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HomeMy WebLinkAboutNOA - Single Hung WindowMIAMMADE + F I DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION 'ANCE (NOA PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIA M—BADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/build€ne 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, DESCRIPTION: Series "SH-5500" PVC Single Hung Window — APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp the eptance numb i on date b the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant _T ABELING: ac Eh unit shall bear a permanent label with the manufacturer's`_J name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-0630.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. l= NOA No. 20-0401.03 M1°���Expiration Date: July 30, 2025 Approval Date: July 23, 2020 7/16/20 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, 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 n r f NOA No. 20 01.0 Expiration Date: July 30, 5 Approval Date: July 23, 2020 Iasi PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (coN owED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th 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 "SentryGlasO (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 51 Edition (2014) and FBC 61' 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)/���J�//� p� / Product Control Exa (i/ NOA No. 20-0 01.03 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (coNTlNuED) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and expiring on 07/30/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTIr7897, 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 5te Edition (2014), dated 05/15/15, 08/29/17 and updated on 03/10/20 to the new FBC 7' 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) Product Control Examfnlr NOA No. 20- 01.03 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTm (SG" 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 0l/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t° Edition (2017) and the FBC 71 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 r f NOA No. 2 01.0 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-4 ANCHORAGE EXAMPLE FOR W-1M' MAX. O.C. RADIUS -Top W MAX. BUCK WIDTH HEADER (SIM = 1 Y MAX. FROM FOR ALL c FRAME BEAM _ 30'' WINDOWOR ALL M SA.SEE - - I A 9E0 SBEETB. EEE3 -_. 30"MA%. O.C. �+j—gY MPX. SNEET9 ,FIXED VISIBLE t_L ISHOWNIEW IGHT WIDTN A 6EE - 12°MAN . SHEET 3 FI%EO VISIBLE �- ESPAE. 1T4I0°MAX. O.C. LIGHT 1]410'MAX. O.C.ANCHORS PER J- HEKBR�' B1)3"TABIESS-11 MAX. O BUCK MA-r HEIGHT BUCHEX I Q0'O.C. EDUALLT 13-3/d'MNL. O.C. - BASHO.C. SPACED _ VISIBLE ANCNORACER LIGHT TABLESSII A HEIGHT5-IwNAX6'0'Bf __JNOANCHORSATSILLf_ Np ANCMOR$A II" -{�SEE SILL WEEP.SASH N6'ABIE SEESILL50' MNL BUCK WIDTH -�i �NpTCH pETNLB,uG� �TMNOTCH D NLS, SHEET3SHE ELEVATION FOR TYPEQUAL LEG FRAME ATION FOR TYP. FLANGE F SHOWN WITH EQUAL-LITE CONFIGURATION IELIPROVIEW GURATION IN MUMHDADE 21AM' PNLHOPAGE EXAMPLE MAX. O.C. FORARCHTOP HEADER(IBM. FOAL 1 . NDOWTYPES) �1I A. _ ref` It FRAME SEAM D,SEE _ SEEg3HEEB I 1-19' SHEET 4 DESKBN PRESSURE MTNG BBAGT RATING VARB:S PER REMFORCEMENT LEVEL, BEE SHEETS &) LARGE 6 SMALL MISSILE IMPACT RESISTANT 3, SEE 30°MAX. O,C.+-{1 �ITMA)(C, SEE SHEETS ��� SHEET4 H SEE SHEET 9 , / tY� 1]-]A°MAIL O.C. G / MAX. A CK 10'MA%.IO.C. HEIGHT X 1s IIIAX. D.C. T-- S I SHE lA 0 . 6t11? LMX. NO ANCHOR pTSILL 'yl�'� - 54"MA%. BUCK YNOTH +{ 6EE SILL WEER NDTGN OETNLS. SHEETS _ITT OI X_ Q L B BUCK HEIGHT O ASSHOWN 917wI 1 MAX. C BEE SILL WEE0. NOTCH DETAILS, SHEE4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TD ANCHORED THROUGH THE NAIL -FIN 75" HEIGHT SEE TABLES 411 ISINI.AR ANCHOR DIMENSKM FOR OTHER QQNFIGUPATI 4) ALL WOOD BUCKS LESS THAN 1-12° THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD SUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTMTE. WOOD BUCKS DEPICTED AS V ARE i-1lY THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TOTHE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR ARCHTECT OF RECORD, (AORI. 5) ANCHO(2 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REWIRED MIN. EMBEDMENT. INST. ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE THE PRODUCT IS NOT FLUSH TO THE SUBSTTATE. USE SHIMS CWASLE OF TRANSFERRING APPLIED LOADS. ]) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 3 CYCLE TESTING AND GLASS PERASTM El300. B. POI DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL S CYCLE TESTING AND GLASS PER ASTM E1300, C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 0) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOAUS CORRESIPONOING TO THE REQUIRED DESIGN PRESSURE. THE YHI GM STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WUH 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 REVIEW£O BY THE AUTHORITY HAVING JURISMCTON. 10) REFERENCES: TEST REPORTS FTL-7984 B 79BS; ELCO ULTRACON NOA: DEWALT ULTRACONa NOA:ELCOIDEWALT CRETEFLIX NO& ELCOIDEWALT AGGRE-GATOR NOA ENERGI WINDOW AND COOK PROFIES, LTD WHITE 0 BRONZE-IGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S: NATIONAL DESIGN SPECIFlWTION FOR WOOD CONSTRUCTION, ANSBAFSPA HUE 8ALUMINUM DESIGN MANUAL USER INSTRUCTIONS: GRESSRUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL. `ONY1;LJvNNi'� \; L se �cL` 1) DETERMINE THE SITEMOO SPECIFIC, BL WMDOW OPENINGS F DESIGN PRESSURE REQUIREMENT FROM ASCEINSTALLATION T. , .p 2) DETERMINE THEKNOWING YOUR GLAZNGTT OPTIC ANCHOR GROUP WNDOBOMTABLES 2 OR URATIO0 ACCORDING TOTHE ARNEYORWNDNCONOTIGNS. * NO. SST85 - IIKNOVANGYOUR TABLES HS IT MUSTTABLE I), OR RE SIZE, CEQUIREENTFOR HE WS DESIGN PRESSURE FROM D IN STEP 40. IT MUST EQUAL OR IXGEEO THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPEEWINETAINEDI HORQU, = gOTITEC1R10LD3Y ORNE 4)DETERMINE THEANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHORSUBSTMTE WILL MEET REQUIREMENTS FOR FAQ TE�OFD 4/�� MVENICE, FL 392]6 YOUR OPENING CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. ��(�(+' A'(ORIDA,.' (MiN0LL1800 5) INSTALL AS PER $NEU 3 FOR THRU-FRAME INSTALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION. %. \¢,�' GENERAL NOTES.................................................1 ELEVATIONS........_......._ ...................... ...__...,..., i FRAME, GLASS S ANCHOR OPTIONS...............2 INSTALLATION. FLANGE S EQUAL. LEdBOX._3 INSTALLATION, INTEGRAL RN 3 JLHMNIEL.. 4 GLAZING DETAILS................................................5 DESIGN PRESSURES....... ................ ................. . bT ANCHOR QUANTITIES ........... - ...............-......... 8-10 EXTRUSION PROFILES.... .............. .................... 11 ASSEMBLY S PARTS LIU........... ................... ..-12-13 417 FLORIDA BUILDING CODE (FBC), SIN EDITION ASTM E1300BlI ANSI/AFBPA NDS-2013 FOR WOOD CONSTRUCTION PRODUCT REVISED ALUMINUM DESIGN MANUAL ADWXIS AISI S100-16 4n compying wIM I FII Bulking Coda NBC 9 16 NBA -Bo. 20-0407.03 Be< to(3Q/jD$$ C)UG4 C) UPDATED TO FBC 2020, �,;tow -T A. d. PrcNkI.I g Ln91 REVISED ANCHOR TYPE TABLE. AK - 03/10/20 BY GENERAL NOTES &ELEVATION I ROSOWSKI SON SINGLE HUNG WINDOW INSTALLATION - LM 515/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAMETYPEB (J-CHANNEL, FLANGE, A LVNN MILIBit� P.E INTEGRAL FIN OR EQUAL LEG'BOX). PPf dins rREGlsrnn� SH-5500 NTS 1 OF 13 MD-SH5500-01 C F tl el l nwAm F m acc TvxS leww TYPe 5 DesoNpdoo Nsbd hom Exeerlorto hth,d.r) 7/B"1.aminat.dl,G.:t/8'A Estenor Gp+]I10'AirS ace+5116'Leminate; aso eea met .O110`PVB abtlger Design Tabb# Pmmm sheet# 4,5 6 a I. .: xtedsr Cap+7I16-Ah Spa.+&Is' o sea with .0s0' Inbda ar 46 6 7 7IB'Laminead LG.:3/18"AEManor Csp+3la'Alr Spsce+3/1S LsmMsbd;(2)Lhes of ll0'AOlsee wgh .O80'PVB IniMayer 46 6 WITUmIrm LG.: 3116"TaWorG+&8'AIr5 .+WIWLs MI ,❑bsoflIWAGIamwth.Ol10'PVBlnaaaer 46 6 g ]IC Laminehd LO.; 1I0" A Exb00r ♦ iMta Lites of 1/W H GIMs with WW SG Mtedayer 7 7 —15�mmabd LG.: 118" T EMedor Cap+ 7/i6' Air Si + &18' Leminted; (Z) Llas I11 sss w1 . 7 7 11 7M I-Mahimbd l.G.: WiB" A EMedor Cqr+&8' Air Space + 5110' LamMatal; tZ) Libe of l/8' H Glees with O8lY SG intedeyer 7 7 12 7/8' LamilmtaO l.G.: &10' TExblior Gp+ WB' Av Spa. + &t8' Larrdreted; R) Uac of 1IB' H Giaes wlth.080- SG Intedeyar 7 7 13 7IA Laminsbtl LG.: iN" A Ektalbr Cap+ &18" Alr Specs + 7I16' LAmiruted; Iz! Ulas of W10' A Glace with .OgO' SG Intedayer S 7 14 7/8'Laminatetl LG.: VW T Edinvor Cap +Wi6'Air Spaca+7116'Laminated:(2)Lit.. dX16- A Glans wiN.DIT SG W.daysr a 7 15 17hyLainbroMI'. NIV A Extedw Gp+ 1l4' Alr Space + 7/16" Laminate; (2) Utes of 3I1a' A Gb. with .DBDY SG IIedB er 7 7 10 7/B'Um etWI.O.:Wt0'TExiwbr Gp+ll4'Air Space+]116-Laml.bd;(2)Ubsof WITAGlarewith.OSPSGInteSeyMr 1 ] 1 7 / ALLOWABLE ANCHORS THROUGH THE FRAME p Mebor suheaata Mln. use Distance Min. Endem eI A mosms anat. I"S.S. or 410 S.S.) P. 1.era pine - Steel, A30' w 0.067 Steal Goal A653 Or. 37 31' D.ml-(18Ga.) Alomirvxn, 0003-TS' 10" 0.050' WIT steal UNriwn w Ultmc.+ P T. Salhem Pi. (SG=0.55) ]/18' 1-We' Canc ete (met. 3 ksi) 1" 131W Win' a" Ullmcon Ungr4#ed TMU, (ASTM CA(t) 2-11T 1-1/4" WlT Blead KNII U mutetl CMU, (AS1M G50) B #125M3 (ateN, I" S.S. ar410S.S.) P.T. SOIFam Pi. (SG•0.55) g116" 1-3I8" steel A38' wr 0.050' Steel Slug A03 Gr. 3W &B" O.D15I'(18 Ga.) Aluminun, Si &8' 0.063" lie steal Ullmdon or Ult., RT Southem Pine(SPGM) 1" 1-WB" W ume Q hnwx P I. Somheln Pete (SG-O'W) 1" 1 W8" IWNil AgglB'(Nor P.T Scuthem Fine B6--0.551 1" I3 IW at.) Ulpaoon Cunch le (ran. 285 ksi) 1" 13C Ungmuted CMU, (ASTM CAD) 24/2 1-IM' C Ijv Steel UllmoolH Gmhtht(min. 31,$) 1315' 134" Uls7mutad CMD, (AS1M G90) 1" i-1/4' 114- steel Gmle0a8 Gnchete min 3.35 ksi) 1" 134' Ile steel Ullmccn Concmte (mtn. 3.W ksi) 2-1/ ' 134' lW itteel UIfiI Gncmte (min. 3 ksi) 2-1/2' 13P 114" Bleed Uh Un muted CMU 1-1/ D 1/4" Concro ksi 2n/2" 134' Urpmutetl CM (ASW C90) 2-I - IWMeet AggraGatar GncMe min. 3.Z]5 ksi Grouletl CMU, (ASTM CAD) 1-1 Y ?- praup Anther 9ubslmb Mln. Etlps l#atann Mim Bnw#meI" 2-11T x .131- OMnmm Nall P.T Statism Ploa (SG-7) S' 2-7/18" 21IY Rina.hank Roafng NMI P.T. Sautham Pin. (SG=.55) Wa' 2-7110' F 010 Theahesd SMS (5 o,410S 6.S a 41DS6J P.T SoWhem Pim SG-i5) lz 139' Abmiram, 6063.4S &8' O.mo' Seel Slad, Gr. 33' NY DOwr(is Da) St". AN, W8' 0.050" #12 SMS (ste412w. . Q 41IS&"a.) S.S P.T. Swlhem Flat (SG=.W Sir 1310' Aluminum,BDa3 WW Q067" Beal Rod, Gr 33' Nr MW. OF 3 THREADS BEYONOTHE METAL SUBSTRATE. 'UNGROUTED CMV'VAI.UES MAY BE USED FOR GROUTED cmu APPLICATIONS. 7 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'GLASS TYPES 5, 7, g, 11. 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE W. Frame a.. Frame Fmme Types Options Cor i Shapes Instillation Options Nat may be usact (eee Flp BI (see Table 1) (sae Fig A) (sea Fig C) �2) 5-18 Eelp{ e, D&CollegeW &Cdhepe L, Squ Arch-Top Amh-ToP& Redue-Tap Thmush the isms wtbaeil ...... ....Into 2X Woad FranalB.Mtlip -.heat 3, option i ....Me Con, _ Sucksirl IMO CoxroIdCMU-sheaf 3, ....into MIN -sheet 3, option 4 Bwcl F-0uM-lap (#4) 5-18 E WiJle, q &Cottage O&Cohen, 9Amh-Top & Amh TapB Retlius-Top Through the hen m °i the w'IMaw"""Nlptigh ,...NW 3X W� FrnralBuckstnp -sheel 3. option ....11o Cancmte/CMU -sheet 3, opbm 2 lXBucksirlP into GncretdCMU-stain 3, optlon3 ....Wo Metal - sheet 3, opfioh 4 j43Wnl (#i) 5-6 EWW4-te, OnNIPwea & Cottage Srluare Rect., AmhTOp & Radius -Top Ttlmugh the iWegml fin...... ....Mfo 2X Wood FremdBuckslnp- sheet 4, option ,,,_Nto MIN -sheet 4, option 1 Through the hems ....Into 2X Wood FmmafBuckstdp -sheet 4, now 0 ....Into Metal - sheet 4, option a of the window_.._ Integral FinEqusi-Ute, (10) 5.8 nol/Pro4ew &CONS Squats Rect.. Aroh-Top & Radlw-Tap Through the Integral 6n...... ....into 2X Wood FmmdBuckstrlp-shel4,.M.5 ....info Metal -steel 4, option Through the home I the Wh ..........into ....into a Woad FmmNSucksNp-sheet 4, options M"-sheet 4, MMonB +IBUCNYYIDTH —�19UCK NADTHi�"�IBUCK WIDTHF� RECTANGULAR RAOW&TOP JT ARCH -TOP WINDOW SHAPES AS ABOVE OR SIMIIM ARE APPROVED. SHAPES MAY SE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK 512E FROM THE TABLES ON SHEETS 0.10. 'C once' �G-N�.' C No. 36705 " Q�U A. VENICHN l-U27 pRINE '. J'(L/' N. VFNICE, FL 91276 OR1DF.'Ca\?�� (p41H100 W0 PE LI(:IIRF RLRaKF TVaFC I� I� 'R=ANNEALED 'H'=HEATSTRENGMENED T'=TEMPERED BY KURARAY PMERICA INC. -SG-- InKY SENTRYGLMS INTERII By KURMAY AMERICA. INC. Mabdel F Mln.4ksi Min. Fe abet IMM1 IH BCww WLW 85 kN 4103olew NMI IIDkM EIWDeWNI oM 57 Mal "w Elco UIM(MvE IWIMI MkN &IT Dowad UIMGn� 1117 list 181 ksi 1/4" De Walt UltmCon.® 410 SS Etc Deeeh GndeFlaoV 140 kN lrA MI I"IW 1B8.]ksi 6083T5AWroa. IBMI SI A30SaM ffiMI M ai Gr. 33Sael S1W MMI OMI Andaken C) REVISED ANCHOR TYPE TABLE. AK - 03/10/20 PRODUCT REVISED a eemnyinp with Nro FIor1Ae Bustling e MOA-xe. 20-0401.09 rai get, 7130/2025 M set Pro#n erel ANCHORS/FRAME OPTIONS J ROSOWSKI DI HUNG WINDOW INSTALLATION - LM 05/15/15 4a1K Bakalti A\. Rona: i500 NTS 2 OF 13 MD-SH5500.01 C INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 k EDGE DISTANCE ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. m EMBEDMENT FLANGE FRAME on"I'A 1 ISHOWN �L BUCK HEIGHT WICOVER 2.BT FRf EACH 0 VERTICAL SECTION i EMBEDMENT EDGE DISTANCE 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. Iw MAX SHM SHIM TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEOMENTAND EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE. DISTANCE PER SEE TABLE 2, SHEET 2. SUBSTRATE. SEE TABLE 2, SHEET 2. 2010PT. SASH TOP �N l LIFT RAIL FRAME FOR ALL WINDOWSNOTES.. SHONM 1 ANCHOR 23,W t)USE ONLY FROM ENDAND AT 21 CENTER. SUBSTI2ATE.APPROPRIATE FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 3rNOE: Si. FOLLOWEMBEDMENTAND ADDADDITIOAL EDGE DISTANCE LIMBS. ANY B 47 SCREWS 01"8- INSTALLATION OPTION SHOWN MAY OFROM ENO. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINOOW. BOTTOM LOCKS: i ADO ADDITIONAL 2)MASONRYANCHORSMAYBE SCREWSO 8-3W USED INTO WOOD AS PER TABLE 2, FROM FIND. SHEET 2. ALL WOOD BUCKS LESS USE EITHER LATCH OR BOTTOM LOCK TESTED UNIT LOCATION: &SIB' FROM SASH ENO. THAN 1-In• THICKARE TO BE CONSIDERED 1X INSTALLATIONS, IX AMID BUCKS ARE OPTIONAL IF UNR IS INSTALLED DRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1Q' THICK OR GREATER 1X AND a BUCKS (WHEN USEDI SHALL BE DESIONED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 31 VISIBLE WIDTH OR HEIGHT (ALSO REFERRED AS DAYLIGNGMEASURED HT RED FROM BEADING TO BEADING TO BEADING, J 111 VISIBLE LIGHT FORMULAS WIDTH QSASH: BUCK MOTH -B-1W 0 FIXED LTE, BUCK WIDTH-4.3111 HEIGHT (EOUALITTEI BUCK HEIGI-3-1511T SASH VISIBLE LIGHT WIOTH FIXED VISIBLE LIGHT MOTH BUCKSTRIP INTO SEE NOTE 2, L% EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, • EMBEDMENT AND EDGE DISTANCE PER ' EDGE SUBGTRATE, ' DISTANCE SEE TABLE 2, SHEET2. BLK;KWIOTH HORIZONTAL SECTION A -A FAME SHOWN MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL MD. 1/4'MAX. SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL ,k No. 5B]OS LJ ( l 9 :I/1 3 )t � :' a; 10TOTECHNa AO sT fE(V�': N.VENKE.FL ;fSSONALE�G� � A LYNN MILLER, P.E SMS (G8), SEE TABLE 2, SHEET EXTERIOR OPTION PRODUCT REVISED o eolnP MINI di i ANCHORED THROUGH BMNbing • a FRAME INTO METAL NOR-Ne. 20.0401.03 r•tlan O•te,,a?!/301202$ C) C) NO CHANGES THIS SHEET. 7 AK-03/10/20 N ,.wPnNueY6 M•I >NGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI GLE HUNG WINDOW INSTALLATION - LM 05/15/15 SSH-5-5500 NTS 3 OF 13 MD-SH55O0-01 IR'ZC INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL If EMBEDMENT EMBEDMENT FIN WTO2X WEE FRAME THIS BUC W STRIP. SEE NOTE 2, THISWE�EiANCE SHEET. TYP.ANCHORTYPE, J-CHANNEL EMBEDMENT AND EDGEFRAME j�1DISTANCE PER SUBSTRATE, SHOWN I 0 SEE TABLE 2, SHEET 2. ^ (SCREWSHOWN) BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT EXTERK R a INTEGRAL FlN " FRAME SHOWN 2T X 1.2V WEEPHOLE 36 W/COVER 0 2S7 FROM EACH END. TYP. ANCHOR TYPE. —IWMAXSHIM 4 EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE ,— DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET (NAIL SHOWN) INSTALLATION OPTION 6 ANCHORED THROUGH FRAME IWOU WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. I/C MAX SHIM %TER OR FIXED WSIBLE OPT. SASH TOP \ /� LIGHTWIDTH LIFT RAIL }FRAME FOR ALL WINDOWS: NOTES' SHOWN I ANCHOR a 1W BUCK WIDTH FROMENDANDAT 1)USE ONLY HORIZONTAL SECTION C-C CENTER SUBSTRATE -APPROPRIATE INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET iI� ) 22v FOR WINDOWS ANCHORS LISTED ON TABLES 2 & 3 Y OVER 9 WiDE: OF SHEET 2. FOLLOW EMBEDMENT ADD ADDITIONAL AND EDGE DISTANCE LIMITS. ANY SCREWS 615-W. INSTALLATIONOPTIONSHOWNMAY 45 46 47 36 FROM END. BE USED ON MY SIDE OF THE FOR WINDOWS WITH WINDOW. BOTTOM LOCKS O 18 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SCREWS ®g-34" USED INTO 2. E FROM END, LWOOD D BUCKS LESS SHEET 3. ALL WOOD BUCKS LESS THAN I-lnDER THICK BE SASH CONSIDERED STALL TI X TARE (LIGHT SLICKS OPANONS. WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER U � CS TO UNIT IEKMHT IS CH KI SUBSTMTE. WOOD BUCItS TRKTETAWO DEPICTED AS 2X ARE 1-112"THICK L ORBOTTOM(SHOWN) OR OR GREATER. IX AND 1K BUCKS LOCK (SHEET 3). (WHENUSED)TRLL DESIGNED 30 TESTED UNIT TO PROPERLY TRANSFER ANSFER LOCATION: &5/B- D BUCK TO THE STRUCTURE WOOD SUCK FROM SASH END. DESIGN AND INSTALLATION IS THE p RESPONSIBILITY OF THE ENGINEER NO ANCHORS OR ARCHITECT OF RECORD. 11JI REQUIRED IN FRAME BILLSIFTHROUGH OR HEIGHT UGHTFERRE E THROUGH FRAME (ALSOBLE TOAD DAYLIGHT TO PENIN )ITED OPENING)MEASURED FROM OPENING 114'MAX TO BEADING TO BEADING. acc '(SCREW SHOWM) wI kaiuws EN1 If INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO a WOOD FRAME OR SUCK - STRIP. SEE NOTE 2, THIS SHEET. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH -SI ® FIXED LITE: SUCK WIDTH-4-315' HEIGHT(EQUALII�' I BUCK HEIGHM-3.14HT •.ry U4-MAXSHIM g1g OR#i2STEEL .-1 L.— IN"MAX. -SELF-DRILLING SHIM SMS(G5),SEE TABLES 2S 3, q SHEET 2. FIN AND/OR / INTEGRAL FINFRAWE SHOWN �'j11 11 rMJC INSTALLATION OPTION 7 ANCHOREDTHROUGH IIIII„ INTEGRAL FIN INTO METAL No. 55705 �;CSn.��ORIOP ..ln? RE m INTEGRAL FW FRAME MOM EXTERIOR INSTALLATION IDOPTIONOPTION 8 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FIWFLANGE REMOVED) C) REVISED DADE MULLION NOTE. AK - 03/10/20 f-- EDGE DISTANCE EMBEDMENT J_ TYP.ANCHORTYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAILSHONM) PRODUCT REVISED as complying etith the Florida O.Hding NOA-No. 20-0401.03 Es I.aHas Data 7/30/2024 M •Prod4�� 1070TECHNOLOGYDRNE I J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI N. VENICE FL 342I6 SheP'1 tB00 Date SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS I 4 OF 13 511TAIA PVB 7/16' AIR SP/ 8" A L GLASS TYPE 5 �{ 7f6"NOM. I— SIG HIH 5/16"H/H GL 53/1 "A LAS -\ I 5311 "T SG--� 7/78"8"AG A 7/16" A/A SG — 7/16" AIR SPACE 318" AIR SPACE 3/8" AIR SPACE 5l16" AIR SPACEJ 5/16" AIR SPACE- 1/8" TGAASS 3l16" A GLASS 3/16" T GLASS 1/8" A GLASS 1/8" T GLASS- aEXTERIOR EXTERIOR aEXTERIOR G]IXTERNM G]E%TERIOR 7679 AIR SPACE- /8" T GLASS - a EXTERIOR --�{ 70 NCM. 5116" A/A PVB — 3/8" AIR SPACE- 3/16" A GASS- 0 EXTERIOR GLASS TYPE 7 3/8" AIR SPACE- 3/16" T GLASS - aEXTERIOR 5/16" G- 7/16"A ',SPACE — .A MASS- 0 E)SiEB GLASS TYPE 10 GLASS TYPE 6 �i 7IB'NOM. I�- GLASS TYPE 11 NOM'aIASS GlA53TYPE59 THROUGH TE TYP. ' 18 MAY NOT SE USED WITM4Z ANNELOR INTEGMLFIN FRAMES W-i-r GUISSTYPES 6, 7,9,11,13 B 15 MAY NOTSEUSED WEXTERIOR THEWHZABOYE3W. GVSING NOTES "A' ANNEAI. ED TYP. GLAZING DETAIL 'W=HEATSTRENGTHENED ::r = TEMPERED "PVB" -,ON' TROSIFOL® �JB BY KU RARAY AMEMCA INC. "SG"=.0 SENTRYGLAS'a BY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS. SEE TABLE 1, SHEET 2, GLASS TYPE 12 +I 7A"NOM. r 7/16" A/A SG- 1/4" AIR SPACE- 3/16" A GLASS - a EXTERIOR GLASS TYPE 8 -I 7ff' NOM. r— GLASS TYPE 13 I 7WNOM. [ — 7/16" A/A SG- 1/4" AIR SPACE - 3/18" T GLASS- <DEKTERIOR GLASS TYPE 15 LICENSE •'. (�� :� .k .� No. 58705 �� •� S �` D;`WW` 1070TECNNDLOGY ORNE N. VENICE, FL 3tZl5 mor.._`G�2� �°tNBo-teoo 7/9" NOM, r GLASS TYPE 14 I V V 11 I PRODUCT REVISED GLASS TYPE 16 q Bluilaiing Oad."'� Ma FIPHtla MoA .. 20-0401.03 NNmEmtimn Da 7/3012025 C) NO CHANGES THIS SHEET. Br.. A Mlam=PnaaueY4 enol AK - 03/10/20 SING DETAILS J ROSOWSKI NGLE HUNG WINDOW INSTALLATION - LM 0 /15/15 arfv/MoieC AW. `+Tr6 daatp Na M: SH-5500 NTS 5 OF 13 MD-SH5500-01 C TABLE4: cvm iypee e,fae Depyn P.....,IbpIRS H-50.0 lame uml M FvreA WMbFf mM Aia NCLI OeVH ANCHOR GROUP AND OUANTItt. H SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5.6. 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOW 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 AVAIIASUE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. bIN65anl [amroNn btlmn Ib40MiWw .Itgi9faen—.31SL wen xe'N Nm4 M1 Deegn Prnwn,bvXt) nIF VS eP•.Im. Ium .mb .me -PoA v E—W!e ame wp -raXp Npp -M.mp I I.W .mp .Yp w.0 ipD NA .Yp app »! .sebrnly I 11-1 T-.m. .Np w.p wu mp + ssm me eaal wp mml cmmnmm vnv.nss5 .mp -NA Nsp pp mnmrdm. .m.p .rap m ppmn. Ha1r.mA IF NSD -NA w.p -HIp ImLle nAnnA .mn .Np m.p mm.ss.nf .np .NA .m.A .vA 9mrYNGyy Yp51.]IlR w0 .A.O epmMm Ap51.Xn w0 -1pp Hp.O .M.p Y 9NCm CINee I)a11. N!A ND •Y.p Np o a VATS cmmnav n.sn. mate . .rop .mp mb $ pMtil umnssn •uA .N.p .mp -vp Naa+upe AEpmn.miI,.w Xen.vam .uo rop .Y.p .np � .mp mp ap.p s Ne .vp sc—Frdan wp .ron .m.p .......... •mA m bpN51n un.fsale rant »vn«Du wA .Xp .Yp .w.p plmYmmpnp also-Yme .mD .mp w.p .v.p awll. vnr.Ilsn NSp .NA wa -Ne BWbCgvYe et) .�0 M -moo 91 Cubn Slm Sn. 23"S wwp0 wA I]bn-Rb •40 -Ap •mA -Np )S16 wp O mb .mp ib iYnl 18511 <I by . NA NI.O Mp Lupnmu Nb11.A ... .Xe we ip.p ETY4 wp 16 bubo 8ln ipDnmem -Pop .Yp BWMPNei Xbfl-Yoe •m0 Xp .Yb Ap wbn um xen.v elmrw vsm.v eR.ws msn.al .]pp yr-ss nle x SEE TABLE 1G SHEETS FOR ANCHOR GROUPAND QUANTITY. "MIN. SASH HEIGHT= WINDOW BUCKHEIGHT-50.136 (APPLIES TO ANY HEIGHT 91.T&" ``ANY LYIJN.. SB705 NR'''' LJ Tp 6: ONmtype. 4Tse Deel9n Pnnvn,efslnp KS.O I30.0 RIY u..l R FOIeII lrnewemeM Shn ANCHOR GROUP ANO OUANTRY. HEADER MEETING RAIL 23 O JAMB F SASH HEIGHT 23 SILL 1n — II SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5 8 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGUNAM") PRODUtyC1 lunI CoaT!AgREVISED u t Plg: erlbM1 Mm FlOHds No"o. 20-0401.03 R a aoaN nab 7/30t2025 C) SASH HEIGHT CORRECTION. or AK - 03/10/20 Mi.. j 4 Pmemetl4 1 --D D ,:(Y= iGfiTFC14JOLOGY DRNB %AQ . E :(V� N. VFNICE, FL 3A2T6 I PRESSURE TABLES I J ROSOWSKI HUNG WINDOW INSTALLATION-LM 05/15/15 4NTvde: BA76 ' Ilb Rw: �500 S 6 OF 13 MD-SH5500-01 C 413, 11 eHi6 BNm3w IXa.nprolb jm yyp®w,Ow H^.T'19v1^ snFWWN pegs(nl Int Pnaeun. lbml? _ mM Wweme ren W 4125 51 as am.1«. I". no A .ma Aroa .ma An. Aao .noa .."man, «sn. Inem +too .+'" Into aaa .ma -"to Into -nno im Eoe11M 11 M. W.. .rll W. RO -IWO •Ra -"A. Intl -11a9 aW WO Pmew ll a1].11 M riaa .I Oma -"a A!2 .RII -I'm. ima -N TNnf .517ma. e]a0 410. +ino -I x0 +m-0 .rto9 •m0 .1W. suneGMge IRO 4'..m0 Alm. IRo .Itao IRo -ixb rzsn. .noo .rao A10 .Wa -naa IRo am➢ vmn. . le Imo .fxia Imo .nno Imo -1roa slminl �arrnsW Imo -naa +]ao Amu ImD Am,a Imo nm.o 2i.a3-31.911 lWo ".a In. Aa +RD .. .RO A.0 Gmlema6e m.5n-]]SW .M..".a .0 -IWO ima An. IRO .ImO Y ,,,uie 23517.Ss1e .no Anne In. -lma .mD .nno Imo -,.a 4 EaWAa asnmsl0 Aral .1 R0 .,A. "a. Alco +R.O dial StlNUOvm'ew 11Sn-Rn5 naa Na0 +Ina Auto Intl All. Intl .Han wmnsa.11 all 9. a ma a W 0 In.Imo alnlal >n sa roa W. na Wo no }0 m. Ime .1 al av 1 ,I. A.. Ina Ro mo slvtlnJGnge all -a1Y2 roa 1.. Ro AW. +1a0 EWvtle W. 1W0 mo W➢ 0 In, 11n0 « r9ve Pm4v a4¢em5ue } 50 ]II 10D RO Ho. Ra f0I RO 1W0 1.11 11OW m . 1 90 AWO m,0 1W0 1251} N510 .1 tl 0 ]AO IMB m0 .1 ESWlesu• 113n.12510 1.. a0 IWO Hna 4. ma 1140 Ra -i%.W0 adW •]no into Intl ma Flo R9 slWaofnOaq LOUR msl) aa]W +ma .imD I. A. -i Wo .mD 11. 111 Aao g EgaHavx510 In 10. Intl AMO .R➢ . rao 11a .aM asv.a5le •Tot Wo fae .me AW. line Imo .- a am nsn. Vale .rao Alto -- Intl .RO .HOD •me n-. IWA 3 W,t wWvt. i can]. Aao .Him .IRo .no -una IRo W mmsne RAW rz5n. usN •IO. -1.0 AWa .Ra -1.0 .1 We ARID .1+a➢ Imo AW. .++aa slaty»1 v.Tr. rzse noo .IWO .a..HOD Imp .nao •a. rAw1 asl).4su W. .1100 IRo alas Into W. .R1 Hm. .nao 51WNCo0p a1s1'. A510 nto .1.4 .RO Anne .m0 A10 Imo .na.p SgYY. 11 nae AN.a .ma Axe .,.a -Hna Into .1 sY1YY Sir 05W tin. rile Imo e AWA noD -I3a .R,O AW0 maI wlmns5. Rsn. rile n. IWo Imo o no .naa .roa noo -ma -+Do cwbmsC. Sty - rile IRO Aaa .m .R.O .uao .Ra -11oa Im,me ¢!10 Intl Alma nm Moe noo n10 . -1 nao mAlmano 3>.tasle Intl Alma +m Iita . WO Intl:M. rtlaws M. -nao In, -noo .ma .1a,0 no .1 Wall sn.asw •rao -noo noo .... .rao -noo ino Ima pnnmaw Gall... Intl -,,A.,. -nae IRo .n➢D EprHin I. .nao nao Intl noa .I •ma .115 ]5 6s,;WP Im.l.afle a5le Aao 'am :m9 AWo .Ra AWa .R.O awNUEvmwu Mail. a5nssle .rao Amo Into -tx0 .ma AW.o .me .uoa 7RO wmn se. xsv. xne nno .Ixo .too .++90 Imo .++aa I. .noa a1mn� b.b•. N.lts .110a 1790 .1. rR.O .110.0 .ma 1W0 Ep+HI. W.5n.,A.« .m0.Mc0 n -neo .ma .11.0 M wlams0. "a Imo o W. l0D 10 .Ra .1. SI.1WNppn• U. n004R0 m0 100 P 1a0 IRO AWD .1. l.am1 .)a R m roa lao + SEE TABLE 11. SHEET 10 FOR ANCHOR GROUP AND QUANTITY "MIN. BASIN HEIGHT= WINDOW BUCK HEIGHT -W.138 (APPLIES TO ANY HEIGHT 91 J8" OR LESS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 3) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. wryw PS W. Lntl a am'n smn D-11.1 b a.• a+^P®MBdv' want slum amnHaPa 1WpN Balton Preuaum HIM? MLYweI[t MM1ml lml to N a a1 sIW e+ as E,. 11. 1m0 ANA •lot ante .Tx -150.0 •mI -,,aI •m.om n. no A..m.0 A00 .W.O .1110 .. WNe 11117.1cem •R.o Teo .mo amo +R1 -11. •xo -0Wa •mo -vao .ma -1. -no Aunt - .. .t1oa m Ft.* 114M Nbie +mll At. n. Aao Into .uoa .Xe Ala. .R➢ . 0 Into ., a IW.O A o .m.o -uvo W rNCvlaw Mm", 11502 .ma At. .rot -1 Wo .Wa -1w Into .tN.. .m.e Ante .a. Aim. .ma .lxo .mll .naA T61 aaca', 2Y •ma .11a. ARIL A.0 .MA AIt. IRo -,,A. +m0 .1%. •no -1N.0 rma 1xa •m0 .HaO IWYJ CW4W xoai a... Into nlao +mo -I1.o .ma +lao Into .+ o Into .Itna Into loom In. .11. .Aa -IWo Am {0W41. v5n-moi] +,a. nao .ma n10 Into .IWo •mo .1We Into .n0.o I. -1We •WA 9yp,CRaYx usta 111. . o Aao .ma a00.o .mn ..mv n.a •ma A. +"1 .Ile➢ Into .1 Into -11. SrRkY ifJ -u5w .no .nao .RA Atom Into ANA .rao A.. I. At. +Ro ,'am .me .+am .X,o -1 ®0 TJM Zf.S®-51.011 Imo "A' I. -f o •m. -limo .W,a -1 0 +Ra -11. ,ma . .m0 B5o I. A.a PWue SIN x511.,O. .mA .Ilam I,.a In. In. -INO +no -110. IWO I'm* +m➢ 1100 NAO An. IXO -1N.o 61enYe Qapa A111.a510 . D +no -1 a Into .IN.o +ma I.. IRO -It.. no ".a .1. -1N.a rma .1. « EpulFn Mail as+e +no Attic ,m.a Ma➢ .mA A+oo -no -1..ma .1Wa IW a -a. -rao M. -Hom b1nWY OWOW, vxl.m5le Imo n 0 •WX .nao Imo -lima •mo .noo +MD Hf a nao W. too ANo Imo .rao GnnnaM1. '.Oil 13Sm +m.a n0, . a Into No o. - ao Into W. Into lima I..naa .W0 nN4o sM431 1+ n ... mo 0 m -1.0 Imo m. 700 00 ma Ime ma 10).0 •Ra .Imo ]smut al em M.v R 1 a m 1a Ino o R Wo ino -03o +ma xio SnN.J rGy. x5n TS@ nm m 10. Into e. a0 a mo INJ m'.0 a0 Into AWo Eq.. 20. Am m. 0 m0 11a0 Into 100 ma 1f00 AO faa Ro ANA Ra am In! .1W0 tl bmtlN An 1]Dil W.SIO n1 1.0 ]ae 1lOA IRO Na Imo Am X, na IRa Axe m0 HAA .ma .,,A. 0micat I.N] 1]5N •]0.0 11a0 m.m 11a0 IRO tfa0 X. 1W0 Imo ilam IRO 4A. RO 1 4 .ma AWo i>df] N.9N .Ro I. no 0 WA W I a0 0 X W X 1a ra. 1 SMNX lta]r 125N I. I1a.0 m0 lam IWO ➢ W. Ia0 m XO 1. ma Ime !mm £ TYWI .. Imo 11. 1. mo n0 n mA W m .Wa WG SR Sntlee ca a xfl] SUS' Imo naa 1ao 1QO Imo limo rao 100 R.o 1100 - Ro A WD mo Ixi +me .1110 y aWW4Y ssan VON 1as woo 1o2O Imo ... Mao Into AID A10 R'.uni. Alm .0.0x IaMmns as ] am no Oo +r00 nao Intl -AW.1.1 1xio .m.a •Wa ..no AID. Imo .1100 mo At" .m.0 -V. AM OWy.0P0yx IOW n,e 1 'ISN m. 00 noo uao InoAl" .Ra vo nao Imo .naa Into Ano Into AWo an.nea 1.n1. n➢N no Moo •lp.a noa Imo n .1 Imo Al..noo Imo .11. .nao •a0 1W. Oabnsue 12nzu610 In. Alma Imo Alao IRo Aloo no ataa ".0 noo .nao nao .noo .,1 It nmo .RA .naA S1CY1 nT1. tell .me :In 1R0 :1!2 •ma Mo.o Into .noo Imo .n I +ma .110 Imo ,I. +ma mao T. xan.MaN .xio AWo +ino Act IRo A30 .m! AWO +W 0 n 0 +me .noo •ma .1100 Imo -1R1 %WWW WWW a1.Sn. msle Into Aoa Imo Alam Into AWo .mo 'W c Into .noo no -nao .ma .tmo .WA .ma cMu. aH'-N]N Into ANn Imo I'm. +ma A. In. AWD no .,,aa +,I. -+ IWD -1 +mo A02a Mw asn.xsl Imo -nno Imo -0m .ma .ms .m.o .naa . -IWo .no -Imo nao "a, Imo -Hex 1 IDstr-a5W •W➢ A IRO -IWo I. A +ma Alm. + -11.0 ♦ Into -1W Onen str. n5v-aSN no M0A .ma I. Imo .uao :mo A. .m.o -nao Into AW➢ +to..naa . o -1Aa a10w.aM as11.nS1 Imo nmo +rao -noo Into .nao -.a .Ixo .ma Alms +mo FCs wa0 '.I Aam -WS O¢bn5trs Ion -I. Imo Moo IRo A10 .ma Ama .ma A., rma -01., •ma MA Intl a!e Into' il.a sb1«I n.M. Dale o mo .+Wa •Ra AA.o Imo Wa rma WI .rao Wo Imo Wo TWWl 30.S1]..1e« +an .noo +R0 Atom .WA -11A •xia -IWo Into 4100 •xia -1100 Into -Wu •no 400 GMua WW Wstr-xs+6 IWO IWo IRO A. Into Ala .R.a Amo •ma .noo IRo nloo •Me Aw Imo AS 0.mlAle asn.Y ste noo I+00 •1ao 41.1 Into ANa •m.o Aao .no A o IWo Aam Aao A.. no isa ]a Wlanan. Esn-usm .rao -1I0 .Ro .11. .ma AlAA .m0 AIR. Into .nao •ma Axe .a. -1m1 Ino W2 dutletl liW.n 2asn.a sN ARID n10 Intl nxe Imo n10 Imo .Into Into -++oo .aa Alma +Hom HMIs no W1 Q.Ipnsy zesty-Xsla Aao n.. .Ra Ixo •Ra nmv Into nmi +ma .We IWO 004 •R0 Wa .W,a WI a 6fo + .110. too AIDo In. .iWe Ima Wf •Wa 04 IWO .1 +No Wa Ime W. ae« . foo 'aa Axo naa -1 +ma .rag Iron A10 Imo Ame •roo . P �ss> v➢ nao roa noo naA Ivry Imo Alma IRo .xv I. ten I. W4 . 5 >a 110 Imn ma +mP -al.o IRO WS .Ra W1 nno Wa I v+.m r m Into .ma rm.e +Rom .roa W! Imo W+ .ma Wo . SEE TABLE 11, SHEEF 10 FOR ANCHOR WOUV ANU WANFI I Y. "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT- W.1W (APPLIES TO ANY HEIGHT 91.T8' OR LESS) "' Y LYN r 6 No. `uBTgS _ -�' - !� 1DTOTEGHNOLOGY ORNE rE OF 4u OT.. ATE OF .. �. N. VENM;E, FL 312T5 CSPi�<ORIDM1._��0\�� (84t}pBo-180D 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT CHMENSION SHOWN ON THE TABLE. HEAOER MEETING RAIL JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TOALLCONFIGURATIONS) mo all GIASSTYPESSTHROUGH ma tla ifi MAYNOT SE USER WRIT mo Wa JLHANH.T. INTEGRAL PRODUCT REVISED 0 FIR FRAMES a camPli•NS.-ItM1 Me FlOdd. BUHaling ODtl NOAAims. 20-0401.03 mallaI Emgvl non D-W4713012025 C) SASH HEIGHT CORRECTION. I/✓ AK - 03/10/20 M tla PiPtl 1 DESIGN PRESSURE TABLES I J ROSOWSKI I SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 NTS 1 7 OF 13 a80aa0 MOO MEMO BO08MmoMONmu momu=001B08OON00No ®MONO l.���aaa0aa0aa �E70 aF3Fl al7E7a©[l nnF70YF�©Y©�OBF70F]D Oda Y©aaaaODElaflttOE�tI YEIFl Ot7tl a a aaDo©aoaoaa©o0© ooaooaoo0©UDao©Elaaaa®EIoouoa aaooaooaoaaaoaaaaaaaa 000aaoaaaaaaa �oo aaaaaaoaaaaaoaa aaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaa ��oaooaooaaoaaaaaaaaoaaaaoaaooaooaaaaaaaaaaaoagaanaBB©nBBoaaB©naaa ��oaooaoaaaoaaoaaoaaoaaaa00000aaooaoaaoaaaaaoo .��aaoaaoaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaaaaooaaaaaaaaaaaaaaa ��aaoaaoaa000aoaa0000aaaaoaaoaaaaaaaaaaaaaaaaoaaaaaaaaaoaaaaaaooa 0�aaaaaoaaaaaaaaaaaaaaaaaoaaoaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaa ®a000aooaaaoaoaaoaaoaaaaaa000aaoaaoaaaaaoaaa000aooaaaaaaaaoaaooa t=M IIIETI,aaoaaoaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaoaaaaaaaaaaoaaaaaaaaaaaaaaa naonnoannBaoaaa��©an anaaaonnanon°ri�©ena0000aBBaonnanBBnnBnnnnnn �caoaaaaoaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaoaoaaaaaaaaaaaaaaaaaaaaaaa a aaaaaaaaaaaaaaaaaaoaaoaoaaoaaaaaaaaaaaaaaaoaoaaaaaaaaaaaaaaaoaa oaoaaooaaoaaaaaaaaaaaaaoa0000aaaaaaaaaaaaaoaaaaaoaaoaaoaaoaaaaa •aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa; �11111114=11110 <�aaaaaaaaaaaaaa9aaaaaaaaOaaaaaaaaaaaaaaaa9aaaaaaaaaaaaaaaaaaaaaal ��a©aaaaaaaaaaaa9aa6aaa aaaa9a�aaaaa©9aaaaa©aaaaaaaaaaaaaaaaaaaaaa, van:�aaoaaaaaaaaaaaaaaaaaaaaoaaa aaaaa©©aaaaaaaaaaaaaoaaaaaaaaaaaaaaa ®oaaaaoaaaaaaaaaoaaooaaaooaoaaaaaaaaaoaaaaaoaaoaooaaaaaoaaoaaoaal mz��©©oo©o©Bann©©©�a9a�©©©oo�go�aoo�©©�©©©I�©o�©��'a©©o©o©©00000©© ��0000aooa000aoaaaaaaaaoaooa000aooaoaaoaaaaaaaaaaaaaaaaaaaaaaaaaa �BnaaBaaaaBBBBaaannnBBaBBaoonaBBaanonnnnanBnitall BaaaOno nBBaBnnn ��aaoaaaaaaaaaaaaaaaaaaaaaaaoaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa a��000aooaoaaoaaoaaooaoaaoaaoaaoaaoaaaaaoaaaaaoaaooaoaaaaaaaaoaaaa ��oaaoaooaaaaaaaaaaaaoa000aaaaaaaaaaaaaaaaoaooaaaaaaaaaaaaaaaaoaa a��aooaaoaaaaaaaoaaaaoaaaaoaooaaaaaaooaaaaaoaaaoaaoaaaaaaaaaaaaaoa ��ooaaooaoa00000a000000aa000000a00000eooa00000000aaaaooaaaaaoaaoa annnnnBBnnnBn "Bonn naaaannoun Bnoun nnun" nnnaanoBaanaBnBnBaBanBBaa ��ooaoaooaaoaaoaaoaaoaaoaooaaoaaoaaoaaoaaoaaaaaaaoaaaaaaaaaoaaoaa ��oaooaooaaoaaoaaoaa0000aooaooaaoaaoaaooaoaaoaoa0000000aoaaoaaoaa �oaaoaaaaaoaaoaaoaaoaaoaooaaaaaoaaoaaoaaoaaoaaaaoaaaoaaoaaaaaoaa ®an ®aooaooaoaaoaaoaaoaaoaaoaaaaaoaaaaaaaaoaaaaaoaaoaaoaaoaaaaaoaaoa ®a0000000aaoaaoaooaaoaaooaooaoaooaaoaaoaaoaaaaaoaaoaoaaaaaaaaaoa an unnuunnuou a��aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa �annanannaBaBBnnnBnonaooaaaaoaBBBBnBBaanaaaBoBo nun BaBnaBBBBBBBBng aoaaoaaoaaoaaoaaoaaoaaooaooaoaaoaaoaaoaaoaaoaaooaoaaoaaoaaoaaaa ©��ooaoa000aoaaooaooa00000000000aooaoaaoaaoaaoaaoaooaaaaaaaaoaaooa ��oaooaooaaaaaoaaaaaoaaaaooaaoaoaaaoaaoaaoaaoaoaaoaoaaaaoaaoaaoaa ���OOaOaaaaaaaaOaaaaaaaaaaaaaa0aaaaaaaaaaaaaaaaaa0aaaaaaa00aaaaaaa SEE TABLE 4. SHEETS FOR DESIGN PRESSURES WHEN USING THISTA . "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -5PIN (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 SRES NOT SHOWN, ROUND UP TO THE NEXT AVANABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 6 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. No, 58705Rif P -9 : %- 10T0 TECHNOLOGY ORIYE moo 3 ST TE(] wa; N. V[INCE, FL 312T5 0. WCAnclwro.c.3P�Ma Iof ( E 3,E "aa9nl.Flnmm�no, �, C) NO CHANGES THIS SHEET AK - 03/10/20 PRODUCT REVISED u Pompwn w Ma Flodda Bonding coca NOw k;. 20-0401.03 noon 0at-57/30/2025 Mlpm Produc�t4 rtrol ANCHOR QUANTITY TABLE I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS I 8 OF 13 C ��8� � �8��8B�B8�aa�Ba�BBOBB�88�► 0030 OBO goo goo ■ BB�88�88��� iDa naYnnannnonaOnaonnnaa YYYYYaYYaYaaYaannnana YYYnYn4`n/JYnannaYYYana'. . .. �naaoaaaaaaauaaa0aa0ua naaaaanaaaaaonaaaaoan auaaaao4aoaaoanoaama �onooaaoanonaonnnnoaaa oaoaaaoaaoaaaaaaaaaoa oaoaaaonooaooaaoaaoaa - �aannnuaaannuananaauna nunauannnnannnuaaaaaa nanannnnnaaaaaaauanau NOR��aaannannuuaaanaaannau nau0ua0annnaanannYnnu aa0onaoaanaunauauaaaa ��>taanaaaananaaaaaanaaanOananuOnaoaaaaaaaaaaaaaOaaann[laaaoaaOnnOna -�—��anonlaaannnnnunannanannnannnnnnnaaaaaaaaaannaannnue>,Ynnaaaaannann • ".'.�M10�na�°o�n°nno u0�aa o �000000"UHH i�°i unna o Doo©Do 0 Do©O 00 Do 0 0 0 oo©©Do 00 o0 000000 ©�0000aaoa000aooa0000aa0000anooaooaaaaooaooa00000aoaaoanoaaoaaoaa �--tl��6r�nno naa a ao donna amamamnnmmmnammoaoamnnmm�aamaaa _�_aaooaaa000aoanoaoanooannnnannaaoaaonaonaonanoaaaaaaaaaaoaanaaaa o no®o�00000©0000000000ou"Unnu00000000000000000©00©000000000000 ��aauaauuaauauaaauuuaElu nunaaannauuunuunnnnun nunnunnuuunuanuunuuuu ®�ononnnonuaaaoonuunooaon000aoaaoonnnnonnnaaoa00000naooaooaoaaona ��uaonaannaaaaaoaaoanunnnnnnnaananaaoanonaonnoonmmaa0000aaoaaua ®�nuoaaaannnnnnoaaooaoaaooaoaaaoananoaaoaaoaanonaaaaaaooaoaanaana ��nnonaaoaaoaunannnnaaoaaoaaooaonuannuaunaannnoaannaaanaaaoanaaan �c�aanonnaaaaaaaaaaoonunnaaoaananaaaaannnoonnonnoannanaannannnnaaaa �naaaaunaaonaanamananoaoaanaaanaaaaaonnanauaoaa anananannn 0�uanonaaaaaoaaoaananaaa moanaaaannnnaaonuoaoaaoomE11101 auaanaaaaaaooao �000l0©0000000pe�000�0000000000000000000000000000000n000000000000000 _.. ouoou000uuooDODoa0n0©oD000000000000©n non ©nanuou"noun©uounuunau �aaooaaaaanaaoaoaanuaaaaoaoaaaaaaaaanuaooaoaaooaanaaaaunaanunnaa san�aaoaaaaaoaaaaanaaanaauaouanununnuunnuuuunuaaaaaaaaononaaaaaaaaa ��aaonannnuaaaaanaannnn nnnnunaaaaannnnanauanuYOnunnnu anuaaunuaana 0®aooaoaaaaaoaaonaaaaoaaooaoaaoaaana00000aoaa0000aaooaooaoaaoaaoa ��anonnaaoaaoaaooaaaaoaaaoaoaaoaaonaonuoaaoaa000unnanonaaoaaoaaoa �rnnmmnnnauaauaaamm� nannnaaaanmamnuonoo nnoaannnnumm�annman K===�aaoaoaoaoaaannnn0000aaooananoananooa000000000aunnaaaaaooa00000n ��aaonnnaaaoaaoon00000n nnounaaoaoanoanu000unaaoaaoannnnaaaaaaaaaa ��naaaunaa nnnnnuaaaa©a naannnnnnnnanaanYaaYn nnanaaannaauaaaanaana �-1=zUaoaouaa0n®oaaoaoon oonn oaooaaa000aaoannaoaaooaooaoaaaoaaoanonnoan ��oaooaoaaaoaaaaaoaooanYaoonnaaaoaaoaaoanonuoaooaaoaooaaoaoonaaao ®�aaooaaoaaoaaoanunnonYYnaonuoanoaaoaaonaonuoaooanaaaoanoanonnona m�aaoaoaaoaaoaannuunnuanuouonaonaunnnanuauonaaoaoanoaaoaaoaaunaoa ®�a0000aaonnoaaaaaoonunnn000anoaaoa00000noonnnnaaaaoaaaaaonnonaoa �v�aooaoanaononaaaaonaoaaooaoonoanoaaonaoaaaaa00000aoaaoaaoaaaaaoa ��000aoaaaaaoauunooaaonnaoaannonaoaana0000uYnnnnnaaoaaoaaonnonnua m�auoaoaa0000aooanonnuuanouonuuuuuuuuuuouuunnanuonannaoonnuaannaa s��oaaunaoaaooaoaoa000aunaoanaonnunuuunuauunu onnuuaonuonuanounnuu ©®nnonnaaaaonnoaaoannnnunoonnonnuaoonnoonuouunaunnoaaonunnnonuunn �m�nooaoaaoaooaoaaoonananooaoanuauonuunuonuuaa0000anonaoaaoaaonnou ®0000nnunnuoaoomm�oonun000aooaaoaannn0000YYaoaoomooaaonaooaoon m�YnoonaoaaonaoonuonaonunuonnnnnuonooaooaonYYnounnonaoaaoanouaonn ���a0000aooa0000000nnonnu0000a0000aaa0000nn0000000aooaoonooa0000aa Jtt IAbLtb f 6 6. iXtt1 / hUN Uttl1UN YKtWWKI,J WMtN U51 U I11I5 TABI - MIN. SASH HEIGHT a WINDOW BUCK HOCK -W IRA (APPLIES TO ANY HEIGHT 91.7W OR LESS) NOTES: 1) FRAME DIMENSIONS ARE SUCK. VW =MEETING RAIL. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAft.AME WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) REFER TO TABLES 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. �.1NONY ...... f, Pt1..' L1C ENS'.. `�(" L D Y ` �1 � 1OMTFCIBfOLOGYDRNE W/TJ �✓ -4,; N. V9iGE. FLU V5 Oi �. (811)15h15W C) NO CHANGES THIS SHEET AK - 03/10/20 'GLASS HOT66 THROUGH 15 MAY HOT BE USED WDH J M..LOR INTEGRAL . FIN FRAMES PRODUCT REVISED as complying with the Flodda Building cede NOA-Na. 20-0401.03 IreBno Date- 7=12023 By Mlem ede Protl1 I ANCHOR QUANTITY TABLE I J ROSOWSKI I ISINGLE HUNG WINDOW INSTALLATION -LM 105/15/15 1 NTS 1 10 OF 13 C 1.1183" My 1CHPNNEL FRAME �� T I 1.3T O HEAOIJAMB r 1 r Mar —+{ wr D 2., �1 . 5 J•CHANNEL ma. T- ,: i O FRa,E Slu T Law IT .dsr .0a5^ 1.ns• +I 1231° 1.IIorFIXED f� 14 MEETINGRAIL td SAdN RAIL 1T5^ 31r Fa^ LAMIIG >2 BEADING EKTRUDED 80 SCREEN FRMME 2 FIANGE FRAME nFitwJAMe J3.50a" 1.485 o OEOUAL LEG FRAME HEADlJAMS alp �r ]1r iGM SASH REINFORCEMENT 1.18' 0]M Stp —i r' .1w OHp SASH 25 REINF00.CEMEM 3.453" 1 07P �.{F.._ -aI 1.1dr I-- SAW SAW —+{ 1� -1,—,r 1.0%�'ANDA Fes- HMO,Mstnxoaao HD MREINFORCEMENTREICEMEM 0 OFIN F E O EQUAL LEG SILL FRAME SILL 1.215• 2.1a0' L3Tr IIL��-,I- R��... 2.1]5" uj ]" .095°�966 �.0]P .OIVBALANC' J .OSp ,T COVERE ,a SCRMCOVER to IN ERRLLOCI( O ERL LOCK COVER $1 INTERLOCK 8I T LOCK COVER PRODUCT REVISED .. romplYln. with tM FIgICe a.Baiea ZZoodd I l l n l n l mow . 20°0407.09 Op;Y YNA( �� R.wlm: e. N.tl.. D.t.• O/2023 ..........,lli 'wENSF.1� - C) NO CHANGES THIS SHEET. er. '•FP = A53,105 K - 03l10/20 Ml.m a. prom I tr WINDOW EXTRUSIONS J ROSOWSKI d1 ROLLEO �Q F t[/� N.VEMMMU275 O9CREENFMME :�(cs''. <ORIDh..' �G��: (Mi),1WIM S/ONA� SINGLE HUNG WINDOW INSTALLATION - LM 05l15/15 ", r,IIll" saNr/Nee.e same D.4 Ns R.e A LYNN bLLEN, P.E.SH-5500 NTS 11 OF 13 MD-SH5500-01 C P.Ee56]08 REGISDUTION RB2BB TABLE 12' TYPIFIJ t`lWT &II of Materlei Bill of Material, cont # part # Oescrip6an Material # Part# Description Material 1 6=101 Single Hung Five Heei & Jambs - J Chaooel PVC 45 720197 Auto Lock Mechanism C. t 2 620102 Single Hung Forma Heed & Jambs - Flange PVC 46 720198&9 Sweep Lock Cast Zinc 3 620103 Single Hung Frame Head & Jambs - Fin PVC 47 720195&6 Auto Lack Cover Assembly Cast 75no 4 620104 Single Hung Frame Head & Jambs - Equal LeglBox PVC 48 76X7180PTX f/G x 1-11W PR FH BIDS (Auto and Sweep Lock Screw) SS 5 620105 SHIDH Frame Sill - J431aonel PVC 49 720200 Auto and Sweep Lack Keeper Cast Tiro 6 6201M SHIDH Frame Sill - Flange PVC 50 ?76X34PPA #6 x 3/4" PH. PH BOB (Keeper Screw) SS 7 620107 SHIDH Frame Sill - Fin PVC 51 420181 VR Beveled TiB Latch Comer Key PVC 8 820108 SH/DH Frame SIR - Equal Leg/Box PVC 52 420182 V R Pull Rail Tilt fetch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4' Ph. FH SDS (Comer Key Screw) SS 16 620129 Sash Rail (Skies, Top & Bottom) PVC 54 4201M Till Latch PVC 17 620134 Balance Cover PVC 55 4201M Tht Latch Retainer PVC 18 020133 Sash Stop'Serew Cover PVC 56 720207 11" Tilt Latch Spring 68 19 620156 TO Reil hledock 6005 T5 Al 57 420186 Plastic 7111: Latch Finger Pull PVC 20 620144 Pull Rail hlterloek Cofer PVC 58 720192 Metal Tie latch Finger Pull Cast Tine 21 620157 Beveled Interlock BOOS T5 At 59 420180 PADI Bar Comer Key PVC 22 620145 Beveled Interlock Coar PVC 80 720206 Phut Bar SS m 620150 Light Sash Rmnforcemml M63 m AI 63 720191 Sash Put! Handle Cast Tmc 25 620152 HD Sash Reinforcement 6063 M AI 64 720IN Seen Pull Handle With Latch Assemtsy Cast One, 25 620153 Standard Meeting Rail Rainbnceme t 6005 T5 At 65 7834FPT #8 x 3r4' Ph. FH BIDS (Pull Handle Screw) SS 27 U0154 HD Meeting Rail Rainl'eresmmt BOOS 75 AI 66 420188 Bottom latch Strike Plate Cast Z. 30 61644 Weathestrip, .187" x .270' Fin Pile 67 ?7858B #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 31 60300 Weatherstrip, .190' x .300' Foam Buib Flex PVC 72 720135 Lanni I.G. Bead PVC 32 01719 Weatherstrip, .187' x .220' POtyPile 74 Backbedding. GE 7700 or Dow 791 a Dow 983 Silicone 33 61825 Weatherstrip Plug, ,220" pineal 75 71646N Setting Block (7/8' x V x 10), 85+/-5 dum. EPDM 35 78XiMTTr #e x V Ph. PH SDS (Intedock Mourning Screw) 80 61012 Extruded Screen Frame Alum 36 7S)OTHPX RB x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 81 61011 ROII-Formed Screen Frame Alm 37 71OMSP Meeting Rail Somw Support Plate BOW T6 Al 82 7CKGL 821 Screen Corner Key br Extruded Flame X4 PVC 38 720210 Weep Hot. Cover PVC 83 47042 Screen Comer Key Win Pull Ring X 2 PVC 40 720X00% Constant Face Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 98 x 3r4" Ph. FH SMS (Con. Farce Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Bware. 86 61816C48 Screen Cloth F0lergims 43 720205 Spiel Balmost Shoe Nylon 87 61635161614 .14W Screen Spina achi�rHerd Roeeo) Vinyl 4T.14FPAX #B x 1-1/4" Pb. FH SMS (B 1 Balance Screw) 410 SS Part# Description Material 76 Kommerling 4SG TPS Spacer System 77 Qmmx Super Spacer n)(r with Hot Melt Butyl See this for 78 Quanex Duraseal Spacer Sheet Materials 79 Cardinal AL Edge Spacer NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LIBELED FOR AAMA ESRIUDER CODE. 2) ITEMS # 9-13. 15, 24, 28, 29, 34, 3%91, 62.68-71, & 73 ARE NOT USEDAND ARE NOT PARTOF THIS APPROVAL SILICONE HOT-MELTBUTYL STRUCTURAL SILICONE POLYWEPL MENE STRUCTURAL 1/4" NOM. FOAM Ws- NOWWITH DESICCANT WITH DESICCANT EAT. GLASS EXT. GLASS W" XINT. GLASS `Z! v--INT. GLASS KODISPACE a SUPER 4SG TPS SPACERO NXT ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILLAREAI BUTYL.ENE 6/16' NOW 8r18' NOM. SEAT. BUTYL& SILICONESEAL DESICCANT ROLL -FORMED FOAM STAINLESS STE EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS DURASEALO XL EDGE"N 7e n SPACER SPACER PRODUCT REVISED as....h lna with the Florida C ADDED BACKBEDDING. j AK-03/10/20 Mlam wFrnd Mel Na EMS j =A 3 /3,z0 f 1r to7aTECHNaaavowvE BILL OF MATERIAL (BOM) J ROSOWSKI �OT'� S A OF - 40 N. VEt11DE, FL 942r& riI pas AI'� ��G�,� SINGLE HUNG WINDOW INSTALLATION - LM O5/15/15 A. LYNN MILLER. PIE SRWNWI4 5cap: STeee WeMrq Ib. ear. PaS5e7M REGISTRAnoN #lmae SH-5500 NTS 12 OF 13 MD-SH5500-01 C OPT. PULL RAIL INTERLOCK& COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS BALANCE OPT. SWEEP LOCK OPT.AUTOLOCK OPT. PULL HANDLE WITH LATCH SASH ASSEMBLY DETAILS PULL EXTERIOR t? MITERED FRAME WITH INTERIOR AND EXTERIOR TTACHEB PRODUCT REVISED 5 �... TO 55 I as complying wlu the Florida Zotl '^..`�_ ..,N�{.___..__._.._—_—----_—'-�' NoliL-No. 20-040'1.03 FRAME _ \., `AAA I LYN l�/ , Ro bcn; tra0on DnL• 7@0/2025 ASSEMBLY �' o ��oN......NM/ C) NO CHANGES THIS SHEET. g y�_ DETAILS ems:' Llcemse ,Cl.�' Mlun addPnwu lmI AK - 03/10/20 y� 50705 *_ s IMTEXINCLOGY DRWE EXPLODED JDED ASSEMBLY ROSOWSKI NOTES, EXTERIOR ^ �A� S'lA 0:.': N.VBdCE, FLW75 OF 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ��(ClS 14onIDP,.'G�G��� �11`B°'1800 SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 2) J-CHANNEL FRAME SHOWN, PARTS k i & S. OTHER FRAME TYPES APFIY. Oi S/ 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS B & T. "q DNAL V "' fMa• 5'cNc Ada d/oiH men a) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A1LI'JNK Mi1W. RE SH-5500 NTS 13 OF 13 MD-SH5500-01 C P.E.i Y)OS REGi.RIRATiON YN2B&