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HomeMy WebLinkAboutNOA; Series DH-5560 PVC Double Hung WindowFile CoA 4 2_� (2 py 7 REVIEWE,��QR Me AMI•D�►DE CODE COI��IAUdE MIAMI-DADS COUNTY ST. LUCIE a PRODUCT CONTROL SECTION n t 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC O® R)l f1312 Miami, Florida 33175-2474 BOARD AND CODE ADMIIVISTRATTON DMSION vv (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/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 IIDH-5560" PVC Double Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05115115, with revision C dated 03/11/20, 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 renews and revises NOA # 17-0630.10 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 20-0401.06 MIAT9hbE CauN7Y Expiration Date: September 17, 2025 Approval Date: July 30, 2020 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under NOA # 17-0630.10 A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-081 Z 04) 2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5460 and series 5560 PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0812.04) 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 5560 PVC double hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8007, dated 04/28/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0812.04) Carlos M. Utrera P.E. Product Control Examiner NOA No. 20-0401.06 Expiration Date: September 17, 2025 Approval Date: July 30, 2020 E - 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 61 Edition (2017), dated 07/30/15 and updated on 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-081 Z 04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 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. 0 Carlos M. Utrera P.E. Product Control Examiner NOA No. 20-0401.06 Expiration Date: September 17, 2025 Approval Date: July 30, 2020 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tn Edition (2014) and FBC 611 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0812.04) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.09) G. OTHERS 1. Notice of Acceptance No. 16-0714.09, issued to PGT Industries, Inc. for their Series "DH-5560" PVC Double Hung Window - L.M.I." approved on 08/25/16 and expiring on 09/17/20. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.06 Expiration Date: September 17, 2025 Approval Date: July 30, 2020 E-3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New evidence submitted A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05115115, with revision C dated 03/11/20, 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 Dowsi1791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017) and FBC 71h Edition (2020), dated 03/13/20, 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). Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.06 Expiration Date: September 17, 2025 Approval Date: July 30, 2020 E-4 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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.17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 3. Notice of Acceptance No. 18-0122.02 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/23. 4. Notice of Acceptance No. 20-0203.03 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 04/16/25. 5. Notice of Acceptance No. 20-0203.04 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 04/16/25. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017) and FBC 71h Edition (2020), dated March 11, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 11, 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. 17-0630.10, issued to PGT Industries, Inc. for their Series "Double Hung Window Installation - LM" approved on 11/02/17 and expiring on 09/17/20. 0 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.06 Expiration Date: September 17, 2025 Approval Date: July 30, 2020 E-5 TABLE A:MAXIMUM O.C. SPACING DESIGN PRESSURE RATING IMPACT RATING 54MAX. BUCKWIDTH Glass Types AtrrneMeeting Rail VARIES LEVEL, SEE SHEET887 IMPACT RESISTANT 5-8 15.11Y B, SEE 30' MAX, O.C. 12! MAX. 54' MAX. BUCK WIDTH SHEETS 9 -18 12° 5Z-1/B° MAX BUCK WIDTH SEE SHEETS r t-t/a- A, SEE SHB, SEE EEP 3 30' MAX. O.C. -+ ,1Y MAX. `"�T 3 TOP SASH t _L 54' MAX BUCK WIDTH 4 SEE �— 8 & 9 j1 LIGHT WIDTH . B. SEE 30' MAX.O.C. ---12' MAX A, SEE 1Y MAX. ` TOP SHEET 3 SHEET 4 / BUCK / SHEETS / SPACED 1 ��SBLE HE[ HT SHEET3�j 1Y SEE TABLE ANCHORS L(GFTI• SEE TAB(•EA ! EQUALLY / _� PERTABLES I ! / HEIGHT EQUALLY / SEE TABLEA I / AN PER 8.11 SPACED f! TABLES aII X / X ANAN ABLES8 11 X I I 6Y X / BUCK T HEIGHT MAX. �— 10' MAX'IO.C. BUCK AB SHOWN X ^ 10"MAX. O.C. HEIGHT X .0- 1D'MAX O.C. X 11 - y HEIGHT I J( 4 ( lJ a OTTOM �.J/ 0—L 11 MAX.)MAX ) 13.807' MAX O.G BLE EQUALLY 13.80T MAX O.C. EQUALLY SASH 13.807° MAX. O.C. EQUALLYSPACED SPACED / 1 _� AN ORS LIVISGHT ANCHORSPSPACER / SHEETS J SEE ANCHORS PER PER TABLES 8 & 9 / C TABLES S-11 A 8.11 1 HEIGHT A TABLES &11 ( 1A 1 6-17 MAX 64W MAX 8.77 MAX B �J,NO ANCHORS AT SILL •�� } NOTCH DE; B NOANCBOTTOMHORSATSILL SASH VISIBLE NOTCH DETAILS, B NO ANCHORS AT SILL i NOTCH _ DETAILS, p 1-1/4° SEE SILL WEEP- \ I� SEE SILLWEFP• NOTCH DETALLS, SHEETS LIGHTWIDTH SHEET3 SHEETS SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL -CITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5560 IMPACT RESISTANT DOUBLE HUNG WINDOW 7T HEIGHT SEE TABLES 6.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING. CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES ......... ............. ........... _....__..1 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORN DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. ELEVATIONS ......................_.....-._..1 3) FOR MASONRY APPLICATIONS IN MWNI-DADE COUNTY. USE ONLY M WMI-DADE COUNTY APPROVED MASONRY ANCHOR& MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME. GLASS & ANCHOR OPTIONS._..------- .2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. INSTALLATION, FLANGE & EQUAL LEG830X-_3 4) ALL WOOD BUCKS LESS THAN 1-1f2°THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN 8,FCFUWNEL..4 !! DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADST.O THE STRUCTURE. WOOD BUCK DESIGN GLAZING DETAILS ................. ...... ............... _- 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) ORARCHITECTOF 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 ............. .................... .... 8-11 SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES...._...............„....„„.........12 6) 1/4• MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRINGAPPLIED LOADS. ASSEMBLY & PARTS LIST. ......_............._._. ..-._ 13-14 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. CODES /STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE THE 33-lrj% STRESS INCREASE HAS NO . ASTM E1300.09 BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THATCOME INTO CONTACT WIT . ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE . ALUMINUM DESIGN MANUAL, ADM-2015 PRODUCT REVISED 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 SIOD-16 as oanPiying with the Florida 10) REFERENCES: TEST REPORTS FTL-8006 & 6007, ELCO ULTRACON NOA; ELCO)DEWALT ULTRACON+; ELCOIDEWALT CRETEFLEX NCA; ELCOIDEWALTAGGRE-GATOR NOA; • AISC 360.16 NOA-No. 20-0401.06 g Code ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEUGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; I I NOA-No. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DESIGN MANUAL �� Y LYN 7�7i aeau�c Expiration Date 09/17/2025 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ���` �pN,...... N�� .,� C) UPDATED TO FBC 2020, USER INSTRUCTIONS: P��: • tXCENSF .��REVISED ANCHOR TYPE TABLE. MB",an,wade product Control 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. NO. 58705 AK - 03111 /20 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN =,�,�;MgIP7441 * _ ®Do —Wm Dram >'r PRESSURE FROM TABLES 4-7.ITMUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW �-D :v1-, 1070TmF01O1.OGYDRIVE GENERAL NOTES & ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1., y��R 4)DETERMINETHEANCHORQUANTITYFROMTABLES8-11.VERIFYTHEANCHORISUBSTRATEWiLLMEETREQUIREMENTS FOR �O � Tr#c Oahe YOUR OPENINGSS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. (8N)/BD1600 FS ' �O�!PP G��` DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. �i `S10 NAL ShmE �, Na � Rer. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAMETYPES (J-CHANN8- FLANGE, a LINE III 1 p E H 5560 NTS 1 OF 14 MD-DH5560-01 C INTEGRAL FIN OR EQUAL LEGl80X). P.E# 58705 FMGISTRAMON 029M Ta Pt = �- el t nurent e n ewe TVPC4 Glass Type Deception (Listed from Exterior to Interior) Design Pressure Table B I Shoet# 5 7/8• Laminated I.G.: 1/8' A Exterior Cap + 711W Air Space + 5/16' Laminated; (2) Lites of 1/S' A Glass with .090" PVB Intedayer 4,5 6 6 7/8• laminated I.G.: I W T Exterior Cep + 7116' Air Space + 5116' Laminated; (2) Utes ofl/8' A Glass v t .090" PVB Intedayer 4,5 6 7 7/8' Laminated LG.: 3/1S' A Exterior Cap + 3/8' Air Space + 6/16' Laminated; (2) Utes of 11W A Glass with .09W PVB Intedayer 4,5 6 8 7/6' Laminated LG.: 3/16' T Exterior Cap + 318' Air Space + 5116' Laminated; (2) Linea of 1/V A Glass with .090' PVB Intedayer 4,5 6- 9 7/8" Laminated I.G.: 1B' A Extedor Cap + 7116" AG Space + 5116" Laminated; (2) Utes of 1B' H Glass with .09tr SG Intedayer 6 7 10 7l8° Lannated I.G.: 1B• T Exterior Cap + 7116' Air Space + 5/18' Laminated; (2) Utes of 1/8' H Glass with .Ofm' SG intedeyer 6 7 11 7/9" Laminated LG.: 3/16° A Exterior Cap + 318• Air Space + 5116" laminated; (2) Liles of 11W H Glass with .09W SG Intedayer 6 7 12 7/8" Laminated LG.: 3/16' T Exterior Cap+ 3l8' Air Space + 5116' Laminated; (2) Lites of 1/8' H Glass with _09V SG Intedayer 6 7 13 7/8' Laminated LG.: 1/8' A Exterior Cap + 6116' Air Space + 7116' Laminated; (2) Lites of 3/16' A Glass with .090' SG Intedayer 7 7 14 7/8' Laminated I.G.: 1/8' T Exterior Cap + 5/16' Air Space + 7/16• Laminated; (2) Utes of W16' A Glass with .09U' SG Intedayer 7 7 15 7/8' Larinated LG.: 3/18" A Exterior Cap + 1/4+ Air Space + 7116' Laminated; (2) Lites of 311a' A Glass with .090' SG Intedayer 7 7 16 7/8' Laminated I.G.: 3116' T Exterior Cap+ 1/4' Air Space + 7/16' Laminated; (2) Lites of 3116' A Glass with .080" SG Intedayer 7 7 TABLE 2• ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge Distance MinAnchor Embadmene A R10 SMS (steel, 1841 S.S. cr410 S.S.) P.T. Bo ine (SG=0.55) 7/t 1.V8" Steel, A36' 3/8' 0.050' Stets Stud, A653 j $�1 n ) Aluminum, 6063-T5' 31T 0.050' 31118" steel Ultracon or Ultrawn+ P.T Soutflem Pate (SG-0_55) 7116' 13/a' Concrete (min. 3 ksi) 1• 1-818• 3/16' steel Ultracon Ungrouted CMU, (ASTM C00) 2-1Yd' 14W 3/18° steel Ultracon+ Ungrouted CMU. (ASTM Cam) 1• 1-1/4" B 1312 SMS (steel, I" S.S. or 410 S.S J P.T. Southern Pine (SG-0.65) 9/18' 1-31W Steel, A38' 31W 0.05Lt" Steel Stud, A653 Gr. 33' 318" 0.0451' (88 Ga.) Aluminum, 6063-W 31B" 0.087 1/4' steel Ultracon or Ultracon+ P.T. Southern Pare (SG=0.55) 1' I-T8' 1/4" steel Creteflex P.T. Southern Pine (SG--0.55) 1' 1-16' 1/4' steel Aggn+Galor P.T. Southern Pine (SG-0.55) I. 13/8' 1/4' steel Ulhacon Concrete (min. 2B5 ks) 1" 1-3w Ungiouted CMU, (ASTM C-90) 2-1/2' 14W C 1/4• steel Ultm=+ Concrete (min. 3 ksl) 13118' 1a/4• Ungrouted CMU, (ASTM C-W) 1' 14M 1/4' steel C reteflex Concrete (min 3.35 ksi) 1' ta/4• 114'steel Ultracon Concrete (min. 2-85 ksl) 2-1/T' 1314° 1/4' steel Ultmcon+ Concrete (min. 3 ksi) 2-1/2' 1W steel Ulttacon+ Ungmuied CMU, (ASTM C-90) 2-1r" 1-1/4' D i/4- steel Cmteflex Canerete (min. 3.35 ksi) 2-1/2" 1-&4' Ungiouted CMU, (ASTM G90) 2-1/2" 14/4' 1/4" steel Aggre•Gator Concrete min. 3.275 ksi 1-1/2' 1_N8 Grouted CMU, (ASTM C-80) 2" 2' TART F Z• AI 1 nWARi F ANrHnRR THRn11CH THE MTFC.RAI_ FIN Group Anchor Su Min. Edge' Min. Distance Embedment' E 2-t/2' x .131' Common Nall P.T. Southem Pine (SG-.55) 3re' 2-7116- 2-11r Rng•shank Roofing Nail P.T. Southern Pare (SG=.55) 318' 27110' P.T. Southern Pine (SG•.55) 11T 1-W r110Trtrsshead SMS Aluminum. 6063-W 3W 0.050• (steel, 18-8 S.S. Steel Stud, Gr. 33' 3/8• 0.0451' (18 Ga.) ar410 S.S.) Steel, A36' 3(8' 11 F P.T. Southern Pine (SCr.55) 9116, tire' tH2SMS Aitmdnum.6083-W aw cesr (steel, tea B.S. Steel stud. Gr. 33- 3B• 0.0wr or 4t0 S.S.) Steel, A36' 3B' 0.050' GLASS TYPES 5, 7, 9, 11. 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. v anw., OF 3 THREADS BEYOND THE METAL SUBSTRATE FOR STEEL STUDS. MIN. Fu--45 KSI & MIN. Fy-33 KSI. 'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEELSTUDS, MIN. Fu--45 KSI & MIN. Fy=33 KSL Frame Types (see Fig B) Glass Options (See Table 1) Frame Configs. (see Fig A) Installation Options that maybe used Flan ga (42) 5 -18 Equal -Late, & CCkitta Through the G tithe window...... into 2X Waod FremeJBuckstrip - sheet 3, option 1 Came ....into oncrete(C MU - sheet 3, option 2 ....through 1X Bucl®Mp into ConcreteJCMU -sheet 3, option 3 ....into Metal - sheet 3, option 4 Box / Equal -Leg (#4) 5 -16 EquaHAe. OdellProMew & Cottage Through the frame ofthe window .......... ... into 2X Wood FramelBuckstdp -sheet 3, option 1 ....into ConcretelCMU -sheet 3, option 2 through IX Buckstrip Into Concrete/CMU - shest 3, option 3 ....into Metal -sheet 3, option 4 5-8 Through the ral fin.......1-Channel69 into 2X Wood Fram i/Buckstrip - sheet 4, option 5 ....into Metal - sheet 4, option 7 4Equak�jte.int Through the Game ofthewindow...... ----Into 2X Wood Frame/Buckstdp - sheet 4, option 6 ,,,,Into Metal - sheet 4, option 8 Integral Fin gh the integral fin......intoMetal ....into 2X Weod Freme/Buckstdp- sheet 4, option 5 - sheet 4, option 7 through a me ofthe window ..... -... FmmrlBuckstrip -sheet 4, option 8 ,_,•into Metal -sheet 4, option 8 =nr-t to= A. coeee= rnmmpi ivennuc i� EOLIAL4JTE ORIEL COTTAGE Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksl lea Spew 60 list 95 ksi 410 Screw 90 ksi 110 ksi EICd0itWanAWeGst00 57list e6 ksi Elco 1.0traC010 165 ksi 177 ksl 3r16" DeWalt UtraCcrn+® 117 ksl 164 ksi 1W Dewah WraGo t+(D 410 SS EtcdDevralt CreteFlmtO 148 ksl 127.4 ksi 164 ksi 789.7 ksi 6053-T6 Aluminum 16 ksi ?2 kAI A36 Steel 35 ksi 59 ksi 33 Steel Stud 33 ksi 45 ksi Will toe R•t o"=7v Fir, 1 �� • II i ��_'�� •• LICENSLc X� i No. 587D5 SAT OF CVO: 1070 TECHNOLOGY DRIVE N.VENICE.FL34275 o' //f LYNN A ssr13-+ii P rf& n 1L5 RE,1 RECISTRAMDN� C) REVISED ANCHOR TYPE TABLE. AK - 03/11 /20 "A =ANNEALED 'H" = HEAT STRENGTHENED '1' = TEMPERED "PVB' = .090' TROSIFOLS PVB BY KURARAY AMERICA. INC. 'SG" = .09U' SENTRYGLASD INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED as eom ireng with the Florida Building ode NOA-No. 20-0401.06 Expiration Date09/1712025 BY Akiv- 7— Mlarni-Dade Product Control I GLASS/ANCHORS/FRAME OPTIONS I J ROSOWSKI HUNG WINDOW INSTALLATION - LM 105/15/15 DH-5560 LNTS 12 OF 14 1 MD-DH5560-01 I C INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EDGE DISTANCE ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. d EMBEDMENT FLANGE FRAME n �1 EDGE SHOWN II L DISTANCE VISIBLE r LIGHT HEIGHT u�r I 15 BUCK HEIGHT 50 EXTERIOR 30 a � VISIBLE 86 LIGHT HEIGHT (2) 1" INTERIOR WEEP NOTCHESAT 31 EACH END. L1/4"MAX TYP.ANCHORTYPE, SHIM EMBEDMENTAND TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET2. I�OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: I ANCHORO 3.55' FROM END AND AT CENTER FOR WINDOWS OVER 36' WIDE: ADD ADDITIONAL SCREWS @16-w FROM END. TESTED UNIT LOCATION: 6.5/8' FROM SASH END. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETFJCMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 16 1/4-MAXSHIM I VISIBLE 17 ••. EDGE LIGHT WIDTH �o a ------------- '. DISTANCE TOP SASH VISIBLE L—IL5 FLANGE LIGHT WIDTH oD I EQUAL FRAME 10 12 ILEGIBOX Np7Eg; SHOWN FRAME BUCK WIDTH SHOWN 1)USE ONLY HORIZONTAL SECTION A A 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. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-iPY 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 I-12' 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. EXTERIOR 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION I'L (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPENING) IS MEASURED FROM ANCHOREDTHROUGH BEADING TO BEADING. F E 1 M AL EQUAL-LEGIBOX u FRAME SHOWN 1/4' MAX SHIM o VISIBLE LIGHT FORMULAS VVEEPHOLE - -' ^:' ..,•.;. .•.". NO ANCHORS DTH @SASH: BUCK WIDTH-6-1r V/COVER,@ O "� " ° •9' .` . • • . ":• : . • .. �- REQUIRED IN FLANGE OR @ FIXED LIVE: BUCK WIDTH -7-12' 2.8T FROM . - e.. , „ a.; - EQUAL -LEG EACH END. FRAME SILLS HEIGHT (EQUAL -CITE) BUCK HEIGH1112-43/8' VERTICAL SECTION B-B 114' MAX. SHIM FLANGE FRAME SHOWN TYP. ANCHOR TYPE, - EMBEDMENT AND EDGE DISTANCE PER ' EDGE SUBSTRATE, • DISTANCE SEE TABLE 2, SHEET2. EXTERIOR V BADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 610 OR 812 STEEL - SELF-DRILUNG- SMS (GS), SEE TABLE 2, SHEET 2. RAM NTO ET ` \ONY LYtJNrL�� �•,� 1.ICEW,9,F. = No. 58705 10707ECH140LOGYDRIVE -)3 Zd /1/� N. VENICE, FL 34276 R OF (941)AB6.160D /ONAL E:\\:"� ` A. t{'FJN NAW, RE 1/4' MAX. SHIM �� D �c EQUAL LEGJ80X J�—�j FRAME UI_J SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL C) NO CHANGES THIS SHEET AK - 03/11/20 PRODUCT REVISED — as complying with the Florida BuHding Code NGA-No. 20-0401.06 Expiration Dnte0911712025 By Miam40ade Product Control FLAN E & EQUAL-LEG/BOX FRAMES I J ROSOWSKI (DOUBLE HUNG WINDOW INSTALLATION- LM 105/15/15 1 IbH-5560 I NTS 1 3 OF 14 1 MD-DH5560-01 I C INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES I INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INSTALLATION OPTION 5 EMBEDMENT INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS ANCHORED THROUGH INTEGRAL I+ EMBEDMENT FIN INTO 2X WOOD FRAME OR a• 114' MAX SLUM BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE SHEET. TYP. ANCHOR TYPE, ,I�HANNEL FRAME EMBEDMENT AND EDGE 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2, SHEET 2. BALANCE 0 44 TYPE BOTTO VARIES SASH 1 1/4° MAX SHIM EDGE PE, DISTANCE 42 WITH SASH WEIGHT FMBED ENTANHOR DEDGE DISTANCE DISTANCE PER SUBSTRATE, o _ 18 SEE TABLE 3, SHEET 2. (NAIL SHOWN) 01 VISIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR a B6 (2)1- INTERIOR WE NOTCHESAT EACH END. 2i X 12v WEEPHOLE 38 W/COVER @ 2.8T FROM EACH END. INTEGRAL FIN FRAME SHOWN VISIBLE LIGHT HEIGHT 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-W FROM END. TESTED UNIT LOCATION: 6-W FROM SASH END. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) 114° MAX NO ANCHORS REQUIRED IN FRAME SILL IF ANCHORING THROUGH THE FRAME INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WOOD —I EMBEDMENT FRAME OR BUCK STRIP. SEE VERTICAL SECTION D-[ NOTE 2, THIS SHEET_ EDGE INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. VISIBLE LIGHT WIDTH TOP SASH VISIBLE ,-CHANNEL g�o LIGHT WIDTH FRAME 87 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 1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-10 THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER.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 WIDTH @SASH: BUCK WIDTH - &12" @ FIXED LITE: BUCK WIDTH - 7-12- HEIGHT(EQUAL-LI E) BUCK HEIGHT2 -4-W 1/4' MAX. SHIM DISTANCE ALFIN FRAMESHOWN FRRAME INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL Ly s{ No.58705 �0 3A 32� •'•FZaRLDP•. •'GNZ ` ,,;r j0 NA,,L�`` T1EELN- A C{7(IIIINBLLER P.E. PF4Sf ng 114" MAX SHIM If EDGE DISTANCE EMBEDMENT I �h TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FM DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) EXTERIOR ID FBC COMPLUINT ALUMINUM/STEEL FRAMING OR STEEL STUD. / ALSO FOR DADE-APPRC S10 OR S12 STEEL -SELF-DRLLLING 1/4' MAX. SHIM SMS (G5), SEE TABLES 2 & 3,OF SHEET4. I—Ifr~1 FIN AND/OR FLANGE REMOVED INFIELD EXTERIOR INSTALLATION fvl OPTION 8 PRODUCT REVISED ae comp ng ANCHORED THROUGH FRAME INTO Building with the Florida METAL (INTEGRAL FINIFLANGE REMOVED) NOA-No. 204)401.06 PxViRIMIL Expiration Date0911712025 C) REVISED DADE MULLION �7f`�`,�, RIO . NOTE. M mi-Dade Product Control AK - 03/11/20 Orom g/" 1070TEq(NOLOGYLTRIVE JJ--CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI K VRWF, FL342T5 _ _ (1141}wo tsoD DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 DH-5560 I NTS 14 OF 14 I MD-DH5560-01 I C 5/16" A/A PVB 7/16" AIR SPACE— 118" A GLASS — aEXTERIOR 5/16" H/H SG — 7/16" AIR SPACE- 1/8" T GLASS - EXTERIOR 7/8' NOM. 7/6' NOM. 7/8' NOM. WNW. TV NOM. I I PVB 51 SPACE GLASS EXTERIOR 76-79 78 7B GLASS TYPE 5 7/8"^NOM. r GLASS TYPE 10 5/16" A/A PVB — 7/16" AIR SPACE- 116" T GLASS - aEXTERIOR I L;/N I I I GLASS TYPE 6 —�-{ 71W NOM. 5/16" H/H SG — 3/8" AIR SPACE- 3/16" A GLASS- ' ]EXTERIOR GLASS TYPE 11 NOM.GLASS 'GLASS TYPES 9THROUGH rE TYP• 16 MAY NOT BE USED WITH JZWNNEL OR • INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9,11,13 & 15 MAY NOT BE USED IN 5116" A/A PV13— 3/8" AIR SPACE- 3/16" A GLASS - aEXTERIOR 5/16" HPr 31W AIR 3/16" T al 7/16" A/A SG — 1/4" AIR SPACE- 3116" A GLASS- G]EXTERIOR GLASS TYPE 7 718- NOM. GLASS TYPE 12 7/8• NOM. 5/16" AIA 3/8" AIR 3116" T a GLASS TYPE 8 -1 71 .NOM. r 7/16" A!A SG 5/16" AIR SPACE- 1!8" A_ GLASS — EXTERIOR GLASS TYPE 13 71W NOM. 7116" A/A SG — 1/4" AIR SPACE- 3116" T GLASS- Gj EXTERIOR 16" H/H SG 7/16" AIR SPACE 1/8" A GLASS EX,ER10R a 7/16" A/A SG 5/16" AIR SPACE — 1/8" TGLASS- aEXTERIOR GLASS TYPE 9 GLASS TYPE 14 EX Co'. * = jLt f, ntrol TERIOR V 75 THEHVF2ABOVE30'. I V V II I I V 14 II I PRODUCT REVISED � GLASS TYPE 15 GLASS TYPE 16 B ;,d,o9 in e­Im the Florida 38 ,\Wl Ir/r Noa-No. 20.040.1.06 30 Expiration Date09/1712025 ��-""""•• C NO CHANGES THIS SHEET. AK - 03/11/20 eBiiaml-n Product No.567U5 ' - GLAZING NOTES: 'A -ANNEALED TYP. GLAZING DETAIL .H.=H�TsrREncrHEnED � �. �3 � �, 1o7oTEcroraoGYDRnrE GLAZING DRUM DETAILS J ROSOWSKI "i"=TEMPERED 0�.(�•.• �� N.V@BCE;FL3{276 'WVB'=.090"TROSIFOL®PVB BY KURARAY AMERICA, INC. ����5''•:c�ORf01'. •'•G�� (g{1N8016pp 7711x OoLx 'sG=.090'SENTRYGLAS®INTERLAYERBYKURARAYAMERICA,INC. L DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 ' FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET2 r l 1 r � 11 l 1 i % t` Salr/✓I(odat Scdc =� OuodmJ Na Rar. A. LYNN MILLERP.S.DH-5560 NTS 5 OF 14 MD-DH5560-01 C P.Ep 68705 REGISiTiATi0Vd928Q98 STRUCTURAL 1/4' NOM. XYISOBUMENE WITH DESICCANT EXT. GLASS 76 KODISPACE 4SG TPS INT. GLASS HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3116" NOM. WITH DESICCANT GLASS SUPER0 SPACERD NXT m INT. GLASS W16" NOM. BUM & DESICCANT DURASEALO EXT. GLASSAM 7a SPACER INT. GLASS POLYISO NT FILL AREA BUTYLENE5/16" NOM. SEAL LICONE SEAL ROLL -FORMED STAINLESS STEE 79 XL EDGE"`' ribrr.GLASS EXT. GLASSSPACER Part # Descrlptlon Material 76 Kommedmg 4SG TPS Spacer System 77 Quanex Super Spacer nXl• with Hot Melt Butyl See this Sheet for Materials 78 Quanex Duraseal Spacer 79 Cardinal M. Edge Spacer REFERENCE TEST REPORTS: F FL-5717, 8968 & 8970 TABLE 4: Glass+ypes: Design Pressure, Ibslfit +50.0 /-60.0 Relnfammva Lwe1: RI For a8 window & sash slzes per Table 8 SEE TABLE 8, SHEET 8 FOR ANCHOR GROUP AND QUANI TY 3M H 01welywr Design Pressure, fte 8,8,7&8 +65.0 / 70.0 Relnbmaenm Level: R2 Far a9 vdndw & sash sizes par Table 9 aec ,-, - a rvn ANCHOR GROUP AND QUANTITY. 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. BOTTOM SASH 3) FOR SIZES NOT SHOWN, ROUND HEIGHT UPTOTHENEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5-8 LEVEL R2 REINFORCEMENT & GLASS TYPES 5 8 (REINFORCEMENTS SHOWN IN FIGURES (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & ABOVE APPLY TO ALL FRAME TYPES & PRODUCT REVISED CONFIGURATIONS) CONFIGURATIONS) as complying with the Florida Building Code No"o. 20-0401.06 inur LYIt iv k .,V R^d'!mn C) NO CHANGES THIS SHEET. E+pimuo te09/1712025 OicEusF . << ` q,.. •.((� i AK - 03/11/20 By MlamWada Product Control x : No. 5B705 -^ �o=. 3q3 : x_ AtvN` SP CERS &DESIGN PRESSURE TABLES J ROSOWSKI •. �comoP.• ' ��'` N.vB'sCE, FLatzr6 mrs aatw �'+°^60D DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 0 tN�tA1t �E�G A LY�N FILLER, P.E �, s s�a.r DH-5560 NTS 6OF 14 as b y wa aev MD-DI-01 C P.E.ii58705 REGISTRATION92M m. 13Pr: ilau f6Waamml f.hm 13eCm18a10 00n Dma1pto01en Itmp@V dDw ".vt Slakn gog� S 1Q Wvd R0.) Final Des Piessum sne ) wOmseakx na.) NSZ125 24 EwA 11.%5 .70.0 4100 .70.01410.01.7010 -IOU 6hnd.d Ccdage 13,517. WIG +ma -110.0 +70.0 4"A 70.0 -10LO 25 Ew."w IIZV-13616 +HIO 410.0 470A 410.0 +70a -110A StmEad Pm&w 11256-11516 470.0 -110L0 +7110 415 .TOA 41aa T6fo1 23517-24.1191 .7aa -7IQO +TOD -11" +X0 700.0 SLnd=d CGWW 20.571_23510 +70.0 -110.0 +70.0 -1101 470A 410.0 37.376 Eq.W. 16CI9-20.516 +HI0 -i1QO +71La 410A 70.0 41110 .St-t.d Pmdaa 11.517-15A15 .700 -110.0 .m.0 210A 20.0 210.0 rah w 112071150 MA 410.0 .70.0 410A .10.0 -110A T01A 29517-31.518 +70.0 -1100 +71X0 •fo20 .TOD -1DIA Oetan One 24617•29518 a7a0 -170.0 .mD -170D +7a0 -1f0A SWd=dCwtago 21517-2&515 .tan -1100 +mA 410.0 +m.0 41Q0 44 EgmMe 2a617-23.510 +71a 41Q0 +m.0 •110.0 470.0 -110A 514na'.df+mlkw 10.018.2D.518 +7Q0 4100 +mA -110A 00.0 410A Cutml Sae t7.617-1&015 .70A -710.0 .m.0 -11010 +70.0 4W.D s� 11.2m-11516 +mo 410.0 +m.0 410.0 .7a0I Tal.t m617-3&ttl +HIO 41Q0 +m.0 -1100 +10D st dtl Cu%Ve 23.517-2a616 +70.0 4fa0 .m.0 -110A +TQO E,uKle 2QDtt-2MIS .70.0 -ita0 +M0 410.0 +70.0 48 S1m1dad PW4eW 18.016-20A18 iQ0 -HQO +7Q0 410.0 +m.0 ClBi mSae 146tt-1BA15 +70.0 410.0 .mA -110.0 .70.0 cman sae 1f.617-1451S a70.0 -11&0 .m.0 410A ;TOO SiAdeN tt206-175t5 +lag -110.0 .7ao -1tQ0 +m.0 w 3Q517-3&768 +70.0 -110.0 +70.0 41CA +m.0 . .Pg SWactudC00ap 27.617-3a618 470.0 -110.0 +mg 410.0 +70.0 410.0 �E m 49.625 Cfa[ 515 2A6TT•27.516 +TQO -IIQQ .mA 410A +70.0 410.0 EgA{Ae 21.5t7-24.516 .70.0 410.0 +70a -110D .70.0 •11a0 StammPWdN 1-11-21-1 .HIO 41. +70. 41. M. 40710 c ta. sae 14.517-1&015 470.0 110.0 +mA 410.0 +70.0 410.0 ldetaasi. 11.517-H518 +MO .110.0 .70A 410A +70A -110.0 SI.t.1 11.266-11510 +70o 410.0 .MA -11" +70.0 .110.0 St t,ftdCP p 34.517-38.767 a700 4IQ0 +1ao 4I0.0 .72.0 410A Caton SQa 32517-34516 +HIC -110.0 .mA 410A +R0 410.0 EaaW 29617-32615 70.0 4100 470A 410.0 470.0 4100 CmIWl S@e 26517.29.8Is .70.0 Alan .70.0 •71D.0 .70.0 410D 62 Stmtlmd PniMew 23517-25516 .70A -IIQ0 +mA -110A +mA -710A CulmlSae 21.015-23516 470.0 -110.0 +70.0 410.0 +70.0 410.0 Cm30D az0 1n016-Z-015 +70.0 -110o 70A -IM0 +7ao -10" Cuba Btre 14.51T-MIS ♦HIO 4tQ0 +7ao 410A +TUD -11Q0 semen 115H-14,5t8 +HIC Imo 70A -1ma 70.a -110.0 Tarot 3a517-41265 +7ao -Ila0 +Tao _110A +70.0 410.0 Eg3AW0 38.517-38516 .7Q0 410.0 70.0 .110.0 .m.0 .110.0 C161an sae 3451T-36615 +70.0 410.0 ♦700 41" *MO •71D.0 73 Catch Sae 32517-34.618 +700 .110.0 .mA •11" .70.0 410.0 Ctstaq Stm 30.617.32516 700 410.0 +10.0 40.0 470D -11a0 sfm6re0Pt.ba 2A617-30516 fX0 41Qo +MO 41" 70.0 410.0 Cut. Elm 2&517-28516 -MO -1160 .700 -112 +lag 410.0 Cutan Sa. 245H-265fe 7a0 410.0 .mA -110.0 ♦70.0 •110A Eq Me 41.255 +70.0 41a0 70.0 410.a +mA -1tu 54 Cahn Sae 3&517-H�5 .70.0 1411XD 1 +70.0 14i0.0 1 +70.0 41Q0 Culan SII. 356T7-M518 +7C0 4I0.0 +mA -11&0 +m.0 -II&0 BnMadPMi 33516.35.516 +7ao 41ao +7aa 410.0 4HIo -0tOD MIN. BOTTOM SASH HEIGHT = WINDOW BUCK HEIGHT-50.484 (APPLIES TO ANY HEIGHT 84.OR LESS). NOTES: 1) USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME 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 THETABLE. cm lTipn nmma m.w Imkm odt..Sa.h 0-te"a'"W""a P_6'c� ikid S.M. 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S1. 30.617-32618 +70.0 •116.0 +70.0 4100 4740 -11&0 +70,0 400A +70A -104.3 +700 •995 +70.0 9&7 .70.0 9TA staalad Pmde. 01517.30.518 70.0 •11" 70.0 410.0 .70.0 4M9 .700 9&0 +70.0 9&1 +70.0 94.7 .70.0 27.5 .70.0 927 Cutml She 28517-2&516 .7110 41ab +m.0 410.0 M.G. 979 +Mo - 2u .- 0 -811 +mA -9 a +0 m 46.9 +mA 937 C.Iw she 24110-21516 +no -110A .mD -f09A +760 919 +7Q0 995 +70.0 931 .70.0 90.1 .70.0 90.0 +70.0 410 @OaNM1e 41258 +m.0 -Tian +m.0 tIOD .m.0 ffi6 760 920 +70.0 90.2 +740 -fD.O +mA 90.0 +m0 9a0 M d61.m50e 3&517-4t265 +0.0 -110.0 +70.0 •Hag N0.0 4036 +7Q0 9D.0 .70.0 9&f .70.0 973 +70.0 921 .818 Oa4 Ceebwsae 355f7-m.518 +7a0 -110.0 9f.9 .7a0 4185 +mA -all +70D �.f +70.0 9Q0 +67.7 J79 Shn8.d1'l.iew Si51s-Is.618 +HIO •1100 7ao -f09A iQD 91b .M0 965 +MG 9}7 +70.0 9&f .m.o EOA +00 910 MIN. BOTTOM SASH HEIGHT= WINDOW BUCK HEIGHT-50.484 111 111 (APPLIES TO ANY HEIGHT 84" OR LESS). `�.��C.aY L..... No. 58705 1070TECHNOLOGY DRIVE SO . i�.' N VENICE FL34276 %�s•:F<ORIOP,.•'G���� (941).180.1600 ONAL A. LYYNN &L Fa P.E P.E#68705 REC49MTIGN92MB SASH I 1 � v U SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO FLANGE & BOXIEQUA4IEG FRAME TYPES ONLY. ALL CONFIGURATIONS APPLICABLE) GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITHJ-CHANNELOR PRODUCT REVISED INTEGRAL FIN FRAMES as con""I"ogg with the Florida Building C4Wo NOA-No. 20-0401.06 RerlWom Fxintruden Date08P1712025 C) CORRECTED MIN_ SASH By HEIGHT FORMULA. Mien+ ade Product oiitro AK - 03/11/20 07vinl By ANCHOR OR QUANTITY TABLE J ROSOWSKI rwx OUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 Sm7ris/Mod41tr" 54 S9etrE prcrLq Na RAr. DH-5560 NTS 7 OF 14 MD-DH5560-01 I C •ev vc ucvn M0000 0 Wool, "'d0MISM _00UHHUHHUHHU ��®aHnano,aHHannannonna"Ha©aaHaanHanna©no©Ha©"anaaHaa©na©Hanna©na©© annnnnaunanHaanaHHannnnnnnnaHn.annanna""anaaHaan"on"a©nanHonH annnnnannunnannanHanaanaan"aana"na""a"nanaaHaaHnannaHna"Han" ��aHaaHaanna""arena"HanHaHaanaanHanna"HaHHOHHanaa"oa©Hanna©na©Hann 0�"HanHann""©©®""n©©""©H"a.©Han""©H""HHono©nnnHa"©nnnn©"nHH©"n©©"" a©anHaan©aHH""HnH"nnnn"a,aHaa"on©";nnnn"©10113 m�"®o-""annQ©"©®""nnnn"o©"anna;nnnnn©""n©ono"nan�nnonH"nnn""©aHn©"" un"nnnunn©©","u"nHu ana'aaa'annaanaaHaanaannnnnnn.aananHannaa"a"nanaanaannaanoanaananu ""an©a.nnnnnn""H""nnan nun nnanaHnnnnn""aHn""naa"aonnnn"Hnan"anBun ��"©a"nnnnnnnnnnH"a©anH"aa"noonH"aa©nnnn""a""aa"na"©©©a"nnnnnnnnn O ■""anHaaHnnH"n""na"a"Hn"aaHaa"nnnH©"an"n©"""naaHa"n""""©"nnn"""" HHaHHaaH"n"area"n""HHHHna"nanan:unnnnna""""anHa"Hannnunuunnnnnnnn maHaa"an""nH"nnHn""auna"aa"an""'anHn""""n"""a"a"Ha"""©""nu©auna"" ■��©©an"a©"nnnon""a"©nH"©Han"anH"'a"nnH"©""""nnnn""o""©®nnnn©""",n"" p�"aa"aan©Hn©HnaHunn"©""aa;"aaODD"nnnaHnanODD"aaDAD©an©"""anODDODD "aa "na """ ©nHnnun""Hnn ODD urea nnn "a" ""n;""nnnn "uauua uno uuu nnn ��nuannanHnnunnuu""nnnnanaa"a;a"nnnn,nnn"nnnn"DADnuannnauuunnuua"nnun uuuu m�aaaauaOu©©aunuHnnun""nun©"a,nH"©nnnnnn"nnn""Ha©Hannnn"HnuuanHaau m��ommagan"a uuu uuuuuu uuHaHnuun uun n"auuu nnn ©uMann a"u aua auanunan" aHHu"a urea "n uu©aun nnn uaauaa.©""uauuaODD""©""aaaaann"nnnn"©"nuunu"aaunauan'nn"uan"unnun "aa;uaauannauununaun""DOD "aa nnnnnn non u©nnnn "aa "noun"nnn nH©unD Han ��aaa n©nnnn nnnnnnnnnnau aaa nnn na©naHnnn,©"nnn" ""nano nnn nn"nnnnnn ODD nuann©nnnn"nnnnnn" augaua nHn DUHaun;aan nnn an�nua nau H"" nnnnnn,ODD .-a"nanoarea"na"annnn"aaaa.nnaaa"nnn©an;a"nnn"anaaaannnaa"annnn".nnn ��aHaaHaannn"nnnHaana""anaaaaaH"aa""nnnn""nnanaa"ova"n""nHnannn"a ��a"aa"an"nnn"n""n""n""a"annan""o""n""na"on"n"nnnn"nnn""a"Hannan" v�©©ao"an"©©©"©"Hannnnnn"annanH"n"nnunn"nnn"anon"annnn""a"nnn©©"n ���anannano"aan©aHannaaHaaaanaaaHannoaHaannanaaaanaaaHnaHnnnaanaan m�aaanaannnnnnnaH"nnnannaaaaaaan."nnnanaannnHaaaa©ananaannnnannaan ��"nnnnnnnnn"annnnnannaHaaannnnnnnannnnannnaHHaannannHannnnn"nn;aan ���annnnnnnnnanaan©nnaaHaaannnnnnn""Han"aanananaanaaanaaQnanaaHaaa anau©a"nuaaHaauna"uaHana:ana©a",aannnnnnn©nHaaanaananaanaanan".na" m��aaaaaa,nnH"a"naH"n"na"nnoanannn,"nH�anna"naannaanann©""nannnaHnnn I1�I1I0�DuaDuU0u"nuns""nuua"u auaUUUUUUO"nln"ua""au" anaLluaOn"'Du"0""0"n0"" 0"aDUQa"" 0"" 0""DQua"" a"a area a"u Du" O"" 0DO D"" n"anaa0""i nn Du" unuun" OHa,ananH©0"Ha"nnnnO©©o"a0"a,OH©O""an©nH©O""O©ao©aoHnon",n©nn ��aaa;nnnnnnnaHnannnnnanaoaaaaaa"annnan,nonnannaanaa©anaaHn ua©unnun o uunuunnnnaaHnanaauHannnnDODHannnnDanna"nnnnnnnnnHanHanDODHannnn ��aaaaaoo"nanHaa"nanan"Dana"aonH'onnoan.aanannanaanaoa"nnHa""oa"aan ��aaaunaonnaananHnanaa" anaoaaoa"aaHvanaanaaaaaaoaaoanon"onHaanan". m�aaaaaa.o""oa©on"aa"onnonaoaao""an©on©anHa©"aaaonaon"on"on"on"o"" EMMIL�UUUUUUUUUUUUUUUUUUUUU aaa,anaaa"oaHas"va"aaHaoaaoaaonaaHoanao"Dan �a ooaooaoonoanvo"ao"aonnnano©uo"oo©va©oo"ao"ooaaaaaanoo"aonoonWin ���aaaan000noanoloHoanaaaooavoanonoan'na©annaaaaoaaaaoo©aa©aanaananH �" MIN. BOTTdM SASH HEIGHT= WINDOW BUCK HEIGHT-45.W2 • � -.__. (APPLIES TO ANY HEIGHT 86.338' OR LESS). NOTES: 1) USE THE ABOVE -ANCHOR QUANTITIES REQUIRED......._.' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME 2) USE THE ABOVE WAX ANCHOR O.C. SPACING -....-..-TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME D[MENSIONSARE.BUCK WR--MEETING RAIL 4) FOR BMW NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 5) REFER TO TABLES 2 & 3, SHEET FOR ANCHOR GROUP DESCRIPTIONS. LYNN�i 7r : NO.58705 "-�q :. 1070TECHNOLOGY DRIVE Q • S 4 {TT{{{AThEJ'OF 1jm N.V@OCEFL34V5 T '•. %C�s '•F�ORIDP,.• G�C�� (841}48D SW S `�� A. LYNtJ[Lt�t,WP.E C) ADDED MIN. SASH HEIGHT NOTE. AK - 03/11/20 ftmAndwr0.C.S W9 P8 GmigE Gm�F (Of111!lQt21FI11-InSfega9on 3S P PRODUCT REVISED as nding CCompodelying Bo with the Florida NOA-No. 20-0401.06 Expiration DateOgh1712025 By Miami -Dade Product Control I ANCHOR QUANTITY TABLE I J ROSOWSKI DOUBLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 NTS 1 8 OF 14 1 MD-DH5560-01 I C Bill of Material, coat # Part # Description Material 45 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast Zinc 47 720195&6 Auto Look'Cmw Assembly Cast Zinc 48 76XI18OPTX #6 x 1-1/9' Ph. FH SDS (Autc/Sweep Lock Screw) SS 49 720200 Auto and Sweep hock Keeper Cast Zinc 50 76)04PPTX #6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt latch Comer Key PVC 52 420182 UR IPull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 3/4' Ph. FH SDS (Phil Bar & tilt Latch Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1' Titt latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 59 420180 Pivot Bar Comer Key (rop & Bottom Sash) PVC 60 720206 Pivot Bar (Top & Bottom Sash) SS 61 7101f7102 Top Sash Tilt Latch (L&R) PVC 62 76X12FPTX #6 x 1/2" Ph. FH SDS (fop Sash Tilt Latch Screw) SS 63 720191 Sash Pull Handle (opt.) Cast Zinc 64 78)C34FPT 08 x 3W' Ph. FH SDS (Pull Handle Screw) SS 72 720135 LamL I.G. Bead PVC 74 Backbedding, GE T700 or Dow 791 or Dow 983 Silicone 751 71684&5 Setting Block (7/8' x 2° x 1/8°), 85 +/- 5 duto. EPDW- 801 61012 Extruded Screen Frame Alum 81 60775 Extruded Screen Spreader Bar Alum 82 7CKGL1321 Screen Comer Key for Extruded Frame PVC 83 72045 Extruded Screen Spreader Bar Clip Alum 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61635/61624 .140" Screen Spline (MachIne/Hand Rolled) Vinyl C) ADDED BACKBEDDING. AK - 03/11/20 BILL OF MATERIAL B (BOM) J ROSOWSKI DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 S"AslModee scorx wmt Ormdng nao. Rer. DH-5560 NTS 14 OF 14 MD-DH5560-01 C AITACHES TO BALANCI ��ulrrrr Q %1( LYggy ����`• ,ICEus� No, 58705 PRODUCT REVISED — �� (V '• 70T?E10F as comp19 Building odeng with the Florida BOA -No. 20-0401.06 (V` %�t�s'•• ORtOP,.•' ��` Expiration �''7is��)VRLrENG�� �Date0911712025 roduet LYP.E.aml-0ad A N�I� L eej Control P.E# 56705 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS 1070 TECHNOLOGY DRIVE N. VENICE, Fl. 34275 (941)480-1600 I'MononORMOR0308�0 N0U101"unumann H �o �m no unn"unnu In m m m n m 0 m m o .. 0 ®a>voa©aaa©'aa©a©>vo©©a©©o©aa©aa©©a©©as©aa©v©©oQaa©oa©©a©aa>vaa©©a©© o©00000©©o©Ivo©©o©©lo©oo©oo©ov©©A©oo©©o©®o©©o©oo©oo©©o©©o©©o©©o©© a©aa©oa©© ©o©oo©a,a Hunan, a©©a©©a©©o©oa©na©©a©©Q©©a©Qa©© n©oa©aa©©a©©o©©a©©n©I©la©aa©na©©n©©a©aa©©nn©naaa©aonQa©©a©©a©©ao© ©©n©©an©©©©©©©Q©©©©©©©©a©©a©©©©©©©a©©©©©©©ono©©o©©©©©©©©©©©©©©© ©©o©©oo©©©©A©wa©©©;©©©©©o©AnAuQ4l©©oA© SEE TABLE 5 SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE "MIN. BO716M SASH HEIGHT= WINDOW BUCK HEIGHT - 45.072 (APPLIES TO ANY HEIGHT 86.338- OR LESS). NOTES: 1) USE THE ABOVE ANCHOR QUANTTT/ES REQUIRED._.-. TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME 2) USE THE ABOVE IMAK 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 NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5)REFER TO TABLES 2 8 3. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. No.58705 OD 10M TECHNOLOGY DRIVE 0. 11 F N.VENM FL34275 �C�S''•F�ORiOP,.•• •��` (041)46D-1800 G� A�Ly ��N ,.�. A LYNNIt�III• • �R P.E. P.EY55705 REGIS7MTION 8 Max.AnchorQC. SPaCI1lp Aof 1-1 p(ypp •IntegraFFln' Institution �, PRODUCT REVISED " coml"t with the Florida Building Lode NOA-No. 20-0401.06 C) ADDED MIN. SASH HEIGHT Fspiratron Daee0911712025 NOTE. By Miami -Dade Product Control AK - 03/11 /20 Dann Br ANCHOR QUANTITY TABLE J ROSOWSKI DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 Saks/MoQek Soolz SfweE Oravtny Na Rer. DH-5560 NTS 9 OF 14 MD-DH5560-01 C 1 .625' }T I i .6226' I 3500' .063" D1.483" OEQUAL LEG FRAME .625' 4 HEAD I .625' U O FIANGE T 8 FRAME SILL 3.483" 3ABW 3.50D' 3.500' 3.5ff 3.500" �Ff- .o6z' � � .osr •--� --��- .osr .tt6r ��-- .067 �f--- .osr 2.444' D D 2a4a" ° o o 0 a� (� � D ,.483' � D ,.4a3- �] ,A83• 0 ,.4113• o 7, �;ME 1.375" O SIN ILL RAMS O EFRAME SILL • T O 1.375 O EFRAMB 62 10 5. �BGE FRAME 1.3I7s 11 FjAM12 EQUAL8LEG FRAME T i i �T t.215•2-i00.� r1.472. �1565' 1.376" yI 2.t78' .065- 1.3175" 1.3176' ,974' �-/I 1• .590" .�D' A71- .590' .050' 347' 1 1 .p3.r 0} 11 ��u .IIIOSSS70..���"'111��� .070 1.000"DH SASH -� 1.000' BALANCE .SASH STOP FT RAIL LIFTRAIL BEVELED BEVELED 15 KEEPER RAIL 16 SASH RAIL 17 COVER 18 SCREW COVER 79 INTERLOCK O INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER 1.849° .318' .175• PRODUCT mREVISED .754' 1.628 as eoplYle�g with the REVISED .05T Buiiding Code .0"0. 20-0401.06 .03s � .at1Y LYNA141/1� Itdrr N E�iratian Date09M7/2025 72 BEADING eo EXTRUDED SCREEN FRAME +a TOP SASH PULL `,� C) NO CHANGES THIS SHEET. O BEADING O O '�� L{GENg ��! i 13Y � .•- F''-;_!� y AK - 03/11/20 MIaa+FDade Product Control 1.185' -+{ t100• 4+ 1.185° = No. 58705 ® _ Br- Dm ' 1 * immaimQGymm WINDOW EXTRUSIONS ROSOWS.810' 71s --a KIz ss55 tu` &VENIMF.34M .oso• 060• %F`S; • FcosIDP ' �2� (941�1800 DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 O LIGHT SASH 24 STANDARD SASH IS ,S�ONAL ENG`� s rro�/ttoe�: sneer Dm.rng No. Nbr. REINFORCEMENT REINFORCEMENT REINFORCEMENT AL�ANNMOL,tP.E P Ei15HT05 REGSSTRA710111 t128?86 DH-5560 NTS 12 OF 14 MD-DH5560-01 C TART F 12- Bill of Material # Part # Description Material 1 620113 Frame Head -J-Channel PVC 2 620114 FrameHead- Flange PVC 3 620115 Frame Head -Fin PVC 4 620116 Frame Head - Equal Leg/Box PVC 5 620105 Frame SM - J-Channel PVC 6 620106 Frame SHI - Flange PVC 7 620107 Frame Sill -Fin PVC 8 620108 Frame Sill - Equal Leg/Box PVC 9 620109 Frame Jamb - J-Channel PVC 10 620110 Frame Jamb = Flange PVC 11 620111 Frame Jamb - Fin PVC 12 620112 Frame Jamb - Equal Leg/Box PVC 14 620171 Top Sash Pull (opt.) PVC 151 620140 lKeeper Rag PVC 16 620M Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cotter PVC 18 620133 Sash Stop/Screw Cofer PVC 19 620156 Lift Rail interlock 6005 T5 At 20 620144 Lift Rag Interlock Cover PVC 21 620157 Bowled Interlock 60M 75 At 22 620M Beveled Interlock Cover PVC 231 620150 Light Sash Reinforcement 6063 76 AI 24 1 620151 Standard Sash Reinforcement 6063 T6 Al 25 620152 HD Sash Reinforcement ' 6063 76 AI 30 61644 Weatherstrip, .187' x .270' Fin Pile 31 6Q300 Weatherstrip, AW x .300' Foam Bulb 32 61719 Weatherstrip, Affix x .220' PolyPile 33 61825 Weatherstrip Plug, .220' Finseal 35 7=MTIT #8x 1" Ph. PH SOS (interlock Mounting Screw) SS 38 720210 Weep Hole Corer PVC 39 1 720185 Tilt Latch Reinforcement Clip PVC 40 72OXWOC Constant Force Balance 41 78X34PPAX #8 x 3/4•, Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 7SX114FPAX 1#8 x 1-1/4' Ph. FH EMS (Spiral Balance Screw) SS NOTES: 1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY_ 2) J-CHANNEL FRAME SHOWN, PARTS # 1, 5 & 9.OTHER FRAME TYPES APPLY. 3) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE 4) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. 6) ITEMS # 13. 26.29, 34, 36. 37. 65-71. 73 & 84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL C) NO CHANGES THIS SHEET. AK - 03/11/20 BILL OF MATERIAL A (BOM) I J ROSOWSKI DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 Satet/trodsh Seafrx SReet DravLip No. Rev: DH-5560 NTS 13 OF 14 MD-DH5560-01 C -D it P.E.0 58705 PRODUCT REVISED as eomp9 vrlth the Florida iyln Building C do NOA-No. 20-0401.06 EWrationn Date09/17/2025 MlamhDade Product Contra