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HomeMy WebLinkAboutNOA Single Hung WindowMIAMI•DADE MIAMI—DADE COUNTY, FLORIDA Ice 101614 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RE, R) 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 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 1 and evidence pages E-1, E-2, E-3 and E-4, as well.as approval document mentioned above. FIEF "t, The si*rnittedi documentation was reviewed by Manuel Perez, P.E. 3, NOA No. 20-0401.03 MIAM ECOUNTYM Expiration Date: July 30, 2025 Approval Date: July 23, 2020 T71161,20 Pagel PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0519.05) 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. 204M.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 5tn 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 6t1 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 Perez, P.E. Product Control Exapriffier NOA No. 20-0 01.03 Expiration Date: July 30,'SeT5 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 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 511 Edition (2014), dated 05/15/15, 08/29/17 and updated on 03/10/20 to the new FBC 7tn 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',2K5 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 '6tf` Edition (2017) and the FBC 711 Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.05, issued to PGT Industries, Inc. for their Series "SH-5500" PVC Single Hung Window - L.M.I. approved on 11/30/17 and expiring on 07/30/20. Manuel Perez, P.E. Product Control Ex n r NOA No. 20- 01.03 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-4 ANCHORAGE EXAMPLE.FOR �.28-1/8"MAX.O,C.� RADIUS -TOP HEADER (SIM. 12" MAX. FROM FOR ALL—\ FRAME SEAM WINDOW TYPES) B, SEE -- -�- 30" MAX. O.C.---12" MAX. SHEET 3 54" MAX, BUCK WIDTH 30" 12" MAX. B, SEE i� MAX. O.C. SHEET 3 -I A, SEE SHEET 3 A, SEE SHEET 3 -r'-' 1 12. EQUALLY EQUALLY SPACED ANCHORS PER I 1 I I / ' 17-7/6" MAX. O.C. SPACED ANCHORS PER TABLES'9-11 TABLES 9-11 O 1 / 1 84" � _1� �- MAX. 10" MAX. O.C. BUCK HEIGHT X fit T EQUALLY 13-3/4" MAX. O.C. EQUALLY SPACED I�_ SPACED ANCHORS -PER' - - I ANCHORS PER TABLES 9-11 I / _ A� TABLES 9-11 I ti 6-'I/Z.'MAX. e SEE SILL WEEP- B -` � NO ANCHORS AT SILL 54" MAX. BUCK WIDTH -� NOTCH DETAILS, SHEET 3 I 12" MAX. ! Tt - ! I FIXED VISIBLE LIGHTWIDTH I FIXED /VISIBLE --1 B. SEE �a SHEET 3 A SEE ! LIGHT I 17-7/8" MAX. O.C. SHEET 3 � HEIGHT � EQUALLY 91.78" SPACED O i / MAX. BUCK _ ANCHORS PER - TABLES 9-11 -`� T HEIGHT 1 a" L O.C. - X i i Q - SASH 13-3/4" MAX. O.C. EQUALLY - VISIBLE j SPACED - j i -- LIGHT HEIGHT ANCHORS PER TABLES 9-11 - 6-1I2" MAX. SASH VISIBLE `I SEE SILL WEEP - LIGHT WIDTH T NOTCH DETAILS, SHEET 3 ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION B- * MAX. O.C. I— an-, •eex n r•- —.I ANCHORAGE EXAMPLE FOR ARCH -TOP HEADER (SIM. FOR ALL WINDOW TYPES) 10" MAX. FROM DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LARGE.& SMALL MISSILE LEVEL, SEE SHEETS 6-7. IMPACT RESISTANT EAM FRAME SD, SEE SHEET 4 C. SEE SHEET 4 EAM FRAME SD, SEE SHEET 4 C. SEE SHEET 4 / 12" MAX. 17-7/8" MAX. O.C. O I / 62" MA) 10" MAX. O.C. BUG HEIGI X i I / 13-3/4" MAX. O.C. I �A I MAX. _J NO ANCHORS AT SILL 54" MAX. BUCK WIDTH SEE SILL WEEP- NOTCH DETAILS SHEET 3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO 75" HEIGHT SEE TABLES 4-11 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). 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. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAw-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER.ANCHOR TYPE. 4).ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS'2X ARE 1-1/2" THICK OR GREATER. IX AND.2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 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 SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE.OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El Z00. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 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 BEE 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 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE•AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; .ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA;ELCO/DEWALT CRETEFLEX NOA; ELCO/DEWALTAGGRE-GATOR-NOA; ENERGI WINDOW AND DOOR PROFILES; LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPEC1FiCATION FOR WOOD CONSTRUCTION ANSI/AF&PA NDS & ALUMINUM -DESIGN MANUAL ' 52-1/8" MAX. BUCK WIDTH SEE SHEETS 1-1/4" 8&9 .! i ► f I 1 / 84" i BUCK HEIGHT C AS SHOWN IT c X (91.78" MAX I -- .) SEE 1 SHEETS 8&9 / °C D 1=1/4" -�{- SEE SILL WEEP - NOTCH DETAILS, SHEET 4 ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION ANCHORED THROUGH THE NAIL -FIN (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES....:............................................1 ELEVATIONS......................................................... 1 FRAME, GLASS & ANCHOR OPTIONS.................2 INSTALLATION, FLANGE & EQUAL LEG/BOX.::..3 INSTALLATION, INTEGRAL FIN & J-CHANNEL.. 4 GLAZING DETAILS ................................................ 5 DESIGN PRESSURES ............................. :................. 6-7 ANCHOR QUANTITIES ......................................... B-10 EXTRUSION PROFILES........................................11 ASSEMBLY & PARTS LIST...................................12-13 :ODES/STANDARDS USED: • •2020 FLORDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 • AISC 360-16 11) APPLICABLE EGRESS REQUIREMENTS TO.BE REVIEWED BY BUILDING OFFICIAL. ��`�O,V LYN/� '�, . C) UPDATED TO FBC 2020, USER INSTRUCTIONS: ``� � ��' �`•:' �ICErus�:'•.�l REVISED ANCHOR TYPE TABLE 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. �• •• <1 = AK - D3/10/20 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. No, 58705 3 KNOWING YOUR GLAZING OPT f% ABLE 1 WINDOW CONFIGURATION AND SIZE DETERMINE YOUR WINDOWS DESIGN - `4_ - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date: 7/30/2025 By: Miam Dade Produc"o trot I {T ), PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR IXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUROPENING'S CONDI ITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SKEETSET ARE MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUALLEG/BOX). :ODES/STANDARDS USED: • •2020 FLORDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 • AISC 360-16 11) APPLICABLE EGRESS REQUIREMENTS TO.BE REVIEWED BY BUILDING OFFICIAL. ��`�O,V LYN/� '�, . C) UPDATED TO FBC 2020, USER INSTRUCTIONS: ``� � ��' �`•:' �ICErus�:'•.�l REVISED ANCHOR TYPE TABLE 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. �• •• <1 = AK - D3/10/20 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. No, 58705 3 KNOWING YOUR GLAZING OPT f% ABLE 1 WINDOW CONFIGURATION AND SIZE DETERMINE YOUR WINDOWS DESIGN - `4_ - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date: 7/30/2025 By: Miam Dade Produc"o trot I {T ), PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR IXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUROPENING'S CONDI ITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SKEETSET ARE MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUALLEG/BOX). _ • /I ,.-. - = -%(l�T;; o '. �N. : .'. {� \ '/�S '•• ��R1D� �/'// A:/ �/O�/VAL � � N MILdE 1 P E P.E.# 58705 Dascrfpfion: �-1 � J�WWSKI NOTES &ELEVATION 1070TECHNOLOGYDRIVEGENERAL VENICE, FL $42T5 (941)480-1600 Title: SINGLE HUNG WINDOW INSTALLATION - LM Date: 05/15/15 Serias/Modefr' SH-5500 Scale: NTS Sheet 1 OF 1'3 Drawing No. M D-SH5500-01 Rev: C REGISTRATION 92=6 TABLE 1: ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) Design Pressure Table # Sheet # 5 7/8" Laminated I.G.: 1/8" A Exterior 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 Exterior Cap + 7116" Air Space + 5/16" Laminated; (2) Lites of 118" A Glass with :09O" PVB Intedayer 4,6 6 7 718" Laminated I.G.: -3116" A Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Lites of 118" A Glass with .090' PVB Intedayer 4,6 6 •8 7/8" Laminated I.G.: 3/16" T Exterior Cap + 31W Air Space + S/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,6 6 9 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 7 10 7/8" Laminated I.G:: 1/8" T Exterior Cap + 7116" Air Space + 5116" Laminated; (2) Lites of 118" H Glass with .090" SG Intedayer 7 7 11 718" Laminated I.G.: 3116" 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.: 3/16" T Exterior Cap # 3/8" Air Space + 5/16" Laminated; (2) Cites of 1/8" H Glass with .090" SG Intedayer 7 7 13 718" Laminated I.G.: 1/8" A Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer 8 7 14 718" Laminated I.G.: 118" T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer 8 7 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 . 16 718" Laminated 1.G.: 3/16" T Ektedor Cap + i/4" Air Space -i 7/16" Laminated, (2) Lites of 3/16" A Glass with .090" SG Intedayer 7 7 TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge. Distance- Min. Embedment' A #10 SMS (steel, 18-8 S.S. or 410 S.S.) --P.T. Southern Pine (SG=0.55).- _ .7116" - _1-3/8"_ Steel, A36* 3!8" 0.050" Steel Stud; A653 Gr. 33* 3/8" 0,0451" (18 Ga.) Aluminum, 6063-IW 3/8" 0.050'' 3116" steel Ultracon. or Ultracon+ P.T. Southern Pine (SG=0.55) 7116' 1-3/8" Concrete (min. 3 ksi) 1" 1-318" 3/16" steel Ultracon Ungrouted'CMU, (ASTM C-90) 2-1/2" 1-1/4" 3116"-steel Ultracon+ Ungrouted CMU, (ASTM C 90) 1" 1-1/4" B #12 5MS (steel, 18-8 S.S. cr410 S.S.) P.T. Southern Pine (SG=0.55) 9/16, 1-3/6" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0,0451" (18 Ga.) Aluminum, 6063-T5* 318" 0.06W 1/4" steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) V. 1-3/8" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/9" 1/4" steel Aggro-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Ultracon Concrete (min. 2.85'ksi) 1" "K, Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" C 114" steel Ultracon+ Concrete (min. 3-ksi) 1-3/191 1-3/4" Ungrouted CMU, (ASTM C•90) 1" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" 114" steel Ultracoh Concrete (min. 2.85 ksi) 2-112" 1-3/4" 1/4" steel Ultracon+ Concrete (min. 3 ksi) 2-1/2" 1-314" 1/4" steel-Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 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" 114" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" TABLE 3: ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Min. Distance Embedment E 2-112" x .131" Common Nail P.T_ Southern Pine (SG=-55) 3/8" 2-7116" 2-112" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 318" 2-7/16' P.T_ Southern Pine (SG=.55) 1/2" 1-31B" #10 d SMS Aluminum, 6063-T5` 3/8" 0.050" (steel,18-8$-8 S,S. Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga,) or 410 S. S:) Steel, A36' 318" 0.050" F P.T. Southern Pine (SG=.55) 9116" 1-318" #, SMS Aluminum, 6063-T5' 3/8" 0.063" (steel, S.S. Steel Stud, Gr. 33' 318" 0,050" or 4100 SS, S. ) . Steel, A36' 318" 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 39. FIGURE C: FRAME SHAPES Frame Glass Frame Frame Types Options Configs: Shapes installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) into 2X Wood Frame lBuckstrip -sheet 3, option 1 Flange 5 -1'6 Equal -Cite, OriellProview Square/Rect., Arch Top & Through the frame ....into Concrete/CMU - sheet 3, option 2 ,,,.through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 (92) &Cottage Radius Top of the window...... ....into Metal - sheet 3, option 4 ....into 2X Wood Frame/Buckstnp - sheet 3, option.1 Box / Equal -Leg 5-16 Equal-Lite, Oriel/Proview Square/Rect., Arch -Top & Through the frame ....into Concrete/CMU - sheet 3, option 2 .... through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 (#4) & Cottage Radius Top of the window... ... ....into Metal - sheet 3, option 4 Through the ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 J-Channel Equal -Cite, integral fin...... eg . ....into Metal - sheet 4, option 7 (#1) 5 : 8 OrieUProview & Cottage & Arch Top & 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 -Late, Square/Rect., integral fin...... ....into Metal -sheet 4, option 7 ( ) 5-8 Odel/Proview & Cottage Arch -Top & Radius Top Through the frame ....into 2X Wood Frame/Buckstrip -sheet 4, option 6 L...into Metal - sheet 4, option 8 of the window...... FIGURE A: FRAME CONFIGURATIONS l' ORIEL EQUAL-LITE COTTAGE BUCK WIDTH — ¢-I BUCK WIDTHI -- - BUCK WIDTH[ -- F_-__ I C7 Lu Wrl T `� �L U l U m W = W+ Y U m C7 W T ARCH -TOP RECTANGULAR RADIUS -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. x { LYNay No. 58705 � ;?p• s J .Zr) �'ri�l1Q�4rP�l. i�`��,• A. L1/41i MILII&, P.E. P..E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 (941)-480-1600 REGISTRATION a9296 FIGURE B; FRAME TYPES "A" = ANNEALED "H" = HEAT STRENGTHENED 'T' = TEMPERED "PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGI.ASO INTERLAYER BY KURARAY AMERICA, INC. Material Min. Fy Min. F„ Steel Screw .92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco/DeWalt Agg're-GatorSl 57 ksi 96 ksi Elco UltraCon® 155 ksi 177 ksi 3/16" DeWalt UltraCon+® 117 ksi 164 ksi 1l4" DeWalt UltraCon+O 146 ksi 164 ksi 410 SS Elco/DeWalt CreteFlex(D 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksl 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi C) REVISED ANCHOR TYPE TABLE. AK — 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date-D7/30/2025 By: V o bVvvT.t G6�J Miam Dade Produc" trot AncripHon: Drown W. GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Trtle: Date: SINGLE HUNG WINDOW INSTALLATION — LM 105/15/15 /Model: Scale: Sheet: Drawing No. Rev: SH-5500 NTS 1 2 OF *13 MD—SH5500-01 C INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN - EDGE DISTANCE EMBEDMENT T— EMBEDMENT EDGE DISTANCE LMAX SHIM TYP. ANCHOR TYPE, 7YP. ANCHOR TYPE, EMBEDMENTAND EMBEDMENT AND EDGE EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. 3 FIXED 19 20 OPT. SASH TOP VISIBLE LIFT RAIL LIGHT HEIGHT FOR ALL WINDOWS: i 46 1 ANCHOR @ 3.55" 49 FROM END AND AT 21 CENTER, 22 O FOR WINDOWS 72 OVER 36." WIDE: 0 ADD ADDITIONAL 14 45 46 41 SCREWS @16-3/8" 35 FROM END. O FOR WINDOWS WITH BOTTOM LOCKS: BUCK �j 16 HEIGHT 50 (J D ADD ADDITIONAL SCREWS @ 8-318" 85 30 FROM END. SASH EXTERIOR VISIBLI 8 EQUAL-LEG/BOX FRAME SHOWN LIGHT HEIGH' 86 OPT. (2) 1" 81 30 INTERIOR 31 WEEP NOTCHES AT gp EACH END. 1/4'' MAX SHIM USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8" FROM SASH END FLANGE FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE.OF THE WINDOW. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU, 1— 1/4" MAX SHIM 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" 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. I AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS.TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. BALANCE YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP'INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 16 1/4" MAX SHIM (-4— SASH VISIBLE LIGHT WIDTH EXTERIOR FIXED VISIBLE _ LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION A -A EMBEDMENT EDGE DISTANCE TYP. ANCHOR n TYPE, • EMBEDMENT AND EDGE .4 DISTANCE PER ' EDGE SUBSTRATE, • ' 4:. DISTANCE SEE TABLE 2, SHEET 2. EQUAL LEGIBOX FRAME SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2. SHEET 2. 1/4" MAX. SHIM FLANGE FRAME SHOWN 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING) IS MEASURED FROM ANCHORED THROUGH BEADING TO BEADING. WEEPHOLE .� • ° ' • •d . " a ' NO ANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS @ .. 2/ 877 FROMFLANGE OR 38 d • • • • EQUAL -LEG WIDTH EACH END_ FRAME SILLS @SASH: BUCK WIDTH - 6-1/2" • . • - 4 • @ FIXED LITE: BUCK WIDTH - 4-3/8" HEIGHT (EQUAL: LITE) VERTICAL SECTION B-B BUCK HEIGHT12-3-15116" #10 OR #12 STEEL SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2. EXTERIOR V FRAME INTO METAL Lf ` No- 58705 �/ /v�(` = � 1070 TECHNOLOGY DRIVE fi'• S E F N. VENICE, FL 34275 %��^ ' •�{ORI�J .•'' \�� �'�S'ONAL (941)480-1600 -%o "/tj11111 W A. LYNN MILLER, RE REA 68705 REGISTRATION #29296 1 /4" MAX. SHIM EQUAL LEG/BOX FRAME. SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL C) NO CHANGES THIS SHEET. AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Ex iration Date: 7/30/2025 Miam Dade Produc"o trol Description: Dmwn W. FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI rue: Dote: SINGLE HUNG WINDOW INSTALLATION - LM 05/16/15 Seriea/ModeL• Scale: Sheet Drawing No. Rev SH-5500 NTS 3 OF 1.3 MD-SH5500-01 C INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2. THIS SHEET. J-CHANNEL FRAME r( SHOWN I BUCK HEIGHT G EXTERIOR a OPT. 86 (2)1" 81 INTERIOR f`T WEEP NOTCHES AT gp EACH END. INTEGRAL FIN FRAME SHOWN 27" X 1.25" WEEPHOLE 38 W/COVER @ 2.87" FROM EACH END. TYP. ANCHOR TYPE; EMBEDMENT AND EDGE f ANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) i-- EMBEDMENT SASH LIGHT EDGE DISTANCE INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. dini 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, w SEE TABLE 2, SHEET 2. (SCREW SHOWN) 11/4" MAX SHIM 1- TYP. ANCHOR TYPE, EDGE _ DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) OPT. SASH TOP LIFT RAIL FOR ALL .WINDOWS: 1 ANCHOR @ 3,55" FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @16-3/8" $5 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @.8-318" FROM END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. 114" MAX SHIM USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 6-518" 'FROM SASH END. 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 J-CHANNEL LIGHT WIDTH FRAME NOTES: SHOWN BUCK WIDTH 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C . 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 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS 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 EDGE DISTANCE WIDTH @SASH: BUCK WIDTH-6-1/2" --►-I EMBEDMENT @ FIXED LITE: BUCK WIDTH-4-3/8" INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET'. HEIGHT (EQUAL-LITE)- VERTICAL SECTION D-D BUCK HEIGHT/2 - 3-15/16" 1/4'' MAX. SHIM INTEGRAL FIN FRAME SHOWN 1/4" MAX SHIM I-- EDGE DISTANCE EMBEDMENT t)'l (((I 7TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. CAL OR HORIZONTAL,_ SEE SUBSTRATE PROPERTIES, TABLES 2 & 3. SHEET 2. I ALSO FOR DADE-APPROVED MULLION I #10 OR #12 STEEL INSTALLATION OPTION 7 ANCHORED THROUGH rArrer-aAt MKI if rrrn nec rAi . etlrrFlf . y�. No, 597f)5 ;Q Q�, 5tA )3 EF (� /,�fVAL 0%0 A. LYNNI ILLER, P.E P.E.# 56705 SMS (G5), SEE TABLES 2'& 3, SHEET 2. FIN AND/OR FLANGE REMOVED IN -FIELD 1 /4" MAX: SHIM EXTERIOR INSTALLATION OPTION 8 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FIN/FLANGE REMOVED) 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 REGISTRATION #29296 C) REVISED DADE MULLION NOTE. AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Ex%iratlon_,Date_,7/30/2025 vl I Miarn Dade Produc"ontrol Description: Drawn W. J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 IMadef. Scae: Sheet Drawing Na. Rev: SH-5500 INIT8 4 OF 13 IMD-SH5500-01 I C •--1 7/8" NOM. A 5/16" A/A PVB 7116" AIR SPACE -- 1/8"A GLASS— EXTERIOR 5/16" H/H SG 7116" AIR 'SPACE- 1/8" T GLASS - aEXTERIOR GLASS TYPE 5 7/8" NOM. GLASS TYPE 10 5/16" A/A PVB .7/16" AIR SPACE- 1/8" T GLASS - EXTERIOR 5116" H/H SG — 3/8" AIR SPACE- 3/16" A GLASS- EXTERIOR 1/2" NOM.GLASS BITE TYP. 7/8" NOM. I-� — A GLASS TYPE 6' 7/8" NOM. GLASS TYPE 11 6/16" A/A PVB — 3/8" AIR .SPACE- 3/16" A_ GLASS - a EXTERIOR 5/16" H/H SG — 3/8" AIR SPACE- 3/16" T GLASS- EXTERIOR GLASS TYPE 7 GLASS TYPE 12 --�-I 7/8" NOM. 7/16" A/A SG — 1/4" AIR SPACE- 3/16" A GLASS - CD EXTERIOR 718" NOM. 5/16" A/A PVB — 3/8" AIR SPACE- 3/16" T GLASS - CD EXTERIOR GLASS TYPE 8. 7/16" A/A SG 5116" AIR SPACE 1/8" A GLASS aEXTERIOR 76-79 GLASS TYPE 13 7/16" A/A SG — 1/4" AIR SPACE- 3116" T GLASS - CD"EXTERIOR 7/8" NOM. 6/16" H/H SG 7/16" AIR SPACE — 1/8" A GLASS— ED EXTERIOR W1 A/A SG 5/16" AIR SPACE — 1/8" T GLASS - CD EXTERIOR 718"•NOM. r GLASS TYPE 9 • G LASS TYPE 14 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 tit%' -' c/If Revision: Exierration Date: 7/30/2025 %'L1V.i1�i�/`'r, C) NO CHANGES THIS SHEET. By: l�' 0 �$'� • LtC[Pd�F . �Miam -Dade Produc o trol AK 03/10/20 r •° • ' , • GLAZING NOTES: .y Flo. 58705 ,� = "A" = ANNEALED Deserfpifan: Drawn Br. TYP. GLAZING DETAIL "H"= HEAT STRENGTHENED - -a : vL = 1070TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI "T' =TEMPERED ® ��� S 41 N. VENICE, FL 34275 "PVB" = .090" TROSIFOL PVB BY KURARAYAMERICA, INC. T-rife; Qate; "sG"=.oso"SENTRYGLAS®BYKURARAYAMERICA,INC. % C° -.0 IO '� (041}480-160o SINGLE HUNG WINDbW INSTALLATION - LM 05/15/15 � \�a�\.. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2, /rig AL ��\ Series/Model Scale: SheeS IDG-SH5500-0 g No. IRC ev A. L�riM MUM, P.E. SH-5500 NTS 5 OF 13 1 P.E.# 58705 REGISTRATION #29296 GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN O THE HVHZABOVE 39. GLASS TYPE 15 GLASS TYPE 16 E 5: TABLE 4: Glass Types 5,6,7$8 Design Pressure, Ibs/tt2 +/- 50.0 Relnf. Level Rd For all window & sash sizes SEE TABLE 9, SHEETS FOR ANCHOR GROUP AND QUANTITY. H IT 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) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 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. Glass Type 5 Bottom Sash Description forghen Range @ Wirtdow Hetgtd Shown Sash Height Range (In)� Design Pressure, IbSlitz Reim Level 92 WlndmvBuck VyldthOn) up to 48 SLIB 23,5 Equal4le 11.394 465.0 -70.0 465.0 -70.0 Standard Cottage 14.617-15.870 465.0 70.0 +65.0 -70.0 28 Equatile 11,583-t4.516 +65.0 170.0 +65.0 -70.0 Standard Prodew 11.377. 11.582 +65.0 -MO +65.0 -70.0 Tallest 23.517.25286 465.0 -70.0 +65.0 -70.0 37.375 Standard Cottage 20.958 - 23.516 +65.0 -70.0 +65:0 70.0' Equai-its 17.517-20.957 +65.0 -70.0 +65,0 .70.0 Standard Prodew 14.5l7-17,516 +65,0 .70.0 +65.0 70,0 Shortest 11.377-14.516 +65.0 70.0 +65.0 70.0 Tallest 27.583 - 31.911 +65.0 -70.0 +65.0 .70.0 Custom Size 26.517=27,582 465.0 -70,0 +65.0 -70,0 Standard Cottage 23.517 - 26.516 +65,0 -70.0 +65,0 -70.0 44 Equal-ite 2o.517 - 23.516 +65.0 -70.0 +65,0 -7o.0 StandardProdew 17,517-20,516 465.0 -70,0 +65,0 -70.0 Custom Size 14:517'-17.516 +65.0 -70.0 +66.0 70.0 Shortest 11.377-14.516 465.0 -70.0 +65.0 70.0 Tallest 31,583-35,911 +65.0 -70.0 +65.0 70.0 48 Standard Cottage 26.5t7-31.582 +65.0 -70,0 +65.0 70.0 Equal-lite 20.517 - 26.516 +65.0 -70.0 +65.0 70.0 StandardProNew 17,517-20.616 +65.0 .70.0 +65.0 .70.0 Curtain Size 14.517.-17.516 +65.0 -70.0' +65.0 -70.0 Custom Size 12,517-14.516 +65.0 -70.0 +65.0 70.0 7 Shortest 11.377 - 12.516 +65.0 -70.0 +65,0 -70.0 p a� Tallest 33.206-37.536 +65.0 -70.0 +65.0 -70.0 m 0 49.625 Standard Cottage 26.517 - 33.207 165.0 -70,0 +65.0 .70.0 Equal-llte 23.517 - 26.516 465.0 .70.0 +65.0 -70.0 Custom Size 20.517 - 23.515 +65.0 -70.0 +65.0 -70.0 Standard ProNew 17.517 - 20.516 465.0 -70.0 +65.0 -70.0 Custom Size t4.517-17.516 465.0 -70.0 +65.0 -70.0 Custom size 12.517-14.516 +65.0 -70.0 +65.0 -70.0 Shortest 11,377-12.516 +65.0 -70.0 +65.0 -70.0 62 Tallest 36.517-41.644 +65.0 -70.0 +65.0 .70.0 Standard Cottage 31.517 - 36.615 465.0 -70.0 +65.0 -70.0 Equal.ite 26.517 - 31.516 +65.0 -70.0 4:65.0 -70.0 Standard l rodew 23.617 - 26,516 +65.0 .70.0 +65.0 743.0 Custom Size 20,517 - 23.618 +65,0 -70.0 +65,0 -70.0 Custom size 17.517-20.516 +65.0 -70.0 465.*0 70.0 Custom Size 14.517 -17-516 +65.0 -70,0 +65.0 -MI Custom Size 13,017 - 14.516 +65.0 -70.0 +65.0 AT,3 Shortest 11.664-13.016 +65,0 -70.0 +65.0 -M6 76 Tallest 39.517 - 41.644 465.0 -70.0 +65.0 70.0 Custom Size 38.517-39.516 465.0 -MG +65.0 70.0 Equal-ile 35.517-38.516 465.0 -70.0 +65.0 70.0 CrmtamSize 32.617-35.516 465.0 -70.0 +65.0 -70.0 Standard Proriew 29.517 - 32.516 465.0 -70.0 +65,0 -70.0 Custom Size 26.517 - 29.516 +65,0 -70.0 +65.067.3 Shortest 24.864 - 26.516 465.0 70.0 +65.0 -66,5 84 EqualAite 3B.517-41.644 +65,0 -70.0 +65.0 -70.'0 Custom Size 35.617 - 38,616 465.0 70.0 +65.0 -67.3 Standard Prmlew 33.864 - 35.516 +65:0 -70.O +65.0 -66.6 91.78 Talest 41.644 +65.0 -70.0 +65,0 46.5 TABLE 6: Glass Types Design Pressure, IbsHe 6,7&a +65.0 / 70.0 Rainf, Level R2 For all window and sash sizes SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. H HT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5 6 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES S CONFIGURATIONS) SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. •' MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91.7&' ) ` No, 58705 1070 TECHNOLOGY DRIVE T �345� 0 LUJ N. VENICE, FL 34275 'r ' tJE7►tSi'.- ' \ (941}48G-1600 /;;'ONALLY'� A. A + ILll Al P.E. P. E# 58705 REGISTRATION M9296 C) SASH HEIGHT CORRECTION. AK - 03/10/-20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration DateID7/30/2025 By: 07ivvuc-/. Miam Dade Product 6 trot Description: PROSOWSKI atm W. DESIGN PRESSURE TABLES rrtfe: Date: SINGLE HUNG WINDOW INSTALLATION - LM 105/1-5/15 10odeF Scofe: Sheet: IDMOIn-SH5500-01 g No. Rev. SH-5500 NTS 6 OF 13 I C 8: Glass7ype 9.12,15 & 16 Roinf LLevel 3 Bottom Sash Descrption lo( given Range @ Window Height Shown Sash Height Range (6) Resign Pressure, Ibsrftz Wind=Buck Width (in) up to 40 48 52.125 54 215 Equal-lite 11.394 +70.0 •110,0 +70.0 410.0 +70.0 A10.0 +70.0 -110.0 Standard Cottage 14.517. 15.870 +70.0 -110.0 +70.0 •110.0 +70.0 -110.0 +70.0 -110.0 28 Equa!-life 11.583- 14.516 +70.0 -110.0 +70.0 410.0 +70.0 .110.0 +70.0 410.0 Standard Pradew 11,377 - 11.682 +70.0 -110,0 +70.0 410.0 +70.0 -110,0 +70.0 -110.0 37,375 Tallest 23.617 - 25.280 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Caooage 2D,958- 23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.'0 Equal-lite 17.517.2D.057 +70.0 -110.0 +70.0 -110.0 +70.0 •110.0 +70.0 =109.0 Standard Preview 14,517- 17510 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 .110.0 Shortest 11.377-14.516' +70.0 -110.0 +70.0 -110.0 +70.6 -107.0 +70.0 -103.0 Tallesi 27583=31.911 +70.0 -110.0 +70.0 .99.0 1 +M(l •93.0 +70.0 .90.0 Custom Size 20.517-27,582 +700 -110.0 +70.0 -110.0 +70,0 -110.0 +70,0 -110.0 Standard Cottage 23.517-26.516' +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 44 Equal -Ina 20,517-23.510 +70.0 -110.0 +70.0 410.0 +70.0 410.0 +70.0 •110.0 Standard Preview 17.517 - 20.516 +70.0 -110. D -+70.0 -1 %0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517 - 17,516 +70.0 410.0 +70.0 410,0 +70.0 -110.0 +70.0 -110.0 Shortest 11.377.14.510 +70.0 410.0[+70.0 -110.0 +70.0 -107,0 +70.0 -103.0 48 Tallest 31,583-35,911 +70.0 -110.00 -99.0 +70.0 -93,0 +70.0 -90.0 Standard Cottage 26.617 - 31.582 +70:0 -110.00 -110.0 +70,0 -116.0 +70A -110.0Equal-Ine 20.517-28.518 +70.0 410.00 -110.0 +70.0 410.0 +70.0 -110.0 StardardPt&&w 17.517-2D.516 +70.0 •1.10.00 •110.0 +70.0 •110.0 -+70.0 -110.0 Custom Size 14.517-17,616 +70-0 -110.00 410.0 +70,0 -110.0 +70,0 -110.0 Custom Size 12617-14.516 +70.0 •110.0 +70.0 -1.10.0 +70.0 -110.0 +70.0 -110.0 S Shortest 111,377- 12516 +70.0 410.0. +70.0 •110.0 +70,0 •110.0 +70.0 -110.0 t Tallest 33,208-37.536 +70-0 410.0 +70.0 -99.0 +70.0 -93.0 +70.0 -90.0 Q+ = Standard Cottage 26,517. 33,207 +70.0 •110.0 +70,0 •110.0 +70.0 -110.0 +70.0 -110.0 Equal -lice 23.517.26.516 +70.0 410.0 +70.0 -110;0 +70.0 -110.0 +70.0 -110.0 m 49.825 Custom Size 20.517'-23.516 +700 410,0 +70.0 -110.0 +70.0 410.0 +70,0 -110.0 Standard Preview 17.517. 20.516 470.0 410.0 +70.0 -110.0 +70.0 410-0 +7D-0 -110.0 Custom Size 14.517-17.516 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 Custom Size 12-517- 14.518 +70,0 410.0 +70.0 -110.0 +70.0 -150.0 +70.6 -110.0 Shortest 11,377- i2510 +700 -110.0 +70.0 -110.0 +70.0 -110.0 +70-0 -110.0 Tallest 38,617 - 41.644 +70,0 .110,Q +70.0 -110.0 +70.0 A10.0 +70.0 .110.0 Standard Cottage 31.517 - 30.516 +70.0 -110.0 +70.0 410,0 +70,0 41QD +70.0 -110.0 Equal -rite 20.617-31.516 +70.0 -110.0 +70.0 A10.0 +MO -110.0 +70.0 -110,0 Standard PrWear 23.517 - 28,516 +70.0 -110.0 +70.0 410.0 +70,0 410.0 +70.0 -110.0 62 Custom Size 2D.517: 23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 Custom Size 17.517-20.516 +70.0 410.0. +70.0 410.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517-17,518 +70.0 -110.0 +70.0 410,0 +70.0 -110.0 +70,0 4110.0 Custom Sizd 13017-14.516 t70,0 410.0 +70.0 -110.0 +70.0 410.0 +70.0 410.0 Shortest 11,864-13,43t1e +70,0 -110,0 +7D,0 -110.0 +70.0 •110.0 +70.0 •110.0 Tallest 39.517-41.644 -M,0 410.0 +70.0 -110.0 +70.0 410.0 +70,0 -11D.0 75 Custom Size 3&517- 39.516 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 .110.0 Equal-lite 35.517 - 38,610 +70.0 -110.0 +70.0 •110.0 +70.0 -110.0 470.0 410.0 Custom Size 32.517 - 35.518 +70.0 -110.0 +70.0 .110.0 +76.0 -110.0 +70.0 •110.0 Standard Prariew, 29,517- 32:516 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 Custom Size 20,517 - 29.510 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 +70.0 410.0 .Shortest 24.854 - 28.516. +70.0 410.0 +70,0 -110.0 +70.0 -110.0 +70.0 AlTo 64 Equ;af-lit r 38.517-41.644 +70.0 •110.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 Custom Size 35.517 - 3$516 1 +70.0 1 -11o.0 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 Standard Preview' 33,884 - 35 516 1 +70.0 410.0 +70.0 -110-0 1 +70,0 1 -110.0 +70.0 -110.0 01.78 Tallest 41,644 1 +79.0 1 -110.0 +70.0 -110:0 +70.0 -110.0 +70,0 -110.0 SEE TABLE 1-1, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. '" 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. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. Glass Type 138.14 Bbnom sash Description for given Rartge @ Window Height Shown Sash Height Range (In) z Design Pressure Ibsrft Refnf. Level 3 Window Buck Width (in) 18 24 32 136 40 46 1 52,125 64 235 Equal-lite 11.394 +70.0 -114.0 +70,0 -t10.0 +T0,0 -110.0 +70.0 •1t0:0 +70.0 •110.0 +70.0 -110,Q *70.0 •110.0 +7p,0 -110.0 Standard Cottage 14,517'.15.870. +70.0 •110.0 +70.0 .110.0 +70.0 -110,0 +70.0 -110.0 +70.0 -110,0 +70.0 410.0 470.0 410.0 +70-0 -110.0 28 Equal-Gte 11.583.14.518 +70.0 -110.0 +70.0 410.0 +70.0 410.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Prahew 11.377-11.582 +70.0 A IDA +70.0 410.0 +70.0 -110.0 +70.0 410.0 +70.0- .110.0 +70.0 -110,0 +70.0 -110.0 +70.0 •110,0 Tallest 23.517 - 25.286 +70,0 .110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 .110.0 +70.0 -110,0 +70.0 410.0 +70.0 -110.0 Standard Cottage 20958.23.516 +70,0 -110,0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70..0 410.0 +70.0 -11D:0 +70,0 -110.0 37.375 Equal4ile 17.517 - 20.957 +70.0 •110.0 +70.0 -110.0 +70.0 -110.0 +70.0 •110.0 +70.0 •110.0 +70.0 1 -110.0 +70,0 410,0 +70.0 •1D9.0 Standard Proa4ew, 14.617-17.616 +70,0 -1.10-0 +70,0 4.10.0 +70.0 -110.0 +70.0 •110.0 +10.0 -110.0 +70.0 410.0 +70,0 -110.0 +70.0 -110.0 Shortest 11.377-14.516 +70.0 410.0 +70.0 •110.0 +70.0 -110.0 +70.0 •110.0 1 +70.0 .110.0 +70,0' .110.0 +70.0 407.0 +70.0 .103.0 Tallest 27,583-31.011 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -t10.0 +70.o -99,0 +70,0 no +70.0 .90.0 Custom Size 26.517.27482 +70.0 -110.0 +70 0 -110.0 +70.0 -110.0 +70.0 .110:0 +70.0 .110.0 +MG -110.0 +70.0 -110.0 +70.0 -1 t0,0 Standard Cottage 23,517 - 26.516 +70.0. -110.0 +70.0 410.0 +70.0 410.0 +70 0 -110.0 +70,0 -110.0 +70.0 410.0 +70.0 410.0 +70.0 -110.0 44 Equal4ile 20.517-23,618 +70.0 -110.0 +70,0 410.0 .+70,0 -11D.0 +70.0 -110.0 470.0 -110,0 +70,0 -110.0 +70.0 -110,0 +70.0 -110.0 -Standard Preview 17.517 - 20.516 +70.0 410.0 +70.0 -110-0 1 +70,0 410.0 +70.0 -110.0 +70.0 410,0 1 +70.0 -iio.0 +70,0 -110.0 +70.0 -110.0 Custom Size 14.517-17.516 +70.0 410.0 +70.0 410.0 +70.0 -110.0 +70-0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +70,0 -110.0 Shortest 11.377.14.616 +70.0 -110.0 +70.0 410.0 +70.0 •110.0 +79.0 -11D.0 +70.0 -110.0 +70.0 -110.0 +70.0 407,0 +70.0 -103.0 Tallest 31.553-35.011 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70,0 -99,0 +70.0 -93.0 +70.0 -90.0 Standard Cottage 26.517 - 31.582 +70.0 •410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 •110.0 +70.0 410.0 +70:0 410.0 +70.0 -110.0 Equal -Eta 20.517.26.516 +70.0 .110.6 +70.0 -110.0 +70.0 -110.0 +70.0 -11D,0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110,o 48 StandardProKew 17.517 - 20.516 +70.0 -110,0 +70.0 •110.0 +7o,o -i10A +7o,0 -110.0 +70,0 410.0 +70.0 •110.0 +70.0 410.0 +70.0 -110.0 Custom Size 14.517-17.516 +70.0 410.0 +70.0 410.0 +70.0 -110.0 +70.0 -1'10.0 +70.0 -110.0 +70.0 -110.0 +70.0 410,0 +70,0 -110.0 Custom Size 12517-14,516 +70.0 -110.0 +711.0 410,0 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70,0 -110.0 +7D0 410.0 +7o.0 -11D.o c Shortest 11,377-12,516 +70.0 -110.0 +7D.Q -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 •110.0 +70.0 410.0 +70.0 4111.0 1 '+70.0 -110.0 c c a Tallest 33.208 - 37.536 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -99,0 +70.0 -no +70.0 -90.0 Standard Cottage 20.517.33,207 470.0 -110.0 +70.0 410.0 +70.0 -110-0 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 +70.o -11o.o +70.o -110.0 Equal•lits 23,517 - 26,510 +7D.0 .410.0 +70.0 -110.0 +70.0 .110,0 +70.0 .110,0 +70.0 •110.0 +70.0 -110.0 +76.0 410.0 +70.0 •110.0 m 49.625 Custom Size 20.5117. 23.516 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 � Standard Protiew 17.517.20.516 +70.0 •110.0 +70.0 -110,0 +70.0 -110,0 +70.0 -110.0 +70,0 -110,0 +70.0 -110,0 +70.0 410.0 +70.0 -110.0 Custom Size 14:517.17.516 +70.0. .110.0 +70,0 -110.0 +70.0 -110.0 '+70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +70,0 -110,0 Custom Size 12.517-14.516 +70.0 -410.0 +70.0 •110.0 +70.0 -110.4 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +7010 -110.0 Shortest 11.377-12-516 +70.0 -110.0 +70.0 -110.0 +.70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 4MO +70.0 410.0 +70.0 410.0 Tallest 36.517 - 41,644 470.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 •+70.0 410.0 +70.0 -105.7 Standard Cottage 31.517 - 36.516 +70.0 -110.0 +70.0 .110.0 +70.0 -110A +70.0 -110.0 +70.0 1.110.0 +70.0 -110-0 +70.0 -108.5 +70.0 -103.0 Equal -file 26.517-31.516 +70.0 -110,0 +70.0 -110.0 +70.0 •110.0 +70.0 •110,0 +70.0 -110.0 +70.0 -110.0 +70.0 407.9 +70.0 1.102.4 StandardPradiew 23,517 - 26.516 +70.0 .-110.0 +70.0 •110.0 ..+70,0 -110.0 +70,0 .110.0 +70.0 -110.0 +70,0 -110.0 +70.0 410.0 +70.0 -105.2 62 Custbnt.Size 20.517 - 23.516 +70.0 -110.D +70,0 -110.0 +70.0 -110.0 +70.0 410,0 t70,0 A10,0 +70.0 -110.0 +70.0 410.0 +70.0 -107,0 Custom Size 17,517 - 2D.516 +70.0 -110.0 +70.0 41-0.0 +70.0 -110A 4.70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -109.6 Custom Size 14.517-17.516 +70.0 -110.0 +70.0 -110.0 +70-0 -110.0 +70.0 -106.0 +70.0 -102,6 +70.0 -100.5 +70.6 -100.5 +70-0 -100,5 Custom Size 13.017-14,616 +70.0 .110.0 +70.0 -110.0 +70,0 406.2 +70.0 AMU +70,0 -97,1 +70.0 -94.4 +70.0 94.4 +70,0' -94.4 Shortest 11.864.13.016 +70,0 •110,0 +70.0 .110.0 +70.0 -102,6 +70,0 -97.0 -+70.0 -93.3 470.0 .90.1 +70.0 •90.0 +70,0 -90.0 Tallest 39.617.41.644 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 A01.5 +70.0 .96.0 Custom Size 38517=39.516 +70.0 -110.0 +70.0. -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 •110.0 +70.0 -110.0 +70-0 -101.7 +70.D -96,3 Equal -file 35.517 r 38.518 +70.0 •110.0 +70.0 410.0 +70.0 •110.0 +70.0 -110,0 +70.0 A10.0 +70.0 •110.0 +70.0' •100A +70.0 -95.0 75 Custom Size 32.517 - 35.518 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -11D.0 +70.0 -110.0 +70.0 .110.0 +70.0 400.7 +70.0 -95.2 Standard Prmniew 29517 - 32,516 +70,0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 -M.0 110A +70,0 -109.6 +70.0 •101.8 +70.0 -96.1 Custom Size 26.517 = 29.518 +70.0 -114,0 +70.0 410.0 +70.0 -107.9 +70.0 -1024 +70.0 .98.9 +70.0 -96A +70.0 -96A +70.0 -98.4 Shortest 24,864-28.516 +70.(j -1100 +70.0 -1t0.0 +70.0 -1o4.8 +70.0 -99.1 +70,0 . -95.4 +70.0 -924 +70.0 -924 +70,0 -924 Equal-lite 38.517-41.644 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 410.0 +70.0 -110,0 +70.0 .109.8 *70.0 -96.7 +MO •91.1 84 Custom Size 35517 = 38,518 +70.0 -110.0 +70.0 -110,0 +70.0 -107.0 +70.0 .102.4 +70.0 .9119 1 +70.0 -90.4 '+70.0 -96,4 +70,0 -91-6 Standard Pralaw 33.854.• 35.5111 +70.0 -110.0 +70.0 410,0 +70.0 -102,8 +70.0 -97.0 +70,0 •93.3 1 +70.13 .90.1 +70.0 -9D.0 +70.0 -90.0 91.78 Tallest I • . - 41.644 +70.0 -110.0 +70,0 r1 00-0 +70.0 .102.6 +70.0 -970 +70.0 -93.3 1 +70.0 1 -90.1 +70.0 -90.0 +70.0 -90,0 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. '+ MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 1 r (APPLIES TO ANY HEIGHT 91.78" OR LESS) 3) FOR SIZES NO! SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. YVA/ t10ErISr No, 5t3705 A lC'. SATE OF A. LYNIG MILL . P.E. RE.# 58705 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS. TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) SASH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Ex iratton Dater 7/30/2025 C) SASH HEIGHT CORRECTION. By AK - 03/10/20 Miam Dade Produc"o trot Description; Drown W. 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI N. VENICE, FL U275 _ (941MSO-1&M SINGLE HUNG WINDOW INSTALLATION - LM 105/1-5/15 Series/Modeh. Stare: 5heeL• Dfnwing No. Rew REGISTRATfON#29286 SH-5500 NTS 7 OF 13 MD-SH5500-01 C GLASS TYPES.9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL ® FIN FRAMES TABLE 9- FOR ANCHOR GROUP D, TABLE 10, SHEET 9 MAY BE USED. Anchor Quantities Required for "Through Anchor'GroupA AnchorGroup B Anchor Group C 10' Wide 24' Wide 32' Wide 3h Wtda 40" 4h1da 48' W de 52-fi0' W tla 10 Wide 24' W de 32' Wide 36' Wde 40'tMtla 48" Wide 52-118' W de 18 Wlde 24' Wide 32 Vyide 36 Wida 40' Vlde 46' Wlde 52-118' Wida -Frame" Installation Jamb Jamb Jamb Jamb Jamb 4i Jamb f .r a b 3i ¢ m Jamb m ¢ 'r o iG m Jamb Jamb Jamb Jamb Jamb $ Jamb Jamb Jamb Jamb ¢ m Jamb Jamb Jamb Jamb Jamb GlaosTypoe Rolnf. Low[ Bottom Sash Descdpoan for given Range Q Window Height Shorn Sash Height Range (m) tr ma t m a m ¢ I � m a o m > 8 ¢ a `m G> 'ai.$ m m ->' 8< a � m¢m¢m¢m f o' S S a T a md ¢ rz '5> ah.8 m ¢ t m a c�i<{5,6,788 m ¢ m ¢ 6 eGi!it m ¢ m ¢ m ¢ m 23.5 Equal-0file 11,394 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 t 2 2 1 2 2 1 2 2 1 2 2 1 2 1 ! 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Cottage 14,5t7-15,670 .1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 .2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 28 Equalaae 11.583-14.516 1 2 1 1 2 1 1 2. 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 A 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Proview 11,377-11,582 2 2 1 2 2 1 2 2 2 2 2 2 2 .2 2 2 2 2 2 '2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tritest 23.517.25.286 1 2 1 1 2 1' 1 2 2 1 2 2 1 2 2 1 2 2 1 3' 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 t 2 2 Standard Cottage 20.958-23.516 1 2. 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2� 1 2 2 1 2 2 1 2 2 1 2 2 37.375 Equal -lice 17.517-.20.957 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1. 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Pro%few 14,517.17.516 2 2 1 2 2 1 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •2 1 2 2 1 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 Shortest 11.377-14.516 2 2 1 2 2 .1 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 1 2 2 1 •2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 27.563 - 31.911 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 t 3 1 1 3 2 1 3 2 1 3 2 i 3 2 1 3 2 1 1 3 2 1 3 2 1 3 2 1 3 2 Custom Size 26.517-27-582 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard Cottage 23.517-26.516 2 3 1 2 3 1 2 3 2 2' 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 44 Equal -life 20.5t7-23.516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 '2 2 1• 2 2 1 2 2 2- 2 2 2 2 2 2 2 2 2 2 2 2 Standard Proview t7.517-20.516 2 2 1 2 2 i 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 Custom Size 14.517 - 17.616 3 2 1 3 2 '1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2. 3 2 2 3 2 2 3 2 2 3 2 2 '3 2 1 3 2 1 3 2 2 3 2 2. 3 2 '2 3 2 2 3 2 2 Shortest 11,37T-14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2- 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 -2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 31.583 - 35.911 1 3 1 1 3 1 1 '3 2 1 3 2 ! 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard Wtoge 26.St7-31.582 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Equat-file 20.617 - 26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 48 StandaAProview 17.517 - 20.516 3 2 1 3' 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 .2 2 3 2 2- Custom Size 14.517-17.616 3 2 1 3 2 1 3 2 2 3 2' 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 Custom Size 12.517-14.616 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 '3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 e Shortest 11.3T7-12.516 3- 2 1 3 2 1 3 2 •2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 Z 3 2 2 3 2 2 3' 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 V Tallest 33,208-37.536 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard Cottage 26.517-33.207 2. 3 1 2 3 1 2 3 2 2 3- 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 .2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 4 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 EquAahe 23.517-.26.516 2 3 1 2 3 1 2 3 .2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 m Custom Size 20.517 - 23,516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 49625 StandardProvletr 17.517=20,516' 3 2 1 3 2 A 3 2 2 3 2 2 3 2 2 3 2 '2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Sizd 14.517-17.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1. 3 .2 ! 3 2 2 3 2 2 3 2 2 1 2 2 �3 2 2 3 2 1 3 2 1 3 2 2 3 2 .2 3 2 '2 3 2 2 3 2 2 Custom Size 12.517-14,516 3 2 1 3 2 A 3 2 2 3 2 2 3 2 2 3 2 2' 3 2, 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2' 2 3 2 2 Shortest 11-377-12.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 .3 2 2 3 2 2 3 2 2 3 2 2 3- 2 2 Tallest 36..517-41.644 2 4 1 2 4 1 2 4 2 2 '4 2 2 4 2 '2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 -2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 Standard Cottage 3t.517-36.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 13 1 3 3 '2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 -2 3 3 2 3 3. 2 3 3 2 3 3 2 Egvalaite 26.517-31,516. 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2• 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Standard.ProVew 23.517-26-616 3 3 1 3 3 1 3 3 2 3 .3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 .3 1 3 3 2 3 3 2 3 3' 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 62 Custom Size 20,517-23.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2. 3 2 2 3 2 2 3 .2 1 3 2 1 3 2 2. 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 1 2 1 3 2 2 3 2 2 3 2 '2 3 2 2 3 2 2 Custom Size 17.517.20.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 .2 3 .Z 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14,517-17.516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 •2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2. Custom Site 13.017-14.516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2. 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 .4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Shortest 11.864-13.016 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 T�test 39.517-41.644 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2. 3 4 2 3 4 1 3 4 / •3 4 2 3 4 2 3 4 2 3 4. 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 J A 2 3 4 2 3 4 2 Custom Size 38.517.39.516 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 ! 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Equal4ite 35,517-38.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 .3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 75 Custom Size 32.517-35.St6 3 3 1 3 3 1 3 3 2 3 3 '2 3 3 2 3 3 '2- 3 3 2 3 3 i 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 StandardPro%iev 29.517-32516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 T 3 3 1 3 3 2 -3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 '2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Slze 26,517-29.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 .3 1 4 3 2 4 3 2 4 3 2 A 3 2 4 3 2 4 3 1 4 -4--3 3 1 4 3 2. 4 3 2 4 3 2 4 3 2 A 3 2 Shortest 25.516-26.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 1 4 3 2 4 3 2 4- 3 2 4 3 2 '4 3 2 Equai4ite 39.517-41.644 3 4 1 3 41 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 1 3 4 t 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 Z 3 4 2 3 4 2 3 A 2 84 Custom Size 35.517-36,516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 •2 4 4 3 4 3 1 4 3ri4 4 3, 2 4 3 2 4 3 2 4 3. 2 A 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 Standard Pmvew 33 818-35.516 4 3 i 4 3 ! 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 4 3 2 4 J 2 4 3 2 4 3 2 4 3 2 A 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 91.76 Tallest •` 41.644 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 3 4 d 1 4 4 4 4 2 4 4 2 4 4 2 4 4 2 4 4 Z 4 4 1 4 4 1 4 4 2 A 4 2 4• 4 2 4 4 2 4 4 2' SEE TABLE 4, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91.78" OR LESS) NOTES: 1) USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED ...... :..."TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE -MAX. ANCHOR O.C. SPACING .......... "TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE.BUCK. "MR" = MEETING RAIL: 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2A 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. j' •f / .�~ oGE/vS l� .. r. No, 5ri705 - 5 A�� �� OF NAL A. LYNIY W-LVR,'P.E. P.E.# 58705 C I T111 :kek TIA 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)450-1600 REGISTRATION #29296 Revision: Max. Anchor O.C. Spacing for Anchor. Group E Anchor Group F "integral Fin" Installation 4' C) NO CHANGES THIS SHEET. AK.-- 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date: 7/30/2025 By: MiamL Dade Produ,"oirlitrol Descrlplion: urolvn cry: ANCHOR QUANTITY TABLE J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 /Model: Scale: neat.DraNo. Rev: SH-5500 NTS 8 OF 13 IM'Dg-SH5500-01 IC TABLE 10: Anchor Quantities Required for "Through -Frame" Installation Anchor Group B Alicia Group c Anchor Group D 18' Wide 2,r Wida 32' Wide 36' Wide 40' Wide 48' iMda 52-118• Wide 1S Wide 24-Wde 32' Wide 36 Wide 4P Wda 48' Wide 52.118' Wide 1S ode 24' Wde 32' Wide 3S Wide 40' Wide 48' Wdde 52-118' Wide Jamb 2 Jamb ffi y` id = Jemb ;, 2 Jamb ' ' $ S Jamb zi Jamb 41 Jamb d Jamb m Jamb is Z Jamb a z Jemb b Jamb Id Jamb a Jamb Jamb m o_ rr a m IS Jamb v Jamb 11 Jamb >d Jamb a1 Jamb 5d Jamb GlaeeTipas 5, 7 & 8 Laval Bottom Sash Descr( tion far hen P 9 Range Wndax Height Shawn Swh Het ht 9 Rwrge fm) m ¢ a i > ti m m $ ¢ d: m a: m S a a _6 m 1>• m a ¢ m d m a m ¢ z ++ m a mxx;Ra1n1- ¢ m 6 o mm z a rr a m x ¢ z nam n: ¢ .b a: z ¢ rr Ta2:Mr: ¢ a m n: ¢ rc m ¢ m o_ ¢ '¢ m ¢ rc bma`a m aa6, aR2 a m 23.5 EquaWle 11.394 1 2 ! 1 2 1 1 2 2 1 2 2 1 Z 2 1 2 2 1 2 2 1 2 1 1 2 1 ! 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Cottage 14,517-15.870 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 ! 2 2 1 2 2 ! 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 28 EqualAte 41.583-14.516 1 2 ! 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 Z 2 1 2 1 1. 2 1 1 2 2 1 2 2 1 2. 2 1 2 2 1 2 2 1 2 1 1 2 1 1 '2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard PicAew 11.377-11,5B2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2.2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 ToBest 23.617 - 25.286 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 7 2 2 1 3 2 1 3- 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 t 2 2 1 2 2 Standard Cottage 20.958-23.516 1 2 1 1 2 1 1 .2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 •1 2 2 1 2. 2 1 3 2 1 2 i 1 2 1 1 2 2 1 2 2 1 2 2 ! 2 2 1 2 2 37.375 Equ;1411e 17,517-20,957 2 2 1 2 2 1 2: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2. 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 :2 2 2 2 2 2 Standard PfWevr 14.517- 17.616 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2• 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. S.Wiest 11,377-14.516 2 2 1 2 .2 1 2 2 2 2 2 '2 2 2 2 2. 2 2 2' 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 .2 2 .2 2 2 '2 2 2 2 2 2 Tallest 27.583-31,911 1 3 1 t 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 .1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 t 3 2 1 3 2 1 3 2 1 3 2 Custom Size 26.517-27.582 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 •2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 .2 2 3 2 Standard Cottage 23,517-26,516 2 3 1 2 3- 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 -2 2 3 2 2 3 1 2 3 1 2 3 2 2 -3 2 '2 3 2 2 3 2 2 3 2 44 Egrial{de 20.517-23.516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2- 2 2 2 2 2 2 2 3 2 2 2 1 '2 2 1 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 Standard PWew 17.517-20.516 2 2 1 2 '2 1 2 2 2 '2 2 2 2 *2 2 2 2 2 2 2 2 2 2 1 2 2' 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2. Custom Size 14,517-17,516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2. 2 3 2 1 3 2 1 3 2 2 3 2 2 3' 2 2 3 2 2 3 2 2 -Shodest 11.377-14.516 3 2 1 3 2 1 3 2 2 '3 2 •2 3 2 2 •3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 31.583-35.911 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 '1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 i 3 2 1 3 2 1 3 2 1 3 2 Standard Cottage 26617.31.582 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 �2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 *2 3 2 2 3 2 2 3 2. 2 3 2 2 3 2 Equal-lite 20.51T-26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 48 StandardPralew 17.517-20.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3- 2 1 3 2• 2 3 2 2 3 2 2 3 2 2 3 Z 2 Custom Size 14:517-17.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 .2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 .3 2 2 3 2 2 3 2 2 Custom Size 12617-14.516 3 2 1 3 2 1 3 2 2 3 2. 2 3 2 2 3 2 2 3 2 2 3 2 1. 3 2 1 3 *2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 .1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 V Shortest 11;377-12,b16 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 23 2 2 3 2 1 3 2 1 3 2 2 3 2 2 '3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 Z 2 Tallest 33.208 - 37.536 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard Cottage 26.517-33.207 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2. 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2' 2 3 2 Equalaite 23.517-25.516 2 3 1 2- 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3. 2 2 3 1 2 3 1 2 .3 2 2 3 2 2 3 2 2 3 2 2 3 2 as = 49,b'25 custom Size 20r.517.23.516 3 2 1 3 2 1 *3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 2 1 3 2 1 •3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 StandardPrwiew 17.617 - 20,516 3 2 1 3' 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2. 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 CuslomSize -14.517 - 17.516 3 2 1 3 2 1 3 2 2 3' 2 2 3 2 2 3 2 2 3 2 2. .3 2 1 3 2 1. 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 *3 2 1 3 2 1 3 2 2 3 2 2 .3 2 2 3 2 2 3 2 2 Custom Size t2517-14.516 3 2 1 3 2 1 3 2 2 3 2 2. 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2. 2 3 2 2 Shortest 11.377 - 12,516 3 2 1 3 .2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 36.517-41.644 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 •2 4 2 2 4 2 2 4 1' 2' 4 '1 2 4 2 2 4 2 2 4• 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 Standard Cottage 31.517 - 36:516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 '3 3 2 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Equal -file 26.517-31.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 '3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3. 3 2 3 3 2 3 3 2. 3 3 2 StudentPrcriew 23:517-26.515 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 '2 7 3 2 3 3 3 3 3 1 3 3 1 3 3 Z 3 3 2 3 3 2 3 3 2 3 3 2 62 Custom Size 20517'-23.5t6 3 2 1 3. 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 17,517-20.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14.617-17,516 4 2 1 4 2 1 4, 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 i 4 2 2 4 2 2 4 2 3 4 2 1 4 '2 1 4 2 2 4 2 2 4 2 2 4 2. 2 4 2 2 custom Size '13.017-•14.516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 k 2 2 4 2 2 4 2 1 4 2 1 a 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4. 2 2 4 2 2 4 2 2 A 2 2 Stionest 11,864-13,016 4 2 1 4 2 1 4 .2 2 4 2 '2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 .1 4 2 2 4 2 2• 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Tallest 39.517-41.644 3 4 1 3 4 1 '3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2- 3 4 2 Custom Size 38,517-39,516 3 4 1 3 4 t 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4' 1 3 4 1 3 4 2 3 4 2. 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Equal-0te 35.517-38.516 3 .3• 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 ! 3 3 t 3 3 2 3 3 2 3' 3 2 3 4 '2 3 4 3 3 3 1 3 3 t 3 3 2 3 3 23 3 2 3 3 2 3 3 2 75 Custom Size 32.517-35,516 3 3 1 3 •3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 StandardPrcdew 29.517-32.516 3 3 1 3 3 1 3 '3 2 3 3 •2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 26.517-29.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 .2 4 3 1 4 3 -1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 •3 2 4 3 2 4 3 2 4 3 2 4 3 2 Shortest 25,516.26.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 A 3 2 4 3 2 A 3 2 Equal41te 33.517-41,644 3 4 1 3 4 1 3 4 2 3. 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4. 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 84 Custom Size 35.517-38,516 .4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 43 2 4 3 2 4 3 2 4 4 2 4 4 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 0 2 4 3 2 StandardProtlew 33.818-35.5t6 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 4 3 4 3 1 4 3 1 4 3 2 a 3 2 4 3 2 4 3 2 4 3 2 91.78 Tamest '- 41.544 4 4 1 4 4 1 4 4 2' 4 4 2 4 4 2 4 4 2 4 4 2 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 44 3• 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2 SEE TABLES 5 & 6, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. MIN. SASH HEIGHT' = WINDOW BUCK HEIGHT- 50.136 (APPLIES TO ANY HEIGHT 91.78" OR LESS)' NOTES: 1) USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED ............. TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE "MAX. ANCHOR O.C. SPACING .......... " TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME' DIMENSIONS ARE BUCK. "MR"= MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP. TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, 5) REFER TO TABLES 2 S 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. ,L}}411hlltur ��•`'``��ly LYNNl��'f IrEN _No, 587pS _ {- 1 1- f �. > > >� P.E, 705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 }•480.1600 REGISTRATION 929296 Revision: Anchor �fax.AnchorO.C;Spacingfor Group "Integmi•Ftn" Installation S C) NO ,CHANGES THIS SHEET.. AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date;D7/30/2025 By: V r WF4- bra Miam Dade Product-9 +trol Descripfion: urawn t V. ANCHOR QUANTITY TABLE J ROSOWSKI rifle. Date: SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 r/Model: Scale: Sheet- Dratring Ha. Rev: SH-5500 NTS 9 OF 13 MD-SH5500-01 I C TABLE 11: Anchor Quantities Required for "Through•Frame" Installation Anchor Group B Anchor Group C Anchor Croup D 24' Wrde 3r Wide' 3i Wide 40' Wide 48' Wide 52-118' Wido 54' Wide 24' Wide 32' Wide .36 Wide 40' Wido 48' Yrrde 52.718' Wide 54' Wdc 24' �Yde 3r WQe 36' Wlde 40' Wide 48' Wide 52-115' 4Vfda S4' Wide Jtanh m a o 'i3 ¢ CO Jamb ro .iamb Jamb or or m a to ¢ m Jamb x m $ 3i ¢ m Jamb o > a .>r S 8 m S Jamb rr o $o> Q' d a m Jamb rr m g d ¢ m Jamb Jamb, Jamb v Jamb Jamb Jamb Jamb 0: _ m > $ o-i ¢ m x. Jamb Jamb x3 Jamb a= K m ai m r Jamb a' o: _ m{ ? d $ m ¢ m x Jamb $i Jamb x Ghas37ypos 9.16 Rolnf. Lever R3 Bottom Sash Dese Ilon lor hen dP 9 {range Wlndan Height Shown Sash Height 9 Range pal m > R ¢ cr >• 'i0 m a m $ ¢ m 8 m x rr m o ¢ rr m m ¢ ¢ a, m o .$ ¢ a: a m rr iS ¢ x u m o 8 a o d m v > $ a a b o m m K m a 0: '6 ar m K m K z b m m a: m $ m 23.5 Equelt4e 111394 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 t 2 2 1 2 1 t 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 Standard Cottage 14,517115,870 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 t 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 28 Equal -life 11.583-14.516 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 1 2 1 1 2 2 1 2 2 1 2 2 2 2 2 2 3. 2 2 3 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Preview 11.377-11.582 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 1 2. 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 Tallest 23.517 - 25,286 1 2 1 1 2 2 1 3 2 1 3 2 1 3 2 t 4 2 1 4 2 1 2 1 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 .2 1 1 2 2 1 2 '2 1 2 2 1 3 2 1 3 2 1 3 2 Standard Cottage 20.9513- 23.516 1 2 1 1. 2 2 1 2 2 1 -3 2 1 3 2 2 3 2 2 3 2 1 2. t 1 2 2. 1 3 2 1 3 2 2 3 2 2 4 2 2 4 2 1' 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 37.375 EgW-lite 17.617-20,957 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 -2 3 2 2 3 2 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 1 -2 2 2 2 2 2 2 2 2 2 2 2 2 -3 2 .2 3 2 Standard Prov[ew 14,617-17.516 rv11.377-14.518 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 0 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 2 '2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2• -3 2 2 3 2 2 1 2 2- 2 2 2 2 2 2 2 2 2 3 3 2 3 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 Tallest 27.583 - 31.911 1 3 1 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 2 1 4 2 1 4 2 1 4 2 1 *4 2 1 4 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1. 3 2 Custom Stze 26.517.27:682 2 3 '1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard Cottage 23.517-26.516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 3 2 4 3 2 3 1 2 3 2 '2 3 3 2 3 2 2 3 2 2 3 2 2 3 2 44. Equ"e, 20.517-23.516 2' 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 2.' 3 3 2 2. 1 2 2 2 2 3 '2 2 3 2 2 3 3 2 4 3 2 4 3 2 2 t 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 StendardProvtew ~ 17.517-20;516 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Custom Sae 14.517-17.516 3 2 f 3 2 '2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 .2 3 2 2 3 2 2 3 2- 3 Shortest 41.377-14:516 3 2 1 3 2 2 3 2 2 3 2 2 $. 2 3 3 2 3 3 2 3 3 2 t 3 2 2 3 2 2 3 2 2 3 '2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 31.503.35.911 1 3 1 1 3 •2 t 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 4 2 1 4 2 1 4 -2, 1 5 2 1 5 2 1 5 2 t 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard College 26,517 - 31.582 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 4 2 2 4 2 2 5 3 2 5 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 Equal -tale 20.517.26.516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 3 1 2 3 2 2 3 2 2 3 2 3 4 3 3 '4 3 3 4 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 48 StandardPnMew 17.517720,616 3 2 1 3 2 2 3 2 2 3 2 2 .3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3' 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 3 3 Custom Sae 14.517-17.516 3 2 f 3' 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Custom Sae 12.517-14.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2. 3 3 2 1 3 2 2 3 2 2. 3 2 2 3 2 3 4 3 4 4 3 4 3 2 1 3 2 2 3 2 2 3 2. 2 3 2 2 3 2 3 3 2 3 o Shortest 11,377-12516 3 2 f 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 4 2 4 4 2 4 3 2 1 3 2 '2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 V Tallest 33.2p8-31,536 1 3 1 1 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 4 2 1 4 2 1 4 2 1 .5 2 1 5 2 1.5 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 xm Standard Cottage 26.517-33.207 2 3 1 2 3 2 2 3 2 2 r 4 2 2 4 2 2 4 3 2 5 3 2 3 1 '2 3 2 2 4 2 2 4 -2 2 5 3 2 5 3 2 5 3 2 3 1 2 3 2 2 3 2 2 -3 2 2 3 2 2- 4 2 2 4 2 Equal bte 23.517=26.51fi 2 -3 1 2 3 2 2 3. 2 2• 3 2 2 3 2 2 4 3 2 4 3 2 3 1 2 .3 2 2 3 2 2 3 2 2 4 3 3 4 3 3 4 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 m 49.625 Custom Sae 20.517-23.516 3 2 1 3 2 2 3 2 -2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 -3 ' 2 1 3 2 2 3 2 2 3 2 2 3 3 2 3 3 2 3 3 3 Standard Pmv{en a 17,517 -20 St6 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 t 3 _. 2 2 -• 3 2 2 3 3 2 3 .3 3 3 3 3 3 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 Custom Sae 14.517.17.515 3 2 1 3 2 2 3 '2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2• 3 2 2 3 2 2 3 3 3 4 3 4 4 3 4 3 2 1 3 2 2' 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Custom Size 12.517-14,516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 2 3 4 3 4 4 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Shortest 11.377-12.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 4 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 2 3 4' 2 4 4 2 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 36.517-41,644 2 4 1 2 4 2 2 4 2 2 .4 2 2 5 2 2 5 3 2 5 3- 2 4 1 2 4 2 2 4 2 2 5• 2 2 6 3 3 6 3 2 6 3 2 4 1 2 4 2 2 4 2 2 4 2 2 4 -2 2 4 2 2- 4 -2 StandardCdtage 31.517-36.516 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 5 3 3 5 3 3 3 t 3 4 2 '3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 4 2 Equal -lice M517-31.616 3 3 1 3' 3 -2 3 3 2 3 3 2 3 4 3 3 4 3 3 4 3 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 5 4 3 5 4 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 Standard Proview 23.517 - 26.516 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 3 1 3 3 2 3 3 2 3 3 3 4 4 3 4 4 4 4 4 4 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 .3' 3 3 3 3 62 Custom Size' 20.517-23.516 3 2 1 3 2 2 3 2 2 3 3 2 4 3 3 4 3 3 4 3 3 3 2 t 3 2 2 3 3 2 4 3 3 4 3 3 4 4 4 4 4 4 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 custom Size 17.511-20.516 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 4 3 3 4 3 4 3 2 1 3 2 2 4 2 2 4 3 3 4 3 3 5 3 4 5 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 Custom Size 14.517-17.516 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 3 3 4 2 1 4 2 2 4 2 2 4 2 2 4 3 3 5 3 4 6 3 4 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 Custom Size 13,017-14.516 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 4 2 1 4 2 2 4' 2 2 4 2 2 4 2 3 4 2 3 5 2 4 4 2 t 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 Shortest 11.864 - 13.016 4 2 t 4' 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3. 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 5 2 4 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 Tallest 39,517-41.644. 3 4 1 3 4 2 3 4 2 3 4 2 3 6 3 3 5 3 3 5 3 3 4 1 3 4. 2 3 4 2 3 5 2 3 6 3 3 6 3 3 6 3 3 4 1 3 4 2 3 4 2' 3 4 2 3 4 2 3 4 3 3 4 2 C410m.Size 38.517-39.516 3 4 1 3 4 2 3 4 2 3 4 2 3 6 3 3 5 3 3 5 3 3 4 1 3 4 2 3 4 2. 3 5 •3 3 5 3 3 5 3 3 .5 3 3 4' 1 3 4 2 3 4• 2 3 4 2 3 4 2 3 4 3- 3. 4 3 Equal 14e 35.5t7-38.5t6 3 3 1 3 3 Z 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 3 1 3 4 2 3 4 2 3 5 3 4 5 3 4' 5 3 4 5 3 3 3 1 3 3 2 3 3 2 3 3 2. 3 4 2 3 4 3 3 b 3 75 Custom Size 32,517-35.516 3 3 1 3 3 2 3 3 2 3 4 2 4 4 3 4 4 3 3 4 3 3 3 1 3 3 2 3 4 2 4 4 3 4 5 3 4 5 4 4 5 4 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 3 4 3 3 4 3 Standard PmvlW 29.517-32.516 3 3 t 3 3 2 3 3 2 4 3 2 4 d 3 4 4 3 4 4 3 3 3 1 3 3 2 4 4 2 4 4 3 4 5 3 4 5 4 4 5 4 3 ,3 1 3 3 2 3 3 2 3 3 ,2 3 3 3 3 •3 3 3 3 3 Custom Sae 26.517-29,516 4 3 1 4 3 2 4 3 2 4 '3 2 4 3 3 4 4 3 4 4 3 4 3 1 4 3 2 4 3 2 4 3 2 4 4, 3 5 4 4 5 4 4 4. 3 1 4 3 2 4 3 2 4 Shortest 25.516-26.516 4 3 1 4 3 2 4 3 2 4 $ 2 4 3 3 4 3 3 4 3 3 4 3 3 2 4 3 2 4 3 3 4 4 3 C. 4 4 4 '3 1 •4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 Equal -life 38.517-41.644 3 4 1 3 4 2 3 4 2 4 4 2 4 5 3 4 5 $ 4 5 3V34 4 2 4 5 3 4 6 3 4 5 3 4 5 3 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 '4 3 3 4 3 84 Custom Sae 35.517 - 38 M 4 3 t 4' 3 2 4 3 2 4' 4 2 A 4 3 4 5 3 4 4 3 IS 4 2• 4 4 2 4 5 3 5 5 4 4 5 4' 4 3 t 4 3 2 4 3 2' 4 3 2 4 3 2 4 4 3 4 4 3 Standard Pmvtew 33.818-35.516 4 3 1 4 3 •2 4 3 2 4 3 2 4 a 3 4 4 3 4 4 3 3 2 4 4 2 42 4 3 2 4 3 2 4 3 2 4 3 3 91.78 Taltel:t -- 41.644 4 4 1 4 4 2 4 4 2 44 2 a 4 3 4 5 3 4 5 3 4 2 4 4 2 4 5 3 4• 5 3 5 5 4 4 4 1 4 4 2 4 4 2. 4 4 2 4 4 2 4 4 2 4 4 3 SEE TABLES 7 & 8, SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. " MIN. SASH HEIGHT = WINDOW BUCK HEIGHT-.501136 (APPLIES TO ANY HEIGHT 91.18" OR LESS) NOTES: 1) FRAME DIMENSIONS ARE BUCK. "MR" = MEETING RAIL. 2) FOR. SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) REFER TO TABLES 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. `\11..,.rr717 �L.LY LYA,,4/ 1'f� No.53705 � f S ,ai A.LYA1NilyI1� P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL M276 (941}4 1600 C) NO CHANGES THIS SHEET. AK - 03/10/20 GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL ® FIN FRAMES PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date:.-07/30/2025 By: Vr Miam Dade Product-9 trol Description: Diann By.• ANCHOR QUANTITY TABLE J ROSOWSKI rifle: Date., SINGLE HUNG. WINDOW INSTALLATION - LM 05/15/15 SH-5500 I NTS I 10 OF 13 1 MD-SH5500-01 I C .065" - 3.500" -- �-i �- .062" 1.483" J-CHANNEL FRAME HEAD/JAMB .625" F OFLANGE FRAME HEAD/JAMB 3,500" .062" FIN FRAME HEADMAMB OEQUAL LEG FRAME HEAD/JAMB 3" .070" .060- 715" --•^� 1.185" OLIGHT SASH 23 REINFORCEMENT 1:184" �- �- .07.0" .810" F3.I- .15v, I 25 HD SASH O REINFORCEMENT 3.483" - -•-� 070" --► { �- 41.182" �-- 3.483" �{ 3.483" -� 1483" ► � .070" ��- :062".062" •062 .062" .791" vi 1.041" 130" D 2.444" !-j 1.331" }-o- 13 " 2.444 " 2.444' D � � 40 f -r a2.444" STANDARD HD ME . ETING 26 MEEfING.RAIL 27 REINFORCEMENT NT �c�o o REINFORCEMENT o ❑ a . �roo ��oo a �❑ "U " .625 5 J-CHANNEL '625 1.375' FRAME SILL T i 1.872" -► 1.630" FIXED i4 MEETING RAIL .864" [�j .175" i LAMI IG 72 BEADING -�-- 1.641" -I .065" 1.375" -► ( 1.000" [-.- 16 SASH RAIL .316" -1 ti do .754" .035"--�-��- OEXTRUDED 80 SCREEN FRAME 6 FLANGE FRAME SILL -�- .974" .035" ::� OBALANCE 17 COVER .300" 4 750" .025" --�= 81 ROLLED SCREEN FRAME 11 1.376" 355" .060" SASH STOP / 18 SCREW COVER 2.100" IT Ll .590" �.070" 19 LIFT RAIL INTERLOCK OEQUAL LEG FRAME SILL 2.176" .471" .050" LIFT RAIL 20 INTERLOCK COVER jW111111 o�,V MV11 f <w No. 53 7 05 dti•• iT•F OF : • A. LYNN MILLER, P.E. P.E# 58705 1.472" .590" .070" a21 BEVELED INTERLOCK 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-1600 REGISTRATION #29296 1.565" .347" .050" 0BEVELED 22 INTERLOCK COVER C) NO CHANGES THIS SHEET - AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date: 7/30/2025 By: J Miam Dade Produc" �trol A"CdPtTon: unavm try: WINDOW EXTRUSIONS J ROSOWSKI rrtre: Me. - SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 /ModeF Score: sheet: Drmrrny No. IROC v: SH-�5500 NTS 11 OF 13 MD-SH5500-01 TARLF 19- 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 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC -18 620133 Sash StoplScrew Cover PVC 19 620156 Pull Rail Interlock 6005 T5 AI 20 62014.4 Pull Rail interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 At 22 620145 Beveled Interlock Cover PVC 23 620160 Light Sash Reinforcement 6063 T6 At 25 620152 HD Sash Reinforcement 6063 T6 At 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 30 .61644 Weatherstrip, .187" x .270" Fin Pile 31 6Q300 Weatherstrip, A90" x .300" Foam► Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPile 33 61825 Weatherstrip Plug, .220" Finseal 35 78X1MTTT #8 x V Ph. PH SDS (Interlock Mounting Screw) 36 78)GTHPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 41O SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 38 720210 Weep Hole Cover PVC 40 720XXXXX Constant Force Balance 41 #8 x 3/4" Ph. FH-SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nyton 44 78X114FPAX #8 x 1-114" Ph. FH SMS (Spiral Balance Screw) 410 SS Part # Description Material 76 Kommerling 4SG TPS Spacer System See this Sheet for 77 Quanex Super Spacet• nXr with Hot Melt Butyl 78 Quanex Duraseal Spacer Materials 79 Cardinal. XL Edge Spacer KtttKt:NL;t I t5 i Ktf'UK 1 S: r I L-611 1, WARS & t$!J(U TLRI F= 19 rnNT - Bill of Material, cont. # Part # Description Material 45 720197 Auto Lock Mechanism C:Steel 46 720198&9 Sweep Lock Cast Zinc 47 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76X118OPTX #6 x 1-1/8" Ph. FH SDS (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 420181 UR Beveled Tilt Latch Comer Key PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (Cornier Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tit Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tft 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 420188 Bottom Latch Strike Plate Cast Zmc 671 178586 #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 721 720135. Lami I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 75 71646N Setting Block. (7/4" x 1" x 1/9 ), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 1 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 83 1 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47041 Screen Comer Key without Pull Ring X 2 PVC 85 7CASPM Tension Spring SS 86 61816C48 IScreen Cloth Fiberglass 87 61635/61614 .140" Screen Spline (Machine/Hand'Roiled) Vinyl NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FORAAMA 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. STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. SILICONE STRUCTURAL SILICONE �-1/4" NOW FOAM WITH DESICCANT •EXT. GLASS �--.INT. GLASS HOT -MELT BUTYL 3/16" NOM. . GLASS 78 KODISPACE SUPER - 4SG TPS 77 SPACER® NXT7" ALUMINUM REINFORCEMENT POLYISO- 5/16" NOM:-�;- SEAL BUTYL & DESICCANT ROLL-F FOAM STAINLESS EXT. EXT. GLASS NT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL DURASEAL® XL EDGETm 78 SPACER 79. SPACER GLASS PRODUCT REVISED as complying with the Florida Building Code t1il111f� NOA-No. 20-0401.03 �,,:�f i� Revision:' Ex iration Date: 7/30/2025 A. ;`.���' ' `'� C) ADDED BACKBEDDING. B y. AK - 03/10/20 Miam_ Dade Produc*6o trot f : No, 537O5 I' • =- t'r ® De=dptfon: BILL OF MATERIAL (BOM) Dla1YR By: J ROSOWSK! 1070TECHNOLOGYDRIVE roc �✓` N. VENICE, FL 34275 Date. •'`Z ORIDi �� ` 1�; `�� (941}480-1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ` �C�` ` MIKE dries/Mode!: Scare: Shwt ' DrowtRg No, tier A. LYNN ILLER , P.E S H-5500. NTS 12 OF 13 M D-S H 5500-01 C P. E# REGISTRATION #2929s _ i �•. O ! 18 OPT. SWEEP LOCK 46 48 OPT..AUTO LOCK 47 s ! 20 57 OR 58 s s 48 o O I 51 OR 52 ! � 45 85 �. 1 55 OPT. PULL RAIL �- E i } 22 19 INTERLOCK & s ;tip 82 OR 84 \ COVER 56 i 87 s ! 86 `' •, i i i OPT. 1 BEVELED •- MITERED FRAME WITH s 21 INTERLOCK INTERIOR AND EXTERIOR 16 s j o O &COVER s S i FRAME WELDS 18 \ ` } `` i i 54 i 72 X4 = 16 80 ORS dT 14 O8P}-P`N� -- .-_ ~ f ' ; r` SCREEN A-�[AG��S�`� 49 60 OPT. PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS } ''�` 65 a 41'71 -- CONSTANT FORCE _ s 16 40 BALANCE ~� OR \: \ OPT. PULL 82 OR 83 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 67 . \ ..� 1 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR ASSEMBLY FRAME WELDS. s6 37 �_ 36 DETAILS ``• ' \, ..`�� EXTERIOR `\ 53 38 59 1 TO B E3 PRODUCT REVISED as complying with the Florida 1 Building Code -ttevistorr: NOA-No. 20-0401.03 FRAME • `` ASSEMBLY �' �`, '' DETAILS ` ., t�� ,� t �� �.����,��1' LyN!Z�''!,, C) NO CHANGES THIS SHEET. �'� L1GEPt,SF. •, �` 2 . ' AK - 03/10/20 Ex iration Date: 7/30/2025 By: GGL Miam -Dade Produc o trol ` .� s No. 5870fi EXTERIOR -Descriptton: Dmarn byc 1070TECHNOLOGYDRIVE EXPLODED ASSEMBLY J ROSOWSKI i+O�0 •4U N• VENICE, FL34276Dote: 11510E NOTES: \` '1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PARTS # 1 & 5.OTHER FRAME TYPES APPLY./01 • �� �L )R1Ll?• '• �'�` �s41>•aso-1600 SINGLE HUNG WINDOW INSTALLATION C�'s '' • . ;�` 1C� - LM 05/15/15 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & T. s ���\ //� t VAS- ��� Series/Model: Scate: Sheet. A. L1tNN1 P.E. $FI-550Q NTS i 3 OF 13 Dnvwtrtg No. Rev: MD-SH5500-0'! C 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. 5870t, P.E.# 58705 REGISTRATION #29296