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HomeMy WebLinkAboutNOAFamsaNk SCANNEDISHMEMa BY MIAMFI�ADE e St. Lucie County MIAMl-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) CONCFAI Fil FASTFNFRS OR ATTACHtixt`wLmiamidade.eoy/economy PGT Industries, Inc. 1070 Technology Drive ARE THE RESPONSIBILITY OF THE North Venice, FL 34275 CONTRACTOR Of RECORD 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 "DH-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 05/15/15, with revision B dated 06/06/I7, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.10 MIAMI•DADr COUNWIM Expiration Date: September 17, 2020 �Fjwma a '��g��I I Approval Date: November 02, 2017 Page 1 PGT Industries. Inc. a ; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0812.04) 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 Edg0m 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 Idahnis 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) Manuel P P.E. Product Contro E miner NOA No.17-0630.10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 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.15-0812.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTmm) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5"1 Edition (2014) and FBC 6" 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. Ma 1 P.E. ProductCoatr Exa finer NOA No. 17- 30.10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTINUED) 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 09/17120. Manuel Per Product Control ami r NOA No. 1 .10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-3 SC MAX. BUCK VADTH SHEETS� 0. SEE SHEET9 EQ SPACEDUACED / MSPER TABLES &11 TABLES X / 4 EQUALLY r IvTABLESBII SPACER ANCHORS PER 54•MAX. BULK WIDTH B. SEEO.C.- SHEETS EE TTABLE A DESIGN PRESSURE RATING IMPACT RATING VARIESPERREINFORCEMEM LEVEL, SEE SHEETS 6-7 LARGE &SMALL IASSILE IMPACT RESISTMT 52-1 B MAX. BUCK WIDTH r SEE SHEETS 1 1 t-t/4' D.BEE' r 8&e j1 SHEEf4 —12•MAX C.SEE --- I I SHEET4 e BUCK HEIGH AS SHOWN • MAK%) MAX.) hCy T B__1nV Antwluna Ai O¢i t SEBSI D NL�.A, B BOTTLIGHTWIDTSU. OMSASHMSIBLE ��SHEET3NOTCIAD� - B_—JNV AH(:MIXJAfSLL �•�SAIRS.D ET3 Ef 45. 0�_ 1-114' LWEEN SHEET SHEET3 ��""ii ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL -CITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UPTD ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5560 IMPACT RESISTANT DOUBLE HUNG WINDOW TS• HEIGHT SEE TABLES 6-11 SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGUBMtONS) 1)THISPRODUCTHAS BEEN DESIGNED&TESTEDTO COMPLYWRHTHE REQUIREMENTS OFTHE FLORIDABUILDWGCODE, INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERALNOTES............................__...._..........1 2) SHUTTERS ME NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS MOVE 3W IN THE HVHLTHE OUTBOARD UM (CAP) MUST BETEMPI:RED. ELEVATIONS ...... _.._......................._..._.._.__.....1 3) FOR MASONRYAPPLICATIONS IN MIAMIZACE COUNTY. USE ONLY WMII4DADE COUMYAPPROVED MASONRYANCHORS. MATERIALS USED MRAICHOR EVALUATIONS WERE SOUTHERN PINE FRAME.GLASS&MCHOROPTIDNS................2 ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE. INSTALLATION, FLANGE 8 EQUAL LEGIBOX. 3 4)ALLWOOD BUCKS LESS THAN I-V2' THICK ARE TO BE CONSIDERED IXINSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INSTALATION.INTEGRAL FIN S JCHANNEL..4 DEPICTED AS 2XARE 1-IN'THICK OR GREATER IX AND 2XSUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO WE STRUCTURE. WOOD BUCK DESIGN GIISINGOETAILS.._._.................. .........._6 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (PORI. 5) ANCHOR EMSEDMEMTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OFSUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS DESIGN ............................_............ S-1 SHOULD BE SEALED. OVERALL SEAI.ING/FV3HING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE OCNE BYOTHERS MO IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. ANCHOR QUPROFIL S..._..........____—..._. 12 6)1W MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSHTO THE SUBSTRATE. USE SHIMS CAPABLE OFTRMSFERRING APPLIED LOADS. EXTRUSION PROFILES_T...........................__... 12 MSEMBLY8PMT5 LIST..._._ .......................... 13-14 7) DESIGN PRESSURES A. NEGATIVE DESIGN LOADSEASED ON STRUCTURALS MILETESTING CYCLE E1300.TESTING AND CODES 75TMDAR08USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCIUPAL 8 CYCLE TESTINOAND GLA56 PER ASTM E1300. •20TT FLORIDA BUILDING CODE (MC), BTH EDITION C. DESIGN LOADS ME BASED ON ALLOWABLE STRESS DESIGN, ASO. •2014 FLORIDA BUILDING CODE (MC). STH EDITION 81 WE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST WE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-VB% STRESS INCREASE HAS NO •ASTMEIMM9 BEEN USED IN THE DESIGN OF THIS PRODUCT. TIE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF ANCHORS INTOWOOD. ANCHORS THAT COME INFO CONTACTWIT •ANSVM&PA NDS2015 FOR WOOD CONSTRUCTION OTHER DISSIMILAR MATERIALS SHALL MEET WE REQUIREMENTS OFTHE FLORIDABUILDINGCODE FOR CORROSION RESISTANCE •ALUMWUM DESIGN MANUAL,ADM-2015 MODUCTREVISED 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO RE REVIEWED BY WE AUNIORRYHAMNG JURISDICTION. •AISIS10U12 w plymB•;lnln•FImM� 10)REFERENCES: TEST REPORTS FTL41008IW07: ELCO ULTRACON NON ELM CRETEF'LEXNOA: ELCO AGGRE-0ATOR NOA: ENERGI WNDOWAND DOOR PROFILES, LTD WHITES A" 380-10 Dwil, C•Ce BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NI NATIONAL DESIGN SPECIFICATION FORWOOD CONSTRUCTON,ANSVAFSPA NDS&ALUMINUM DESIGN MANUAL Aw:pTvae NP/ (Q 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BYBUILDINOOFFICAL. g1A1 II/I/ R4Htlm: USER INSTRUCTIONS: ��y,ONYcENSNjfj�7%� - UPDATED TO FBC 2017. -JR- D�•Rw.nL 1) DETERMINE E SITE SPECIFIC, WINDOWOPENINGS DESIGNPRESSURE REQUIREMENTFROMASCE7. Q2.-' U P != O6/O6/17 THLl 2)DETERMINETHEMOSTSURABLEMCHORMOUPMOMTASMS2OR3ACCOROINGTOTREINUT PONCONDMONS. NO BWOS 3) KNOWING YOUR GLAZING OPTION (TABLE I), WINDOWCONFIGURATION AND ME. DETERMINE YOURWINMWS DESIGN _ *: *_ PRESSURE FROMTARLESb7.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW - - D• rrpuI dmR By OPENINGOBTAINEDINSTEPI. -� _ 71'''1 _ +maTEaD+aoBYDRIVE GENERAL NOTES & ELEVATION J ROSOWSKI 4) DETERMINE THEANCHDR QUANTITY FROM TABLES S-11. VERIFYTHE ANCHOR/SUBSTRATE WILL MEETREQUIREMENTS FOR -i) �51T—�I T: N.VENICE,FLS1275 YOUR OPENINGS CONDITION FROMTABlES 20fl 3, AND TIATALL MIN. REQUIREMENTS MOM THIS SHEETSETMEMET. (NIHSO.Im 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �:�gCs':FLORIOT;:'Q,�Y` Wv1TgOB1Gmn DOUBLE HUNG WINDOW INSTALLATION - LAN 05/15/15 NOW:DESIGN PRESSURE RATING DETERMINATION IS WE SAME PROCESS FOR ALL FRAME TYPES(1CHANNE4 FLANGE. 'AA, `�YY ply y� b•NpN°EN' 4' �°°E INTEGRAI.FINCREQUALLEG160XN A.�Muyi�BRIb.1. CERT.OGAIIM.@i'mB DH-5560 NTS 1 1 OF14 1 MD-DH5560-01 B &SEE —1YMAX SHEETS IV MAX. EQUALLY SPACED SEE TABLE ANCHORS PERTABLES &11 84' —r MAX. 10•MAN. O.C. BUCK HEIGHT 3.80P MAX EQUALLY .O.C. SPACED J_ ANCHORS PER TABLES q f B1 TOPSASH MSIBLE ucHTWD WIGTH /TOP SASH VISIBLE /LIGHT HEIGHT X X �v/ —7 SASHM VISIBLE LIGM / HEIGHT F10 MAXO.G TABLEA MAKIMUM O.C. SPACING GI05S Types AbI Meetim Rd 5-B 10.11Y B-i6 12' 54• MAX BUCK WIDW B6.338• MUX B. SEE 30•MAX. O.C. BUCK SHEET HEIGHT AS,, SHEEP 3i — / EQUALLY / PER TABLE5611I X /ANCHORS X O.C. EQUALLY 1YI.WC 1 1 SEE TABLE A - � 62' MAX 10' MN(.IO.C. BUCK �� HEIGHT 1 13.80T MAX. O.C. SEE SHEETS JJJ 1A 36B E12MAX X X 4 Gran ry Description(LMted from Extedof to Interior) moo .0 PShasP...Type nteet# To 5 7/B'latNretatl LG.:1fP AExtedor 6p+T/1m A05pvice+St6'LnMroted;(2)Utea of llB'AGIeea WN.09P PVB hteAeyer 4,5 6 8 71W Laminated LO.:1/WTExtsdcr Cep+7AV,ki,Spec..5IrLeminated;(L)Utec of lm• A Glass Wlh.090•PVB lmedayer 45 6 7 VW I-amInetod l.G.: 116• A ExWMr Cap +SP Ah Space+ S16• t ronamr; (2) hies of 11W A Glass WN.08P PVB InteAeyer 4 5 6 B Tm'tarNruted LG.: S16' T ExWAor Cap +SB•Mr Space +S I.So inated;(2)Ube of l/P A GIau WIh.09P PVB hdeA.Yer 45 6 9 TIS'LaMreted 1.0.:1/0'A ExhIdor Cap +7/1B'Aft Space +S16'tomlreted: (2) Utae of VY H Ga. Wth.W SG InWAayer 6 7 10 71W LaMreted LG.: 10 TExtodorCap+711P A-v Specs +SIP lamlwta,l:(2) UWe of lm' H Glass Wlh.(XV SG Weneyor 6 7 11 7/r Laml.Med I.G.: SIB' A Exterior Ca +VT Air Space+S1W Lanw ted:(2)Ulm of 1/P H a... WN.06R SG InWdaysr 6 7 12 71P LaminHed LG.: MIT T EateMrGap+ lP Alr Space+ 511B' nated;(2)Lite. of 11B' H Goes WN.090" SG bleAayer 6 7 13 70 tamireted 1.0.: InT A EaWAer Cap +WISP Ak Space +711VI.aMroted;(2) Utes of WIW A Gone wM.W 80 lnteft r 7 7 14 7/0'LemLeled LG, Iff TExt.&rCap+SAW Alr Speoo+7/15'lominated;(2) UWa of&IV A GIaee WMASP SO hted.yer 7 7 15 TIP LsmureWd I.E.: VIW A Exterior Cap +l/P Nr Space +IMS'Urninared: (2) UWs.f Slr Atlma WN,09P SG'nloa,.r 7 7 18 71TI.aminaWd 1.0.: WIW T Exterior Cep+1/4'Air Space 4711P Leminated:(2) LaosofSIPA GIaee WN.ON/'BG WteAeyer 7 7 mup Anchor Substrate A #, SMS (steel, .. or410 S.S.SJ Southern In. SteelAW Steel SM, A653 Aluminum, M 116' steel Ultmoon P.T. Bertram Pine ( Commte(min. 2. Url(p Od CMU. (AB B #12 SMS (steel, 188 S.S, or 410 S.S.) P.T. Sadhem Pine ( Steel, A36' Steel Stud, A653 Alumimm,we 1/4'steel UIVacoo P.T. Southam Pine I 1/4' steel Cmtelex P.T. SOAhem Pine 1/4• steel Aggre"or P.T. Sduttem Pipe C 1/4- Steel UW30011 Corerete (mip.2 Unlimuded CMU, (AE G 114'steel Cmtdu UlgroMed CMU, 1"' 114• steel AggreGatar Commla min. 3.275 Gre CMU, (ASTM GLASS TYPES 5, 7, 9, 11, 13 Mln. FdBs Min. ' 615' Y NOT BE USER IN Bi9anee I Emb.dmel4' T)JEHVHZABOVE30'. Group Anchor SubrtraW I n. Edge Dlelnnw 6Un. FmhbedmenC E 2-1/l x .131' Common Nall P.T. S(X1M6m Pire (SG=,55) SS' 2-71rPolgehank RmstG Nall P.T. S X11hsm Plre (SG=.55) 18• 2.711W F #10 Trmetead SMS (Steel, 1"S.S. n 4l0 S.S.) P.T Soutlem Pipe (SG=.55) 1/2• I VE, A urrdnun, 609.3-TY 1P BASF 81001 Stud, Gr. 3W 1P 0,0451' (18 Ga ) Steel, A36- 19' O.OSP #12 SMS (steel. 183 BE. or410S.S.) P.T. SMhem Pire (SG=.ss1 9/16. 41P munlirm 0o 15• Nw BOW Steel SUM. Or. 33' 3/8• 0.050- Shot, A36• 1B' 0.050' MIN. OF 3 FORGROUTED CMU APPLICATIONS. - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Frame mass Frappe Types Options Contigs Inardletim Option Nat may be road (SM FIB B) (me Table 1) (sea FIB A) ....Ina 2X Wood FmnSdBucketrIp -sheet 3, Option 1 Flange Equal111% Through the some ....MCmcmtelCMU-she.t3, tlm2 (02) 6-I6 OIMWmVew atre WMM.... ..... through lX Suclubip We Concrete'CMU - areal 3,apron 3 It Co reps ....Ina Mtdel - chest 3. option 4 ....Ina 2X Wood FmnsMuskatlb -wheal 3. option I Bm/ Egopmft. hough the tome .... Ino ColcmldCMU-sheet 3, option2 6-16 OdaCPmdew offt,oMm .... Nmu h 1X BucksVlp no Concreta CMU•cleat 3, WOM3 (04) W) a CottageEq ..... ....ipb Malel-skeet ], ogbn 4 Trough the ... be, a Wood From MuckslOp - wheel 4, optlon5 JChennel EqueMHa. W°8W ft..... ....Into N!"-sheet 4. option OAe1 Cottage 0 Cottage h ton sema....Into 2XWood Fmne'Buckship - wheal 4. option (41) 5-8 .... Nls MQaI-ehmt 4. Wt. B dithe dtle Wndav...... Tmugh iha ....Wo2X Wood FrenNBuckaMp-Sher 4. option Wegel Fit Equ.H te, Inlegml sn...... ,...Imo Melol • ahmt 4, oplon 7 Through the same ....Inm2%WeOd Frane'BucluMp-nhSet 4. option (43) 5 B a pe ....Ira MMal-ehm14, bnB dlha WnOow...... EDUAL-L1TE ORIEL COTTAGE more" Mb. F Min. Fe 91eel Scree 92MI 120 kn I"Sa a. 60 ke1 95 km 410Scme 90 mi 1101m1 Ebo AS9m4etclO 67ke1 98ks1 Ebo UOnIbHA 410SSEIco CreleRm® Minot 127.4111 177mil 189.7ke1 BOBiisAM 16W like) A38 Steel 361e1 Eaeal Or.M sea Stu1 33 kei 45k.1 *: Ne. 58705 i as eF TVGF_C •�� © I' Ir� eta O I' Ir� Ir� Ir� IOm TECNNIXDGYDRNE N.VENX;E, FL342TS ("IMBS-1600 I wrsquwq�as uLnlamauaDSa 'A'=ANNEALED 'H'= HEAT STRENGTHENED T.1EMPEREO 9=Aga'TROSIFOL®PVB BY WRARAY AMERICA, INC, 9G'= .090'SENTRYG1AS00 INMRIAYER BY MRARAY AMEFUCA INC. i PROWCI'RBVISBD pa mmpiYl.6 with the FlwiOs Bmleiaa coos I'.IG i I' nD.Iv ANCHORS RE -GROUPED. Br - JR - 06/06/17 Mi ede Ro4ua lucdp9m: N.m oy: 3LASS/ANCHORS/FRAME OPTIONS J ROSOWSKI W. -- IOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 'eda Seals: 51soB erveap Ina /don, DH- DH-556D NTS 2 OF 14 MD-DH5560-01 B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 TION ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX INSTALLATION I EDGE DISTANCE DIRECTLYINTOCONCREFE�CMU. BUCSEE S OCCN CRETELMU. CFrION ALLA EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAMEINT02X WT)OD 1/,'MAX SHIN IB 114-IMSHIM ---�1 FHANIE OR BUCKSTRIP. BEE NOTE2, THIS SHEET. EMBEDMENT � VISIBLE +7 EDGE EDGE f�� 1R MGHT WIDTH a DISTANCE FL 6GEIPMM� DISTANCE U BALANCE _ 1 44 TYPE BOTTOM ��V4'WX VARIES SASH O TYP wFi. NOR SHIM TYP.ANCHORTYPE. 42 WITH SASH TYPE, EMBEDMENTMD WEIGHT 54 EMBEDMENT 2 TYRANWORTYPE. EDGE 30 AND EDGE EMBEDMEWANDEDGE DISTANCEPER 31 A— DISTANCEPER DISTANCE PER SUBSTRATE. EDGE SUBSTRATE, BEE TABLE 2. SHEET 2. SU95TRATE, TOP SEETABLE2,SHEET2. �c SASH I� DISTANCE SEE 1B SHEET2.T2. �UGHTWIDTH _OD EQUAL LEGBOX FRAME +0 B] 12 EXTERIOR 72 I iB NOTES: SHOWM BUCK WIDM SHOWN I1 VISIBLE 20 OPT. SASH TOP v LIGHT' LIFT RAIL 1)USE ONLY HORIZONTAL SECTION A -A SUBSTRATE -APPROPRIATE HEIGHT ANCHORS LISTED ON TABLE 2, BHEET2FOLLO VEMBEDMFMAND DADE APPROVED MULLION, PEG COMPLIAM ALUMIMMISTEEL FRAMING OR STEEL STUD. 49 421 FOR ALL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORMONTAL SEE SUBSTRATE PROPERTIES. TABLE 2, SHEET 2. 22 WINDOM:I INSTALLATION OPTION SHOWN MAY ANCHOR® BEUSEDCNANYSIOEOFTIE 15 3.5S FROM 'NNDOW. 1/4'MAX. END AND AT SHIM #10011N12STEEL lw MAX p 45 " 47 CENTER 2)MABONRYANCHORSMAYBE SELF-ORBUNG I SHIM BUCK p FOR USED INTOWOODASPERTABLE2, SMS(GU. SEE I HEIGHT (`fI 35 WINDOWS SHEET2.ALLWOODBUCKSUESS TABLE 2 50 �I 1B OVER 3w THAN 1.1R THICKARE TO BE SHEET2 EXTERIOR WIDE: ADD CONSIDERED IX INSTA MONS. 1X 30 T MDITONAL WOOD BUCKS ARE OPTIONAL IF i SCREWS UNIT IS INSTALLED DIRECTLY TO g FROM ENO. CKS VISIBLE FDEOCTEDASSUBSTRAMYO XAREIIW7HICK FROM LICKOR GREATER. IX AND 2X BUCKS q q HEIGHT (WHEN USED) SHALL BE DESIGNED L 18 TOPROPERLYTRANSFERLOABSTO FLANGE EQUAL TESTED UNIT THESTRUCTURE.WOODSUCK FRAME MGBOX (2)1' 64 LOCATION BSR' DESIGN AND INSTALLATION IS THE SHOWN O FRAME D FROMSASHEND. RESPONSIBILITY OF THE ENGINEER SHOWN INTERIOR 83 OR MCHITECTOF RECORD. O NOTCHESAT 31 3)NSIBLEUGNTWIDTHORHEIGHF INSTALLATION �o Eltt� R INSTALLATION �e _ EACH END. 30 (ALSOREFERREDTOAS DAYLIGHT OPTION, �/ OPTION OPENING)IS MEASURED FROM PRODUCT REVISED ANOHOREDTHROUGH ANCHORED THROUGH BEADINGTOBEADING. Dlpn3 wlN the FluMA FRAME IMO METAL FRAME INTO METAL bwlGug C°be B � I11111 Aaeplaox Nq l '�p,)O O0 LYNN '�. A.Naim: Due YID?p EQUAL-LEGIBOX +/4'MAXSHB" •�cENsF "'•�� ''. NO CHANGES THIS SHEET. BY � FRAME BROWN o VISIBLE LIGHT FORMULAS �.: No. 58105 1T X1.11 NO ANCHORS WIDTH *_ IRD covEOLE REQUIRED @S XIEDUTEKBUCKWIDDTH-T-10 -D `� C, 1m nmoL DRIVE FLANGE & EQUAL-LEG/BOX FRAMES ROSOWSKI W/COVER®O - FLANGEOR ® P•. I'•�,, N. VEHICE Fl3195 2.87'FROM EQUAL -LEG SOT'.. ATE0 (V. Mx: �°. EACH END. EQUAL -ILLS HEIGHT(EQUAL-LITE) F •;F<ORIDP,.�G��� (IM+ja00.1B00 FRAME 6UCKHEIGHTrz-a3H8'• '� S DOUBLE HUNG WINDOW INSTALLATION -LM O5/15/15 NP.AEiL53E74N5 .`o—�VERTICAL SECTION B-B -mDom550 NSOF 14MD- DpH, 5LYNN 560-O OERT.OFAUTLICIS 16 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT INTO 2X WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS INTO 2X WOOD FRAME OR FF EDGE DISTANCE BUCKSTRN. SEE NOTE 2, THIS SHEET. ANCMOREDTHRDUGH INTEGRAL Fes- EMBEDMENT SHEET. FININTOZXMODFRAMEOR BUCK -STRIP. SEE NOTE 2,THIS EDGE DISTANCE 114' Mqx SHIM O 111' MAX SHIM 16 SHEET. I TYP. ANCHORTYPE. MSIBE LI� 1] JZHANNEL EMBEDMENTAND EDGE 18 LIGHTWIDTH FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEETASLE2.SHEET2. BALANCE !t T 44 TYPE BOTTOM EMBEDMENT VARIE9 SASH L I+L=II 1l4'MAXSHIM 42 WITH GA91 (I 1 EMBED ENTANPE, pISETANCE q GE WEHGIIT 30 L�p11LJlll EMBEDMENTR SUBSTRATE, 31 DISTANCE PER SUBSTRATE, -1— TOP SEE TABLE 3. SMEEi2. n� 18 (iNL SHOWN) II� y (�D SASH TYP.ANCHORTYPE, III , oI INEIN EMBEDMENTANDESTR GE 85 OLJuae ATE LIGHT IMGM oD FIN SEE TABDISTANCE LER E 3. SHEET 2. J4:HJwNEL 9 87 T7 SHOWN (NAILSHOYM) FRAME EKIERIOR T2 19 NOTES: SHOWN 20 OPT.SASH TOP BUCK WDTH VISIBLE LIFT RAIL-1)USE ONLY ucNT SUBSTRATE-NPPROPRIATE HORIZONTAL SECTION GC HEIGHT - ANCHORS LISTED ON TABLES 293 48 OFSHEET2.FOLUMWEIEDMENT 1/4- DADE APPROVED MULLION. FDIC COMPLIANT ALUMINUMJSTEEL FRAMING OR STEM MO. O 49 �21 FORALL AND LLATIOSTANCEMh9OMM SHIM MAYBEVERRCALORHOR=WO SEESUBSTRATEPROPEATES,TASLES26 SHEET2. O WINDOW3:1 INSTALLATION OPRON SHOWN MAV EDGE ANCHOR® BEUSEDONANYSIDEOFTHE DISTANCE 16 3.55'MOM WINDOW. IJ ENDANDAT 010OR012STEEL V4•MAX. R 45 46 47 CENTER 2)MASONRYANCHORSMAYBE SELF-DRIWNG SHIM BUCK IL FOR USED INTO WOOD AS PERTABE 2, SMS (G5), SEE HEIGHT 35 WINDOWS SHEET 2. ALL MOO BUCKS LESS TA9E52SEE ❑(�. SO 1B OVER36• MAN 141 THICK ARE TO BE ADDITIONAL SHEET 2. WIDE: ADD CONSIDERED IX INSTALLATIONS. EXTERIOR 30 IXMIDDBUCKSAREOPTIONALIF SCREWS UNIT IS INSTALLED DGMMY TO sUBICTEDA WOODBUCKS MSIBLE FROM END. LIGHT (W GREATER. MALL. E BUCKS q q HEIGHT (WHEN USED) SHALL BE pE516NFD 1 TO PROPERLY TRANSFER LOADS FIN REMOVED (2 R y 18 TESTED UNIT TO THE STRUCTURE. WOOD BUCK FLANGE REMOVED INTENOR .J— LOCATION: SSIB' DESIGN AND INSTALLATION IS THE �(0 INFIELD G _ NOTCHINEEP ES AT Q 64 B3 FROM SASH END. REBPONSIBIMTYOFTHEENGWEER INTEGRAL FIN u` EACH END. RCHRECTOFRECORD. FRAME SHOWN 31 ORA .zr %+3S 7 30 3)V191BE LIGHT MOTH OR HEIGHT INS7ALLATON�O EXTERIOR INSTALLATION�o (ALSO WEEPHOE 38 LREFERRED TO AS DAYLIGHT OPTION OPTIONS PRODUCTREVISED wEEFH=OvER® OPENING) IS MEASURED FROM a ytyiuBwubtlrt Flmi44 TYP.ANCHORTYPE,EMBEDMENTAND ANCHORED THROUGH ANCHORED THROUGH FRAME INTO EDGE DISTANCE PER SUBSTRATE, SEE BEADINOTOBEAOWQ Dug Coee 2.8r FROM INTEGRAL FININTOMETAL METAL(INTEGRALFINIFLANGEREMOVED) A �Po1,y/ -0 D )T) EACH END. TABLE 3, SHEET 2.(SCREW SHOWN) ``5Y J 9MWn p�etioo Dxe J SHIM `.�pNY LYNN �% FW O LICENSE' v((� - NO CHANGES THIS SHEET. FRAME RAMS SH snowN on VISIBLE LIGHT FORMULAS yT , N0.58705 NO ANCHORS REQUIRED IN T WIDTH FRAME SILL IF ANCHORING QSASMSUOKMI)TH-E12' -.G[� [ O^^�PO^^: THROUGHTHEFMME �FD�DLITE:BUCKWIDTH-]-1R• -A. 6 '�:It 1DTOTECHNOLODYDRNE J-CHANNEL FIN FRAMES JROSOWSKI EDGEDISTANCE • ' O AV,T RVENICE,m:IcuS INSTALLATION OPTION 5 I HEIGHT IECUAL-LITE) T + o ` ittle: Oefe: ANCHOREDTNROUGH —L- BUCK HEIOMT/1-4318• INTENCHOREGRAL FIN NT02XW000 —�.1 EMBEDMENT / ENG�`� C6PYIUuHTYIDIT DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 FRAMEORBUCK-SMRSEE VERTICAL SECTION D-D .JL44hIILIFw.,p'E C F I NOTE2.THISSHEET. DH-5560 NTS 4 OF 14 MD-DH5560-01 B P.EA6B705 CERT. OFAVIIU M96 —�{ Tle' 5/16'AIA PVB I I 5116'A/A PVB 7116'AIR SPACE 7/16'AIR SPACE 11W A GLASS 1/8' T GLASS aEXTERIOR a EXEERIOR NOM. I 5/16°A/APVB I 3/8"AIRSPACE 3/i6' A GLASS <] EXTERIOR 5/1S"A/A PVB 3/e"AIRSPACE 3/16' T GLASS a E%TERIOR I 5/16°HM SG 7/16'AIR SPACE 1/8' A GLASS a EXTERIOR GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 TIB'NO NOM I� �{ 7/B'NOM. I T/B'NOM. ]/B'NOM1L 5/16'H/H SG 5/16"HM SG 6116' Di6'A/ 7N6°A/A SG 7/16' AIR SPACE 3/8• AIR SPACE are' 511V AIR 5/16• AIR SPACE 1/8' T_ GLASS 3/16' A GLASS 3/1 1/8' 1/8' T GLASS aEXTERIOR <]EXTERIOR aE%IERIOR TgTp ]&TB 6-R GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 - TIB'NOM. L� D8'NOM. 7116° A/A SG 7/16• A/A Sc ln-NGM.GuS GLa95 TYPES 9TNROucN 1/4°AIRSPACE 1/4°AIRSPACE 7&78 BITE iIP. 18 MAYNOT BE USED !IMEGRAL 3/16°AGLASS 3/16'TGLMS 72 74 NNFRAMEB aEX1ERIOR <]EXTERIOR TYPED 5. T, 8. 11, 13 pgyB >a 31 1OLASS 816 MAY NOTBEUSEDM EX MOR 76 THE HVHZABOVE 3'Y. PRUD=REVISED �} GLASS TYPE 15 GLASS TYPE 18 aa�ompiyiogxilM1BnFlori4u 38 30 UW14u�g Cone 1T� Mtt.. No Eyimmn Dme \\ /TT ReKVart WlT aGNv LVNN�],, wlLYSF NO CHANGES THIS SHEET. By BY noe�e • • . •• , • • • TYP. GLAZING DETAIL GLAZING NMS! 'A'=ANNEALED 'N'=HEATGIRENGRIw6D = * : No. 587D5 * = ; �`...C( �_ •((/� O 0,.Hpu. GLAZING DETAILS Bnm By. J ROSOWSKI 1mDTEDNNaomDRlvE T=-.09TEO INC. 09PTEW"GL •� 0/� N. VENICE, FL 344i6 (841H801B00 Ttle. Dvb: .SG.= OINYKUMRAYAMERICA 'SO'=.09p'SEMRYGIAS®INTERIAYER BY KUflARAYAMERICA INC. %(CS ''� .•'G\��� DOUBLE HUNG WINDOW INSTALLATION -LM 05/15/15 *.. "IIFOR � QM7 IS/01VA7-EN ��` mt�. Ss�s�/MeCm'' YaM 56eeE Om.InO N4 Rar LAMINATED GLAZING COMPONENTS. SEETPfiLE I, SREETI. aL4laltnlY4d' ,P.E DH-5560 NTS 5 OF 14 MD-DH5560-01 B REY5BRL6 CERT.OFAUTH.iIM%)6 HM SO AIR SPACE 6' T_ GLASS aEXTERIOR ]6]e A SG SPACE A GLASS a EMERIOR BIB STRUCTURAL 1/c NOM. POLYISOBUTYLENE WITH DESICCANT ExT. GLAss211INT. ,B KODISPACE 4SG TPS GLASS STRUCTURAL SILICONE FOAM WITH DESICCANT IT SUPER SPACERwNXTIAI BVT L8 DESICCANT DURASEAL® EXT.cLAss 7a SPACER LAS ASS S POLYISO- DESICCANT FILL AREA BUTYLENE 5116-Nom. SEAL SILICONESEAL ROLL -FORMED STAINLESS STE XL EDGE"" @SPACER M.GLASSI Partp Description Material 76 Kommerling 4SG TPS Spacer System 77 Ouanex Super Spacer nXPYAth Hot Matt Butyl See INS Sheet for 78 Ouanex Dumseal Spacer Materials 79 Cardinal )L Edge Spacer TEST REPORTS: FTL-3717, 8968 & B9r0 TABLE 4: w.a.TFKe Dealgn Pressure, Orator ggree 150.O1-50.0 wMM ¢ le WI: RI IN G¢al wNtlwxn AVM1 Akre pu TeN.e ANCHORGROUPAND QUANTITY. HEADER ICI SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5-8 (REINFORCEMENTS SHOVM IN FIGURES ASOWAPPLYTOALLFRAMETYPES& CONFIGURATIONS) * : NO. M705 TABLES: waAarypec Deign Pr m, leexlr 0.arne +65.01-70.0 RaNb¢menl Lew1: R2 F>eAvbxH,ravuM1nAa p¢TnHOB ANCHORGY. PANDYUn ANCHOR GRWP AND OUAMRY. HEADER TOP SASH HEIGHT NOTES: MEETINGRAIL 1) USE 26 ININDO SIN TABLES THRALL WINDO WS INSTALLED THROUGH O, TAL HE FRAME OR INTEGRFIN.. 2) FRAME DIMENSIONS ME BUCK JA1AB P3 B SASH HEIGHT IS AS PER THE FIGURE BOTTOM 9 23 /3 SASIH 3)FORSRE5NOTSHOYM,ROUNO Y HEIGHT UP TO THE NEXT AVABABIE 23 WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. SILL aIttR SECTION DETAIL FOR WINDOWS WITH ' LEVEL R2 REINFORCEMENT & GLASS TYPES 5-8 _ (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLYTO ALL FRAME TYPES n CONFIGURATIONS) PRODUCFREVISE➢ ecomp1va13 wiJ, By Ftriae wMma case Aax.]% D RMabn: Expi¢I Dtle NO CHANGES THIS SHEET. BY r� OM¢bSaA: ar 1maTECHelaoorDRnrE SPACERS & DESIGN PRESSURE TABLES J ROSOWSKI N.VENIL7;R312r6 (B411B00 DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 �armmlrelmr PerNMaIRRIIAAC. yxW�«. sea.: s.n: BAwhAp xw R.r. Nr�a DH-5560 NTS 6 OF 14 MD-DH5560-01 B CHAT. OfM 111B2B8 ¢,¢M•u •^ �°eaW' CwlapnbM �%,wvaar, ¢.Dw SVI1.nT FWIYu{]n PRuuR(Eeli2j waeam Lune I ¢pAUY nm .zaa naa emwvpwnm mnname .mp n a epam tun -mole .mo .unD wnp txio .m 4IYW P,eNm use-n.em .mo -uop aoo -uao .mn -unv TaYI mn-um .zoa aloA wno .Imo .ma nma a bsprauP. men.mnm .mn alp➢ .ma nma .roA -noo mm ea+A+ YaRminpp,. -men lun-uele .mD -uoo o .zoD aoA -uaa -uoo .rao .me .I saml •znD - Tm T.ea mananle .mD -nao •mA .Ima aua,ea. Dvn-mole .Ro -, D i.demp¢. Dean -mew .Re -vno .mo nwa . o -uaA N EVbd malt-D1ele •RO -IInO •mD .1fA0 •DOD -Iled laae-tun .mo nmo •mo a Mn-lum .mo -nPo . .mo .IIOd stela use-n.ele .mo -uno .zoo a .mD n mOn-xi1N .m0 n1 . auwwrmm mn-zum .ma Too .mn -epD .ma -upA EYraa .mn ann .mo alpn ano -uoa . nvmpm. love-meL . ➢ -nm . wn-nan .mn -nno woo -mob .Rp nlm OSWnbn Il.el]-f..me •mD n10.0 •10D -Ilon n .IIW mn.0 use-u.ole .mn -nno .mn amn •mo -nna E nw. man-xrm .wD -nao qpn nma .mD nma 2 npmglVpp TSlr.mdN A➢ -Im0 •m0 -IIAD •AD -110➢ GebnnW Ld1r-T.Ma •RD nIPO •mA -I1n0 ,RA -I1A0 mm ¢pYi Dtdlr-Salle •Ro -11oo •md o •md - Iap,e-slamra unn-Iola . o .rm -Ilnp .nno •m.a .mo 41 -Ial .uno mn .ma Tn loTo -nm un-Male .roD a .nm abYl Ilae.n.em .mo n .roa mm ebetl Mq} •RD n1a0 • -IIaO ahem m. zun-uelo ,m0 n aon -Imo ¢owele man -Dun .Ro -1 .mo TOD m ea men -male zDen.mnle •tw..mo .m0 .1 -1 mA .mD 41. m msk,. mnlamela o .rao Too .mo alao mwp en. woo .nno •mD Mm •no .IOeO laen- aaa Imo .roA nm.D .mo -uao abbl IIdID.IDdIn wu -IIaO •]oY nlaD •AO n100 men-wse .mo nmo . -nao ¢YUY. Dunw.ale .rao n .rao -Imo aal4e e¢. van-Ynn .mo -1m0 . rlln .two mlapm. Dun -sale .]Ao -Imo •mA -uao •mn a 1p ILLwata .nno ,mo a,m .me -noa nuwmvww. zun.mam nno .uao .mo -no.o .mp .uop me tun -Dom .Du -Imo .mn Tm .mp Jlu aea. male -mew o .mo -nao .mD -nao eawm uaw mn -uao .mo -uu .mo amo Wbndb .I 4n aan.mam • AAO -11A0 •m0 -11a0 •Ap -1 a -Imo .mo -nm .mp -nu ewtlW Pme. •m➢ -I •ma n10a •Tw -1 sElml Huron PNt WVuD. •• MIN. BOTOM SASH HEIGH= WDOW BIUCHEIGrt-48.B NOTES 1) USETHESETABLES FOR WINDOWS MSTNGED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCIL SASH HEIGHTISAS PERTHE FICJIRE. 3) FOR SIZES NOTSHOWN, ROUND UP TO THE NEW AVNIABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THETABI.E. I;N�Y p Y Iyammbgm M+P m'T4.+Y IwPeahn ewllite iaullleelgO PRumeaMml) nnppN w m at 125 a u Ege11. .+ma .xiDl1rap .loaanlap •max-naa •]YD .Ilao •Aa .RD -oro •mp -Ima a 4YN Vaq 1]sl+-mnie . AI➢ -I1. •roA -1 ".o .mp -1 •mo -lo. R [Ad1Y Ilbn-hale •mD J .IDa .1 ,]oD ntte aoo nlm .mp nma 9YT PnW u'BBnmle .mo dlm .mp -flap o ,MO n10.n ,1Ya 11...o .nno .mn .nao am -Ilm .m0. -v0A rm .+ne -11. No .ma anp -nap • nla0. •mp -ImA saumaew. mammon .oh -Imo .raD alaD .md --n0.p 1n . -1w.p .xio .no➢ .zap nmo .mo .nap .mn n Hare ea.w m+e-mme .mo -noa .mp amo .mn nw.p .man A .mo .Iwo .mo -Ima wm .uoa •mo -nm i'm4pfbb. naP l0.a+e •m.p alp.o .r10 a1a0 ma➢ -++Ap .rap -tlp.p .mp -110 .M0.11..n .mp -IAa .mn .IVD .m0 -Ila0. .Ro -11. •ma .1 im Ran.Na+a . .AD -f p .fiAO ,md -1 A➢ -1..TIp .1. •me .1 .np .lap Culpm4b men.male .Ro .11pn .mp ilnp . R➢ 1.. -n0➢ .mn -uao .ma .1..nn -1..no alm n WNnwq Tnn-men . .um .mD eIOA .mn a 0 .1pD n .me -1 .no -nap 4 EW1Db •TN -1 •mt 1wA •rao -IInO •mA -110.0 OCUImeW .An •ipp -1ao e lun-hole aAo m Jn .mp .1100.ma -1 4'o. 0 .ra➢ -IwA •m➢ -uao -1 p -no➢ nsenu+s .mo -Imo .ra➢ -uao .xin a ➢ -up.p •mo J D . .mo n v .11m ulYl matf-xIN ,mo amo .raa mmwanw. Dun-xule .zm amo .wn ..mDal0.o 41. . •mn n .ma a,Dn .ne -um eaves b men-xeu lave -man .ma •mo .uoo .nao •mA .ra➢ mno .nno •lop .roa -non .rao nma Ton .mp •mo n -uno .no woD J.ao -unp .man .mo -nu .ma .mo -. upD SZV.. Yo'?ww'O • .m➢ ImD • .lap n wn0 -1 C 11611-nAta ,m➢ -110.0 •]no -I1n0 •mo 11 .o •mA -llo. wp➢ •m0 41. ainsl o-t IIA.1nle • A -I+np .m0 ll...An -1 0 •m0 -1 •mn 4. -Ilo➢ •Ap -IIpO •Rp -IRD 1NW .mo a woe .uao .xip -noo .mD -nao . •mn Te.o 8 cbsubey, Tbn-mole .ma aoo •m➢ -nao .wn -nm .zvn J1n..mo maa .mp .+ .mo -1 oo m➢ .m➢ I CWam Ba abll-T41e •no -Ilnp ,m0 ,Re -11..Ra -1 .Ra ".. •Ap -IwA m FgYb 21AI2-IUIe ,mp -110.0 •]0.0 nma w -Iwa .11. n o ,m.p .AD -.1pD wpD .11. •AO 4.. w6m 10NPNM ITN-mdle •Rp n10.o •mA nlno .mo Map M. •m.p -Im0 •Re 11.o -IIaO ,rao -I+OD •m.o -11pD .AA -1 ao IAell-ta0n •AD -Ilao •m0 -Ilap •m0 n10➢ w ➢ .1+Po •mp -1w0 ♦ � u.en-ume .mo 11.Tb n a .ma .1 .ma -tlm .mo Tap .mo nlm .mD m0D .me -Imo nae-nave .. •mA -ono nap -ilu .ron .voa •mo nma .xio -uao .rao n o .mn -uoa B.4. -110.0 .R➢ n o -IIaO •m 11pA •Ap -flap •mp -1 -fal -,00I CUNn9a. ,AO -110➢ •mD .1..Ro -1... •mp . to. •mA -tme no .RO ¢e+eY aan-mdle .Re .uon •mp n1m . ao .Ao .1.1 nN.r A Gemmoa DIMNRN.v mb.+-male mn-Dm.e .me .Rn amo .uno .TAD .mp n1oA nmo •mo .RO Mon a o .mo mno .na0 .m.o .AO a J .Ao noo PYanso. 2141e.Tale .ne n .ma nma .le nmi •mp me .mo ad .nn me oWnaG .ma -n o➢ .mD nw4 •non Ima .ma a .mo aA .olme-um lun-ume .mA nlm .m0 ma .mo axe .mo a9 .no SoMoWL IIAu-nnle ,m➢ nl0a LM4 •mA n(6p .AO JIe rmA ffi0 .Ro ml .m➢ m1 •mA aA • a.00 mo .mo -uoa .ma .m.v p wm ma .1. mo .Ro am aN1eb Wll..Ie xen.xas .na .u09 .man 4 .mn .,ae .mo I nmo .mo I. nao wao .10n woA m0 .mo m o.blap. ma -,m .mo a Iml ma aDwnaos sun -axle neap .m0 n .mo ma .mn m . .mo me m xan.avu . m .mo -,me .mo naa .mo a awsnepD.r ,mo -+m➢ .mo .rmp w m.e .mo mr man.mbu .Tlo -un0. -nm .mn mb .lo.o mb .mo al .m0 a oam,eu uale-mAu .mo-I... - I -rmo .mn s.e nno me .Aa mt .raA mA •mD mp •mo mo EgYwp nl� •np -IIaO ,mD -11ap •mp ae ,mA mp .mp al2 .mD mp npp m0 •RO wa a aalmaL xell..l.me -IIOa .mp -1,np .mA -Imp •mo mD ,AD al .AD N1 rAD ml •nn mD me,ea. xen.aeu . n .uo.p .m.o nmo •ro0 a1.e wao ab •ma al mp .are nv ynneipw ,mo -tmo .mD Ju •Ro mA •ne ml • 10➢ m0 .Ap tlo MIN. BOTTOM SASH HEIGHT=WINDOW BUCK NEIGHf-4BABe * NO.58205 WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURESABOVEAPPLYTO FIANOE& SOWEOIJLH G FPAMETYPESONLY.A CONFI GU RATIONS APPLICABLE J ASSTYPES S THROUGH 'GI 16 MAY NOT BE USED W J-CHANNEL OR INTEGRALFINFRAMES PRODUO REVISED mmPlymg DHIA W GWMa O lding Cod; na�pmwa Na{ - J om; 2L726 DHm,: NO CHANGES THIS SHEET. "G BPw 1maTEDIaaDLODYDRME ANCHOR QUANTITY TABLE JROSOWSKI N. VENN�E, FL9o2T6 _ �'1800 DOUBLE HUNG WINDOW INSTALLATION - LM 515/15 fAPrlgOlrtoaMT ImaYxIAPAOL yHp�a, 6mN: SMx: DDaM eb. Rat. mx' DH-5560 NTS 7 OF 14 MD-DH5560-01 B CERT.OFAUIH.lJSNB NOTES'. 1) USE THE ABOVE ANCHOR OUAN71RES REQUIRED..........' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2)USE ME MOW ANCHOR O.C. SPACING ....... _. TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRANE DIMENSIONS ARE BUCK. TIR'=MEETING RAIL A) FORSIMS NOTSHOWN, RW ND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT OINENSION SHOWN ON THE TABLE. 5) REFERTO TABLES 2 83. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. No. 58705 -'; *3 L ie2 RLNI E Vm V-,IL LN,�ICF 0E?1NAL lO IM0.LY&YR.P.E. � NO CHANGES THIS SHEET, M[b V[M Lfa.NVM16C.6pxAp mOE GaPI b�k'WnfFH-ImW�M f.P PRODUCTREVISED ot&,Caew Bm FIUNe Bvi I Cale aacplaam Na! • .10 Ea 'aotbo Date By Ati zda RaMuat I ANCHOR QUANTITY TABLE I J ROSOWSKI I IDOUBLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 NTS 1 8 OF 14 W WEN 0 m ,: .. m m m :: N .. �m - ' 0 .. . ®ononn00000nnnnnonnonoonoonnonnonnnnnonnnnnonoonun000nnnnnnnnonn ®onon©von©onnonnonnoonon00000nvonnnnno©nonnon00000©nnnnonoo©©unn ®ononnonononnonnonnonnnnoonoonnonnonnnnno©nonoonnonnnnnonno©nnnn ®onoonoonnnn©nov�nnn©nononnoonnonnnnnn©000nonoo©000nonnnnnn©nnnn ®onoonoonno©©nnnnnounnnnnnn000noononnonnoo©onuoono©©onnonnonnonn ®nnon©�onnnnnnn000©nnnnnonnnnnnnoonnonnnnnnnnonnonnnnnnnnnnn©000 ®nnonnnnnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnnnnonno©©©nnnnnn©©nn©© ®nnnnnonnn©©000©nn©nnonnonnonnnnononnnnnnnnnnonno©nnnnnnnnnn©000 ®nnonnonnnnnnnnnnnnnnnnnonnnnnnnnonnnnnnonnnnonnnnnnnnnnnnn©nnnn ®ononnnnnnonnnnnnnnonn0000nnonnouno©nonnnnnonoonoonnonnonnnn©000 ®ono©©onnnnnnnnnnnnnnnnnonnnnne�nnnonnnnnnnnnnonnonnn©oouno©nnnnn ®nnonnnnnnnnnnnnnnnnnnnnonnonn nnnnnnnnnnn©000©0000 nnnnnnnn©von ®nnonnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnnnnonnonnnnnnnonnnnnnn ®nnnnnnnn©nnnnnn©nnonnnnonnonnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnn ®nnonnnnnnnnnnnnnnnnnnnnonnonnnnnnnnnonnn©©nnonno©nnnnnnnnnnnnn© ®nnnnnnnnnnn©nnnn©nnnnnn0000nn©onnnnnnnnnnnn000noonnnnnnnnnnnnnn ®nnonnounnonnnonn©nnnnnoonnnnnnn©0000©nnnonnnonnononnnnnnnnnnnnn ®ononnnnnnnnnnnunnnoonnoonnonnnnnnnnnnnnnnnnnonnoonnon©©nova©©n© ®onannonnnnnnnnnnnun©©nnnnnnnn©nnnnnnnnoua0000uu000©000©000uonoo ®nnnnnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnonn©nonnonnnnnnnnnnnnnnn ®nnnnoonnnnnnnnnnnno©nnnonno©nnn©nnnnnnnnnnnnoononnnnnnnnnnnonnn ®nnnnnonnnnnnnnnnnnn©nnnnnnonnnnnn©nnnnnnnnnnonno©nnnnnnnnnnnnnn ®nnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnn ®nnonnnnnnnn©nnonnnnnnnoonnnnnnn©von©nnnnonnnon©onnnnnnnnnnnnnnn ®nnnnnnnnnnnnnnnnnononnnonnonnnnnonnnnnnnnnnnonnnnn©onnnnnnnnnnn ®nnonnnnnnnn©nnnnnnonnnnnnnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnn ®nnonnn�gnnnnnnnnnnnnnonnonnon©©onnnn©nonnnnnnon©on©©nnnnnnnnnnon ®n©ova nonnnnnnnnnn©nnnonnonnnonnnnnnnnnnnnnnanon©©nnnnnnnn©nnn ®nnonnnnnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnn ®nnonnnnnnnn©nnnnnnnnnononnonnnnonnnnonnnnnnnoonoo©©oo©nnnnnnnnn ®nnnnnonnnonnnnnnnnnnnnnnnnnnnnnnnonnnnnnnnnnonnonnnnnnnnnnnnnnn ®nnonnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnnnnonnoon©onnonnnnnnnn ®ononnnnnnnn©on©onnnnnnnonnnnnnnnnnnnnnnnonnnonnonnnnnnnnnnnnnnn ®noonnoonnnnnnnnonnnnnnnnnnn©on©nonnnonnnonnnon©ono©onnnnnnnnnnn ®unonnn©©©nnnnnnonnnnnnnononnnnnnnnnnnnnnonnnonnonn©nnnnnnnnnnnn ®nnnnnonnnnnnnnnnnnonnnnnonnnnnnnnnnnnnnn nnnnnnononoonnnnnnnnnn ®nnonnon©onnnnnnnnonnnnnnnnonn©nonnnnnnnn©onnonnonnnnn©no©nonnnn ®onoonoo©nonnonnonnonnnnnunoonnonnonnonnonnonnonoonnonnonnonnon© ®000nnnnnnonnonnonnonnonoonoonnnnnnnnonnonnonnnnoonnonnnnnnnnonn ®nnoonnunnonnonnonnonnonnnnonnnnnnonnonnonnonoonoonnonnonnonnnnn ®n0000unnnnonnonnnnoon000nnonononnnonnonvonnnunoonaononnonnnnnon ®nnonnonnnnnnnnnnnnnnnnnonnononnnnnnnnonnonnnonnononnnnnnnnnnoo© ®onnnnoonnonnonnoononnonounoonnonnoononnoononnonoonnonnonnonnnnn ®0000noonnonnonnoononnonoonoonnnnno©000©unnonnonoonnouoonnonnonn ®ononnoonnonnonnonnnnnonnnnnonnnnnnnnnnnnnnnnnonnnnnnnnoo©nnnnnn ®0000n000noonoonoo©uon000000no©nonoonoo©0000000noonnoonoonoonoon ®00000000nonnoonoonoononnnonnonnnnnnnonnoonoonnoonnnoonoonnonnnn �0000nnoonnnnoonnonoonoonnnnnnnnnnonnnnnnnnoonnn000nnonoonnonoon SEE TABLES SHEET 6 FOR DESIGN PRESSURES V N USING THIS TABLE •• MIN. BOTTdM SASH HEIGW- WINDOW BUCKHEIGHT-45.OM NOTES 1)USE THE ABOVE ANCHOR QUAH=ES 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 SUCK. • MR EEnNG RAIL 4) FOR SRES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 S A SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. �O�/��/' C; 1DT0 TECHNOLOGY DRIVE %pO '. STATE FI �••��� N.VEWOE, FL O4T16 P£ NO CHANGES THIS SHEET 4fePrcM 0.C.9Pa1^9b pmpe `InbprYfH`NmYa9u1 K PRODUCT REVISFfY mmPIY�S vnN We FlaeMa OwMio9 Code �Tpp Ass91s[e NP ,A/lAA E�wiawn Dau - iew_y.:J i 2 QUANTITY TABLE I J ROSOWSKI HUNG WINDOW INSTALLATION - LM 105/15115 s--- , v—E 560 1 NTS 1 9 OF 14 1 MD-DH5560-01 B SEE TABLES SHEET 6 FOR DESIGN PRESSURES V N USING THIS TABLE •• MIN. BOTTdM SASH HEIGW- WINDOW BUCKHEIGHT-45.OM NOTES 1)USE THE ABOVE ANCHOR QUAH=ES 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 SUCK. • MR EEnNG RAIL 4) FOR SRES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 S A SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. �O�/��/' C; 1DT0 TECHNOLOGY DRIVE %pO '. STATE FI �••��� N.VEWOE, FL O4T16 P£ NO CHANGES THIS SHEET 4fePrcM 0.C.9Pa1^9b pmpe `InbprYfH`NmYa9u1 K PRODUCT REVISFfY mmPIY�S vnN We FlaeMa OwMio9 Code �Tpp Ass91s[e NP ,A/lAA E�wiawn Dau - iew_y.:J i 2 QUANTITY TABLE I J ROSOWSKI HUNG WINDOW INSTALLATION - LM 105/15115 s--- , v—E 560 1 NTS 1 9 OF 14 1 MD-DH5560-01 B P£ NO CHANGES THIS SHEET 4fePrcM 0.C.9Pa1^9b pmpe `InbprYfH`NmYa9u1 K PRODUCT REVISFfY mmPIY�S vnN We FlaeMa OwMio9 Code �Tpp Ass91s[e NP ,A/lAA E�wiawn Dau - iew_y.:J i 2 QUANTITY TABLE I J ROSOWSKI HUNG WINDOW INSTALLATION - LM 105/15115 s--- , v—E 560 1 NTS 1 9 OF 14 1 MD-DH5560-01 B .6Z5' i'L rOJ-CHIWNEL ❑ FRAMEHEAD SAW--�--ff OIL— .oar n i J.aa+• FN FRAME ) SILL v r,vN+ ��0001 LEG .635• OEWAL FRAME SILL T OFIN FRAME HEAD — 3.500• - -o-- ASY OJ4:HANNEL FRAMEJAMB 3.50LV� �I 063' • ,..e3• OEWALLEGFMME625• 4 HERD r 5' 1 .6'J� FUWOE FRAME rt0 JAMB SAW III ow II 3.4B3• 067 n � 2+4 .aZS U a FIANCE T OFRAME SILL asar �. �r— .062• 0 C 12 EOBALLEGFRAME JAMB T1.3717 11 I IIII� �I��'T ,1,5• z.,B�r. /,.4i3• �- ,.5�• -1-� 1.375• 1.3)5' 11 OOu JJJIII ��� �f�� ���111 B)4' 1.000• F— 1.000' �+ SASH STOP LIFT RAIL LIFT RAIL BEVELED BEVELED 16 °��RRAIL ,8 SASH RAIL 1] � 18 SMEWCOVER tB IMR:RLOCK OO IMERLOCKCOVFA 21 IMERLOCK OIMERLGGK COVER .316 .�..J M4' � 715• 1 .ROOIICTR"h ft 1.fiY8' <d^I4Y�ewNh lln FluNe a56• ,osB• a 1°'" r 17•DIn3D.10 Attegence]b rLD2D .036'// Renven: Dxe O LAMI1I 10 eo E%)RUDED SCREIEN FRAME ,+ TOPSASHPML ; �ON........ 91�� NO CHANGES THIS SHEET. �®,I m,tOBuLL t,10ENgF'•. 1 ,.tes• ,�—_ Ii _ No. 55105 :i. i ® DmWPBw: Drv.n Br: .alr •)+s -v � - N-ve,i wWGGVDwvE WINDOW EXTRUSIONS J ROSOWSKI O.S. .�• � I p 6 1�-:' i (941HCE.FL3.:� D,�� O,t,'., s ATE 4i (B4tMeo-teaB nBe: %((`s''.,[ORIOP.. G��; RBsa,i DOUBLE HUNG WINDOW INSTALLATION-LM 05115/15 Oucxr snsx OSTANDARDSAsx OHD SASH /.SiONALrG,N`t`�` ^d•�,^M, s�l� sn.ec D.e.xp N. R... REINFORCEMENT 36 REINFORMMENT 25 REINMRM EM //Altw"mL32R P.E. �� DH-5560 NTS 12 OF 14 MD-DH5580-01 B Bill of Material M pad III Descdpticn medal 1 620113 Eme hanrel PVC 2 620114 Forme Heal- Flange PVC 3 620115 Flan Head -Fin PVC 4 620116 Flame Head - Equal leglBOx PVC 5 620105 Flame Slll -J annd PVC 6 020f06 Frame Sill - Flange PVC 7 E 107 Fran Sill - For PVC 8 620108 . Frame Sill- EqUalLOVEW PVC 9 62D109 Flinn Jamb -JCh I PVC 10 F 621110 Fran Jamb -Flange PVC 11 620111 Flame Jamb-Fn PVC 12 620112 Frme Jamb-tqm LaglBox PVC 14 B20171 ITop Sash Pull(OPL) PVC 15 620140 KeeW Rall PVC 15 620129 Sash Ralf (SIOes, Top 8 BORM) PVC 17 620134 Baance Coen PVC 18 620133 SWhStoplScnw Cmer PVC 19 620156 L18 Raa Mdn BOOS T5 AI 20 620144 LIE FISH Wedock Cater PVC 21 U0157 Beveled mtenack 600575 AI 22 820145 Bmeled lntenack Cote PVC 23 6Y(1150 Ligid Sash Relnlomemem 6063 TS AI 24 620151 Standmd Sash ReInbeemen 6063 TB Al 25 620152 HD Sash ReJnbceme4 6963T6AI 30 61841 We uwstnP, .187" x .270' Fin Pile 31 6C30D Wee n..q, .190.... Foam Bulb 32 61719 WeatheatnP, .187' x.220' PoIYPile 33 N. Weatheamp Plug, .22D' Ftlseal W 78XIMTrr A8x 1'Ph PHSW(Intalock mwnthg Scmm SS 38 720210 Weep Hole Corer PVC 39 720185 Tilt latch Relnfanxnn nl Glp PVC 40 720)W= Constant Fome Balance 41 70X34PPAX 98 x 314- PR FH SMS (Curt Foma Balance SennY) SS 42 Sgral Balance 43 720205 SpirA Balance Sloe NYla1 44 78X114FPAX A8 x 1-1l4' Ph. FH SM9 S lal Balance Scm SS NOTES: 1) GIASS AND SOME PARTMMONS NOT SHOWN ON DRAWINO FOR CLARITY. 2) JCHANNEL FRAME SHOWN, PMTSA 1, 5 a a. OTHER FRAME TYPES APPLY. 3) PVC BY ENERGI WINDOWAND DOOR PROFILES, LTD., TO BE LABELED FOR A EXTRUDER CODS. 4) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 68 7. 5) ITEMS A 13, 26�29, 34, 36.37. 6571, 738 64 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL NO CHANGES THIS SHEET I BILL OF MATERIAL A (BOM) . I J ROSOWSKI DOUBLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 NTS 1 13 OF 14 * : N0.5B705 • 1F - 'IFS • :F[ORIOP,: 'G�t'� A LVNN AVIIL. P. v.Evsmas VROD=Rln I w ,FIY:48 v41N dN FIaiU6 Bamm¢cme Et®mrin 1 ?A7M ExDirellan Dee D7 Minn" BIII of Material, cont # 1 PedO I DescnptW Material AWe K MeehaNam C ee 46 720198&9 SweeP Leek Cast Zinc 47 720195&6 Aldo Lock CowsASsemMy Cast am 48 7SX118OPTX 98 X 141W Ph. FH SDS (AutdSweep Lock Scrnh SS 49 ' 720200 AUIo and Sweep Lock Keeper Cast Zinc 50 76Xi4PPTX #8 X 314• PH. PH SDS (KeeperScmM SS 51 420181 L7R Beveled Tit latch Canter Key 'PVC 52 42DI82 UR Pull Rail Till Latch Comer Key PVC 53 7634PHFL #8 X 314' Ph. FH SDS (Phil Bar& 8tl Latch Screw) SS 54 420183 Tilt Latch PVC 55 420184 Till latch Relalner PVC 66 720207 V Tllt latch Spring SS 57 420186 PmsiLCTk Latch Finger Pull PVC 58 70IN Metal Tllt Latch Filter PWl Cast Lne 59 420180 Pivot Bar Comer Key (Top & Bottom Sash) PVC SO 720206 Pivot Bar (TOP & BoBom Sash) SS 81 7101]7102 Tap Sash lilt Latch (MR) PVC 62 76Xi2FPTK #6 x 10 PR FH SDS(top Sash 111t latch SO" SS 63 72D191 Sash Pull Handle (opt.) Cast am 64 78)34FPT 98X 314• Ph. FH SDS (Pull Hartle CRYN) SS 72 72D735 1- ml. I.G. Bead PVC 74 BacklXXkl'ug, GE 770D or DORY 791 Site" 75 7168185 SetOng Block (718 X 2- X 118•). 85+1- 5 dwo. EPDM SO 61012 EXtn ded Screen Frame Alum 81 fi0775 Extmtled Scleen Spreader Bar Alm82 70KGL821 Screen Comer Keybr ExMdFrame PVC. B3 72045 ExMded Screen Spreader Bar pip Alm 85 71GASPM TORSIM Spring SS 86 61816CA8 Screen Ckdh F@eglass 67 61635/61624 .14D• Screen Spline (Mactlinertand Rolled) Vlnyl NO CHANGES THIS SHEET. on. TOP SASH ASSEMBLY �- DETAILS EXTERIOR f1 * NO. $8]OS PRODUCI'REVi3FD * as <Aap1YiA6 e'lOIdAF'bMA �' -9:� Bwldu,aaac OF MATERIAL B (BOM) J ROSOWSKI P. �. I De t 30.30 P. me 20?A 3LE HUNG WINDOW INSTALLATION -LM 0515N5 '�,,SS.yO �NG1,� oese s sn«E DAAMA xo. raw: ' ]r1 NA'�LyyL11x1 H-5560 NTS 14 OF 14 MD-DH5560-01 B 0.LYPJE.8 T05 Pa. 11 PE.Afi81Q FRAME WELDS OPT.SWEEPLOCK 1 D70 TECHNOLOGY DRME N. VENIM, FLa<Y]5 (e41Heo-mao conwrameawr PmwAIwrBAs wc. NLPgXr9PE49N® :l OPT. AUTO LOCK �J m xa on. PULL HANDLE BOTTOM SASH ASSEMBLY DETAILS EXTERIOR L? OPT. BEVELED INTERLOCK &COVER