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HomeMy WebLinkAboutNOASCANNED BY St. Lucie Count Y MIAMI�DADE MIAMI-DADS COUNTY e 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 i PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 r .miamidade.eov/economy .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 AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05115115, with revision B dated 06106117, 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# 16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 Y11/126/a Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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 aluminumslidingglass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTT"I spacer system and XL Edger" spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and F7M-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0 714.03) 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 Idabnis 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) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51e Edition (2014), dated 05/15/15 and 08129/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. / Manuel Vcre74 P.E. Product Contro Efiner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (corrrnr-uED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coN NuFD) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass InterIayers" 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 5t11 Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0519.05) 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.16-0714.03) 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 icing on 07/30/20. Nlam Per P.E. Product Cou col E miner NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE EXAMPLE FOR �2&1I6'MAX. O.C. MDM&TOP 12°MAX.FROM HEADER (BIM. FRAMESEAM FORALL B. SEE WINDDW TYPES) SHEETS A SEE F'- B,6EE�E -30-MAX. O.C. •-�12°MAX. SHEEi3+ 6MEETS A. SEEirMAXSHEET 3iEQUALLY 17-?W MAX.O.0 SPACED E FA EDgNTASLE PER SPACED TABLES411 ANTABLSPERTABLE5411MAX'10°MAXO.C. BUM HEIGHT EQUALLY13a14'MAXO.C. EQUALLY bPgCED�_ SPACED ANCHORS PER TABLES&11A TABLE5311 61? MAIL - M-MAX. BUCK WIDTH SD" MAX. O.C. 12'MAX. FIXED VISIBLE LIGHT WIDTH 12 MAX. J— S, SEE - bHEET3 FIXED - I VISIBLE —r _ A,SEE / LIGHT 17-IWMAXO.C, SHEET3i HEIGHT / J_ Bi.ie' SPACED SPACED / - MAX. ANCHORS PER Q BUCK TABLES411 �— HEIGHT X ^ ID- MAX. OC. I L--_ D.C. EQUAULY I)I ��IGHT 7TABLES SPACED - ANCHORS PER ) i 9.111` a iD"MAX. FROM FRAME SEAM DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS &] LARGE &SMALL MISSILE IMPACT RESISTANT D. SEE SHEET4 6Y MA%. t0"MAX.IO.C. BUCK J•_Ji_ HEIGHT 13.3M' MAX.O.C. —77 BEE SHEETS B&9 52-ire' MAX. BUCK WI01 H SEE111?ll 1-114' B&B I BUCK HEIGHT ASSHOWN X (01.78' —1 MAXI B JNO ANCHOR ANCHORS ATSILL \.. } SEE SILL WEER Bf---JNO ANCHORS AT SBL SASH VISIBLE �NOTCN B � SEE BILL Of--1 1-1/4" —�{ NOTCH OETAEESJLLWO15, \-- 54°MAX BUCK WIDTH NOTCH DETAILS. LIGHTWIDTH OETA6S, SHEETS 54'YMA%. BUCK WIDTH +-j�NOTCH OETNEIS, SHEETS SHEET4 SHEETS ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION ib' HEIGM SEETABLES UP TO 4-11 ANCHORED THROUGH DIMENSIONS THE NAIL -FIN FOR OTHER CONHWKAT10N51 REQUIRED WHEN USED II ICATIONS IN MIAMI-DARE TO 2XARE 1-In' (SIMILAR GLE HUNG WINDOW E REQUIREMENTS OF THE FLORIDA SUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(lNI GENERAL NOTES.................................................1 REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HYHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. ELEVATIONS.......... ---- .....................................1 AMI-DARE CCUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOROPTIONS.................2 'ERANCHORTYPE. INSTALLATION, FLANGE & EQUAL LEGISOX....3 IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT 15 INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN &JLHANNEL...4 WPM I Isom ANAL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GLAZING DETAILS ........................................ .......5 6)114° MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERETHE PRODUCT IS NOT FLUSH TOTHE SUBSTRATE. USE 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. 8, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, MD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOa1S CORRESPONDING TO THE REOUIREI USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS IN1 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 10) REFERENCES: TEST REPORTS FTL-7964 & 7865: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGREGATOR NOG; El SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFIGA DON FOR WOOD CONSTRUCTION, ANSVAF&PA 11)APPUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. . USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC. WINDOW OPENING'$ DESIGN PRESSURE REQUIREMENT FROM ASCE 7. �,�....�r e,,,.. eeununo nonllP FRnM TALI FSe DR 3 ACCORDING TO THE INSTALLATION CONDITIONS. PRESSURE FROM TABLES 4B. IT MUST EQUAL OR EXCEED 1 HE DEIGN`�Kenewm�.�n, r..n ,n�...�,... OPENING OBTAINED IN STEP 1. 41 DETERMINE THE ANCHOR QUANTITY FROM TABLES 911. VERIFYTHEANCHORISUBSTRAW WILL MEETREQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, ANDTHAT ALL MIN. REQUIREMENTS FROM THIS SMEETSET ARE MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEGIEOX). ;SURFS....................... .............. ..... 6-7 IRTRIES........................................ &10 PROFILES ....................................... 11 PARTS LIST.................................1. 12-13 PRESSURE. THE 3&13%STRESS INCREASE HAS NOT BEEN •ABTA E1300-09 '�- ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCT ION PRODUCTREVISED AEW'ED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL, ADM-2015 •aS15100.12 'U C°mNW"S �'N�P�MR 3OW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER •asc 3so-lD BNMmg Code Ate, !7• 0.00 IMINUM I a LYN N4 ��i7'%, R•MsroR: UPDATED TOFBC2017.-JR- BY ti�oN•� a« Mm<06/06/17 58706 t �`— J OeaMpSan: Dwvn SY '•• (j ry- I�.•;�C'_ 10TOTECHNCLOGYDRIVE GENERAL NOTES & ELEVATION J ROSOWSKI � ••. TE ,. (O�: %y+''•`Dp10P•'' �.` N. VENICE,R342/6 - (041)d80.1B00 m•' SINGLE HUNG WINDOW INSTALLATION - LM DUN: 05/15/15 S/ONAL1 EN pia IPFn�wc. 3,dn/M,4n: smN: sn..c ru..lm Ne. Roe A. LYNN IIIIlER`PE. __---- I1-"�-- SH-5500 NTS 1OF13 MD-SH5500-01 B Glepry Type - _ _ p¢rdptlon fLlsrerl from Eatedorto lnteder) Desgn Pressure Table #I Sheet 6 71T Laminated l.G.: 1/e' A E.t.d., Cep+ Tltb- Air Space • L10• LemI.Mad; (2) UN. of 110' A Glen Wth .00P PVB Interlayer 4,5 6 6 71V Laminated l.G.: 1/Y T Exterior Cap +7/16' Nr Space * W16' LeMnabd; (2) Utes of 1/8' A Glass with .080' PVB lntedayer 4,6 6 7 71V Laminated I.G.: Y1W A Exterior up+3/8' Air Space+ &Is' Laminated; (2) Utes of 1I8• A Glass with .090' PVB lntedayer 4, 6 5 8 7iWUninated l.G.:Y16'TExterior Cap +3'8'Air Space +5M6'Lernneted;(2)LISS of 1IW A Glass MN.09P PVB Nterayer 4,6 6 9 7/8'Laminated I.G,:1/B'AExtsdor Cap+711V AIr Space+5116'Laminated;12)Uses oft/8' H Gan with.090• SG Inedayar 7 7 10 71W Laminated l.G.:116`T Exterior Cap+7116'Air Space+SMW Lamineted;(2)Wes of l/8' H Glass wffi.099' SG lntedayer 7 7 11 T/8•Lemineted LG.:Y1B'AExteder Cap+YB'Alr Space+Y18°Leminetod;(1)Utesoft/B'HGlap xOh.f9p'SG lntedayer 7 7 12 7/e'Leminat.dLG.:Y18'TExterior Cep+YB'Alr Space+5l1B'Lemineted;f2j Utea o1110•HGIass WAl1 .090'SG lnletlayor 7 7 13 7/a'lnmlwted l.G.:1/8'AExledor Cep+6116'Atr Space+]/1B'Lemine4d;Q)Utes of YlB`A Glees Mth.0to'SGlnbdeyer 8 7 14 7/BRaminates l.G.:1/B•TExtedor Cep+5116•Air Space+7/18•Larrinated;(2) Lmas ofWIW A Glass w U.090' SG lntedayer 8 7 15 7/•' Laminated l.G.: 3r16' A Extador Cap+ 1/4` Nr Space 4 7/18' taminated; (2) Uloa of&16' A Glass Am.091Y SG lmedayer 7 7 10 171rLamWted l.G.:X10'TExtanor Cap +1/4'Air Space +7116'Lormeted;(2)Liles ofX16' A Glass wW.0B0' SG IMedayer 7 7 Group Anchor Substrate Min. Edge Distance Min. FmbosmenT p g10 SMS (steal, 18-8 S.S. or 410 S.S.) P.T. SoumemiPine (SG=0.55) 711W td/a- Steel, 3/8' 0.' 053A35 Steel Stud,-A8533- 33• 3/e' 0.040. (18 Ga.) (18 Aluminum, 806}T5' 3/e' 3r1W steel U6mcon P.T. Bouthem Pine (SG=0.55) 7/16' 13/e' 14US'' Concrete (min. 2.85 kal) 1. 1-ww Ungmined CMU, (ASTM Cg0) 2-11T 1-1/4' S 912 SMS (steel, 18-8 S.S. or410 B.S.) P.T. Somham Pine (8G0.55) 9/16' 12w Steel, AM' 318, 0.050• Steel Stud, AD53 Gr. 3W 318- 0.0451' (18 Ga.) Aluminum, 0083-TV 318' 0.OS3' 1/4' steel Ultmcan P.T. Southern Pine(SG=0.55) 1' 1JI8• 1/4'steel Creteflex P.T. Southern Pine (SG=0.56) 1' 13lw 114'steel Aligre-Gelor P.T. Southern Pine (S( 0.56) 1' 14ie' C 1/4' steel Ullmcon Ccmte(min. 2,85 ksp on 1' 14/4• Ungmuted CMU, (ASTM C4)0) 2-1/Y 1-1/4' 1/4' steel Cretefiex Concrete (min. 3.35 test) 1' 1S/4' 1/4'steel Ultmcon Concmte (min. 2.85 ksi) 2-1/2' 1 T4' D 1/4'steel Crete6ex Concrete (min. 3.35 test) 2-1/Y 13/4' Ungmuled CMU, (ASTM G90) 2-1/Y 1-1/4' 1/4' steel AggreGator Com I 1-1/Y 1318• Grouted CMU, (ASTM G90) 1 2' Y GLASS TYPES S. 7. 9111, ' 13 & 15 MAY NOT BE USED IN THE HVHZABOVE 30'. MIN, OF 3 THREADS BEYONDTHE METAL SUBSTRATE. NNGROUTED CMU' VAW ES MAYBE USED FOR GROUTED CMU APPLICATIONS. Group Anchor Substrate Min.Ede DigMtn. Edge Min. MIn. FmbedmenP E 2.1/Y x .131' Caomon Nall P.T. Southern Pine (SG=.55) No- 2-7116' 2A/Y Ring -shank Roofing Nag P.T. Southern Pine (SG=.55) To- 2.7116' P.T. Southern Pine (SG=.55) 112' 1-310' #10 Tms.head SMS Aluminum, 6063-7W Y8' Dow (steel, Steel Stud. Gr. 33' YW O.D451' (18 Ga.) o B.S.) a 410 S..) Steel, A36' YB' 0.050' F • MIN. P.T. Bouthm Pins (SG=.W) 9H6• 13 w g125MS BEY01 DEYOI Alumimrm 6Gr. YB" 0.083' (steel, Steel Stud, Gr. 33' 330 YB° 0.050' METAI sues ar 4109.SJ steel, A38' YB' 0.050" F. Glen From Frame Type Options Confllpt I Shapes Installation Options that may be used (see Fill; B) (see Table 1) (sea Flg A) (see Fig C) ....into 2X Wood FmmdOuckwhlp- cheat 3, 010on 1 Flange Eque-Us, Squam1Red., Through the Sams ....Into Conorme/CMU -.heat 3, option 2 (N2) 5-18 Ode/ProVew S Conage Amh-Two Radius -Tap ofthewindooc=... __through 1XBuckstdp Into Concrete/CMU-sheet 3, option ....into Metal -.heal 3, option 4 ....Into 2X Wood Frame/Buemdrip-seel 3, option 1 Box/ Egiul-Un, Square/Rect.. Through the theme ....Into Co,c.N1CMU-Chest 3, option2 Equal -Leg (A) 5-16 Odeen s, 8 Coatis Amh-Tap& Radius Tap ol0e Mescal......-Almwgh lX Bucmmp Into COncmt&CMU-shed 3, apt.3 ....into Metal -sheet 3, option 4 Through the ....Into 2XWood FmmSrBuekstdp - shell 4, o08an5 JChanne1 Equal-lile, 3quam/11"t., IMegrel6n...... ....Info Metal - Sheet 4, When (41) 5-8 OmVPredew BCoflege Amh-Top& Radus-Tap Through%a Oame....into 2XWead FmmPJBuckatdp-ceet4, optlon6 in Metal 4, optionB a/thewtinsow......... Through the ....Into ZK Wood FhemelBucksbp- sheet 4, option 5 Egual4Jte, SquarefliwL. Integral fin...... ....im Metal - sheet 4, opt.7 E 5-8 O&Dc, ew S Cotlapa Arch-TOPp Retlius-Tap Through to tram0 ���.into 2X Waod FremNBucN P - mean 4, 4ptianfi ....into Metal -.heat 4, Cpgon 0 anthe wiMow...... EWAL-CITE ORIEL COTTAGE --IBUCKWIDTH It %/ +I BUCKWIDTHI-- ( %/ T +{BUCKWIDTH{�-- ' T x x � x as In w IS 1RECTANGDL4R � RADIUSTOP � � PRCH-TOP 1 WINDOW SHAPES AS ABOVE OR SIMIIAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN.A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS &10. ^'-y :p�,C• K �T,••yOt17`� 1070 TECHNOLOGY DRYE N. VEm FL 31275 D53 IOTHE F '•.!zounpP.: 'G�` (041i<641000 m�mu ♦ RATE. A. iiaifv't1V1 PE. CERT.OFAU7H.;12k198 ' BE u597oa LAAF TVPFC O O . J-CHANNEL INTEGRAL FIN O O FLANGE SO%OR EOUPL-LEG Material Min. Fr Mi. F„ Steal Screw 92 1e1 120 kal 1"S.. 60ksl 95 k.I 410 Screw 90 lust 110Iw1 Ebo Agim-GatorG 57 kel 96 ksi Elco UltraCmID 410 SS Elco CmteFlaxIs 155 WI INA kel 177 ksi 1617 kal 806}TS AWminun 16 INS! 22 Rai AM Steel 38 ksi 50 list Or. 33 Steel Ste] 33 ksi 45 ksi ANCHORS RE -GROUPED. - JR - 06/06/17 'A'=ANNEALED 'H' - HEAT STRENGTHENED T=TEMPERED PVB' =.0g0' TROSIFOLGPVB BY KURARAY AMERICA. INC. 'SG'= .090"SENTRYGLASID INTERLAYER BY KURARAY AMERICA, INC. U ANCHORS/FRAME OPTIONS J ROSOWSKI HUNG WINDOW INSTALLATION - LM 05/15/15 sc,te: snm6 Ixewxp xa Rer. i500 NTS ITOF 13 'MD-01 B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAMEAND IX INSTALLATION DIRECTLY INTO CONCREIFJCMU. BUCKSTRIP INTO CONCRETE1CMU. OPTION EDGE DISTANCE SEE NOTE 2. THIS SHEET. EMBEDMENT "HOREB THROUGH EMBEDMENT FRAME INTO 2XWOOD 1/9'MA%SHIM 18 1/4•MA%6HIM r-- 7 FRAME OR BUCKSTRIP. -� SASH VISIBLE 17 EDGE SEE NOTE 2. THIS SHEET. EMBEDMENT rl�j 1B LIGHT WIDTH EDGE DISTANCE 1 U FLANGE FRAME �1 DISTANCE _ SHOWN 44 BALANCE TYPEVARIES TYRANCHOR ❑ S.I. TW. ANCHOR TYPE. 42 WITHSWEIGHT HT 54 o EMBEDMENT EMBEDMENTAND AN O EDGE DISTANCE PER 2 TYP.ANCHORTYPE. EDGE UIbTEANCMEPN UEDGE IE. DISTANCEPPER - Q, 37 - EDGE B STMT O SEETABLE2.SHEET2. SUBSTRATE. ' DISTANCE SEE TAB 1B SEE TABlE 2. SHEET2 •,"' E%I[1ETJRIOR 87 SHEET2 e _ MEOVISISLE - 4 _ - •' FIXED 19 2010PT.SASHTOP FACE 'I LIGHT WIDTH EOUAL WSIBLE JLIFTRAIL FRAME 2 _. LEGIBOX FOR ALL WINDOWS: OWN LIGHT NOTES: SHIM I� BUCK MOTH FRAME HEIGHT LDHORIZONTAL SECTION A -A sgowN FROMEND AN _ 49 48 CENTER. AND AT 11USE ONLY SUBSTRATE -APPROPRIATE 2221 FORWINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMSEDMENTAND OVER 36•WIDE: DARE APPROVED MULLION,FED COMPLIANT SUBSTRATE TIES, TABLE 2, STEEL 2. T2 0 ADD ADDffIONAL EDGE TANCELIION SHOP MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE25HEET 2. 4 454047 SCREVVS 35 FROMEND.16 • WINDOWONANYSIDEOFTHE MAY 1l4•MAX FOR WINDOWS WIRI o I' SHIM #IDOR012STEEL 1/4•MA BOTTOMIOCKS: J t� BUCK yg O 18 SCRI0S-SS- USED MO WOOD AS PER TABLE 2. EMS ONRYANCHORSMAYBE SHIM HEIGHT SCREWS � B-39• SMS (BI.E 21 I I SHEET2.ALLWCCDBUCKSLE53 TABLE2. B' 30 1— FROM ENO. CON IERE]D lXINST TI SHEET2. D SASH CONSIDERED IXINSTAIONR 11S.1% EXTER100. VISIBLE WOOD BUCKSARE OPRCNALIF LIGHT UNIT INSTALLED BUCKS YTO HEIGHT SUBSTRATE. WOOD BUCKS 18 DEPICTED AD 21XAN 1 BUCOK USE EITHER OR GREATE0.1XAN02X BUCKS �Q OPT. 65 LATCH OR (WHEN USED) III BE DESIGNED L1 OM (2OR 01 31 30 64 BESTED UNIT. TO PROPERLY TMNSFER LOADS TO FLANGE THE STRUCTURE. WX) BUCKK FRAME a EQUX.LEGIBOX II))nnIIIII�� a INTERIOR WEEP LOCATION: 66 DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHESAT BO FROM SASH END. RESPONSIBILITY SHOWN EACH END. ORARCHRECT OF RECORD. EXTERIOR 68 3)VISIBLEUGHTWI)THORHEIGHT INSTALLATION 0 INSTALLATION 8 (ALSO REFERRED TO AG DAYIJGHT OPTION V OPTION PROWCIRBt'LSED 67 OPENING)ISMEASUREOFROM ANCHOREDTMROUGH ANCHORED THROUGH " 'HT+10 ID'Fbeh �....., �ecmnv _.—,r�—114•MM SHIM BEADINGTOBEADING. B1° f ....... ANCHOREDTHROUG. FRAME IWO METAL NCHO EDTHRTAL Acuplc:�H°-b-'P-q'ic'Oi7�Mn VERTICAL SECTION B-B NOANCHORS- REQUIRED IN VISIBLE LIGHT FORMULAS N0. 587D5 FLANGE OR EOUAliEO WIDTH FRAME SILLS @SASH:BUCKWIDTH-6IW ® FIXED LITE: BUCK WIDTH-4316• �%3 •. 6 HMGHT(EOUAL.LITE) ' KL`S'+FYOg10P,. BUCK HEIGHT2-3-15116' % S� 'ell OVAL V I A.LYNNMILLER,P 1070 TECHNOLOGY DR2/E I FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI N. VENICE, FL U275 (8/1)d60.1600 BINM: COMAK4RC3017 SINGLE HUNG WINDOW INSTALLATION - LM 05/15I15 raronlmlwm.wc O5NTS 53eF 13 dMpDSNH5500-01R.r. B' INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INT02X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE INT02XW000FRAMEOR If EDGE DISTANCE ANCHOREDTHROUGHINTEGRAL EMBEDMENT NOTE 2, THIS SHEET. BUCKSTRIP.SEENOTE 2, THIG SHEET. FIN 1702X WOOD FRAME OR 0 114-MAX SHIM 114-MI —�- BUCK-STRIP. SEE NOTE 2, THIS EDGE DISTANCE 16 SHEET. TYP.ANCHORTYPE, SASH VISIBLE L,� 3CHANNEL EMBEDMENT AND EDGE �L� 18 LIGHTWIDTH 17 FRAME O 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2, SHEET 2. -----� �}L' (SCREW SHOWN) D 44�EAANCCVMIES O EMBEDMENT `IM MAX SHIM 42 WITH SASH EDGETYP.ANCHORTYPE, DISTANCE �—I WEIGHT y1 300 EMBEDMENT AND EDGE L� 31 DISTANCE PER SUBSTRATE, a SEE TABLE 3, SHEET2. 18 (NAIL SHOWN) EXTERIORBT EMBED TYPE, Vn INTEGRAL EMBEDMENT D EDGE SUBSTRATE � FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE.. 19 FRAME SEE TABLE 3, SHEET 2. FIXED ��( 20 OPT. AIL TOP LIGHT WIDTH VISIBLE T LIFT RAIL JLHANNEL 1 SHOWN (NAIL SHOWN) LIDHT FRAME HEIGHT 1ANCH ANCHOR NOTES: SHOWN 1 ANCHOR 3.55' BUCK WIDTH L 49 48 FROM END AND AT USE HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATEAPPROPRIATE 22 FORWINDOWS ANCHORS LISTED ON TABLES 2 & 3 OVER 36'WIDE. OF SHEET 2. FOLLOW EMBEDMENT 114'MAX. DARE APPROVED MULMON, FBC COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL MD. T2 0 ADDADDITIONAL AND EDGE DISTANCE LIMITS. ANY I-� MAY BEVERTICALOR HORIZONTAL. SEE SUBSTRATE PROPERTIES,TABLES2&3,SHEET2. SCREWS@1631&- INSTALLATION OPTION SHOWN MAY SHIM 14 45 48 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWSWITH WINDOW. SUCH ° BOTTOM LOCKS: #f00R #125TEEL 114'MAX. HEIGHT 60 v O 38 ADD ADDITK)NAL £)MASONRYANCHORSMAYBE SELF -DRILLING SHIM SCREWS @&n. USED INTO WOOD AS PER TABLE 2, EMS (GS), BEE 1 85 T— FROM END. SHEET2. ALL WOOD BUCKS LESS TABLES 2&3. D� 30 THAN 1.1n' THICK ME TO BE SHEET2. SASH CONSIDERED IX INSTALLATIONS. EXTERIOR VISIBLE 1XWOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER LATSUBSTRATE. MOO BUCKS BOTTOM(SHOWN) DEPICTED AS 2X ME 1-W'THICK LOOK(S e6 78 OR GREATER. IX AND 2X BUCKS OPT. OR OCK(SHEET 3). (WHEN USED) SHALL BE DESIGNED FIN AND/OR (2)1' 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION:6bI8" TO THE STRUCTURE. WOOD BUCK FLANGE REMOVED WEEP DESIGN SASH END. DESIGN AND INSTALLATION IS THE IN -FIELD NOTCHESAT 80 RESPONSIBILITY OF THE ENGINEER INTEGRALFIN �e e EACH END. NOANCHORS OR ARCHITECT OF RECORD. FRAMESHOWN REQUIRED E EOD IN - ILLSIF FRAM 7 RREXTERIOR INSTALLATION 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION , THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT 6PTION7 fl_ OPTION PRODUCTREVISED OPENING) IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL �mmPIYUW.wi161M F4iide INTEGRALFIN ��--LL 114'MAX BEADING TO BEADING. ANCHOREDTHROUGH Buildim Cud. FRAME SHOWN LJl_J❑ SHIM 011111111I111 INTEGRAL FIN INTO METAL (INTEGMLFINIFWIGE REMOVED) AeaFMwe Nb `7 Rwlabn: vcu.n DNa I 2T'%1.25'WEEPHOLE ` `��O'1}CEN3F�� I3y MOVER ®2B7' :-Lc'= k4 i . PA,i, 38 FROMEACHEND. O VISIBLE LIGHT FORMULAS _*r No.58705 TYP.ANCHORTYPE, EMBEDMENTAND EDGE EDGE DISTANCE yylpTM DISTANCE PER SUBSTRATE, BUCK WIDTH -&17Y(([[ DeacrtPtlan: SEE TABLE 3, SHEET 2. —.T EMBEDMENT ®FIXED LITE: BUCKWIOIH-43/8' ��0h0 I'•W� 10T0 TECHNOLAGVORNE J-CHANNEL&INTEGRAL FIN FRAMES JROSOWSKI (SCREWSHOWN) "0 R ITX` N.VENICE. FL342TS Gale: HEIGHTfEOVAL1ffE1 �Fs'•.�ORIDP,i•���`` (941}4&0.1800 R#a INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT&-3-15116' ' �S�ONAL E�G�� SINGLE HUNG WINDOW INSTALLATION - LM OS/15115 ANCHORED THROUGH INTEGRAL FIN IIIIII1I1111", rmlwiavlNFnOmlwc �yedeY 3ttb: Slw�t gvMng Nw Rm INT02X WOOD FRAME OR BUCK- •'ILR°M°�b°Nm STRIP. SEE NOTE 2, THIS SHEET. 0.LYRNMILLER,PE P.E#69705 CERT.OF AUTH. SH-5500 NTS 4OF 13 MD-SH5500-01 B #2929& -�{ 7/8-NOM. Imo- 7M'NOM. ilB'NOM. I-•- TI9'NOM. -+{ 718'NOM. 5/16" A/A PVB 5/16" A/A PVB 5/16" A/A PVB 5116" 511W HIH SG 7/18°AIR SPACE 7116" AIR SPACE 3/8" AIR SPACE 3/8" 7116" AIR SPACE 1AI A GLASS 1/8" T GLASS 3/16-A GLASS 311 1/8" A GLASS a EXTERIOR a EXTERIOR a EXTERIOR aEXTERIOR Ig)9 ig]0 ]g]0 ]g]9 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 5 -�{ 7M'NOM. -�i il8'NOM. 718'NOM. +{ TV OM. I Imo-' � 718•NOM. VA 5/16" H/H SG 5118" 5/16" HIH SG 7/16" a 7/i6" PIA SG 7/i6° aR SPACE 3/8" AI 31V AIR SPACE 5/16" AI 5/16" AIR SPACE 118" T_ GLASS 3/16" 3/16" T GLASS 1/8" 1/8" T GLASS aEXTERIOR a EXTERIORa EXTERIOR 8-I9 g 8 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 H/H SG R SPACE A GLASS aEXTERIOR ]g>9 A/A PVB AIR SPACE 6" T GLASS a EXTERIOR ]gT0 ASG R SqRIIR A G a VL 7/16" aA SG 7/16" A/A SG ALEI�M�RIQRT5 NOMGLA95 GLNSSTYPE59THR000H 1/4"AIRSPACE 1/4'AIRSPACE E TYP. 18 MAY NOT BE USED 3/i6'AGLASS 3/i6"TC]LABSLOR •INTEGRAL FIN FRAMES G']EXTERIORaE%TERIORGLASS TYPES 5, 7, 9.11.13 915MAYNOTSEUSEDINTHE HW ABOVE Op'. PRODIICTRRY OwGLASS TYPE 15 GLASSTYPE16Bw tl05 Cutl1lArc arerc"Nv/% O• :, YYNA/�one`AIt 47 � N0.58705 • •• GLAZING NOTES. * iF- A'=ANNEALED -•D C Ry. D.w fF.. aPm �'' TYP. GLAZING DETAIL H•=HEATSTRENGTHENED =A ••, I�: �= Two TECIMOL mivE GLAZING DETAILS J ROSOWSKI T=TEMPERED ® ���'• ST TE DF ;'(IV N.VENICE.nM75 Wfe: 'PVB'=.090'TROSIFOL PVBBYKU YAMERICAINC. % (l� ':F10RI0P.�' C� (941)48 1800 R5c •SG"=.69V SENTRYGI.MaDY KURARAYAMERIOA, INC. ,��5'SIO ENG`�,` r 9M9m1, SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 FORLAMINUT GL NGCOMPONENTS,SEETABLEI,SHEET2. ]]IIINALI11118 w]RdmOEs.m Serlm/Nn4N &W.: . Vm�,.. Rer: ALYNNN04ER.PE. MCFA � SH-5500 NI! 5, OF MD-SH5500-01 B REOM705 CERT.OFAVTH. R28285 TABLE4: mbmrypee Oaelpn Pnasun,bwlll' e,4iu H-SD.D W W YnI M FveEWWVS WM1ehee SEETABLEB,SHEEre FOR ANCHOR GROUP AND QUANTITY 11�u/Yr V JAMB SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLYTOALLFRAMETYPESB CONFIGURATIONS) Outlrypa e bm\YnI W ByiunenD om.Dasa,aeYo 5mmmw*m+' NeW stun emnxan0 w�oeao p+aiOnPmeun,lpalft6 Dnemw mm wand 52120 9d E@mMitl lt.al •BAD -me •m.0 -la0 sYmwacmy • -mO •esD .m.o a EyeHib H.M-D.e10 t+.Em-Ilse ws.a ,Q -MO .m.o .rao eomrepvw It9P.105R •65A -mD •ffiA a0.o nsn-v}Sa wso -rao •mn anD &eYUC GAIp, mDB9.mb10 • -mD • VAO TYIS Fq¢Illb 1].BI].A}9] •BSo -m.0 K5k aA0 61WbBppNY 16511.1]510 •&SO -RO 0 0 blalnl u.9nnase ws.o mD •m.o . 41 aao mime a.5u.m.D+1 .m.D mD .mn ano ..She wlwasea as).v.w 1.v. .eBD -m.e .m .o ano 'afi .Bs➢ .ID.D m5A ao0 w FwMltl a5n.a610 .Bso - D .mA .rao BnMwi Pm/w tlbt).n510 •6S0 -m0 •mA -mIS Onbn6ha 11m].11610 WSO aA0 •09A -m0 9lmlmt 11.BR-11518 .flBD -m0 •mA V0.0 itlhtl >15m.93A11 M4 m0 •m➢ -m0 9mlN fitllpf AN]-91.5m •BBO .RD •m➢ . EpWlb a61)-A610 •OS.D mD •m➢ ano N BVNaPVIgr 12m]-a50 q -R0 +BSA a0.0 WYn81. 11517-11.010 N4O -m.0 •mD 4a0 pamn06a D •AtD -m0 •06A V0.0 gplml 119I1.1},618 •84D -m.0 •BS-0 V0.0 `� TOYwt aam.n.6re .uo .mo .mD aa0 I %MaOGMbp a.51181911 •620 -m0 •mA -10.0 �' Eyilllb a511-m.518 •[SO .10.0 •W➢ a60 ? m mmemsa. asn. asm wso .ma wan -RD 8 9WWJPmIw 610 \. •BSD m.0 •20 - g mwshe usn....nse •esa -mD .mA .Morao O.km Bhe 1261).11610 •640 m0 •MO -m0 BbWI II.Tl.1}61e MSo m0 MSA -m0 rtlml amr.nam .ano D •mA .mo sw.ecm4 asn.vbla ,esa .RD .ma -rao ED.uw asn.%Am mBD -m.D wsA aao smewaewww asn-msle •asD -m.D .mA aao Mtvn6hw RmT.assla .exo -m.o .68a .mo wm.sha n.s+r.asm •asD - .mA mo cm n.sm •asD .rao •m.D m+ On.nnQ* 6ha In, B%].uam 61mual n.em. n.ole .eao -mD .as.o ms mal u5n.nbm •esD .m.D .m.D mD c mwsa. aw-aIIe w FgWllb a51I-m610 v M5A -m0 •mD .R ]5 ptlgn6Ce 9251I.a610 MAO ra0 •89.0 -mD smenmDlaw a5n.as10 .as.o .soo •mD mD wbmsB. am) -rile me➢ .BAo .e4.0 ala samma ae5e-able .Bso -me •m.D mrs Fgdlm aa11-+1p+ Mio .m0 •m.0 ia0 m wmws.. u%r.msle •ano D .BxD an 8m P. ae10-mb10 •BSo ra0 •65.0 ffi6 ? * No. M705 A TABLE 6: DnnlYme e,rse Deejin PlnfiDn, be4i) .85.O1-TOA P-RI T el] Fwell WMow W mae akas ANCHOR GROUP ANO QUANTITY. I��%/ j EKIIE'AI pR JAMB SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 5, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) NOTES: -_m : K - ,p'• 6 I•Jtu; DESIGN PRESSURE TABLES J ROSOWSKI 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. .�,a.'•., 6T 1EO 4/` 10TOTECHNOLOOYDRIVE Y) FRAME DIMENSIONS ARE BUCK, SASH HEIGHT IS AS PER THE FIGURE. •, n%FS\9•• ORIpP,:'G:e" S�ONAL N. VENICE. FL81T/6 (Ni) 1600 ROD: SINGLE HUNG WINDOW INSTALLATION - LM OD4 OS/15/15 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAIIAllE WIDTH OR HEIGHT DIMENSION SHOWN E�L` )N]Il lat+ „ima„ 1tirIMW51PF$%G SMm/Yadd; 6mlr SIwO DIOtlbY Na Rer. ONTHETABLE. A. LYNN MILLER PE. 'W Roxle�aFAV® SH-5500 NTS 6 0 F 13 MD-SH5500-01 B REM 6BT05 cETTr. oFauTx.�eemfi B1£ ]: a.mgn N1 b�1 g pee,jnnbOpYl 'm4®WNv XtlOb6Na 9M16'QS Rom'" DN®IPrguun.muTi -11P0 -tla➢ .11. -11ao -IRO 41. 1mO 41a0 -IAO m.0 Moat o. 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Aml H1.o me •]o.o fap .m.o m.a aa➢ ➢0.5 wmsoa msn-male .mn -11M..Io.. Maa .ro0 Mao •Ao .+ Mon. MUH.Mi m •Mo Mop •rm Mno Mo -mae Hno int .mo -0S7 •70.0 al •m0 ma •m1 Y25 mvmY isle-m.119 .ma nmo Mo -nm •T10 -1Ro .m.o amo G FWSIOa ]Mill-1LY •m0 M0.0 •RO Mto •RO Anal •RO -1f0.0 Hno -11a0 M. -M0 Na0 m] Hal N.1 y Ey1WY Rot]-31.W •AO A10-0 .Aa -11n0 aao A10➢ •RO -11 a0 wOYISW ]43f)-]o]lp .m0 Anal •Mo Mn0 -Mo m10 M.0 -101a •]n0 Aa •ro.0 mA .IaO ilA Hao ➢te Obbnm]a SS61i-a9516 •AO A+o-0 •A.0 -11n0 •R➢ -H •RO 41. OYNOPIOM ]Sn0-11a10 •AO IN. •RO -Ho0 MO -T/LO rm.o m.a .)a0 m.] •]40 m.1 .110 YlO .Mo 9Mo SLLWOFlOYm ]in3-male •A➢ -1Ad •Ro AIOA •mo .nMO •AO -nPa OtA Tma+l -• nlY •MO Mn. ,at Mno •mo -MS •mo 13a IS. R) MO m+ Mo m0 .mo mo ea]e rLN •AD A •m0 M0a Mao Anal .mo 1m SEETABLE 11, SHEET 10 HOIt w1m5]n.anwr r 11 wv iI- rr MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-50.136 NOTES: 1) USETHESETABLES FORALLWINDOWSINSTALLEDTHROUGHTHE FRAME. 2) FRAME DIMENSIONS ARE BUCK SABH HEIGHT ISAS PERTHE FIGURE. 3) FORSRES NOT SHOWN. ROUND UPTOTHENEMAVAII MWIDTHORHEIGNTDIMMSIONSHOWN ONTHETABIE. A Na.5B705 I T, IOTOTECHNOI.00YDRW N.VENoDEFL3mST6 ((141I46d1SDD omlr mr oa uLuanslmm]Sfa SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TOALLCONFIGURATIONS) GIA9STYPESBTHROUGIi 16 NAY NOT BE USED WITH 3CHANNMORINTEGRAL FIN FRMIES I PRESSURE TABLES J ROSOWSKI Dab: HUNG WINDOW INSTALLATION - LM 05/15/15 Ol D Nn Rgn i500 SNTS 7 OF 13 MD-SH5500-01 B NO��B�O�0��00��0B��B0��0���80�00�0 mp�oD�ODODD©D©DODO �©DD©© 0©oDODD©Do©DO©� DDDODD DDODDDO©� �©©D©DDDDDDD �DDDDDD©0000D©D DDODoo DDDDDDDDo©DD©DD©©��© �EL7DODo©��ooDDDDDDD©©�©© ���oDDDooD©DDDHannan D000000000000D000©0000D©oDDD0000DODDD000D©oo©© ��DDooD000DODDDDODDDDDDDDDDDDODDDD0000©DODDDDDODDDDD©DDODDDDDODDD �DODODDDDDDDDDD0000DDDDDDDDDDDDODOD©©DODO©©ODDDDODDDDDDDo00©DD©� in Ban ��©©DDDDODooD0000©D000DODn©DODDoo©o©©©©©oo©©000©oDDDo©©oDD000DDOD D��D00000Doo©©DDDDDDDODDDDDDDODDODDDDDODDDOD©©ooDoo©000DD000DDDDDD ��DDDDooDDD©©©©©©©ooDoo©©DDnDDDODo©©©©DD©000©Do©DD©Do©©©©DooD©ooD DD0000nDDODDo DD 000n©000D©D©DDDooD©DD0000000DD0000©©©©DD©Dv©on©©©©©©©©©©©©©©©©©oo�ooDD000000DooDDODDODDooDo©00000000©00000DD000 ��DDD000000000DDDDDDooDOD000DDDDDDDDDODDDDDDD000Do©0000DD000©©ooD ©©ooDoo©o©00000DDooDDo©00000000000Doo©Do©©Doo©oD©©©©0000©DD©ooD wD�u000000Doo©ooD0000Doo©©©000000000DDDODDDDODDDODDD©Do©©©000DDDDDD wc"EmsoD0000000DDo©00000D©©oDOD000000D©©DDDDODD©©Do©DODO©©©©©©oD©©©©© ©DOD000DODDOD©©©©©DD©©DD©000©©©©©ooDoo©oDD©Do©Do©Dv©©©©©©©Do©©© ��DDDDD00000DooD00000000000000DDODooD0000DDDD00000DDDODD0000DODOD DDD000D00000DDDooDODDDDDODDODDDDDDD©ooDooDDDODDODODODD00000000D �oDD000DDoon"HoDDoDDDDD000nnaDODODDD0000D00000000DDDD©DDDDDDODOD s�� DoonoDDooDooDDooDODOD000DD00000D©D000Doo©oD0000000DD000DDODODOD non 0000000©DDooDDODODDDo©000000000000D000©©D00000000DD0000D0000 �DD0000D000DODDODODDDD000D000DooDDDDODooDODDD0000000DDDDDDDDDODD 00000000DD000D©DDDDooD00000uoDDDooDODDooD0000DDODDDDDDDD0000©DD �DDDODDDDDODD0000DD0000000000DDODDODDODDODDDD00000DDooDDDDDODODD �DooDDODDODDDDODDDDooDD000©oDDDDDDDDDDDDDDODDODDODDDDDODODDDDODD ��©ooDoo©ooDDD0000©00000000©ooDODDODODD00000D00000Do©o©0000000000 sDDODDo©©000©00000DDDDDDOD00000000©00000000©00000000©©©©000©0000 .��D0000D©©oDD00000DDODD00000DODooDDDODDODDooDD0000DODDDODD0000DDo ��oDODDODODDDODDDDDDooDDDDDooDDDDDODDDDDDDo©DD0000DDDDDODDODD©000 ��D00000DD000DODooDDOD0000©000DooDDDODDODD00000DD0000DDOD000©0000 ��oDDDDODooDDooD©DDDDooDooDDDODODDODDODDODDDD000DODDODDODDODD000D ��D00000DD000D000000DooDDODD00000DD00000000DD0000000000000000©000 ooBoDo©ooDoo©©©ooDoo©DDODDooD0000©00000000©DDDDODODODDDDDDD0000 ��0000DDo©000D000000DODDDDDDDODoo©ooD00000DDD000000000D000DDDD000 �DooDDDD©ooDoo©000000©0000DODDDDDDDDODDDDD©000©©ooDoo©ooDoo©0000 . ��DDODoo©DDDDD0000DOD©000DDooDDDDDDD0000DDD©oDODDDooDDDooD000DD©© �ooaDooDDD000DDDDDD000DooDooDDDDODDDODDDDODDooDDODDDDDDODDD000DD �000000aDooDDOD00000000000000DooD000®ooDoo©oD00000DDODooDooDDooD 0000 man DODooDDODooDDOD00000DDODD000DDDoo©0000DooDDODD0000DDooD ��0000D00000DooDD0000000DDODDODoo©00000DD0000000000D00000D00000DD m�00000DDODD0000DOD000DD00000DODODDDooDD000DDooD0000©DDDDDDDDDDOD ��DOD00000000DDODooDooD000000D00000000D0000DDooDD000000DODDDODDOD ���DDODooDDDooDDDDDDDDODDooDDODDDODDDDODDooDDDDODD000DODODDDDDDDDD DDDDooDDoDDoDDDDODODDOD0000DDooD0000000DD©ooDDDODODDooDDDODODDo ��DD00000DooD000000000D0000DooDooDDODooDD0000000DDODDp00000©ooDDDD ��DDDOD0000000DDDODDooDDD00000DDODDODooD000D0000000DD DDODDODDODo ��D0000000DDDDD0000DDDDDD0000DDDDDDDooDDDDDDDD00000DDDDDDDDDODDOD mum 0000000DooDODD000000D0000000000000000DDODD0000D000000©oD0000000 0000DDODDOD00000DDODDODD0000000DooD00000D0000DD00000000000DooDo m��00000000000000000000D0000000D000000000000000000000000000000000D SEE TABLE 4, SHEETS FUR 0a51-N eFta ncs -Fen uawu Iola i�w. "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -MASS NOTES: c a '•,'7p ', Na. 6B705 T)uSE THE ABOVE ANCHOR QUANTITIES REQUIRED .......... 'TABLE FOR ANCHORSINSTALLED THROUGH THE FRAME. 2) USE THE ABOVE -MAX ANCHOR O.C. SPACING ........... TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. .13 3) FRAME DIMENSIONS ARE BUCK -MR'=MEETING RAIL. in lPs' :f(ORID,P, .'GEC \�C 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NE AVAILASLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 & 3, SHEET2 FORANCHOR GROUP DESCRIPTIONS. A. LVNI� A{IEt'ili,P.E M1LFArcMr0.C.6WcN01^r OwpE G2up! 'InlepelsN-bEYOtlon FE, TmS TEuwaoav oarvE ANCHOR QUANTITYTABLE J N. VENICE, F134276 _ SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 omn NT OC. SEMv/YaEN: &Wx 9eeE rp No. Rm SH-5500 NTS 8 OF 13 DroWMD-SH5500-01 B CERT.OF AUM fLP[� MONSOON o"oo R win non"noon©�����nn"nn"nnnnnnnnn"o"non""Dnnonnnononnnnn""nn INDEED 0��0��6��0�a0�aB���0a�0000HIM ffimm ���0000"00000""onnonnon"00000"D"n"000nnon"on"D"00000©00000©no"""nn �o1 ®""wiD""000"""00"winono"D""000nnnnnDDOnnnDO"nnD"00D00"nno000D00winn iG71Ei m"no""noon"" o�""nn"onnon""nn""n"""D"no""Dnn"""Dnnn""nnnn""o""o"n"n"oo"n""nn"o .7oo080000000000000000000000000000000000000000000000000000000noun �"noon""oo""DooD"000��oon"D0000DDD0000nnoo"00000"onnoo"ono"""Don "END onoo"0o"""""n00""nD"nD"nn"n""no"non""ono""""oo"oo""""none"""""o o"no o©0000000"noonoD000""00000"o"oonnD"00000"oo"Don"000000 0 t"Bonn=non"noon""00"D"00000noon""""D""Boo"""o""n""""n"nono"nn""" o"nun"oonono"nn0000D0000000000"000000n"oo"o"o"ono"00000000000nn aDDoo""000000nnBoo"n"noon""non"o"ono"nnoo""nDDD000"nn0000nonnno ""non"oonn""Dnn""n" D��nnoo"onnnnnnon""00000"n"""00000"nnnonnnnnnn"onnnn"""n"onnoonnnn o uo"Dnoo"00000"nnoonnnoo"on000nnonnDoo""ono""nD"000a"on"ono"""o"o �D"o""o""D"n"""non"non"n"n"oDn"n"D""no"""oD"""D""onno"oonnD"noon 0000n000nDD"0Dn"ono"00000""o"nonoo"non"Don"n00000nnonn0000"nooD 9E o minFlu 0�on"oo"00000n0000nno""00000"ono0oo""DODooD00000n �oKim m�""ono"o"n"""o"n""oD""nn"n"onoo13013 00000"o"000000nnoonn000"00000non000Bo"00000 �o"oDoon""00000"ono"o"nnoDoonnnD0000""""o"onnoD"onnnnnDoo"n"""nn oDo"o"n"Kano""non"non""D""""n"nnnD"00000""no""Dononn"noDnn"neon on"n"Bonn""non"Don"D000"00000nDoonnn"000a"DooDoo""nDnoDo"n"noon nIN "n" on0000DOD""D000"non"00000"""00000D000"nDD000""noon"n"nD"n"00000 D"n"""o"""non""o"""D"""noD"on"no""Don""noon no"n"""nnnnnnn"D"no"on"onDnnnn""o"non"D"""n"on""o""o""n""win" Dam BOB nnoun nBonn nnn""nonnnon"""noon"""onDnnDoo"nBoon""""nonon"""o""no"win" nn"non"o"on00000"D000"DDoo"nD000000n000000""D"000000 on0000000n"0000nnonon BE" 00000"000aBoo v�o"no""n""o"""""onon"o"non"Don"onon"nn"oonnnnoo""nnno""""on""non �Bannon Dnon"Donn"non"oDoonno"Don"00000"n"n"000n0000""nnnooD000"" m "ono"ono"non"000noo" Bonn D000a"""o"o""onoonBoo"Boo"nnoDD0000""on mD000"000000D000DDooD"ono"00000"noon"onoD00000nDooDnn"DODODoonn" m �n"n""ono""n"""oD""ono"""o"o"""Boon"ono"Don"noDDo"00000DDD""""nn Doo"D"n""DDnoo""o"o"noon"D""noon"""""n""nBoo"nnonDoonnoDDDDo""" n�n000"000aBoo""""Donn"""non"""oono""""n"o"00000""no"n000Do"n" ���DooD00000"D"n0000n""oDono"n00000nnD"""n"oD000noono"Doononno"Boo �"000no"0000n"oo"o13 c�am000noonnnonno"non"on"""oonoonn""noonon0000"nonnoo""""n"nonno""o �noonnon00000DBoo"noonDODD0000noo"non"n"oon103on Dun wino"nD""o""" n"onnoD"00000"nDooDDooDo"00000DD000"D0000D000Doo"nnD000000DnDDo """"D"�����n"n""D"D"""noun"o"n"non"n0"ononoon"n"nnnnn""""""non oo"0000DDo"00000"wi S000000Dno""""nonnoo""nn"00000"""oDno""Don"00000""n"""onoo"non" D"onnoDoono""noDDnnno"nnnnoonnnnnnnonnnnnonoo"nn"nnonnDDnnnn ""D"00000"n"nn"o"DDBoo"noon"00000""Do"""onnoDDno""onoDD"""" man D""D""n"oD""oo���nn""DD"""Don"win"nnnnnD"""o""non, noun non"noon"nn000n""nnoon0000no"onBoo"onoD0000 no"0000000"oD""DDOD00000000n"D""oD0000""" oo"n0000nnonDn" �m�D"000DD000"D000n0000D0000"000000"DooD"DD00000n0000nnon"000a"no mm�000"00000"on00000"oon00000000000noonoonoon00000000Boon"Dodo"non m o"o"DDnnon"on""non"""Boo"""non"no"non""onono"o"oDoo""onoo"non" 000000nDnnonn"noDn0000000no"ono""o"noon""non000"onno""nounnnonn on SEE TABLES 5 & 6. SHEET S MR DESIGN PRESSURES WHEN USIrvGT.Is Tuna "MIN SASH HEIGHT= W WDOW BUCK HEIGHT-50.135 NOTES: 1)USETHEABOVE'ANCHOROUN InESREQUIRED........_' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2)USE THE ABOVE W", ANCHOR O.C. SPACING ......... TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. 'MR'=MEETING RAIL 4)FORSIZESNOTSHOWN.ROUND UPTO THE NE AVAILABLEWIDTH ORHEIGHTDIMENSION SHOWNONTHETABLE 5) REFERTO TABLES 283. SHEET 2 FORANCHOR GROUP DESCRIPTIONS. No. 58705 YiLMN>W1.9y[lq bf rygpG '9ib�H{p•INtl9i9M PRanucrREVLSPn cemN>i�g wilE OpFbide &u15p9 � E�irnnl Dan. r�l�ll Y�'�.GIIY/I1 ANCHOR QUANTITY TABLE I J ROSOWSKI m: Dv p TINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 9OF13 B OonnoonnnnnnO00000nnOnnnnnonnnoon000nnoOonnn00000nnnnnnnoonn 00000oon©DDnoonnoNunon0000nnoonoun0000000n00000nun0000000000nunon000000n000000000nn000n000von0000000000n0000nnn00000000nvovovoonnvoov000000nnnn onnnoomunnoonoononounnnBonn0000nnnnoonnoono0oo von0000n000nonn0000nvnnnvnnnnnvnnnnonnvnoonnnn000n000Bonnoono nun noononnvno0ononnn000000nnn000nnoonn000000nn00000no nnn000nn on nnonoononnnnnnnnononnonnoononnn000n000noon vvovvvvvovvvovvRon onunononnnn0000vovoonvonnnvonovnnonvnonoonn onnoononnonoonnonnoon Una nnnnnnnnnnnnnnnnnnnnn ononnnonnnoonnnnnn000 nnonoonnnnnnnnnnnnono Bonn n00000nvoovnvnon00000nnnvnvnnoo n noun novnnnovnnnnn000nno nunononoononnnonno noonoononnounon000 nun onn0000000000 ���vvovvvovvovvoovovvovvovoovvovvovvoonovvoovovoovvvvvvvvvvvvvvvvv � �o��n0000n000non000noon00000000©onnonnonovnn00000nonnonnonnonnnnnon 0®�noonn000noonoonnovnononononnonnnn00000noonnnononnnoonnnvvovnnooi ©0�0000vnoonoovoonnoonnn0000000000nnoonoovoonnv000nnononnnonnonnoo �0�ovonon000vvvoon0000vvoovoovv00000000v0000v00000v000vov0000vv000 p caa�000nnoonnoon000nonoonnonnnonon0000000nnnnnnn0000000nnnnnnnnnnnn v�vvovvvonvvonvvonvoovvvoonvvvonvoovovoovvvoov0000vvv000novv0000v m� ��0000nv000v000vvnvnvonoonvn a�on00000nnona ®� m�oov000vnunvonoovnononovvoonovvnoononnnnonon0000nvoon000vnanvvon 0�nv0000noon0000vvonanoovov000vvvovvvoovvvoonv0000nononvvvoovn000 p• ��nnoonnnnnonn00000nonn m�noovv000vnovoon0000nn sononnonnnnvnnvoonnonnnoonnoonnovnnnnvonovonvnnonnnovvvnnnnoonoo � r ��noonnvnon000vonnoonon000novnnnnnnnovnon000noonnnn0000nnn0000nnn �m�noonn000noovoonnnnoon000nn000nannounoon000nnnvoon000vnnnnnoonno r�n0000non00000nonnnoonon00000000nvon000noon0000nnoonon000nonnnoo vnvoonv000vvonvvnnv000vvvoovvnnvvoonnvvnovvonovvvnnvvvnonnonnnnn r n� �nun �vvovnvnoovvnovvonnvoonvoonvvnonnonnnoBonnvvoonvvoonnunonovvvonn �vvovvvvvvvvvvvvvovvvo �ononnonnn0000nnoOnnnnn000000nv0000nnnnvonn �nnonnnnvvvvvnvvnnnnnn000nvvonoovnnnvonA �ovoovnonvnnvnunovnnnoonoovnonoonnonvnnonnonnoovnnnvovnonnnnnono �onnnnonnno f�7nnoonnn0000nnonnnnnnn �nnonnnnnvonvoonoonnoonnonnnnvoonovonon0000000nnvvnnnnonoononnon I=Movoovvonv0000vvoovoovovoovvoovoonvvvoov0000vvoovvov000vvvoovvvo in noonononnonoovovnov000000nnoon0000000000000n000000vv0000n000000 vnnovnononnonnonnnonn 00000000000000voon0000n000n000000000n000nn00000n0000noononnn000 nvonovvovvvvnnovoov000vovnnvvonovoovvvvoon0000nvv000vvononvvvoo n000nounononunoonno�oon000nonunnoonon00000noon000nn000nonon000v nonoonovoovvn13 000n000noonnvvovoon000000v000vovoun00000nn0000vvonounoonovn000 onoonvonun0000n000voovoonnononnoononvonnoonn0000noovoonnononnoo nnonn000nnnonvnnoovonvanonvno13 onnoon000000nunonounovv00000noonnonnnonnononunnnonnnonnnnnovnoo onvnnnnnnnnvonnvonoononoonovvonnoonon000nvnnon000nnonnonnnn000n ononnnonnnnnnnnoononnnvvnoononnnoonn0000nonnonnnonnvvvnnnnvnnnn vvnnvvnnvvovvvvnvvonaoonv0000vvonnnvnv0000vnvvonvvvnvvv000nnvvv nnvonvonnnnvoonvnnnonnnnvnnnvnnonnan000n000nonnnnnnvnnononvnonn nnoonononOnonnnnnnoon nnvnonnnvnnvonnUnonnvnvovovonnonvovnovvononoonnvvvnnonnvvnnnnno 000vvvovvovvonnvvoovvonoonovvvovvovnovvovvvv000nvvoovvovvonvvvo onvovnonvoovonnovovnnonnvnvoon0000noouv00000v000n000nvov0000non BOgoD88��B08�0880 nnnn000vvouononoonnvonnnnnonnnvonnoonon, ovvoonnoov000nvv00000nvov000nnoon 000no n0nnnnnnonoo00onnnn0m on000nnnnoonoonoonnnnl 000 oononnnnoonnnnnnnnoon nno "RN. SASH HEIGHT= WINDOW BUCK HEIGHT-50.138 11 D 1 I111I1 .ICENS..... 5 NOTES: 1) FRAME DIMENSIONS ARE BUCK TAR'v MEETNG RAIL 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NE AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHETARIE 3)REFER TO TABLES 2, SHEET2 FOR PNCHOR GROVP DESCRIPf10N5. N0.687 -yff. �pO •'.. OF 11,; ��` ��(LNs'%'40RIO?..'U,\?�� ALYMSBM PE P 9958T05 1010 TEOHNOLOGVDPm VENICE, FL 36215 (W1j/861600 N WOm WIDNm CERT.OF AIRH. 'GUSS TYPES BTHRWGH 18 MAV NOT REUSED WITH J&HANNEL ORINTEGRAL � FIN FRAMES PRODUCi'REVISED w Ded Wa FltAda m�uB Cam w«epmw. Nol •D6 opF ERpia �Dxv /Imn /QAip ANCHOR QUANTITY TABLE JROSOWSKI nxe: m1a: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS 1 10 OF 13 B 60T 1.450• OJGC A NEL FRAME HEAD/JAA03 - 3.500' 3.500' T +� .062- --y� .002' IAS3' ai x 03' .D]B' --jf-- 080 {--{ 1.1wEQUAL LEG OHEAD/JAMB OHEAD/JAMBf� UGHTSASH I HDSASN MENT O REINFORCER5 REINFORCEMENT � 1.,82' - 3AB3' -�� 3.983' --i 3.4B3' —�{ 1 DTe' .m. � .08T 1.036' 1.041' o fl T o� OfiT D-� TB,°F1 L .130• 2A94. �y ,.33,• r -1 I'vw F-- /^�II�� 2A44' 2AW I 2.444' STANDARD �� 01 �01 20 l CI REINFORCEMENT 2] HO AffETING RAIL IIILLLrr�l'I'ILk J91 REINFORCEMENT�GHANNEL FLANGE REINFORCEMENT OQUALUES FRAMEBU. OF ESILL 13i5 OSILL RAME OEFRAMESILL -�— 1.87T --I jam- 1.641' - 1 " 1.sss'11.376° z1BJ3.1M' 1.4n 183' .0ftrp SIO' 5411•1 ---}LLLT 55' 00.O� DID050• O -- XEn EVELED 14 MIEETNGRAIL 1fi SASH ML 1i CO�VER� 10 SCREW CO ,BVER II2° NTERLOCK INTERRLL=OS, VER INTERLOCK O INTERLOCK COVER PRODUCT REVISED a swICWeFbM% \\pl t l l n r rpi ft,cm° CA. �wnoemOfse/7.0 '�70 • �r .175' ```���'''T�' .3°6' ` a.. ll 3F'•; ��- Mlma II —Li- �•.]154' A50' = * . No. 58]OB d I..I 035' �I'F.035' v'i�-- �t U- I.A ]�= JMTECHNDLOGYDRIVE WINDOW EXTRUSIONS J ROSOWSKI OLAMI IG EMUOED ROLLED ��.0'•. F�:'(O�'` N.VENICE•FLUV6 BEADING OSCREEN FRAME OSCREEN FRAME �:0`S1''•ORIDT;..:'�2\�� 1 1805 INN: D^� ].]S/ONAL SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 mxvF,IRxremn r/1111111\\ p'drraullm,M4 yNae/yepµ Scvh SIImL pmHrq Na Rer. ALYNNMILLERP.E. _'�B®_ SH-550O NTS 11 OF 13 MDSH5500-01 B I.., F"1. Bill of Material Bill of Material, cont. # Pad # Description Material # pad Description Material 1 620101 Single Hung Frame Head & Jambs - JZhamielC —47 AM UR Mechanism C Stee 2 620102 Single Hung Frame Head 8 Jambe - Flange PVC 46 72D198B9 Sweep Lock Cast Zlnc 3 ON103 Single Hung Frame Head a Jambe - Fin PVC 47 72019586 Auto Lock Cofer Assembly Cost am 4 620104 Single Hung Frame Head 6 Jambs - Equal Leg/Box PVC 48 76X1180PTX 06 x 1-118- Ph. FH SDS (Auto and Sweep Lock Screw) SS 5 620105 SWCH Frame Sill -1Channel PVC 49 720200 Auto and Sweep Lack Keeper Cast One 6 620106 SHrDH Frame Sill - Flange PVC 50 776) 4PPA #6x3/4' PH. PH SDS(Keeper Screw) SS 7 620107 SHIDH Frame Sill - Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SWCH Frame Sill - Equal Leg/Box PVC 52 420182 UR Pull Rall Tilt Latch Comer Key PVC 14 62D131 Fixed Meeting Rail PVC 63 7634PHFL #6 x 314' Ph. FH SDS (Comer Key Screw) SS 16 620129 Sash Rail (Sides, Top 8 Bottom) PVC 54 420153 Tilt Latch PVC 17 620134 Balance Cover - PVC 651 420164 TB Latch Retainer PVC 18 6201M Sash Slap/Scmw Cover PVC Be 720207 1-Tit Latch Spring SS 19 620156 Pull Rail llderiock 6005 T5 At 57 420186 Plastic lilt Latch Finger Pill] PVC 20 620144 Pull Rail Interlock Cover PVC 68 720192 Metal Tiff Latch Finger Pull Cast arc 21 620157 Beveled Interlock 0005 T5 AI 59 420180 Pivot Bar Comer Key PVC 22 620145 Beveled Intedock Cover PVC 60 720206 Pivot Bar SS 23 620150 Light Sash Reebrcement 6063 16 At 63 720191 Sash Pull Handle Cast Zinc 25 620152 HD Sash Reinforcement 0063 T6 At 64 7201M Sash Pull Handle With Latch Assembly Cast Zinc 26 620153 Standard Meeting Rail Reinforcement W05 T5 At 65 7834FPT #8 x 3/4' Ph. FH SDS (Pull Handle Screw) SS 27 620154 HD Meeting Rail Reinforcement SSW TS At 66 42018B Bottom Latch Shiite Plate Cast an 30 61644 Weatherstrip, .187' x .27W Fin Pile 67 7785BB #8 x 5/6' Ph. FH EMS (Sells Plate Screw) SS 31 6030E Weatherstrip, .190E x .300E Foam Bulb Flex PVC 72 7201M Lamm I.G. Bead PVC 32 61719 Weathersmp,.187' x.2T0' PdyPile 74 Backbeddirg, GE 7700 or Dow 791 Silicone 33 61825 bl .220E WeathemPlug, Fbseal 75 71646N Setting Block (719' x 1' x 1/e'), 85 -1.5 duro. EPDM 35 78Xi MTTT #8 x P Ph. PH BOB (Interlock Mounting Screw) SO 61012 Extruded Screen Frame Alum 36 78XITHPX #B x 3' Ph. PH SMS (Meeting Rail Screw) 41O SS 81 61011 Roll -Formed Screen Frame Alum 37 71669SP Meeting Rail Screw Suppod Plate 6003T6AI 92 7CKGL021 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Conner Key with Pull Ring X 2 PVC 40 72DXI000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 314E Ph. FH EMS (Con. Force Balance Be") 55 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816M Screen Cloth Fiberglass 43 720205 Splml Balance SinceNylon 87 61635/61814 .140E Screen S ire (MacNna'Hmd Rolled) Vinyl 44 1 75X114FPAX 1#8 x 1-114- Ph. FH EMS (Splml Balance Screw) I 410 5S Part Description Material 76 Kommeriing 4SG TPS Spacer System 77 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet forMaterials 78 Quanex Dulaseal Spacer 79 cardinal M. Edge Spacer NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTO.. TO BE LABELED FOR AlWAExTRUDER CODE. 2) ITEMS # 9-13,15, 24, 28, 29.34.39, et, 62, 6&71, 373 ARE NOT USED AND ARE NOT PART OF THISAPPROW1. STRUCTURAL POLYISOB0IYLENE WITH DESICCANT EXT. GLASS — a KODISPACE 4SG TPS STRUCTURAL SILICONE DESICCANT W. GLASS—, C,/v `INT. GLASS n SUPER SPACERU NXT'x' DURASEAL® XLEDGET" SPACER SPACER PRODUC."r REVISM e^aL'�Y W S wily lh FbrHa Buiidmg Code r t l i i n r LY p ""'QtvNIv �' a;+ C�i— Rewewn: as mwaoNo l � 0630,og E at Dr lami (i'-. Q' Vo eRWucl NO.58]0870 5 'o BILL OF MATERIAL (BOM) J ROSOWSKI 1droTECHNao9YDI6yE AO STAVOFOF O/� N. VENICE, RD4T76 _ TtCS1. �FxOq.DP.� �� (911N80.18W �'rs��NALIENG11v` ° SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 as~ SH-5500 seas, NTS Sbwb 12 OF 13 omrnro N°. MD-SH5500-01 tie.: B a. LYNN NIU PE. �en CERT.OFAUM.fID2BB 05, 54105