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Home My WebLink AboutNOA # 20-0401.03File rn" Af-aO 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 PER - 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 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 05/15/15, 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 I 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 MIAMPDADE COUNTY Expiration Date: July 30, 2025 Approval Date: July 23, 2020 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0519.05) 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 f 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 5" 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 5` Edition (2014) and FBC 61h 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 cinder 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 (Submitted under NOA No. 15-0519.05)� Manuel Perez, P.E. Product Control Exa n NOA No. 20-0 01.03 Expiration Date: July 30, 5 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 05115115, 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 Dowsi1983 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 51h 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 NO A 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® XtraT" (SGXT") 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 61h 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 Ex n�103 f N& No. 20- 01. Expiration Date: July 30, Approval Date: July 23, 2020 E-4 ANCHORAGE EXAMPLE FOR 28.1/8" MAX. O.C. RADIUS -TOP _ 54" MAX. BUCK WIDTH HEADER (SIM. 12" MAX. FROM �I 3. 12' MAX. FOR ALL e77/7!!!w1 FRASEAM SHEET3 � - MAX. O.C. WINDOW TYPES) A. SEE r 12" MAX. B. SEE SHEET 3 30" MAX. O.C. ►�-��-__12" MAX. SHEET3 _ I I FIXED VISIBLE ' -T IA, SELIGHT WIDTH E II B. SEE SHEET3_ 12 MAX i I FIXED SHEET3 -� EQUALLY I / VISIBLE A SEE EQUALLY I I SPACED I SHEET3 17-7/8" MAX. O.C. LIGHT 17.7/8' MAX. O.C. II ANCHORS PER HEIGHT SPACED ANCHORS PER -- '-1- TABLES 9-11 I I _ ._L_. EQUALLY 91.78" SPACED TABLES 9-11 Q 84" I / I O / ^� - MAX. ANCHORS PER �I I` I _ BUCK TABLES 9.11 -�- MAX- ---- HEIGHT X i -^--- 10" MAX. O.C. 13 CK X 10" MAX. O.C. Q _1 Q ` EQUALLY 13-3/4" MAX. O.C. EQUALLY SASH j 13-3/4" MAX. O.C. EQUALLY SPACED I_� SPACED 1 VISIBLE I__�_ SPACED ANCHORS PER ANCHORS PER LIGHT^ ANCHORS PER TABLES 9-11 TABLES 9-11` HEIGHT j TABLES 9-11 A� I -•. 6-12 MAX. •. 6-12 MAX 1 NO ANCHORS AT SILL (� _ _ jN0 ANCHORS AT SILL B �' "J I '� + SEE SILL WEEP- 8 f _ SASH VISIBLE `\� SEE SILL WEEP- B 64" MAX. BUCK WIDTH -: �NUfCH UE"I"AILS, LIGHT WIDTH `NOTCH VETAILS, SHEET3 SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION 21-518" ANCHORAGE EXAMPLE MAX. O.C. FOR ARCH -TOP HEADER(SIM. FOR ALL 1 / WINDOW TYPES) y i 10" MAX. FROM FRAME SEAM D. SEE SHEET4 30" MAX. O.C. -��►I- 2" MAX. C, SEE SHEET4� I 17-7/8" MAX. O.C. it Q / 62„ - MAX = 1 BUCK 10" MAX O.C. HEIGHT 1 I I II 13-3/4" MAX. O.C. j L_._._ -._._._..._.._ I _ t I T SEE t SHEETS JJ / 1A 8&9 6-12" MAX 1 SEE SILL WEEP- 54" MAX. BUCK WIDTH NOTCH DETAILS, SHEET3 52-118" MAX. BUCK WIDTH SEE SHEETS 1-1l4" "I 8&9 I I I I I / 84" BUCK HEIGHT AS SHOWN X 1 Q (91.78" MAX.) I - 171� ---- j I I I 1, 1-1/4" -►{' SEE SILL WEEP - NOTCH DETAILS, SHEET 4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75" HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW_ 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 (CAP) 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE CAP MUST TEMPERED. ELEVATIONS.........................................................1 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOU I HERN PINE, FRAME, GLASS & ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. INSTALLATION, FLANGE & EQUAL LEGIBOX.....3 4) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN & J-CHANNEL... 4 DEPICTED AS 2X 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) ORARCHITECT 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 ......................................... 6-10 SHOULD BE SEALED. OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLA I ION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES ........................................ 11 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY & PARTS LIST.'"" ...................... 12-13 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300. CODES 1 STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. . 2020 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 E130D_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 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE • ALUMINUM DESIGN MANUAL, ADM-2015 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. . AISI S100-16 10) REFERENCES: TEST REPORTS FTL-7964 & 7965; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA;ELCO/DEWALT CRETEFLEX NOA; ELCO/DEWALTAGGRE-GATOR NOA; ENERGI WINDOW AND . AISC 360-16 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 REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. C) TO FBC 2020, 11) APPLICABLE EGRESS 1��OgyY.I.YN��,,, UPDATED USER INSTRUCTIONS; REVISED ANCHOR TYPE TABLE. 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. '•'fn ; � �' = AK - 03/10/20 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. x ;• ND. 587U5 •n 3) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - : :r -_ =•4 %/ •5 - "'!l1111 Dexrlptlon: GENERAL NOTES &ELEVATION 1070 TECHNOLOGY DRIVE OPENING OBTAINED IN STEP 1. 4)YO R 0 ENING'S CONDI IONQUANTITY FROM TABLL S 2 OR 3 AND THAT ALL MIN REQU REMENTTS ROMWILL TH S S EET &ET ARE METIREMENTS FOR ��Q'• S f TE OF ,•'.(L� N. � lo-'�FIL 34275 r8e: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Ex iratlon Date• 7I30I2025 By: Jaya -' Mlam -Dade Produe/t-Go trot J J ROSOWSKI 5) INSTALL AS PERSHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION. %fS '•F�U121Of:••'• G\?� ( SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, /'/7510/�1AL EN,�\` Seriee/Modef: S-le: Sh7". OrowMg Ra Rw: INTEGRAL FIN OR EQUAL LEG/BOX). A. L1/NN MILEW P.E SH-5500 NTS 1 OF 13 M D-S H5500-01 C P.E.ff 55705 REGISTRATION ti29296 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 _ LARGE & SMALL MISSILE IMPACT RESISTANT Glass Type Description (Listed from Exterior to Interior) Design Pressure Table # Sheet# 5 7/8" Laminated I.G.: 1/8" A Extetior Cap + 7116" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB. Intedayer 4, 5 6 6 7/8" Laminated I.G.: 1/8" T Extedor Cap + 7116" Air Space + 5/16" Laminated; (2) Liles of 1/8" A Glass with .090" PVB Intedayer 4, 6 6 7 718" Laminated I.G.: 3118" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Liles of 118" A Glass with .09D" PVB Intedayer 4, 6 6 8 718" Laminated I.G.: 3/16" T Exterior Cap + 318" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090' PVB Intedayer 4, 6 6 9 718" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Liles of 1/8" H Glass with .090" SG Intedayer 7 7 10 718" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Lites of 118" H Glass with .090' SG Intedayer 7 7 11 718" Laminated I.G.: 3/16' A Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 7 12 7/8" Laminated I.G.: 3116" T Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Liles of 1/8" H Glass with .09D" SG Intedayer 7 7 13 718" Laminated I.G.: 1/8" A Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Liles of 3/16" A Glass with .090" SG Intedayor 8 7 14 7/8" Laminated I.G.: 118" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Liles of lift" A Glass with .090" SG Inledayer 8 7 15 718" Laminated I.G.: 3116" A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer 7 7 16 7/8" Laminated I.G.: 3/16" T Exterior Cap + 114" Air Space + 7/16" Laminated; (2) Liles of 3116" A Glass with .090" SG Intedayer 7 7 TART F 9- At I r1WAR1 F ANr:Hr1RS THRntfr.H THE FRAMF Group Anchor Substrate Min. Edge Distance Min. Embedment' A #10 SMS (steel, 1" S.5. or 410 S.S.) P.T. out ern Pine ( G=0.55) 711 1-318" Steel, A36' 318" 0.050" Steel Stud, A653 Gr. 33" 3/8" 0.0451" (18 Ga.) Aluminum, 6063-TS' 318" 0.050" 3116" steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) 7/16" 1-318" Concrete (min. 3 ksi) 1" 1-318" 3116" steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 3116" steel Ultracon+ Ungrouted CMU, (ASTM C-90) T. 1-1/4" B #12 SMS (steel, 1M S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36' 318" 0.050" Steel Stud, A653 Gr. 33' 318" 0.0451" 08 Ga.) Aluminum, 6063-T5" 316" 0.063" 114" steel Ultracon or Ultracon+ P.T Southern Pine (SG=0.55) 1" 1-318, 1/4" steel Creleflex P.T. Southern Pine (SG=0.55) 1" 1-319' 114" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-318" 1/4" steel Ultracon Concrete (min. 2.85 ksi) V. 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" C 1/4" steel Ultracon+ Concrete (min. 3 ksi) 1-3/19' 1.314" Ungrouted CMU, (ASTM C•90) 1" 1-1/4" 1/4" steel Creleflex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" im" steel Ultracon+ Concrete (min. 3 ksi) Z-1/2" 1-314" 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggree-Gator Concrete min. 3.275 ksi 1-1/2" 1-3/6, Grouted CMU, (ASTM C-90) 2" 2" TART F �- Al I l WARI F ANr:HnRR THRrn Ir:H THE INTFMRAI FIN Group Anchor Substrate Min. Edge Distance Min. Embedment' E 2-117 x .131" Comnion Nail P.T Southern Pine (SG=.55) 318" 2-7116" 2-1/2" Ring shank Roofing Nail PT Southern Pine (SG=.55) 318" 2-7116" F 410 Tiusshead SMS (steel, 18-8 5.5 a 410 S.S.) P T. Southern Pine (SG= 55) 1/2" 1.318" Aluminum, 6063.151 310" 0.050" Steel Stud, Gr. 33' 318" 0.0451' (10 Ga,) Steel, A36' 718" 0.050" (steel, #, 1M Ex 410 S..S..)) P T. Southern Pine (SG=.55) 9/16" 13/6" Aluminum, 6063-T5" 316" 0.063" Steel Stud, Gr. 33' 318" O.OSU" Steel, A76' 3f8" 0.050" ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. . MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. Frame Glass Frame Frame Types Optlons Co. Shapes Installation Options that may be used ., (see Fig B) (see Table 1) (see FIg A) (see Fig C) ....into 2X Woad Frame/Buckstdp -sheet 3, option 1 Flange Equal-Lite, Square/Rect ., -rnrough the frame ....into Concrete/CMU -sheet 3, option 2 (#2) 5-16 OriCottage & Cottage Arch -Top 8 Radius -Top of the window...... ....through 1X Buckstdp into Concrete/CMU -sheet 3, option 3 ....into Metal - sheet 3, option 4 ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 Box / Equal-Lite, Square/Rect., Through the frame ....into ConcretelCMU - sheet 3, option 2 Equal-Leg(#4) (#4) 5-16 O& Cottage &Cottage Arch -Top 8 Radius Top of the window,..... ,...through 1X Buckstdp into Concrete/CMU - sheet 3, option 3 ...into Metal - sheet 3, option 4 Through the ....into 2X Wood Frame/Buckslrip - sheet 4, option 5 J-Channel Equal•Lile, Square/Rect., integral fin...... ....into Metal - sheet 4, option 7 (#1) 5-8 OdellProview & Cottage Arch Top & Radius -Top Through the frame ....into 2X Wood Frame/Buckstrip - sheet 4, option 6 .,,•Into Metal - sheet 4, option 8 of the window...... Through the ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 Integral Fin Equal -Life, Square/Rect., Integral fin...... ,,.,into Metal -sheet 4, option 7 (93) 5-8 OriellProdew & Cottage Arch -Top & Radius -Top Through the frame .... into 2X Wood Frame/Buckstdp - sheet 4, option 6 into Metal - sheet 4, option 8 of the window .......... // EQUAL-LITE ORIEL COTTAGE ---jBUCK WIDTH[+— -- -SUCK WIDTH— --�BUCK WIDTHF_-- = c7 Lu Y. Y = uj Y Z m RECTANGULAR m RADIUS -TOP W m J=Mu ARCH -TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10, FIG[ IRF R- FRAMF TYPES O O J-CHANNEL INTEGRAL FIN 0 0 FLANGE BOX OR EQUAL -LEG "A" = ANNEALED "H" = HEAT 51 RENGTHENED 'T' = TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. " "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. Matelial Mln. Fy in. F„ Steel Screw 92 ksi 120 ksi 18-a Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco/DeWall Aggre-GatorO 57 ksi 96 ksi Elco UltraCorvV 155 ksi 177 ksi 3116" DeWalt UllraCon*® 117 ksi 184 ksi 114" DeWalt UllraCon+0 410 SS Elco/Dewalt CreteFlexO 148 ksi 127.4 ksi 164 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksl 45 kst C) REVISED ANCHOR TYPE TABLE. J�n® AK - 03/10/20 Description: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Ex Iration Mae- 0/2025 By: JGG� Nliam -0ade Produc"o rtrol 1070TECHNOLOGYORIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI N. VENICE, FL 34275 (941H80.1800 Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Serfw/Modah Scale: Sheet Drawing No. Rev: SH-5500 NTS 2 OF 13 MD-SH5500-01 C INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES _ — INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION OPTION DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP INTO CONCRETE/CMU. —ri-- EDGE DISTANCE SEE NOTE 2, THIS SHEET. _ ANCHORED THROUGH — EMBEDMENT FRAME INTO 2X WOOD - —� EMBEDMENT - FRAME OR SUCKSTRIP. T 1/4" MAX SHIM SEE NOTE 2, THIS SHEET. '� _ EMBEDMENT } �— SASH VISIBLE 16 1'� MAX SHIM —►I �-f- y FLANGE FRAME n _ - DISEDGETANCE e n�� 18 LIGHT WIDTH EDGE SHOWN DISTANCE l I 2 U Li L114° MAX TYPEMBEDMEN , . ANCHOR TYPE SHIM R TYP. ANCHOR TYPE, EDGE . • • I I� EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTTE ° 0 I�JI SEE TABLE 2, SHEET 2. SEE TABLE 2, HET 2. FIXED VISIBLE 19 20 1 OPT. SASH TOP FLANGE LIFT RAIL FRAME I LIGHT HEIGHT J t�� i FOR ALL WINDOWS: NOTES: SHOWN 1 +-- 1 ANCHOR @ 3.55" i 49 i 48 FROM END AND AT 1) USE ONLY 21 CENTER. SUBSTRATE -APPROPRIATE O O i 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND 72 OVER 36" WIDE: D ADO ADDITIONAL EDGE DISTANCE LIMITS. ANY SCREWS @16-3/6" INSTALLATION OPTION SHOWN MAY 45 46 47 35 M END. FROM BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: ` 16 50 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE O HEIGHT SCREWS @ 8.318" USED INTO WOOD AS PER TABLE 2, 85 �— FROM END. SHEET 2. ALL WOOD BUCKS LESS 30 THAN 1-112" THICK ARE TO BE SASH CONSIDERED 1X INSTALLATIONS. 1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO - HEIGHT SUBSTRATE. WOOD BUCKS B6 16 DEPICTED AS 2X ARE 1-12" THICK OPT USE EITHER OR GREATER. 1X AND 2X BUCKS LATCH OR (WHEN USED) SHALL BE DO 65 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS INTERIOR 31 TESTED UNIT THE STRUCTURE, WOOD BUCK WEEP NOTCHES AT gp LOCATION:6.518" DESIGN, AND INSTALLATION IS THE FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. OR ARCHITECT OF RECORD. BALANCE 'YPE VARIES WITH SASH WEIGHT FIXED VISIBLE EXTERIOR 87 4 I Uj LIGHT WIDTH �in7 L� I EQUAL BUCK WIDTH ILEGIBOX FRAME HORIZONTAL SECTION A -A SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/S FEEL FRAMING OR STEEL STUD, MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLE 2_ SHFET 2. 1/4"MAX. SHIM / *10 OR #12 STEEL SELF•DRILLING — SHIM SMS (G5), SEE TABLE 2, Q� I (1 SHEET 2, r-l�i FLANGE ri LJL--JLJ EQUAL ME 7, N Yll II // STj HOWN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE - DISTANCE PER EDGE SUBSTRATE, • DISTANCE SEE TABLE 2, SHEET 2. EXTERIOR 66 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION PRODUCT REVISED 67 V (ALSO REFERRED TO AS DAYLIGHT OPTION 4 1/ OPTION_4 EQUAL-LEG/BOX 1/4" MAX SHIM OPENING) IS MEASURED FROM BEADING TO BEADING. ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL as complying with the Florida Building Code NOA-No. 20-0401.03 FRAME SHOWN �� 11 i I I I ; ; / / 27'x1.25" - LYMP/i <��C 1cerljs �� Revision: C) NO CHANGES THIS SHEET. Ex Iratio 1 Date• 7/30/2025 By Gnu WEEPHOLE _" NO ANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS �\ c'• '•-�' •=_ AK - 03/10/20 Miam Dade Product-6o trol 2.COVER M 38 2.87" FROM O FLANGE OR - _ NO 5b.05 EACH END. EQUAL -LEG WIDTH - - • - FRAME SILLS @SASH: BUCK WIDTH a - Descrip7an: Drum W. 7 L 1070 TECHNOLOGY DRIVE @FIXED LITE: BUCK WIDTH-4-3IB" �Q TAP FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI Q� •.• S L F. -. N. VENICE, FL 34275 VERTICAL SECTION B-B HEIGHT (EQUAL-LITE) f:P. •. •' -� 941 1600 BUCK HEIGHT2-3-15116" !.,i$J�!' •• ,.� ( �"80 Tice: SINGLE HUNG WINDOW INSTALLATION Dote: - LM 05/15/15 Series/Model: Scale: SfteeL• Oraw/np No. Rev' A LYNN MILLER, P.E. SH-5500 NTS 3OF 13 MD-SH5500-01 C P.E.# SB705 REGISTRATION #29296 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 i-- EMBEDMENT -�- EMBEDMENT ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR — BUCK -STRIP. SEE NOTE 2, THIS -.__ EDGE DISTANCE SHEET. J-CHANNEL _ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE _ FRAME SHOWN - DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. _ (SCREW SHOWN) -1/4"MAXSHIM i as TYP. ANCHOR TYPE, � EMBEDMENT AND EDGE (� DISTANCE PER SUBSTRATE. I�JI SEE TABLE 3, SHEET 2. 18 (NAIL SHOWN) FIXED 19 20 OPT. SASH TOP VISIBLE LIFT RAIL LIGHT GHT HEII iii i 48 1 I 49 21 0 22 72 0 14 11 0 45 46 47 35 BUCK ---�� HEIGHT 50 - 0 166 85 30 SASH EXTERIOR VISIBLE LIGHT HEIGHT 16 OPT. 86 (2)1„I 81 31 30 65 63 INTERIOR WEEP NOTCHESAT 80 EACH END. i NO ANCHORS REQUIRED IN FRAME 7 7 D SILLS IF ANCHORING THROUGH FRAME INTEGRAL FIN _ MAX SHI FRSHOWN SHIM AME 27" X 1.25" WEEPHOLE -- I 38 W/COVER @ 2.87"--- ' FROM EACH END. TYP. ANCHOR TYPE, G EMBEDMENT AND EDGE EDGE DISTAN DISTANCE PER SUBSTRATE. — — SEE TABLE 3, SHEET 2. --+-I EMBEDMENTI_ (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. 1 ANCHOR @ 3.55" FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @16-3/6" FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8" FROM END. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 6-5/8" FROM SASH END. EDGE DISTANCE L_ J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6.1 /2" @ FIXED LITE: BUCK WIDTH - 4-318" HEIGHT (EQUAL-LITE) BUCK HEIGHT12 - 3.15116" INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM BALANCE 'YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH EXTERIOR FIXED VISIBLE _ LIGHT WIDTH 114" MAX SHIM I-- EDGE DISTANCE EMBEDMENT I — I lit TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) ------- BUCK WIDTH - ----'I HORIZONTAL SECTION C-C 114" MAX FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES ZF-IF- DADE-APPROVED MULLION #10 OR #12 STEEL 1/4" MAX. / SELF -DRILLING SHIM SMS (G5), SEEQ TABLES 2 & 3,I-I SHEET 2. ---I J � a - FIN AND/OR FLANGE REMOVED nI I IN -FIELD INTEGRAL FIN l� FRAME SHOWN r�- INSTALLATION EXTERIOR INSTALLATION OPTION 7 V OPTION 8 ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL I / I INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) QD P10..587D5 - r ,O 13 41� - 107OTFCHNOLOGY DRIVE ��•. SiAIEF ��`� N. VENICE, FL 34275 ;. �'•.; LJR!Gt• .-•' �C'� (941)480.1800 •rl(I1 111t1 A. LYNN MILER, P.E. P.E.N 55705 REGISTRATION#29298 C) REVISED DADE MULLION NOTE. AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date:07130/2025 0y: wGGtL6M-1 L_f Mlam :Dade Produc"o trol J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI Till.: note: TINGLE HUNG WINDOW INSTALLATION- LM 05/15/15 SH-5500 I NTS 1 4 OF 13 1 MD-SH5500-01 I C 5116" A/A PVB --- 7/16" AIR SPACE-- 1/8" A_ GLASS — EXTERIOR 5116" H/H SG — 7/16" AIR SPACE — 1/8" T_ GLASS - CD EXTERIOR 7/8 .NOW GLASS TYPE 5 7/8" NOM. r- GLASS TYPE 10 TYP. GLAZING DETAIL —1 7/8".NOM. I+- 5116" A/A PVB — 7/16" AIR SPACE — 1/8"LT_, GLASS - V�EXTERIOR GLASS TYPE 6 —�{ 7/8" NOM. I+- 1 5/16" H/H SG — 3/8" AIR SPACE- 3/16" A_ GLASS - <D EXTERIOR GLASS TYPE 11 !" NOM.GLASS GLASS TYPES THROUGH fE TYP. ' 16 MAY NOT BE USED WITH JZHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 3I) GLAZING NOTES: "A" = ANNEALED "H" = HEAT STRENGTHENED "I =TEMPERED "PVB" =.090" TROSIFOLF PV8 BY KURARAY AMERICA, INC. "SG" _ .090" SENTRYGLASa BY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 5/16" A/A 3/8" AIR 3/16" A aE —1 718' NOM. I+ — GLASS TYPE 7 —1 7/8" NOM. 5/16" H/H SG — 3/8" AIR SPACE- 3116" _T GLASS- G] EXTERIOR GLASS TYPE 12 -�I 7/8" NOM. If- 7/16" A/A SG — 1/4" AIR SPACE 3/16" A GLASS EXTERIOR 7/8" NOM. j+- 5/16" A/A PVB -- 3/8" AIR SPACE- 3116" T GLASS- � EXTERIOR GLASS TYPE 8 7/8"^NOM. i-- 7/16" A/A SG 6/16" AIR SPACE-- 1/8" A_ GLASS — aEXTERIOR GLASS TYPE 13 7/8" NOM. �- 7/16" A/A SG — 1 /4" AIR SPACE - 3116" T GLASS- EXTERIOR 718" NOM. I'- 5/16" H/H SG --- 7/16" AIR SPACE — 1/8" A GLASS— EXTERIOR GLASS TYPE 9 --+I 7/8" NOM. If 7116" A/A SG -- 5/16" AIR SPACE- 1/8" T_ GLASS- (� EXTERIOR GLASS TYPE 14 I V V 11 I 1 V N I I I PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 as complying with the Florida Building Code NOA-No. 20-0401I.03 ! ern,/V,,;'% Revision: Ex Iratlon Date• 7/30/2025 eta'( .v C) NO CHANGES THIS SHEET. BY: ✓LI J 1 ,�c1 ' AK - 03/10/20 Mlam YDade Produc"o rtrol - No. 58705 -4 - - ,- Description: 0mxn - ' •• _ I ? • OLOGYDRNE GLAZING DETAILS J ROSOWSKI fJ /.;� ; : N. VENICE, FL 34275 rue: wte: ` ,inch.• (941)480-1s00 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ! _.,.. I,!"'//il.-"',�� Senan/Nadal• Scde: Sheet• Omring N. Rer. ! A.!LVNN MII-It P.E. �_,....,.,.,.�................ SH-5500 NTS 5 OF 13 MD-SH5500-01 C Glass Types 5, s,7&a Design Pressure,lbse +/- 50.0 Rulnl. Laval R1 Far ell—d—&a 0s1los occ InoLc a, oncc l o ran ANCHOR GROUP AND QUANTITY. H HT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5 6 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) WIN MEN SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. "MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91.78-,qq ).F$$) TABLE 6: e -t'nes 6,7&a Design Pressure, ibstt? +65.0 /-70.0 RaI"1 Laval RY Fo�all snndmv and sosn saes occ Inol.c w, onccl D�VR ANCHOR GROUP AND QUANTITY. SECTION DETAIL FOR WINDOWS WITH LEVEL R2_REINFORCEMENT & GLASS TYPES 5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) H -IT PRODUCT REVISED as complying with the Florida Building Code .-No. 20-0401.03 Ex iration Oate• 7/3O/2025 ..... L......YNIV ��;''�,, C) SASH HEIGHT CORRECTION. AK - 03/10/20 Miam Dade Product do rtrol � _ t. ,• No..53705 7i NOTES: WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. - -' ,•,. 773 0 �; �EO� Descripgon: DESIGN PRESSURE TABLES Drown By. J ROSOWSKI N 7VENICCE 1) USE THESE TABLES FOR ALL �} FLLL342275DRIVE 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. �� •' ��: oR.....'G�\ (941}4 1600 RDo: SINGLE HUNG WINDOW INSTALLATION -LM Date: 05/15/15 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ''rr� /L11�J%l 1, v1� %Sedes/Madal. Srnla: ShNL. Orewing No. Rev: ON THE TABLE. A. LVtJt✓ MI+. d, P.E. SH-5500 NTS 6 OF 13 MD-SH5500-01 C P.E.II56705 REGISTRAnoNN29zes EG=�9==M1zMMMM1I1MM IBM M®MMM M.UMMUMM � IMEMIMMUMMUMMEMMEM MUMMU_CMU_M_EM MIUMMMEM MUMMUMMUMMIS �UMM�MUMMMISM IMINMEEM loin 10 ®®" ®" M®" ®®MIUM � MUMMU®RXIMEUM MMIZIMMMEMMUMM ��MMEMIFMUMEMI M. Jtt IAULt ll•.JrICCI 1 Urvm MWV nVRVRVUrMNUUUMNIIIT .. MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 (APPLIES TO ANY HEIGHT 91.78" OR LESS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. NM=MEMMES3,UMMMUMMMMEMUMMOMMUMCMEMEMEMEMEM 10===MzM®®M2M IMMM®MIUM®® ®MISM RZIMEMMIUMMEMMEMMUMMIUMMIUM Mw 1111110331= MEXIMMMM®MEMMEM ��E3== CMEMEMEMCMRMEMEMEMEMEMEMEMEMEMIM NEMMML=Waau®mmgmIm®®cmmmEMKM®®®®EMEM ffiff M5M MM Mo��MM&MMM � ®" m"' '®' MEW ��MIt�''�HE C MaXIMMIXIMIMMEMMI M MMMI JCC I ACLC l l, Or= I I V rum MN V MUK UKUU V AnU UVAN I I I T. •• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 (APPLIES TO ANY HEIGHT 91.78"OR LESS) _ �� IV 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. fVo.5B705 .� •" l7 �lJ '• 1070TECHNOLOGYDRIVE i n!E OF N. VENICE. FL 34275 •' ..a�� (941}480.16W A LJISIG MILl�`H, P.E. P.E.058705 REGISTRATION#29298 SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT A. (.1 ACC TVDCC diR (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) o.a et.t GLASS TYPES 9 THROUGH o.oet.e 0.0 430.0 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL PRODUCT REVISED a.oeo o • FIN FRAMES as complying with the Florida Building Code NOA-No. 20-0401.03 aoNalan: ExRlration Date• 7/30/2025 C) SASH HEIGHT CORRECTION. 13y: ]y� �p AK - 03/10/20 Mia OwI. iptlan: I worm W . DESIGN PRESSURE TABLES J ROSOWSKI INGLE HUNG WINDOW INSTALLATION- LM 05/15/15 ITlas/Modah. Srn(e: SheeE Ding N.. R— SH-5500 NTS 7 OF 13 MD-SH5500-01 C -�I0� .052"-�-IOI-�-Imo_-__OO� L-�OI-t- 1.483" 1.483" as � 1,483' � 1,483" 625" }} U HEADIJAMB FRAME 6� � HEAD% AMB FLANGE ME 1.375" HEAD FIN /JAMB (4 EQUAL LEG FRAME i 0 1.375" J HEADIJAMB 1 1 3.48T' -yp{ Q- .062" 2.444,. aa�D .625" 5 J.CHANNEL .625" 1.3I75" FRAME SILL ,L. .065" +- .065" - 1,375" I 1.231" 1.000" I-- 14 FIXED MEETING RAIL 16 SASH RAIL 3.483" -- �! r 4 .062" } 2.444„ moo ANGE U rnAME SILL - 3.483" ^\ 2.444" 2.444" 10 FIN FRAME �,l EQUALLEG SILL 0 FRAME SILL ��` .715" -�•I 1.185 I�J -- LIGHT SASH ASH23 REINFORCEMENT 070" n IIn�I � 791"I ►{ 1.331" f� STANDARD 26 MEETING. RAIL REINFORCEMENT -►I 1.215" 1 _ J52.176"1j.(472' 1.376" „ .59059.974" 1.565' '. 3,47 35" .355'. - .050°�070..050 .060 _ " BALANSASH , I T LIFT RAIL LIFT RAIL BEVELED BEVELED 17 COVER 10 SCREW COOVER 8 INTERLOCK 8 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCKCOVER 1.184" D7D° 810" �- -�1I�- .150" HD SASH �5 REINFORCEMENT 1.182° I-- 070" 1.041" L 130" -+� 1.340" �- OHD MEETING RAIL 27 REINFORCEMENT ! PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 � .300° • (! Yi j!v ;� ra;;,;•.:'<� = r Revislon: C) NO CHANGES THIS SHEET. Ex iration Date• 7130/2025 ey. 6Gti.� a --...II .864" {+- 175" o I` .754" .750" ,� vc 'i,'"� f•!U. C97U5 {: AK - 03/10/20 Miam -Dade Produc/t-so rtrol .035"-�"II-•+-� .U25-r•I�--� , - _ - "D '. 7 ,1 - '' C� J ® Dmcrip0on: WINDOW EXTRUSIONS Drain By: J ROSOWSKI 1070 TECHNOLOGY DMVE LAM[IG 72 BEADING EXTRUDED 80 SCREEN FRAME ROLLED 81 SCREEN FRAME �ti •. T=' i • !p'\ N. VENICE, FL 34275 fUe• D.N. (941�1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 "'' AL sedes/Mod h. scale: ShoeL• Droning No. Rar. C% A. LYNN MILLER, P.E P.E.H 58705 REGISTRATION g292B6 SH-5500 NTS 11 OF 13 MD-SH5500-01 TABLE 12: TABLE 12, CONT.: i-SILICONE STRUCTURAL HOT -MELT BUTYL STRUCTURAL SILICONE 3115" NOM. POLYISOBUTYLENE WITH DESICCANT 1/4" NOM. FOAM - WITH Bill of Material # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J-Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SH/DH Frame Sill - J-Channel PVC 6 620106 SH/DH Frame Sill - Flange PVC 7 620107 SH/DH Frame Sill - Fin PVC 8 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 15 620129 Sash Rail (Sides, Tap & Bottom) PVC 17 620134 Balance Cover PVC 1B 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6005 T5 At 20 620144 Pull Rail Interlock Cover PVC 21 620167 Beveled Interlock 6005 T5 At 22 620145 Elevated Interlock Cover PVC 23 620160 Light Sash Reinforcement 6063 T5 Al 25 620152 HO Sash Reinforcement 6053 T5 AI 26 620153 Standard Meeting Rail Reinforcement 6005 T5 All 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 30 61644 Weatherstrip, .187" x .270" Fin Pile 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPile 33 61826 Weatherstrip Plug, .220" Finseal 35 78X1MTTT #8 x V Ph. PH SDS (Interlock Mounting Screw) 35 78X3THPX 98 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 38 720210 Weep Hole Cover PVC 40 720)W= Constant Force Balance 41 r8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 41O SS Part # Description Material 76 Kommerling 4SG TPS Spacer System 77 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer Ktt CKr W,r I CJ r KCrUn 1 J; r I "' I".... a oery Bill of Material, cant # Part # Description Matedal 45 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lack Cast Zinc 47 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76X1180PTX #6 x 1-1/9' Ph. FH BOB (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 ?76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420101 UR Beveled Tilt Latch Comer Key PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 34' Ph. FH SDS (Corner Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Till Latch Retainer PVC 56 720207 1" Till Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 5B 720192 Metal Titl Latch Finger Pull Cast Zinc 59 420180 Pivot Bar Comer Key PVC 60 720206 Pivot Bar SS 63 720191 Sash Pull Handle Cast Zinc 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 66 420155 Bottom Latch Strike Plate Cast Zinc 67 77858B #8 x 5/8" Ph. FH SMS (Strike Plate Screw) S6 72 720135 Lami I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 75 71646N ISetting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47041 Screen Corner Key without Pull Ring X 2 PVC 85 7CASPM Tension Spring S6 Be 61816C48 Screen Cloth Fiberglass 87 61635'61614 .140" Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 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. DESICCANT EXT. GLASS- EXT. GLASS-V 7e KODISPACE 4SG TIPS ALUMIP _ REINFC • 5116" NOh BUTYL & / DESICCANT — FOAM EXT. GLASS � GLASS \—INT. GLASS SUPER 77 SPACERU NXTT"" POLYISO- BUTYLENE SEAL ROLL -FORME STAINLESS STET EXT. GLASS — G( \-INT. GLASS V/U 7a DURASEAL® XL EDGE"' SPACER 79 SPACER NT FILL AREA 5116" NOM. -ICONE SEAL GLASS PRODUCT REVISED as complying with the Florida Building Code now -No. 20-0401.03 ��t,.t I y;,, lr ReNalon: Expiration Date: 7130/2025 C) ADDED BACKBEDDING. By: jY�Gyute�t � ` `'"' AK - 03/10/20 Miam -Dade Produc"o trot - Fdu. `.is705 Deacrip8on: Drum By: _ 3 3 / �zp Q 1070TECHNOLOGV DRIVE BILL OF MATERIAL (BOM) J ROSOWSKI -, Q, •. Flf'. O,c � �/ N. VENICE, FL 34275 (941}46o-1600 TWO. %•'' ,o, G� SINGLE HUNG WINDOW INSTALLATION - LM L�eVa! rrllll It1+11� Seriea/hfodel: Scale: Sheet: Woeing No. A. LYNN MILLER, SH-5500 NTS 12 OF 13 MD-SH�JD�l 00- OPT. SWEEP LOCK OPT. AUTO LOCK MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS PRODUCT REVISED as complying with the Florida Building Code E- Iration Date b%!jv r" ;�7/3012025 ASSEMBLY �' C) NO CHANGES THIS SHEET DETAILS Iz- -03/10120 Miarn�pade Product trot AK NO. 55705 Description: Dmwn W. z: '0 L) ..' Q�� N. VENICE, FL 34276 EXTERIOR 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI ITCV NOTES: OF 17H.: (D41�48(] Date: 1-1600 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. SINGLE HUNG WINDOW INSTALLATION LM 01 5/15 2) J-CHANNEL FRAME SHOWN, PARTS # I & 5. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. 11 ONAL Sad-lUbd.]. 7 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. keqw MILLWP'.E. SH-5500 NTS 1 13 OF 13 MD-SH5500-01 C P.E.#58705 ------.-L_REGISTRATlON429Z96