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u w BCIS Home ! Log In User Registration I Hot Topics Submit Surcharge i Stats&Facts Publications Contact Us j BCIS Site Map ; Links �I Search +i F�Ot18 c saa,ado Product Approval `- USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail Y fi FL# FL239-R26 Application Type Revision i Code Version 2017 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 )ens Rosowski' jrosowski@pgtindustries.com Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext 21142 Imiller@pgtindustries.com i 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 i Date Submitted 09/25/2018 Date Validated 10/15/2018 Date Pending FBC Approval I 1 i t I i Date Approved 10/25/2018 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Nan-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063002.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063002.gdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063007.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063007.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063008.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063008.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063003.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063003.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 239.5 SH-800(Small Missile Impact) Multi Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063004.gddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure: N/A Installation Instructions i Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063004.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 239.6 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063006.pdf 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 1`1_239 R26 II 17063006.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports j Created by Independent Third Party: I � I j 239.7 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL239 R26 C CAC 17063005.pdf 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 1`1_239 R26 II 17063005.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 239.8 SH-7600A(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 1`1_239 R26 C CAC 18-0430.07.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/23/2023 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 18-0430.07.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-7700A(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 18-0430.06.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:Yes 08/23/2023 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 18-0430.06.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Yd�xt Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 i 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 4551275(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 i I i M IAM I•DADE MIAMI-DADE CU U N 1Y e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeono!Ey 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 Ito perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-5500"PVC Single Hung Window—L.M.T. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets I through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,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. 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 i#s distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0630.05 MfAMI-DADECOUNTY Expiration Date: July 30,2020 °l 0/ c� Approval Date: November 30,2017 1 / Page 1 � I I i t i I PGT IndInc. Industries,Lx 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 B dated 06/06/17, prepared by manufacturer,signed and sealed by AnthonyLynn Miller, P.E. I 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,Durasealo spacer system, Super Spacer®NXTT"x 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. (Submitted under previous NOA No. 16-07i4.03) 2. Test reports on: 1)Air Infiltration Test,per F:BC,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 2411.3.21, 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. i FTL-7964, dated 11/15/14,signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15- 9.05 Manuel Vere P.X. Product Contro x iner NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,20 7 E-1 I I t PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i I C. CALCULATIONS(CONTINUED) i 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(cowirNUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued,to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No_ 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition(2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony LYmi hil1ler,P.E. 2. Statement letter of no fmancial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. I6-0714.03) G. OTHERS- 1. THERS-1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries, Inc.for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and firing on 07/30/20. Man ere P.E. i Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,202O Approval Date: November 30,201.7 E-2 ANCHORAGEANCHORAGE EXAMPLE I DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-1/8'MAX.O.C. 21-519" 54'MAX.BUCK WIDTH MAX O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE RADIUS-TOP HEADER(SIM.FOR ALL HEADER(SIM. 12"MAX.FROM LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALL FRAMESEAM _� 30' 12"MAX. / WINDOW TYPES) WINDOW TYPES) SHEET 3 1 MAX.D.C. �- 52-1/8"MAX.BUCK WIDTH T-F / 10"MAX.FROM --� SEE SHEETS 1-1/4' A,SEE�--" -'r� 12'MAX. FRAME SEAM D,SEE 8&9 B,SEE 30'MAX.O.C. �„� 12"MAX SHEET 3 FIXED VISIBLE SHEET 4 SHEET3 ��- I I LIGHTWIDTH �- T A.SEE r._. l 12'MAX. I B,SEE k+30'MAX.O.C. MAX. O,SEE r'-• .-'1--� + SHEET3t ! j FIXED SHEET3 SHE EE I I EQUALLY ( I VISIBLE T A,SEE T'-' - / SPACED I / LIGHT SHEET3t I I / 12*MAX. EQUALLY 17-718'MAX.O.C. ANCHORS PER j 17-7/8"MAX.O.C. SPACED / �_ TABLES 9-11 /HEIGHT �_ EQUALLY ANCHORS PER / I / 91.78" SPACED I 17-7I8"MAX.O.C. TABLES 9-17 I MAX. ANCHORS PER I / 84" 0 1 1 84" 0 BUCK TABLES 9-11€ 11 62" 0 BUCK MAX. HEIGHT -� MAX -� HEIGHT BUCK AS SHOWN 10"MAX.0 C X I'I I Q 10"MAX,O.C. BUCK HEIGHT 10'MAX.O.C. X j HEIGHT X (MAX.) _ - I I I MAX.) �.---'- ____ x /._._.__. .T 13-3/4'MAX.O.C. -./._._._._. ".T / l SASH 13-314"MAX.O.C. EQUALLY I / I I EQUALLY I /7 113-3/4"MAX.O.C. EQUALLY /7' I L,_,_,_- __ _ "j SPACED / I ► SPACED I / VISIBLE j-J_ SPACED I SEE T { ANCHORS PER { ANCHORS PER I LIGHT ANTABLES 9-1R1 t SHEETS J ,C TABLES 9-11 / A� TABLES 9-11 j / HEIGHT Al I / �A 8&9 I / I 6-112"MAX. 6-112"MAX. 6-112'MAX. JNO ANCHORS ATSILL �•- �7II SEE SILL WEEP- B�----J NO ANCHORS AT SILL SEE SILL WEEP- B _,-�NO AN CH ORS AT SILL SEE SILL WEEP- Df-----� 1-1/4".-� SEESILLWEEP- 8 54"MAX.BUCK WIDTH -� `NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, 54"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 4-11 SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................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. ELEVATIONS......................................................... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ' ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGIBOX.....3 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 DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 -. 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 GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). - -- - - -- - - - -- -- - - -- -- - -- - - - DESIGN PRESSURES...................-.........-.:......-.......6a-- - --- --- ------ 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES........ 8-10 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES.......................................11 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. ASSEMBLY&PARTS LIST...................................12.13 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: 8.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. L*2017RIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. RIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONOINGTOTHE REQUIRED DESIGN PRESSURE.THE 33-1 %STRESS INCREASE HASNOTBEEN300-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTORWAS USED FORTHE EVALUATION OF ANCHORS INTOWOOD.ANCHORSTHAT COME INTO CONTACTWITH OTHER PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. M DESIGN MANUAL,ADM-2015 PROD[JCT RBVISFD 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -12 complCodwiththeFtaida 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NON ELCO AGGRE-GATOR NOA;ENERGI WINDOWAND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER10 Buil pla Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM I AL A�eeptnnco M1b j 7" O.O 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. x O `{LYN ReVlelon. `�Dxle USER INSTRUCTIONS: \ �NtQENSN ! �� UPDATED TO FBC 2017.-JR- °, eetudraC ` Pa.• F !� ' 06/06/17 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. _�- NO.58705 '.. J?nF 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = * Omwn By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW °p Description: OPENING OBTAINED IN STEP I. ;gyp•. 6 �-3 ��; 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR O S TE N.VENICE,FL 34275 i T �!/ Title: Oota: YOUR OPENING'S CONDITION FROM TABLES 20R 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. %� '•.!c(ORID�;.•'• ?� (941)-060.1800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �ONAL�NG\\ P�ItIDUStwes No. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, 7j111 I111�1171 ALL RIGHTS RESERVED Serles/Abdel: Scale: Sheet. Oraw/ng No. Rav: A.LYNN MILLR,P.E. SH-550O NTS 1 OF 13 MD-SH5500-01 B INTEGRAL FIN OR EQUAL LEGIBOX). P.E.ft 58705 CERT.OF ALJTH.#29296 TABLE I:ALLOWABLE GLASS TYPES DesFrame Glass Frame Frame Glass Description(Elated from Exterior to Interior) Table Pressure Types Options Contigs Shapes Installation Options that may be used Type Table# Sheet# see Fl see Table 1 ( g B) ( ) (see Fig A) (see Fig C) 5 7/8"Laminated I.G.:1/8'A Exterior Cap+7/16'Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.091*PVB Intedayer 4,5 6 6 7/8"Laminated I.G.:118'T Exterior Cap+7/16'Air Space+5116'Laminated;(2)Liles of 1/8"A Glass with.090'PVB Intedayer 4,6 6 ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 Equal-Lite, Square/Rect., 7 7/8"Laminated I.G.:3116"A Exterior Cap+318"Air Space+5116"Laminated;(2)Utas Y of 118"A Glass with.090"PVB Intedayer 4,6 6 Flange Through the frame ....Info Concrete/CMU-sheet 3,option 2 #2 5-16 OriellProHew Arch Top& of the window.:. 8 7/8"Laminated I.G.:3/16"T Exterior Cep+3/8'Air Space+6116'Laminated;(2)Utes of 118'A Glass with.090"PVB Intedayer 4,6 6 (#2) 8 Cottage Radius-Top -.-.through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 9 7/8'Laminated I.G.:1/B"A Exterior Cap+7/16'Air Space+5116"Laminated;(2)Utes of 118"H Glass with.090"SG Intedayer 7 7 1 ....into Metal-sheet 3,.option 4 10 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Lites of 118"H Glass with.090"SG Intedayer 7 7 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Box/ Equal-Lite, Arch-/op&'t. Through the frame ....into Concrete/CMU-sheet 3,option 2 11 7/8"Laminated I.G.:3/16'A Exterior Cep+318"Air Space+5116•Laminated;(2)Utas of 118'H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-16 O&Cottage Arch-Top 8, of the window...... •••,throw h 1X Buckstri Into Concrete/CMU-sheet 3,option 3 12 7/e'Laminated I.G.:3116'T Fxledor Cep+318"Air Space+5I18'Laminated;(2)Utes of 118"H Glass with.090'SG Intedayer 7 7 (#4) 8 Cottage Radus Top 9 P 13 718"Laminated I.G.:1/8"A Exterior Cep+5/16'Air Space+7/16'Laminated;(2)Utes of 3116"A Glass with.090'SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 718"Laminated I.G.:1/8"T Exterior Cap+5/16'Air Space+7/18"Laminated;(2)Lites of 3/18"A Glass with.090'SG Intedayer 8 7 Through the ....into 2X Wood FramelBuckstrip-sheet 4,option 5 o 15 718°Laminated I.G.:3116'A Exterior Cep+1!4"Air Space+7/16"Laminated;(2)Utes of 3118"A Glass with.090"SG Interlayer Equal-Ute, Square/Rett.,Integral fin...... ....Into Metal-sheet 4, tion 7 ayer 7 7 J-Channel P 5-8 Odel/Pro\iew ArotrTop& 16 7/8'Laminated I.G.:3116"T Exterior Cap+1/4"Air Space+7116"Laminated;(2)Utes of 3116"A Glass with.091)"SG Intedayer 7 7 (#1) 8 Cottage Radius Top Through the frame ....Into 2X Wood Frame/Buckstdp-sheet 4,option 6 of the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7.9,11,13 Through the ....Into 2X Wood FramefBuckstdp-sheet 4,option 5 Min.Edge Min. 8 15 MAY NOT BE USED IN Integra(Fn Equal-Lite, Square/Rett,integral fin...... ,.„Into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment THE HVHZABOVE 30'. 5-8 Oriel/Proview Arch-Top& 8 Cottage Radius-Top Through the frame ....int0 2X Wood Freme/Buckstrip-sheet 4,option 6 of the window...... ....into Metal-sheet 4,option 8 P.T.Southam Pine(SG=0.55) 7116” 1-3/8° P #10 SMS Steel,A38• 31B° 0.050" 'MIN.OF 3 (steel,1843 S.S. Steel Stud,A653 Gr.33• 3/8° 0.0451°(18 Ge.) THREADS or 410 S.S.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 'A"=ANNEALED A Aluminum,6063-T5* 318" 0.050" METAL _ "H"=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7116" 13/8" SUBSTRATE. O O T=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 13/8" "UNGROUTED — Y KURARAY AMERICA,INC. Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" CMU'VALUES P.T.Southern Pine(SG=0.55) 9116" 143/8° MAY BE USED 'SG'= .090"SENTRYGLAS® #12 SMS Steel,A36• 3/8° 0.050° FOR GROUTED J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel,18-8 S.S. CMU AMERICA,INC. or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) APPLICATIONS. j O O B Aluminum,6063-T51 318° 0.063" EQUAL-LITE ORIEL COTTAGE 1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/11" 114°steel Creteflex P.T.Southern Pine(SG=0.55) 1" 13/8" FIGURE C:FRAME SHAPES 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 13/8" 1 --►{BUCK WIDTH[-----I BUCK WIDTH F----I BUCK WIOTH)F FLANGE BOX OR EQUAL-LEG Concrete(min.2.85 ksi) 11 1314° -- ------' "---- -----) 1/4"steel Ultracon -C - Ungrouted CMU,.ASTM s!) 2-1/T 1-114"------ _ �/- _ - _ -- Matedal Min.Fy Min.F° 114"steel Creteflex Concrete min.3.35 ksi 1" 1-3/4" O F - T Steel Screw 92 ksi 120 ksl 1/4"steel Ultracon Concrete(min.2.85 ksl) 2-1/2" 13/4' w w w 7 _ x x — r 18.8 Screw 60 ksi 95 ksi 114"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1-314" x Y = Y w 410 Screw 90 ksl 110 ksi D Ungrouted CMU,(ASTM G90) 2-1/2° 1-114' 0 / O m m j m / J= Elco Aggre•Gator® 57 ksi 96 ksi Concrete min.3.275 ksi 1-112° 1-318" 11 1j 11 l Elco UltraCorlD 155 ksi 177 ksi 1/4'steel Aggre-Gator Grouted CMU,(ASTM C-90) 2' 2' 1 --_ 1 1 1 RECTANGULAR RADIUS-TOP ARCH-TOP 410 SS Elco Crete Flex® 127.4 ksi 189.7 ksi 6063-T5 Atum(num 16 ksi 22 ksi WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 58 kat PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud I 33 ksi 45 kel rs complying with tha Ron& Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Building Code Group Anchor Substrate Distance Embedment , Aeceplw� No "UP \% / Revision: xpirari nDate E 2-112'x.131'Common Nall P.T.Southern Pine(SG=.55) 3/8" 2-7/16" �� NY LYNN/ w/, 2-112"Ring-shank Roofing Nall P.T.SouthernPine(SG=.55) 3/8" 2-7116" ��� t�O't\CENSFY((� ANCHORS RE-GROUPED. Mia..,naaeProau<tcoer P.T.Southern Pine(SG=.55) 112" 1-3/8" ��; F -JR-06/06/17 #10 Trusahead SMS Aluminum,8083-T5" 318" 0.050' _�,; No.58705 ,* (steel,18.8 S.S. Steel Stud,Gr.33• 318' 0.0451°(18 Ga.) — = Oe Ptioe: �°""1b' a410S.S.) II24e 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROS OWSKI F Steel,A36• 318" 0.050' "MIN.OF 3 �z! N.VENICE,FL 34275 P.T.Southern Pine(SG=.55) 9116" 1318" THREADS :�°(\'• TE oTrwe: Dote: #12SMS "•.F<ORIOP.•'' (941}48(F1800 Aluminum,8083-T5' 318^ 0.053' BEYOND THE ,, S+ c9�, SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel Stud,Gr.33" 318" 0.050" METAL '�/`S�ONAL E � ror�INousrno=a.wC. Or 410 S.S.) SUBSTRATE. I/lir 11\\\\ HL arcrH18�5Elnm Serlea/Model: Scvb; Sheet• Orowlnp No. Rev. Steel,A36' 318" O.OsO' A.LVN/JrfJIIL�ER,P.E. SH-5500 NTS 2OF 13 MD-SH5500-01 B P.E.N 58705 CERT.OF AUTH.#29296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT f FRAME INTO 2X WOOD 1/4"MAX SHIM 16 1/4"MAX SHIM �-- FRAME OR BUCKSTRIP. IVISIBLE SEE NOTE 2,THIS SHEET. EMBEDMENT 18 SIAHT GWIDTH 17 EDGE EDGE D� DISTANCE FLANGE FRAME DISTANCE _ _- SHOWN 44 BALANCE TYPE VARIES - - TYP.ANCHOR ❑ 114"MAX TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, 2 �a SHIM EMBEDMENTAND Q WEIGHT 54 EMBEDMENT TYP.ANCHOR TYPE, EDGE IInII 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER I I 31 a� DISTANCE PER ODISTANCE PER SUBSTRATE, SUBSTRATE, LLLJJJ �R �I e• EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. DISTANCE SEE TABLE 2, SHEET 24 �al I SEE TABLE 2, . EXTERIOR 18 � �o ID 87 IILII� SHEET 2. a FIXED VISIBLE FIXED 19 20 1 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FRAME I 2 _ILEGBOX LIGHT - BUCK WIDTH FOR ALL WINDOWS: NOTES: SHOWN t– FRAME HEIGHT 1ANCHOR @3.55• HORIZONTAL SECTION A-A SHOWN i 49 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 1 _ SHEET 2.FOLLOW EMBEDMENT AND STU OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL D. 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2 SHEET 2. 9 SCREWS @76.38• INSTALLATION OPTION SHOWN MAY &111 4 45 46 47 36 FROM END, BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX. BUCK BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4"MAX. 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING SHIM USED INTO WOOD AS PER TABLE 2, HEIGHT SCREWS 8-318" SMS(G5).SEE R @ SHEET 2.ALL WOOD BUCKS LESS 85 30 FROM END. ❑ TABLE 2, D� THAN 1-112'THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS _ _Jyy—,, 16 ___ —__ _ __ __DEPICTED AS 2X ARE_1.10 THICK 86 - USE EITHER OR GREATER.1X AND 2X BUCKS OPT. LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1" 81 31 30 65 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL D 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRA E INTERIOR FROM SASH END.D. RES ONS/8' DESIGN IBILITY OF THE ENGINEER LATION IS THESOWN tJD�� SHOWN UD o RAME NOTCHES AT 60 EACH END. OR ARCHITECT OF RECORD. EXTERIOR 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION 8 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODllCC IlFV1SEfl 67 OPENING)IS MEASURED FROM .co.piyilt8 with III.F�aida 114"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Godo EQUAL-LEGBOX ,--1100 t 7 t I I I I I I/FRAME INTO METAL FRAME INTO METAL A.. co TJo r�" '�j�,p L_J [x imt' Date GuL FRAME SHOWN o N '//, Revlelan: `�`a0•........N41/ " By .27•X 1.25' NO ANCHORS ��;•' LtCENy$F'•,��� in Miom Dodo product o,..5• WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS P' ••� W/COVER @ O • ' '' - FLANGE OR *: No.58705 2.67-FROM 98 EQUAL-LEG WIDTH = 7b•��:. EACH END. FRAME SILLS @SASH:BUCK WIDTH-6.1/2" - Oescrfptlon: Drawn 65: @ FIXED LITE:BUCK WIDTH-4.318• .p �) '� 1°70 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI SOT'•, ST TE OF (V; N.VENICE,FL 34276 HEIGHT(EQUAL-LITE) (�` '•.",[ORID�;.••' \_�` (941}480-1800 nom: Dote: VERTICAL SECTION B-B BUCK HEIGHT12-3.15/16" '%,ss� ......• �r1�?.`` SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 _ r///IINALI1t`�� v0 °mUSTMES,94C• Selew/Madel: Scale: Shoot: Dm fng no. Rer. GMw A.LYNN MILLER,P.E. ��01iBf� SH-5500 NTS 3 OF 13 MD-SH5500-01 B' ' P.E.I7 58705 CERT.OF AIJTH.#29296 i INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN f INSTALLATION OPTION5 EMBEDMENT WOOD FRAME T ISSHEEBUCKSTRIP.SEE NITO2XWOOD FRAME OR EDGE DISTANCE ANCHORED THROUGH INTEGRAL F-- EMBEDMENT NOTE 2.THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEEP. I FIN INTO 2X WOOD FRAME OR O114"MAX SHIM 114'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE ❑� 18 LIGHT WIDTH FRAME 0 _ 1 DISTANCE PER SUBSTRATE, n I) SHOWN .1 SEE TABLE 2,SHEET 2. U --••- - -----� r-� o (SCREW SHOWN) 44 BALANTYPE CE111 00 EMBEDMENT I_t/4'MAX SHIM 42 WITH SASHEDGE o 1 �a TYP.ANCHOR TYPE, DISTANCE WEIGHT 30 EMBEDMDISTANCE PER D EDGESUBSTRATE. 31 O (� DISTANCE PER SUBSTRATE, I�JI SEE TABLE 3,SHEET 2. n� I n n 18 (NAILSHOWN) UD�o EXTERIOR 87 3 \a� ANCHOR TYPE, 11 �v\ INTEGRAL EMBEDMENT EDMENT AND EDGE O _ FIXED VISIBLE V FIN DISTANCE PER SUBSTRBSTR ATE, I FRAME SEE TABLE SHEET 2. FIXED 19 20 1 OPT.SASH TOP J-CHANNEL 'I LIGHT WIDTH VISIBLE J LIFT RAIL 1 SHOWN (NAILSHOWN) FRAME HE GHT-LIT ff9 i FOR ALL WINDOWS: NOTES: SHOWN I 1 ANCHOR @ 3.55" BUCK WIDTH 1- 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE OD 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 36°WIDE; OF SHEET 2.FOLLOW EMBEDMENT 114'MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. � ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2 8 3,SHEEP 2. SCREWS @16-318" INSTALLATION OPTION SHOWN MAY I 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL 1/4°MAX. HEIGHT 50 O 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF DRILLING SHIM SCREWS @ 8.3/8' USED INTO WOOD AS PER TABLE 2. SMS(G5).SEE 85 ,�— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, Dp�1 30 THAN 1.1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO I HEIGHT USE EITHER _ _ LATCH_(SHOWN) SUBSTRATE.WOOD BUCKS ---- --—--- — --- - -- --- ---- DEPICTED AS 2X ARE 1-12'THICK ------ - 86 18 LO BOTTOM OR GREATER.1X AND 2X BUCKS /� I OPT. LOCK(SHEET 3). Q C Q 65 TESTED UNIT (WHEN USED)SHALL BE DESIGNED FIN ANO/OR (2)1' 81 30 63 TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION;8518° TO THE STRUCTURE.WOOD BUCK �1D�o FLANGE REMOVED o WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NOANCHORS OR ARCHITECT OF RECORD. FRAMESHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 O SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL 'complying with the F101id2 114'MAX BEADING TO BEADING. ANCHORED THROUGH Building Cade I INTEGRAL FIN 0�� SHIM \111111171/1/ INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) Acc.p�mNo t? I FRAME SHOWN o ' Rewbn: E -ration Dnle 27°X 1.25'WEEPHOLE ``�\ ?O'uCENSF �(� ByD WICOVER@2.87" Q '•((� Adimni ada Product 38 FROM EACH END. �- I VISIBLE LIGHT FORMULAS No.58705 TYP.ANCHOR TYPE, - *:• •' EDGE DISTANCE _"D EMBEDMENT AND EDGE j WIDTH Drawn By: DISTANCE PER SUBSTRATE,-) -L @SASH:BUCK WIDTH-6-112" �� . I DescApllon: SEE TABLE 3,SHEET 2. @ FIXED LITE:BUCK WIDTH-4.3/8' �� .• STATED .((/-Z 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES JROSOWSKI yl EMBEDMENT .(� <(/I N.VENICE,FL 34275 (SCREW SHOWN) C� ''•F<ORIDP,. 'C Title: Date: HEIGHT(EQUAL-LITE) s ` (941}480-1800 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT2-3-15116" �'��iS�ONAL ENG�� SINGLE HUNG WINDOW INSTALLATION-_Lm 05/15/15 ANCHORED THROUGH INTEGRAL FIN 1Jl 1111111111 aoTIND STREB,I101G. Smles/Model. Scol.: Shoot: browing No. Rer. INT02X WOOD FRAME OR BUCK- A.LYNN MILLER,P.E. ALLWOM5�8tRW0 SH-5500 NTS 4O 13 MD-SH5500-01 B STRIP.SEE NOTE 2,THIS SHEET. RE.#68705 CERT.OF AUTH.#29296 7I8"NOM. —►{ 7/8"NO718"NOM. 7/8'NOM. 718"NO �- 5116"A/A PVB 5/16"A/A PVI3 I 5/16"A/A PVB I 5/16"A/A PVB 5/16"H/H SG 7116"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE----, 3/8"AIR SPACE 7/16"AIR SPACE —% 1/8"A GLASS--\ 1/8"T_GLASS 3116"A_GLASS 3/16"T GLASS 118"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7fi-79 78-79 78-79 i 78-79 78-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8"NOM. 7/8'NOM. 718'NOM. 7/8"No 7/8"NOM. �+-- 5/16"H/H SG 5116"H/H SG 5116"H/H SG I 7116"A/A SG 7/16"A/A SG 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR (E9— E3_ (E9__ 78.79 76-79 -- GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718'NOM. 718'NOM. �+ 7116"A/A SG __ 7116"A/A SG - I A�EX—TERIOR75 "_1 M.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 114"AIRSPACE fE 112"_14M-.GLASS 116 MAY NOT BE USED 3/16"A GLASS 3116"T GLASS WITH J-CHANNEL OR kil, INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 5,7 9.11 13 78-79 78.78 8 15 MAY NOT BE USED IN THE HVHZ ABOVE 301 PRODUCT REVISEDGLASS TYPE 15 GLASS TYPE 16 colingCodw th tlx Fix!a Oild•.ng Cude1111111/1 Aeecpteeca'_ 'Y LY '� Revision: pirotion tNNN ' /�(y` LICEN2Co l./= No.58705 =_ • '•. GLAZING NOTES: - • "A"=ANNEALED =-p *_ ® Description: Drawn 8y. TYP.GLAZING DETAIL "H"=HEAT STRENGTHENED -� 122 I�;'�� 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI 'T"=TEMPERED ® Off'., S7 TE OF (` N.VENICE,FL 34275 "PVB"=.090"TROSIFOL PVB BY KURARAY AMERICA,INC. (� F(ORIDP,.•'• (941)180.1600 ntia' Dote: SG"=.090"SENTRYGLASOBYKURARAY AMERICA,INC. �� S SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 G\ coPrtuorlroson Jill EN���` PCT INDUSTRIES,INC FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. /11111 I 1111 ALL RIGHTS RFst7�0 Sarles/ModaY. Scale: Sheet: Drvw(ng No. Rer. A.LYNN MILLER,P.E. SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OFAUTH.#29296 TABLE 4: TABLE 5: 018 TABLE 6: oI,.TYwo Design Pressure,IbeMt2 awe G hrplwn S.sew2m Design Pm......Mt. he Clow Type. Design Pres sure,lhsffe 6,4 7 a 0 Relnt Level RdNa®Wkldow R.nOe Pal WMaw Buck Wk ftm 8,7 as R1 Haly,t Sh- up1.48 52.125 F23 EpwHib 11.394 485.0 -711.0 •65.0 -70.0 +65.01.70.0 Relnt Lowl RelnE Lewl Slmgzd Cdtape 14.517.15.670 •85.0 -70.0 .65.0 .70.0 R2 Fm ell W,.d-,.d enh 0.I.. R1 For 96 vMd-e aae0 elz.e Eq.14b 11.567-14.518 •85.0 -70.0 +65.0 •70.0 SEE TABLE 9,SHEET 8 FOR 6bMatd P.,A- 11.377.11.562 •65.0 -7a0 465.0 -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T.IW.t 23.517-25-286 .65.0 -70.0 •95.0 -70.0 ANCHOR GROUP AND QUANTITY. Sldddd Cotta9a 20.958-23.516 •660 -70.0 +65.0 .70.0 Em 14116 17.517-20.057 4960 -70.0 +85.0 .70.0 SW.dwd P.4- 14.517.17518 +850 .70.0 +85.0 .70.0 0 Shdteet 11.377-14516 4610 -70.0 1 465.0 1-70.0 TOM 27.561-31.911 +65.0 -70.0 1•65.0 1.70.0 O.W.� ! 26517.71562 •650 7°.0 .65.0 •70.0� SbMWlep eM Cate 21 . 517-28.518 •850 -70.0 +85.0 •70.0 HEADER s0. E@6Heo 20.51743518 .65.0 -moo +Mo 40.0 O HEADER Sti d.d Plvl 17.517-20518 4810 -70.0 +65.0 •70.0 23 0.1-Sh. 14.517.17516 +650 .70.0 405.0 -70.0 23 Sro6wt 11.377-14319 .e60 -70.0 •85.0P7O, o T.IYsl 31.503.35.911 +950 -70.0 465.0Stud.,d CWtl 26517-31562 +650 -70.0 .05.0Eyw14Ib 05.517.26316 +650 •05.0 +65.0MEETINGRAIL 48 St-d P.A- 17.517.20.516 -MO .70.0 405.0 MEETING RAIL Qnbm filen 14.617-17.619 •850 .70.0 +65.026 0 Gbmsh. u517-14.519 485.0 -70.0 +05.0Shdlasl 11.377-12.516 +6.5.0 -70.0 465.0E)C7ERIOR p T.k.1 33.208-37339 485.0 •70.0 +85.0 EJ(7EI"TRICR Sle Conga 26.517.33207 +65.0 .70.0 +666 .70.0 IV 0 O 23 O Ep wlb 23.517-20.516 +85.0 -70.0 •66.0 -70.0 23 JAMBLlnlam Slaa x.611-23.516 •95.0 -70.0 •66.0 -70.0 JAMB 49.625 SbManl P-i- 17.517-20.519 .850 .70.0 465.0 .70.0 FJRERICR SASH Custdn Sloe 14.517-17518 455.0 -70.0 .85.0 -70.0 FJRERIOR SASH a HEIGHTanrdn slz0 16517-lisle +650 .70.0 .65.0 .70.0 a HEIGHT aronwl 11.38-12316 +950 -70.0 465.0 .70.0 Tdlaat 36,617-41.15" +e5.0 -760 +6.0 •70.0 SI.M.td Cotbp, 31.517-38316 +85.0 -T0.0 .65.0 -70.0 O 23 Equ.M* 26517.31510 .650 -70.0 .65.0 •70.0 23 Shndad PfWl 21517.29.518 4e5.0 -05.0 +65.0 .70.0 SILL D m cu.tom stn 20.617-23.518 +65.0 •70.0 465.0 60.0 SILL D C.-size 17.917.20.516 +05.0 •70.0 +65.0 -70.0 Cuabm 826 14.517-17.516 485.0 O .70.0 465.0 .08.1 - LLLJJJ Cu.bm SRe 13.011.14.519 +850 .70.0 465.0 E3 f5. 7.Sronwl 11.084-13.018 . 0 -70.0 46$.0 865 11 -NTNleal 39.617-41.644 •010 -T0.0 465.0 -70.0 Qsbm 82. 38.51749.519 +65.0 -70.0 +65.0 .70.0 Eglel-Ills 35.517-39.518 +65.0 -70.0 405.0 •70.0 75 Watom 6te 82.517.35.618 +e5.0 •70.0 465.0 -70.0 SECTION DETAIL FOR WINDOWS WITH s.MddPm4ew 29.517.32.516 +65.0 .70.0 .65.0 -70.9 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 cuaamsrte 26.517-29.516 +85.0 •70.0 +66.0 67.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE slbnwl 25.518-20.510 •65.0 -70.0 .65.0 8U5 REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 Equp9ts 36617-41.66 .eEo -70.° .6s.o -To.o APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS 84 Q 1-sza 35.517-39.518 .e5.0 •moo +65.0 67.3 CONFIGURATIONS) BlddadPm4ew 1 31.818-35.518 485.0 -05.0 +6S.0 86.5 PRODUCT RF.VISEL7 91.78 T.Ibal '•-41514 +65.0 -71X0 4656 80.5 U c6mr-4jug with the Flotidrl SEE TABLE 10,SHEET 9 FOR ANCHp OUP AND QUANTITY. funding C.& •'MIN.SASH HEIGHT=WINDQW b IbM7 50.138 7ic�F 1�N0' E E),dQ IUID ....IIJ v/v ......'• i� ReHsi6n: '� •'VICENSF Q�.•'� •.� � Miami 046 pr0du0t 4.;0dihu4/� * N0.58705 NOTES: t/� ® D6eerlPVon: Drown By: '• �' Imo' 1070TECHNOLOOYDRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �O,n'. ST 7E O !V. N.VENICE,FL 34275 �(�S'•.',°•CORIDP•.•'G��` (941}4861600 Title: Dole: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ON �`�� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 AL 1 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 1111111 I 111151 POT U6TRIEa,1nc. Series/Model: Scale: Shed.• DrolNng Na. "'A ONTHE TABLE. A.LYNN MILLER,P.E. ALL MOHM RESEWIM SH-5500 NTS 6 OF 13 MD-SH5500-01 B RE#68705 CERT.OF AUTH.#29296 TABLE 7: TABLE 8: Ola"TIM Bdkm1S"h ; GIB"Type Bdttlm 9"11 41$4@818 O6Ec4idlon 1019!+1'11 S"fi lNlgXt DealOn PreeNre,Iba7R 13871 O"C[b6m ivi9hxl Seth Heig`4 D!llgn PresaUre lbaRt7 Rein!.Lawl RetNe Wnabw R.W De) 1MM-...k WDN N Rein7.L". m"g9e @ wk4gw Range On) 3 Helgm Sbw Wl36 BucklYlg46N up b40 48 52125 54 ] Hdpnt Sngwn is 71 32 38 40 48 52123 54 c 23.5 Egw744a 51,394 ,70.9•110.0 770.0.110.0+700-110.0 ,703-770.0 235 Egw44d 17.388 70.0-10.0 +J0,0 4100 +70,0-110.0 •70.0-110.9+70.0-1440 70.01-110.0 170.0-710.0 KO.D1-103.0 StaMeN C084pe 1t517.15.e70 +70.0•110.0 +70.0-110.0 +711.0.110.0 +]0.0.170.0 SlaMard GaOaga 14.517.15.870 •70,11-110,0 +70.0-1100 -Tee-110.0 +70.0•110.0 +70.0-110.0 +70,0-110.0 +70.0•110.0 +50.0 2d EquaiJEe 55.503.48.516 +70.0•170.9 +740-710.0 +740-ttao .7OD•110.0 2@ Equd-id8 1.563.14.518 •70.0-IlDO +7¢0-110.0 -70.0-510.0 •70.0-710,0 •70,0-1/0.0 +]0.D-7103 +70.0-5103 •70.0SNnderd Preiow 11377.11.582 7703.110.0 +]00 .1100 ,700.110.0 ,700 .110.0 StaMard Pfp4ew 11,317.11.502 -70.0-110.0 7D9-110.0 •70.0-110.0 •70.0 -710.0 -70.0-110.0 -70.0•110.0 +700 -110.0 -70.0Tallest23.517.25.218 .70.0-5540 *70.0•770,0 +Tao-710.0 -703-770.0 T.Net 23511.25.286 -70.0-119.0 +70.0-110,0 +700-110.0 •70,0-1140 H40-1100 -740-174.0 +70.0'-110.3 +70.0 HEADER 20.858.23.616 ,70.0-170.0 +700•170.0 +70.0.710.0 .70.0 .110.0 6faMa7tl Cgaa00 2005-3.618 •TOA-110.0 •70.0-110,0 •70.0•110.0 •70.0.110.0 :0.0•710.0 •1D.0•1100 -70.0 •110.0 •70037.37$ Equi-ide 217.517.20.&47 r70.0 010.0 7700-5100 10.0 4700 7740•109.0 37.375 Equb•7tte 17517-20357 ,70.0 7700 +740-21100 •708-5400 +70.0-1753 :40-ri00 •79.0-770.0 :O.0-110.0 •70.06laMenlPm4gw 74.517.17.518 +70.0-770.0 +70.0.110,0 +70.0•110.0 ,711.0 1100 •70.0•170.0 •70.0•110.0 .70.0•7100 +70.0 170.0 -70.0•110.0 •70.0•110.0 70.0•110.0 •70.0Shadedi iL3TI.14.858 779.0•110.0 470.0•519.0 -140.107.0 +70.0 .10.7.0 84zlo 17o-0•11¢0 •740-11¢0 +70.0-770.0 :0.0-1de •700-110.0-70.0•110.0 •70.0-1074 •70.0 T.1.1 9.587.31.517 +70.0.110.0 +703 9B.D H0.0 •900 +70.0 •80,0 Te11"1 27.503.31.811 •70,0•110.11 •70,0-110,0 70.0•510.0 •70.0•170.0 -70.01-110.01+70.0 98.0 175.0 -0].0 .70.0 -0O.D Cutimn size 28.517.27.582;m.0.110.0 +ro.0 GtD.o 00.0-110.0 +ro.0.110.0 CUE7om sae 20.517.27.562 -70.0-1140 +70.0 -110.0 NO.o-110.0 •70.0-1103 -70.0-110.0 -70.0-110,0 •70.0-ilea Hge AlnA 0 MEETING RAIL S.,&mC o.ge 23,577.20.518 4m.0-1100 470.0-110.0 +704.110.0 +70.0.110.0 SIe00arOCaaage 23.517.26.646 .TD.O-11e0•7o.0_l,eO •740-110.0 ,70.0-110.00]0.0 410.0 -70.0-110.0 +70.0•1103 O b Equal4la 20.517.23.518 .70.0 1103 ,70.0•710.0 +70.0•770.0 +70.0 -110.0 66 Equd-1X4 20517 515 -70.0-110.0 +70.0-1100 +70.0-710.0 +70.0-710.0 •70.0-110.0 •70.0-110.0 70.0-110.0 HD.O.110.0 n SfiMard PraAcw 17.557.20.578 +7773-110.0 +70.0.710.0-70.0•110.0+"..a .1too 61810018P70- 17.517.20518 +70.0-170.0+70.9-tiDD -70.0-110.0 -leo-1103 -70.0-116.0 770.0-100 -70.8•170.0 .rag-10.0 27 Cwlom&4e 54.517.17.618 +70.0-170.0 .70.0.750.0 +70.0•710.0 ,70.0•770.0 Cuslgm See 74.517.17.515 +70.0-110.0 +70.0-Step •70,0-1709 +70.0-110.0 •70.0-710.0 •70.0•1103 +70.0•710.0 •70.0.110.0 MERIOR 6hgdgat 51.377.1t548 +70.17.510.0 +70,0.710.0 +70.0•707,0 703•t 03,0 Snonedt 11.377-74.578 -76.0-110.0 •70.0-110.0 •703�ItD.p x70.9•110.0 +70.0-110.0+78,0-110.0 NO.o-107.0 •70.0-M20 7eDeat 37.587.35.811 +70.0-110.0 +70.0 4183 +10.0 .93.0 470,0 40.0 Te0ee1 3I.S3-35.911 +700-1103 •700-110.0 •70.0-110.0 +70.0-710.0 10.0•110.0 •740 98.0 HOA 43.0 •70.0 903 SbMaed Cogage 28st7-37.582 .704.1103 +711.0 4100 +740-110.0 0743.1100 6t4Mwd Cc88ve MAI?•31.682 •70.0-110.0 .700-110.0 70.0-110.0 .70.0-770.0 +7Q,0.170.0 q0.4-110.0 +70.0-170.0 Kea-10.0 JAMB 25 Equal.11te 20.517.26.518 +70.0•110.0 +70.0•710.0 -70.0•11 DA -70.0 .110.0 Equ24Xe 20.617.28.510 70.0.110,0 +70.0-110.0 •70.0-110.0 •70.0 •110.0 70.0•110.0 10.0•110.0 10.0•110.0 •70.0-11 D.0 48 Standard Size-z 17317-X3618 7103-1103 870.0.119.0 -70,0•it00 +740.100.0 w StmWafdP?Ww 17.517-23.516 +740-110.0 •709-110.0 •700-110.0 .70.0-1100 -70.0-1100 K40-ll6.P +7p.g-510.0 Ko.O-510.0 EXTERIOR SASH custom Size 14.517-17.510 70.0 •170.0 +10.0•11¢0 +70.0-710.0 +70.0•170.0 custom Size 10.517-17.516 •70.0-110.0 .70.0-110,0 -70.0-110.01.7 •710.0 :0.0 •110.0 •70.0•110.0 10.0-110.0 •70.0•110.0 a HEIGHT GualOn151;4 12.517.74.518 +103 •170.0 M. •170.0+70.0-519.0 +70.0-5103 C45tem See 12.S17-14.516 170.0-110.0 +79.0 X110.0 +70.0-150.0 +70.9-0103 70.0-5180 +74.0•779.0 HOA-110.0 •70.0.110.0 SMded 1L37T•i2d18 +TOA 010.6 +70.0-110.0 +70.0-110.0 +70.0 -77¢9 SECTION DETAIL FOR E sngde6t 1v377.12s76 •ro.o-710.0 .T9.D-10.0-70.0 410.0 KOA-imA 770.0 410.0 +T¢a 810.0 KD.a-710.0 Ko.g-ng.o - Tdlast 33.208.37.630 +roA-110.0 +70.0 463 +70.0 •050 +70..0 4103 pq T"M 33.2DO-37.536 •70.0-110.0 .70.0-11D,0 •703-1700 •70.0-1100 -70.0-110.0 70,0 99.0 -70,0 43.4 +70.9 903 WINDOWS WITH S1eM,ud CotieOe 28.517.33.38 .70.0•5103 +M..0".'Ilao,70.0-010.0+Tao-Ila6 33207 •TOA-010.0-70.0-110.0 70.0-770.0 -703-110.0 -70.0•11¢0 770.0•710.0 •70.0-11D.D :00-11a.0 LEVEL 773 REINFORCEMENT 25 � StaMatd Cpgava 28.517- EqueHae 23.517-2B.616 -70.0-110.0 +70,0.110.0 470.0•110.0 +Me.11a0 Equd4l0 23.677-28518 170.0-110.0 •70.9.710.0 -70.0-110.0 -70.D-110.0 •70.0-110.0 +70.0-110.0 •70.0-110.0 KO.a-71x0 Y49,625 Pntamsixa 20,5ST•73.5M +70.0-110.0+703.{100 Kao-470.6 170,0-210.0 a CQD..seo --0517.23.516 +70,0-110.0 770.0 410.0 +70.0-570.0 •70.0-110.0 •70.0 Mae •70.0.110.0 --M.0-116.0 •70.0•710,0 &GLASS TYPES 8-16 _ SmMxd PrrMaw 17,617.10,510 70.0•110.0 +m.D•110.0 +70.0.110.0 +70.0•110.0 AY'@6 M.M.rdPmdew 17.517.20.510 •70.0-710.0 070.0-110.0 •70.0•110.0 •70.0•110.0 +70.0 •110.0 -70,0•710.0 •70.0-1100 ,10.0-1100 $ILL REINFORCEMENTS SHOWN Cvniam see 14.347.17.518 7700-1503 +70,0.5100,70.0•170.0 -MO 470.0 ; Ct58pm SU9 1.517.17.576 -70.0-110.0 770.0-110.0+700-1100 -70.0-110.0 •70.0-1140 -7ap•110.0 +10.0-170.0 770.0•5100 (REINFOIN RES CEMENT$APPLY QrEWm SIY4 12517.14618 ,70.0.110.0 +70.0•10.0 +70.0.10.0 -70.0 .110.0 Cu8lgm 9be 12517-74.510 •70.0•1aD 700-10.0 -ro.0 •10.0 •70.0•10.0 •70.0•10.0 •70.0-110.0 :O.D-10.0 *TaO-110.0 TO ALL CONFIGURATIONS) Student 11,377.52518 -70.0-110.0 +70.0 -7100.1040-100 -70.0.1703 Sngdo-ES 1/,377-!2.518 70.0-10,0 -740-110.0 +70.0 410.0 -7¢0-1140 •703.110.0 •70.0-1t0.a 7M,0.110.0 .70.01.110.0 Tallest 38.517.41.861 +70,0.110.0 -70.0.110.0 +70.0-7100 +70.0-110.0 T91Het 38.517-41.6U K00-510.0 +70.0-11D0 •70.0•110,0 .70.0-110.0 .70.0-110.0 70.0-710.0 +70.0-1700 •703 •D5.7 SSaMak Cgnage 31,517.38.818 +79.0-i 50.0 +79.0•H0.0 7103-170.0 X70.0-510..4 StaMaiq Cdtaga 31.517-3e546 *7040-510.0 •!0.9-150.0 79.9•106 •70.0 810.0 700-110.0 70.0-110.0 170.0-7005 •£9.a-103.0 0 Squd4114 28577.31.510 +70.0.110.0 •70.0•1100 +703.110.0 -70.0 410.0 Equd4ile 28,557.31.518 +70.0-1103 •70.0 -i1D.0 •70.0-170.0 :O.D 410.0 -70.0-110.0 •70.01.110 0 •70.0•107.9 +70.0.7024 Smndad PrOAaw 23577.28.518 r79.0•119.0 703•750.0 +70.n.1100 +70.0-0703 Slantlard PLRlew 21.517.28.51d +70.0-1740 -70.01-110.0 .708-110.0 •70.0•77DA +70.0•510.0 +ODA•1108 r7q,0 •170.0 1700 •5052 82 Llstgm sin 2D.517.23.518 +70.d •110.0 .70.0.110.0 +703•110.0 +705•1103 62 Cudem see 20.517.23.516 +70.0-110.0 •70.0 410.0 .70.0-110.0 +70.0 47.00 •70.0.110.01-70,0-110.0 •70.0•110.0 •70.0 •107.0 Cuabm SlLB 17.517-2D.516 .70.0 •110.11 +70.0•110.0 +10.0-110.0 +70.0.110.0 Cutdgm 948 17.517.20.518 +70.0-110,9 •70.0 •1103 •70.0-110.0 KO,D•710.0 70.0•110.0 4703-178.0 •703 410.0 •740•190.8 C+mtom Sia9 50615.11.318 +70.0.110.0 470.0.110.0,7040•110.8 ,740.110.0 CUattlm BUB 14.677.17.516 70.0-110,0 •70.11 4510.0 .70.0-110.0 .70,0.708.0 770.0-1028 +70.0•700.5 •70.0•100.5 •70.0•1003 Cuabm Sl;e 13,01].14.510 +70.0 .170.0 +70.0•710.0 -70.0.770.0 +70.0 •770.0 Cu57am SILa 13.017.14.516 •]0.0-110.0 70.0•170.0 +70.0•106.2 170.0-700.7 +70.0 97.7 •70.0 -04.1 K0.0 -04.4 •70.0 44.8 17.886.13.61@ +703-110.0 +70.0-710.0 K0.0 4183 776.0•510,0 _ ShaReet 57.668-13.018 070.0-103 -70.0-10.0+70.0-ttt2.8 778.0 47,0 •7040 43.3 Ka.a 40.1 KOA 80.0 KD.O 40.0 Tall"! 38.517.41.841 +70.0 .170.0 +]40.710.0 »70.0•170.0 +70.0 .170.0 Tallasl 39.517-41.661$-7 0 +70.0-170.0 +,7,.01-,lo70.0 +]0.0•110.0 •70.0 -170.0 .70.0-71 D.0 170.0 -101.5 10.0 90.0 - - Cusbm5lze 3&517.38,578 +70,0-119.0 +70.0-110.0 -70.0•i1D6 +70,0-110.0 Cudgm SUO 30.517.3Sb7B +70.0-110.0 -50.0 770.0-510.0 •70.0-t10.Q •70.0 451¢0 770..0.101.7 K0.o -003 -- - - - _--- -A�-- - EgUel411q 35.517.38.518 770.0 -110.0 +]0.0 .710.0 +10.0•170.0 +70.0.110.0 Equal-1X0 35.517.35.516 +70.0•110.0 •7D0 410.0 .10.0-710.0 +70.0•510.0 •70.0-10.0 +70.0•100.4 70.0 95.0 75 CUEiOm Ske 32511.35.578 *7d.0.110.0 +70,0.770.0 +70.0.5103 +70.0-770.0 76 Cuatvm Slee 32317-35alii 0 470.0-170.8 +76.0-1146 +70.0-7743 +TAO 4100 •7040 415¢0 -70.0 300.7 H.a 95.2 6taMaN PrLnMsv 28,517.32.618 +70.0 .710.0 +70.0 •110.0 +70.0•1117.0 +70.0 •110.0 Stallard Pr0.law 29.517-32.516 0 •70.0-110.0 +70.0-110.0 10.0-7100 •70.0-110,0 •70.0•109,8 K0.0-101.8 .70.0 48.1 /103 +740•1140 +700 -110.0 Custom seg 2@.617.2@.518 -7OA-110.0 709-107.8 •70.0-1023 KDa 9H,9 -700 46./ •70.0 ADd 1170.0 4@,4 SMrtesl 25.516.28.518 +70,0 -1 tee 700-11DA -70.0 4ID0 +70.0 .110.0 51101106! 25.510.25.510 •70.0 •110.0 70.0 -110.0 .70.0•104.8 +70.0 401 70.0 -05.4 K0,0 924 +70.0 428 K0.0 -02d EqualAle 3&517.41.866 070.0 .7111.0 +70.0•110.0 -70.0•110.0 -70.0 .110.0 Eq.Hll6 38.517.41.681 •70.0-7193 100 47/03 •l0A-150.0 +70.0-110.0 +70.0•10.0 -70.0-Mae +70.0 98.7 .leo 54.1 GLASS TYPES 9 THROUGH 86 Qnbm slag 35517.38618 .70.0 -1140 +70.0.10.9 7703-110.0 -ro.o 4ID.0 B4 Gu6itlm SlLa 35.517-38.516 •7040 410.0 Ko.o-10.0 Ko.a-laze •704-12.4 170.0 -96.9 loA -96.0 ,]o.D 46.4 •TD.O 41.8 16 MAY NOT BE USED WITH SlaMard PiMew 33818-35.578 .710,0 +70.0.110.0 +70.0.110.0 +70,9 .110.0 SIeIl0aN p7algw 33.618.35.51@ +70.0-10.0 K0.0-510.0 +79.0•7026 703 47.0 •70.0 93.3 •10.0 90.1 •70.0 40,0 10.0 40.0 ,I-(`HANNEL OR ltljTE(a•RAL P}2(}j,+jj{•')•REVI$SZ! 97.78 TaS"t ^-47.844 ,70.0.SMA +]0.9-170.6 +705-10,0 +740.110.0 g7.7H Tallest •*-17.881 -70.0-104 KO.p-10.0 •70.0-7026 +10.0 470 +70.0 93.3 10.0 $6.21 4)640 40.0 +70.0 90.0 i FIN FRAMES :s PRODUCT RISVISE=Floridn SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. F7uildiag C971e -`MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 Aaa Tao J � •�� RnNaion: FIY{irat an na e ocENSF ♦t' Mdnini ado Product G»itro4 No.58705 NOTES: f.` 7i' @ Delprtpt(on: D7onn 6y: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME, %�S'. ��� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKi 0 STAYE OF W1 N.VENICE,FL 34276 2}FRAME DIMENSIONS ARE BUCK.SASH HEIGHT 1S AS PER THE FIGURE. �s'•.FLORtDA •'G\C��� (941}-08tY1500 77Hr, UTfe: 3)FOR SIZES NOT SHOWN,ROUND UPTO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 7i�S�Q �.N t�� coPTRloRro2a1T SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ON THE TABLE. , t 171 MIRI ---- - A.LY�til ILL�R,P.E. AU.RXIMS IMSERVEO Serira/AMdek Spak: Sheet Drvw7nq Np, Rer. __ PP,#58705 13 MD-SH CERT.OFAUTH-#29298 SH-5500 NTS 7 OF 5500-01 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •. . :•,•:. 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�• • Ii�(i�ff�i I 3.500" 3.500" 3.500" 3.500" ��--- .062' .062' .062° - - .062" as1.483' as � 1.483" D 1.483" a � 1.483" .070° II .080" � 1.184" 0 .810. t•+- I ❑ �❑ .715" .070'� �❑ 0 .810 .625" NELFRAME •625' FLANGE FRAME FIN FRAME EQUAL LEG FRAME 1.185" h!- 1.375" O HEAD/JAMB O HEAD/JAMB 1.375" O HEAD/JAMB O HEAD/JAMB LIGHT SASH HD SASH -- 23 REINFORCEMENT 25 REINFORCEMENT 3.483" �•{ 1 070" -►-��+- 1.182" I-�- 3.483° 3.483" -�{ 3.463° .070' -►II+ .062' --Ifs- .osz OI .osz 1.036" 1.041" D n �� -��- .962" � .79,• Clllll .130" 2.444" 2.444" 2.444• ,.331' r- --rl 1.340"aaad2444" 26STANDARD 27 RHD MEETING EINFORCEMENT MEETING RAILL"4r-ju �O�❑ ��0�❑ ��--�1��❑ REINFORCEMENT u � a�oo❑ .625" FIRA.E NNEL '625" O FLANGE O FIN FRAME EQUALLEG 1.375" 1.375"SILL FRAME SILL SILL FRAME SILL 1.872" � �-•� 1.641° _ _ _--_ ___._ __ T 1215" .974 2.100' 1.472" - 1.565' _ _2.176" 1.830' yI _ _ _ ._.___ _ ILyL_ .065" .065° 1.375' 1 o O .590°(�`-((� .347" 06 -� .355' ou LLLSSS 222111��� .050" .050 .035" .070" .070" FIXED 1• 1'000" I� BALANCE SASH STOP LIFT RAIL LIFT RAIL BEVELED BEVELED 14 MEETING RAIL ,6 SASH RAIL 17 COVER ,8 SCREW COVER ,9 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED a.complying with the Florida Building Coda \``nt u r l f il�� .nox:aptaacallo 17•b •gs?0 ,........ 07-1.1.. Crpieetieo Data .316" .300• +- �1,.•' VICENSF ��� : HgtP1 +{ 864" , - Q'r' ',fnP% D4tov: a5>sn n .754" .750' '�•: No.58705 .035' -`-�-}II- .025" -►{�-T} �G2_. Deecriptlon: Drawn By. LAMIIG EXTRUDED ROLLED I}`•40 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI OT ATF F 4 N.VENICE,FL 34275 72 BEADING 80 SCREEN FRAME 81 SCREEN FRAME ''•�,<ORIDP,, Ptle: Dote: S (941}480•1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 rnCOrNYo00KT020i17 - par..ALLPiGTSRE '-. ��es/Model: Scale: Shoat: Orawing No. Rev: A.LYNN MILLER P.E. SH-550O NTS 11 OF 13 MD-SH5500-01 8 P.E.#58705 CERT.OF AUTH.N29298 SILICONE HOT-MELT BUM TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Materla 1,cont STRUCTURAL . SILICONE 3/16"NOM. AM # Part# Description Material # Part# Description Material POLYISOBUTYLENE 114"NOMWITH i 1 620101 Single ung Frame ead&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism SteelWITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 1 Sweep Lack Cast Zinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal LegfBox PVC 48 76X1180PTX#6 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 Lock Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange PVC 50 776X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS 78 4SG TPS 77 SPACER®NXT TM 16 620129 ISash Rail(Sides,Top&Bottom) PVC 54 420183Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc BUTYLENE —5116"NOM. 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC 5/16"NOM. SEAL 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL 8 SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEE 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SST•GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 778586 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS NT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(718"x 1"x 1/8"),85+/-5 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Intedock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s DURASEALs T" � 79 XL EDGE 36 78X3THPX #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 Plato 6063 T6 Al 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 IWeep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)0000( Constant Force Balance 64 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 3/4"Ph.FH SMS(Can.Force Balance Screw) SS 85 7CASPM Tension Spring SS 742_ _ __Spiral Balance _ _ - _ 86 61816048 Screen Cloth Fiberglass - - ---- - - - - - --- ----- - - - -- -- ------------------ 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 7BX114FPAX#8—x1-1/4'Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material --plying RB Vit ED es cplyie�widh it.F4x-ida 76 Kcmmerling 4SSee this G TPS Spacer System Au PIBCoae AccepWnco No�?D4+3O.O$ Irl n e 77 Quanex Super Spacer nM E - tinDW with Hot Melt Butyl Sheet for ♦�,",jNY LYN/y �'� Reveres: DT 'la?D 78 Quanex Duraseal Spacer Materials �'�'. co�gt- 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 *; No.58705 = * ® I'M ay: f Deecrfptbn: Q` 107DTFC14NOLOGYDRIVE BILL OF MATERIAL(BOM) J ROSOWSKI •' STATE OF N.VENICE,FL34275 i�t�s'••;r,�ORIDA,.••G���`' (941}4eo-1e00 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 i S 7 ♦ coprworrzoan7 NOTES. ON EN�♦ v/ AL `1 LMT LFU aDValfa=_s,wR Sroy; Sheet: Drawing No. Rer. 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. LYNN MIULE11 ui wwrrs RE8ERv6o SerieeSH- 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. A.LYNN MILLER,P.E. S H-550O NTS 12 OF 13 M D-SH5500-01 B P.E.#58705 CERT.OF AUTIi.#29288 OPT.SWEEP LOCK 46 48 OPT.AUTO LOCK 18 47 20 @0 R 58 qg 85 0 51 OR 52 45 OPT.PULL RAIL 22 82 OR 84 56 87 OVER <> 86 19 INTERLOCK& OPT. 21 BEVELED MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 16 0 &COVER FRAME WELDS 18 54 7DX4 16 72 X4 53 80 ORS 14SCREEN 'Vo 5 IZ ASSEMBLY 49 60 OPT.PULL HANDLE 6A WITH LATCH DETAILS 41 CONSTANT FORCE 5 OR 83 7 --@BALANCE /_ 9 OR OPT.PULL 40 OR 43 42 43 SPIRAL:BALANCE HANDLE 63 16 67 MITERED FRAME WITH SASH- INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS DETAILS —@ 59 EXTERIOR -------------------— - --- ----- I------- AP�eOoD. UpCyTinU W ISED 5 - Fl5;8 TO Bq[ CE 53 BdinglCode ilh the F l.hdPa ----------- ----sonI I I II ------- '� , pate FRAME LYNN Rev cion: ASSEMBLY nn'. ,0 DETAILS No.58705 Description: D-By: EXTERIOR 1070TECHNOLCGYDRNE EXPLODED ASSEMBLY J ROSOWSKI -0 TE 0 N.VENICE,FL 34275 77V.: NOTES: ,;�V' "'e: -1600 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. • (941 HBO SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 2)J—CHANNEL FRAME SHOWN.PARTS#185.OTHER FRAME TYPES APPLY. S.dslmodd. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 87. A.LYNNlt 1111 11111 ALL RIGHTS RESERVED MILLER,P.E. SH-5500 I'N'T:S 1 130F13 j"MDfn`iSNH5500-01 B 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P E.0 56705 CERT.OF AUTH.#29296