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HomeMy WebLinkAboutPRODUCT APPROVAL I ti OCT 21 2021 MIAMI•DADE ST. Lucie County, Permitting yl lA-NIi=D-A-DE efTtlt4TY-.€L-OR A 7811151 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTYIENT 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/building PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-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 MIAMFDADECOUN7Y Expiration Date: July 30,2025 Approval Date:July 23,2020 T7/16/20 1 Page 1 4l , 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, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-8717,FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under 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 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-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 in r NOA No.20- 01.0 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-1 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 51' 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. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA 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 PeS30, 5 Product Control E NOA No.20 Expiration Date: July 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, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 05/15/15, 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.20-0 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 611 Edition (2017) and the FBC 7' 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 Perez,P.E. Product Control Exa n r NOA No.20- 01.03 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-4 ANCHORAGE / ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-118"MAX.O.C./ 21-518" ANCHORFOR H-TOP RADIUS-TOP_ /-1 54"MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM I HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT 1 30• Imo— 12"MAX. I WINDOWTYPES) _!! FORALLFRAME SEAM -mil h -- WINDOWTYPES) ?7 B,SEE ___, MAX.O.C. // SHEET 3 - 10"MAX.FROM 52-1/8°MAX•BUCK WIDTH SEE SHEETS 1-1/4" A,SEE , t2"MAX. FRAME FROM D.SEE B.SEE Lam.30"MAX.O.C. SHEET 3 I FIXED VISIBLE SHEET3 }--12"MAX• ! _ _.,C_ SHEET4 LIGHT WIDTH B,SEE L�30"MAX.O.C.,1 A SEE f-' -' --1- -I+ 12"MAX. C,SEE '1 SHEET 3 12"MAX. 1 FIXED SHEET 3 "� +- SHEET'4 ' I / —1 EQUALLY I i / VISIBLE A,SEE I / 12"MAX I / SPACED SHEET3 �L EQUALLY 17-7/B"MAX.O.C. I LIGHT 17-718'MAX.D.C. SPACED ANCHORS PER I HEIGHT ECUALLY I ANCHORS PER -1- TABLE69.11 ` �" g1.7B" SPACE01 I 17-718°MAX.O.C. TABLES 9-11 0 + / O ) I / BUCK MAX. ANCHORS PER I1 B4" BUCK TABLE59.il M62"AX 0I I BUCK �- HEIGHT MAX, I T HEIGHT BUCK --- ASSHOWN x I MAX.O.C. BUCK X I—4 10"MAX.O.C. X (� !� 10 J-T.C. HEIGHT - I - I! 11 1 x I 4 L SASH ' I I / 13-3/4"MAX.O.C. L._./ EQUALLY / ,13.3/4"MAX.O.C. EQUALLY 13-314"MAX.O.C. EQUALLY ! SPACED I SPACED ! LIGHT VISIBLEISPACED ANCHORS PER SEE ANCHORS PER ANCHORS PER SHEETS TABLES 9-11 A l TABLES 9-11 I HEIGHT Al TABLES 9-11 - I 1 A B&B C 11 - 11 .�rM/T MAX — 6-1/2"MAX. 6.1/2'MAX. B_ _JNO ANCHORS AT SILL 1 B- • - NO ANCHORS AT SILL I B�, _J ANCHORS AT SILL I D ---••' 1.1/4" ° SOTCH DETAILS, ``�' SEE SILL WEEP- I SEE SILL WEEP- SEE SILL WEEP- �- 54"MAX.BUCK WIDTH ��SEESI DETAILS, SASH VISIBLE NOTCH DETAILS, 54"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEETS 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 RA SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-CITE CONFIGUTION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH 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 HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 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)MUSTTEMPERED. ELEVATIONS.........................................................1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGBOX.....3 4)ALL WOOD BUCKS LESS THAN 1.112"THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J.CHANNEL..4 DEPICTED AS ZX ARE 1-1/2"THICK OR GREATER.1X AND.2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES...........................................6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES.........................................B-10 SHOULD BE SEALED,OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES........................................11 6)114"MAX.SHIMS ARE REOUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST...................................12-13 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E13D0. .2020 FLORIDA BUILDING CODE TBC),7TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. .2017 FLORIDA BUILDING CODE,(FBC),6TH EDITION B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%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 CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. .AISI S100-16 Building Code 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;DEWALT ULTRACON+NOA;ELCOIDEWALT CRETEFLEX NOA;ELCOIDEWALTAGGRE-GATOR NOA;ENERGI WINDOW AND .AISC 360-16 NOA-No. 20.0401.03 DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL 11� /�, Rav4+/an: Ex IraIllon Date: 7I3012025 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \��� OtaY'LYNAJ ���,l C)UPDATED TO FBC 2020, By: USER INSTRUCTIONS: ��' `10EIJg. // Mlam Dade Product so erol •' F''..1� ; REVISED ANCHOR TYPE TABLE. 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. - `r ''.� AK-03/10/20 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. �, No.58706 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = ` 'X- 9CRp6on. prom By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW -' Da 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR �� r!, N.VENICE,FL 34275 YOUR OPENING's CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. �� FT TE OF (V (94¢48D•1600 TRIO: Dale: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. s•'•.�ORIU .• \��� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ilAl- SedwIAlodef. scale: sheep Omr/ny No. Rer. INTEGRAL FIN OR EQUAL LEG/BOX). AL`IIIN MILLLI¢:P.E SH-5500 NTS 1 OF 13 MD-SH5500-01 C P.E.M 58705 REGISTRATION N29298 TABLE 1:ALLOWABLE GLASS TYPES Glass Design Pressure Frame Glass Frame Frame Type Description(Listed from Exledor to Interior) Table# Sheet It, Types Options Conn Shapes Installation Options that may be used ( 5 7/8"Laminated I.G.:1/8'A Exterior Cap+7716•Air Space+5116•Laminated;(2)ales of 118'A Glass with.090"PVB Intedayer 4,5 6 (see Fig B) (see Table 1) (see Fig A) see Fig C) 6 7/8"Laminated I.G.:1/8'T Exterior Cap+7/16'Air Space+5/16"Laminated;(2)Liles of I/W A Glass with:09W PVB Intedayer 4,6 6 ....into 2X Wood FramelBuckstrip-sheet 3,option 1 P P () y Equal-Lite, Square/Rect., ..,•into Concrete/CMU-sheet 3,option 2 7 7/8"Laminated I.G.:3/i6"A Exterior Ca +3/8"Air Space+5/16"Laminated; 2 Liles of 1/8"A Glass with.090"PVB Intedayer 4,6 6 Flange Through the Game #2 5-16 Ori New Arch-Top 8 of the window. 8 7/8"Laminated I.G.:3118"T Exterior Cap+3IB"Air Space+5/16•Laminated;(2)Liles of 1/8'A Glass with.090°PVB Intedayer 4,6 6 ( ) 8 Cottage Radius-Top ..... ....through 1XBuckstrip Into Concrete/CMU-sheet 3,option 3 9 7/8'Laminated I.G.:118"A Exterior Cap+7116"Air Space+5I76"Laminated;(2)Lites of 119"H Glass with.090"SG Intedayer 7 7 _ ....into Metal-sheet 3,option 4 10 7/8'Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+5118'Laminated;(2)Liles of 1/8'H Glass with.090'SG Intedayer 7 7 ....into 2X Wood FramelBuckstrip-sheet 3,option 1 11 718"Laminated I.G.:3116"A Exterior Ca +3/B'Air Space+5116'Laminated; 2 Litas of 1/8"H Glass with.090"SG Intedayer Box/ Equal-Lite, Square/Rect.,Rect., P Pa () y 7 7 Through the frame ....into Concrete/CMU-sheet 3,option 2 Equal-Leg 5-16 Ori Cottage ew Arch-Top 8 of the window...... ••••through 1X Buckstrip into Concrete/CMU-sheet 3, 12 7/8"Laminated I.G.:3/1B"T Exledor Cap t 3!8"Air Space+5/16•Laminated;(2)Lites of 118"H Glass with.090"SO Intedayer 7 7 (#q) 8 Cottage Radius Top option 3 13 7/8"Laminated I.G.:1/8"A Exterior Cap+5/16"Air Space+71*'Laminated;(2)Was of 3116"A Glass with.090"SG Intedayer a 7 ....into Metal-sheet 3,option 4 14 718"Laminated I.G:flit-T Extedor Cap+5/16•Air Space+7/16'Laminated;(2)Lites of 3l16"A Glass with.090•SG Intedayer 8 7 Through the ....into 2X Wood FramelBuckstrip-sheet 4,option 5 15 7/8"Laminated I.G.:3116"A Exterior Cap+114"Air Space+7/16"Laminated:(2)Lites of 3/16'A Glass with.090•SG Intedayer 7 7 J-Channel Equal-ale, Square/Rect.,integral fin...... ,,.•into Metal-sheet 4,option 7 5-8 OdellPrmiew Arch-Top& 16 7/8"Laminated I.G.:3116'T Exterior Cap+1/4'Air Space+7/16'Laminated;(2)Lites of 3116"A Glass with.090"SG Intedayer 7 7 (#1) 8 Cottage Radius Top Through the frame ....into 2X Wood FramelBuckstrip-sheet 4,option 6 of the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....into 2X Wood FramelBuckstrip-sheet 4,option 5 Group Anchor Substrate Min.Edge Min. &15 MAY NOT BE USED IN Equal-ate, Square/Rest.,Integral fin...... ,,,,into Metal-sheet 4,option 7 Distance Embedment, THE HVHZABOVE 30'. Integral Fin 5-8 Oriel/Prowiew Arch-Top& Southern 6 Pine( G=0.55) 71 ' 1-3/8 D ( ) &Cottage Radius Top Through the frame....into 2X Wood FramelBuckstrip-sheet 4,option 6 # SMS -FT Steel,A38• 318" 0.050" - of the window...... ....into Metal-sheet 4,option 8 (steell,, S.S. Steel Stud,A653 Gr.33' 318" 18 Ga.0,0451" T MIN.OF 3 or 410 S S..S.) ( ) THREADS FIGURE B:FRAME TYPES A Aluminum,6063-T5' 318" 0.050" BEYOND THE FIGURE A:FRAME CONFIGURATIONS 3116"steel Ultracon or P.T.Southern Pine(SG=0.55) 7116' 1.318" METAL O (13) "A"=ANNEALED "H"=HEATSTRENGTHENED Ultracon+ Concrete(min.3 ksi) 1" 1.318" SUBSTRATE. _ -- -----'-- `---`_j -r=TEMPERED 3/16"steel Ultmcon Ungmuted CMU,(ASTM C-90) 2-112" 1-1/4" "UNGROUTED "PVB"=.090"TROSIFOL®PVB 3/16'steel Uitrecon+ Ungmuted CMU,(ASTM C90) 1" 1.1/4° CMU"VALUES BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9/16" 1-316" MAY BE USED J-CHANNEL INTEGRAL FIN #12 SMS "SG"_.090"SENTRYGLAS® Steel,A36' 3IB" 0.050" FOR GROUTED (steel,0 S. .) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) CMU �/ 2 4 AMINTERICA,INC. KURARAY or 410 S.S.) Aluminum,6063-T5• 318" 0.063" APPLICATIONS. O AMERICA,INC. B 114"steel Ultrcon n or P.T.Southern Pine(SG=0.55) 1" Ultracon+ 1-3IB" EQUAL-LITE ORIEL COTTAGE 1/4"steel Creleflex P.T.Southern Pine(SG=0.55) 1" 1-318" FIGURE C:FRAME SHAPES FLANGE BOX OR EQUAL -LEG 1/4•steel Uitraeon 1/4"steel Aggre-Galor P.T.Southern Pine(SG=0.55) 1" 1-310" -�I BUCK WIDTH --►I BUCK WIDTHI+--��BUCK WIDTHI+- Concrete(min.2.85 ksi) 1" 1-3/4" ..._-, -- -`-------- (- ----� Ungrouted CMU,(ASTM C-90) 2-1/2•' 1-1/4" ! I ! Material Min.ksi Min.si C Concrete(min.3 ks0 1J/15' 1.3/4" '7-• r- Steel Screw 92 ksi 120 ksi 1/4"steel Ullrewn+ �s ri ' } x Ungrouled CMU,(ASTM C-90) 1" 1-1/4" c0 c7 / T I"Screw 60 ksi 95 ksi 1/4"steel Creleflex Concrete(min.3.35 ksi) V. 1.314" X "=.5=�- _ -- - ---- O s =•��.-� T� 410 Screw 90 ksi 110 ksi 1/4"steel llltmcon Concrete(min.2.85 ksi) 2-1/7' 1.314" ) M o I�9 Elco/DeWalt Aggre-Gator® 57 ksi 96 ksi 114"steel Ullmcon+ Concrete(min.3 ksi) 2-112" 1-3/4" m m w m I` = Elea UltreCon'D 155 ksi 177 ksi 1/4"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 1-1/4" j + y 3116"DeWall UIImCon+G 117 ksi 164 ksi D Concrete(min.3,35 ksi) 1-3/4" -t- -L -- J- 1 1l4"DeWalt UltmCon+O 146 ksi 164 ksi V4"steel CreteBell RECTANGULAR RADIUS-TOP ARCH-TOP Ungrouled CMU,(ASTM C-90) �42-117' 1.1/4" 410 SS Elco/Dewall CmteFlex® 127.4 ksi 189.7 ksi Concrete min3,275 ksi 1 / WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED 6063-75 Aluminum 1G ksi 22 ksi PRODUCT REVISED 1/4"steel AggreGalor Grouted CMU,(AST.69D) 2• BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES A36 Steel 36 ksi 58 ksi as complying with the Florida AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Building Code TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN _ _ Gr.33 Steel Stud 33 ksi 45 ksi NOA-No. 20-0401.03 Min.Edge Min. w // Revielon: Ex Ira III Date: 7/3012025 Group Anchor Substrate `� �`y{�YN/�, /,., Dletence Embedment' C)REVISED ANCHOR TYPE By: GG6u E 2-112"x.131"Common Nail P.T.Southern Pine(SG=-55) 3/8" 2.7118• �N. �wCF.N,SF•'•�l�' 2-112"Ring shank ReoMg Nall P.T.Southern Pine(SG=.55) 3/8" 2.7116" V. '-0. ' TABLE. .lam�Daae Product-Go trot i P.T Southern Pine(SG=.55) 112" iJ/8" .,• Nu.53705 _ AK-03/10/20 N10 Trusshead SMS Aluminum,6083-Ts (steel,I"S.S. 3I8" 0.050" ` - ® Qeaalp0cn: 0ro-py; 7 "410S.S:) Steel Stud,Gr.33' 3/8" 0.0451•(18Ga.) �' - IYr 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36' 3181, 0.D50" 'MIN.OF �7Q•'. �L-�i' J.' IL,Z N.VENICE,FL 34275 #12 SMS P-T.SOUIhem Pine(SG=,55) 9116" 1.318" BEYOND THE �'/(r••'•�L.URI�r`. �?�� (941}480.1600 IIRe: �e1 auminum,s9s3Ts 318" D.oB3 % So JC1 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,1841 S.S. Steel Stud,Gr.33• 316" 0,050" METAL �i i'1'/OIVf1L�-,w`"� a 410 S.S.) SUBSTRATE. r7/1 w w w Ser7es/Ilodak Swlo: Sheaf: Omring No. Rer. Steel,A36' 318" 00501, A.L17 A h�IiLISR,P.E. SH-5500 NTS 2 OF 13 MD-SH5500-01L C REV 68705 REGISTRATION#29298 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCREfEICMU. BUCKSTRIP INTO CONCRETEICMU. PTIOTHR1 �r EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHO EMBEDMENT EMBEDMENT 114"MAX SHIM FRAME INTO C WOOD - 16 1/4"MAX SHIM FRAME OR BUCKSTRIE I o SEE NOTE 2,THIS SHEET. d I�EMBEDMENT � � � � SASH VISIBLE _ 17 FLANGE FRAME y + EDGE " 0� 18 LIGHT WIDTH EDGE DISTANCE SHOWN DISTANCE D 44 BALANCE a L114"MAX TYPE VARIES - — TYP.ANCHOR SHIM TYP.ANCHOR TYPE, ° 42 WITH SASH o TYPE, 2 TYP.ANCHOR TYPE, EMBEDMENTAND EDGE WEIGHT 54 30 a� EMBEDMENT L� AND EDGE EMBD EDGE DISTANCE PER SUBSTRATE, DISTANCE PER Q — 31 DISTANCE PER 0 (� DISTANCE PER SUBSTRATE, SUBSTRATE, •"° ° EDGE SUBSTRATE, III SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. o EXTERIOR \a� DISTANCE SEE TABLE 2, 16 87 I_v\ SHEET 2. 1B •� 'I FIXED VISIBLE _ 4 FIXED pp OPT.SASH TOP 'I LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FRAME I FLANGE 2 _ ILEGBOX LIGHT HEIGHT ! FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH FRAME y I 1 ANCHOR @3.55• HORIZONTAL SECTION A-A SHOWN 49 I 48 FROM END AND AT 1)USE ONLY ---_ O i 21 CENTER. SUBSTRATE-APPROPRIATE 22/-L FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 / OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLE 2,SHEET 2. -45 46 47 SCREWS @16-318" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 114„MAX BOTTOM LOCKS: SHIM BUCK 16 HS LF 8R STEEL S MAX. 50 � � ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE HEIGHT USED INTO WOOD AS PER TABLE 2, SELF-DRI HILLING SHIM SCREWS @ 8.318' SMS(GS),SEE 85 30 �- FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2 0 SASH � THAN 1-12•THICK ARE TO BE , D CONSIDERED 1X INSTALLATIONS.1X SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 86 16 USE EITHER DEPICTED AS 2X ARE 1-12"THICK OPT. OR GREATER.1X AND 2X BUCKS Q 65 LATCH OR (WHEN USED)SHALL BE DESIGNED (2)V 81 30 64 BOTTOM LOCK, TO PROPERLY TRANSFER LOADS.TO FLANGE EQUAL INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX WEEP 80 FROM SASH END. RESPON BIILITY OLOCATION:6-518!' DESIGN AND F THE(ENGINE R ON IS THE SHOWN �D�o SHOWN �D�o NOTCHFRAME ES AT EACH END. OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT EXTERIOR 6 s6 INSTALLATION n INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION v OPTION PRODUCT REVISED 67 OPENING)IS MEASURED FROM as ANCHORED THROUGH ANCHORED THROUGH Building complying the Florida EQUAL-LE G/B N 114"MAX SHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL NOA-No. 20-0401.03 FRAME SHOWN---� �� .27"X 1.25" � � ReHsWn: B�•iration Date: 7/3� 0/2025 WEEPHOLE NO ANCHORS o=., `t. .C� C)NO CHANGES THIS SHEET. Miam Dade Produc-6o trol WICOVER@ ° REQUIRED IN VISIBLE LIGHT FORMULAS _ '••� AK-03/10/20 Flo.58705 2.87"FROM O a•• FLANGE OR _.�r; EACH END. EQUAL-LEG WIDTH _ _ • .. FRAME SILLS @SASH:BUCK WIDTH- 0 6-12' �.7 - Oescitpflon: +^•'^BY @ FIXED LITE:BUCK WIDTH-4.318" �q. -'�3a7• 1070TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI O••. S �E 4,•\ N.VENICE,FL 34276 HEIGHT(EQUAL-LITE) TRW Dula: VERTICAL SECTION B-B BUCK HEIGHT12-3.15116" �;.rss� `A�1"• .1 ,U�`�' (841}4M1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 'O'YA1,%N\ � Sedea/Nodol. Seale: Sheet. Om"No. Rer. A LYNN MILLER,P.E SH-5500 NTS 3 OF 13 MD-SH5500-01 C P.E.058705 REGISTRATION 429296 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 5 EMBEDMENT WOOD FRAME OR SHEET. RIP.SEE INTO 2X WOOD FRAME �- ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT -� NOTE 2,THISIS SHEEP. BUCKSTRIP.SEE NOTE 2,THISS S EDGE DISTANCE SHEET. yI FIN INTO 2X WOOD FRAME OR O 1/4"MAX SHIM 1l4"MAX SHIM I BUCK-STRIP.SEE NOTE 2,THIS - �- EDGE DISTANCE 16SHEET. TYP,ANCHOR TYPE, SASH VISIBLJ-CHANNEL - EMBEDMENT AND EDGE ❑� 18 LIGHT WIDTH 17FRAME y DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2.(SCREW SHOWN) 44 BALANCE MBEDMENT TYPE VARIES -- no 1/4•MAX SHIM 42 WITH SASH EDGE WEIGHT 54 TYP.ANCHOR TYPE, DISTANCE 30EMBEDMENT AND EDGEDISTANCE PER SUBSTRATE, 31SEE TABLE 3,SHEET 2. EXTERIOR 3 \ l ITYP.ANCHOR TYPE, 18 (NAIL SHOWN) ny Ll EMBEDMENT AND EDGE FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED 18 20 OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) LIGHT I FRAME HEIGHT FORALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH .49 48 FROM END AND AT 1)USE ONLY 21 SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C O CENTER. 22 _FOR WINDOWS ANCHORS LISTED ON TABLES 283 O A OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT - -1/4 FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 .0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAYBE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 45 46 47 SCREWS @16-318" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE 4LSOADE-APPROVED MULLION FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEE114"MAX. HEIGHT 50 0 16 ADD ADDITIONAL 2)MASON ANCHORS PER TABLE 2, SELF-DRILLINGSHIM SCREWS @ 8-3/8" SMS(G5),SEE 85 30 FROM END. SHEET 2.ALL WOOD BUCKS LESSTABLES 28 3, SASH THAN 1-1/2"TH ICK ARE TO BE SHEET 2. EXTERIOR VISIBLE CONSIDERED 1X INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 86 16 OR BOTTOM DEPICTED AS 2X ARE 1-1/2"THICK OPT. OR GREATER.1X AND 2X BUCKS LOCK(SHEET3). (-1 _ 65 (WHEN USED)SHALL BE DESIGNED (2)1" 01 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS Q, FIN ANDIOR Q INTERIOR 31 LOCATION:6-518" TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. o IN-FIELD DESIGN AND INSTALLATION IS THE NOTCHES AT BO � RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 � SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 �. OPTION 8 PRODUCT REVISED as complying with the Florida OPENING)IS MEASURED FROM 1/4^MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL BuildingCode INTEGRAL FIN SHIM BEADING TO BEADING. INTEGRAL FIN INTO METAL - (INTEGRAL FINIFLANGE REMOVED) FRAME SHOWN � 11}I I I t I NOA-No. 20-0401.03 ------ — aoN..L.... ''' NC)REVISED DADE MULLION Expiration Date: 7/3 012025 2TX 1.25"WEEPHOLE �� 38 WIC @ 2.87' ter_. .•' SIC L"N :••��� By: FROM EACH END. VISIBLE LIGHT FORMULAS r: ':�`p!; NOTE. Mlam�Dade Product-Go trot TYP.ANCHOR TYPE, - C� EDGE DISTANCE _�Tr NO.537D5 AK-03/10/20 IDTH EMBEDMENT AND EDGE W - : ::- DISTANCE PERSUBSTRATE, — @SASH:BUCK WIDTH-6.112" --D 0mcrip8on: Drown ey. SEE TABLE 3,SHEET 2. EMBEDMENT f- @ FIXED LITE:BUCK WIDTH-4-3/8" _;0 13 0 ,r 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) A(E ,F �/l/\ N.VENICE,FL 34275 Title: Oafs HEHT(EQUAL-LITE) ./OPIDi �-,`` (8410-1800 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUIG }48 CK HEIGHT/2-3-15116' S (j�`� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN ''rSiI0�VAI-�Ct��� Sedee/ltodal: Scale: Sheet Drawing No. RW.. INTO 2X WOOD FRAME OR BUCK- 11I 1411 STRIP.SEE NOTE 2,THIS SHEET. A.LYNN H I L REGISTRATION#28288 LER,P.E. SH-5500 NTS 4 OF 13 MD-SH5500-01 C P.E.N LE. -+{ 7/8"N 718"NOM. -►{ 718"NOM. 7/8"NOM. 7/8"NOM. 5/16"A/A PVB I 5/16"A/A PVB I 5116"A/A PVB I I 5/16"A/A PVB— I 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3116"T GLASS 1l8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a 9JCTERIOR C]EXTERIOR 78.79 76.79 78.79 76.79 76.79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8"N 7/8"NOM. 7/8"NOM. -►{ 7/8"NO �- 7/8"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 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/18"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 118"A GLASS— 1/8"T GLASS c]EXTERIOR G]E%TERIOR G]EXTERIOR EXTERIOR c]EXTERIOR T6-79 78.79 76-79 76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -�I 718"NOK -1 7/8"NOM.. �- 7/16"A/A SG 7116"A/A SG kr "NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79TE TYP. '16 MAY NOT BE USED 3116"A GLASS \ 3/16"T GLASS-\ WITH J-EHANNELOR c'�''� l� 72 INTEGRAL FIN FRAMES �EXTERIOR a EXTERIOR GLASS TYPES 5,7,9,11,13 78-79 78-79 31 8 15 MAY NOT BE USED IN PRODUCT REVISED EXTERIOR THE HVHZ ABOVE 30'.a GLASS TYPE 15 GLASS TYPE 16 BuildiglCodeW�th the Florida NOA-No. 20-0401.03 38 Rvialon: Ex (ratioDate; C)NO CHANGES THIS SHEET. By:r•' ;Cn� AK-03/10/20 Miam Dade Produe%-co trot 2; • , GLAZING NOTES: .; NO.53705 "A"=ANNEALED = n - Desariptlan: Drown 6y. TYP.GLAZING DETAIL "H"-HEATSTRENGTHENED - O '.�1 1070TECHNOLOGYORNE GLAZING DETAILS J ROSOWSKI "T"=TEMPERED %A '•I? ; 0 L 6 /�: W N.VENICE,FL 34275 "PVB"=.090"TROSIFOL PVBBYKURARAYAMERICA,INC. "�n '. S` 14� (gg1){g0.1800 77um moo' "sc"=.090"SENTRYGLAS�BYKURARAYAMERICA,ING. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET2. REGISTRATION Sorfp/I1odaL• Scolr. Sheet• Omwing No. Rar. A.LY1,11MILiWIPE. SH-5500 NTS 5 OF 13 MD-SH5500-01 C P.E.N 58705 i129298 TABLE 4: TABLE 5clan Type B.M.Sam TABLE 6: classy I Design Pressure,Ib6R4 6 De"Oplrnb,gheh SWHd001 Design Pressure,lbstfe CIOCT tR 9 R.InT.LOY.I Rang.®Wa R..Oa lln) Ytlmv ucE Iplh lln YP•s Design PreBSDfD,IhS Hd MS.- 6,7&a H-50.0 9 u 1.46 Sx1x5 115.01-70.0 R.Inl.LOwl 235 E@ul-11. 11.39 -SID -70.0 r650 -TOO Ra1nL LUV01 R1 For all warlow&sash sizes SIaMAC.tupa 74.517•I5 8 I0 .65.0 •700 .B50 •7a,0 Rl Far all ainder and sash shah TB Eraw411e 11.SB3-14.616 +65D 40.0 +650 -70.0 SEE TABLE 9,SHEET 8 FOR slane.NP-m M37/-1L532 .65.0 •70.0 .65.0 40.0 SEE TABLE 10.SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T..e.l 23,517-25.286 .65.0 •70,0 +650 -70.D ANCHOR GROUP AND QUANTITY. S1an3atl Cstw 20,958.2a.61B +es 0 .70.0 .65.0 -TOD 37.376 ER 111. 1T.517.20.057 465.0 .70,0 .05.0 .70.0 SlaI ra PmMew 14.511-1T.516 +a50 •7.. .650 .70.0 o Shpdc'1 11.377.14516 465.0 •70.0 .650 -70,0 0 Tallest 27,SB3-31.911 a650 -TOD +65,0 •70.0 Cm1.m Sne 20.517-27.682 .650 -700 .05.0 -70,0 SINEO rs CmttgO 23.517-25516 1110 -70.0 aGSA -700 44 E0ua411e 30.61J•23.518 +E50 •100 +B'a,0 -70.0 HEADER SI.e61N Pmsew 17.517-20.51E +1150 .70.0 +65.D -70,0 O HEADER cn{em size 14.517•17.51B +e5D a0D +65D -70.0 23 I S 17an.14.519 .650 .700 a650 .70,0 23 1nen1 I T0.0 31.583-35.911 469.0 •700 .65.0 •70.0 St.ndW Gibs. 2BSt?-31.SB2[.E5 •700 +050 -T0.0 m EgwHla TO.en•26.918 •700 1190 -700 4B s1nMVd Psfm 17.51T•2D.S1B •700 -650 .70.0 MEETING RAIL MEETING RAIL C,obm She 14.517-17.616 •70.0 .65.0 -10.0 � Ist C.-$11. 12,517-14.510 •700 +ae •70.0 0 sharts.1 11.37T-125tB .700 +GS.O .70.0 27 0 EXTERIOR 0 m Telmt 33.209.37.538 -70.0 .65s .70.0 Up EXTERIOR 0 S,aM Cottage26.517-33207 .70.0 465D -700 1v-7 0 Equaldl. 23.517.20 518 •700 .650 •10023 cl2a617-P516 .70D 165.0 .70.2 23 JAMB � 49,fi35 sl.naam i;'.- 17.511.20.51E .e50 •700 .e5D •70.a JAMB EXTERIOR SASH 3 Cl tw Sls. 14.517-17.510 165.0 •700 +65,0 •70.0 EXTERIOR SASH aHEIGHT Cu.lmn sls. 12517-W.516 +650 -700 165.0 40.0 G] HEIGHT shate41 11,377.12510 115.0 .70C +GS0 -70.0 Tele.i 36.511-41.644 +650 -700 +65V -70D Sla dWta, 31,517-3.61. M. -701 .65.0 -700 EWa411e 26 It?-31.516 4650 •70,0 .00 lap 23 61 G;Wi Pnri4e. 23.617.2651E +650 .10.0 40D •70.0 23 62 ..I-She 20.617-23.510 .65.0 .700 .650 .70.0 SILL O clnlan she 17,517.=51B 465.D .700 4650 a0.0 SILL 0 Cosies Slle 14DtT-17.516 1650 •70.0 .65D -68.1 Cl 7.1 1 I3,0I1-14,516 4 . 1 5.0 70.0 65.0 0/] 70 91o,1n1 11.864-13 016 .050 - 0 .65.0 {0.6 a10.1 30.517-41D14 +650 -70.0 .650 -10.0 C.L.m She 30517.39.516 +650 .700 .00 -10.0 E@1a411e 35.517-33.516 1650 •700 .65D •70.0 76 C.N.Sli. 32.517.35,516 4650 TO0 .61D .70.0 Sta Preto 29517.325% .050 .70.0 .65.0 -TOD SECTION DETAIL FOR WINDOWS WITH cu.mmSme`nEs,-i-s9ms fi�o .7D`o +as.0 cz3 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6.7&8 6Me.1 za.e64.x951B .DSD a6a II. fi0B LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Eew 311.517.41.wa .690 -700 .es.D -700 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& ea a 15m size 35.eV•39.910 +55.0 -5 D a05.a d1,3 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) sls_p__I...a55,eI.rah aoa .s5e -.6 CONFIGURATIONS) PRODUCT REVISED 91.79 Tmeal -414a4 1 ae5.D 1.701 .es.a 6B.5 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. - as 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 `�`{Ll'Id/y '�iee vs y����� RE`"tbn' Ex (ration Date_o713012025 5, -� C)SASH HEIGHT CORRECTION. B : GLttiue �i ���.• ' •.1��,, 03/10/20 AK- I Miam lDade Produc o 1tra1 } No.58705 ' NOTES: _ - _ D"0106": Drarn By. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �-p �` 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI %�O •' �('0 k/ N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK..SASH HEIGHT IS AS PER THE FIGURE. • �•t_ (941IM80•11600 'IO1 Data: `'��' ''••.u1zlt:j''••'• ��.� SINGLE HUNG WINDOW INSTALLATION-LM 05/45/15 Ss 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ��t t i ONAL E �� SrtisslAbdeb ScDle: Sheet• Orarir,g NO. Rev. ON THE TABLE. A.L�rlrl MILL�d,P,E. P.EgI L REGISTRATION#29296 SH-5500 NTS 6 OF 13 MD-SH5500-01 C TABLE 7: TABLES: ul..Typo B.I.m S.4h a ale®Typo Bawn Savo a 9,1E 1S&10 D-ph-w ghat Sa:b 1/a0M Design Preasure,lbalft 13114 D-1,1imnbrgWe sash.lelBm DealOn Presoure lhe#t R.I.I.L..I Ranpu®Wed- Range WMmvBuck W.hln Relnt.Level R,1nDeQWndaw R9rgeft) W.t Back WENtnj I _ 3 Nn9h16b4n Wta40 48 52125 64 3 Haight Shown 1B 24 32 36 40 dB 52.125 54 - 13.5 EDuo4hle 11.314 170,1•1111 +700 410.1t.700•11n0 .70,0•1 t0A 23.5 Eq,d-9te 11.304 .70.0.1100 .70.0.1 TOO .70.0.110.D .70.0.110.0 -70.0-110.0 +70.0.110.0 noo •1100 •70.0.1100 StaMad CoOage 14,517.15670 +700-1 i00 +70.0 -1 f0.0 .70.0 a1a0 +70.0-110.0 soalad CallatP f4.517•i5.8]0 +10.0 •110.0 +70.0 410A .70.0.110.0 .740.11a0 +70.0.1100 +7MO-110.0 •70.0-1100 +700.1100 7e Eq ift 11.583-14.616 •T0,0-110.0 ,on -110,0 +700 Alan 1T0.0 Moo a Eq,nlSte 11S01-14,516 1700-1100 .7a0.1 m.o -70.0-1f0.0 +70.0 4100 +700-1100 -10.6.110.0.7Q0-If0.0 .70.0-110.0 SiwddPranaw 11.377-11.602 +70.0 AMD •Too 410.a •TO.a -uoo .70.0-Ito .0 Slat ,IPIWm 11.377-11.582 -70.0.1100 +70.0.11a9 170.0.110.0 -700 .110.0 +70.0 .1to.o •70.0.110.0+700-110,0 .70.0.110.E O HEADER Taie4t 23.517-25 260 +70A.110.0 .70.0 .110.E w00 -IMO +70.0•110.0 Ta"t 23 S17.25386 470.0 .110.0 -70.0 .11 RE+70.0•110.0 .70.0 -noo +70.0.noo +70.0.11a.0+70.0 -uoo +700 AMD StamadCo age 2a958-23,510 -70.0.110.0+70,0-110.0 +70.0•11a0 .70.0•110.0 SwmadCdtM. MOM-23.516 -70.0.110.0 +70.0-4100 +7U.0.110.0 +70.0 -nn.o +70.0.110.0 +70.0-n0.0 +70.0-I1o:0 -70.0.1140 25 37375 E@ Ihto 17.517-20 957 *lag-110.0 +700 410.0 +700 •112.70.0 a09A 37.375 Eq"4,to 17.517.20 057 .70.0 .110.0 +70.0 410.0 +70.0.1100 +70.0 -110.6 +70,0.1100+700.1100 +70.0.110.0 +700-109.0 SW.6ej Nefew U,517.17510 -700.1100 .700 •1100 +700•l MO .70.0.1100 slaMalJ Pronew 14517.17.51a +Ton•11o0 •Too .11D.D +Too•1t00 -70.0•1100 +10.0•1100 +700 a1o.D .700 4100 +TO0.1100 � o She,i.1 11.07T-14510 .700-110A n0.0 .110.01+700-1D7.O 470.0•1D7.0 Shales, 11.377.14.516 +70.0.110.0 +70.0 410.0 .70.0.110.0 +T0.0 .110A +70.0.110.0 +70.0.1100 .70.0•107.0 •710-113.0 T.U., 27.583-31,911 M-110.0 .70.0 •9901.700 -03.0 .70.0 -0nO Tele41 27.583-31.011 .70.0.110,0 +7aO-110.0 +70.0 41D.0 .70.0.1100 +7nO.1100 +700 .99,0 +700 -91.0 .70.0 .90.0 O Gatomehe 28sn•2T.582 +To0.110A +700 .11001+700-t1a0 .70.0•1100 Gavin Sim 26517.27,582 .70.0.1100 4700 .1100 +70.0 a100 +Too.1100 +Too•I10.o +700-noo .700 410.0 .700-1100 0 MEETING RAIL Sla,dad ranega 23.517.26.516 +70o-10.0 .70.0 .110.01+70.0-tta0 +70.0-110.0 sta,dad Pdlapo 23517.20.510 +700-1100 -10.0 :L12-700-im,0+7aa-110.0 Tao.uoo .70.0-11u.0 470.0-110M +70.0-uoo IIIIy�)5,. (�� o 44 Equ4xa x1.517.23.51B +740•11a0 +70.0•11001+10.0 •1f0.0 .T0.0•1f0.0 bq Eq d01e 20 817-23 518 .70,0-110.0 +70.0 -1m0 ni00-1100 +70.0-1100 .70.D 4140 +700-1100 4700 AlOn +70.0•1700 p - II_� ,17 0 S1ndaN Prmiew 17.517.20518 +70.0-110.0+7o.a -110A +70.0•110.0 +70.0•110.0 SMndvd ProAew 17.517-20.518 +70.0.110.D -70.0 -1100 .700 MOO .70.0.110n +70.0.110.0 -70.0-1100 .10.0.1100 +70.0.11OX IIILLL��IIIp�yyylll ///J C !Brnsixe 14.517.17.Ste -70.0-110.0 -700 .110.0 .70.0.110.0 *Ton-110.0 Galan Soo 14.517-17.514 +700.1100 +/U0 410,0 •70.0-11DA .]0.D.110n +70.0-710.0 T00-11D,6 .700-110.0 •70.0-110.0 CJU� EXTERIOR Shalest 11.3T7.14510 .700.710.0 +700 .110.01-TO0 .107.0 .70.0.1030 ShW.I 11.377.14.516 -700•1100 -700.110.0 +Too-110.0 +70,0-1100 .700•110.0 w00-1100 +70.0-107.8 .700.1034 q O Tdial 31,583.35811 +70A-110.0 +70.0 .99..0 .70.0 -B30 +T0.0 40.0 TnOnl 71.583-15,011 17E.a-110.0 +70.0-110,0 w0.0-110.0 .700-110.0 .70.0-110.0 +70,0 -g9.0 +70:0 -W0 .70.0 -9Q0 Studad Uttaga 26.SIT.at6e2 -70.0.110.0 470.0 .110.0 -?Do•110.0 70.0•1ia,a stawm calage 28517.31.582 -70.0.110.0 -70.0•110.0 -70,0.110.0 +70.0.1100 470.0•11010 .70.0.110.0 qo.0.110.0+700-noo JAMB 25 Egw14ile 20,517.20,510 +70.0.110.0 +70.0 •11001,700.110.0 w00 Moo Egvd.010 20517.20.510 170.0.1100 -70.0.11D.0 +700-1100 .7ao.1100 .700 4100 +700.110.0 -700-1100 .700•110.0 4B SL7 P1eeew 17,617-20.516 +70.0•110.0 -700 .110.01-70.0 4=0 -TOO-1100 48 6lae&t Noim 17.6U.20.510[+70 .110,0 •70.0 a140 .70.0 410.0 -70.0 -110.0 +7o0 41a0 +700.110.0-Too -110.0 -70.0 .110.0 EXTERIOR SASH Galomsira 14517.17+510 +700.110. .70. -noo +Ion-lino +70n-liO.O Galan she 14.617.17.510 a10o +m.0-110.0 -700.noo +70.0.noo .70.0 am.0 .70.0-110.0 +700-110.0 +70.0.110.0 `!� HEIGHT casmm sue 12517•td.6f6 +too-ttoo wo.D -no.Dl+To.o-uoo +ro.D-noo tantom she I2st7-lisle -v0o .70.E atop aoo-uo.E nO.D-Imo To.O-no.0 To.D-noo noo-t 10.0 .700-no.n SECTION DETAIL FOR g slvtest n.ar•usle noo eta o.•70.0 -noo .ro,o-noo .7ao am.o slate:, tt.3n-12s1e moo noo-noo .too-uD.o Tao-110.0 .70.E•na0 .70.0 am.o noo-110.o .70a -noo a Taunt 33.zoe-n7s3e noo-t1o.o aoo .es.oiwo.o -w.o wa.o 4DD rdla4t 33zae-3]sae -noo .7a0 mO.D wo.o.noA waa am.D TD.a-noo w0.0 -99D ao.o .e3.0 T0.0 4Do WINDOWS WITH Q SI.W dCg0a9B 26.517-33207 •700.110.E waa ma01+70A-110.0 -70.0-110,0 sta,dvd cala9a 26517.33.207 .1100 woo 410.0 .700.1100 -70.0.110.0 •700 4100 +700.iia,D noo.1 to .700"D.0 LEVEL R3 REINFORCEMENT 25 mEgw7lde 21117.20516 +700•110.0 +700•110.0 +70 0•110a +700.1100' m Equal-Nn 23 517-26 510Too.110.0 Tao.noo .100 •1100 .70 0 410.11 .10.0•1100+700.im.0 n00 4100 .700 .11DO g aDBas CuM,nSira 20.517.23510 -700.110.0 .7ao.1m.0 w0.0-110.0 .70.0.110.0 49e2s GalamSize 2nS17.23+516 -n00 170.0•1100 470.0-noo wo.0 -1t0.0 +70.0 -noo +70.0-n0.0 -700 Moo +700-11D0 &GLASS TYPES 9 16SILL Snnda,d Ri- 17.517.20.SIB •70,0-1100 +70.0-1la01+1Da-114U -70.0-110a SWWdProimv 17517.20SIO .1100 +700.1100 470.0 410.0 170.0.110.0 +70,0 41O.0 +700.110.0 -700 410n +70.0.110.0 (REINFORCEMENTS SHOWN G,4lom sire 14st7•nslo noo.uoo noo-tt0n .70E amo +to.o mo.o C1alan she tarn-nsle .1/0.0 .70.0 amE TOA•noo ao.o-na,o .ro.o -110.0 «tO.E am.o w0.0-no.o 470.0-no.° IN FIGURES ABOVE APPLY Gatbm Sho 12.517-14,518 .70,0.noo -700 4m.0 1.70A.1 in .700.110.0 C tam She 12617.14.516 170.0.110.0 +70,0 41n0 +700-110.0 470.0.110.0 noo •110.0 •Ta0-110.0 4700-t1Do .70.0 4100 TO ALL CONFIGURATIONS) Swell 11371•12.518 aoo.110.0 noo.11001+TOO.110.0 470n•noo Sbw,st 11.377-12,516 470.0 410.0 +70.0.110E n090.110.0 •70.0 -110.0 +70.0 -110.0 +700=t1a.0 51 470A.1100 -Too.1100 w .11007.9.1 38.517-41.644 oo . 00 +700-1to.0 -To.0 -tIn0 +70.o.110.E Tell— 36.517.41.W .700•1100 70.0.1100 +70.0 410.0 •Ion .1100 .70.0 .110.0 .700-110.0 .700.110E .70E.105.7 slan09d Cagage 3Is17-30.516 .TO.O-1100 +700-110.0 •70.0 410 110.0.0 1700- Ste,dard Collage 31.517-36.516 .70.0 .110A T70.0-noo +70.0.110,0 .700.110.0 .70,0•IIUO .T0.0-110.0 +70.0.108.5 -TOO-ID30 0 Eq.ti,ta 28.517.31.516 +70.0.110.0 .Too .1 Into i+7ao •noo +70.0-110.0 Equal-htq 26.617-31.516 .7oa-uoo Ta.o-nao .70,0 .na.o woo-t m.o •70.o amo N00-tm.a wo.o-Iota w0A-1IRA sw ord Pn7Aee a.SIT-29. e .700.1113E +700-n0.01+70.0 .1100 -70.0.110,0staved R.A- s3s17-ie.5i6 .70.0.1100 .700.noo .700 ata.0 .t0.o.110.0 .70D-n0.0 +70.0.11a.0 -70.0 410.0 -70.0.lost 0 C M_she 20.517.0,518 +700.110.E .70.0 410.0 -70,0 .1100 woo-110.0 62 Clown Size 20,517-23.516 .701.110.0 .70.0.110.0 .70.0.1100 won-110,0 00.0 AMA +T00.110.0 -70,0.1100 +70.0.107.0 eaammsh6 _17.s17.20.516 .Tao .1100 +70.0 .110.0 -70.0 .noo .70E moo CUMamShq 17.517.20S wD.a-1100 410.0-1100 +TQX-1110 .713.E-110.0 1110 1100 +70.0-naA .70.0 .110.0 .70.0.lose -caammsrse--� 14.517.77.5IS .711 -1100 +7090 -110`.0 170.0:Im.o .700•1100 CW_Size 14517-17113 4700-1100 T0.0-noo .70E.uoo+T0.0 40110 +700-toga .700 4005 +700 -ImS Tao ems COMom Sie. 13017.14.516 -70 i10.0,0- +70D.1I010 •70.0.1100 -700.110.0 Custom she 13017-14 BID 470.0 -110.0 +70.0 410.0 •700.108.2 +70.0 a00.7 TOA .97.1 Too .944 -700 �944 •70.0 44.4 slates, 11.854,13810 .Too-lion .7ao -noo,+To.o•uoo .7o0.110.E shm.t 11,804-13,01e T0.0 a100 woo 410.0 +70.0.102,8 +70,0 .97.0 +70.0 •93.3 +700 40.1 •700 .00.0 TU.O 4o0 Taunt 39.517-41.644 -70.0.110.E .700 .110.01 n0.0.110.0 .70,0.110.0 T91r-1 US/T-41.644 -70.0.1100 +7ao.110.0 w0a.110.0 -711 -110.0 +10.0 110.0+701-110.D 170.0-1011 •100 •960 Gahm she 3 17-39516 Tuo-noo won-1100 +100 1'110,0 'ink'1100 Gawp size 38517-39,516 Taa-110.0 -70A-1100 TO.D 1410E 1+700 -1100 +70A-noo 4 On-t10.0 T00-101.7 no.0 -%e EgaaN4e 35.517.3B.516 +70.0-110.D .70.0 •110.0 .70.0 1.110.0'+70.0•110.0 Eq,ad.61e 35.517.36516 .700•110.0 +700•1100 .700.1100 .70.0 .1100 +700.1100.70.0.1100 .70.0'.1004 +70.0 450 75 C.I rnsuo 32.517.35,516 +700 41D.D +700 410.0 +70,0 .110.0 .70.0 •110.0 75 Gown Sim 32517.35,51E .70.0.1100 170.0 AMO .70.0.110.0 170.1 410.0 .70.0-110.0 +11.1•t10.0 170.1 .100.7 +700 4S2 Sta,.kld Ruiew 29.517.32,516 Tao.1100 +Too -110.0 +70.0 .110.0 .700 .110.0 Smntlxd PmAew 29 SIT.32.516 •70.0.1100 .70.0.110.0 +700.1100 Tao 400 .70.0.110.0 .70.0-IW0 +70.0-101.8 .70.0 7D01 C.1e.St.. 29517.29610 +iQO.7100 .70.0 .110,0 .700 iInD -70.0 •110.0 Gown St. 26517.29510 -TO0.110.E -700.1100 +To.o -1079 •700 •i D2.4 -70.0 •989 -70.0 .964 +70.0 -98.d -TOO -BO.d Shortest 2d.664-26.s16. .700 .noo +700 410.0 -70.0•1100 +70.0 .110.0 SIataM 24864-26.518 w00.1100 -70.0.110.0 +70.0 .1046 -70.0 .99,1 -10.0 .054 +700 924 -70.0 -M4 4700 .0 4 Equaada 3B.517-41.041 T0.0-Imo +70 .0 .110.0 -700.110.0 .Tea •110.0 Egay-M1le 3a 317-41W +700.1100 .700.ono n0.0.uoo Too .110,0 T0.0-1100 .70.0.1098 .700 •967 +700 .91.1 GLASS TYPES 9 THROUGH en C.W.S.. M517-X516 -700.1100 •70.0 -noo .70.0-no.D +70.0 210.E ea Canon Sir. 35.517.3B.518 +70.0.110.0 +70.0•110.0 .70.0•101A .70.0 -1024 .70.0 •ge.9 70.0 .004 �+70.0 •96.4 no,o .91.8 '16MAYNOTSE USED WITH sm,md Ramw' 33.BO4.355m .700.1100 -700-1100 Tu.a-1100 .700 .1113,E snedad Pre.io 33884.35.510 To, wO.D-1 .waa ao28 .700 4T.o .7a.o .93.3 •70A .90.1 To.o -eo.o Too 40.E J-CHANNEL OR INTEGRAL PRODUCT REVISED OI.7B T.J.t •41646 +70.0-110.0 N0.0-1 too +7ao -110.0 •7D.0--it0.o 81.78 Tal�sst 4f044 +70.0-tlOA +7aa-Ilea +70.0.102.6 +7a0 .97.0 •700 -W3 -70.0 .90.1 .70.0 -MG +700 .900 �FIN FRAMES 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 91.78"OR LESS) �1 '1 // RaWdon: Ex iration Date: 7/30/2025 C..L... %, C SASH HEIGHT CORRECTION. �� ��0°..,.......1ii B 1JOEras� Y, T.. ' AK-03/10/20 Miam Dadem Dade Produ.f Zo�trol :. . 140.,87()5 -_ NOTES: - _ DwcnpWn: D/t7nn By.. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. =;'� ,�� 1070TIECHNoLoGYDRM DESIGN PRESSURE TABLES J ROSOWSKI %0. AV r��� N.VENICE,FL 34275 718e: Hole: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �/ OnI,/tiL�1v��`` ON THE TABLE. A L t��MI`L� P E Sarlea/MH- Scale: Seat OM'D'No. Rer. 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o©Do©©0©00®o0©©DO©,DO©DODO©F]OooO©000©©00000 o©000000Qg00000Eii000000 000io©o;vEa000000000©,o©o 000000000000no©000,000 0000UM 0000©o,o©000© �00000000000000000©,000 00000000000000©000000 0000000a0000000000000 �v0000000000000000©000 00000©0000nun oa©©0000 0000®o©Q000000000000 �OMMIUMMO00000n lDOo©Opo ooOODoo©©DO©OQQ00©ODD o00000000,Do©0©©0©©Do© . n000000o0000000o0©000 00000©oa0000000000000 000000000000000000000 'a 3.500" 3.500" - 3.500" 3.500" --��- .062" •- - .062" �f+- .062" --rl�-r- .062" �IF � T .060" 1.184" �- a � 1.483" II 1.483" a D 1.4B3' 1.483' .070" __��^- 1 �FLANGE � �O�� 715 810 ~ .olo., Ij - .150"625" J-CHANNEL FRAME '62� ( FRAME FIN FRAME EQUAL LEG FRAME �7 1185 "}' 1.375' O HEAD/JAMB T} v HEADIJAMB 1.375 O HEADMAMB O HEADMAMB LIGHT SASH HD SASH I 23 REINFORCEMENT 25 REINFORCEMENT 3.483" - 3.483" -�•{ 3.483" �.070' -►� T-74 1.182" 1- .070" -4 - .062" -�E+- .062" Dom" .o62" ��- .062' 791" 1. . 1.041" JInII L 1 ,130" Q V O I�-,nII 2.444" D 2.444 � 1.331" 2.444" a�� 2.444" STANDARD HD MEETING RAIL ��- -+1 REIN CEM IILr�/�III-� O�D 26 MEETING RAIL 27 REINFORCEMENT L.�� REINFORCEMENT .625" O JEQUALLEG FRAME SILL 6 T 6NNEL FLANGE 1.375" O SILL FIN FRAME O FRAME SILL l 1.375" O FRAME SILL 1.872" � �+- 1.641" T -►I 1.215" 2.100" 1 n .472" ..{II I+ 1.5W' +{II 1 1.830" I .974" .59 1.376" - - 2.176" 347" -�I 1.231" I-► -�{ 1.000" F+- .035" .060" �.070,� _ .050° .050" J FIXED BALAN SASH STOP I LIFT RAIL LIFT RAIL BEVELED 14 SASH RAIL 17 COVER 18 SCREW COVER19 INTERLOCK 20 INTERLOCK COVER21 INTERLOCK 22 LO K BEVELED MEETING RAIL SNERLOCK COVER PRODUCT REVISED as complying with the Florida Building Code 11 I I I I I I I NGA-No. 20.0401.03 ' 0`,,11 LYQV f� Rmi fm: Ex iration Date: 7/30/2025 864 .316" +{ �+�- ,300" --� l� , r.���••''4icrv�� i�'': C)NO CHANGES THIS SHEET. By: .175" I '1 , ,� �1 '•.T AK-03/10I20 Mlam Dade Product-so trol o II.754" I I.750" ",'• NO.50705 D-pHon: Drawn By.• ��,'J �; 1070 TECHNOLOGY DRIE WINDOW EXTRUSIONS J ROSOWSKI LAMI IG EXTRUDED ROLLED TpZ i� :,�(/ 72 BEADING 80 SCREEN FRAME 81 SCREEN FRAME :0�,••.• TE uF ,.�V„ N.VENICE,FL 34275 71Ue. Dob. .....E�,.•G�`�� (B41}4aai600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Sa,bs/ModLL Scab: Sheet Drawlny No. Rev: A LYNN MILLER,P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 C P.E.p58705 REGISTRATION W2B288 SILICONE —HOT-MELT BUTYL TABLE 12: TABLE 12.CONT.: STRUCTURAL Bill of Material Bill of Material,cons SILICONE STRUCTURAL 114"NOM. FOAM 3116"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE WITH 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism C Steel WITH DESICCANT DESICCANT 16 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Znc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76XI16OPTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 6 620106 SH/DH Frame Sib-Flange PVC 50 ?76X34PPA #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 1 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 1 420182 UR Pull Rall Tilt Latch Comer Key PVC 7s KODISPACE 77 SUPER 14 820131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS 4SG TPS O SPACER®NXT7m 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Till Latch PVC -- 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash StopfScrew Cover PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT pOLYISO- DESICCANT FILL AREA 2D 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Znc BUTYLENE 21 620157 Beveled Interlock 6005 T5 Al 5g 420180 Pivot Bar Comer Key PVC 5116"NOM. SEAL FINT.GLASS 5/16'NOM. 22 620146 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& LICONE SEAL DESICCANT ROLL-FORMED 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Znc 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast ZncFOAM STAINLESS STEE26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 65 7834FPT #8 x 3!4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS-- 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Znc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 ?7858B #8 x 5/8"Ph.FH.SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 or Dow 983 Silicone INT.GLASS 33 1 61825 lWeatherstrip Plug,.220"Finseal 75 1 71646N ISetting Block(7/8"x 1"x 1/8"),85+/-5 dum. EPDM DURASEAL® XL EDGE" 7BX1MM #8 x 1"Ph.PH SDS(Interlock Mounting Screw_) 60 61012 Extruded Screen Frame Alum a — 7s 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS _ 61 61011 Roll-Formed Screen Frame Alum _SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X00)0( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 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 61635/61614 .140"Screen Spline(Machine/HandRolled) Vinyl 44 78X114FPAX#B x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material PRODUCT REVISED as complying with the Florida Building Code 76 Kommerling 4SG TIPS Spacer System NOA-No. 20-0401.03 77 Quanex Super Spacer nXr with Hot Melt Butyl See this �- Sheet for tly'LYN ,; RoNa7on: Ex iration Date:: 7/3J 78 Quanex Duraseal spacer '�' •• '•�':. C)ADDED BACKBEDDING. G fy � Materials �`•'�1cEta,.'::{ Bv: 79 Cardinal)L Edge Spacer ` r ' = AK-03/10/20 lamILDade Product so trot REFERENCE TESTREPORTS:FTL-8717,8968&8970 _ NO.58705 13-1ptb. Drown W. 3 10 Q` 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI Un•'•. A'r•.op C Date: NOTES: �C`un5'•��,ORIDi;•..•lu\`�� (9•I7}480.1800 mrle: �`-:,�vi•dAt SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A.LVNN,1 1 I I PtE. serlav/Hodet: style: sheet• o,n.be No. Rar. 2)ITEMS#9.13.15,24.28,29,34,39,fit,62.68.71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. NN 58705 REGISTRAMON#28296 S H-5500 NTS 12 OF 13 M D-SH5500-01 C+ OPT.SWEEP LOCK 48 OPT..AUTO LOCK i 18 47 20 57 OR 56 O 48 i O 51 OR 52 f 85 0 1 I 1 45 — 1 I 55 I. O � OPT.PULL RAIL I I�• �� ' 22 82 ORO 19 INTERLOCK& COVER II o f I I i O 87 O l i 35 OPT. 1 BEVELED MITERED FRAME WITH 21 INTERLOCK •i`•., INTERIOR AND EXTERIOR 16 •o &COVER FRAME WELDS 18 O 54 ) X4 53 \ 80 ORSS0 ------------- B TO BANG@ _..,• -'•-� SCREEN -- 49 OPT.PULL HANDLE ASSEMBLY 60 • WITH LATCH 64 DETAILS 41 _ 40 CONSTANT FORCE l i ;• 65 16 62 OR g3 ;ti OR BALANCE OPT.PULL 40 R 43 42 43 SPIRAL BALANCE HANDLE p 63 67 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR �{a7� ASSEMBLY FRAME WELDS ss DETAILS /' j d •..Q.`� EXTERIOR 53 as comin PRODUCT REVISED ~ 5 - CHES 7p 8AL4NCE 53 au Id ng Codewith the Florida NOA-No. 20-0401.03 FRAME ..__..__------•--•----------..____..._..---" \ 77 ReWslan:Lr Ex iration Date: 7/3T O/2025 ASSEMBLY ®' �•`a���`�c /S (, C)NO CHANGES THIS SHEET. By: DETAILS \r`:• �F�' AK-03/10/20 Miam:Dade Product-se trot No.58705 " EXTERIOR � 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: '� '• }�� LV N.VENICE,FL 34276 O. S AT OF n8e: Data: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �:^{�s '•FZ CRIDI',.• � (041W0"1600 SINGLE HUNG WINDOW INSTALLATION-LM O5/15/15 2)J-CHANNEL FRAME SHOWN,PARTS H 1&5.OTHER FRAME TYPES APPLY. i�S//J �� `�� 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. /�/ NAL \\� Sedm/A(adel: Scale: Sheet: DmWw g No. R�r. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.L/JNru MILL�A,P.E. S H-550O NTS 13 OF 13 M D-SH 5500-01 C P.E.p 58705 REGISTRATION/t2929g