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HomeMy WebLinkAboutProduct Approval (2) 9/30/2016 Florida Building Code Online e BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search 17 b Product Approval pr -USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL239-R24 Application Type Revision Code Version 2014 Application Status Approved *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 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com 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 https://floridabuildirig.org/pr/pr_app_ d.aspx?param=wGE\/XQwtDquS1Bu8CAEmBE70C31\/X3PGaDA1SWyATjg`/o3d 113 9/30/2016 Florida Building Code Online Design Pressure:N/A Installation Instructions • ' Other. Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.Ddf (NOA)for product performance information,anchorage I Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. i 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 i FL239 R24 C CAC 15-0612.10 SMI.Ddf 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 i Fl X39 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 Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 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.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: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits o Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.Ddf 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 j FL239 R24 II 16-0714.03.Ddf (NOA)for product performance information,anchorage i 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: Cnrk Pleat 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(l),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 h . Product Approval Accepts: 01® -Z_: Credit Card Safe i � Fops://floridabtiiiding.org/pr/pr_app M.aspx?param=wGEVXQwtDgLtSIBu8CAEmBE7OC3M3PGaDA1SWyATjg%3d 3/3 M IMAM I•DIADE MIAMI-DADE COUNTY L I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: 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.,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. i 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. i 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#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. M1AM1•DADE COUNTY NOA No. 16-0714.03 ( .•••. , Expiration Date: July 30,2020 (p Approval Date: August 18,2016 Page 1 I 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 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 EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under 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 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 previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) Manuel P ez,P E. Product Control Exam' er NOA No. 1 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 k PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 12/11/16. 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. 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"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, 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-5"Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under 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. (Submitted under previous NDA No. 15-0519.05) 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. 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500" PVC Single Hung Window-L.M.l."approved on 07/30/15 and expiring on 07/30/20, Manuel Per , Product Control E7�am' er NOA No. 16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ,ANCHORAGE / ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING XAMPLE FOR 28-1/8,MAX.O.C./ 21-5/&' �� FOR ARCH-TOP RADIUS.TOP / 'l 64"MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL 77t!% FRAME SEAM y( 30' 12'MAX. / WINDOW TYPES) WINDOW TYPES) ' B,SEE,�-__ MAX.O.C. SHEET 3 / 10"MAX.FROM �-1II 32-118"MAX.BUCK WIDTH SEE SHEETS II4.� 1-114" �.J � A.SEE�._. -. .'t 12"MAX. FRAME SEAM D.SEE_. 8 8 9 B,SEE -+-30"MAX.O.C. �12"MAX SHEE 3t FIXED VISIBLE / J SHEET 4 I SHEETS j LIGHT WIDTH A.SEE�— — ? B,SEE __ 30"MAX.O.C. l SHEET 3+ t2"%� i FIXED SHEET3 —� -J---112'MAX. SHEET4+ I / —i1— EQUALLY — I I / VISIBLE A,SEE �j 12"MAX I / EQUALLY 17-7/&"MAX.O.C. SPACED I i LIGHT 17-7/8"MAX.O.C. SHEET 3i I / - ANCHORSPER HEIGHT / SPACED TABLES 9-11 - I �_ EQUALLY / 17-7/B'MAX. ANCHORS PER `I / 91.78" SPACED I` TABLES 9-11 UCK MAX. ANCHORS PER O 1 I 84" IIS 84" BUCK TABLES&it I / MAX.62" Q I HEIGHT MAX T HEIGHT 10"MAX.O.C. BUCK 10"MAX.O.C. 10"MAX.IO C BUCK A3 SNOWN X I 4 HEIGHT _ I 4 X 4 i HEIGHT X' j Q (MAX.) ._._._ X I ._._ /4"M MAX.) 3-3/4"MAX.G.C. EQUALLY I lI 13-3/4"MAX.O.C. EQUALLY I SASH 13-3l4"MAX.O.C. EQUALLY "7" SPACED I�_ SPACED I VISIBLE I_L- SPACED ._._._. ._ ......._._ _._ SEE 1 / ANCHORS PER ANCHORS PER LIGHT ANCHORS PER I - - SHEETS J / TABLES&11 I // / C TABLES 9.11 A 1 TABLES 9-11 HEIGHT A� �A 888 1 I I I 6-1/2"MAX. '•6-1Y2"MAX. -.6-lir MAX. _JNOANCHORSATSILL rI E SILL WEEP- 8�___ NO ANCHORS AT&ILL I B� _ NOANCHORSAl ILL D►--- 1-1/4" B 54'MAX.BUCK WIDTH �'1 NOTCH DETAILS. SASH VISIBLE -�SNEOTCH DETAILS, 64"MAX.BUCK WIDTH ��NOTCH DETSILL EAILS, --1- NOTCH DETAILS, SHEET 3 LIGHT WIDTH SHEETS SHEET 3 SHEET 4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&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&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 INSTALLATION,FLANGE& CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LE INTEGRAL ................3 I DEPICTED AS 2X ARE 1-1/2"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,NTEGRAL FIN CHANNEL......................4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). & 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 GLAZINGG DETAILS ...................5 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. DESIGN PRESSUREESS...................8-7 6)1/4"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.................6-10 EXTRUSION PROFILES................11 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. ASSEMBLY 8 PARTS LIST...........,2-13 STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •ASTM E7300-09 NOT BEEN USED IN 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 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ALU IN PA NDS-2012 FOR WOOD CONSTRUCTION PRODIJC9-REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ALU IN DESIGN MANUAL,ADM-2010 as a•a:plyia8 wish tlr Fhrid9 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-5100-07/S2-2010 Daldma Code 16 0 )t"R^ LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NOS&ALUMINUM DESIGN MANUAL A"COV�" N" 4-'LLj[yJ'�20 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. RM•W By: Date: Re)ADD IftIXfH/��Date � JR 05/05/16 A)ADDEDSPACERS By USER INSTRUCTIONS: ToSHEET,1• Ml I ad.Prod&.dCi :moY i)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. R•vb•d By: Dab: Reddm: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ® D-odpow. Dmrn By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW // GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. i A�l N O 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR 1070 TECHNOLOGY DRIVE 7Rb: i D t.: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. N.VENICE, FL 34275 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1800 5•d s/Model: I Saab: SA••f: O—Mg No. Row NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ''p iI;YyN IMI4LER;I'.E. INTEGRAL FIN OR EQUAL LEGIBOX). p E a 68786 CERT. OF AUTH. #29298 SH-5500 NTS 1 OF 13 M D-S H5500-01 A • TABLE 1:ALLOWABLE GLASS TYPES Glass Description(Listed from Exterior to Interior) Design Pressure Frame Glass Frame Frame Type Table N SheetTypes options ConB s Shapes Installation that may be used 6 7/8'Laminated I.O.:1/8"A Exterior Cap+7/18"Air Space+5/18"Laminated;(2)Lite*of 1/8`A Glass with.090'PVB Intedayer 4,5 1 6 (sea Fig B) (see Table 1) fees Fig A) (see Fig C) 6 7/8'Laminated I.G.:1/8`T Exterior Cap+7118'Air Space+5/18"Laminated;(2)Utes of 1/8'A Glass with.090`PVB Intedayer 4,6 6 ..•.Into 2X Wood Frame/Buckstdp-shest 3,;pion 1 7 7/8'Laminated I.O.:3116"A Exterior Cap+318"Air Space+5/16"Laminated;(2)Utes of i/8'A Glass wilh.090"PVB Intede er 4 6 6 Flange Equal-Ute, Square/Rect., Th y 5-10 Orieuprmtew Arch-Top 8 rough the frame ....into ConcrotdCMU-sheet 3,option 2 8 718'Laminated I.G.:3116'T Extedor Cap+3/8'Air Space+5/18•Laminated;(2)Utes of 1/8•A Glass with.090"PVB Inledayer 4,15 6 (#2) 8 Cottage Radius-Top of the window...... ....through 1X Buckstdp into Corwrele/CMU-sheat 3,option 3 9 7/8'Laminated I.O.:V8'A Exterior Cap+7/16'Air Space+5/18•Laminated;(2)Lkes of 1/8'H Glass with.090"SO Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/8•Laminated I.O.:1/8"T Exterior Cop+7/18'Air Space+61118'Laminated;(2)Ules of 1/8'H Glass with.090`SG Intedayer 7 7 ....Into 2X Wood FremalBuckstrip-sheet 3,option 1 11 7/8'Laminated I.O.:3118'A Exterior Csp+3/8'Air Spaoe+6118`Laminated;(2)Lit"of l/8•H Glass with.090'SO Inleda er flal 1 Eelypro te, Arch-Square/Rect., Y 7 7 Equal Lep 5-16 Odsl/Prodew Arch-Top d Through the frarrre ....Into ConeroldCMU-sheet 3,option 2 12 7/8'Laminated I.G.:3118`T Exterior Cap+318•Air Space+5/18'Laminated;(2)Lit"of 1/8•H Glass with.090'SO Intedayer 7 7 (N4) 8 Cottage Radius-Top of the window...... ....through 1X Bucksldp Into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.O.:1/8'A Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Lltes of 3/18'A Glass with.090`SG Intedayer 8 7 ....Into MaIM-sheat 3,option 4 14 7/8'Laminated I.O.:1/8`T Exterior Cap+5/18'Air Spec&+7/18'Laminated;(2)Litre of 3/18'A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood FramalBuckstdp-sheet 4,option 5 15 7/8"Laminated I.G.:3118"A Exterior Cap+1/4'Air Space+7/18"Laminated;(2)Lites of 3/18`A Glass with.090"SO Intedayer 7 7 J-Channel Equal-Lite, Square/Rect.,Integral 5n...... ....Into Meld-chest 4,option 7 16 7/8•Laminated I.G.:3/18`T Exterior Cap+114'Air Space+7/18'Laminated;(2)Lites of 3/18•A Glass with.090`SG Intedayer 7 7 (Ni) 5-8 Oriel/Prouew Arch-Top 8 8 Cottage Radiva-Top Through the frame ..-.Into 2X Wood Frame/Buckstdp-sheet 4,option 8 TABLEof the window...... ,..,Into Metal-sheat 4,option 8 Group 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7,S 11,N Through the ....Into 2X Wood FramdBuckatrip-sheet 4,option 5 8 15 MAY NOT V USED IN Min.Edge Min. — Int Fin Equal-Ute, Squero/Rect.,integral 6n.. Group Anchor Substrate THE HVH2 ABOVE 30'. eWst ....into Molal-sheet 4,option 7 Distance Embedment' • (�) 5-8 OdellProtiew Arch-Top& _ 8 Cottage Radius-Top Through the frame --tnto 2X Wood FremdBuckstdp-shoot 4,option 8 of the wlndow...... ..•,Inlo Metal-sheet 4, 1110 SMS Tout m ne - 1 option 8 Steel,A36' 318" 0.050" (steel,18.8 S.S. 'MIN.OF 3 THREADS of 410 S.S.) Steel Stud,A653 Gr.33• 3/8' 0,0451•(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,8063-T5' 318" 0.050" SUBSTRATE.FOR __ "A'=ANNEALED STEEL STUDS, — --- - -- P.T.Southern Pine(SG=0.55) 7/18" 13/8" MIN.Fu=45 KSI 8 YI"=HEAT STRENGTHENED / �( 'T'=TEMPERED 3/16`steal Ullracon Concrete Z min.2.85TIMkel)C- 1' 13/8' MIN.Fy=33 K31. y�� 2 �,�� /"J 'PVB'=.090-BUTACITE®PVB UngfOUled CMU,(ASTM C 130) 2-1/2" 1-1/4" / f I,,, G) BY KURARAY AMERICA,INC. P.T.Southam Pine(SG=0.55) 9/16' 1318" `UNGROUTED CMU" _ L 012 SMS SteelA38' 3/8" 0VALUES MAY BE `/ BOX OR 'SG"_.090"SENTRYGLAS® B (steel,18-8 S.S. , .050" USED FOR GROUTED Pte• FLANGE EQUAL- INTERLAYER BY KURARAY Of 410 S.S.) Steel Stud,A653 Gr.33• 318" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG AMERICA INC. Aluminum,6063-T5' 3I8• 0.063" EOUAL-LITE ORIEL COTTAGE 1/4"steel Ullracon Concrete(min.2.85 kal) 1" 13/4• C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' FIGURE C:FRAME SHAPES -- 1/4"steel Cretellex Concrete(min.3.35 kel) 1" 13/4• +{SUCK WIDTH BUCK WIDTH BUCK WIDTH � 1/4"steel Ullracon Concrete(min.2.85 kal) 2-1/2• 1-3/4' 114"steel Ultracon P.T.Southern Pine(SG=0;55) /4" 1steel Cretellex Concrete min.3.35 kai 2-1/2" 1-3/4' 1 5 3 11 D1/4"steel Cfelefiex Ungrouted CMU,(ASTM C-90) 2-1/2• 1-1/4• --_ _ _ _ J-CHANNEL INT NIGRAL P.T.Southern Pine(SG=0.55) 1" 13/8• w x O 1/4"steel Aggro-Gator Concrete(min.3.275 kai) 1-1/2' 1-3/8' m m 1m _ 1/4"steel Aggre-Gator P.T.Southam Pine 701e 1" Grouted CMU,(ASTM C-901 1 2" 12" RECTANGULAR RADIUS-TOP ARCH-TOP 1 TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY E BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as 1'RODUCODUCD Group Anchor Substrate ina withf REVISE FTarkla Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Acrcpmoa too Distance Embedment' THE TABLES ON SHEETS 8-10. uurldlna(:ode E 2-1/2"x.131'Common Nag P.T.Southern Pine(SG=.55) 3/8" 2-7/18' Revised Sr Oat. ReHebn Dxpinnk n core 2D20 2-1/2'Ring-shank Roofing Nail P.T.Southern Pine(SG--.55) 3/8' 2-7/1(" ny P.T.Southam Pine(S(3e.55) 1/2• 1318" rtweee W. Date; ; Miwni Gate 14 .on N10 Trusshead SMS Aluminum,0083-T5' 3/8" 0.050" (steel,18-8 S.S. or 410 S.S.) Steel Stud,Gr.33' 3/8• 0.0451" 18 Ga.)a.) t ® DerreApfbn: Drown By: F Steel,A38• are• 0.w MIN.OF 3 THREADS BEYOND / I K 16 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG-.55) 9/18" 13/8" THE METAL 912 SMS .,I.. 1070 TECHNOLOGY DRIVE ?We.33' pate Steel StudOr. (steel,18-8 S.S. Aluminum,8083-15' 3/8' 0.083" SUBSTRATE.FOR - N. VENICE, FL 3275 4STEEL STUDS, SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 or 410 S.S.) , 3/8' 0.050" MIN.Fu=45 KSI 8 (941)-480-1800 Steel,A36' 31W 0.05(" MIN.Fy33 KSI. ,�A.-LY.NN MIµµBR) , SerNe�4°dek �OfeO fr Oroeerp No. Rev: PE. 5s705 CERT. OF AI1TH. (l2D2D8 SH-5500 NTS 2 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES —' INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X -- DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH E DISTA OPTION 1 EDGNCE SEE NOTE 2,THIS SHEET. EMBEDMENT _ FRAME INTO 2X V4000 EMBEDMENT 1/4'MAX SHIM FRAME OR BUCKSTRIP. --- �'•� 18 1/4'MAX SHIM �-- - SEE NOTE 2,THIS SHEET. EMBEDMENT T I SASH VISIBLE FLANGE FRAME 1 EDGE • 18 LIGHT WIDTH 17 EDGE SHOWN �L DISTANCE DISTANCE ._ ." •. - 44 BALANCE ---- -- L1/4'MAX TYPE VARIES - - -- -•--- ..---• - TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH EMBEDMENT AND. WEIGHT TYPE, 2 TYP.DMENT TYPE, EDGE •• 30 0 EMBEDMENT EMBEDMENT AND EDGE AND EDGE DISTANCE PER 31 DISTANCE PER DISTANCE PER SUBSTRATE, I SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. ED( SUBSTRATE, 18 EXTERIOR 87 DISTANCE SEE TABLE 2, T- SHEET 2. FIXED 19 20 OPT.SASH TOP •• FIXED VISIBLE 4 - RAME VISIBLE J LIFT RAIL FLIGHTF I 2 LIGHT WIDTH I EQUAL HEIGHT FOR ALL WINDOWS: NOTES: SHOWN ( BUCK WIDTH - `FRAME 1- 1 49 49 ANCHOR OM END M3.55' D AT 1)USE ONLY HORIZONTAL SECTION A-A snowN O I 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 SHEET 2.FOLLOW EMBEDMENT AND OVER 38'WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMWUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. SCREWS 016-3/8' INSTALLATION OPTION SHOWN MAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE O FOR WINDOWS WITH WINDOW. 1/4'MAK BUCK O O18 BOTTOM LOCKS: SHIM 010 OR#12 STEEL HEIGHT50 2)MASONRY ANCHORS MAY BE SELF DRILLING 1/4'MAX ADD ADDITIONAL {�. SCREWS O.8-3/8' USED INTO WOOD AS PER TABLE Z, I SHIM B530 T^ FROM END. SHEET ALL WOOD BUCKS LESS SMS E ZEE _ THAN 1.1-1/2'THICK ARE TO BE OGS D SASH CONSIDERED 1X INSTALLATIONS.1% SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF a LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS OPT. Be J_ 18 USE EITHER OR GREAPDTER.IX AND 2X BU KISK LATCH OR Q 85 (WHEN USED)SHALL BE DESIGNED (2)1' 81 30 84 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL _ INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGA30X WEEP LOCATION:65/8' DESIGN AND INSTALLATION IS THE SHOWN o FRAME _ NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. OR ARCHITECT OF RECORD. SHOWN 0 B EXTERIOR 88 3)VISIBLE LIGHT WIDTH OR HEIGHT 87 (ALSO REFERRED TO AS DAYLIGHT IN OPTION ON f'1 INSTALLATION OPENING)IS MEASURED FROM V OPTION 4 PI70001."I'ItBViSBD EQUAL-LEG/BOX O 114'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH as c..IAyJn#wish dw narl& FRAME SHOWN - - c FRAME INTO METAL FRAME INTO METAL OrdWins Lode Aowpleuoc No I -� -�3 1I I Ili;, Revlwd By. Dote; Redelon: -pirallun Dale e .27"X 1.25' NO ANCHORS By WEEPHOLE . Miam I prn ua ainlr w1COVER 0 O - REQUIRED IN VISIBLE LIGHT FORMULAS Re I-d W. Date: Revwon: 2.87'FROM 38 . FLANGE OR EACH END. EQUAL-LEG WIDTH ,1` • FRAME SILLSYnT - @SASH:BUCK WIDTH-8-112' I De..Aptlon: Drorn By; Q FIXED LITE:BUCK WIDTH•4-3/8' 6: FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEI GHT(EQUAL{rTE) 1070 TECHNOLOGY DRIVE Rd.. poM; VERTICAL SECTION B-B BucKHEIGHTQ-3-15/18' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1800 Serlee/ModeL Scale: Shwa Ororsg No. Rer. A.LYNN MIL R;PX. b. CERT. OF RUTH. #29298 SH-5500 NTS 3 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION OPTION 5 - ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �- EDGE DISTANCE y NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHE ANCHORED THROUGH INTEGRAL EMBEDMENTET. FIN INTO 2X WOOD FRAME OR — a 1/4"MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, 17 SASH VISIBL J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH FRAME _ DISTANCE PER SUBSTRATE, SHOWN I SEE TABLE 2,SHEET 2. -- LJ _ (SCREW SHOWN) -- 44 BALANCE 1 jT TYPE VARIES -- __ Q EMBEDMENT i L-114"MAX SHIM 42 WITH SASH EDGE WEIGHT 54 1 TYP.ANCHOR TYPE, DISTANCE 30 EMBEDMENT AND EDGE 31 O (� DISTANCE PER SUBSTRATE, �)I SEE TABLE 3,SHEET 2. EXTERIOR 87 TYP.ANCHOR TYPE, 18 (NAIL SHOWN) EMBEDMENT AND EDGE 0 3 INTEGRAL DISTANCE PER SUBSTRATE, O _I FIXED VISIBLE FRAME SEE TABLE 3,SHEET 2. FIXED �192D OPT.SASH TOP �I LIGHT WIDTH SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL J-CHANNEL 1 FRAME LIGHT I HEIGHT I FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR®3.55 BUCK WIDTH + 48 FROM END AND AT )USE ONLY J� 49 i HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. 46 48 47 SCREWS 616-3/8- INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: 010 OR#12 STEE)ANDIOR ( i/4"MAXHEIGHT 60 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM TSCREWS 0 8-3/8" USED INTO WOOD AS PER TABLE 2, SMS(Gb),SEE 85 1 - FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, jpr7 30 THAN 1-12"THICK ARE TO BE SHEET2. 1/11 SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO USE ETTHERHEIGHT SUBSTRATE.WOOD BUCKS 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-12"THICK OR BOTTOM OR GREATER.1 X AND 2X BUCKS OPT. 66 LOCK(SHEET 3).S TESTED UNR (WHEN USED)SHALL BE DESIGNED(2)1 81 30 63LOCATION:&5/8" TO PROPERLY TRANSFER LOADS FLINTERIOR 31 TO THE STRUCTURE.WOOD BUCKFROM SASH END. WEEP DESIGN AND INSTALLATION IS THE NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o EACH ENO. - NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION SILLS IF ANCHORING ALSO REFERRED TO AS DAYLIGHT OPTION 8 PRODUCT RBVISBD T THROUGH FRAME. ( OPTION 715 . OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL 'c"mP1 C dwitk ttr FIOTYL 114"MAX BEADING TO BEADING. ANCHORED THROUGH 'A:-pnM Cd' INTEGRAL FIN SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) Ali�.upowce tdu FRAME SHOWN o R-1-d Br. Dots: R"Wo/on: F: dratat DWe 6 '� .27"X 1.25"WEEPHOLE C) WICOVER @ 2.87" FROM EACH END. Ivlie�ni)adc Prodw:t Cou RowYod By Doty. Rmvblon: Q VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, -� EDG�TANCE WIDTH EMBEDMENT AND EDGE - _ yy D BY DISTANCE PER SUBSTRATE, -. - _. _L ®SASH:BUCK WIDTH-6.12" ® Wwrlptlon: SEE TABLE 3,SHEET 2. �1 EMBEDMENT ®FIXED LITE:BUCK WIDTH-4.318• C( �jj J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) Dob: HEIGHT(EQUAL-LRE) 1070 TECHNOLOGY DRIVE TRIO: INSTALLATION OPTIONS VERTICAL SECTION D-D BUCK HEIGHT2.3.16118" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN (941)-480-1800 INTO 2X WOOD FRAME OR BUCK- A.LYNN MILLS(( F & SaNra/ModN: Sooty: Short: OrorrMp No. ' STRIP.SEE NOTE 2,THIS SHEET. REM 68706 CERT. OF RUTH. M292B8 SH-5500 NTS 40F 13 MD-SH5500-01 A _I 7/8•NO7/8• 7/B•NOM. -- 7/8• M. 716• V11— It 5/16"A/A PVB 5116"A/A PVB-- I 5/16"A/A PVB I 5/16"A/A PVB 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE 318"AIR SPACE 7118"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/18"T GLASS 1/8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR G]EXTERIORA a EXTERIOR F79_ 7679 7m I I I 7x79 7a79 7679 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7RY NO718"NO �- 5/16"H/H SG I 5/16"H/H SG— I 5/16'H/H S 3 I 7/16"A/A SG f I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIRSPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 118"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR GJ EXTERIOR <�_l EXTERIOR 78-79 1 679 78.79 7&79 &79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -+{ 718•NOM. —_{ 716"NOW 7/16"A/A SG 7/18"A/ASG 112'NOM.GLASS 'GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 78-79 BITE TYP. 16 MAY NOT BE USED 3/16'A GLASS 3116"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR 31 ' GLASS TYPES S.7,9,11,13 78•7p 9-79 8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE W. PRUDUCI'RP.VISED _ a a5 comldyln8 wilh do ph*id9 GLASS TYPE 15 GLASS TYPE 16 Ba;1d",owa< (3B 30 A,—P , ae No , -�� %k;I!I I11 R.4-d W. Date: R-blon: imllon Date `�20 Miwn'Uod"ProduN C p R.dabd By. Date. R�vblon: GLAZING NOTES: • 'A'=ANNEALED ® Doacription: Drown By. TYP.GLAZING DETAIL 'H"-HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI 'I"'-TEMPEREDLr / 7oV8"_.090"BUTACITE�P BY KURARAY AMERICA,INC. I ` 16. 1070 TECHNOLOGY DRIVE 711A.. DoN: sc =.oea SENTRYGLASBYKURARAYAMERICAINC. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. (941)-480-1600 S-1-AW.L. Scab: "t: lnp Ma R.w. Drcw A,LYNN MIL�R,P.i. CERT. OF AUTH. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A F1.E.IY 705 TABLE 4: TABLE 5: _ TABLE 8: wu ryM Dolan s••n Design WWII' 4..S.I&as Dadpn Prouun,lb6/Il° D ob.I a I e p.cdabnbpMn 64.11 1MIpW Design Pnuun,IDe 6, S. i t/ bin!.Level R•npe®NnMan R•np•5111 �d.w Duck Width n t,7 t/ -/-50.0 R2 1-lot•N sh.- u 1111 52.125 +95.0/-70.0 R.I L Level 23.5 Eq..5114 11.304 165.0 -70.0 .65.0 -70.0 MIM.L.w1 R1 For Yl 6Nepw 6 sash sizes Slsa.re Catego 14.617.1&670 465.0 -70.0 405.0 700 113 For.11 Wnaow W...h eb.• SEE TABLE 9,SHEET 8 FOR 26 Equ.FW. 11.553.11516 45.0 -70.0 405.0 -70.0 sbM.b P4.dw 11.]77-11.562 .65.0 -70.0 .65.0 -700 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Weer 21617-2&266 415.0 -70.0 43.0 -700 ANCHOR GROUP AND QUANTITY. Sl.ndenl Cal.O. 30.050.23.616 +66.0 40.0 465.0 -70.0 37.376 Eqw lka 17.517-20.057 -65.0 .70.0 465.0 70.0 SI.'4.a P.Aav J4.517-17.516 .65.0 -70.0 -55.0 -70.0 u -� 0 Shal.•t 11.377-11516 555.0 .70.0 -65.0 70.0 T.6n1 27.63-31.611 46.0 -70.0 .05.0 100 Galom Bb. x517.27.552 4650 •70.0 .3-0 -70.0 -- Sbnaw Cabe. 2&517-x616 .65.0 .70.0 .34. .70.0 HEADER 11 EgwF6b x517-21616 -55.0 -70.0 -3.0 •70.0 HEADER SteMele P.A.a /7.517.20.516 43.0 -70.0 455.0 .70.0 23 Cal WaD. 11617.17.61 -65.0 •70.0 .55.0 -70.0 23 e Sh.Oml 11.]77-11.611 -3.0 -70.0 -55.0 -70.0 T.InI ]1.63-x511 155.0 •70.0 .55.0 •700 � `• SbalsN Cal4e 20617.31.507 1655.0 •700 155.0 •70.0 Eq.LLW. 20.517.26.516 -65.0 .70.0 -66.0 •70.0 II Q MEETING RAIL 4 at WProd« 17.617.20.516 -65.0 .70.0 45.0 •70.0 MEETING RAIL OCwbm Sb. 11.517.17.616 -65.0 .70.0 .65.0 -70.0 e 28 Cu-lan St.. 12.517-14.616 -65.0 •70.0 .3.0 -70.0 27 ° E%TERICR �, SNrlul 11.377-12.616 -65.0 .70.0 +0&0 -700 E%TESIOR 0 Tallest 31206-37.670 .0&0 .70.0 43.0 -700 0 Q SIsM•n1Cal.p. 2&617.33.207 -00 -70.0 40&0 -70.0 � D 23 1} EgmWks 21517•2&515 +3.0 -70.0 43.0 -70.0 23 JAMB Cww.Sb. x517.23.61 .55.0 -700 •16.11 -70.0 JAMB 1Y.B25 SIeMW Poatw 17.61x55 7- 510 . .0 .70-0 45.0 -70.0 F�Q�Wlog SASH SASH HEIGHT C-mas sl.. 1.617.17.611 .66.0 -70.0 43.0 -7011 a HEIGHT Cuabm BW. 11617.14 Sid .66.0 -70.0 466.0 -700 81110.•1 11.377-12116 .55.0 -70.0 •06.0 -70.0 L6e•t 30.517-41IM4 .05.° .70.0 455A -70.0 SbnMnl Cabe 31.117-x.510 .000 -70.0 155.0 -70.0 23 EquaM. x517-31.516 .65.0 -70.0 45.0 -70.0 23 s1.n P-u/w. 21517-x.51$ .3.0 .70.0 45.0 .70.0 SILL $2 cwta.aD. x517-23a1 ...0 -Me .511.11 .70.0 SILL Cunotn SWe 17.617 20 -6640 -70.0 .55.0 -70.0 Cuaom 9D. 1.517.17.516 -65.0 F. 455.0 1 46.1 C-sh. 11017-1510 .05.0 .70.0 .55.0 47.3 slatrl 11161-13016 .65.0 .70.0 455.0 46.5 Tdbal x.511-it U4 •55.0 -70.0 .65.0 -700 c Cu•lan ib. 36.517-30516 43.0 -70.0 .66.0 -700 Egwtp. 35.517-3$.610 -M.0 -700 43.0 -70.0 76 cwlansl:. 32.517-x.616 -55.0 .70.6 46.0 -70.0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH S1snGAP-Ww. X.517.32516 .65.0 .70.0 -55.0 700 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,8,7&8 c..anal•. X.617-26516 465.0 .70.0 -66.0 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,8,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Blvlal 2&516-20.516 .55.0 -70.0 1.06.0 495 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eq. kte x517-41.W-ft .70.0 .55.0 70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 64 C-ulmn al.. -55.517-x. .70.0 :m:o 473 CONFIGURATIONS) SbMna P,.WA-/ x816-36. 4.0.° 455.0 46.6 PRODUCT REVISED 91.76 T.I.a 11.611 -70.0 .06.0 40.6 as"lavilfying With 910 F1,91" Building Gula SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. A-pl.n.N.16-0 /Ai og MIN.SASH HEIGHT=WINDOW U K HEIGHT-50.131 Fa:Pir(11 Dille,!!;, Revised By: Dat: ROVISIW; 1620 By ' Nli.lni all.Prl C 6 Revieed By: Dat: Revielonl Drum giv. NOTES: 1) ® O..oripff11n: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. (/ _ DESIGN PRESSURE TABLE J ROSOWSKI .v' � 1070 TECHNOLOGY DRIVE Tom D11b: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. N. VENICE, FL 74275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1900 sa7laa : Ste: sheaf: DrotWrt9 550. Raw. ON THE TABLE. A:L'y N;M(L, P.E. `���,���' cERT. of Aures. /29299 SH-5500 NTS 6 OF 13 MD-SH5500-01 A • TABLE 7: BLE 8: al..1yP. Ballon,8-halt-Tim'rr Tim' Odlsm ern 0.1x,161 a D..cdglan b 014.17 95014140.111• D•dpa Plu6um,1582R 13&14 DpM011o0 W ON0 sun..19r. 0181117 P7N.Ur.0.R43 R•I.0 L.u•1 -3 •Wlndow 1401(1.) ndov Omk Wd11 I IWI .L..1 H•00a a w9 woe I'm Wlndm Pock W 0b 0 c 6 "dam Blow) up r 40 1 48 62.126 I 64 7 H.Ipel Bn6.0 is 20. 1 32 36 1 40 11 1 52126 54 23.6 E4."* 11.394 +70.6 -110.0 +70.0-110.0 +70.0 1100 •70.0 Met 23.5 Equl4lm• 11.304 •70.0-110.0 00.0-110.0 -7101-110.0 +70.0•110.0 •70.0-110.0 •70.0-110.0 •70.0 •110.0 •70.0 -1100 SIrlderd C~ 14.517-15510 +70.0 -110.0 +70.0-110.0 +70.0.110.0 170.0 410.0 OlamaNCOO.O. 14.617-16.070 •70.0-110.0 40.0-110.0 •70.0.110.0 •70.0•110.0 •70.0-110.0 •70.0-110.0 •70.0 1410.0 •70.0 -lto0 28 Eqr"* 11.6113-14 510 .70.0 .110.0 +70.0•110.0 •70.0.110.0 170.0 1100 26 Eq"W. 11.583.14.510 •70.0 -1100 +70.0.110.0 •70.0-110.0 •70.0-110.0 -70.91-110.0 •70.0.110.0 +70.01-110.0 •70.0 110.0 armed Ro 11.377.11.582 +Me 410.0 .rao-110A +70.0.110.01.70.0 .110.0 Stsm+rd Prodaw 11,377-11162 40.0-110.0 •70.0-110.0 •70.0.110.0 - .0-1100 400 -110.0 •70.0-110.0 40.0-110.0 •70.0 -1100 O HEADER 7-01181 2361]-25.208 +70.0 -11&0 .Mee•110.0 40.0-110.0 +70.0 -110.0 1+11501 43.617426.298 •70.0-110.0 140.0-110.0 •70.0-110.0 •70.0-110.0 +70.0 -110.0 400-110.0 •70.0 410.0 •70.0 -110.0 _ 8lydrd Collage 20.9158-23.516 +70.0 41tO 470.0.110.0 +70.0•110.0 +700 •110.0 Slmdard Cod.p. 20.959-23.5id •70.0•110.0 40.0 110.0 .70.0-710.0 •M.0-110,0 •70.0 -110.0 •70.0-110.0 40.0 -170.0 40.0 -110.0 25 37.376 EqudO. 17.617.20.957 +70.0 -110.0 -MA-110.0 -10.0 4%0 +700 -140.0 31.17S Ewl040a 17.517.20.967 •70.6-110.0 40.0 •110.0 •70.0 Alto •70.0-110.0 •70.0 -110.0 40.0-110.0 40.0-110.0 •70.0 400.0 00-050-0PlwW 14.617.17.60 +70.0 .1 IDA +70.0.110.0 +70.0 4100 +MO -Tito Standard Prarw 14.517.17.516 •10.0-110.0 +70.0-110.0 •70.0.110.0 +70.0-110.0 +70.0 .110.0 +70.0 410.0 110.0-110.0 •]0.0 •110.0 o UAW 11.377-14.510 +70.0 .10.0 +70.0-110.0 470.0-107.0 .We -1830 Smd.d 11.377.145/8 •70.0-110.0 •70.0•10.0 •70.0-110.0 •70.0-110.0 •70.0 -110.0 •70.0-110.0 •70.0-07.0 •70.0 •03.0 T.bu 27.563-31.011 +70.0 .110.0 470.0 40.0 470.0 -03.0 4700 -90.0 Tallrl 27.07.31.911 •70.0-110.0 40.0.110.0 •70.0 Alto •70.0-110.0 40.0 -110.0 .70.0 49.0 40.0 11.0 •70.0 40.0 a Cu1.ma4. X617.27.502 +701 .110A 470.0-IIOA +70.0 410.0 +70.0 -10.0 Cullom 84. 20.517-27.562 •70.0-110.0 40.0 -/10.0 •70.0 11101 •70.0•100.0 40.0 -770.0 •70.0 -110.0 •70.0-110.0 •70.0 -110.0 0 MEETING RAIL srmrd Co'O' 21517-X.516 470.0.110.0 +70.0 410A .M.a-1160 +M.O•100 aumrd CoO+oa 23517-26.516 •70.8-110.1 •70,0 .110.0 •70.0-10.0 •70.0-170.0 •70.0 .110.0 •70.0.110.0 •70.0-110.0 •70.0 -110.0 / 44 Equw-m. X517-23.60 470,0 -10.0 470.0•110.0 .MO 4100 +M0 4100 44 Equd4el 20.617-23516 40.0-140.0 40.0 -110.0 •70.0-110.0 0.0.0-110.0 •70.0 .110.0 •70.0-110.0 •70.0-110.0 •70.0 -110.0 -- 127 0 ermud Prokw 17.617-X.618 +701 -110A +70.0.110.0 +70.0.110.0 -MO•110.0 8lamud Pro4sw 17.617-20516 40.0-110.8 40.0-10.0 •70.0-110.0 •70.0.110.0 •70.0 .110.0 +70.0-110.1) +70.0 AlOt •70.0 Alto Cwrm Sr• 14.617-17.510 470.0 -ilea +70.0 110.0 +70.0 4100 +MO 410.0 "Nom SO. 14617-17516 •70.0-110.0 .70.01-110.0 •70.0-110.0 •10.0.110.0 •70.0 .110.0 40.0-110.0 •701 AlOt •70.0 -110.0 E_%TERICR 8md..1 11.377-14.516 -MO-110A 470.0-110.0 +70.0•107.0 +70.0-103.0 SnOM.7 11.377-14,616 -MO-110.0 40.0-110.0 •70.0-10.0 .70.0 AIDS •700-110.0 •70.0-110.0 +70.01-107.0 •70.0 -1030 Ta" $1.563-35.911 +70.0-110.0 +70.0 40.0 4M0 40.0 +700 -90A Ta9r1 31.513-16.011 •70.0-170.0 •70.0-10.0 •70.0-110.0 +70.8-110.0 •70.0 -110.0 +70.0 41.0 +70.0 430 +70.1 40.0 8rmrd C.O p X517.31.6K +70.0 -110.0 +70.0-1100 +70.0.110.0 .mO -110.0 adud Cm+O. 26117-3110 •70.0-710.0 •70.0.110.0 47&0-110.0 60.0-110.0 •70.0 -110.0 +70.0-110.0 +70.0-110.0 •]0.D -110.0 JAMB 25 Ew"w 2&517•X&16 +701 -700 470.0 .1100 +700 410.0 4740•170.0 Equd-m. X.317.28510 •70.0-110.0 •70.0.110.0 •70.0.110.0 •70.0-110.0 +70.0 .110.0 40.0•110.0 •70.0-110.0 •70.0 -110.0 4S Srmwd Probes 17.517-X.516 +70.0 40.0 470.0 -710.0 400 410.0 4700•11&0 4 aancud Pr,.W 17.517•X510 •70.0-110.0 •70.0.110.0 •70.0-110.0 •16.0-110.0 •70.0 .110.0 •70.0•110.0 40.0-110.0 •705 -110.0 E%<Ej SASH Cines.84. 11617.17.610 470.0 -10.0 •70.0 -110.0 600 .110.0 -MO-11&0 cudom a4. 14.517-17.510 0.0.0-110.0 40.0-110.0 •70.0•110.0 •70.0-110.0 40.0 -110.0 40.0.110.0 •70.0•110.0 •70.0 -110.0 HEIGHT Cuuwn 84. 11617-14.518 .70.0 -701 +70.0.110.0 +70.0•110.0 +70.0.10.0 cudom 0.4. 1251]-14.510 •70.0-110.0 40.0-110.0 •70.0-110.0 40.0-110.0 .70.0 -10.0 +]0.0-110.0 40.0-110.0 40.0 •110.0 SECTION DETAIL FOR 6LOd..I 11.377-12.516 470.0 -110.0 .Meg-1150 +70.0-110.0 .M.O -100 Smdrl 11.317-1x518 •70.6-110.0 •70.0-110.0 •70.0-10.0 +10.0-1150 40.0-110.0 •70.0-10.0 .70.0 •110.0 10.0 -110.0 WINDOWS WITH p Tdlul 33X8.37636 +701 .1100 +70.0 40.0 -70.0 -61.0 +70.0 490.0. 181501 n.X6-3]636 .t0.o-110.0 .70.0.110.0 -Mo-110.0 460 410.0 •Mao-110.0 40.0 40.0 .M.O 430 •7o.a -0OI ale-dC 010 X.517.33.X7 .70A .100 +70.0-11&0 +Mo-tme 40.0 -11.0 OumardCgaag• X.517.33107 170.0-11.0 .70.0 -170.0 40.0-110.0 .70.0•110.0 •70.0 -170.0 40.0-110.0 -10.01-110-01•70.0 -110.0 LEVEL R3 REINFORCEMENT 25 EW1 23.617-X.610 +70.0 4100 +M.0-1100 +70.0-110! •70.0 -110.0 Equd#. 23.617-X.518 .70.0-110.0 •70.0 -H&O .70.0-110.0 40.0•110.0 +70.0 410.0 •70.0-11&0 405 •110.0 +70.0 -110.0 1 13 GLASS TYPES NII 49.075 Cw4wn ere X.617-23.0.0 470.0-10.0 .70.0-110.0 .lag-110.0 arae -110.0 • 49 026 Culom 0.4• X.617-47.610 •Tao-110.0 +70.0-110.0 •70.0-110.0 •70.0•1105 •70.0 -nae 40.0-110.0 +70.0 -019.0 •70.0 410.8 SILL D - armrdP-,iwm 17.617-X.616 +70.0•10.0 +70.0.1100 +700.110.0 .70.0 .100 Standard Pra4a 17.617-tO.516 •7ao-110.0 -70-01-110.0 -78.01-110.0 40.0-11.0 •70.0 -110.0 -70.01-110.0 •70.0 -118.0 40.0 -Ho.o (REINFORCEMENTS SHOWN IN _ Cuerm S4. 14.517-17.60 +701 •110.0 +70.0-1100 +700•nao .70.0 .11.0 cudom 84. 11.617-17.516 •70.0.110.0 +70.01-110.0 0.0.0-110.0 .70.0.1100 40.0 -110.0 +70,01-110.0 •70.0-11.0 +70.0 410.0 FIGURES ABOVE APPLY TO Cur-84. 12.617.14.616 .70.0.10.0 .70.0-110.0 +70.0-1140 +70.0-110 r.,dam SO. 12517.14.510 •70.0 44.0 .70,01-1100 40.0-H&O .70.0-11.0 •70.0 .110.0 +7ao-110., +70.0 -110.0 +70.0 •110.0 FLANGE&BOXIEQUAL-LEO ShM-1 11.377-12616 -MA 410.0 +70.0-110.0 470.0 4100 +700 410.0 anm.61 11.377-12516 •70.0-110.0 .70.0 AlOA +70.0.110.0 .70.0.11.0 •70.0-1110 170.0-110.0 .70.0-110.0 110.0 -110.0 FRAME TYPES ONLY.ALL Tdrd 3e 517.41.64 470.0.110.0 .70.0.110.0 +Tao•11a0 +MO-1010 T.grl 36.617-11544 •70.0-110.0 •70.0-nao +70.0-110.0 •70.0.110.0 60.0-110.0 +rag.110.0 +70.0-11.0 -70.0 -15.7 CONFIGURATIONS APPLICABLE.) 9rmwd Coe.p• 31.517-35.510 +70.0.11.0 .70.0 410.0 +70.0 410.0 +70.0 •100 audud CON•" 31.617-X.619 •70.0.110.0 •70.0 110.0 •70.0-710.0 +MO.110.0 •70.0.110.0 +70.0-110.0 -M.0-066 •70.0 -03.0 c Equa101. 26,517-31.616 •7010 -1100 .70.0 410.0 +70.0-1faO +MO-101 EQ.". 25.617-31.516 1)0.0-110.0 •70.0 -11.0 •70.0•110.0 +70.0 AlOt +70.0-110.0 +70.0-110.0 +70.0•07.9 +70.0 -02.4 Srmrd Pr.dlw 23.617-20.616 +70.0 •110.0 +70.0 -110.0 •70.0 -1100 .M.O-110.0 OW"dPmbw 23.511•X.516 40.0-110.0 •70.0 -110.0 •70.0-170.0 +710-lite •70.0.110.0 •70.0-110.0 •70.0 .110.0 40.0 -05.2 82 C s. Slm X617-21.516 .70.0 •*00 +70.0 .110.01.70 0 -1100 .70.0 40.0 02 GY0ma4• X.617.33516 .70.0.110.0 •70.0 AIDS •70.0-110.0 .70.0-110.0 •70.0.110.0 •M.0-110.0 •70.0•110.0 +70.0 .101.0 Gr1om ft. 17.617-XAIO •70.0 .110.0 +70.0-110.0 +70.0 -1110 +70.0 4VA f:umom S4. 17.617•X.516 •70.0-110.0 •70.0 .110.0 •roa 110.0 •701-110.0 •700-110.0 •]0.0-110.0 +70.0-110.0 40.0 -109.8 Clrrrrl Br. 14617-17.61 +70.0 •110.0 .70.0-lit* +700 -700 •100 •10.0 prdam S4• 17.517.17.50 40.0.110.0 40.0 -110.0 •70.0.11x0 +70.0-080 60.0-02.9 •70.0 400.0 .70.0-006 .70.0 -we5 Gran Sla. MCI?-14.510 .70.0-110.0 +MO-110.0 +70.0-Hao +70.0 -110.0 Cd-See 13.017.14.616 •70.0-110.0 •70.0.110.0 •70.0 406.2 +70.0-100.7 .70.0 47.1 •70.0 444 +70.0 444 •76.0 444 GLASS TYPES 9 THROUGH ehm.0 11.854-18.018 .70.0-110.0 +70.0 -nao 40.0-nao .A.O 40.0 SWUM 11.664.13.016 +MO-110.0 •70.0-110.0 •70.0.1026 •7&0 m.0 •701 433 •70.0 40.1 .rot 40.0 +70.0 40.0 '16 MAY NOT BE USED WITH Tdlr1 X.517.41.04 •70.0 .110.0 +MO.1700 +70.0-1110 +70.0 40.0 T4u1 30.517-41544 40.0-110.0 •70.0-110.0 .70.0-110.0 •70.0-110.0 •70.0 -11&0 +70.0.110.0 401 -101.6 40:0 45.0 J-CHANNEL OR INTEGRAL U.-Su. 36.617-30.510 .70.0. .110.0 +M.O±OA MO-nao +700.10.0 CudOm 0.4. X617-36516 •70.0-110.0 •10.0-110.0 -70.91-110.0 •70.0-110.0 •70.0-nao .700-110.0 40.0 101.7 -70.0 40.3 •FIN FRAMES Eq."o 36517-30.50 +700 40.0 [11"., lea .70.0-110.0 .Mo•10, EWY#a 35.617-7660 +70.0•110.0 .7ao-110.0 •70.0-110.0 •70.0 41.0 •70.0-110.0 +70.0 Aot •70.0-001 Lot 45.0 75 Cu.-Su. 32.617-35516 •70.0 .110.0 0.0 +70.0-nao +70.0 410.0 75 Cullom 60.• 31517-35,516 •70.0-10.0 -Mt-110.0 •70.0.110.0 .76.0 4180 .70.0-110.0 •Mao-110.0 •70.0 -100.7 +70.0 -05.2 aldrd P-i- 20..617.32516 40.0 -110.0 +70.01-1 00 +70.0.110.0 .rao .110.0 q.ndrdProbw X.617-32.516 •70.0-110.0 •70.0-10.0 40.0 AIDA •70.0-ilea •70.0 •110.0 +ro.0-100.1 •70.0 701.0 40.0 4817 Grllorrl 84. 26.517•X.516 •70.0-110,0 1&0 -'Mo-110.0 •M.0 -110.0 Cullom 04• X.617-2660 •70.0•710.0 •70.0-110.0 +70.0-07.0. •70.0&. .. 461 40.0 49A 40.0 46.4 •70.0 -04 870-0..1 26.510-X.50 •70.0 410.0 0.0MO -11004MO -10.05026.611-25.60 •70.0•110.0 •70.0 -110.0 •70.0-04.6 •70.0 46.4 +M5 424 •700 M11Egr14u 36.517-41.54 +70.0•ItaO 0.0 +MO 410.0 .70.0 -10.0 E60d#. X.617-14.644 •MO -1100 •70.0 .110.0 4700-110.0 •70.0 -111 •70.0-1005 •70.0 135.617.38.61a +70.0-110.6 10.0 40.0-110.0 •70.0 •100 81 Cwlom 840. 35.617-71.610 40.0-110.0 40.0-110.0 •70. 71 40.0 415 •70.0 00.1 40.0 .88rmrdPr.br 33.616-35.510 +70.0 401 10.0 -MO•710.0 +700-10.0 Stdrd Prmaw 33118.3650 •MO-710.0 •70.0 A163•70.0-021 ... 43.3 •70.0 40.1 +ro.0 .0 PI20Dl1CfREVISED 9170 1-07014 -41.84 +70A •150.0 10.0 +MO-110.0 470.0 -10.0 91.78 Taarl •41.04 •70.0-710.0 •M.0-110.0 •70.0-025 40.0 49.3 •ro.0 40.1 •70.0 .0 0.3 cgnlPlyulp With dr Fluids SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Ruiwns Code MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIG T-50,136 A-piez. No 160 I 103 1 ; R4Mnd By. 0016: Revfaion: E 150181 1 Dale Illy_l- Minwi )ale Pr1MlM1 C Radiad t7y. Doh: R.vhbn: NOTES: _ ® D.WdpDon. dv6n Dr. DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. ct- 1 b 1070 TECHNOLOGY DRIVE T1W: Ooh: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. -- N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1600 S4a16e/Nad6L• Sod.: Shut: Drowing 146, RIv; ON THE TABLE. A:LYN N MILLER,P.E: p70*65766' CERT. 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.070" --+'•�{-�- .082" H1H- .062" -4- .062• � - .082 1.038" 1.041• o � -- 130" o � 2.444' o � 1.331' fF --H.l 1.340" 2.444• 2.444' �� �❑O 2.444• 28 STANDARD 27 REINFORCEMENT HO MEETING RAIL ��� I �� MEETING RAIL 10 � 1 REINFORCEMENT o .625" 0 OFRA NEL SILL .825` FLANO FRAME SILL 1.375' O SILL RAME EQUALLEG O FRAME SILL 1.376` 1.8C72" -�-{ 1.641• J 1.215' 2.100" 1.472" 1.565" 1.830„ I 1.378" 2.178" .065" -+�o o .065' 1.375' / 974` Illl II .590' 34 .974" -iL .035' (( 1 .365' .070" ..- .050' .070• .050" +��llt } O. FIXED 1• '000• �- BALANCE 0 SASH STOP LIFT RAIL LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 18 SASH RAIL 17 COVER ,8 SCREW COVER ,9 INTERLOCK O INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER PRODUCT REVISED cu ennplyia8 with the Flovib Ir:ilJiae Code AccgHwce IJo lSrphaliuu Dale Revlacd By: Date: Mrkbn: BY BBQ. .316' -- r� .300• 175" 17y: 'I I Miand )adc PraficiC . . Revlesd Dats: Rev6bn: .754" .031i' -- -r"'f-� .026" �J ® Dewdpflon: Drown By: 72 LAM IG 81 EXTRUDED r1 ROLLED - 6' IKI(6 WINDOW EXTRUSIONS J ROSOWSKI BEADING SCREEN FRAME LJ SCREEN FRAME 1070 TECHNOLOGY DRIVE TfW: Wt.: N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1800 Sod"/Model. Scab: Sheet: Drowlnp No. Rev. k LYNt4jy LER,P.E. CERT, OF RUTH. (29298 SH-5500 NTS 11 OF 13 MD-SI-15500-01A P.EJ 68706 A TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL Bill of Material Bill of Material,cont STRUCTURAL SILICONE If Part# Description Material # Part# Description Material STRUCTURAL 1/4"NOM FOAM 3118"NOM. 1 620101Single ung rams ea Jam -J-Channel PV Auto Lock Mechanism C Steel POLVISOBUTYLEN WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambe-Equal LeglBox PVC 48 78X11BOPTX #B x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Look Keeper Cast Zinc 6 620106 SWDH Frame Sill-Flange PVC 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Le ox PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 's 4SG TPS SPACERM NXT m 17 620134 Balance Cover PVC 55 420184 Tlll Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOLYlsO- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 At 69 420180 Phot Bar Comer Key PVC BUTYLENE 6116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 6/16"NOM. SEAL BUTYL& SILICONE SEAL 23 620160 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 Al 64 720194 Sash Pull Handle With Latch Assembly Cast Tnc FOAM STAINLESS STEEL 26 620153 Standard Meeting Reil Reinforcement 6005 T5 At 65 7834FPT #8 x 314°Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS I IN 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 78588 #8 x 6/8"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Baekbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/-6 duro. EPDM 35 78XIMTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s DURASEAL@ (;.,XL EDGETM 36 7MTHPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X)000( Constant Force Balance 84 47041 Screen Corner Key without Pull Ring X 2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPMTension Spring SS 42 Spiral Balance 66 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/616141.14D'Screen Spline(Machine/Hand Rolled) Virg l 44 78XI14FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System PRODUCT REVISED 77 Quanex Super Spacer nXTWith Hot MeltButyl See this uscmnrdyi.dc Bret dflda Sheet for n �.°N.IG-071¢,03 78 Quanex Duraseal Spacer Materials t�;"IMD*w ?DZO 79 Cardinal XL Edge Spacer a..b.d By: Dam: RMalara REFER N E TE RE ORTS:FTL-87 7,8 8970 J R 05/05/16 A)ADDED SPACERS de Product Ravbad By: Dani: R welm. i BILL OF MATERIAL(BOM) J ROS OWSKI u 1070 TECHNOLOGY DRIVE Trac Date NOTES: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ! (841)-460-1800 BMs/Nadal: Saab: -t: DmWnp No. Rw: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. 'q'.L,YN t1)LLeR.P.e. 2)ITEMS#9-13.15.24,28.29,34,39,61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.�S 58705 CERT.OF RUTH. #29298 SH-5500 NTS 12 OF 13 MD-SH5500-01 A ♦ i OPT.SWEEP LOCK O 46 48 OPT.AUTO LOCK 18 47 20 ( 5D7 OR 5*8 5 86 51 OR 62 o 55 OPT.PULL RAIL Z 22 82 OR 84 19 INTERLOCK 9 COVER 87 O 35 OPT. BEVELED 21 INTERLOCK FRAME WITH MITERED F INTERIOR AND EXTERIOR 10 I &COVER FRAME WELDS 54 72 X4 n72 X4 18 - 53 80 OR 14 SCREEN 'D .......... OPT.PULL HANDLE ASSEMBLY 49 60 < 64 WITH LATCH DETAILS OR 83 --@CONSTANT FORCE 13ALANCE OR OPT.PULL OR8 SCREEN ASSEMBLY :Y SSE B 8:--: DETAILS /' AS 0, R@ SPIRAL BALANCE HANDLE 03 67 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS LY ------ 36 DETAILS EXTERIOR 69 PRODUCE IUiVISBD n'pIjdn8 wilh ft FIswtd.-' 53 A—p ------------ ------------- ___---I----------------- Expir Dot -3 FRAME R*Wsd By. D. By Mim )00 IlkAot' ASSEMBLY DETAILS R.W..d By. bat. Rr0.w,, 0 D"criptlow Drown By., EXTERIOR 'Cf;,j)f6 EXPLODED ASSEMBLY J ROSOWSKI NOTES: 1070 TECHNOLOGY DRIVE ITIl.; "� 1 SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 1'05l 5/15 -1600 — 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. (941)-480 Srl-/U�dh N.- 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A.'LlYNOMILLER,P.E. -5500 Is S I Sheaf: OF 13 1 DMD 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. PEA 58706 CERT. OF AUIH. #29296 SH NT 13