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HomeMy WebLinkAboutProduct Approval Florida Building Code Online ; Page 1 of 2 _�.f "rx sue• ai n�.f�,air � ��r. �4 � BCIS Home Login User Registration Hot Topics i Submit Surcharge Stats&Facts Publications j' FBC Staff BCIS Site Map j Links Search , ,dbProduct Approval € USER:Public User Product Aoprovai Menu>Product or Application Search>Anolirationuroved il' r s FL# (--. „�,`�R- .,�.....a _�1' Application Type Code Version Application Status .Approvals by DBPR shall be reviewed and ratified by the-POC and/or the Commission if necessary. Comments Archived Product Manufacturer (PLGTdustries Address/Phone/Email Technology Drive Venice,FL 3 - (941) - Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski . Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 _ (941)486-0100 Ext21140 ' jrosowski@pgtindustries.com - Quality Assurance Representative . Address/Phone/Email Category Windows Subcategory Double 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 08/26/2016 Date Validated 09/22/2016 Date Pending FBC Approval Date Approved 09/25/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVz... 3/14/2017 Florida Building Code Online Page 2 of 2 �D Summary of Products FL# Model,Number or Name Description 14705.1 DH-2760 Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL.1.47Q5R4 C CAC NOA 1,3.1.1-..5_07 P.ev F.orif Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2020 Design Pressure:+65.0/-80.0 Installation Instructions Other:Please see Miami-Dade CountyNotice of Acceptance(NOA)for FL14705 R4 IT NOA 13-1125.02 Rev F.Ddf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14705.2 01-1-5460 Vinyl Double Hung Window Limits of Use- Certification Agency Certificate Approved for use in HVHZ:Yes FI.A4705 R4 C CAC 1.6.071.4.08.pdf Approved for use.outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/17/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL14705 114 II 16-0.714.08.pd[ product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14705.3 DH-5560 Vinyl Double Hung Window Limits of Use _ Certification Agency Certificate Approved for use in HVHZ:Yes FL1.4705 R4 C CAC 16.0714.09.pdf ' Approved for use is HVHZ:Yes y ssurance Cont, iration Date i Impact Resista I: es Ly 0 Design Pressure:N nstructions Other:Please see Miami-Dade County Notice of Acceptance(N A)for 4 II 16-0714.09.odf product performance information,anchorage details,and anchor pe, :Miami-Dade BCCO-CER size,and spacing information. Independent Third P Created by Independent Third Party: 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 mall.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: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVz... 3/14/2017 MIAMI- MIAMI-DADE COUNTY a DADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION 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 a erem, an as ec ed to with the Florida Building Code, including the High elocity Hurricane Zone. DESCRIPTION: Serie "DFI-5560"PVC Double Hung Window—L.M.I. APPROVAL DOCUME • rawing No.MD-DH5560-01 titled"Double Hung Wi ow Installation- LM", sheets 1 through 14 of 14,date 'th revision A dated 051051 pared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. bearing the ami-Dade County Product Control Revision stamp with the Notice of Accepta umber and expiration a iami-Dade County Product Control Section. MISSILE IMPACT RA G:Large and Small Missile Impact Resistant LABELING: Each unit sha a permanent label with the manufactu s name or logo, city, state, model/series,and following statement: " is ontrol Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0812.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA o. - MIAMi-DADE COUNTY p Expiration Date: September 17,2020 1 V Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0812.04) 2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14,dated 05115115,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, Durasee 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 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis 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 series 5460 and series 5560 PVC double hung windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0812.04) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5560 PVC double hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8007, dated 04/28/15,signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-081Z 04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition(2014), dated 07/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. j (Submitted under previous NOA No. 15-0812.04) , If Man et Vxa .E. f Product ControerNOA No. .09 Expiration Date: September 17,2020 Approval Date: August 25,2016 E-1 N 3 F n PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNTmED) 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-51h Edition (2014), dated July 30, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0812.04) 2. Statement letter of no financial interest,dated July 30 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0812.04) 3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under previous NOA No. 15-081 Z.04) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Isbaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0812.04, issued to PGT Industries, Inc. for their Series "DH-5560"PVC Double Hung Window-L.M.I." approved on 09/17/15 and expiring on 09/17/20. Manue a P.E. Product Con of Ex miner NOA N 1 714.09 Expiration Date: September 17,2020 Approval Date: August 25,2016 E-2 i i TABLE A:MAXIMUM O.C.SPACING DESIGN PRESSURE RATING IMPACT RATING 54'MAX.B GIass Types Above Meeting Rail VARIES PER REINFORCEMENT LARGE&SMALL MISSILE LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT 8,SEE __ 30"MAX.O.C.- _ 5-8 1 12' — SHEET3 1 "�' 9-16 12° 52-118"MAX.BUCK WIDTH — 54'MAX.BUCK WIDTH — SEE SHEETS 1-1/4" A,S — '1 12"MAX. D,SEE __ 8&9 B,SEE -30"MAX.O.C. SHE 3 IT P SASH VISIBLE 54"MAX.BUCK WIDTH '1 �j 12'MAX. + SHEET 4 i SHEETS — I LIGHT WIDTH � 86.338" A,SEE — I� MAX• B,SEE 3W MAX.D.C.—�'�' —ha 12"MAX. C,SEE r—. 12'MAX, I TOP BUCK SHEETS SHEET4i I IT SHEET 3� I1 QUALLY I / SASH HEIGHT / I SPACED i I / VISIBLE —� A.SEE!--• — '1 12"MAX. I / EQUALLY �I / SEE TABLEA ANCHORS I LIGHT SEE TA LEA - SHEET3� II / yC SPACED I / �_ RTABLES / HEIGHT �— EQUALLY i / SEETABLEA ANCHORS PER 1 1 9.11 I BPACED I I / 84• CHORSPER TABLES 9-11 X I �. x{ ; ANTABLES 9-11 X / 62" X I I BUCK II MAX HEIGHT MAX. T BUCK AS SHOWN 10"MAX.O.C. BUCK 10"MAX.O.0 x I HEIGHT X 1 I (86.338" X I 4 HEIGH x l I MAX.)_ Q 4 � 4 r L._, QUALLY SASOH�. I L._._.—_ MA . —n� j / 13.807"MAX.O.C. `'� EQUALLY i 13.807"MAX.O.C. 113.807'MAX. C. EQUALLY I / I / 1 PACED VISIBLE I SPACED --7�----- SEE J SPACED I, HORS I LIGHT , ANCHORS PER / JJJ ANCHORS PER SHEETS TABLES 9-11 / A PER B9-S i / HEIGHT A TABLES 311 i / 1 8&9 C A I 6-1/2'MAX. 6-1/2' 6112'MAX. 1 NO ANCHORS AT SILL \-.( 1 _JNO ANCHORS ATSILL ` B�-_J NO ANCHORS AT SILL '�—i` { Df-- 1-1/4" B�"--' SEESILLWEEP- B BE ILL WEEP- `l NOSEE TCH WEEP- N TCHLWEEP- NOTCH DETAILS, BOTTOM SASH VISIBLE N CH DETAILS, NOTCH DETAILS, NOTCH DETAILS. SHEET3 LIGHTWIDTH EET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVA N FOR TYP.FLANGE F ME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH O UPROVIEW CO IGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 6-7 (_SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5560 IMPACT RESISTANT DOUBLE 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 BE 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 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 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 LEG/BOX.................3 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,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL......................4 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 GLAZING DETAILS........................5 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES..........:........6-7 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.................8-11 7)DESIGN PRESSURES: _ EXTRUSION PROFILES................12 A.NEGATIVE DESIGN LOADS BASED ON B.POSIT DESIGN LOADS BASED ON WATER TESRAL T PRESSURE STRUCTURAL&CYCLE TESTING AND &CYC E TESTING AND GLASS PER ASTM El 300. SS PER ASTM E1300. TANDARDS USED: ASSEMBLY i PARTS LIST...........13-14 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NO •2014 FLORIDA BUILDING CODE FBC,5TH EDITION `7\ BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WIT ASTM E1300-09 OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION PaODIICr 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. -ALUMINUM DESIGN MANUAL,ADM-2010 as complyiugN*hthe florlda 10)REFERENCES:TEST REPORTS FTL-8006&8007:ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NON ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& •AISI-S100-07/S2-2010 i"'ding Code BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAF.&PANDS'&ALUMINUM DESIGN MANUAL Accepcsece No t 6-O I¢•d 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. d ;;;}% ,' Revixd W. Dote: Revbron: Ex imtisn Dees 0 •..f'}••.' JR 05/05/16 A)ADDED SPACERS USER INSTRUCTIONS: ; ::.',,:;'' To SHEET 6. By Revised Or. Date: ReWfon: Mr.+�q P_Product 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 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 _ -_• I {I - ® B�p�+: - Drevn By. PRESSURE FROM TABLES 4 OR S.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW I GENERAL NOTES IIt ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. t 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS 4''' 1070 TECHNOLOGY DRIVE Rtrer Dote: FOR YOUR OPENING'S CONDITION FROM TABLES20R 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. - N.VENICE, FL 34275 DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. „. (941)-480-1800 ''/ ,��''•�° `,.y'^' Sedee/ 61. Scofe: Sheet Droving No. Rer. NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES.(J-CHANNEL,FLANGE, A.LYNN MILLER,P.E. CERT. OF AIfTH. /28298 DH-5560 NTS 1 OF 14 MD-DH5560-01 B A INTEGRAL FIN OR EQUAL LEGOX). P.Eff 58705 TABLE I:ALLOWABLE GLASS TYPES F Oiass Frame Glass Design Pressure Description(Listed from Exteriorto Interior) Table# Shaet# Types options conligs Installation Options that maybe used (see Fig B) (see Table 7) (see Fig A) 7!8'Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090'PVB Intedayer 4,5 6 6 718'Laminated I.G.:1/8'T Exterior Cep+7118°Air Spaee+5/16'Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedayer 4,5 6 ....into 2X Wood FremelBuckstrip-sheet 3,option 1 Equal-Lite. 7 7/8"Laminated I.G.:3116"A Exterior Cep+3/8'Air Space+5116'Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interayer 4,5 6 Flange Through the frame ....Into Concrete/CMU-sheet 3.option 2 2 5-16 OrieifProNew of the windaN.. 7/8'Laminated I.G.:3116"T Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer 4,5 6 ) &Cottage •••' ••.through 1X Buckstrip into Concrste'CMU-sheet 3,op' 3 9 18°Laminated I.G.:1/6"A Exterior Cap+7/16"Air Space+5/i6'Laminated;(2)Lites of 1/8"H Glass with.090"SG Intedayer -6 7 ....Into Metal-sheet 3,option 4 7/8"Laminated I.G.:1/8"TExterior Cap+7/16'Air Space+5/16"Laminated;(2)Lites of 118"H Glass with.090'SG Intedayer 6 7 ...n o 2XWood From e/Buckstdp-sheet 3,option 1 11 7/8"Laminated I.G.:3/16"A Exterior Cap-31B"Air Space+6116"Laminated;(2)Lites of 1/8'H Glass with.090"SG Intedayer 6 7 Box! Equal-Lite, Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equal-Leg 5-16 OrleVProNew 12 716"Laminated I.G.:3116"T Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Was of 118"H Glass with.090'SG Intedayerthe wlndav 6 7 (#4) &Cottage ....through 1X Buckstrip Into Concrete(CMU-sheet 3,option 3 13 7/8"Laminated I.G.:1/8'A Exterior Cap+5116'Air Space+7/16'Laminated;(2)Lites of 3116"A Glass with.090'SG Intedayer 7 7 ....into Metal-sheet 3,option 4 14 7/9'Laminated I.G.:1/8'T Extedor Cap+5/16'Air Space+7/16"Laminated;(2)Lites of 3116°A Glass with.090"SG Intedayer 7 7 Through the ....Into 2X Wood Fran e/Buc kstdp-sheet 4,option 5 15 7/8'Laminated I.G.:3/16"A Exterior Cap+114'Air Space+7116°Laminated;(2)LitesEqual-Ute, integral fin...... 9 Lites of 3/16"A Glass with.090'SG Intedayer 7 7 J-Channel ....Into Metal-sheet 4,option 7 16 71B'Laminated I.G.:3116"T Exterior C +1/4"Air Space+7/16'Laminated;(2)Lites of 3116'A Glass with.090•SG Intedayer 7 7 5-5 Odel/Prodew ._Into 2X Wood Frane/Suckstd sheet 4,option 6 _ Cap p y f#1) &Cottage Through the frame P- oP of the w1ndow...... ....Into Metal-sheet 4,option 8 1 I TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11.13&15 MAY NOT BE USED IN Through the ....into 2X Wood Frane/Buekstdp-sheet 4,option 5 Group Anchor Substrate Min.Edge Min. THE HVHZ ABOVE 30'. Integral Fin Equat-Lhe, Intagret An...... ....Into Metal-sheet 4,option 7 Distance Embedment • 5-6 Orievpm%4 w (#3) 8 Cottage Through the flame -•Into 2X Wood Frane/Buckstdp-sheet 4,option 6 P.T.Southern Pine(SG=0.55) 7/16" 1-3f8" orthe Wndow...... •,•,Into Metal-sheet 4,option 6 #10 SMS Steel,A36• W8" 0.050" 'MIN. D 3 THREADS (steel,18-8 S.S. Steel Stud,A653 Gr.33• 3/8" 0.0451"(16 Ga.) BEYOND THE METAL or 410 S.S.) A Aluminum,6063-T5• 3/8" 0.050" SUBSTRATE.FOR "A°=ANNEALED FIGURE 8:FRAME TYPES 'H'=HEAT STRENGTHENED P.T.Statham Pine(SG=0.55) 7116" 13/8STEEL 'T'=TEMPERED MIN.Fu=45 KSI& pq "PVB"=.090"BUTACITE®PVB 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1318" MIN.Fy=33 KSI. Q BY KURARAY AMERICA,INC. Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" P.T.Southern Pine(SG=0.55) 9116" 1-3/8' "UNGROUTED CMU" 2 p 4 pa "SG"=.090"SENTRYGLASJ #12 SMS VALUES MAY BE INTERLAYER BY KURARAY B (steel,18$S.S. Steel,A36' W8" 0.050" USED FOR GROUTED q BOX OR q AMERICA.INC. Steel Stud,A653 Gr.33' 3/8" 0.0451°(18 Ga.) CMU APPLICATIONS. EQUAL- or 410 S.S.) FLANGE LEG Aluminum,6063-TM' 3/8" 0.063" FIGURE a FRAME CONFIGURATIONS o c steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/4' C n routed CMU,(ASTM C-90) 2-112 1/4' / 114"steel Creteflex Concrete(min.3. st) �o tvErCUa on i 2-112" 1-3(4° p� 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" IUn� 114"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 13/4" — - j� CEIKI 3 0 Ungrouted CMU,(ASTM 690) 2-1/2" 1-114" INTEGRAL D 114"steel Creteflex P.T.T.Southern Pine SG=0.55 1" 13/8" J-CHANFIN( ) EQUAL-LITE ORIEL COTTAGE1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2 1-316'1i4"steel Aggre Gator P.T.Southern Pin (SG=0.55) 18°Grouted CMU,(ASTM C-90) 2" 2" PRODUCT REVISED II TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN rt complying with the Florida Min.Edge Min. DcilangCod. Group Anchor Substrate Distance Embedmenr 11 r r AccepM..No lea •+ Revised By: Date: Reviean: F irotien Dste E 2-117 x.131"Common Phil P.T.Southern Pine(SG;= )1 318" 2-7/16° •` '•t �f`,•:; ` 2-112"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 318" 2-7116" •";r Oy �dicnti adc Prod°G et•c¢/`I P.T.Southern Pine(SG=.55) 1l2" 13/8" Raised 6y Date: Revleon: _TV/ #10 Trusshead SMS Aluminum,6063-T5' 3/8' 0.050• (steel,18-8 S.S. Steel Stud,Gr.33' 318" 0.0451'(18 Ga.) _ 16 ..,• a Dee=nP6ara Dram W F or410S.S.) SteeI,A36• 3/8" o.os0• -MIN•OF3 I�.,l_ _ GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND ' P.T.Southern Pine(SG=.55) 9116" 1.3/8" THE METAL 1070 TECHNOLOGY DRIVE Data: #12SMs Aluminum,6083-T5' 3/8° 0.083" SUBSTRATE.FOR '"�-'<;•:" N.VENICE, FL 34275 DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18�S.S. Steel Stud,Gr.33' 3/8' 0.050" STEEL STUDS, (941)-480-1600 or 410 S.S.) MIN.Fu=45 KSi8 `"�,•,-:. "�..`' sad-AW-1. Soots: ShesC Om�lrrg N°. Rar. Steel,A36' 3/8' 0.050" MIN.Fy=33 KSI. A.'LYNt•I'MILLEA,P.E. CERT. OF AUTH. #29296 DH-5560 NITS 2 OF 14 MD-DH5560-01 A P.E.#58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETEJCMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 - EDGE DISTANCE SEE NOTE 2,THIS SHEET.• EMBEDMENT ANCHOREDTHROUGH EMBEDMENT rI FRAME INTO 2X WOOD - - —►{ 1/4'MAX SHIM 16 1/4'MAX SHIM —►{ �— FRAME OR BUCKSTRIP. I ° SEE NOTE 2,THIS SHEET. EMBEDMENT � VISIBLE 17 - EDGE E 18 LIGHT WIDTH STANCE. FLANGE FRAME D ANCE D _ __ O SHOWN BALANCE 44 TYPE BOTTOM VARIES SASH -- - - TYP.ANCHOR �1/4'MAX TYP.ANC ORTYPE, 42 WITH SASH o ° TYPE, SHIM EMBED ENT AND WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE 0 30 ANDEDGE EMBEDMENT AND EDGE 31 DISTANCE PER DISTAN ER DISTANCE PER SUBSTRATE, EDGE SUBSTRAT , , BSTRA SEE TABLE 2,SHEET 2. - TOP n DISTANCE SEE TABLE SEE TABLE 2,SHEET 2. ,6.' o SASH o SHEET 2. { J lu4 _ ICl _.(II LIGHTIWIDTH D EQUAL •.FLANGE FRAME 10 87 12 LEG(BOX 4 72 19 NOTES: SHOWN BUCK WIDTH SHOW EXTERIOR LIFT RAIL 1)USE ONLY N VISIBLE V zo OPT.SASHTOP HORIZONTAL SECTION A-A v LIGHT SUBSTRATE-APPROPRIATE HEIGHT F ! ANCHORS LISTED ON TABLE 2, 48 SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 49 I FOR ALL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. WINDOWS: O I 22 21 1 INSTALLATION OPTION SHOWN MAY ANCHOR @ BE USED ON ANY SIDE OF THE 15 3.55"FROM WINDOW. 1/4"MAX. - END AND AT SHIM �111. 12 STEEL 1/4"MAX. 45 46 47 CENTER. 2)MASONRY ANCHORS MAY BE RILLING BUCK FOR USED INTO WOOD AS PER TABLE 2, - SMS(G5),SEE SHIM HEIGHT 35 WINDOWS SHEET 2.ALL WOOD BUCKS LESS TABLE2, 50 - 16 OVER 36" THAN 1-1/2"THICK ARE TO BE D❑� SHEET 2. WIDE:ADD CONSIDERED 1X INSTALLATIONS.1X ADDITIONAL EXTERIOR 30 WOOD BUCKS ARE OPTIONAL IF SCREWS UNITS INSTALLED DIRECTLY TO @163/8" SUBSTRATE.WOOD BUCKS VISIBLE FROM END. DEPICTED AS'2X ARE 1-1/2"THICK BUCKS 86 LIGHT (W GREATER. H AL E DESIGNHEIGHT (WHEN USED)SHALL BE DESIGNED y TO PROPERLY TRANSFER LOADS TO FLANGE 16 EQUAL 1_ TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX LOCATION:6-5/8• DESIGN AND INSTALLATION IS THE SHOWN ❑ FRAME ❑ (2)1' O 64 83 FROM SASH END. RESPONSIBILITY OF THE ENGINEER INTERIOR OR ARCHITECT OF RECORD. O U r WEEP - EXTERIOR - NOTCHESAT 31 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION sL INSTALLATION EACH END. 30 (ALSO.REFERRED TO AS DAYLIGHT OPTION OPTION PRODUCT REVISED OPENING)IS MEASURED FROM ANCHOREDTHROUGH ANCHOREDTHROUGH as cnatplying with the 0066 BEADING TO BEADING. ;.- FRAME INTO METAL FRAME INTO METAL Building Code /6-p /4-Cq 8 +%t;r, Acceptance No 7 Revlsed By. Dote: Revision: Expiration Da�2� EQUAL-LEGIBOX 1!4"MAX SHIM _ ' D l FRAME SHOWN - � - Revised W. Date: Revision: f.1i Proda4{CoutrpY') VISIBLE LIGHT FORMULAS .27"X 1.25" �1}- WIDTH - WEEPHOLE I NO ANCHORS @SASH:BUCK WIDTH-6-1/2' / I- .. ® Description: Drawn By: w/covER@ 38 ° FLANGEDI @ FIXED LITE:BUCKWIDTH-7-1/2' 6 I`1 FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI 2.87'FROM EQUAL-LEG Dote: EACH END. FRAME SILLS HEIGHT(EQUAL-LITE) r..:' 1070 TECHNOLOGY DRIVE Title: BUCK HEIGHT/2-4-318" ." N.VENICE. FL 34275 DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 VERTICAL SECTION B-B " +r '' Serfes/Model: Scale: Sheet: Grow ng No. Rev: A.LYNNMILLER,P.E. CERT. OF AUTH. #29296 DH-5560 NTS 3 OF 14 MD-DH5560-01 A P.E.N 68705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT INTO 2X WOOD FRAME OR INTO 2X WOOD FRAME OR �— EDGE DISTANCE ANCHORED THROUGH INTEGRAL I+- EMBEDMENT BUCKSTRIP.SEE NOTE 2,THIS BUCKSTRIP.SEE NOTE 2,THIS SHEET. SHEET. FIN INTO 2X WOOD FRAME OR 4 1/4'MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE V 16 SHEET. TYP.ANCHOR TYPE, VISIBLE J-CHANNEL EMBEDMENT AND EDGE LIGHT WIDTH 17 a FRAME DISTANCE PER SUBSTRATE, D SHOWN SEE TABLE 2,SHEET 2. BALANCE — '-- -----i _ 44 TYPE BOTTOM EMBEDMENT TT VARIES SASH o - - 0o �O `1/4'MAX SHIM 42 WITH SASH EDGE nj WEIGHT 54 7 EMBEDMENT ANCHOR TYPE, DISTANCE I I � 0 30I _j �EMBEDMENT AND EDGE u+ 31 DISTANCE PER SUBSTRATE, L— SEE TABLE 3,SHEET 2. TOP Ind INTE 16 (NAIL SHOWN) �I� o SASH GRAL I I EMB DMENT AND EDGE J Illf ILI JFIN DISTANCE 85 - O OEL LIGHTIWIDTH �D FRAME SEE TABLE 3E SHEET 2. J CHANN ���o- 11 SHOWN (NAILSHOWN) FRAME `-i� 87 EXTERIOR 72 OPT.SASH TOP NOTES: SHOWN BUCK WIDTH 19 20 VISIBLE - LIFT RAIL 1)USE ONLY LIGHT SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C HEIGHT ANCHORS LISTED ON TABLES 2&3 OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 49 I 48 FOR ALL AND EDGE DISTANCE LIMITS.ANY 1/4"MAX. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. I i 21 INSTALLATION OPTION SHOWN MAY SHIM WINDOWS:1 22 ANCHOR @ BE USED ON ANY SIDE OF THE 15 3.55'FROM WINDOW. Q END AND AT #10 OR#12 STEEL (� 114 MAX 45 46 47 CENTER. 2)MASONRY ANCHORS MAY BE SELF'DRILLING I SHIM BUCK FOR USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE I HEIGHT O WINDOWS SHEET 2.ALL WOOD BUCKS LESS LIED TABLES 2&3, ❑� 50 O 16 OVER 36' THAN 1-1/2"THICKARE TO BE 1 SHEET2. D WIDE:ADD CONSIDERED IX INSTALLATIONS. EXTERIOR 30 T ADDITIONAL 1X WOOD BUCKS ARE OPTIONAL IF IIu�JI T{ SCREWS UNIT IS INSTALLED DIRECTLY TO @16-3/8- SUBSTRATE.WOOD BUCKS VISIBLE FROM END. DEPICTED AS 2X ARE 1-1/2'THICK 86 LIGHT GREATER.IXA BUCKS (W FLANGE HEIGHT (WHEN USED)SHALLL BEE IN AND/OR DESIGNED IIII TO PROPERLY TRANSFER LOADS F (2 16 TESTED UNIT TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED INTERIOORR LOCATION:6-5/8' DESIGN AND INSTALLATION IS THE ❑ IN•FIELD ❑ WEEP 64 FROM SASH END. RESPONSIBILITY OF THE ENGINEER INTEGRAL FI END. EACH END. 31 N � NOTCH O 63 OR ARCHITECT OF RECORD. FRAME SHOWN CJ o c _ 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLAT ION � .27"X 1.25' 7 30 (ALSO REFERRED TO AS DAYLIGHT OPTION PRODUCT REVISED WEEPHOLE 36 OPTION 710, W/COVER OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO as complying wish thal?toridsl @ EDGE DISTANCE E PE,EMBEDMENT AND BEADING TO BEADING. ANCHORED THROUGH BuildLng Code 2.87'FROM r, EDGE DISTANCE PER SUBSTRATE,SEE INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) Acceptant.M 16.0 14.nq EACH END. LJ TABLE 3,SHEET 2.(SCREW SHOWN) - gx'jai p� Revised ib, Date: Revision: 1/4"MAX ',..'�(.�� (,I I/•. ;, By INTEGRALFIN ❑SHIM _ Miuni ode ProdoM ' FRAME SHOWNf VISIBLE LIGHT FORMULAS Revised W. Date: RevWi ;l l NO ANCHORS REQUIRED IN WIDTH - >s- Drawn FRAME SILL IF ANCHORING I @SASH:BUCK WIDTH-6-1/2' - I- ® D iPt1Oe: THROUGH THE FRAME. @FIXED LITE:BUCK WIDTH-7-12' J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI EDGE DISTANCE pate; INSTALLATION OPTION 5 j HEIGHT(EQUAL-LITE) <s;. 1070 TECHNOLOGY DRIVE rua: ANCHOREDTHROUGH —J- 'BUCKHEIGHT/2-4.3/8' N.VENICE, FL aaz7s DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 —�-1 EMBEDMENT 's".r/:i�. ::'' 941 -480-160D INTEGRAL FIN INTO 2X WOOD '�'`. ;•' ( ) FRAME OR BUCK-STRIP.SEE VERTICAL SECTION D-D ',"A.'L'YNN#11LLER�P.E. Series/A(H- Saole: Sheet: Drawing No. Rev. NOTE 2,THIS SHEET. P.E.#6B705 CERT. OF AUTH. #29296 DH-5560 NTS 4 OF 14 MD-DH5560-01 A 718"NOM. —� 7/e'NOM. 7/8"NOM. 7/8"NOM. 7/8"NOM. 5116"A/A PVB 5/16"A/A PVB 5/16"A/A PVB- I 5/16"A/A PVB 5116" /H SG 7/16"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 711 AIRSPACE,-- 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLAS EXTERIOR a EXTERIOR a EXTERIOR \b (�EXTERIOR a EXTERIOR 76-79 76-79 78.79 7fi-79 76-79 --• GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE —�{ 7!8°NO 7l8"NOM. � -+{ 7/8"NOM. � � 7/8"NOM. NOM. 5/16"H/H SG I 5/16"H/H SG I 5/16"H/H SG I 7/16"A/A SG I 7/16"A/A SG 7/16"AIRSPACE 3/8"AIRSPACE 3/8"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS --- aEXTERIOR y a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 76.79 76.79 • '76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM. —� 7/8"NOM. �— 7116"A/A SG I 7/16"A/A SG 1!2"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76.79 BITE TYP. '16 MAY NOT BE USED 3/16"A GLASS—\ 3/16"T WITH J GLASS -CHANNEL OR 72 74 •INTEGRAL FIN FRAMES �EXTERIOR a EXTERIOR 31 ' GLASS TYPES 5,7,9,11.13 &15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. • e..OTDUCT REVISED GLASS TYPE 15 GLASS TYPE 16 Plyi.8 with It fkdffa Building Cede 38 30 " I I Revised W. Dale: Revistan: F P of�1�'O 1 .O 20 BY o Revised iiy: Dote: Revision: I lia:v'Du*Prndnel GLAZING NOTES: '"''" �;• TYP.GLAZING DETAIL 'A"=ANNEALED _ /�^ „� lb :•._ ® De—iption: Drown Br "H'=HEAT STRENGTHENED L.l 6 , GLAZING DETAILS J ROSOWSKI "T"=TEMPERED _. 'PVB'_.090'BUTACITE®PVB BY KURARAY AMERICA,INC. `, iL<;: �; 1070 TECHNOLOGY DRIVE Stle: Date: 'SO"=.090'SENTRYGLAS®INTERLAYERBYKURARAYAMERICA,INC. �'i '�� '-.' N. VENICE, FL 34275 DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. -'"' Smfes/NodeL• I Drawing No. Rev. P.E#58705 A.L{'fE#5 70 P.E. CERT. OF AUTH. #29296 DH-5560 NTS 5 OF 14 MD-DH5660-01 I A SILICONE TABLE 4: - TABLES: Glass Types Design Pressure,lbsHe Ottes7ypew Design Pressure,ibs/fe STRUCTURAL 6,6,7&a 6,6,7&8 POLYISOBUTYLEN 1/4"NOM, +50.0/-50.0 +65.0/-70.0 WITH.DESICCANT Relnlorcement Reinforcement EXT.GLASS 78 KODISPACE Level:R1 For an window&sash sizes per Table 8 Level:R2 For all window&sash sizes per Table 4SG TPS SEE TABLE 8,SHEET 8 FOR SEE TABLE 9,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. ANCHOR GROUP AND QUANTITY. INT.GLASS ALUMINUM - REINFORCEMENT HEADER HEADER 5/16"NOM. 23 23 O V� BUM& 1 DESICCANT TOP TOP FOAM DURASEAL® SASH SASH EXT.GLASS O HEIGHT HEIGHT NOTES: j SPACER MEETING RAIL � MEETING RAIL 24 O 25 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH P P THE FRAME OR INTEGRAL FIN. INT.GLASs .0 � 2)FRAME DIMENSIONS ARE BUCK. JAMB 23 24 JAMB 23 25 O SASH HEIGHT IS AS PER THE HOT-MELT BUTYL FIGURE. STRUCTURAL o EXTERIOR BOTTOM EXTERIOR BOTTOM SILICONE SASH SASH 3)FOR SIZES NOT SHOWN,ROUND FOAM 3/16'NOM. 23 HEIGHT 0 23 HEIGHT UP TO THE NEXT AVAILABLE WITH 23 23 WIDTH OR HEIGHT DIMENSION DESICCANT q o q o SHOWN ON THE TABLE. SUPER FxT.GLAss 79 SPACER-RNXTTM a SILL o SILL D EXTERIOR INT.GLASS ❑ POLYISO- DESICCANT FILL AREA ` BUTYSENNEE 5/16"NOM. SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH 06 SILICONE SEAL LEVEL R1 REINFORCEMENT&GLASS TYPES 5-8 LEVEL R2 REINFORCEMENT&GLASS TYPES 5-8 j ROLL-FORMED (REINFORCEMENTS SHOWN IN FIGURES (REINFORCEMENTS SHOWN IN FIGURES ( STAINLESS STEE ABOVE APPLY TO ALL FRAME TYPES& ABOVE APPLY TO ALL FRAME TYPES& XL EDGE CONFIGURATIONS) CONFIGURATIONS) PRODUCTREVISED 79 rs complying with the pbti& EXT.GLASS SPACER Build ingCoda !6 o id „ Acceptance No p Revised By. Data: Reviafon: Expiration Dsm 2 .r. ,�•� JR 05/05/16 A)ADDED SPACERS. B 1 y INT.GLASS - - Miami ode Prodoet RMsed By. Date: Revision: Part# Description Material ® Description: Drown By: 76 Kommeding 4SG TPS Spacer system SPACERS&DESIGN PRESSURE TABLES J ROSOWSKI 77 Quanex Super Spacer nXT with Hot Melt Butyl See this - pE pa y •�•::,:., " ., :`"'•.i:�; 1070 TECHNOLOGY DRNE 7eHe: Data: 78 Quanex Duraseal Spacer Sheet for N.VENICE, FL 34275 DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 Materials ; .:'.;; `.•';:` (941)-480-1600 seriea/MadeG smte Shaet: Drawing No, Rev. 79 Cardinal XL Edge Spacer DH-5560 NTS 6 OF 14 MD-DH5560-Di A YNN MILLER,P.E. REFERENCE TES A.L REPORTS:FTL-8717,8968 8 8970 p Ed SB7W� CERT. OF AUTH. #29296 Ml EMEMEM KMBMgulmmcmmm sm Ummumummummmum mm�� ® � � mm[mmlm=9wQmmsmmmm ����������������� m=MMKM=m=mmMc mmmoMMmM=m=mom=M9wM9MM9MlM ■��� -- — gmammummom � Ilmm� - umcmumcmum moommm yam` ® Qlt�lll �U=Mmmmgm��� EMEMMMIMEM mummmmm m a 1==mMMwcMmMcMMMcMmMimmmum ������������v� ��■ mcmmE=Kzmzmumgwom ���m� ��m�m��]�mmmmmmmi mammmmmmmmmmmcm mMm=mmmlwmmm EMEMEM m mom I mmlmmlzam momimmm . . 1070 TECHNOLOGY DRIVE N.VENICE. 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CERT. OF AUTH. 29296 DH-5560 NTS 12 OF 14 MD-DH5560-01 A P.E.#58705 I TABLE 12: Bill of Material # Part# Description Material 18 1 620113 Frame Head-J-Channel PVC 2 620114 Frame Head-Flange PVC 3 620115 Frame Head-Fin PVC 4 620116 Frame Head-Equal Leg/Box PVC 9 1070 TECHNOLOGY DRIVE 5 620105 Frame Sill-J-Channel PVC I \ N.VENICE. FL 34275 6 620106 Frame Sill-Flange PVC / v (941)-48D-1600 7 620107 Frame Sill-Fin PVC j 8 620108 Frame SIII-Equal Leg/Box PVC CERT. OF AUTH. #29296 9 620109 Frame Jamb-J-Channel PVC 85 10 620110 Frame Jamb-Flange PVC 11 620111 Frame Jamb-Fin PVC2 12 620112 Frame Jamb-Equal Leg/Box PVC 86 14 620171 Top Sash PUII(opt.) PVC 15 620140 Keeper Rail PVC MITERED FRAME W T'1 INTERIOR AND EXTERIOR 16 620129 Sash Rail(Sides,Top&Bottom) PVC 87 FRAME WELDS 17 620134 Balance Corer PVC 18 I `� 18 620133 Sash Stop/Screw Cover PVC ao OR 42 a3 19 620156 Lift Rail Interlock 6005 T5 Al 20 620144 Lift Rail Interlock Cower PVC at OPT. 3s N/A FOR+50/-50 DP UNITS 21 620157 Beteled Interlock 6005 T5 AI �•. 22 620145 BeNeled Interlock Corer PVC 23 620150 Light Sash Reinforcement 6063 T6 At ` 44 ` 24 620151 Standard Sash Reinforcement 6063 T6 AI 16 25 620152 HD Sash Reinforcement 6063 T6 Al SPIRAL BALANCE 42 43 30 61644 Weatherstrip,.16T'x.270"Fin Pile OR 31 6Q300 Weatherstrip,AW x.300"Foam Bulb CONSTANT FORCE 32 61719 Weatherstrip,.187"x.220"PolyPlle BALANCE 33 61825 Weatherstrip Plug,.220"Finseal 40 OR 42 43 35 7BXIMTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) SS ' O 38 720210 Weep Hole Corer PVC 41 39 720185 Tilt Latch Reinforcement Clip PVC 16 E 1000( Constant Force Balance 80 PPAX #8 x 314'Ph.FH SMS(Con.Force Balance Screw) SS Spiral Balance 205 Spiral Balance Shoe Nylon 4FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) I SS SCREEN ,- NOTES: - ASSEMBLY 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. DETAILS 2)J-CHANNEL FRAME SHOWN,PARTS#1,5 8 9.OTHER FRAME TYPES APPLY. 3)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. FRAME 4)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 68 7. ASSEMBLY 5 '•,i 5)ITEMS#13,26-29.34,36.37,65-71,73 8 84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. DETAILS ' EXTERIOR _ ATTACHES TO ) Revised W.. Date: Revbron: ---'PIVOT BAR,#60 NEXT SHEET Rwlaed W. Date: Reviaian: 1 PRODUCTp.EViSED Drown _ �.�^.: +,.= .s ceu:plyisgvvith who Florida Description: A Building p Cute BILL OF MATERIAL (BOM) J ROSOWSKI �'�I I�� ''' ccearceNuTb o `LGcpiration Detc TrHe: DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 M.ia ri sdePodscl Series/lbdeC Scab: Sheet: Ikowrn9 �0`, DH-5560 NTS 13 OF 14 MD-DH5560-01 A A.LYNNVMILLER,P.E. P.E.#58705 i i i TABLE 12,CONT.: 6 61 OPT.PULL BIII of Material,coot p 63 HANDLE # Part# Description Material 62 45 1 720197 jAuto Lack Mechanism C Steel p 46 720198&9 Sweep Lock Cast Zinc is 47 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76X11SOPTX#6 x 1-1/8"Ph.FH SDS(Auto/Sweep Lock Screw) SS / 1070 TECHNOLOGY DRIVE 49 720200 Auto and Sweep Lock Keeper Cast Zinc N.VENICE, FL 34275 50 76)04PPTX #6x 3/4"PH.PH SDS(Keeper Screw) SS 72 Xa (941)-4Bo-16Oo 51 420181 L/R Beveled Tllt Latch Comer Key PVC MITERED FRAME WITH INTERIOR AND EXTERIOR 52 420182 UR Pull Rail Tilt Latch Comer Key PVC ATTACHES 53 FRAME WELDS CERT. OF AUTH. �29296 53 7634PHFL #6 x 3/4"Ph.FH SDS(PiHt Bar&tilt Latch Screw) SS TO BALANCE 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1"Tilt Latch Spring SS 60 •�• OPT.SWEEP LOCK 57 420186 Plastic Tilt Latch Finger Pull PVC 59 50 46 OPT.AUTO LOCK 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 53 16 B a7 r 59 420180 Pimt Bar Comer Key(Top&Bottom Sash) PVC d 60 720206 Plot Bar Crop&Bottom Sash) SS 53 57 OR 58 61 7101/7102 Top Sash Tilt Latch(L&R) PVC 49 51 OR 52 rtrt 62 76X12FPTX #6 x 1/2"Ph.FH SDS(Top Sash Tilt Latch Screw) SS �s \ r� O I 4 45 63 720191 Sash Pull Handle(opt.) Cast Zinc 55 64 78X34FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS . 72 720135 Laml.I.G.Bead PVC \ I 22 74 Backbedding,GE 7700 or Dow 791 Silicone TOP SASH 75 71684&5 Setting Block(718"x 2"x 1/8"),85+/-5 durc. EPDM ASSEMBLY 56 80 61012 Extruded Screen Frame Alum DETAILS EXTERIOR i'•. I 6 j 3s 81 60775 Extruded Screen Spreader Bar Alum ATTACHES OPT. OPT. 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC LIFTRAIL TO BALANCE 21 BEVELED 83 72045 Extruded Screen Spreader Bar Clip Alum O INTERLOCK& ! i i INTERLOCK 85 7CASPM Tension Spring SS COVER &COVER 86 61816C48 Screen Cloth Fiberglass 20 87 61635161624 .140"Screen Spline(Machine/Hand Rolled) Vinyl ! o 72 X4 I 16 .� 54 ATTACHES - _I 53 19 TO BALANCE o O 60 59 OPT.PULL 53 HANDLE ReNaed ey: Date: Rwf6m: 16 Reriead W. Pate: ReHalon: PRODUCT REVISF,D Drown _ s cimptyi.&with dm Fiaids BOTTOM SASH D.—fptfon: _ ��� isaifdin&Code BILL OF MATERIAL B/BOM J ROSOWSKI 11 r l6-0 14.OR ASSEMBLY ` 6(.G ((6 Expiration Unto rue: Date: ` DETAILS DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 `.:.: ` By EXTERIOR Senea/Madel: Srnfe: Sheet: Drawing No. 1.qNTTACHES DH-5560 NTS 14OF14 MD-DH5560-01 A A.LYNNM111 R,P.11 TO BALANCE P.E.#58705