh4 12.517.14.515 +mo.non +700•Mao +Ton-nao +To.o-110a a=tomsze I2517-1a516 .7ao amo -700 41a0 -700•110.0-MO 410.0 .m0-nao+70.0-11"+Ton-nao .70A-Imo SECTION DETAIL FOR snores] 11.377•IZ510 .m0 4100•70.0-nao +7ao amo-70.0:In -Z slmesl I1D77-12518 +70.0•1140 +70.0 41¢o +70.0-nu.0 +roD-11MD +70.0-naa .7a➢-nao +ra0-tm.D'?Do am.0 Temt R2D9-3T.5T6 +7ao-11QO +70o -KO .+roD 4a0 +7ap nao Th3est amo.N.55 +I...-1mn +7aa-no.D+70.0-1m.o .roD-nao No.a-nao .To.a 49.0 .mo -93a ,ro.D ao.0 WINDOWS WITH SlID 41o9a94 2a517-33.207 +mo-1m0 +7QO 41aO .ron•Ilan+m0-nao Stand.dWln 2Q517-33207 +mu-1100 w0.a-nao .70.0.110.0 +ma-nao +70a"'all +To.o"0A +700-rmo +no-Mao LEVEL R3 REINFORCEMENT 25 Q Eqo d. 215I1•m510 .70.0•Ilag .700.1100 470A.11.0 +mo-lt0A m Equeta4 23.5t7-2B516 -70.0-1100 aaa•110.0 +7D.0•1100 +7D.o•11o,a -70.0-11 0•To.o-MOD +mo-1m0 +7ao at0.o C""'"Szo 2Q517.23518 +ma-nao +740 410+0 -TOO-lino rm0 Alan o.iogsile 2a517.m518 +7M0-I100 •ma •naa .mo-Map +mu 410.0 +m.D-nap .m0-110.0 +m0 alaD .70.0 clap &GLASS.TYPES 9-16 O n Yes.ms sc>,.f.dP.6- 1z5n•m5fe am0-1mo .Tao-nao .7ao•naa •70.0-110.0 4ams 51.vdzdl'tv4ew vsn-m51e .mo•Mon +70.0 a1a0 .ro.0-no.o .m0-110.0 .ro.0-nao •7aa-110:0 .mo 410D ND.o-no.0 (REINFORCEMENTS SHOWN SILL III o.ma,she M.51T•17510 +7o.a amo NOD•nap .Ton-ilon +70.0•M0.0. aeloa Sze 1451T•n.510 .70.0.-110.o *70.0-lion-70.0-41u➢+roD.110.0 +740-Ilo.o +700-110.0 .m0•110.0 +Mn also IN FIGURES ABOVE APPLY mtomshe 12.sill ]Its% +To.0-Ilan.700 410.0 +To.0 -rmo+m0-IIOA omml s® iz517•tasla +To.o-M0A No,O-1m.o.70.0-n0.o .m0 41Qo .70.0 410.0 +roD•n0A 4700.110.0 +70.0 410.0 TOALLCONFIGURATIONS) sholesl 11.3R•12515 +m0•11ao +70.0•n00 4700.110.0 +70o-lion shnmi 11D77.SMS +mo 410.0 .70.0-110.0 .7ao.110.0 •m0 410.0 .70.0-Mae -MV•11oL .70.0-Mao +700 4la0 T.vesl 3&517.41.W +mo•nao +700-ItO.o+70A-Ifaa +740.110.0 Tmhm 3a5n-41.644 -70.0-110.0 +70.0•110.0 470.0 4m.0 +m0•110.0 +70.0-110.0+mO-na0-+m0•Imo +70.0-1057 simdsd=,pe m.517-xs1e +mo-ItOO+7"•110.0 .TOO-nao+m0-Mon SLIA dCooege 3L517-35518 +m0.110.0 +7ao-nao .roD-410.0+mo-nao +70.0 4140 +m0-110D +mo-1®.5+ro.0 a03A Egallde M517-31.51E +m0-lion +7QO'•Iron +ro.0-Man +m0-110.0 Eq."e 20.517-3151B +m0-110.0 .70.n-11aD •70.0•110.0+m0.Mon-=-1100 +To.0-IIaO +MD 407.9 +roD.1024 S oed P_ m.517-2B,51e .700-1100 +7QO.11Ma .70A 41a0 •m0•IH star4W Renew 21517-28= .roD 410A +700'I GO +m0.110.0 +MO-MD.0 +70.0-110.0 .m0-1100 +roD-110.0 .70.0 40&2 62 C,ntam Sca ms/7+m.518 +70.0 amo +70A-l=-70.0 4100 •70.0-110.0 62 Clntan5tr4 m.517-21518 +700-110.a .7a0•110.0 •70.0•1100.mn-1740 +70A-110.0 +Too-110.0 -7&0 4100 Nan 4NO Cuslam she 17.517-m510 +m0 41Q0.a70.0 41aO +70.0 410.0.70,0-110.0 Otsivn 511e 17.517-m516 .m0•110.0.70.0'1100 +70.0•110.0 •ToO•1 tan +To.a-1f0.0 +ToO-110.0 .m0•11Q0 +10.0-109e C,ntam Sbe M5f7-17.51e +mn 410.0 N0o 410.0 •70a'•110.0.700 4110.0 Ontom Sba 14517.17.518 +m0•IIOD -70.0 41MO +To.O.1m.D+Ton-1®O *?Do-tuza .mil•10a5 .m0-luas +7o.o-Ims Q_Sol 11m7-14518 .mo-lima.7an-I Im. +Ton-lion +m0-710.0 Cuslvn Sbe 11017-14.61a +7o.0•lino +70.0-IIMO .70.0•1092 +m0.1.7 .m0 -W.1 +701 -0A +m0 -U.4 -70.0 a4.4 doled 11.884-11010 +m0-110.0+m0-1100 .ro.0-11Dn •7ap-110.0 S1vtn1 11.884-m.m0 .70-0•110.0 -70.0•Itn.O +7a0 4OZO +m0 •97.0-+ro.0 4013 -700 aQ1 +m0 -IMO +m0 4m0 Tb`lW 30.517.41.W .mn 41DO +700 •11Q0 .70.0 a10.0 +m0-IIaD Tal-I a9517-418C4 +roA 41D.0 .70D-Ilan •Ign-l1oO .70.0-1140 +70.0.110..0.7%0-Ilan .m0-10I.5 +m0 -nap Coswun Sbe 36 517-39516 +m0•1100 -70A 4100 +70.0-Ilan+7D.0-110D C-esiie 38517.19510 -70A-110.0 -70-Q-IlaO•roA-IWO+70.a-lion +70.D•IIOD♦74D-110M +70.0-m1.7 +7ap Eque113e 11.517-]5518 +m0-ttan.70.0•I100 .m.0-nao-.MD-nD.D Eq."a 35517.36516 +m0•11OA+Ton 410.0 +m0 AIGO +70.0-?Sao -70.0 at0.n+m0.110D+m0•"0" !m0 also TS ClabmSae 325I7.35518 .1¢O•110.0 h40•1100 +7Dp -170.0 a70.0•110A 75 Clslvn Silo 3T517-QSS1B a70.0-110.0 .70.0.110.0 .70.0-lmD +740-flan +70.0 410a +m0-1100 4mA 40Q7 +700 452 Snrdad Pewiaw m.517-32518 .ma•Ilan +m0-110.0 +To.O-110.0 +m0•11 D.0 Sludxd Pmiew 2a511-a251B !m0-110.0 +TQO-110.0 +To.O-110.0 +m0-IIoO +mp•Ilan +m0-109A +70.O-1m.B aro.0 a41 C1.bm Slxe m.517•m510 Nan-110.0 .70.0-f 10.0 a700 •Ilan .ro.0-110A Cudon Sim 28.517:m.51B .ToO-110.0 •Tan-1100 +70.0-1WD Nan•IDL4 +ro.0 -BB.D .70.0 41fi4 +m0 -1H4 •ro.n 418A .SIIIn- 24.854-M519.+m0.1100 Nan-110.a .70.0•11GO +m0•11OA 5ivtar4 24 e54-m.510 -70.0.1100 .TaO-110.0 .m0 4040 +700 •09.1 .7n.0 .954 .700 4R4 +MO -n .70D 4R4 EmW 3esv-al➢44 .m0-nap .m0-lion .70a-nao+m0-110.0 Equ . 3s.517.41.W •7ap•110.0 .70.0-110.0.roA.1m.0+700-Ilan -TOO-nao+m0•1092.+m0 .997 +1 at.1 rl.H-ENEL TYPE THROUGH a onlomshe 3ssa-3asta No.D-11D.D ND.D a1o.o +To.D-na.o.ro.0-non a Cr.lom sb. 3ssn-3asta .TD.o at0➢ .ra¢•t1o.D .7a.a am.9 +7U.o•1014 +70.0 •9a0 +m0 aaa +roo -N.4 -1 atA NOT BE USEDsmadaRP4ew 33.eee-3ss1e .7aoa1oo .740-na.o .700-n0a.roD.no.0sw"w Pniw 33.e&-3s,sia +Ion-no.o +70+0.110.0•70.0-IaLO +70.0 -07.0 .70.0 .913 •70.0 -OMi +roD 4D.0 +MO 4IO.a ORINTEGRAL PRODUCT REVISED 01.m Tolest --41614 -04100 .7ao amo .To.o amo+m.o-MO.O e1.m Tollest ^'-41D44 +ro.0 410o -70.0-MMD .70.0.102.e +7M0 -97.0 -70.0 -913 +70.0 A4l +m0 .90.0 +70.0 aoD AMES - as complying with the Florida SEE TABLE 11•SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Code MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 NOA-No. 20-0401.03 (APPLIES TO ANY HEIGHT 91.78.OR LESS) (APPLIES TO ANY HEIGHT 91.76'OR LESS) ReMdon• II-ration Date• 7/30/2025 C)SASH HEIGHT CORRECTION. 1-1GE74gF•.•C� AK-03/10/20 Mlam Dade Product 6o Itrol 41 Na.58705 NOTES: - - _ 1� = ES DESIGN PRESSURE TABLES ROSOWSKI ff­ Dina, Y)USE THESE TABLES FOR ALL WINDOWS INSTAL 1o76TECIDiDLOGYDRNE IF THE FRAME. -• /��V - O SATE OF �� N.VFAIk:E,FL 34275 _ 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE %t`SS••r4 ORID1�•.•'••�'��� (�1N8D•1800 SINGLE HUNG WINDOW INSTALLATION 05/1.5/�5 3)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �1,�OIVAL S:E�\ s rler/M- 5'aa_ ''h_t: arONpg Nn Rer- ON THE TABLE. A&Ii4 MLL`W P. P.ER58705 REGISTRATION#29298 SH-5500 NTS 7 OF 13 MD-SH5500-01 C EMmBUONO ���o©oo©oo®©oQ©o©©oQoo©©o®uoEtooQQOQQo©®a©©oo©oQuoQoo©©ooQOQ©o©©o©© �la� ©©o©©o©©o© ©®o©©©©©©o©n©©o©®©©©©©©ov©©©©©©��©©�a©©©®©©©©©©©©©©© ��aQQQQaaQQQQQOQQaQQaQQOQaaQaaQQaQQOQQaQQOQQaQaaQaaQQQQQaQ aQQaQQ OHUBBUB QaaQQOQQnun aQQaQQOQaaQ©oQQOQQaQQOQQaQaOQOaQQaQ©OQ�aQQO013 ��QQQQQOQQQ©QQQQQQQQQQQQQaQQOQQ©QQQQQQQQQQ©Q QQaaQaaQQQQ©aQQQQQQQQ ��aQQaQQaQQQQQQQQQQQQQQQQQaQQOQQ©QQQQQQQQQQQQ QQQQQa©Q©QQQ©QQQQQQQQ o�QQOQQaQQQQQQQQQQQQQQQQQQQQaQQQQQQQQQQQQQQQ QQa©Qa®QQQQQOQQ©QQQQQ �aaaaQaaoQOQQaaQaaQaQQOQaaaaaQQaQQaQQOQQaQQaaanQaaaQOFaQaQ©anQaaQ ��QQaQQaQQ©QQQQOQQn©QQQQQQQaoQQQQQQQQQQQQQQQQQaQaaQaQQQQQQQQnQQOQ ��QQaQQaQQQQQQQQ©QQ©QQQQQaQQOQaQQQQQ©QQQQQQQQQaQQQQQQQQQQQa©aQQa© QQOQQOQQ©QQQQQQQQQQQQQQaQQOQQQQQQQQQQQQQQQQQo®Qa©QQQQQ©QQ©QQQQa ��QQaQQOQQ©Q®QQQQQQQQQQQaQQOQQQQQQQQQQQQQQQQQa©Qa©QQQQQ©QQ©QQQQ© �QQaQQaOQ©QQQQQ©E7000QQOQaaQaQQQQQQQQQQQQQQQ Nunn on �v®QQao©aoQ©QQQaQQ©QQOQ©o©QQ©aQ©©©QQOQQQQQOQQQQOQQaaQQQQQQQaQQQQQQ ��anaQQaaQQOQQao©aQQaQQoaoaQaaQQaQQaQQaQQaQQOQaaQaaaQQQQOQQaaQaQ© QQOQQaQQ©QQQQQQQ©QQQQQQQQQaQQQQQQQQQ©QQQQQQQaQoaQOQQaQ©QQQQQQa© mma� aQQaQaaQQQQQQQQ©QQQQQQQQaQ©aQaQQQQQQQ©QQQQQaQaQQQ HUBBUB ©QQQQQQQQ aQQanQaaQQQQQQQQnQQQQQQEau ©QaQQQQQQQQQ©QQQQQOQaQQaaQ©QQQQQQQQQQQQ 0�02901=QQQQQaQQQQQQQQQQQQQQQQQQQQaaQQQQQQQQOQQQQQ©QOQQoaQQnQQaQaQQQQQ© M RunQQQQQQQ u"HUQQQQQQQaoQaaQ©QQQ©QQaQQQQQaQaQQOQQQQQQ©QQaQQQQ© v�®©oo©aQQQQQQQQaQQQQQaQaQQa©QQ©QQ©QQOQQQQQ®QOQQaQ©QQQQ©QQaQQQQQ � aaaaQaaQQOQQQQQaaQaoQaaaaQaoQQaQQaQQOQQOQQOQaanoHUBBUB anQHUBBUB QQOQQOQQQQQQQQQQaQQQQQQaQQaQaQQQQQQQ©aQQQQQnun aaQQQ©aQ©aQ©QQQa© ��QaaQQaQQ®QQQQQQQQQQQQQQOQQaQOQQQQQQQaaQQQQQoaQaaaA QQQQQQQQQQaQ . ��aQaQQaQQQQQQQQQnQQQQQQQOnQOQQQaQQQQQADDQQQaQaQQOQQ�QQQ©QQnQQQQQ .. ��©QOaQaQQ©QQQQQQQQQQQQ>DQaQQaQQa©QQQQQaQQQQQQQOQQaQQQQQQaQQQQQQQQ ��©QOQQaQQQQQQaQQQQQQQQOQaQQaaQQ©QQaQQraQQQQQaoaaQOQQ©QQQ©Q©aQQQQQ ��aQaQQaaQQQQQaQQQQQQQQ QQQQQaQQQQQQaQQaQQQQQQQQQQaaQQQQQaQ©QQQQQQ v�aQanQOQQQQQQQQQo©QQQQQQaaQn©QQQQQaQQ©QQQQQaQOQQa©QQQQQ©QQQQQQQQ ��QaaQooQaaQaQQaQ®aQQOQ QaaQaaQaaQaQQaa©oQQOQQoaQaaQOQQOQ©aQQOQQaQ ©QQQQaQQQQQQQaQQaQaQQQQaQQaQo®QQQQQQaaQQQQQQOQQOQn®QQQaQQQQQQnQ ��QQOQQOQQQaaQQaQQaQQQQQQaaQnQQ®oQQQaQaQQQQQ QQQQnaQQQQQQaQ©QQQQQ© ��anaQQaQQQQQQQQQQOQaaQ QQOQQaQaQaQQQQQQQQQQQQQOQQOQQaQQQQQQQaQoa© ��aQanQaaQ©aQQaQQOQQaQQ aQaaQaoQQaQQOQQaQQaQQaQaaQaaQ©aQQOQ©oQQaQ® �aQaaQaaQ©aQQOQQanuOQQa®ooQaaQ®aQQOQQOQQaQQOQaaQaaQQOQQOQQOQQaQ© ■�a©aa©aoQaaQQOQQOQQOQaaQaoQaoQQOQQOQQaQQOQ©oQaaQaoQQOQQaQQOQQOQQ �Wmgrwgm QaOQOaQaQ©aQaOQ©oQQaQQaOQaaQDQOaQaaQaaQQOQQOOQOaQaQQaQHUQQoQnaQ �QaaQaaQa©QaQaaQQaQQOQQaaQoaQaQ®aQaaQaoQQaQooaQOQQOQaaQ©aQ©ounNUN a© ��QaaoQOQQ©aaQna©QaQQQooaaoQOQOQnQQQQQQQQQQQQQOQQaQQQQQQaQQQOQQ©Q vo©000P0000uH®QPoo©000a000v00000©©oodoo©ood�o�°oo�o©�,�ooPuo©v��io�o©��� ��aaQQaaQa QoaQaoao©naQ©aaQQOQ:QOQQaaQoanaaaaQQaQQaQQOQQaQ QOQQOQnoQ � aQaaQaaa©aaQaQQOQQaoaaQaaQaa®QaaQaaQoaQaQQoaoo©aaQ©aaQaQQao©Q©Q ��aaaaQaoQaoQQoaQOQQOQQoaooaoaaaoQQOQQaQQaQQoaoaQaa©QOQQOQQaaQOQa . . . , aaaoa©aaQaaQaaQaaaoaaoaaoo©aaQaaQaaQaaQoaaaaaaaaaaQaaaaaQaa® •- w -• • LOW • ° ' ' ' " BEEN 1202020 mv � m m o m m m o m 00R00go go00�g00g�010808800000�0����00����8o�0o�BooO ���aIImmIImHHHmHHHIIIIHIIIImIIHmHmaHmmIIHHQIIHHHmIIHmHII HHmaIIHmIIIIHIIIImIIIImH©bHII �lE==wm=mammnHHH©nHHHannaQnann.OnaanHOnnannaHHO©�annmHHOnaannannUNRUHQHHn 0EMMMERanaanmHHHHHHHHHanHHHnannanaaHQannannannannanaanaannanHHHHHnnann m�nHHHHHHIIIIun OIIIIIIIIHHIIIIHQHHHHHHHHHQHHIIHIIHHHHHIIOHHHHHHHHHHHHHHHnIIa a� HHHanHHnnannanaannannaHaanaannaHHaHHHHHHHQ HHaanHHHQaQnHHnaHHHHn oQmnnmmnnaQmm�naQQonQmQaanoannonQanHHHnaHHHHHHnaannmHHmnnaHnaQH noun d©©a©©©©BB flu HUB a unn©©©©©o Emu nonMRIMM ��®0000000©00000©oHH©©©0000©oo©H©oHH®o�io©©©©©°�©00000�i©�©©©o�a°o©©®©©© �namnmmBnBQQQnQ®II®nanpn©QQppHHHHOHHn©HHnn HOUR ®HnnHHOnHHnHnnHHHHnnHnnnn ©unnoo0000000non©0000Q0000000noo®©oO©oo©©o ooO©oOo©©©©©©©00000nno c��HnaHHHHHHHnnHnnnnHHnnnnaHHHHnHHHHHHHHHnHHH nnHHHHHHHHQHHHHHHHHHn ��mHmHIIHHH©HHHHHIIHHH HIIH HQm HHOHHHHmIIHII©mIIOHHH mIImHHmHHIIHHII mQHmIIIIHIIH ��aHaaaaHHnannHHnanHannaHHHaaHHnanHaHnannaHnaHaanaannaH©CHHnannaHH ��nnaHHanHnnHHHHnHHnnnHHHanmaHHHHHHHHnHHnnnnQHHHHHHHHHHHHHnHHnnaH 000000©©©ono©©®0000000000000©©©�©000HH©000©H©0000nunQQoo©oonooNunn �eR���HEmnnannQHHnnHHHnnHHHHnaH©HannnHQQHnHHHHHHQHHannannHHHEiHHH000000 oH�m©ooHH©©©oo©H©oo©®00000000©®000aHoo 'iHd©�io©0000HQonuumunnoHHHHHUmuo aHHHHHannaHnannaHnaHHmHH.HHHaHQHHnannaHnaHnaaHHHaannaHHHnnannnnon �HHHHHHHHHHHHHHHHHHQHnnnaHHHHnHHanHHH©©HHHnHnaHHanaHHHHHH©©©HHHn aHmIImmnmHHQHHHIIHHHHHH QHHIIamIIHIIIIHQIIIIIIHHHHHH HHmIIIIOQHIIIIHIIHHHHHHHOH ��nnHHnaHHHHnnHHHHHHHHHHHHHnHHnnnnnanHHHHHHH HnHHHannnnnHnnnHHHHHH ��HHHHna©nHHHQHQnHHHnnnnnHHHHHHHHHQa©©HH©nHn nHHHHaHHHHH©HQ©©©©nHn �HHHHIIHHHHHQHHonHHHHHH QnRHHOIIIIIIHIIIIHIIHHHHHHH HIIHHIImmIIIIIIIIHHHHHHHHHH ��HHHHHHHHHHHHHHHHQHHHHHHHHnaHnnaH©HnnHHHHHnnnanHHHnnHHnnnH000HHH ��HHHHIIHHHH mHIIHHHHII©HHH HHOIIIIOHHH HHHHHHHHH HHa HHHHQHHQIIHIIIIHQHHHHHHII HHanHHnHn©aQnH©IIanQHnnHmnmannanHnnHnnHnnan©a nun OQHQnHQQHnnaHHUH �HHHHHHHHHHnnHHHnnHHHHHHHHHHHHHHHHHHHHHHHHHHHHaHmHHHHHHQHnHHHHHH mm HON= HHHnHHHQHHIIHHHHHHHHHmHHHHHHaQHHBHHnnUNHHHHHHHHHHHIIHHIIHHHHnH �7�OHHHHOHHH HHHHHHHHII DOD HHmHIIOHHIIIImIIIIHIIODD HHH HHQHHOHHHHHIIHHIIHHH mmH HHHHHHHHHHnnHHnHnHHHHHHOHHHHnQHHQHHHHHHHHHHHIIHQHHnHHHHHQHHHHHnn ��HHOHHHHHH HHnHHHHnH HHQ HHHHHHHHH HHIIIIHHHHH HHH HHHHHHHIInIIQHHHnHHIIHHH �HHmHIIHHHHOIIIIOHIImQHHHH HHOOIIHOHHHQIIHHHHIIHHHH HHHHHHHHIImIIHHHIIHIIIIHIIH ��HHOHHOHHH OHQHHnHHH HHH OHHOHHOIIHOHnHQH HQHHHHQOHnnHHQHHnHHHHHH ��HHaHHHHOHHHHHHHOHHHHHnHnHnHnnHHHHHHHnHHHnHHnH HHHHOHQ OHHO HHHHHHOHnHanonHH HHIIHHHOHnaH HHO �HHHHHanQQHHHnHHH H HHOHHHIIOHQHHHHHHHHIIHHIIHHHHQHOHIImHQmnH H HHHHHHHHHHHnHHHHHQHHn nun nHHHHHHaHHHHHHnHHnHH HHHHnHHHHHHnHHnHHnHHH HHaHHHnnHHnnHHnHHHHHa HHOHHOHHHHHn HnnnaH HHOHHOn©nHnn nu HHHHHHHHHHHHHHmHHHHHIIHHHHH©HHH HHHHHHHHHHHHHHHHnnH OHHOHHOHHOHHHHHHHHOHn OHHOHaHHHOHnHHHOHHHHH HHOOHHHHHHHHHHHHHHHHH mmmmnmHHHHHIIHHHHHHHHH HHaHHHOHHOHQHHHHnHOHH HHaHHOOHIIHmIIOmIIOHIIOHH mm��HHOHHHHOH HHHHOHHHQHOn HHaHOaHHnHHnHOQHHnaHH HHQHOOHOQHOnHOnnHnHHn MEEZEM HHHHHHHHnHnHHHQHHHOHHOHOOHHHHHHQHHnaHHHHHnHHOOaaHHHHHHHHnHHHHDD ��OHHHHOOHHHQIIOIIIIHHIIOHII HIIHHHOHHIIOHIImm©OHIIOHH OHHOHHOHHHHHHHHOIIHOHII �O�HOHOHHHOnHHHHOHHHQHHH HOQHOHOHnHHQOOnHHQHHH OHaHHHHOHOOHHOHOOnHOH ? 11 100 • 11 1 08 �08��0 �0a a�00000 �DaO aeeea8 � 08 = ©�■�oQQnQ©Q©oon®oQQnQ©oon n©ou©©o©ooQ©n©©u©®o©©nnQOQ©o©a.o©©o©©uQ©o©© © �oIIooIIoo©ooQIIOIIIIooQOQII oIIooIIIIaIIIIOQ©oQIIQQIIOQII 0000IIIIOIIQOIIIIIIIIooIIIIQIIII o©oaQIIQIIOO©000IIQ©oIIQII o®oaIIQo©QOQ©QQQQQQQQII QQIIOIIIIOIIIIoo©oo©oQ©ooQ �0000IIQooIIQ0000IIQQooQQ ooQQ000unuoQ000II00000 ooOIIIIooIIIIooII000II000IIo OIIOaIIQQQIIOQIIQQIIaaIIOQQ QQOQQOOQIIOQODOIIOOOQoo O00000000'000000QQIIOQII oIIQOQIIOIIooQIIIIQIIIIQIIIIQII QIIaQIIOQQIIQQQQQIIIIQIIIIaII oIIooQIIIIIIQQIIIIaQIIOQIIQQII ©IIQIIQIIIIooQIIIIIIQIIIIQIIIIQII 0000IIIIIIQOIIQIIIIQII©QQIIQQ IIIIOooQIIIIo©IIII©IIIIIIQooQII � oQOQQIIQQQQQIIIIQIIIIaIIQaII aQQaQIIaaIIvaIInaIIoaIIoaII �� QQIIaQIIQQIIao©n©IIOQIIQIIII©©o©o©©a° °on©©o©©o°� °o©oo©oo©o©®©° © ®IIQIIIIIIIIIIIIQQIIIIQIIIIQQIIQQ IIIIIIQIIIIIIQIIIIQ©IIQQDODIIaQ IIIIOIInounumIIII©Q©IIQnoun o©oo©�©IIHUBBUB 000�©©� ©©off©o©Uo©©off©©©© ��QIIQQ©QQIIIIQOII,QIIQQ0000Q QIIOQOII ©n©o©QQQQOQQQQ QIIOQQIIQo©.Qnun IIQQ©QQIIQ � QQQQQIIIIQQnaQnounnounII QQNUBII�aIIDaIIQQOQ©IIQQII a©oaQQaQQQQQIIQIIOQQQQQ oumulon QIIQQaIIOIIIIaIIIIOII QQo©QOQQQQaIIIIOIIIIQQQQo IIQOIIQQIIQQOQIIOQ©IIaQIIaII ��®IIQIIQIIaQIIQQIIIIQQIIOQooQ IIQQIIQIIIIQIIIIQIIQOQoaQQao IIQQIIQIIIIQ©©QII©Q©oQQQQII �©oQQOIIQ©oQOIIQQQQQQaQQ QOQQOIIQQOQQIIQQQQQQQQ©IIIIIIQIIIIQooQOII©ooQQIIQQa �aQOQ©QQIIOQQIIQ©QQQQOQQ QooQIIIIQQIIQIIIIQQQQQQQQa QIIOQIIIIHBO H ©IIOQIIQQIIQ �QIIOQIIIIQII©Q©©QIIQQIIQQQQ QQQQ©IIQIIIIQIIIIQQQaQaaQa©QQQQQQIIQ©QQQIIIIQQQQQQ 0�000Q©IIOIIQQOIIQ©QQIIOQ©o QIIoo©QQp©©©IIQQQoaQaoIIa QIIOQEaoQIIIIOQQOQ©©©QIIIIQ ©oo©o©o©dam©©ob°ulnuQao©©o®ool©o©©o©©oaova©o©©QQo©©©©o©©o©©o©®aoo©N ��©QQIIQIIIIQIIIIQIIQQQIIaQIIaQ oQOQQIIIIQIIIIQIIIIaQoaQQQQ IIQQIIQIIIIQIIOQII©QIIIIQIIIIQII o©©�Poa OUR Qoomo©o© ��QIIIIQ®II VIIIIQIIIIooQQQQOQQ QIIQQIIIIQIIIIQII®QQQaoaaQa QIIOQIIIIQQIIII000IIIIQQQOIIQ ��QIIOQIIII E7QIIQ©IIQIIQQIIQQIIQ QIIQQIIIIQIIIIQIIQaIIQaQaaQa QIIOQQIIQII©DIIII©IIII QIIQQIIQ v�o"nQo©QooQooQQOQIIQaIIQ QOQQIIIIQooQOQaIIQaQO,aIIO QIIOQooQ000QOQIIOQOQQOQ ��©aaIIa©IIaIIIIaIIIIQ©IIQa©QQ IIaoIIaQIIQIIIIaIIIIa©QQQIIOQ IIQQIIQIIIIIIIIoaQIIQQIIaIIIIQII �QQIIQQOQQ©QaQQaQQQQ©QQ QQQQaQQOQQQQQQQOQQQQQ QQQQQOQQIIOQOEiaoQanoao EQQIIQooIIQQQQIIQaQQaQ�aQ QQQQQIIQQOQaoQQOOQaQQa QQOQQOQQOQQQOQIIQQQQQQ ��QQOQQIIQQOQQIIQQQQaQoaQ oQIIQQIIQQIIQQQaaQaaaaaa QQQQQIIQQIIOQIIQQIIQQQQQQ �QIIQQIIIIDIIQQQIINQQaQQOQQ QOQQIIIIQQIIOQQaQQOOOaaa QIIOQIIIIQIIIIQOIIQQOQQQQQQ �omBONu©o©®®©©oa�'o��'i000 0000©gio©©o©©0000�'iPo©©o �aooaIIIIaII©aQQaQQanQOQQnounnuounnuann OIIQ©IIaaIIaaIIIIQIIIIaII©vIIIIOIIQaIIQ v a000®©000aQoaooaoQOIIQ oIIoaIIQnIIIIOIIoanQaIIQQQa aooaIIIIaIIIIOQIIo©©aIIoaIIo QOQQaIIQaoQaIIQaQQaQIIQQ QOQQaIIQaIIQQ©QaQQaQQQQ oaQQaIIQa©QNOUNIIQaQQan QaaoaIIQaooaIIQQQQ©QQQQ QaQQaQQQIIQQ©QQQ©QQQQQ QaQoaIIHOII.QaIIQO noun QaQ QQQQQIIQaODDIIQQQQ©QE7QQ QQQQaIIQaIIQQQaQQOQQaQQ QQQQQIIQQII,©QIIDaoQaQQaQ ��QQQQQIIQQIIQaoaoQaaQQOQ QQQQQQQOIIaaQaQQaQaoQa QQIIQQQQQIIQQIIQa©QOQQOQ ��QQOQQIIQQ©aQIIaaQaaQaaQ QQOQQoaaooaoaaQaQaaQa QQOQQIIQQIIQQIIOQQQQQQQQ �aQQaQoaQoaQQOQQaOQaaQ aQQaQQaQIIOQOOaQQaaQaO aQQOQIIaQoaQQOQQaQQaQQ O OQOOQoaQOaQoaQQOQon aQOaQIIOQIIOQ©aQQaaQQun aooQQQaQIIQQIIaQOQQQOQo ©� oaoQQIIoaoaaoaQQaQQnQQ QOQQaIIaaIIaQ®a�tQOQQaaQ QaooQIIQaIIoaIIQOQQaQoaQ 0�19EZEMaQQaQIIOQ®aOIIaaQaOQOaQ aQQaDIIaaIIaaDaQQQQaaQO aQOOQIIaQIIaQII�Q©aaQOaQ aQOOQIIOQ©aQIIOaQnunaaQ OQOaunnuoaaoaaQOaQQQO aooaQ©aQIIOQooQQaQa , ���aaoaaIIaa©aaQaQQQQQaQQ aIIoaaIIaaIIoaIIaQQOQQQQa aaoIIaIIaaIIaaIIaaIIaaIIaaQ • 3.500' 3.500" 3.5D0" 3.500• .06r -�-I� .062- �f-�- .062• -r-I�-•�-- .062" a1.483" II a 1.48r 1.48r 1.483• .070' L 0 Q�� ��C](�� 71s .810• �. 070 .625" �1. HA .E.1FRAME •625" .F GE FRAME 1.375" O FIN FRAMEHEAF ME D/JAMB DUAL L MB FRAMELIGHT SAS HD SASH1.375 � 23 REINFORCEMENT 25 REINFDRCEMENT 3.483• ►I 3A83° 3Aa3• -'I �.070• -►I 1.18r .070- -7' 3.483" �-{ -°-II .asr 1 �� • 1 L L �4-� .062" �� � Q .asr � .79r IUI 130' STANDARD HD 1.331" ~ 1.340' �- 2.444" 2.444" �2.444' 2.444' MEETING L E RAIL O REINFORCEMENTLjI J REINFORCEMENT -- - .625° J-CHANNEL '62J^ FLANGE 1.375' FIN FRAME EQUALLEG r O 1.3175" O FRAME SILL r O FRAME SILL 1 7 Q SILL FRAME SILL 8 IT i i L 1.872- -+I T+ � 1.641' +-� I I T -►{ 1.215' 1.830' I I r + 1.376' 2100• 2.175, 1.472' 1.565' .065" o O .065• 1.375' I �1'L1L1� 974' .590"I�-((-��In� rx .471" .34T 355• ° LS �l� 590' J �{ BEVELED 1.231" Ir -►{ 1.000" f~ -035• .06 �.070' .off• .070• .OsO" 14 LIFT RAIL LIFT RAIL MEETING RAIL 16 FIXED SASH RAIL 17 COVER SCREW 18 SCREW COSASH VER 19 INTERLOCK 20.INTERLOCK COVER 27 INTERLOCK BEVELED � O INTERLOCK COVER PRODUCT REVISED as complying with the Florida Building Code 11I I I I 117 NOA No. 20-0401.03 V LYN �i� R^fV-1 Ex iration Date• 7/30/2025 8s4" 175" 316' -1 � 300• C.��'���icL --K- :� C)NO CHANGES THIS SHEET. By .o I��I AK-03/10/20 Mlam y ade Product, tml u .754" .750" No.53705 LUl ff � •ti= ® 171-BY o3s•EXTRUDED ou' -�}�-� ( G�2 � 1�,E�OLbGYDRM WINDOW EXTRUSIONS J ROSOWSKI OLAMIIG EXTRUDED ROLLED sr (� BEADING O SCREEN FRAME 81 SCREEN FRAME ���, T TE !!/4'� N.1/E+IDE FL 31275 _ 'FZOFtDN G '41W1800 _SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 /01VAL1EN,�, Sshq/1ladef: ScalNTSe Sint Oro�Lp Ma Rev:C A. NMILLER,RESH-5500 11 OF 13 MD-SH5500-01 P,Ei158705 REGLSiF1AT10N 929298 SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12.CONT.: STRUCTURAL Blll of Material Bill of Material,cont SILICONE STRUCTURAL 1/4"NOM: FOAM 3116"NOM. # Pert.# Description Materiel # Part# Description Material POLYISOBUTYLENE WITH 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 2019 Auto Lock Mechanism C.St WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head.&Jemhs-Flange PVC 46 720198&9 Sweep Lack Cast Zinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lade Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Log/Box PVC 48 76X1180PTX#6 x 1-118"Ph.FH SOS(Auto arid Sweep Lock Screw) SS 5 620105 SH/OH Frame S@-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame SIl-Flange PVC 50 776X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SH/DH Frame Sill-Equal LeglBox PVC 52 420182 UR Pull RellTlit Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS 7e 4SG TPS O SPACERS NXT1N 16 620129 Sesh Reil(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash StoplScrew Cover PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620155 Pull Rail Interlock 6005 TS Al 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT pOLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Till Latch Finger Pull Cast Zinc BUTYLENE 6/16"NOM. 21 620157 Beveled Interlock 6005 TS At 59 420180 Pivot Bar Comer Key PVC 5/16"NOM. SEAL 22 620145 Beveled Interlock Coves PVC 60 720206 Pivot Bar SS BLnYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T5 AI 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORM ED 25 620152 HD Sash Reinforcement - 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STE 26 620153 Standard Meeting Rail Reinforcement 6005 75 At 65 78MFPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS �'GLASS 27 620154 HD Meeting Rail Reinforcement 6005 TS All 66 420188 Bottom Latch Strike Plate Cast Zinc .EXT.GLASS 30 61644 Weatherstrip,.18T'x.270"Fin Pile 67778586 #8 x 518"Ph.FH.SMS(Strike Plate Screw) SS 31 6CI300 Weatherstrip,.190"x.3017'Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187"x_22("PolyPle 74 Backbedding,GE 7700 or Dow 791 or Dow 983 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting BbckQ/8"x 1"x 1/8"),85+/_5 duro. EPDM R DURASEA0 XL EDGE"" 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 610.12 Extruded Screen Frame Alum 7e 7s. 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 1 71669SP I Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Coma Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Coma Key with Pull Ring X2 PVC 40 720)W= Constant Force Balance 84 47041 Screen Coma Key without Pull Ring X 2 PVC 41 #8 x 3/4'Ph.FH.SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635161614 _140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX 88 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 41O SS Part# Description Material PRODUCT REVISED as complying with the Florida Building Code 76 Kommerling 4SG TPS Spacer System Noe-No. 20-0401.03 77 Quanex Super Spacer nXr with Hot Me@ Butyl See this v m I m r r r Sheet for ` a0t Ex iratlon Date 7/3012025 78 Quanex Durasea!Spacer •Q Materials ocE,y.,: C)ADDED BACKBEDDING. By: 79 Cardinal)C Edge Spacer Q� '�c�`�' AK-03/10/20 miam aae Produef so trot REFERENCE TEST REPORTS:FTL-8717,8968&8970 - 140.50705 =� 3/3�� 107aTECHNOLOGYDRIVE BILL OF MATERIAL(BOM) J ROSOWSKI �T'•. �OF [V�� N.VENICE,FL 34275 '•F�ORIDrI•••'G N, NOTES: (941)i80.1800 `S�Oi�- C�} �� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FORAAMA EXTRUDER CODE. 'f/lI I I i t l l J%% S&W/YodeP Scars shear: Orarin9 ff. Rev: 2)ITEMS#9-13,15,24,28,29,34,39,61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A L R MILEE#58705R,P.E REGISTRATION tl29298 SH-5500. NTS 12 OF 13 MD-SH5500-01 C P.. OPT.SWEEP LOCK r•- 45 48 OPT..AUTO LOCK 20 57 OR 68 E t 48 f ( 51 OR 52 ' 1 I 45 f i O OPT.PULL RAIL 'i f .I I 22 t B2,ORO 19 INTERLOCK& COVER �i 686 35 OPI', BEVELED MITERED FRAME WITH t 21 INTERLOCK �•�• INTERIOR AND EXTERIOR 16 t I &COVER FRAME WELDS O I 18 `--`• �! - 54 72 X4 t f �:. 72 X4 E 16 53 O '��`•• _ 80 CRIB so 4a : cE 14 to- �:- �� f� SCREEN p'pGHEs�49, fi0 OPT.PULL HANDLE ASSEMBLY �� `'' _ 64 WITH LATCH DETAILS 41 40 CONSTANT FOR 82 CE lj. �` t 65 16 OR 83 8 /'�''• OR BALANCE OPT.PULL '-@OR@ 42 43 SPIRAL BALANCE HANDLE 63 67 `�•ti:. 1 16 ��•• - MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY �FRAnnEWFios. 66 DETAILS EXTERIOR 63 ss _ `\ ��.• - --�ATrAOHFs7 i I PRODUCT REVISED —5 O g 63 an complying with the Florida `••�- "��_-�- r•-' -q�NC-E_ Building Code NOA-No. 20-0401.03 FRAME _ •�_ y /i _- +✓^ •---- Ex Iratlan Date• 713012025 ASSEMBLY ®' `•� `�. pp1.(LYhlnr�%�%�J C)NO CHANGES THIS SHEET. Br• DETAILS ��•:' y10E11SF'•,����i AK-03/10/20 Miam J ado Product sa,t.al No.58705 .4 - Dpauip6on: D mm BY 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: EXTERIOR .�O J3 OF (V�\ N.VENICE.FIL Tffrs L? 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ��CPo f4onlOP••.-•G\= , (94IM80-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR REINFORCE ENTTYPES,SEEDETAILS ONSHEETS6 FRAME T`7!•PES APPLY. i�s�OJVAL�1?���` S�+1a+/Yodol: scw.x Saeef: om.�xo; Bev. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LNNwMiIl��3,Ps SH-5500 NTS 13 OF 13 MD-SH5500-01 C p.Eo587D5 REGISTRATION i129288