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✓+.+w azo- .G BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff "CIS Site Map Links Search r ';,Product Approval t FUSER:Public User _ RECEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL239-R24 OCT 2U11 Application Type Revision Code Version 2014 PERMITTING Application Status Approved • St.Lucie County, FL *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive ) > North Venice,FL 34275 F11(941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindus tries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindus tries.corn Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 Summary of Products FL# Model, Number or Name Description 239.1 SH- 200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0505 02 df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 I1 16-0505 02.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH- 500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612 12b od f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612 12b odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714 05 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.05 Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use _ Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.06.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714 06.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.0l.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.01.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH 800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification'Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16 0714.02.df Approved for use outside HVHZ: Yes Quality Assurance Contract.Expiration Date Impact Resistant: Yes 05/03/2022 j Design Pressure:N/A Installation Instiuctians Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.02.1)df j (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO' CER. derails,and anchor type, size,and spacing information. Created by Indep"ndent Third-Darty: Evaluation Reports Created by Independent Third Party: 2.39.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Clung Winclov, } Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.11 LMI.Dd f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO- CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.10 SMI.Dd f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.10 SMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate z Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date `w Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.04.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.03.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.03.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.;please click here. Product Approval Accepts: ® -E-1 0 Crim Card Safe i MAW MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street.Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE(NOA) wrvw.miamldade.eov/eeonomv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials.The documenlation 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(heir 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 lase' ed herein,and has been designed to comply with the Florida Building Code,including the I ocity Hurn MeZone. DESCRIPTION:Ser "5500"P ingleHungWindow—L.M.I. APPROVAL DOCUM, wing No.MD-911115500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,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 Mianti-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 Onis 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. ADW,RTISEMENT: 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 he done in its entirety. IilSPP.CTION: A copy of this entim NOA shall be provided to the user by the manufacturer or its disti ibuiors and shall be available for inspection at the job site at the request of the Building Official. Tris NDA revises NOAH 15-0519.05 and consists of this page I 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. j NOA No.16-0714.03 r11AN4DADE COUNTY I ;" Expiration Date: July 30,2020 �QITI7i7 Approval Date: August 18,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subndlred 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 05/15/15, with revision A dated 05/05/16, 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 Edgelm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 .5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Subutilled under previous 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 FAC,TAS 203-94 a!ong with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. !r1'L-7966,dated 08/21114,signed and sealed by Idalmis Ortega,P.E. (Srrbnrilied under previous NOA No.15-0519.0.5) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'a Edition(1014),dated 05115/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. —I (Suburlrred under previous NOA No.15-0519.05) Manuel P. LJ Product Control Exam ter NOA No.16-0 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 I PGT Inds stries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE. 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(CONTINUED) 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12111/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America,Inc.for their "SeotryGlasO(Clear and White)Glass Interlayers"dated 06125/15,expiring on I 07104/18. 3. Notice of Acceptance No.12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bror:ze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16115,expiring on 04/16/20. 5. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-51h Edition (2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lyrui Miller,P.E. (Submitted raider previous NOA No.15-0519.05) 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitter/Nader previous NOA No.15-0519.05) 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14,signed by Janne Gascon,P.E.Supervisor,Product Control Section. 1. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS _. Notice of Acceptance No.15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07/30/20. ;� / �- t ti Manuel Perez; IProduct Control 4am'mr (� NOA No.16-0414.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 _ANCHOR-GE i ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING XAMPLE=OR 28-1/8"MAX.O.C. r- zll RADIUS.-op �� - 54'MAX.BUCK WIDTH a FOR ARC41-TOP 12"MAX.FROM VARIES PER REINFORCEMENT LARGE d SMALL MISSILE HEADER'SIM. _ �HEAO=R(SIA1 FOR ALL LEVEL.SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL FRAME SEAM y4 30" 12 MAX. WINDOWPEWINDOW TYPOS) j � e,SEE MAX.O.C. -C/ ASHEET3 52.1!8"MAX.BUCK WIDTH' ASEE 7FRAME SEAM MAX.FROM SEE SHEETS +-714" T12"MAX. D,SEE Bd91B.SEE I-�30"MAX.O.C. ..IT3 FIXED VISIBLEHEET3 12"MAX' �_ —__� SHEETI LIGHT WIDTH A,SEE�- '-' l B,SEE _._--� 30"MAX.O.C.-►{�+�12"MAX. C,SEE —� 12"MAX. i ) SHEETS~ 1 SPIFFY 4+ I II SHEET 3+ I I I FIXED _ _ _I- I EQUALLYSPACED 1 I / VISIBLE �- SHEET 3� -72'MAX. I ! 17-7/8"MAX.O.C. I LIGHT 17.7/8"MAX.O.G. EUUALLV ANCHORS PER I HEIGHT �I I SPACED _ i !! / _ _I_ TABLES 9-11 - - ( - �__ EQUALLY I( - 17.718-MAX.O.C. I I ANCHORS PER I 1 { 91.78" SPACED TABLES 9-11 I I I MAX. ANCHORS PER O I I - I I / 8/" O I I 84• I BUCK TABLES 9.11 62" �_ BUCK I I I MAX. HEIGHT �— MAX _ ---�-"-- HEIGHT __ BUCK -- AS SHOWN 10"MAX.O.C. BUCK 10"MAX.O.C. X I I 10"M•AX.IyO.C. HEIGHT I X i 4 HEIGHT _ x �L 1 X j I (MAX.) �._._._._ L._._.__ I I T / SASH T 1 ' / 133/4"MAX.O.C. 13-314"MAX.O.C. EQUALLY I 3-314•MAX.O.C. EQUALLY _ I I I / I EQUALLYS ACED _ I I�_ SPACED VISIBLE I_J SPACED I L._._.._._ __._ .._._.� SEE T I + ANCHORS PER /I ANCHORS PER ///y LIGHT - j ANCHORS PER I i I SHEETS J I 1 _._.__._ _._._._ 1 /.._ 1 TABLES 9.11 I A l TABLES 9-11 I HEIGHT A l TABLES 9-11 i - --I A B d 9 / C jL � 6-112"MAX. 6-11t MAX. fi-1R"A1AX. .-_-- NO ANCHORS AT SILL ____ NO ANCHORS AT SILL. _ J NO A H R AT IL ` ( rLEA 1-1/4'B� 54"MAX BUCK WIDTH +-�NOESILL CH DE AEL3. B J SEE SILL WEEP- B --' \ SEE SILL WEEP- -� I SEE EP- SASH VISIBLE NOTCH 3,LIGHT WIDTHNOTCH DETAILS. 54"MAX.BUCK WIDTH NOTCH DETnIL3.SHEET3 SHEET3 SHEETSSHEE74 ELEVATION FOR TYP.FLANGE FRAME N FOR TYP.FIN ORJ-CHANNEL FRAMELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME A _SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATIONN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO CHORED THROUGHTHENAIL-FIN75'HEIGHT SEE TABLES 7-11 CHOR DIMENSIONS FOR OTHER CONFIOURATIONS)- GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NO S.........................1 1)THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS...... ........................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME.GLASS d HOR 3)FOR MASOIIRY-A?PLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS............... .........2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,N,FLANGE d 4 ALL WOOD BUCKS LESS THAN 1-112•THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.7X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEG/BOXINTEGRAL ................3 DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN d J•CHANNEL......................4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS........................5 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS DESIGN PRESSURES...................6.7 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)114'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-10 EXTRUSION PROFILES................11 7)DESIGN PRESSURES: A.NEGATIVE OESI.N LOADS BASED ON STRUCTURAL d CYCLE TESTING AND GLASS PER ASTM El 300. STANDARDS USED: ASSEMBLY d PARTS LIST...........12-+3 B.PC IVE]ESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL d CYCLE TESTING AND GLASS PER ASTM E1300. FF-201-4 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS ,ASTM E7300.09 NO•(BEEN USED I.J THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT :ALUMINUM El 00 NDS-2012 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. PRO1)I I(:'F g REVISED 1.D 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. a ALUMINUM DESIGN MANUAL,ADM-2010 es—plying with Lee Flnt!Je 10)REFERENCES:TEST REPORTS FTL-7964 d 7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NCA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE d BRONZEI •AISI-S100.07lS2-2010 0o11dmR Cod, (G'o' 't"h,n� LIOH",ER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFBPA NDS d ALUMINUM DESIGN MANUAL .A<4Pl m hb4-,S(j�>? 11)APFI_ICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ReWeed By: Dob: Revhlon: Inp`rman flwle� A)ADDED SPACERS 'L-' ; ; JR 05/05/16 13Y USER-INSTRUCTIONS_ TO SHEET+1. nNlamin�aerinauelcatroi ReWeed By. Dob: ReWalon: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)D:7ERMINE THE MOST SLA(ABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN Drawn By: FRESSURE FFCM TAB''-ES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - p Oeacvfp oPENwcoPTAINEDINSTEPI. !! GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMiNC fHE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR 6 1 ..10 1070 TECHNOLOGY DRIVE riffs: YOUR OPENINu S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. N.VENICE, FL 34275 5'•:143TALL AS-ER::HEST 3 FOR THRL-FRAME INSTALLATIONOR SHEET 4 FOR INTEGRAL FIN INSTALLATION. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 .....1 (941)-460-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, "' Sedee/I4ode1: Scale: Sheet: Drowinq No. Rev. A.9YNN LER:�.E. �I INTEGRAL PIN Oft EQUAL LEGleO%). PEN 59705 CERT. OF RUTH. x'29298 SH-5500 NTS 1 1 OF 13 M D-SH5500-01 A r---- I FABLE I:A!:.OWhiILE GLASS TYPES Frame Glass Frame Frame i F1Glses Sh Design Pressure Description(Elated from Exterior to Into Nor) Table M 8haate Types Options ConBps. Shapes Installation Options that maybe used Pe (see Fig B) (see Table 1) (see Fig A) (see Fig C) 6 716/Lerr.aatad LG.V'8"A E-xtedor Cap+7118"Air Space+5118"Laminated;(2)Liles of 1/8•A Glass with.090'PVB Interlayer 4,5 6 711:L"mmated I.G.:lid-T Exterior Cap+7116'Alt Space+5/16'Lemineled;(2)Liles of 1/6'A Giass wnh.090"PVB Intedayer 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Equal-Lite, Squere/Recl., ? 7/L'Laminafed I.G.:3116-A Exterior Ca +318"Air Space+5116"Laminated; Liles of 1/8"A Glass with.090'PVB Interlayer 4 6 6 Flange Through the home ....into Concrete/CMU-sheet 3,option 2 Cop p (2) Y 5•i6 OdeUPrrntew Arch-Top d 8 7Ib•Leminaled I.G.:3116'T Exterior Cep+3i6'.AIr Spaoe+5116"Laminated;(2)Lites of 1/8'A Glass with.090"PVB Intedayer 4,6 6 (112) &Cottage Radius-Top of the window...... .,.through 1X Buckstdp Into Concrete1CMU-sheet 3,option 3 8 7/8'Laminstad I.G.:til"A Exterior Cap+Vitt"Air Space+5116"Laminated;(2)Liles of 118"H Glass with.090"SO Intedayer 7 7 1 Into Metal•sheet 3,option 4 iC 7/E"Lsmineted I.6-:1/6"T Exterior Cap+7/16"Air Space+6116"Laminated;(2)Liles of 1/8'H Glass with.090"SG Intedayer 7 7 ....into 2X Wood Frame/Buckslrip-sheet 3,option 1 Boz! Egl/PrLila, Squarelop& Through the Name ....into Concrete/CMU-sheet 3,option 2 11 7/E'LamMel��d I G:3116'A Exterior Cap+318'Air Space+5/18"Laminated;(2)Liles of 118'H Glass with.090'SG Intedayer 7 7 Equal-Lep 5-16 Oriel/Prouew Arch-Top& 9 p f 2 7W laminated 1.0.:3118T Exterior Cap+318"Air Space+5/18"Laminated;(2)Liles of 118"H Glass Min.090-SG Interlayer 7 7 (e4) &Cottage Radius-Top of the window...... ....through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 13 71E"L+minated I.G.:1/8"A Exterior Cap+5/16"Air Space+7110"Laminated;(2)Liles of 3/16'A Glass with.090"SG Intedayer g 7 ....into Metal•sheet 3,option 4 14 716'Laminated I.6-:118'T Exterior Gap+6116"Air Space+7/18"Laminated;(2)Lite*of 3116'A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Equal-Lila, Squarelop& integral fin...... ,.,,into Metal-sheet 4, ti 15 7!1`Laminated LO.:3118"A Exledor Cep+1/4"Air Space+7118"Laminated;(2)Liles 013118'A Glass wllh.090'SG Inledeyer 7 7 J-Channel option 7 111 5-6 OrieCProvew Arch-Top& ,...into 2X Wood Frame/Bucks)' sheet 4,option 6 i 18 718'lam.natad I.G.:3116'T Exterior Cap+114'Air Space+7118'Laminated;(2)Liles or 3116'A Glass with.090'SG Intedayer 7 7 ( ) 8 College Radius-Top Through the hams ^P• P of the window...... ,,,,Into Metal•sheet 4,option 8 TABLE 2:At.LOW:-BLE.ANCHORS THROUGH THE FRAME GLASS TYPES 5,7.9.11,13 = Through the ....Into 2X Wood Frame/Buckstrip•sheet 4,option 5 Min.Edge Min. ' 8 15 MAY NOT BE USED IN Integral Fin Equal-Lite, SquerelRecl.,integral fin...... ,,,,into Metal-sheet 4,option 7 Group Anchor Substrate THE HVHZ ABOVE 30'. 5-B Ode!/Proliew Arch-Top& Distance Embedment' • (113) &College Radius-Top Through the tame ....Into 2X Wood Frame/Buckstrip-sheet 4,option 6 -- P.T.Southern Pine(SG=0.55) 1 of the window...... ....Into Metal-sheet 4,option 8 1110 SMS Steel,A36' 318" 0.050" 'MIN. D 3 THREADS (Steel,13.8 S.S. w oSteel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE 8:FRAME TYPES r 410 S.S.) A Aluminum,6063-T5' We" 0.050" SUBSTRATE.FOR "A"-ANNEALED P.T.Southern Pine(SG=0.55) 7116" 1-3/8" STEEL STUDS, q -- "H"=HEAT STRENGTHENED MIN.Fu=45 KSI& "T"=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/6" MIN.Fy=33 KSI. �/ 2 4 "PVB'=.090"BUTACI AM PVB Ungrouled CMU,(ASTkf C-90) 2-112" 1.114" y� BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9116" 1-3/8" "UNGROUTED CMU" F12 SMS VALUES MAY BE BOX OR SG'_.090'SENTRYGLASO 6 (ste'sl,18-8 S.S. Steel,A36• 318" 0.050" USED FOR GROUTED �/ EQUAL. INTERLAYER BY KURARAY Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) CMU APPLICATIONS. // FLANGE Or-110 S.S.) LEG AMERICA,INC. Aluminum,6063-T5' 318" 0.063' EQUAL-LRE ORIEL COTTAGE Concrete(min.2.85 ksl) 1" 1314" o '4 steel U;4acor. lingrotKed CMU,(ASTM 6-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES 1/4'r:.ec;Cretefex Concrete(min.3.35 kal) 1" 1.3/4" BUCK WIDTH f+- --I BUCK WNDTH)►-----I BUCK WIDTH-- L� 114"rleel Utraccr. Concrete(min.2.65 k81) 2.1/2' 1-3/4" ( I -lee1 Udracrin P.T.Southern Pine(SG=0.55) 1' 1-3/8" �i/ �- .�/ 1 0 0 1/4"t lee;Cretehex Concrete(min.3.35 ksi) 2.1/2" 1314" c2 Q j _ J-CHANNEL INTEGRAL D 1/4°sieei CreteAex -Un-grouted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ _ FIN Q P.T.Scu•hem Pine(SG=0.55) 1" 1.318" '� _ w IU ?" t-el Aggre-Gator Concrete(min.3.275 kat) 1.1/2" 1.3/8" m m w m x I i st el Aggro-Gator P.T.Southam Pine SG=0.55 1' I j i 1 +- � �� Urouted CMU,(ASTM C-90) 7' 2" 1RECTANGULAR RADIUS-TOP ARCH-TOP TABLF 3:A.�.O'N:.FLF ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY 1'RODUC'IF RIEVIST1l7 BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING ns camptyina'tillr it.Florirhr Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM 13 Ildr^a Ude 16.0714. Group Anchor Substrate Distance Embadmene THE TABLES ON SHEETS a-to. AcP.1 In Mi ` Revised By: Dots: Rerblore Cxpimrt m Uala q2.1/2" 1/2"x.1.11"Canmon Nail P.T.Southern Pine(SO=.55) 318" 2.7/16"Rim shank Roohng N3iI P.T.Southern Pine(SG=.55) 3/8" 2.7/18" u`7•�'rir '� 11; n Revrud Sy, Dale: RerAlom kliami(r e A^Mrri :on[k •i P.T.Southern Pine(SG-.55) 1/2' 1-318' kill T:usshead SMS Aluminum.6063-75' 319" 0.050" ,steel,18-6 S.S Steel Stud,Gr.33• 3/8" 0.0451"(18 Ga.)" " 7�2.F Do crfptlon: ^'^ SOWSKI Bi^ o-410 S.S) ,MIN.OF 3 /� GLASS/ANCHORS/FRAME OPTIONS J RO .F -_ Steel,A36' 3180.050 (�- ! )K 16 THREADS BEYOND (, I T,2 SMS Aluminum, f.Southern Pine(SG-.55) 9/16' 1-3/8' THE METAL I 1070 TECHNOLOGY DRIVE IIIb. Dare: Aluminum 6063-T5' 3/8" 0.063" SUBSTRATE.FOR N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ;steel.18-8 S SSTEEL STUDS, .. Steel Slid,Gr.33• 318" 0.050" (941)-480-1600 v-410 S.SA MIN.Fu=45 KSI A - Sedn/Modse Scale: Shut OmeMe No. Rev: f M steal,A36• 318" 0.050" MIN.Fy=33KSI. A.LVPE1+(58705 A\E. CERT. OF RUTH. /29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A -- PEA De705 IoNST.ALLATION DETAILS FOR FLANGE&EQUAL—LEG/BOX FRAMES - INSTALLATION OPTION 2 INSTALLATION OPTION 3 i STALLATION- `J ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X I. ___ — DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. CRTD-H 1 �- EDGE DISTANCE __ EMBEDMENT ANC C R�_D .if20..GH '�.-� SEE NOTE 2,THIS SHEET. (=1 EMBEDMENT - FRAM ORB X WOOD 114'MAX SHIM ORB ,, `R P. i6 1/4"MAX SHIM E r.OIE 2,1.JI..S•'.F.ET. -� j �\ rC-7 EMBEDMENT _ SASH VISIBLE v t71 J EDGE (nom rn—. 18 LIGHT WIDTH EDGE Ll FLA�:GE FRAME • ,,OWN DISTANCE ' ' DISTANCE -„ 44 BALANCE '. —1114"MAX �- - TYPE VARIES TYP.ANCHOR TYP.ANCHOR TYPE, •. SHIM -, 4�WITH SASH TYPE. /_� EMBEDMENT AND. WEIGHT _ `�1 TYP.ANCHOR TYPE, -------��� 54 EMBEDMENT \ DISTANCE PER SUBSTRATE .EDGE �3, AND EDGE DISTANCE PER SVBSTRATE, DISTANCE PER Q Ci_ I\ DISTANCE PER I I SUBSTRATE, L� III SEE TABLE 2,SHEET 2. EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. i6 EXTERIOR 87 \ I� DISTANCE SEE TABLE 2, . �— - •._ f vn l_\u � SHEET 2. FIXED FIXED VISIBLE 19 4 $0 OPT.SASH TOP LIGHT WIDTH VISIBLE r`- LIFT RAIL FLANGE 2 LIGHT FRAME I EQUAL t' I .- NOTES SHOWN -------"—"" BUCKWIDTH LEGIBOX HEIGHT { - FOR ALL WINDOWS: FRAME i 48 1 ANCHOR 03.55" HORIZONTAL SECTION A—A SHOWN L_ 49 FROM END AND AT )USE ONLY 1 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND 0 72 O O DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. EDGE DISTANCE LIMITS.ANY IZ ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 14 45. 46 47 SCREWS X16 3/6"35 FROM END. BE USED ON ANY 310E OF THE ._. a FOR WINDOWS WITH WINDOW. 114"MAX. BUCK 50 16 �\ BOTTOM LOCKS: p MASONRY ANCHORS MAY BE SHIM / #10 OR#12 STEEL 114"MAX HEIGHT ADD ADDITIONAL ) / SELF-DRILLING -- T SCREWS @ 8-318' USED INTO WOOD AS PER TABLE 2, {r' SHIM B5 - 1— FROM END. SHEET 2.ALL WOOD BUCKS LESS _. ___ SMS(G5),SEE 30 THAN 1.112"THICK ARE TO BE O TAB SASH ET 2. D� EXTERIOR VISIBLE CONSIDERED 1X INSTALLATIONS.1X IIU,I -- WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS _- B6 16 L DEPICTED AS 2X ARE 1-1Y2"THICK _ _ USE EITHER OR GREATER.IX AND 2X BUCKS OPT. LATCH OR . (2)1": 81 65 (WHEN USED)SHALL BE DESIGNED Q Q 31 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR I _ TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME n LEG/BOX ' WEEP I LOCATION:6.518" DESIGN AND INSTALLATION IS THE III� o I.NOTCHE'.3 AT /" SHOWN (JD�o SHOWN 80 FROM SASH END. RESPONSIBILITY OF TETE ENGINEER I .EACH ENC. \\ OR ARCHITECT OF RECORD. "- EXTERIOR d 66 3)VISIBLE LIGHT WIDTH OR HEIGHT I � INSTALLATION n INSTALLATION i I J •-\ 67 (ALSO REFERRED TO AS DAYLIGHT r' OPENING)IS MEASURED FROM OPTION 4 V OPTION 4 I'IiODVCFItLV)SGL) EQUAL-�EGIBOX 114"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH as cemptyhlg with the Fkx'1tS• FRAME INTO METAL FRAME INTO METAL Ilnllding Code / FPAME SHOWN -ID r\a:epteucc Tb� Revived B Dale: 13aDitnllun Dnle yyJJ Y: Revlefon: V 1 � / i I .77"X 21 /t NO ANCHORS D tE i17i.E l Miamii/r ndc hm4rva CrndroE-•1 I I I REQUIRED IN VISIBLE LIGHT FORMULAS Revised By: Dale: Revision: / W C( ER ry c. -FROM�\id/ . -• FLANGE OR 2 C i BJO. EQUAL-LEG WIDTH J FRAME SILLS @SASH:BUCK WIDTH.6-1/2" p Deso.tptlon: Drown By: it ®FIXED LITE:BUCK WIDTH•4-3B" t�,� �6 FLANGE&EQUAL—LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) 1 1070 TECHNOLOGY DRIVE rifle: Dafe: VERTICAL SECTION B-B BUCKHEIGHT2.3-15/16" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION—LM 05/15/15 (941)-480-1800 SMre/Model: S.._ Sheet: Dr 1"g No. Rev: I' •'-A.LYNN MILiER',.R:E, __.�_-..____ P'.�.n•aeihs CERT. OF AUT)i. N2e296 SH-5500 NTS 3 OF 13 MD—SH5500-01 A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN EMBEDMENT INSTALLATION OPTION 5 WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR 1 I•�- EDGE DISTANCE —11 NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. ANCHORED THROUGH INTEGRAL EMBEDMENT FIN INTO 2X WOOD FRAME OR --- a - 1/4'MAX SHIM 114"MAX SHIM I BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE �16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE _ J-CHANNEL - EMBEDMENT AND EDGE �� 18 LIGHT WIDTH 17 FRAME - 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. - -_ (SCREW SHOWN) 44 BALANCE - ; EMBEDMENT c TYPE VARIES 114"MAX SHIM 42 WITH SASHEDGE -- ---- - - C, J�j TVP.ANCHOR TYPE, DISTANCE 1 WEIGHT 54 3� 1 l, EMBEDMENT R S EDGE 31 DISTANCE PER SUBSTRATE, OSEE TABLE SHOWN)SHEET 2. n�Iuyr EXTERIOR 137 TYP.ANCHOR TYPE, DU hr,c FIXED VISIBLE V l- INTEGR L BEDMENT AND EDGE (3� FIN DI TANCE PER SUBSTRATE. FRAME SE TABLE 3,SHEET 2. FIXED 20 OPT.SASH TOP LIGHT WIDTH J-CHANNEL SHOWN (N L SHOWN) VISIBLE _ LIFT RAIL FRAME 1 LIGHT i FOR ALL WINDOWS: NOTES: SHOWN HEIGHT 1 ANCHOR®3.55" BUCK WIDTH - --- i 48 - FROM END AND AT 1)USE ONLY Y1 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 OF SHEET 2.FOLLOW EMBEDMENT MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMMUMISTEEL FRAMING OR STEEL STUD. (72 OVER 38"WIDE: 1/4'O fl0 � ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM � MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES TABLES 2 6 9,SHEET 2. 14 45 48 47 SCREWS 016-318• INSTALLATION OPTION SHOWN MAY 35 FROM END. BE USED ON ANY SIDE OF THE / FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: N10 OR N12 STEEL {.� 114"MAX. HEIGHT 50 0 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE 4SHOWN RLING I SHIM SCREWS @ 8-3/6• USED INTO WOOD AS PER TABLE 2, SEE gg - FROM END. SHEET 2.ALL WOOD BUCKS LESS 8 3, 30 THAN 1.1/2"THICK ARE TO BESASH CONSIDERED 1X INSTALLATIONS. 2. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO USE EITHERHEIGHT SUBSTRATE.WOOD BUCKSLATCH(SHOWN) DEPICTED AS 2X ARE 1.12•THICK OR BOTTOM— OR GREATER.1X AND 2X BUCKSOPT. LOCK(SHEET 3),I�p, 65 TESTED UNIT (WHEN USED)SHALL BE DESIGNEDFIN AND/OR (2)1•I130 l 83 LOCATION:6-510" TO PROPERLY TRANSFER LOADS INTERIOR TO THE STRUCTURE.WOOFLANGE REMOVEDFROM SASH END. IN-FIELD WEEP _ DESIGN AND INSTALLATION IS THE NOTCHES AT gp RESPONSIBILITY OF THE ENGINEER INTEACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRA D REQUIRED IN FRAME EXTERIOR INSTALLATION SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 ID OPTION 8 PKOI711C"r IUiVl,e- '^'- 'I'IYh'6 vlr �"FfMM11 114'MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL 11++i1Jin6 17.6. INTEG:IAL Fry SHIM BEADING TO BEADING.OPENING)IS MEASURED FROM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) A+ccpbnce pk,/ U FRAME SHOWNo Revised Ely. Dals: ReWNon: E••J+ir+a/lwJjn 27"X 1 25'WEEPHOLE 3B WICOVER(D 2.87 I ___ -" -- T Reused By: Dab: Revision: �'^"°/A)ndc Pfadv7 C+ndrnj l FROM EACH END., — VISIBLE LIGHT FORMULAS l .J TVP. NT AN TYPE, --� �EDGE DISTANCE WIDTHBY., EMBEDMENT AND EDGE __� -- _ ® DescApthn: �"'^BY.,TRATE. _,-_ i @SASH:BUCK WIDTH-DTH- DISTANCE PEK 8091, SEETAB123,SHEET2. -+I EMBEDMENT @ FIXED uTE:BUCK wlrH4-3r6•• _. C(. iN �6 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SC?EW SHOWN) HEIGHT -LITE) 1070 TECHNOLOGY DRIVE Tille: Dafe: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT2-3-16/16" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 ANCHOitED THROUGH INTEGRAL FIN • Sedes/Abdel: Scall: hsef: Drawing No. Rev: INTO 2X WOOD FRAME IS BUCK- "A LYNN MIl68R,A.E. STRIP WOOD FRAME OR BUCK- NNMI MILL got: CERT. OF AUTH. p29298 SH-5500 NTS 4 OF 13 MD-SH5500-01 A 7/8"NOW 718"NO —►{ 718'NOM. 7I8'NOM. 1/8"NOM. 5116"A/A PVB — 5/16"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB I 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIRSPACE - 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3116".A GLASS 3/16"T GLASS 1/8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR G"l EXTERIOR <D EXTERIOR C8-79 78-79 _ ..__ 7x79 76.79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718"NOM. 7/8"NOM. I_-- 7/8"NOM. �+— -►I 718"NOM. Imo— 718"NOM. 5116"H/HSG- -- '5/16"H/H SG I 5/16"H/H SG I 7/16"A/A SG 7/16"A/A SG -- —- - - 7/16"AIR SPACE 3/8"AIR SPACE 3l8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T_GLASS 1/8"A GLASS y \ 1/8"T GLASS G]EXTERIOR EXTERIOR EXTERIOR a EXTERIOR a EXTERIOR 7679...-_.- _ a 76-79 767P 76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. 718'NOM. 7/16"A/A SG — 7/16"A/A SG I 12"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 -- BITE TYP. '16 MAY NOT BE USED 3116"A GLASS 3/16"T GLASS /1 WITH J-CHANNEL O 0 74 •INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR �ZJ.-. GLA � 31 ' 8 15MAYNOT BE USED N 7&� 78.79 EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCT RG\rISED G] - sa croinp Cog wish 9,e Flnri4a (� GLASS TYPE 15 GLASS TYPE 16 Ao pt c. 7, G .0.9 Exp.,.Il n unte� �ZQ l'/ t,Illrr: R.Wsed B"' Dale: R.Wslon: <llff��/[j R.vlsed By: D.I.:iL ReWelon: i; GLAZING NOTES: "A"= 'A'=ANNEALEDE9 D..,Ipl7on: D-�' TYR GLAZING DETAIL 'H"=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI -T-TEMPERED "PVB"•.090"BUTACITE0 PP BY KURARAY AMERICA,INC. 6, I� b. 1070 TECHNOLOGY DRIVE rill.: Dob: "SG' 090"SENTRVGLA BVKURARAVAMERICA,INC. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. - .. (941)-480-1600 Sales/Modeh Srnk: Sheol: Oroaln9 No. Rev: I 'A.LYNN I.IILLER,P.E'. CERT. OF AUTH. X29296 SH-5500 NTS 5 OF 13 MD-SH -01 A d.6W TDs �_---- OLE 5: TABLE 6: TABLE 4: a•.ryP• 0dlam s.,n Design Iba/R7 7 01•.r,'p.. Design Pressure,[baffle a o.+cnplenwan.n 51717 H.pM 9 019.Typ.. Design Pre sure.Ibe1R 5.6,7•1 bIM.UvU P.p.61 W,Mon Rvq.00 N/hgoW awx v64h e,7 5 9 /-SO0 Id Iw.n1 s- u to ne 57.1x5 -85.0/•70.0 R.IM L•NI ]3.3 E9a.111e 11]84 •050 -700 165.0 -70.0 R.Inr.L...I M Far 4-4.Xe...h.h. SbM.q Callepe H.SIT-15.570 417.0 .70.0 465.0 .70.0 R2 For.Il.ea+l AM x•Ih x17•• 28 Equ."Is 11.583.11.Sid -NO •70.0 •65.0 .700 SEE TABLE 9,SHEET 8 FOR 51.M.q RWwv +1.377.n sez 4es.o -70.0 •17.o ao.o SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. raw x5.511-25.196 •17.0 .".a •odo -70.0 ANCHOR GROUP AND QUANTITY. Elt.M.MC,Ahrps 20.058-2]516 •N.0 -Me •530 .70.0 0.95/ •050 .roo •610 40.0 .610 417.0 -700 •950 40.0 ccShall 11577-+1.516 •Wc -10.0 483.0 40.0 _ TOM 21.561.51.611 •650 -",a 4170 .70.0 cusum 129 20 617-27.682 •65.0 -70.0 -NO 800 O 61.q•q Csilso, x5.517-x5.516 •65.0 -70.0 •610 •70.0 HEADER 44 Eau•.R• 20517.23.516 .65.0 •70.0 -as0 80.0 HEADER -tressle P.4- 17.517.20.510 •050 -70.0 •95.0 -70.0 23 0.-air. 1..517-17.510 •65.0 80.0 .17.0 40.0 23 8h 1 11.7"•te.5i6 •66.0 .100 •630 40.0 ' Mc 21.517-38.911 •65.0 .10.0 •850 .70.0 I aMM.gCdha xes17atse2 4e5.0 -700 •170 40.0 Eq.Hp 20517-20.516 465.0 .roo •650 .70.0 0 _ -- O MEETING RAIL 40 Sw-d PrWea I?Sir-20.518 •55.0 .100 •W0 860 MEETING RAIL - c 0 Dust-file. n.SIT-17.610 •17.0 40.0 •05.0 -700 2B -� Iv Wlom Elle 12517.14.516 .6So -700 •170 40.0 ' xl�_ S-11 11.2"-12,516 .Lg.O -700 •050 •70.0 l EXTERIOR `• 1 u r.n.+1 17zae•226x .es.o -loo .e50 4d.o 1 I o _-11 _`-_-. o II a1.M.q cdinpe 20.617-37.A1 •�0 -70.0 •17.0 -70.0 0 23 F.qun.1". 23.517-25,5+6 -550 .70.0 -NO -700 23 JAMB Or-Sire 70517-x2.516 •96.0 -70.0 4170 -70.0 JAMB .9.625 EXTERIOR SASH 61.84..8•°`.^' 17.611-x0.516 •17.0 -70AMe •66.0 -70.0 caaem eb. 8517-nets •65.0 -ro.o •170 -Ta.o E%TERgR SASH Gj HEIGHT CRI..Sir. 12.517.11.618 •66.0 .70.0 •650 -700 - HEIGHT 9larinl n3."-12310 •17.0 -700 •17.0 400 T.w+ 17517-41.84 -NO -100 •610 400 SMM.gco@p. 21.617.26319 •63.0 -70.0 •610 80.0 /�� 23 E.". 70517-]1.865 +6 . 0 -760 •650 -no 123 31-M RW- 11 317-26915 •15.8 -.a -10.0 SILL rI 117 c.-sl. 20$17.22.516 495.0 .700 4950 .70.0 SILL O If unmet 519. 17.517-20115 495.0 .100 4950 a0.0 cwom su. 16817.17,51E .e5.0 -roo 'NO 4111.1 Curb.Sir. 13011 w 14116 463.0 .70.0 •66.0 423 Swerl 11.084.11010 405.0 .100 •85.0 40.5 •� b1.+ 39.511-.1.841 .65.0 .100 •630 .70.0 C.I..Sire 30617-39.610 •65.0 -70.0 •660 -MO Eq.14M1. 35.511-38.916 •650 -70.0 •950 .700 75 3.udShe 2x5/7.32.515 461.0 .700 -no .70.0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH Sl.LM.gPrWew x9517-32519 495.0 -700 .No 40.0 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Cuaemsb. aesn.2esm •17.0 -loo 417.8 ma LEVEL_ R2 REINFORCEMENT&GL 5, ,7 (REINFORCEMENTS SHOWN IN FIGURES ABOVE 3M•R 2s 5+9.295+9 495.0 -Tao •170 465 - (REINFOR(5EMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 6 EgNIIA. 39517..t.a1 •17.0 -100 ."a 0.0APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) a C -"3.r. u.5n-usm •17.0 .roo •�.0 87.2 CONFIGURATIONS) 61.M.,d P,W- 33.did.35.510 •63.0 -700 4650 40.5 PRODUCTREVJSED 01.19 LWI 42,.644 .17.0 I-".a •550 465 .c 14yil%v.'ith the Fl.Rids i SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. 13.1114in5(},119 ••MIN.SASH HEIGHT-WINDOW BUCK HEIGHT•50.138 A-planco 1%jr r Redeed By: Detr. R•rUlon: Gxxp r I Def,, i.0 Rv 'V 61i;nl�i lode I"Iml. I C. rPY RNud BY: Dela: R-ftfon: L' NOTES: 0 Description: ^'^Di^ 1)USE THt _ STABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. , 6 DESIGN PRESSURE TABLE J ROSOWSKI 1)FRAME DI'LENS DNS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. 1070 TECHNOLOGY DRIVE TIN: 05 �. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR S+ZEE:NUT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)+480-1800 SeAss/Model: Scale: Shut: Droving No. R. GN TNF rt S,S A;tYINN4-IT R.-P.E. CERT. OF RUTH. /29295 SH-5500 NTS 6 OF 13 MD-SH5500-01 A dS5 TABLE 7: TABLE 6: - of..17p. 801103793737 2 el.0 TD. Dplsm 8100 0.1,11111 0...37,1110%,gl n 9.1,IWO. Design PnOeun,159A1 136N Oncrinim for 0401 Sen WON Design PT66fu161b61R1 RNnI.L.v1 R.ro.m9+�dew Rw C) Wedvw6ui,w-9. R.ML In.f wn0.0 w1m.. 10763.roe 101n0ew Owk%Vldn On) 2 Hdom 6h 4 W1.40 a 52.125 1 54 3 Hd9M an- it 24 32 31 .0 4 62125 51 23.6 EOustllle 11.794 •70.0 .110.0 •M.0.110.0 •70.0-t10o •Ma -ifoa 235 EW4ID• 11.39. •70.0-ties •70.0 -110.0 •100-710.0 •70.0-110.0 •70.0 .110.0 •70.0-110.0 •70.0 •710.0 •70.0 -110.0 1 91.N.N Cat.p 11.517.16.$70 .70.0 .110.0 470.0-110.0 •70.0 110.0 -Mal"110.0 Sl ard.rd C.N.P. 14.517-15.070 •70.0-110.0 •10.0-110.0 •100.110.0 •70.0-1+0.0 •M.0-110.0 -70.01.110,0 •70.0 •110.0 •700 -110.0 28 Egr.Nlle 11.563.1.510 1700-110.0 •70.0-110.0 •70.0 •10.0 •70.0 •1100 2e EWsl In. 11.93.14.!16 •70.0 -110.0 •10.0 -710.0 N0.0 •110.0 •70.0-110.0 •10.0 -110.01-70.01-110.0 •70.0 .110.0 •7. •110.0 S1...1d Plv 11.377.11 on .ro.0 -110.0 .Imo-110.0 •70.0 .110.0 •00.0 .110.0 SI..erd PlWd 11.377.11.562 •70.0•10.0 •10.0 -+10.0 •70.0-110.0 •70.0 AIDA •70.0 410.0 •70.0 110.0 •70.0 -370.0 •70.0 410.0 � HEADER T•X.0 23.517-25.Me •70.0 .110.0 .70.0 4100 •700 110.0 •700 -1,.0 T.I4n 23.517.25.260 •70.0-1100 •70.0 .1100 •To.0-110.0 •70.0 •110.0 •70.0 •1+0.0 •70.0-Iiao •70.0 -Iia, •70.0 -1+0.0 S1•adRd aay. 20 IM-23516 170.0 -I 1D •70.0-110.0 .700-100 •700 .1100 SI...rd CAN.,. 20.0E-23115 •71.0 •110.0 •70.0 110.0 •70.0 -110.0 •70.0.110.0 •70.0 •110.0 •70.0.110.0 •70.0 -1100 •70.0 -110.0 25 31.376 liiW Ills 17.517-20.957 •70.0 .110.0 .70.0 •1100 .10.0 •110.0 •700 •1090 77.]15 Eaup III. 17.577.20.067 •70.0-110.0 •70.0 110.0 •700 410.0 •70.0-110.0 •70.0 -110. •70.0 410.0 •70.0 -1100 •10.0 100.0 54Nwd P,0. 14617-17.610 •70.0 .110.0 •70.0 -Ink •70.0 -110.0 •700 AM9 manDIM P!mfw 14.517-11.516 .70.e•110.0 •70.0 410.0 •700 -110.0 •70.0.1100 •70.0 -10.0 •70.0-110.0 •10.0 -110.0 •7010 -71.0 � o Blnd.p 1+.377.11.61 470.0 .110.0 •70.0 410.0 .70.0-107.0 .70.0 'IUD 6na4e11 +1.377"14.51$ •70.0 -1101 •70.0 -110.0 •70.0 -110.0 •70.0 110.0 •10.0 -110.0 •70.0-110.0 •70.0 -101.0 •10.0 •103.0 TNN 27.!63.31.11 .70.0 .110.0 .70.0 90.0 •700 •p0 .700 40.0 TRWI 27.93 31.911 •761 •110.6 .70.0 .110.0 •70.0 -170.0 •70.0-ties •70.0 410.0 •70.0 42.0 •70.0 410 •700 90.0 O Cretan 517. 26.617.27.6$2 •70D .110.0 .70.0 110.0 .700-1lo.0 •70.0 -110.0 cmi-sR. 26.517.27.5x2 •70.6-110.0 •70.0 -+10.0 •700 44.0 •70.0 "110.0 •70.0 -Ile.0 •70.0 -110. 10.0 .110.0 •70.0 -110.0 � � MEETING RAIL St•Mwd Cvn.p 235112$.SID MA .1100 •10.0 4100 .ro.0.110.0 •70.0 -Iwo slanawd Collsp 21617-26.S1e •70.0-110.0 -7ae .110.0 •70.0 -1100 •70.0.110.0 •70.0 .116.0 •70.0-110.0 •70.0 -110.0 •70.0 -110.0 - - -- 14 E0d.1..1 30.517.171516 170. .110.0 .70.0.1100 .70.0.1100 .roo.+100 44 EWp4Xe Mail.27515 •70.0 -1t0.0 •70.0 .110.0 •700-1+0.0 •70.0 -110.0 .700 110.0 •7010 •110.0 •700 .110.0 •70.0 -110.0 27 � 0 � III 11.1010-,762611 11,l17�30.51D •70.0 "1100 •10.0 1100 •100-1100 •10.0 -1100 Slandwd FmA 17.51)-2051 •70.0-110.0 •100 -110.0 •70.0-110.0 •70.0 110.0 •70.0 -110.0 •70.0•110.0 •70.0-110.0 •70.0 -110.0 l �Cu.1cn54. 1X1517.11.576 .10.0 -1100 .70.0-110.0 -?DO -10.0 •70.0 110.0 C.O..3111 1.517.17.516 •70,0 -110.0 •1'0.0 •110.0 •700-110.0 •70.0-110.0 •70.0 •110.0 -70.0.110.0 •70.0.1+00 •70.0 -110.0 [%?IEr�3IRIOR 11 53702601 11.377.1.51 •70.0 .1100 .70.0 -+100 .70.0 .107.0 •100 403.0 sh dw 11.377.1.575 •70.0 4100 •70.1 -110.0 •70.0-110.0 •70.0"110.0 •70.0 110.0 •70.0-110.0 •70.0 -101.0 '7001-1030 lant ]1.653"36,011 .70.0 "1100 .70.0 -10.0 - .O .93.0 .700 900 T.iell 31.93"35911 •100 .110.0 •70.0 -110.0 •100•110.0 •M.0-110.0 .70.0 •110.0 •70.0 41.0 -70.014301•700 90.0 Slalnd C011.9e 26.!17.71.692 •70.0 .110.0 •70.0-1100 • - -100 •700 "110.0 slwmalce9a0. 21.61131.512 •10.0-110.0 •10.0-710.0 •10.0 •110.0 •10.0-110.0 •10.0-10.0 •70.0-1100 •10.0 •710.$ •7001-110.0 JAMB 25 I{ EvuNl.• 20.!11.25 Die •1010 -1100 •M.0-1100 .?aa 410.0 •70.0 •110.0 Eeup"M. MS17"26.515 •70.0-110.0 •70.0 -770.0 •70.0 110.0 .70.0 110.0 -L. -110.0 •10.0-110.0 •10.0 -110.0 •1010 -110.0 EXI� SASH 44 640dwd PlvA.w 17.5+1"20516 .70.0 .110.0 •700•1100 •ro -110. .70.0 Iwo Xe SlaNwd P•e.1.w' 17517"2D.51 •70.0-1+0.0 •10.0 -110.0 •10.0•110.0 •10.0.1+0.0 •70.0 470.0 •70.0 410.0 -70.01"110.0 •700 -110.0 HEIGHT cupom s4e 1.97.17.61 .70.11 -110.0 •70.0-1140 .roe-110.0 •70.0 410.0 Cupem 1115 14.517.11316 •70.6-71D.0 •70.0-110.0 •700•110.0 •700-110.0 •?O.D-110.0 •70.0-110.0 -70.01"1w0 HO.D •110.0 custam size +2517.1.310 •70.0 •1100 .700-11th .70.0 •110.0 •70.0 410.0 Cupem s4. 12.117.14.516 •70.0 40.0 •700 -110.0 370.0.110.0 •MS-110.0 •70.0 .110.0 •70.0-ileo •70.0 -Ila.0 •70.0 410.0 SECTION DETAIL FOR E awned 11.377"12.510 .70.0 -It00 •70.0-100 .70.0.100 .70.0 IWO a snen..l t+.3??4Wale •700.110.0 •70.0•110.0 •70.0 •10.0 •70.0 410.0 •10.0-110.0 •70.0-110.0 vu.o .110.0 •70.0 -Itg.o -WINDOWS WITH Tallest 33 208-37.535 110.0 .1100 470.0 -90.0 •70.0 •63.0 470.0 .900 >: nn..+ 31.20/•37.53$ -M4•110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0 -lioa •70.0 49.0 •70.0 430 •10.0 40.0 sq r 'd UO 25517 31.20? •roo -110.0 •M.0 -110.0 -TOO -110.0 •10.0 -1 .0 St-dCa6.0. 26.517"33.207 •70.0 "110.0 •700 .110.0 •70.0-710.0 •70.0-no.o •M.0 -1+0.0 •10.0-+10.0 •19., -370.1 •10.0 .1101 LEVEL R3 REINFORCEMENT 25 ENwuu 23$1.28.5+6 •Too Ila.0 •Me•110.0 .Too.11.0 •70.0 -Iwo EOuplsa 23517-29.511 •70.6 Itao .10.0 .10.0 •70.0.110.0 •70.0•++Deo •70.0 4101 •70.0 410.0 .7D.0 -11.0 M.cl 410.0 &GLASS TYPES 0-16 Cuaam&A. 20.17-23.61 •100 -noo -Ma.noo -TOO "10.0 •M... Iwo ' X0675 Cus.m 917. 2a511-2350 •700 •10.0 -Too .110.0 •1010-110.0 •70.0 410.0 •roo-110.0 •70.0.1100 •70.0 .10.6 •70.0 .110.0 SILL O 19 els ) E 6lendwd,7101.10 17117.20.510 •roo -+wo .70.0-110.0 •70.0 .110.0 .70.0 .1100 E 61.nd•mprwlw 37.537-2051. 370.0 -Ilao -Me -1110 •70.0."a.0 •7010 110.0 •ro.o•1010 •70.0 410.0 •70.0 Ito.$ •1010 -110.0 (REINFORCEMENT!SHOWN / Cu.bm l.. 4517.17.516 .100 -110.0 -MIT-1100 .700-110.0 IMV-1100 Sf cufem s4• 11.611-17.516 •700 410.0 •70.0 -110.0 •70.0-110.0 •70.0 two •70.0 -Iiaa •70.0-370.0 •70.0 ITO0 •70.0 "370.0 FIGURES ABOVE APPLY TO Qnlem s4e 12.517-+1.510 I .0 -noo •70.0-1100 .700-110.0 •700 .11aO Cupom 34. 125+7-1SID •100 -lto.e •70.0 -noo .70.0-11D.o •70.0-1+0.0 .MO.IiG.o •70.0 -110.0 -7aO "110.0 •70.0 -1w. FLANGE 8 BOX7EOUAL-LEG 511037.01 1117/-1251$ 0 -370.0 •700-1,a, .700 410.0 •w.0. 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PT- F - L 1- .130" O -D n I� 2.444" U D -}�'{ 1.331" ��- -►� 1.340" �- 2.444" \ � I 2.444" 2.444" /• STANDARD HD MEETING RAIL ' JD �U 11IInII \26/MEETING RAILl2,'REINFORCEMENT �� IIJJ 1 II REINFORCEMENT .625' 0 .625" U � 7 FIN FRAME 8 EQUAL LEG T 1.375' �)FRAME SIJ-CHANNELL `./FRAME ILL 1 3� SILL O FRAME SILL TI I 1.872• 1.841' I �T -�{ 1.215" 2.100" 1.472" 1.565" . 1.830" I 1 ...III 1.378' III-.-1- �-IIIL.�_ 2.176" .065" o .065" 1.3175" i .974' � .471' �- 1} 1 1 `�j�(�T �� 355" - 050' ��.590" 050" J :J�347" -- 1.000" .035 U. o60' .070" .070" -1 1.231- IF LIFT RAIL ^ LED �\ M.EETBEVELED MXEDING RAIL 18)SASH RAIL C 7 COVER BALANCE 18 SCREW COSASH VER ,9 INTERLOCK 0- INTERLOCKCOVER 21 NLIFT RAIL TE OCK ``Z)INTERLOCK COVER "RODUCT REVISED nnplying wish Mrs Fl,.kN i'�ildinp Cndr. \ncgnnnu Nn 1!o•O�14•• lixptrnlioon.Datc Ivky.oa4.wgo Revbed By: Dole: Revlefon: Rv I / [ i/C1!,L) - INimnl )ndc nc Prndl Conlr{�Ft .316' .300' .175 I -� .?84' �-•� . �.� ' 1 Revlaed By: Dole: Ravl.i- I::!---jLLL .750' F .036' �•{�-j .025" --►-}�-? � ® Description: Draen By: \Liddl�G 91 EXTRUDED TROLLED 6 I� �b WINDOW EXTRUSIONS J ROSOWSKI SCREEN FRAME \, SCREEN FRAMEDaNe i. . .. 1070 TECHNOLOGY DRIVE lttle: __.. N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 Ssrbs/MedN: Seob: Shssl: Dra'ww No. Rev. •A:LYNNIMILLE,i,P.E. CERT. OF AUTH. N29298 SH-5500 NTS 11 OF 13 MD-SH5500-01 A --_ - - P.E.# 58105 TABLE 12' TABLE 12,CONT.: SILICONE HOT-MELT BUTYL Bili of Material Bill of Material,cont. STRUC URAL N Part A Description Material N Part N Description Material STRUCTURAL SIL CONE 114"NOM. FOAM 3116"NOM. 1 0 Lr—Single hung Frame Head Jambs-J-Channe VC 5 201 7 Auto oc Mechanism teal POLYISOBUTYLEN WITH 2 320102 Singk Hung Frame Head&Jambs-Flange PVC 46 72019889 Sweep Lock Cast Zinc WITH DESICCANT DESI CANT 3 120103 Single Hung Frame Head 8 Jambs-Fin PVC 47 72019586 Auto Lock Coker Assembly Cast Zinc EXT.GLASS EXT.GL S 4 320104 Singla Hung Frame Head 8 Jambs-Equal Leg/Box PVC 48 76X118OPTX N6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 220105 SH/DH Frame Sit:-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 3201CS SH/D,i Frame SIII-Flange PVC 50 76X34PPA N6 x 3/4"PH.PH SDS(Keeper Screw) SS Al 7F5,20 '/ SHIDH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS //`INT.GLASS 88 SHIDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Till Latch Comer Key PVC 141 Fixed Meeting Rail PVC 53 7834PHFL N6 x 3/4"Ph.FH SDS(Comer Key Screw) SSKODISPACE SUPER td9 Sash Ra!!(Sides,Top 8 Bottom) PVC 54 420183 Tilt Latch PVC 4SG TPS I SPACER®NXTTM 174 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 120123 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 o2D1E6 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 ?20144 P'uli Re"Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT poYLES E DESICCANT FILL AREA BUTYLEkE 21 120157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC 1' 5116"NOM. 5116'NOM- S AL 22 F20145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL 8 SILICONE SEAL 23 520150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANTV-x ROLL-FORME i �257 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAMSTAINLESS STE L 620153 Standara Meeting Rall Reinforcement 6005 T5 AI 65 7834FPT N8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 620154 HD Meeting Rall Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 81844 Weatherstrip,.187"x.270"Fin Pile 67 78588 N8 x 5/8"Ph.FH SMS Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.3G0"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC C 32 61719 Weatherslnp,.187"'x.220"PolyPlle 74 Backbeddirlg,GE 7700 or Dow 791 Silicone NT.GLASS jl -INT.GLASS 33 01825 Weatherstrl Plug,.220"Flnseal 75 71646N Setting Block(7/8"x 1"x 1/8"),86+/-6 dura. EPDM 35 79XIMIU N8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum Ts DURASEALO QPACER L EDGEIM 36 79X3THPX N8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Wee Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720XXXXX Constant Force Balance 84 47041 Screen Corner Key without Pull Ring X 2 PVC 41 N8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 88 61B18C48 Screen Cloth Fiberglass 43 i202U5 Spiral Balance Shoe Nylon 1 87 61635/61614 .140"Screen Spline(Machlne/Hand Rolled) Vinyl 44 79A 4FPAX NB x 1-1/4"Ph.FH 3MS(Spiral Balance Screw) 410 SS Part Nr Description Material Kommerling 4SG TPS Spacer System I•RODUCTRGVISED -- See this n< 77 DU2nex Super Spacer nXT Wi h Hot Melt Butyl 1,ImC lnawlln lM t•6Ykla __ _ Sheet for Unuan�ac�nae Ife-0714. Its IQua.lex Duraseal Spacer Materials exrl nr x Ue1e G� 79 �.Bfl'nBi A.Edge Spacer R.W ed By: Dols: Reviaron: 1 g en WCF RTS FTL-87.7,8%8 8 8977 JR 05/05/16 A)ADDED SPACERS 11 ndc PnnFcl rvYrtd ReHerd By: Dab: Revirlon: �% f ® Deecdptlon. Own By: i �c= BILL OF MATERIAL(BOM) J ROSOWSKI 6' 1070 TECHNOLOGY DRIVE Mr.: Dora N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALL TION-LM 05/15/15 (I NOTES: (941)-480-1600 aedee/Model: I DmO.9 No. Rev. j PSV B.n-i A_W:NC 7W AND DOOR PROFILES.LTD..TO BE LABELED FOR MMA EXTRUDER CODE. k i. LLER.MIP.E. I 21:-p!rg ( +L,1.4,"8,?6,34,?9,Ft.92;a".4-71 a 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p,N p Sa705 CERT. OF AUTH. #29296 SH-5500 NTS 12 OF 13 MD-SH5500-01 A �— OPT.SWEEP LOCK �\ OPT.AUTO LOCK 46 46 A a7 I d ^ 57 OR 56 48 IOR 52 55 I I OPT.PULL RAIL OR 84 19 INTERLOCK d ; COVER . .c I I 56 i I 87 Irl I ( 35 _ OPT. 1 BEVELED MITERED FRAME WITH ! I 2, INTERLOCK )" INTERIOR AND EXTERIOR 16 d COVER ` FRAME WELDS O 18 I i2 X4 �.,•FF 72 xa ,6 pzl so ----- SSE---- EE SCRN 49 OPT.PULL HANDLE •' AMBLY `U 64 WITH LATCH _ '4i _65 DETAILS CONSTANT FORCE 8 41 46 BALANCE l l /-�,6� 82 OR�31� ------------ OR OPT.PULL 40 RC) 42 43 SPIRAL BALANCE HANDLE 67 1 16 MITERED FRAME WITH - SASH /—INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 1 �66 3e3e DETAILS :.�;•�...--. EXTERIOR -�153 �`8 59 _...-- 1 ATT O In 5 ........-NES TO BA`A ._ - - "..' - ----- -- ....._---`.. +A�Um)p1nnc•-Nn 16-b f J _ ...... 53 vx. rldn.. FRAME . 4.03 ASSEMBLY Rebleed fy. Dafc R-4i— 11 f +4inn; loan IhaX,et Cnnc9't DETAILS Revised Revision: . By: Dole: ® Deecr(ptlon: Drown By: EXTERIOR 171yl1b EXPLODED ASSEMBLY J ROSOWSKI 1070 TECHNOLOGY DRIVE Afle: Dote: 1)SCM,PARTSIOPT,ONS NOT SHO'PJN ON DRAWING FOR CLARITY. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)v-CHANNEL FRAME SHO'NN,PARTS Y,d 5.OTHER FRAME TYPES APPLY. j (941)-480-1600 I e'U E t�F1---RC-S"H TOP LOCKS OR SlIT TYPES,Set:ASH ILS ONS LOCKHEETSS d 7 A.LYNN MILLER,P.E. Sertea/ModeC Scale: Shut: Drowinq No. Rev: L— P.E.g56705 CERT. OF A.. /29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A