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HomeMy WebLinkAboutProduct Approval BCIS Home I Log In User Registration I Hot Topics Submit Surcharge Stats&Facts I Publications I Contact Us Florida TO-, . Product Approval USER: Public User Product Approval Menu > Product or Application Search >Application List IS a A Criteria Code Version 2017 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results*A lications,: k ' F1 Ing Manufacturer - ' Validated°By_ 1 FL239-R26 Revision PGT Industries Miami-Dade BCCO -VAL History Category: Windows (786) 315-2590 Subcategory: Single Hung *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone.Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.-QRyy_ight 2007-2013 State of Florida. :: Privacy Statement::Accessibility- Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a pub electronic mail to this entity. Instead,contact the office by phone or by traditional mail.If you have any questions, please cor Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455, F.S. must provide the I if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the Department with an,email address which can be made available to the pL licensee under Chapter 455,F.S.,please click here. Product Ap proval Accepts: � 0D tm Credit Card Safe �:. .. �� t ..... ..4� ... i..��•i .. .i 1." .. '�}...I..... I ��.� I3CIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I E Florida Product Approval r 102 Public User ((, 5 Product Approval Menu > Product or Application Search >Application List>Application Detail FL# FL239-1126 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be 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 Ext21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Validated By Miami-Dade BCCO -VAL Referenced.Standard and Year(of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A "'. Date Submitted 09/25/2018 Date Validated 10/15/2018 Date Pending FBC Approval Date Approved 10/25/2018 5umma- of Products •- ,. - , fL'# Model,. 'o r Name.Numbe Description. 239.1 SH - 200 (Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063002.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expira, Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions hx Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063002.pd (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 HUH2q Yes :: FL239 R26 C CAC'17063007.pdf Approved for'use outside HVHZ:_Yes Quality Assurance Contract_Expira, 5 Impact Resistant: No 01/26/2021. - Design Pressure: N/A 2 `..- J 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 Createdby.Ind'ependent 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 Expira 3 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 (Largea Missile Impact): Multi-Story'Aluminum Single Hung Wii Limits of Use ;" Certification Agency Certificate 9 cy Approved for:use,in HVHZ:Yes FL239 R26 C CAC 17063008.Rdf Approved for uuse outside HVHZ:Yes Quality Assurance Contract'Expilra' Impact Resistant: Yes 05/.03/2022 Design Pressor,"e: N/A. Installation Instructions Other: Please see Miami-Dade,County Notice of Acceptante FL239 R26 II 17063003.pdf (NOA)for product,performance information',anchorage details, : Verified By:--Miami-Dade.BCCO`- CER ah&anchor type';:size, and.spacing'information. ;_ Created by Independent Third"Party:,, Evaluation Reports Created by Independent Third Party:: 239.5 SH - 800 (Small Missile Impact) Multi-Story Aluminum Single Hung Wii ' - . � •. . . .. ' . . r .. ., ,. . ... .. .. �'�' '. � ' . - r .. >. - , . ,��: .. ' . ....'.r'r 4.. .. s -.. a.c - �... _. ' r r' ... f.. _ _, . :�. .. . i �. <�(:' .,is .,i. c � �tl F., r.. .� �. n �c r •. � � t� �.r.n. r.. ,Y ^ - 1n ! ., k. J ... �.,1.r� ' .. �. i •�' 1 - r ....... t � t � .. _ <, Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 17063004.pd� Approved for use outside HVHZ: Yes Quality Assurance Contract Expira, Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063004.{Zdf (NOA) for product performance information, anchorage details, Verified By: Miami-Dade BCCO - CER 4. and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239 6., - SH-5400 (Non-lmpa'ct)._" ; -. Vinyl Single Hung.Window . Limits of Use Certification Agency Certificate Approved,foev'se in^HVHZ ,Yes FL239 R26 C CAC 17063006.pdf Approved for use outside HVHZ:`Yes Quality Assurance Contract Expira, Impact Resistant: No 07/30%2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance" 171-239 R26 II 17063006.12-df for product performance information; anchorage details- .Verified By:"Miami-Dade BCCO - CER: and anchor type;'size; and'spacing;information.. Created.b Inde endent Third Party Reports. v _ Evaluation R its . �, Created by Independent Third Party: 239.7 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 17063005.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expira, Impact Resistant: Yes 07/30/2020 ' Design Pressure: N/A Installation Instructions =, Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 11 17063005.pdf � r (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: -t Evaluation Reports Created by Independent Third Party: 239 8 , ;, SH-7600A (Non-Impact) Aluminum'•Single,Hung Window:. Limits of Use ; Certification Agency Certificate Approved foc;use, in,HVHZ'Yes FL239 R26 G CAC 18-0430 07,odf'' Approved for use outside HVHZ: Yes- `. Quality Assurance Contract Expira �3 Impact Resistant: No 08/23j2023 s Design Pressure N/A n 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:s Evaluation Reports Created by Independent Third Party:, 239.9 iSH-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 Expira, Impact Resistant: Yes 08/23/2023 fi Design Pressure: N/A Installation Instructions M 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 Pa Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone;_850-487-1824 ..a' �. :, ... .. . . . �. � _ ,.t ,_.,.. ..., � .. a' .. �. ,., . . .i.y'� .� ... .... .. .... ... T. ... _ :1._ .. ... r .. ;:. The State of Florida is an AA/EEO employer.QRyright 2007-2013 State of Florida. :: PrivacyStatement :: AccessibiW_5 Under Florida law,email addresses are public records. If you do not want our e-mail address released in response to a pub � P Y Y P electronic mail to this entity. Instead,contact the office by phone or by traditional mail.If you have any questions,please cor Section 455.275(1), Florida Statutes,effective October 1, 2012,licensees licensed under Chapter 455, F.S. must provide the I If they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the.Department with an email address which can be made available to the pL licensee under Chapter 455, F.S., please click here. Product Approval Accepts: IT w"6'^ REM �cr`�� , Credit Card t Safe 1 MAAMMF ADE MUM-DADE COUNTY NNEW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMJWSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gayleconomy 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 AHD(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,-the manufacturer will incur the expense of such testing and the ANJ 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`ASH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SHS500-91.titled"Single Hung Window Installation- LM", sheets I through 13 of 13,dated 05115115,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MfAMF ADE COUNTY NOA No.17-0630.05 • ,® Expiration Date: July 30,2020 t /2a�1 rt Approval Date: November 30,2017 (/ ! Page 1 r Vy now 4 :10, >*f I r PGT Industries,Inc- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15--0519 OS) 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static.Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXT m 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. 16-0714.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0S19.05) 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. 1 S-0519.05) C. CALCULATIONS 1. Ancbor verification calculations and structural analysis, complying with FBC 51b 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. S- 9.05 Manuel er P.E. Product Contro finer NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 �: ,. - �� �,. �. � ;t , . f .. .. � ., 5 .. j . . � ,. � d ,. � � 1. _ .. Y I _ _.. _. p. ..r.. I I. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNTun a xD) 2. ' Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). I E. MATERIAL CERTIFICATIONS(cowpaxD) 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 5th Edition(2014)and FBC 6th Edition(2017),dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.03) G. OTHERS 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 Pere P.E. Product Con to E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 � � F� .�. -` ,.. ., _ � ., ?• � � _ � ., i � i �. ;.i� � _ ANCHORAGE EXAMPLE FOR �28-1/8'MAX O.C. 21-518• �~ ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 94'MAX.BUCK WIDTHJ FORARCN-TOP HEADER(SIM. - 12^MAX.FROM MAX D.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE FOR ALL FRAt!iME SEAM _ 4 30' 12"MAK• / / WNDOWHEADE (TYPES)RALL LEVEL,SEE SHEETS 6.7 IMPACTRESISTANT WINDOW TYPES) // SHEET 3~ .� MAX O.C. ,( / -( 10°MAX.FROM 52-1/8°MAX.BUCK WIDTH tI B.SEE ,,,�I A.SEE — SEE SHEETS SHEET 3 -30'MAX.O.C. 12"MAX SHFJ:T 3� FIXED VISIBLE 12•Z X' / FRAME SEAM D,SEE!._ 8&B LIGHT WIDTH SHEET 4 B,SEE SHEET 3 12• SHEET 3 30'MAX D.C.-►•L—' 1T MAX C.SEE FIXED SHEE74� / EE EQUALLY / VISIBLE 17-718,MAX O.C. 9HEE731� / 12'MAX.1 / EQUALLY 17.718'MAX.O.C. ANCHORS PER ANCHORS PER / —SPACED � TABLES 9-11 HE". �_ EQUALLY / 77-7/8'MAX O.C, LES>}11 81.w SPACED TAB / 0 O MAX ANCHORS PER � 84• MAX HEU� 7ABLES 9.11 I�X O BUCK �— HEIGHT X UP MAX.O.C. BUCKWJINOANCHC.>RSATSIuLL 10°MAX O.C. 10°MAXIO.C. BUCK AS SHOWN 4 HEIGHT X y HEIGHT X (91.78' ��yyy._._.— ASH_ 13-33W MAX O.C. MAX.)FAUALLV / 13-3/4^MAX O.C. EQUALLY13-3/4"MAX.O.C. EQUALLY /SPACED /� __L SPACEDSlBl.E SPACEDANCHORS PER ANCHORSPERIGHT _ ANCHORSPER SEE TABLES 9-11 ( TABLES9.11IGHT TABLESB-11 SHEETSAA �A8&86.10MAX •&12'MAX. _ 6-1YYMAX OkiCHO ATSU B 54NMAX.BUCK WIDTH BrYlNOTCH DET�, NOTCH DEI'AlLS, B 54'MAX.BUCK WIDTH -�NC S DETALS, O�— 1-1/4' —"Iv SEC SILL NOTCH DE7AILSR,SHEET3 gHEET3 sHEET3 SHEET4 ELEVATION FOR TYP,EQUAL LEG FRAME ELEVATION FOR TYP-FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75°HErGHr SEE TAMES all (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH4 GENERAL NOTES..,..._.................-....................1 2)SHUTTERS ARE NOTREQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE WIN THE HVNZ,THE OUTBOARD LATE(CAP)MUSTTEMPERED, ELEVATIONS.....-...........-...........3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMWADE COUNTYAPPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, """""••'" 1 FRAME,GLASS&ANCHOR OPTIONS.................2 4)AL C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN,KEI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGMX....3 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE 70 BE CONSIDERED 1X INSTALLATIONS.1X WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&JLHANNEL..4 DEPICTED AS 2X ARE I.1/2'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN INSTALGLAZINLATION, INTEGRAL AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). .............-•--.......5 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 DESIGN PRESSURES ............. SHOULD 6-7 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES....................................... BAG 6)114. MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES......................................11 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST.................................12.13 Al NEGATIVE DESIGN LOAD$BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES)STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION a DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE-THE 33-1/3%STRESS INCREASE HAS NOTBEEN -ASTM E1300-09 USED IN THE DESIGN OF THIS PRODUCT-THE 1-6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSVAF&PA NOS•2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, *ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT RBVISBD 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI$100.12 as complyingwitbtle FbrMa 10)REFERENCES:TEST REPORTS FTL-7964&7966:ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHFTE&BRONZE/LIGHTER •AISC 36().10 B�nI'fm@ Codr �1 SHADES OF CAP COATED PVC EXTRUSION NCA'S:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSYAF&PA NDS&ALUMINUM DMIGN MANUAL Acoegtmioo ldn 1!' a.O,y 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 1 / Rm„y % ra Date Q�►jj) tY/yw USER INSTRUCTIONS: UPDATED TO FBC 2017.-JR- r `.�'l�.'�LeEIvgF�/!/�.� �r�I Pros#c1 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7- � •,p 06/06A 7 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TA13LE82 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. *? 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW Doser�dan% Drunn BY- OPENING OBTAINED IN STEP 1. (� a-'� I�• ;Q'` 1D70 TECHNaooY DRNE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR '{, 7E N,VENICB,FL 34275 Dotr YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. '� -•• - Tom"% 5) INSTALL AS PER SHEET 3 FOR 7HRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTAWLLA710N, ��i�lCSs�'.`?�oRicp"NG\�� roa1 ' 0�7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 70N����``� IgTItOU9TA�A1C. Sod-/Alo".- Seale: DmNrtp No. Rev INTEGRAL FIN OR EQUAL LEGIIBBO ETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A LYNN I LLER,P.E. � = $�•I-rj500 NTS 1 OF 13 MD-SH5500-01 B P.E.#5MG CERT.OFAUTH,S2 6 ,, � y, '_ - .- � .. .' . � - + ' ,. � � �'is _ _ .. ,J �. .. J _ .. f .. .. _ ` 1 �t �_. ... L ..' TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame amass Description Possumon(Elated from Exterior to Interior) Table R 9haH N Types Options Conflgs Shapes Installation Options that may W aced Type (see Fig B) (see Table 1) (see Fig A) (see Fig C) 6 718•Laminated I.G.:1/8!A Exterior Cap+7/t6'AlrSpace+511T Laminated;(2)Lites of 1/8°A Glass with.090'PVB Interlayer 4,5 6 8 71W Laminated I.G.:1/8'TExterior Cap+7/16'Air Space+6/16'Laminated;(2)Utes of 118'A Glass with.090'PVB kdedayer 4,6 5 Into 2X Wood FramdBueketdp-sheet 3,option 1 Equal-Lite, Squ°rrJRecL, ��2 7 71W Laminated I.G:3M(r A Exterior Cap+310'Air Space+5/16'Laminated;(2)Lites of 1/8'A Glass whh.090'PVB Intedayer 6 6 Range 5-16 OrldlPnMew Arch-Top& Through the insure ....Into Concmte/CMU-sheet 3, 8 718'Laminated LG.:3118•T Exterior Cap+3I8'Air Space+6/16"Laminated;(2)Utes of U6"A Giese with.090'PVB Intedayer 4,6 6 ( ) 8 College Redua Top of the window through 1XBuekatdp Into ConcmtelCMU-sheet 3,option 3 9 718°Laminated LG.:1/8'A Exterior Cap+7/16'Air Space+51IW Laminated;(2)Utes of 118'H Glass with.OW SG Intedayer 7 7 ....into Mete)•sheet 3,option 4 10 7/9'Laminated I.G_1/8'T Exterior Cap+7/16"AlrSpace+5/16'Laminated;(2)Utes of 1/8'H Glees with.090'SG Intedayer 7 7 Box/ Espial Use, Square/Rect., ....Into 2X Wood CMUFram-shees3, -sheet 3,onion 1 11 7/8'Laminated LG.:3116•A Exterior Ca +3/8"Air Space+EMS'Laminated;(2)Lites of 1 W H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-10 OdeLlProlew Arch Top 8 Through the karrte ....into Carcote/CMU-sheet 3,option 2 12 71W Laminated I.O.:3/16'T Exterior Cap+BW Air Space+5/18'Landnated;(2)Utes of 1/8•H Glass with.09(r SG Intedayer 7 7 (94) &Cottage Radius Top of the window...... ....through 1X Bucksldp into Concmte/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:/18'A Exterior Ca +5118'Air Space+7/16°Laminated;(2)Was of 3/16'A Glass with.097 SG Intedayer 8 7 1 ....into Metal-sheet 3,option 4 14 71W Laminated LG.:1/0'TExtador Cap+5116"AlrSpaco+7/18'Laminated;(2)Utes of3/16•A Glass with.090'SG Intedayer 8 7 Through the ....into 2XWood Fmme/Buckstdp-street 4,option 5 16 7/8'Laminated I.G.:3/16-A Exterior Cap+•14'Air Space+7116'Laminated;(2)Utes of 3/16'A Glass with.OW SG Intedayer 7 7 J•Ctlannel Equal-Use, Arch-T28ct., morel 40...... Into Motel-sheet 4,option 7 5-8 OdeVottagew Rgd Tap 8 ,„.Into 2X Wood Frame/Buckstri sheet 4, 6 16 7/8'Laminated I.Q.:3/18'T Exterior Cap+1/4'Air Space+7/18'Laminated;(2)uses of 3118`A Glass with.090"30 Intedayer 7 7 (#1) Cottage Redua Top Through the frartra P- oPU� of tho 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 Framef ekstdp-sheet 4,option 5 &15 MAY NOT BE USED IN EquW4Jte, Square/ReeL,Integral 6n „-Into Metal-sheet 4,option 7 Group Anchor SubstrateMin.Edge Min. THE HVMZ ABOVE 3D'. Integral Fin 5-8 Odel/Prolewottage Radius Top Arch Top& Distance Embedment, • C (#3) Through the Barre ....into 2XWood Frome/Bucketdp-sheet 4,option 6 & T.Southern Pine(SG=0.55) 7118' 1J/8' ofthewhWow...... ,,,.into Metal-sheet 4,option 6 #10 SMS .Steel,A38• 3/8' 0.050, 'MIN.OF 3 (steel, 8 S.S. ' ' 60451'(18 GO THREADS or 4100 Steel Stud,AS M Gr.S.S,) 33 318 BEYOND THE FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES •q•-ANNEALED p Aluminum,6063:M* 3W 0.05W METAL 'H"=HEAT STRENGTHENED P.T.Southern Pine(SG=0,55) 711fi 1.318' SUBSTRATE. O O T=TEMPERED 3116'steel Ultracon Concrete(min.Z85ksl) 1" 1.318' 'UNGROUTED �fj BYKU .RAYA ERICA,®PVB ngmuted CMU,(ASTM C•90 2-1/2' 1-1/4" cMU-VALUES fib BYKURARAYAMERICA,INC. P.T.Southern Pine(SG=0.5.5) DIM 1-W MAY BE USED /,i 'SG"_.(390°SENTRYGLAS® #12SMS Steel, 3/8° 0.050' FOR GROUTED //� J�HANNEL INTEGRAL FIN ICMU ERICAIRBYKURARAY (steel,18 8 S.S. Steel Stud,A653 Gr.33' 3!8• 0.0461°(18 Ge.) APPLICATIONS. or 410 S.S.) Aluminum,6063-T5• 3/8' 0.063' O O B EQUAL-CITE ORIEL COTTAGE 1/4•steel Ultrecon P.T.Southern Pine(SG=0.55) 1° 1.3lB' 1/4'steel Creteflex P.T.Southern Pine(SG=0.65) 1' 1-38' FIGURE C:FRAME SHAPES 1141 steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 1-3/B° ---�BUCK WIDTH --iBUCK WIDTHS —--{BUCK WIDTH— FLANGE JBOXOR EQUAL-LEG 1/4'steel Ultrecon Concrete(min.2.85 ksi) I. r C Ungmuted CMU,(ASTM C-90) 21/7' 1-1/4' �/ Material Mir Fr Min.F1!4"steel Cmte}lex Concrete min.3.35 ksi 1" 13/4° G G Steel Scmw 92 kel i20 kef 1/4'steel Ultrecon Concrete(min.2.85 ksf) 2-1/2• 13/4' w Ww _ _ _ 18 B Screw 80 kel 95 kaI ru Concrete(min.3.35 kal) 2-1/2° 13/4" , _ W 410 Screw 90 k°I 110 ksi 1/4'steel Cretetlex p ngmuted CMU, S C 90) 2-1/2° 1-1f4" m // m / ut to / = Elco Aggra-Gator® 57 kal 96 kel 1/4'steel Aggre-0ator Concrete min.3.275 ksi 1-1/2• 1 1 1 ! Elco UhwCons 155 k■I 177 kal Grouted CMU,(ASTM C-901 2' 2' 1 1 1. 1 410 SS Elco GatsFlex® 127.4 kel 189.7 kel RECTANGULAR RADIUS-TOP ARCH•TOP 8063.56 Aluminum 16 kal 22 kel WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 38 ksi 68 ksl PRODUCT REVISED TABLE 3:ALL0 ABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES Or.336teei Stld 33 ke1 45 ksi I eocrelYins with rim Florida Group Anchor Substrate Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10. EA;`'I s Coda Distance Embedment foil, EA;`'Ism 230)7'60 0, E 2-112'x.131°Common Nell P.T.Southern Pine(SG=.55) 318° 2-7/16' .``ANY LYNN� . '�'" n Dau /dQ'(p 2.1/r Ring-shank 17ooing Nag P.T.Southern Pine(SG=.55) 3/6° 27�16" �.`���'r:;yeENSF ��� ANCHORS RE-GROUPED. Mia Dade Prodiet P.T.Southern Pine(SG=.56) 1l2" 1�l8° �� -JR-06/06/17 #t07russheedSMS Aluminun4B083-17 y8• 0060• _* No.58705 (steel,1"S.S. arern Bi^ Steel Stud Gr.33' 3/8° 0.0451°(18 Ga.) _ Dascrfp0om Qalos.s.) ; 1WOTECHNOLOGYDRNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36' 318° 0.050° •MIN.OF 3 p•'.• 6 1 ::mow; N.VENCE,FL 34276 Dare P.T.Southern Pine(SG=.55) 9/18° 1.3f8° 'O '•, I Ne; #12sMs BEYOND THE FLORIOP.•' \�.` (mot t� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum 6053-T5' 3/B" 0.l>03' BEYOND THE � s •-.,.... l;9 (Steel,18$S.S. Steel Stud,Gr.33' 3fB` 0,050" METAL SUBSTRATE. �'�.`s/OP.EN.eA 5aL70 E5,�`.��\ rorluarrreoa�cic SM or410S.S.i su snte -01 BSteel,A36- 3/8' 0.050 CBiT.OF AUTH.I2B2 SH-5500 NTS 2OF13 DMaDC-SNoH5500 br f.. _. .. - _.. .. ... � � i� .• � - � � � '.. .. � � 1 _ - �. i� .. ... � � i 1 � ' .. � t � r � � t r , ' , - .. _ ii' .. + ... � � _ i _ ,. S 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 CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDIHROUGH EMBEDMENT FRAME INTO 2X WOOD �+— 114•MAX SHIM 16 IM MAX SHIM r-- FRAME OR BUCKSTRIP. I 9ASH VISIBLE 47 E SEE NOTE 2,THIS SHEET. EMBEDMENT DGE EDGE '. " 18 LKI WIDTH �o ❑ ,Q a DISTANCE FLANGE FRAME �t DISTANCErH SHOWN r' .q 44 BALANCE TYPE VARIES TYP.ANCHOR SHIM TYP.ANCHOR TYPE. 42 WITH SASH o - EMBEDMENT TYP.ANCHOR TYPE, EMBEDMENT AND Q WEIGHT 54 30 AND EDGE 2 EMBEDMENT AND EDGE EDGE 31 DISTANCE PER (� DISTANCE PER SUBSTRATE. DISTANCE PER O I I SEE TABLE 2,SHEET 2. SUS ' .• EDP SUBSTRATE, �J DISTANCE SHE TZ 2. 18 SEE TABLE2,SHEET2. E7(T'ERIOR 87 SHEET2 10 FIXED VISIBLE 4 FIXED 201OPT.SASH TOP FLANGE I LIGHT WIDTH EQUAL VISIBLE J LIFT RAIL FRAME 2 _ILEGIBOX LIGT NOTES: SHOWN FRAME 1' BUCK WIDTH FOR ALL WINDOWS: HEIGHT49 1 ANCHOR@3.55' HORIZONTAL SECTION A A SHOWN + 48 J___—_ FROM END AND AT SUBSTRATE-APPROPRIATE 21 CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2. OVER 36-WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FED COMPLIANT ALUNNUMISTEEL FRAMING OR STEEL STUD. 72 O ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY gE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. SCREWS @16-W INSTALLATION OPTION SHOWN MAY 14 45 46 47 O FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW' 1/4"MAX• o SHIM #70 OR#12 STEEL IW MAX. BOTTOM LOCKS: 60 O 16 A(A1 ADDITIONAL 2)MASONRY ANCHORS MAY BE $ELFDRILLING SHIM HEIGHT T SCREWS @j 8-3/8" USED INTO WOOD AS PER TABLE 2, SMS(G6),SEE g5 FROM END. SHEET 2.ALL WOOD BUCKS LESS 30 TABLE 2, OLD 30 THAN 1.12'THICK ARE TOBE SHEE, SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS +, 18 DEPICTED AS 2X ARE I-10THICK OPT gg !_.._ USE EITHER OR GREATER.1X AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED C 1 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO ]FLANGE EQUAL INTERIOR 81 31 30 •TESTED UNIT THE STRUCTURE.WOOD BUCK LEGIBOX WEEP LOCATION:6-W DESIGN AND INSTALLATION IS THE FRAME NOTCHESAT gD FROM SASH END. RESPONSIBILITY OF THE ENGINEER o SHOWN o EACH END. OR ARCHITECT OF RECORD. EXTERIOR 77 B 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION f I INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT-REVISEDthftF31rHa 67 OPENING)IS MEASURED FROM ANCREDTHROUGH ANCHOREDTHROUGH mssm WYaIBe HO EQUAL-LEGBOX 1/4'MAX SHIM BEADING TO BEADING. A,.VL®Coda QQQ Ij— 11111 1111/FRAME INTO METAL FRAME INTO METAL A ceptmco No I `fYy,tiQ FRAME SHOWN o �j, ."` 0% ... N '��, R�lo+� D� luL 2T X 1.25• ANCHORS .}CENBF M�4�'; Mian+'Dade Pfodua NO ANCHORS r- WEEPHOLE ••�• • '• REQUIRED IN VISIBLE LIGHT FORMULAS No.58705 � WAGONER®O .. FLANGE OR *' 2.87'FROM 38 • EQUAL-LEG WIDTH _ // fibn EACH END. FRAME SILLS QSASH:SUCK WIDTH-6.1/2' �'fl•'�i` Damao' �� @ FIXED LITE:BUCK WIDTH-4.38' =7D I :' 107o TECHNOLOGY DRIVE FLANGE&EQUAL-LEGBOX FRAMES J ROSOWSKI O ST TE OF N.VEWCE,F73127'6 • ' HEIGT(EQUAL-LITE) ����t�` '••"ZORIDA NO! (841"80.1600 : SUCK SS . G.� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 VERTICAL SECTION B-B /,,+/OVAL �?�. ��®RESERWO � � � E +U11u 1111�` LLI JRW A.LYNN MILLER,P.E. ��� SH-5500 NTS '3 OF 13 MMSH5500-01 B P.E.#58ro5 65F OF AUTH.MOM 1' � , _ � .� - - _ � - � � j .. �- � } S ' �. < .. �:n ' �1 . a .. -. - .. . .. _ _. ,y ✓ - .. 'i . . . . � . `� ... , _ti . . ,, _ . i ;. Y� .. INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR Ir— EDGE DISTANCE ANCHORED THROUGH INTEGRAL I•�- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR 1/4•MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 1/4•MAX SHIM SHEET. TYP.ANCHOR TYPE, 18 J-0 SASH VISIBLE HANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH 17- FRAME DISTANCE PER SUBSTRATE. I SHOWN SEE TABLE 2,SHEET 2• o (SCREW SHOWN) 44 BALANCE Q EMBEDMENT �O 1W MAX SHIM 42 WITH SASH 1 ANCHOR TYPE, EDGE WEIGHT EMBEDMENT 54 0 EMBEDMENT AND EDGE DISTANCEQ 30 O (� DISTANCE PER SUBSTRATE, 31 I(lJl SEE TABLE 3,SHEE72, TYP.ANCHORTYPE, T— 18 (NAIL SHOWN) EXTERIOR n� 87 MTEGRAL EMBEDMENT AND EDGE 19 RXED VISIBLE V 3 FU4 DISTANCE PER SUBSTRATE, FIXED 2p OPT. H TOP JLHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. RAIL LIGHT FRAME 1 SHOWN (NAIL SHOWN) HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR 03.55• L - BUCK WIDTH 49 48+nn 21 FROMENDANDAT 1)USE ONLY I CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C QU 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 999 OVER 3V WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. S ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1/4•MAX. --�{ MAY BE VERTICAL OR HORIZONTAL-SEE SUBSTRATE PROPERTIES TABLES 2&3,SHETT2. 14 45 46 47 SCREWSQI"W INSTALLATION OPTION SHOWN MAY I+ OFROM END, BE USED ON ANY SIDE OF THE BUCK o FOR WINDOWS WITH WINDOW, HEIGHT b0 O 16 BOTTOM LOCKS' T 010 OR#12 STEEL 1/4•MAX. ADD ADDITIONAL )MASONRYANCHORSMAYBE -L-- SCREWS Q USED INTO WOOD AS PER TABLE 2. SELFDRILLWG es SCREWS SHIM 30 } FROM END., SHEET 2.ALL WOOD BUCKS LESSsms TABLES 2 SEE SHIM THAN 1-Ire THICK ARE TO BE D SASH CONSIDERED 1X INSTALLATIONS. SHEET 2, EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT 19 INSTALLED DIRECTLYTO HEIOH7 LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 88 18 OR BOT OM DEPICTED AS 2X ARE 1-Vr THICK OPT. LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS /--� 65 TESTED UNIT LL(WHEN USED)SHA BE DESIGNED S (2)P 81 3p 63 TO PROPERLY TRANSFER LOADS a FLANGE AND/OR INTERIOR 31 LOCATION:&518° TO THE STRUCTURE.WOOD BUCK REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 80 RESPONSIBK.1'fY OF ENGINEER INTEGRAL FlN EACH ENO. NO ANCHORS ORARCHITECTOF RECORD. FRAME SHOWN o 0 REQUIRED IN FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TOASDAYLIGHT OPTION? n OPTION PRODUCTREVISE3] INTEGRAL FIN BEADING TOO BEADING. 1!4•MAX OPENING) MEASURED FROM ANCHORED THR04 GH ANCHORED THROUGH FRAME INTO METAL �o Plying with the Fbxi& ��--1I��77 FRAME SHOWN 1�.1LJu SHIM \IT1I11t1ITt� INTEGRAL FIN INTO METAL (INTEGRAL FIWFIANGEREMOVED) � n o \ Acczpim�ee UTo�! �,� 2TX 1.25•WEEPHOLE OWICOVER 8 2.S7' \,10ENSF•.,�i �' BY FROM EACH END. ' e'�P I �8 Q VISIBLE LIGHT FORMULAS z*; No,58705 TYP.ANCHORTYPE, _ . EMBEDMENT AND EDGE EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE, _� OSASH;BUCK WIDTH-0.112' LCn SEE TABLE3,SHEET2. ._-..1 EMBEDMENT Q FIXED LITE:BUCK WIDTH•4-W �Dp1•. ST TE •.I��� IMTECHNOLOGYDRNE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) '�•'• 60, N.VENICE.FL34M HEIGHT(EQUAL-LITE) 'i C� �ORIOA �� 1R/m AIftim acCHOREDTHROUHIINTEGRALFIN ON 5 VERTICAL SECTION D-D BUCK HEIGHT2-315/16• ""TONAL G� �t ca rcomrr SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 INTO Inllm STRIP.SEE NOTE 2,T OR BUCK. ER,RE ALLFUG RESMU Seriae/Nodetr SG Steal: proriny No. R4r STRIP.SEE NOTE 2,THIS SHEET. A.L PEA 587005 CERT.OFAUTH.#M9S SH-5500 NTS 4OF 13 MD-SH5500-01 B �.i � �..� � ' {; � �_ .. ' . . 'f , .. i • ,. � ._ _ .. .. _ I 1 ` �J A e � .I - t .. — .. . � � .t; f ,j .— 1 t. ,. - ' i r i .. _ f }� t . Y i „ � � ,f. i ii _ ,. '• .. .. - ' ' _ 4 i � '. ._ ;! _. � ' f 1 � .. ± ' �:�. ' _ ' _ _ _. _. - j �. 7/8'NOM. �+- � 7!6•NOM. �•�- -+{ 7/8'NOM. � � TV NOM. 5/16"A/A PVB I I 5/16"A/A PVB I I 5/16"A/A PVB I 5/16"aA PVS I 5/16"H/H SG 7/16"AIR SPACE 7116•AIR SPACE 3/8"AIR SPACE 3/8'AIR SPACE IO 7/18"AIR SPACE 1/8'"A GLASS 1/6"T GLASS 3/16°A GLASS 3/16"T GLASS 1/8"A GLASS G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERR 7670 7670 TB-79 7a70 7aTg GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -�•� 7/8'NOM. 7/8'NOM. }�-- -►{ 7/B'NOM. �•'+- 7/8"NOM. 718'NOM.VA �•+--- 5/16"H/H SG I 5116"H/H SG I 5/16"HM SG I I 7/16"A/A SG I 7/16•A/A SG 7/16"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 <�]EXTERIOR EXTERIOR 7aT9 7670 are 7a79 Tg GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 --�{ 7/8'NOM. 7/9•NOM. 711VA/ASG i I T/18"A!ASG I i 12•NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 BITE TYP. 15 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNELOR 72 74 INTEGRAL FIN FRAMES G]EXTERIOR GI EXTERIOR GLASS TYPES 5,T.9,11,73 7&� 7a70 31 &15 MAY NOT BE USED 8J EXTERIOR 75 THE HVHZ ABOVE 30'. Ca GLASS TYPE 15 GLASS TYPE 16 --mg�T�hth� � ylpswLw the nmrtaa 30 L 1111 N 1 Build'mg Code A«mtw,m No f 7 fl•�j rsevt%Wr moon Detc '1P?1j 1_ _ VCEN ;(, By • " GLAZING NOTES' tL•: .5870S •.� 1 eT'roduet +• "A•n ANNEALED TYP.GLAZING DETAIL 'H•-HEAT STRENGTHENED — _ °i '° era"W. "r=TEMPERED ��; SI '� f �; to7BTECHNDLOGrDRnrE GLAZING DETAILS J ROSOWSKI _ OF "PVB"=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. N.VENICE,FL 34776 '� !(7 "SG"=.090"SENTRYGLAS®BYKURARAYAMERICgINC. ����s '• ORIOP•.•'•�C���� (941)4W1600 ' FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET z. �S;�NaI.�N SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 t 11111111 ALiRKifIB RE EC Swh;ModeL• Scaly, sh"b O�vrinp A.LYNN M6.LER,P.E SH-5500 NTS 5 OF 13 MD-SH5500-01 8 P.E.M 53705 CERi.OF ALITH. _ - � 4� - c i. '. _ ` � _. �. ' � i _ - ,i c.:.� _ � �f.. ._ .' . _ .. ;� . ;y ,_ .�; t .z.ag,+,:� .. � �:-emu.-: 1 .. � 1 _. .. _ _ _ TABLE 6: TAB E '. TABLE 4: al..IV" Bcl m S.h Gun TVp.. Destn Promfo.Ib4/S2 a 0.en*Imfo plan 61.h1Yty,l D�Ip11 P7n.urA,msal2 Clan type. Design Pressu76,Ibse 5,6,1a8 B.w19N.dW FxwW WAw 6.7aa Hi*+Sh- u m4a SMS " +65.0/-70.0 Imtnl Vqt 2S6 Eq Ms 11.394 w6.0 -70.0 w5A -70.0 I1.teR L.1.1 a1 For.S windows e.h elu. 6tud+dCJ[epe 14➢1 -ISA70 wS0 •7060 w O •70.0 IR For al]v4Mow and emb Am Eq.14b 11.653.14At6 w50 -70.0 w6.0 70.0 SEE TABLE 9,SHEE78 FOR su d.d Fmdmw 11.377.11.5a2 .65.0 -7n0 w5A 70A SEE TABLE O SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T.1w 23,617.252M w50 -710 4M.0 7aA ANCHOR GROUP AND QUANTITY. 8t.d.d lkeew 2A050.U% wS0 M.0 w5u 70A 37.376 Eq.Ne. 17.517.20.957 wS0 -MO w6A -70.0 6Wd.dP+wew 14517-17515 no •MO -Wo 700 c 0 6heda. iLR7.14.618 w90 -7aA w5 o 7a0 Tdw 21.567.31.911 w0.0 -7MO +60.0 •70.6 O.mm Eta 25517.275e2 4S0 -TOM w5A -70.0 &w dCaWp. 23.617.M6M +6Sa •10A +WA -700 HEADER .4 Egrtlltts 70.617.2L510 w5o •MA wM -70.0 HEADER Bwd"AW- 17.517.20.518 w10 -MO w3A 70.o 23 cl.tanSt. WIT-17.512 w50 -M.o w6.0 -no 23 shorts.[ 11.3n.145ta w60 •MO w40 -MO TAW 31.6e3.35A11 4i0 -70.0 05A -MO o sw-d-d cm.p. 2ae17-31A52 w10 •MO wSD -MO E*.RU 2p.517.N. w10 7a0 w5D -MO Q O MEETING RAIL 49 Suwrd Pm4.w 17A17.20A1a +&a Tao 4M.0 -MO e O MEETING RAIL 0.tom SIIe 14.617.17.514 wS0 -MO w5A -MG 26 a.mmst. 125n-1451e .sLo .m0 -w Tao 27 ° stolwl -1.3/7.12.610 wS0 -M.0 4OU •7aA EXTERnrl EXTERIOR P T and 33.204-37570 wS0 -Ro wsD -MO - 9 Q 4 V.A dO w 2BM7-33D7 ws0 -ma -WA -MD C O 23 Ea.uS. aw-0.515 -no .70.0 wa.a -76o 23 JAMB �m5 0.t-st. 2a617.2351a w5o -Tao w60 70.0 JAMB SASH t0.eoms ia_5,-!,7.17.517-2U1a ws.0 -7a0 ws.o a0 " SASH (`7 HEIGHT o.mmsr. 12a1r-145te wso -Ma .mo aoo C;7 HEIGHT shm.t 11.3R•/16f0 wS0 -MG w6A -70A T.IW 35617•413" wSA •AO w6D •rda 6tand.d Ca" K.517-%Ate w&0 -710 +65.o Tao O 23 EqA" 25a17-m5m w50 Tab w5.o '70A 23 SWO.d P,we. 21617-2 5 5/5 WA -MO +46A -MO SILL 02 o.mmst. 27.517.2551e w5A -M0 4%A -Ma SILL O O.tmn6ts W.MT-20515 w5A Tao w5A 70.0 0AWOU5t. 14.07.17515 w40 •70.0 485.0 -05./ 0.l-GU 13M7.14.515 +450 •MO w5.0 .87.3 sldd.t 11.004•t3.Ote wS0 .70.0 w5A -W5 To" K517.41AM "&a -Toow5D -Tao , 0.t.m at'. 3B.6f7.39510 .65.0 •70.0 web -MO Eq.I21e ESIT-3e.515 -KO .70.0 1-MO I-MO 75 0a4om sM 32617.3551e +550 -7MO -14D Tao SECTION DETAIL FOR WINDOWS WITH smdrdF wew MAI?.32516 wao -no +wA -Mo SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7 8,8 n.mms u za51T-20.s1e w5o -Mo m a7a LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN 8J FIGURES ABOVE short.[ 2S616.2D515 wso -M0 w6A 41e5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 6 Ea.�. SM17.MAU w50 -'MO +550 7a0 APPLY TO ALL FRAME TYPES 6 CONFIGURATIONS) 64 U.lemst. 35617-Kale -no .70➢ wsA ET.3 CONFIGURATIONS) staoNdperlw 33eie-use wso •M6 wS0 eae PRODUCT REVISED 01.76 T.B t •-41AN w5.0 no a" W5 B complying wltL tI10 FToti#F SEE TABLE 10,SH ET 9 FOR ANCH UP AND QUANTITY. Boil p Cade "MIN.SASH HEIGHT•WIN W M7 50.136 qSP leps6aael * No.58705 NOTES: �ti� 1moTECHNaoGYDwvE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. � O ST 1E �(p'..." m0A,.•'\�`� (841}/BO 15 0 40 Titles DAN: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PERTHE FIGURE. ��/ � ��� _ SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15 NA 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN /'`O 1111111 i 1`''`` S4rInI/ypd� Sbde: Slwt OrewGq Na Rnt ON THE TABLE, ALYNN MILLER.PE. SH-550O NTS 6 OF 13 MDSHALLMOMFEAERVO 5500-01 B P.EIN705 CERT.OFAUTH. -. . ; `' ; � t - � _ �� _ '; ' ., �� G ' _, .._ . ;` r ,., � ,. �. ;: � . �`' }1 - ..I.. '•P i - 2 .. - t i � � � .. _ .. _ .. .. _.Q - ...... .-�.. � � 1 - ' .i 1 � ' . � � 1 _ �� J ' � r B E 7. LE 73f aft.-Tip. Bottum 8w, Dea P1euQf8.0t>I(R2 al.mime Ba1.m 84sh 94$ti•W OwAplanfxohtn 6a11 Ndlm 13it4 D..atbUan¢7077m BOanll.104 0"%nP1mw1n16irt{2 6.M 4Ml n.np0®Wbaa.' F. pip 1MMoa euaR Wm.f Raid.R.a.l 'R17 P 0 Wf ld- tm00(a0 WIn6mY BICRtYI6E i 1lpl.alum uptn40 I 48 SM25 64 3 Ndamst~ 11 24 1 32 D6 1 40 4B1 52126 54 =6 Eq."f it394 4ma-it" +m.0•11A0+TaA-llaO +mO 410.0 92.6 Equd42a 11394 +70.0-1t0A •70.0.11api.m.0•tlao .7D.0-11D.0.70.0-11aa-.?AD•110.0.70.0-17a0 •7A0 110.D 8u6amd CMo00 14E77.11870 +m.0-110.0.70.0•(10.0 +70.0-71Q0+m0 4100 MOWa7dCdM 14517-79.77m •70.0-11.0 •70.0 MAC M*•110.0 7 M a0 0.0.70.0 1m0.70.0 AiOX •70.0-110.0 •70.0-11AD 23 Eq pb 11.683-14.618 -70.0-110.0 +m.0-1m0 +m0-tIDo .7a➢AMC 29 Ev". 11.683-14,616 7Q0-1mp +7A0-110.0 •m0 Ma.D •70.0-f1a0 •7aO•130.0.70.0-110.D +70.D'"AG •m.0-1101 8dad RW- 1L I=T+mA 410.0410.0 -70.0-70.0•110A.70D•110A lm 3T7- .70.0 710.0 6mMam Ptwt..r 11.377-11402 70.0-110.0 -70.0 -/WA 70.0•110.0 .70.0 410.0.7a0-110.0 •70.0-110.0 1 7a.0-110.9 .70.0 110.0 Tae.tl 23617-2120e +m0-110A +7M0 470.0 470.0 410.0 +mD-110.0 T.hA 21617-262ee •70L0-1m0 .79.0 410.0 -MO-"0.0 •70.0-tt0.0 75 1lao .70.0 410.0 .7D.D•110.0 •70,0-11Q0 HEADER SW41d faaq.1 201056.23.51E +md-110.0 .m0-110.0+m0•110.0 1+7&0 410.0 OWdam Caea9G 2a95H-23sI6 •70.0-11Q0 +mo-IMO •70.0 4110 .70.0-tt0.a 77a0•110.0 •70.0 110.0 +70.0-n0.0 •70.0 410.0 37.575 F-gatltl7U I 17d17.2a967 +70.0•110.0 470.0-110.0 +m0 410D 1 710•10.o 37.376 Equ.lte. 17.617-20.057 lap A10.0 •m.0-110.0 •70.0 4119.+m.0 410.0 70.0-lla.o 70.0-tt10 .70.0-110.0 +m.D•tOO.a 25 GWI-d NW- %W-17.616 +m.0 4i D .m0•11DA+7A0.11A0 +m0.11. OtWdam PmAM %517.17,616 •70.0-1110 •70.0•110.0 •m.0•itaD 70.0 MAD +70.0-tta0 470.0•11a0 •70.0-t1d+70.0-115 shortest 1 1t.377.11510 +mA•11➢.ma-41Q0+Too.107.0 1+7a0 1.101➢ eh.05L 11.377-14510 •70.0 AIMD•Mo•11MO +70.0 4fa0 +mA 411D I.7Z0-110.0•70.0-110.0 •70.0-W7.0 1•70.0-103.0 Totem 27.W.31.011 •m0 1410.01•70.0 440 +7aD 410 I+Mo •Pad T40nt 27.503.31.611 70.D•110.9 •7D.0-11A0 +70.0 110.0 70.0 110.0 1+70.0-110.0.70.0 -010 •70.0 43.0 .m.0 4a0 0 O..m ao-. 26st1•95e2 +70.0-110,0 +m.0-11ma •m0.110.0 .=41ao Cua m5Qa 25.817-27352 •m0•110.0.70.0-41ao AD "to .m.0-11Q0 •70.0-110.0 •m.0-tt0.0 70.0 110.0 -70.0-tt0A MEETING RAIL n aWdmd CdBm• 2as17•alsfe .T6A-1WA -70.0 410.0.70.0-110.0 •mD-11A0 BteMmd17Ne0e 23.6t7-2Bs 7 16 ao-110.0-70.0-tt0.0 •m0-1110 •m0'MO.7&0-im0+70.2 110.0 •70,0•110.0.71D-110.0 U 44 Ew"ta 20s17.23s1e .70.0 410A 1+70,0•110.0 7Q0-110,0 .7AC 1410.0, 44 E01410 2D.617.71516 •70.0 110.0 +mD AM •710 4110 •mD-110.0•mp 1-110.0 .70.0-tlao 70.0 41AO +710 410.0 O 6latdsnl PW- 17.617.2Dsie +70.0-110.0 +mA•110L0.720-11Qo .7a0 41AO ataaOam Pmw 1 17117-20310 +10.0-1101•710-110.0 1•mA-t10.0 .m0-110.0 •7110 110.0 •7U0 410,0 •76.0-1 H •ma 410.0 27 Cetmg ea. 14.617.17bta +10.0.110.0 70.0-1tAo+mo-110.0 +mA•im0 -1f C7NOmeae %517.17.510 •70.0 0.0 7 -tta 0.0 0 •m0 410.D 70A-"0.0 70.0•11Q0 70.0.110.0 70.0-"10 +mA-tt0.0 OnMOR smftd /1s77•t4s76 +m.0•1t0.0 +m.0•110.0+mO•i0L0 +m0-103.0 I Shaul t7.377.1051B •m.0-110.0•m.0-ttD.O•m0 M0.D .m.O-HOA+70.0-MO•m0-Woo+m.0-W7.0 -m0-p3.0 o O TOW 31.613.36A11 -70.0 411D +m.0 #0 .m0 4M +7M0 -00.0 TAW 3t533-31011 70.0-110.0 +m0-11a0 I+m0-11.0 •7&0 410.0 70.0.110.0 .7M0 .09.0 .70.0 4&0 .70.0 4a0 8Wd.dOvape 206t7.9t.532 +mA•1110 +m.0•tiaO•m0•1tao+mA-71A0 amw=cam 21517-31.BB2 •70.0-tla0 10.0 1ra0 -MO 1m0 710-tta0 7D.D 11D.0 Na0-t1a0 .70.0-110.0 •m.D-710.0 JAMB 25 EgIN-0{a 20.617.25.516 +m.0-110.0 .M0 4100+m0-11mo +m0•11A0 EguM{d. 2Q517-20 510 •7.0-110.0 -MO-1m0.704 410.0 •70.0 4tkO+70.0 4110 •70 110.0 .70.0 MD.a 70.0.110.D 48 ttlamWPlmltW 77bf7-2a676 +mD.110.0 .70,0•11AD +mp•1lao+m0 •1m0 40 5tAwWPmA.w 11.517-2a618 •710 410.0 47QD-1110.790 MAD 70.0-Ha0 +7Qa.11" •70.0-110.0 •7.0•110.0 -70.0-110.0 WER�ID SASH O�Imn3W ta61T-17ste +mD 110D +0.0-1m9 +700-1160 +70•11nD cm-su 1461'7-17a16 +70.0-1110 .mo-110.0.10 Mao •70.0 410.0+m0-110.0 70.0-14o.0 +mA-1mD .7.0 110.0 G] HEIGHT Cmtomalm '25"-%615 •mD 41AC•70.0-11"+7Q0 41Q0 +7DD-17a0 t2J@am St. 12.514-14516 .70.0-110.0 .70.0 111D+mA-110.0 70.0-110.0•mD-"AO.70-"AO •70A-110.1 17.0 AMO SECTION bETAiL FOR fi slna.at ilX7.12518 +mA 410D +70.0 410.0 +0.0•110.0 •mA •fIQO g aembsf 11.377.12.516 •70.0-111D.7A0-10.0.mA-100.0 +m0-11"+10.0-110.0 .m0•110.0 +m.o-110.0 •70.0 M0.0 TdW 31m8.37.510 •71a 410A +70.0 49➢ +m0 410 +7.0 m= T~ 33.2Dp-37.53e .70A-1120 70.0-110.0•mp 10.0 .700_110.0 +no-110.0 .70.0 N.0 .70 •S3.0 •70A 70 WINbOWS WITH 8t.n4.N7;aa.p. 28.61)-s1.277 +mD 110.0 •m.0-110D +m0•1100+m0-11aD $ m.MaraCOiew 21s17-332P7 +70.0-11AD •m.0-110.0+70.D 410.0 +TAO-ilAO •70.0-110.0•70.0-n0.0 •m0•"D.O "0-tt0.0 LEVEL R3 REINFORCEMENT 25 EgwLOm 25517.21616 .mA 410.0 •T D•110A+7Aa 41QD.m0•71Q0 •�. Egugal. 21s1T-20510 •1,0-11a0 +7ao-110.0 •7.0-tt0.0 70.0 410.0 •10.0.110.0 •710 Aloo •0.0-"D.O +MD-tf0.0 0-h.Gi. M617.2151e 070D 410D 400 410.0 +TQO.110.0 1m0•1f0.0 cus6mBW M617-23515 .70.0 4100 70.0-1f0.0 .mA-710.0 •70.0•110.0 70.0.110.0 •7aD-110.0 +710-tio.o 70.0 110.p &GLASS TYPES$-i6 49.m5 St.edad P,4- 1T.517.20A10 +m0-IIOD +70.0-7m.0 +70-1104 +m0 •1m0 �'ms ffiUtla7GPtaA.w 11.617-2p516 -10.0-11a0 .70A•1mo 470-tlD.O •70.0•1m0 •m0-11AD •lap-tW.O •m0-N0.0 70.0-11Q0 SILL Cuatam 8tte 14517.17.618 00.0-itOD .0.0-110.0•m0•11A0 +m0 •1160 Or4om 9a. 14.E1T-17578 +0.0-110.0 •70.0-110.0 +m.0-110,0 •m.0•17Q0 •0.0-710.0 70.0-11.0 •0.0-NO.p .m.0•710.0 (REWFORCEMENTS SHOWN IN FIGURES ABOVE APPLY C�tm.6tr. 12517.14s76 +0.0•10,0 .m0-Imo+m0•1160 .m0 -itQO L1lalom 8ln 12.517-14516 47A 4tO.O .70.0-110.0 70.0 410.0 MO-110.0 •mo-110.0 •mA•110.0 -70A-110.0 .TOA-11a0 TO ALL CONFIGURATIONS)mntnt 11.37E-caste +7D.O-11MO +m.0-1164 +m0-11n0 +ma•ciao 6'Amtssl 11.377.us18 .1"-1190 .m0•10,0•m0•tt0.a .7a.0-imp.7a0-11ma •m0-1m0 -70.0 11a0 +m0 11ac Ta9eat 36517-41,844 +7.0 410.0 +70.0-110.0 +?AO 71100 +m0 -itaO T.Ont 3a.ml-41.6" •m0-110.0 .70.0_110.0•mA 410.0 -no 41AO.70.0-1110.70.0 M0.6 •70.0-11Q0 .m.0 7197' Btsdwci a mmy.3161 and-11" .mA 410.0+TaO-IfOA +m0•Im0 st w u0am 3tst7-38.616 .7m.0-tmp.m0-11AO.m0•120 70.D•11A0+70.0 1-MO+70.0-11Dd .70.0-1015 70.0•103.0 e Eq* . 21617.31,6f0 +mA•la.0 m0• -110.0 .7Q0-110A +ma 1 511 1n0 Eamme 21 .31s18 •70.0-110.0 •70.0 41a0 •m0-tt0. m 9 .70.0•"&0+ 0-tt0.0 .m a .0-tt(L0 .7a.0-tom9 1•10.0-1014 8W.bWP-1- 23517.21518 +70.0 1-110.0 +70.0 410.0 ma•t1A0+7a0 I•1m.0 sta,.,.dP W- 21517-28AM .70.0 110.0 •7A0 MAD+ma•170.0 •7aO MAD .7a.0-110.0.7A0-110.0 M0•11AD .7AO-W12 62 NUm Sim 20.51E-74518 .mA•110A +mA-110.0 .TAD•110.0+m0-11a0 62 cudameme 20.517.23.616 MO Mao •70.0-11aD 70.0•110 7oA 110.0 .70.0-1f0.0+m.0-110.0N-70.0 -110.0 •70.0.107.0 cnh gSI7. 17.517-MBIS +mA-110.0 +mD 11a0-laD 411D 4m0 41aD OMmnaa. 17.517-20.5f6 70.D MOA •70.0-tILD •70.0-tt0.0•mA-"AO +mA-110.0 70.0 MAO -110.0 .7Q0 Cuamm Sae 14B17-ti.616 +70A-1t0A +m.0-110.0 7a0•t1Q0 +m.D 11Q0 OU40m81e 14.017.M618 .70.0 110.0 •m0•110.0 •70.0-110.0+m.0-98.0 Nag 1028•7AD-100.3 ors •m0-100.5 Cagn7sh. 13A17-14518 +mD•110.0 +m0•11Q0 +m0-HQO .m0 1ra0 C.1fom Bin 13.DA-14sm +70.0-110.0 +mA•710.0 •70.0-1002 •70.0 100.7 .70.0 47.1 •70.0 .04.4 -94.4 •70.0 -04.4 SNOW 11A54.13MO +mA 410A +70.0 410A.mA-t10.0+m.0 -7100 shmm 11,934-13.0" +70.0-110.0 7Qo•110 •70.0•128 .70.0 :ED .m0 •933 •70.0 4D.1 40.0 •70.0 40.aUum 39.517-41,044 •MO •1*6+m0•110.0 4m.0 41¢0.m.0 -11Q0 Tw 29.517.41.844 +m.0-im.0 •70.0-1110 +70.0-11" .ma-110.0•m.0.110.0 •70.0 41.0 -W1.5 -ma -N.0 O.Mmsk. X517.38516 +704.110.0 7a0 I 4m0 +70.0•1140 +m.0-1m0 Cudomeas 3BM7-39.516 •70.0 1•11a0•70.0_tfa0 -70.0 1-110.0 +70.0-110.0 •70.0-116L0 I.71L0•110A •70.0 401,7.70.0 4&3 E4.116m 31617-3e.61e •7aa .110.0 +m,0 1•110.0 0&0-110.0•77M0 41,0 Ega1-Da 315t7-38518 7D.0•110.0 •78.0•tta0 •71X0-tt0.0 +70A 11D.0 +TaO-11"7Qp-110.0 •70.0 100.4 70.4 -06.D 76 0.0m She 32617-36,618 4m0-14a0 +70.0 41Q0+TOA 410.0 +m0-t= 75 Odlamaa. 325IT-M16 .70.0-110.0 70.9-"MO•70A MID •7a0-t10.0 70.0 41A0 •710 41a0+m.11-CM7 •710 iF2 0-1-P-1- M111-32.b18 •70D•11mo +m.0•/f0.0 amp-11a0 M.-110.0 7a.MamP1MaM 2a517-32ol.1 •70.0 410.0 .70.0•1m.0 •m0-tt0.0 .m0•1 00.0 •md.110.0•70A•109.8 70.0-W1.0 MCI 411 OwWO&» 216t7-70,616 +7A0•110A +m.0•770.0 +iQO-110.0+T0.0 •110.0 COHomeW RF1-22548 70.0•tt0.0 .70.0-t/0.0 +mo•7.7,9 ?Ma-1024.10.0 41B .70.0 41{ •m.p -014 7A0 ehn.st 2Q616.2B,61B +mD•110.0 .m.0-11Q0 •mO-110.0 .m.0 41Q0 BhaIYN 21610-2ss18 •m0•110.0 •70A-1/0.0•m0•tD40 •m.0 4a1 •70.0 -011 70.0 424 •m0 42.4 .m.0 -024 Egaa40te e6.817.41,604 •m0•110.0 +m.0•11aa+mo.1m0 4m0•110.9 EquaHa. 38.51E-41.840 .70.4-NO.e •m0-itP.O•m0-110.0 .m.0 4WO •m.0-110.0 .70.0•tO9.O.70.P 417 •m0 4t.1 GLASSTYPES9THROUGH sa N1omSu 14617.3B,6iB +70A 2112. m.0•itQO .7aa-11Q0 +m0-tt0A B4 ttisomslu 315t7-3Bs16 •70.0•110.0 lap 410.0 •RO 107.9 +m.o-1024 .m.0 -0eA 7ao 45.4 .7aD -0e.4 70.a 44.e �16MAYNOTBEUSEDWITH Sead.dRWa. 33e16-36sM +70➢ m,0-1ra0+ma Mao+m0•1/QO 8tsaaarOPrmt.w 31818-35s18 .70.0-110.0 •70.0-ma 7Aa-12e 7aD 47.D 7Ao 4A3 •7DD 40.1 •m0 -0AO .ma -0AD .iCF1iWNEL OR INTEGRAL PRODUCT REVISED B1.76 Taffed '•.41AM +m0 m,0•tm0 70.0-i10.0 •ma-1m0 91.R Taflmt - --4L614 aD.o 110.0 7ao-no.D 7ao•1026 7D.p 47.0 •lap 413 .m.o 40.E N¢o 4a9 •m.0 4D.0 •FIN FRAMES as cDmPlyit,8 with the FIOlida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. 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Rw A.LYNN MILLER P.E "`l""°f81i "ED SH-5500 NITS 11 OF 13 1 MD-SH5500-01 B P.EfF68705 CERP.OFAM.N2%M i i t.. - _ � y I �! 1 �' • , i �� f t SILICONE HOT-MELT BUTYL TABLE 12 CONT.: STRUCTURAL , . TABLE 12: SILICONE Bill of Matorial Bill of Material,cant. STRUCTURAL FOAM 3/18"NOM. # Part# Description _ Material # part# DescrVion Material POLYISOBUTYLENE 1/4'NOM. WITH DESICCANT WITH i ung tame I PVC 20 Auto Lock Mechanism Steel DESICCANT 2 e201o2 Single Hung Frame Hea &Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc EXT.GLASS Exr.GLASS 3 620103 Single Hung Frame Head&Jambs-Fln PVC 47 720195&6 Auto Lack Cover Assembly Cost Zinc 4 62D 4 Single Hun Frame Head&Jambs-Equal Leg/Box PVC 48 78X118OPTX#6 x 1-1/8-Ph.FH SIDS(Auto and Sweep lock Screw) SS 5 105 SWDH Frame Sin-J Channel PVC 49 720�0 Auto and Svaeep Lock Keeper Cost 3nc 6 620106 SWDH Frame SNI-Flange PVC 750 776)G4PPA #8 x 3/4-PH.PH SIDS(Keeper Screw) SS INT.GLASS INT.GLASS 620107 SH/DH Frame SHI-Fin PVC 51 420181 L/R Beveled Tilt Latch Coma Key PVC 8 620108 SWDH Frame S[H-Equal Leg/Box PVC 52 4201821JR Pun Rall TiH Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Reis PVC 53 7634PHFL #6 x 3/4"Ph.FH SIDS(Comer Key Screw) SS 78 4SG TPS 0 SPACERS NXT- 16 SM29 Sash Rag(Sides,Top&Bottom) PVC 54 42D183 Tilt Latch PVC 17 820134 Baiarx:e Cow PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 T Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rag Interlock 6006T5Al 57 4201B8 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DES11C CANT FILLAREA 20 820144 Pull Rail Interlock Cover PVC 58 720192 Metal T)tt Latch Finger Pull Cast anc BUTYLENE 5118"NOM. 21 62D157 Beveled Interlock 6005 TS AI 59 4201SO PW Bar Comer Key PVC 5/18"NOM. SEAL 22 620145 Beaded interlock Cow PVC 60 720206 Pivot Bar SS BUTYL& SILICONE SFJLL 23 620150 UgM Sash Reirlforcemerd 6063T8 At 83 720191 Sash Pull Handle Cast Ziho DESICCANT ROLL FORMED FOAM STAINLESS STEEL 25 620152 HD Sas Reinforcement 6063 T6 Al 64 72D794 Sash Pull Handle With Latch Assembly Cast Zinc GLASS 26 620153 Standard Meeting Rall Reklbrcement 6005 T5 AI 65 7834FPT #8 x 3/4-Ph.FH SDS(Pull Hand Screw) SS Exr.GLASS 27 1 0154 HD Meet[ Rail Reirtforcemertt 6006 T5 Al 66 420188 Bottom Latch Strike Plate Cast Zinc 30 81844 W�theStdp, .270"Fin File 67 77858B #8 x 51W Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.180"x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC INT.GLASS 32 61T79 Weatherstrip .18T x.220'Polyplle 74 Backbedding,GE or Dow 791 Silicone INT.GLASS 33 8 825 weatherstrip Ping,,220'Flmea1 75 71646N Setting Block(7/8'x V x 1/8"),85+1-5 drso. EPDM DURASEAL@ XL EDGE'a° 35 78XIMTrT #8 x 1"Ph.PH SIDS(interlock Mounting Screw) so 81012 Extnxied Screen Frame AJm" 78 SPACER SPACER 36 7833THPX #8 x 3-Ph.PH SMS(Meeting Rall Screw) 410 SS 81 61011 Ron-Formed Screen Frame Alum 37 71669SP Meeting Pall Screw support Plate 6063 T6 AI 82 7CKGLB21 Screen Coma Key for Extruded Fume X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 40 1 720X)000C Constant Force Balance 84 47041 Screen Coma Key without Pull Ring X 2 PVC 41 NO x 3/4° h.FH SMS(Can.Force Balance Screw) SS 85 7CASP Tension Spring 33 42 Spiral Balance Screen Cloth Fiberglass 43 720M Spiral Balance Stoma Nylon 87 61635/61614 .140'Screen Spline MachinatHand Rolled) Vint' 44 78X114FPAX#8 x 1-1/4-Ph.FH SMS(Spiral Balance Screw 410 SS P art Description Material ):R ply'TREVISF� os camldyinB wi16 tLa Flerhla Building Cede Kommeding 4SG TPS Spacer System Aues»m xo 7 -Dfa�D.orj Qlranex Super Spacer nM with Hot Melt Butyl Sea this I I I I I rr Y T* ',,,, x.-r ton a Sheet for �.\ JvON.•••-•.., . r 4uanex Dulaseal Spacer Matefle� t.• ucENSF M %� na+ [ adctI Cardinal XL Edge Spacer .�� REFERENCE TEST RTS;FT48717,8968&8970 �*, N0.68705 (} J�= 1070 TECHNOLOGY DRIVE BILL MATERIAL(BOM) J ROSOWSKI �0 . STATE OF ,� 0,, - N.VENICE,FL 342M� '-AORI�A �'C�•` MIHBD•1000 DoN: NOTES: A ••.... •NG`�� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �� ONAL ., �pItr 1)PVC BYENEROIWINDOW AND DOOR PROFILES.LTD..TO BEU18ELED FOR AAMA EXTRUDER CODE rrrriIIIIIa1a\ LLMOMlr®,�. SsrNr/�' SCOW Shy Iirrr 2)ITEMS#9-13.16.24,28,29.34,39,61,62.68.71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A.LYNN MILLER P.E. gr..OF UTK#vm S H-5500 NTS 12 OF 13 MD-SH5500-01 B P.E.tl 68705 CERT.OF AIJTH.R2029a ,. .. .. - a _ _ .- —- -• - `- __ .. .. � _ - OPT.SWEEP LOCK O 48 48 OPT.AUTO LOCK 1••\ 18 20 47 @OR 58 48 85 51 OR 52 J p o 45 1 � .�b5 j O y OPT.PULL RAIL 22 82 ORO 19 INTERLOCK& •o COVER I 66 O 87 �'• O 35 OPT. BEVELED MITERED FRAME WITH 21 INTERLOCK INTERIORANO EXTERIOR 18 c &COVER 4{ FRAME WELDS 18 t \, 54 72 X4 `'•-•f 16 ` 53 80 OR 81 1a So�ys�c ..._-., SCREEN PIPES_.._ ---' (D OPT.PULL HANDLE ASSEMBLY 84 WITH LATCH DETAILS �• 40 CONSTANT FORCE �� 1� / L:J 16 OO 83 41 � BALANCE d \ � �/` -----1,i OR '� OPT.PULL 0R(.1 42 43 SPIRAL BALANCE HANDLE 83 18 (67 MITERED FRAME WITH P \ SASHrINTERIORANDEXTERIOR 37 ASSEMBLY / FRAME WELDS DETAILS / 38 EXTERIOR ` 63 59 �. - ---- PRODUCT REVISED r -` u—pt i HitittheM •on da — -- -- -- _ ''•-.,` ` 11I I' Revr.Ioe. - ; ate - P�ps FRAME � ANY LYN�y �. By ASSEMBLY `.� \` ��C�;•�ycEN--.1. Miami dapmdutl DETAILS No N0.587pg * ® OeecrlP6on• Dm`° EXTERIOR �� �oF (.2,�QQ 1o7DTEcrINOLooYDRIVE EXPLODED ASSEMBLY J ROSOWSKI [tj� It.VENT:E,FL 34275 NOTES: p �(/ TfBr. (641N6 1)SOMEPARTSJOPTIONSNOTSHOWNONDRAWINGFORCLARITY- o- SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS 01&S.OTHER FRAME TYPES APPLY. fAL1+E1�1� vttrwrwettr&s,wc. v dh E; Sheaf: OraaMp Na Rom: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS B&7, A. III�FR,P.E. eu.lawrta $H-55O0 NTS 130E 13 MD-SH5500-01 B 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.i3 5g705 CERT.OF AUTH.929296 ' f t �t c:` BCIS Home i Log In { User Registration I Hot Topics I Submit Surcharge i Stats&Facts I Publications Contact Us ( E b a x. Product Approval -USER: Public User i Product Approval Menu > Product or Application Search >Application List Code Version 2017 FL# Application Type ALL Product Manufacturer Category• ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results r A Ucatlons s � 'Manufacturer< Validated By r. 171-243-1121 Revision PGT Industries Miami-Dade BCCO -VAL X History Category: Windows (786) 315-2590 Subcategory: Fixed *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850487-1824 The State of Florida is an AA/EEO employer.QWl19ht 2007-2013 State of Florida. :: Privacy Statement::$ccessibilitv_S ry X Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pub electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please cor Section 455.275(i),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the I t if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the Department with an email address which can be made available to the pL y licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ,- ® 0 ® : � Ecru Credit Card _Safe r. �iifl BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I 2 Florida 1 product Approval ppi�tt.. USER: Public User F•�k.'� 9r�'E.C•m Product Approval Menu > Product or Application Search > Application List>Application Detail FL # FL243-R21 'Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be 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, PE. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941) 486-0100 Ext 21142 r (miller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 TAS 201, 202, 203 Equivalence of Product Standards Certified By �� -;_, ,t �. -,. ,y L x. wi .�;' -_ f_ �.. � �1 4 Product Approval Method Method 1 Option A y ' Date Submitted 09/25/2018 Date Validated 10/15/2018 Date Pending FBC Approval Date Approved 10/22/2018 °{ 'Summa ; of�Protlucts FL# Model,.Number`or`Name :''. Description i ' 243.1 CA-640 Fixed (Non-Impact) Aluminum Fixed Window used with Ca Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061413.p�1.ff Approved for use outside HVHZ: Yes Quality Assurance Contract Expira, Impact Resistant: No \04/11/2023 '. Design Pressure: N/A Installation Instructions R. Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21- II 17061413.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: 243.2 CA-740 Fixed (Large Missile Impact)`° Aluminum Fixed Window used with Ca Limits of Use Certification Agency.Certificate Approved.for use in HVHZ:Yes - ;r, FL243 R21 C CAC 1706141%,Rd_f. -Approved for use outside HVHZ:Yes Quality Assurance Contract Expira, «° . Impact;Resistant: Yes 04/11/2023 , y Design Pressure; N/A installation Instructions Other: Please see the Miami Dade!-County Notice of Acceptance FL243 R21 II.•17061415.W f A. (NOA)for product performance information,"_anchora a details; -Verified By: Miami-Dade BCCO CER and anchor Type;size; and spacing;inforrriation. . g. Created by Independent Third.Party: Evaluation Reports ` Created by Independent Third Pa 243.3 PW - 220 (Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate e Approved for use in HVHZ:Yes FL243 R21 C CAC 17061405.pddf . ' Approved for use outside HVHZ: Yes Quality Assurance Contract Expira, 'y Impact Resistant: No 08/18/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 II 17061405.pd (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: 243.4 PUU - 620 (Non-Impact) Aluminum Fixed Window Limits of Use „ Certification Agency Certificate . Approved for use in HVHZ:'Yes FL243 R21 C CAC 17061410.P Approved for use outside HVHZ: Yes r Quality Assurance Contract.Expira � : Impact Resistant: No . 02/19%2019 `a. Design°Pressure: N/A Installation Instructions. = Other: Please seethe Miami-Dade`County'"Notice of Acceptance FL243 R21 L •17061410',p- f` . (NOA) for product performance information;anchorage details,,,, Verified'By: Miami-Dade BCCO`= CER: and anchor type,,size,and spacing information. "CrIeated'by Independent Third Party: EvaluatioriReoorts ` Created:by Independent Third Party: y 243.5 PW - 720 (Large Missile Impact) Aluminum Fixed Window n: _ _is"'.. .. .. raa . is .,�.. � '� � � ... ., _ .. ti�� ' � � .. .. 5 ... � .. .y: t - _ .. _ ... .. .. -. w :< ._ ,. � _ ^j .. .. � r .. ���� ' Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061411.pddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expira' Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 II 17061411.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: 243.6 PW - 820,(Large Missile Impact) Aluminum Fixed,Window 4.Limits.of.Use Certification Agency-Certificate Approved for use in HVHZ:'?Yes FL243 'R21 C CAC '17061411pdf Approved for use outside.HVHZi. Yes Quality Assurance Contract'Ezpira- °1mpact Resistant:`"Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please'see'tlie.Miami-Dade County'Notice of Acceptance `'FL243 R21 II 17061411.pdf (NQA) for product performance information,.,anchorage details, Verified By: Miami-Dade BCCQ.- CER, an l.anchor ype °siza,_and spacing information, Created`by Independent'Third Party: r Evaluation Reports • „ " r Created-by Independent Third'Party: x.: 243.7 PW-5420 (Non-Impact) Vinyl Fixed Window i. Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R21 C CAC 17061408.pdf E Approved for use outside HVHZ: Yes Quality Assurance Contract Expira• Impact Resistant: No 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 II 17061408.pd (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: 2438 PW=5440 (Non-Impact) Vinyl Fixed Window used with Caseme Limits o U'se . Certification Agency Certifica f te Approved for use in HVHZ;Yes FL243 ,R21 C CAC 17061407 pdf Approved for use outside HVHZc Yes " Quality:Assurance Contract Expira 'impact Resistant: No 09/24/2020 Design Pressure: N[A Installation Instructions Other: Please see the Miami-Dade County Notice.of Acceptance FL243 R21L,II 17061407.pdf t rf(NOA) forproduct eormance informatiort.anchors e`details� Verifed By. Miami=Dade CCO"- CER' and anchor type;:size, and.spacing,information. Created by Independent Third.-Party: Evaluation Reports ` .. Createdby Independent Third,Party: 243.9 PW-5520 (Large Missile Impact) Vinyl Fixed Window r` Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061409.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expira• Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 II 17061409.pdf K (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: .z 243 ]0` PIN=5,540 (Large Missile Impact) Uinyl Fixed Window used,with Caseme Limits of Use Certification Agency.Certificate Approved'for.:use in HVHZ:Yes `z -.FL243 R21-C CAC�17061406.pdf ! Approved'for.use'outside HVHZ: Yes QualityAssurance Contract Expira Impact Resistant: Yes 09/24/2020 ; ��, y � .. _ .. �� - .. ,.. � �� ..�n. ,,. .. .6', � 't ,. ,. .. _ ., �,' ., � jr . � ,., - �� . ;f�. .. i. � ? t, _ Design Pressure: N/A Installation Instructions . Other: Alease see the Miami-Dade County•Notice-Notice FL243 R21 II 17061406.Rdf )foe 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:, U - r , 243.11 PW-7620A (Non-Impact) Aluminum Fixed Window ;Limits of Use Certification Agency Certificate t Approved for use in HVHZ: Yes FL243 R21 C CAC 18-0430,04, Approved for use outside HVHZ: Yes Quality Assurance Contract Expira, Impact Resistant: No 02/19/2024 iT & Design Pressure: N/A Installation Instructions y r Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 II 18-0430.04.pdf 5 (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: <x - 243.12 PW=7720A(Impact) Aluminum Fixed'1Nindow . < ' LIMITS:Of Use a Certification Agency Certificate Approved use,in HVHZ;',Yes.. . FL243 R21 C CAC 18-0430 OS pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expira� 3 s Impact Resistant: Yes 02/19/2024 Design Pressure: N/A Installation-Instructions Y � Other: `1 Otherr'Please see the Miami-Dade County fNotice of Acceptance FL243 R21 II 18-0430.05.p�df ,f (NQA) 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: " FM 01M f f , Contact Us :: 2601 Blair Stone Road,Tallahassee FL2399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privagy Statement::Accegaibility S# Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a pub electronic mail to this entity. Instead,contact the office by phone or by traditional mail.If you have any questions,please cor +� Section 455.275(1), Florida Statutes, effective October 1, 2012,licensees licensed under Chapter 455, F.S. must provide the I if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the Department with an email address which can be made available to the pL { # licensee under Chapter 455, F.S.,please click here. xcy Product Approval Accepts: 03 Rim HE M � r r Credit Card = 3 'Safe z;` :i VAI j"a irs-_ MUW-DADE COUNTY ® a = —!I PRODUCT CONTROL SECTION AEPik t--U:.w til-f- OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 SOAP. . . . -:E ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.Qov/economy PGT Industries,Inc. 1070 Technol^QT" -= North Venice,FL 34275 SCOPE: This NnY11% ix tit--;no is zilet� tj-' w Ow, onl liomble n lei and regulations governing the use of construction materials The. dne.umentation submitted has been reviewed and accepted by Miami-Dade County RER - Pro duct Control Section to be used in Miarni 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; srd;'oi i;ic ;�iT(in area:„tlie:',i1 9n 1Vlieiiii Dade, Courity)reserve the right to have this product or material tested for quality ascnrnnne rnimnses Tf this nrodnrt nr material fails to perform in the acceptcd manne-, the mnrnaf�-ctirFr will inmor the.. -wise of sucl-, testing and the AHJ may immediately revoke, modily�, 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 t'nat this i roduc_i oi%mater--1 rails to TnPPi tl; r�-.,I,i; tents of the applicable building code. Tlvs product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity 1110 inane Zone. e r 1 a . s "_P ' 56)20 Yea.. l"PVC•ai....,ll rx�s Jl/•TJ�S1�S�C AAIJl�. LJi%a a>� S 7T-=1+1Lti 7111�1 1�'v S`Lhrtt Yv�dOde—L.M.L APPROVAL DOCUMENT: Drawing No. M0-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through .l 1 of 11,dated 09/09/14,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-bade County Product Control Section. li%SILE IMPACT RATING:Large and Small Missile Impact Resistant LAIR-FLING, Each unit shall bear a permanent label witli the manufacturer's name or logo, city, state, model/series, and following wement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. .f'AL 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. TER ffNA'1'T(_)N of this NOA will occur after the expiration date or if there has been a revision or change in the materials; nqa, and/or man ifactnre of the product or process. Misuse of this NOA as an endorsement of any prod_o, `ur sales, advertising or any other purposes shall automatic?11y terrainate 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'ae done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its sn�tr•, ts.pt. :.._at<<1cnal�. '�•iL•Atf.ltit ie�n; , 1j:'c:tiOnattheJobsiteatthere ucstoftheBuddingOffelal. This NOA revises NOA#16-0629.12 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. j Y 4ou� r NOA No.17-0614.69 tiy�a Expiration Date: April 30,2020 *� Approval Date: October 26,2017 Page 1 a, _ � ..,F - .t• ." � � .. .. :t t - r � i, � .. ,. j . � �. ; � � Y_ _ l > �. .. - .. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 'T binitted under NOA No. I4-0930.25) 2. ;ril wftig No, _N t-5520.0 titled"Vinyl fixed Window NOA(LM&SMl)", sheets 1 thmugb. 11 of 11,dated 09/09/14,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed uindol; and an aluminum sliding glass door,using: Kodispace 4SG TPS r% Y® - --- $17aCerSVSlCili, vuin�czti ��nici ��>iciii_ t!Lt1)V- .Pa0er NXTTmspacersystemandXL T _ _ _ • ___7_c__1 Y___ �(loeT"'-�rl�tl:ri:����riii ni ;ij�e��n�r�� u�:,��J iii•e»arecl 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. If Z (Submitted under preV.f-ja.a r Uw� = •iYUVt•y r LYa _� - rr•_ nr.�+ .�• ., 102-94 2. Test reports on: 1)Air a.itt_i_t.tt.at�i��� �cti+.;1�[,T r���_._ �h,�� i., 2)Uniforn� essu_re..TF-,-, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 r o- aumg per FBC,TAS 203-9 �- - -FQ� -411.3.2.1,and TAS 202-94 along with marhbel-„1;',�� a; >��;� �����>,1�- d'asgram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897,dated 08/01114, signed and sealed by Idalmis Ortega,P.E. (Submitted ur--!ier NOA No. 14 0930.25) C. CALCULATIONS 1. Anchor ,e<. fi^at on calculations and structural analysis, complying with FBC-5th Edition ,(2014), dated 09/18/14 and 04/07/15,prepared by manufacturer,signed and sealed by Antliony Lynn Miller,P.E. (Submitted under NOA No. I4-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). �7�UAQ, Manuel P ez, .E. Product Control xa finer NOA No. 1 - 614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-1 .. 6 'I', - ... � . ,; � � � -. i _ _, 3 _ .. ` i- �;r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED E. MATERIAL CERTIx C:A-1 tUNS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol® Aud Color PVIQ Glass InterIay,rs"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their entpyGlas®(Clear and White) Glass Interiayers"dated 06/25/15, expiring on 07/04/18. 3, NnticP of Ac:c:entance No, E.6-0712.03 i3sved to ENERGI Fenestration Solutions USA t r l�eL"`�Litc 1'�igi PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptao.�: :No. 16-071.2,04 issued to ENERGI Fenestration Solutions USA, Inc.for their"Bronze and Ligh'ie:Ss ad es of Can Coated Wiite R➢oid T�rTC Exterior Extr ra- __- W �'�,ir L.•-_:.o f-p ikors"dal(-,_; ;9/15116,expiring on 04/16/20. 5. Notice of Acceptance No. 1.6-0 7 i 22.05 issued to ENTRUTI Fenestration Solutions USA, Inc.for their"Performance Core Rigi.,= 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 5th Edition(2014),and FBC 0"Edition(2017), dated August 29,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of aao;u�aiACinl interest, dated June 9,2017, issued by manufacturer, signed and sealed b, r :,1tlhony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14,signed by Jaime Gascon,P.E. Supervisor,Product Control Section. l �by3zitteri. .dQr?+TOA No. 14-0930.25) 4. Proposal No. 16-0-125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. t` -bmitted under previous NOA No..16-0629.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.12,issued to PGT Industries,Inc. for their Series "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel a ez,P.E. Product Contr aminer NOA No. 7-0614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-2 GENERAL NOTE:SE.;:IES 5520 IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL_FIXEDWINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF IMPACT RESISTANT TABLES 4.13.SHEETS 6.10 THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX.BUCK WIDTH SEE TABLES4.13 MAX.BUCK WIDTH SEE TABLES 4-9(SHORT OR LONG SIDE) (SHORT OR LONG SIDE) _ 2)SHUTTERS ARE NOT REQUIRED WHEN USED IV WIND-BORNE DEBRIS REGIONS. MAX,O.C.SEE r 1.25 MAX FOR INSULATED GLASS INSTALLATI ONE;ABOVE 3V IN THE HVHZ THE OUTBOARD B,SEE I' - I TABLES 4-13 r 8'MAX D.SEE _ �t � MAX.O.C.SEE TABLES 49 jj- LITE(CAP)MUSTTEMPERED. SHEET34 - I I SHEET4 I pR0[rilCTREVLSED as comp{y;,,g wilblLe F�Q4 3)FOR MASONRY APPLICATIONS IN MIAMI-JADL ODLNTY,USE ONLY MIAMI-DADE COUNTY I Building Code APPROVED MASONRYAXCHORS.MATER,ALSUScDFOnA+UCHOREVALUATIONSWERE A�npt°°a 4' SOUTHERN PINE,A3TM Cqo,-.ONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER I VISIBLE VISIBLE 6xpinsioo DNe lvlJv LIGHT WIDTH ANCHOR TYPE. LIGHT WIDTH HEIGHT, --------- --- Mi Da&Product 4)ALL WOOD BUCKS LESS THAN 1-1/2•THIC,,0U 1'i:,BE CANSIDERED IX INSTALLATIONS. -- TABLES 4.13 r� -�r- --F----------- � LONG OR I 1 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS IN.4i AL I:Z DI;ECTLY TO SUBSTRATE.WOOD I BUCKS DEPICTED AS 2X AREi 1-12'THICK OR GR&%7F,4.1:<.L`JD 2X BUCKS(WHEN USED) I SHORT SIDE) _JR-O6/Do"/17-UPDATED SHALL BE DFSIOXED TO 5"?(OPERLY TfANSFER LGADS'iGTHE STRUCTURE.\V00[)BUCK VISIBLE IL / VISIBLE ANCHORAGE TO FBC 2017. DESIGN AND INSTALL/TIC' E THE RES°ONSIBILITY OF THE ENGINEER,(EOR)OR A I / LIGHT A,SEE CLIGHT C,SEE ARCHITECT OFRECOTD,L!'CI`q• HEIGHT SHEET3 / HEIGHT SHEET4 6`ANCHOR EMBEDME IT70 EASE MA TEF<IA-SHAL-ui3 BEYOND WALL DRESSING OR I MAX BUCK 5NCC0.USE AN(2i0 AS C'F'SLIFFICIEhl7 LENC37n TU A DNJE✓c EMBEDMENT.INSTALLATION� / HEIGHT,SEE ANCHORS SHOULD BE SEALED.OVERALL SEALINGITJZANG STRATEGY FOR WATER I TABLES 49 RESISTANCE CF INSTAL A-1 CN SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX.O.C. (LONG OR Y mSCOPE OF THESEINS'Ti+.;CT't1NS, SEE TABLES I SHORT SIDE) CD •naa 4-13 MAX.O.C. TI Z 6)MAX.1/4'SHIMS ARE REQUIRED AT EACI-:ANCnan::.00ATION WHERE THE PRODUCT SEE J O� Q o IS NOT FLUSH TO THE Lo SUESI r:ATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED TABLES (1J LOADS.WOOD B'JCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RFSIST LOADS - 0 N a K N IMPOSED ON THEM B1"'4E;'//T.DOW. B 8'MAX —+-� �-- Q -- - 1.25'MAX --�I+— O j u�L�� 7)DESIGN PRESSURES. TYP.EQUAL-LEGlBOX& TYP.INTEGRAI_'rIN&J-CHANNEL Ou"I o _ �.oBo A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME Z ANALYSIS AND GLASS PER ASTM E1300. FLANGE FRAME(90°CORNERS) FRAME(90-CORNERS) =ui`' a (ANCHORED THROUGH NAIL FIN) LU v ® uN B.POSITIVE DESIGN LOADS PAGED ON WATER TEST PF:cSSURE,STRUCTURAU CYCLE TEST � 125'MAX. H Z q' ��I � p,NO j PRESSURE,FRAMI:ANA."SIS AND GLASS PER A47M 1?•300. m J C.DESIGN LOPJ)S•UREi E M3V.,OY ALLOWPBLE u'Ft-SB DESIGN,ASO. 6'MAX ---►i r— �' O LL 81 THE ANCHOFAC E METHODS SHOWN HP.VE Bi 3:�N D:WINED TO RESIST THE WINDLOADS 6"MAX o Z ~ CORRESPONDING TO THE REQUIRED DESIGN P F?5SLi7Ei.THE 33-113`YO STRESS INCREASE � MAX. O � O HAS NOT BEEN USED.N TliE DESIGN OF T4IS PRODUCCT.THE 1.6 LOAD DUPATION FACTOR MAX O p \ C. W WAS USED FOR-1^S EVAL JX10N OF ANCHORS tl n*3 WOOD.ANCHORS PiAT C CAM INTO SEE TABLES � MAXMAX•O.C.SEESEE CONTACT WITH OTHER U'SSIM!IAR MATERIALS SHALL MEET THE FEQUIREI)EI•P•:3 OF THE � TABLES 4-9 I— TABLES � ig OO N IeaVS FLORIDA BUILDING CODE p0G=;CORROSION RESIST,%NrE. /413 1 ``�\ 7- 4-9 i ZLLI y 9)METAL SUBSTRATE TO MEET MIN.STRF-NGTH AN:- nICKNESS REQUIREMENTS PER MAX D.C. 1 � ct O Z CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES / VISIBLE Z cl�ag>g VISIBLE 4-13 LIGHT LIGHT JURISDICTION. O 'x' N 10)REFERENCES:TEST REPORTS FTL-7857;ELC:O 1A.'VrON NOA;ELOO CRETEFLEX NON; HEIGHT HEIGHT 4 51 ui ELCO AGGRE-C-ATOR XON SNEP.GI WINDOW AND DCOR PROFILES,LTD WHITE& MAX.BUCK y0 z W vT BRONZEAJGHTEF S-PD_S 27 CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN / MAX T,SE HEIGHT,SEE O Z UJ a SPECIFICATIONP06;Yl0001 On:a RUG'IION,ANSIlA1r:TPANDS&ALUMINUMCES'GNMANUAL HEIGHT,SEE / TABLES 4-9 S O TAB Q�49 VISIBLE (LONG OR I SIDE) alJ1 •asap rapes 11)'PVB'=.DST TROSIFOI.®PVB BY KURARAY AMERICX INC. VISIBLE (LOSHORT SIDE) LIGHT WIDTH 'SG'=.090'SENTRI'OlA9arOINTERLAYERBYKURARAYAMERICA LIGHTWIDTH INC. �' G'MAX. ,`.�ao�..,..1N�lve ' GENERAL NOTES.........................I [H;EIGHT_.uCK",GHTIBLE LIGHT FOR I' I' CEN)� ELEVATIONS..._._..,..._......._........I IDH:BUCK WIDTH-4.3/18' •--►� 6'MAX. 1J?5' MAX O.O.SEE TAI3LES4.9 --� 1.26'MAX. NO.68706 '• FRAME.GLASS&lWCHOR MAX O.C. �' ••: OPTIONS........._................2 -4.3/16' t�T SEE TABLES4-13 MAX INSTALLATION,FLANGE R CODES/STANDARDS USED: MAX BUCK WIDTH SEE TAB)-ES 413 - MAX BUCK WIDTH SEE TABLES 49 ''QQ (/\ /��cp / � EQUAL LEG..........................3 •2017 FLORIDA BUILDING CODE_(IBC),6TH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SID'c.) �7J•'.• INSTALLATION,INTEGRAL FIN 8 •2014 FLORIDA BUILDIXG CODiO r°8C),STH EDRION TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN& �0 •.•• ST F 4y+ ASTM E1300.09 c F J-CHANNEL FRAME(CURVED OR !2oTrc��: s-': J-CHANNEL..........................4 • ���5�• FLANGE FRAM CURV_D '� ""' GLA7JN0 DETAILS.......................6 •ANSIIAF&PA NDS-2016 FOR`NCA:10 CONSTRUCTION �---- ANGLED CORNERS) '�S70NX_l DESIGN PRESSURES.................6-10 -ALUMINUM DESIGN MANUAL—ADVI-2015 OR ANGLED::ORNER( �11,11111 W,'y, BOM&ASSEMBLY. ......._.11 —'--'—�' (ANCHORED THROUGH NAIL FIN) .........-. •Ausl S100-12 •AISC 360.10 A.LYNN MILLER,P.E. P.F.#58706 I - , �� ;, �� � � �¢:; ,, . .. p; . . .. � �. ry ,, , •,'� •.x �.; .. � � � `i .. -. •i �. � � �. .4„ .. ,i. %i .. TABLE 1: Wave Table 'A"=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Description # 'H'-N FAT STRENGTHENED Typo I Y'-i EMPERED 7 7/a'Laminated I.G.:1/6'A Exterior Cap+7/18"Air Space+5/16'Laminated;(2)Lites a Iill"A class with.090'PVB IMedayer 4 •PVB•=,090'TROSIFOL® 8 718"Laminated I.G.:1/8'T Exterior Cap.7110 Air Space+5/16'laminated;(2)I.itea o",16'A Glass with.090•PVB Intedayer 5 RVO BY KURARAY AMERICA,INC. BOX OR 9 718"Laminated I.G.:311T A Extedor 00+318"Air Space+6115'Laminated;(2)Lit as cP IAr A glass with.090"PVB trltedayer 6 'SG'=.090°SENTRYGLASO EQUAL 10 718'Laminated I.G.:311T T Exterior Cap r 318"Air Space+5t19"Laminated;(2)L.i:es O1 46'A Glass With.090"PVB Intedwer 6 INTERLAYER BY KURARAY FLANGE LEG • AMERICA,INC. 11 V Laminated I.G.:1W T Exterior Cap+7116"A.,Space+7/'I'i .ondn!ded;Q We$at cI'6'A Glass With.0a,'F'VB Int f!,kjer 7 12 1"Laminated I.G.:3116'A Exterior Cap+3/91 Air Spr.ce+ r/•I i'Lamina`tdT(2)Lftvr,a I'16"_A Glass With.0910'_PVB fnWilayer 6 13 1"Laminated I,G.:'116"T Extedor Cap+31W Alr Space+:'/'1 r Leminaledd(2 Los e'i.'�'A GI ass Mth.49[' °9r3 IM!"a10r 9 14 1'L aminateC f,r3.:3/18'A Exterior Cap+316'Air Space+ r/1 S"Lim_IncrAd;(a►Lit III; rr:i'16"_A Glass vAth.0911 313.Inte!layer 10 15 1"Laminated LC, 3/16"T Exterior Cap+3l8"tilt Spaco+7/1tt"I migsd_ed;Cam)L is s c' 6"A' a uvlth.09C"_lt;Inte'agor 11 GLASS TYPES 14 THROUGH 16 1"Lsminn ed I.G.:1/8'T Exterior Cap+7/1G°Ar Space+'tu r p emint led'(2y Lies c;c,1 G'H Glass uvith.C�r.°!t! Inter aylx 12 17 MAY Nor BE USED WITH 5 g _ _ J•CHANNEL OR INTEGRAL 17 1"Laminated I.G.:2/16"T Exterior Cap a 3/0°Air Space+7/11^1-nminsted;(2)Lites e.of.6'H Glass vdth.CC !;;Intw ayor 13 •FlN FRAMES. J-CHANNEL INTEGRAL e...._.. FIN TABLE 2:ANCHORS INSTALLED THROUGH FRAME GroupAnchor Substrate lttln.Edge Min. •M 14.OF 3THREADS Distance Et7lbsdt^.?3riY BEYOND THE METAL P:r.SotrtFrimlrle�S.t SU35TRATE. #10 SMS Steal,A36' 3/B" O.0:i1','' — (steel,18.8 S.S. _.. ' "UNGROUTED CMU" Steel Stud,A653 Gr.33' 3/8' 0.0451"(,'i Ga) VA_UES MAY BE Or 410 S.S. A ) Aluminum,8OG3 f5' WIT, 0.050" USED FOR GROUTED P.T.S--nem Plus(SG=0.55) 1 7116" 1�rg" CMU APPLICATIONS. 3(16"steel Ultrecon Core., {mire.2.BS ksl) 1" 1'/8" Ungra wd i7A{LI,c;a,S'M G90) 2-1/2" 1-1/4" #125M8 P.T.Southern Pine(5G=0.55) w:> 1318 ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON F_XAMPLESSHOWN.INSCRIBE THE SHAPE INA BLOCK(SEE EXAMPLES (steel,18 8 Steal,A36' �316. 0.050' BELOW).AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10. Or 1,I S.S.S Steel Sind,A653 Gr.33' 3!8 0.0451'(1S Ga.)1 LONG , LONG LONG SHORT g ) Acin --- EC I'•f5•- __ 3/8^ 0.063° I SIDE S F+--SIDE +{ }--- SIDE—�� —I SIDE I- 1/4"steel L1Braoon P.T.Swtham Pcne(SG=0.55) 13/8 r——— f—— ———1 ——— T — PROWCFRMSED 1l4'sNel Creteffex P.T.Southrm Pcne(S,=0.55) +'� 13l8" �w {rw �w I B ildin complying with O�OFWfF88 ,y �j Building Code VA"steti Aggre�3ator P.T,Sauthafn Pine(SG=0.55) 1 1" 1318" y� Y/ Mv�-i 1� Nv��i A«wratt�tto (ol ' 1/4°steel Lgtr,Gat Corcrete Inn2.85 ksi} C Ungrouted CN,I.',(AS7th.C-90) 2-1/2" �_,—...-- —. LONG LONG LONG acon LONG LONG 1/4'steel Cteteftex , Concrete.in Iri,d,3S ken 1" 13/4" I� SIDE "I I� SIDE �`( I� SIDE SIDE I ♦* SIDE i --- IF —� — r — —� r ° 1/4"steel'!Itmcon Concrete(min.285 ka,) 20112' 1 3/4" T Cortcret dNn.3.3:ksl) 2-1/2" 13/4" awl mow) I ¢w irw �w NO CHANGES THIS SHEET. 1!4"steel Cretellex �i �j p Ungrouta:c 61U,(A` 'IAC90) 2-1/2° 1-1/4" oN� oy� ) =y =y r 1!4'steel Aggre Gator I Conumte[.wli.iI.'il ks, I} 1-1/2" 8• �" m n1 I h Grouted CMMAU,;As r1�090) 2^ r i i i L L— — i L TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min.Edge Min. I `11atl11 01r11' Distance Embedment E 2-1/T x.131 Common Neil P.T.Sa.tl lire Pine. iG=.55)I ::ns" 2-7/18" 1070 TECHNOLOGY DRIVE ���q`I��NY�ENyN!�i� 2 v2'Rnrd nl+eN:Rcoing wn4 P.T.5auliura Pine(SG=.55) .Itr 2-7/16' Material Min.Fy Alh Fe N.VENICE,FL 34275 V � a^ P.T.S"tu;m Pine(Sir-.55) i 112" 1318" Steel scree 92 ksi 120 ksl (941}480 1800 =* No.58705 *= 010 Truashead SMs Aluminum,BCe3 T5" 918" 0.050' 1"screw 60 ksi 95 ksi ® (steel,1&8 S.S. 410 Screw 90 ksi 110 ksl COPYRIGHT®�17 PGr ItrOUSTRIES.INC. i O A � :• `• Steel Stud,GJ.33• 3!8' 0.0451"(18 Ga.) CERT.OF At t129296 ALL RIGHTS RESEnveO 1J cr 410 S.8.) Heo ffiaxt9 S318hi 96 ksl F Steel, 318° 0• •MIN.OF3 Elwt9traCon® t77ks1 VINYL FIXED WINDOW NOA LM&SM) 9/9/14 R P.T.SWftemPlne(SG-.55)1 0116' 13/8" THREADS 410SSElcoCretelae%40 1e9.7ksi ( x 1D �O\ ; #12SM$ Altrnlnum,6�T5' :V6" 0.063' BEYOND 80wT5AIulnimar zzksi m i O u (steel,188s.s. Stets Stud,Gr.33' I are" o.aso THE A99 ed 58ksi oGLASS/ANCHORS/FRAME OPTIONS , J ROSOWSKIor410S.S.) METAL Gr.33 Steel Stud 45 ksl " ° A.LYNN MILLER,P.E. I Steel A36' 318" 0.050° suBSTRATE. PW-5520 NTS N 20F 11 az° MD-5520.0 z B PLEA SI'r05 ��; i i ?1 � i � i � � .. � ` � � .� � � .. I � � . '. - � � _ � � f n v •.�:� .. - •�Yv � i ` .. 1� _ � _ _ . - I i. � '' ' it 1 .� _ I .. K � � i r E � � .: . ! z.., , '_ _ _._. _ ._. .. 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 CONCRETEICMU, BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2,THIS SHEET. OPTION 1 EMBEDMENT EMBEDMENT- ANCHOREDTHROUGH J--- EDGE DISTANCE IV MAX. 1/4'MAX. FRAME INTO 2X WOOD SHIM 2 4 SHIM FRAME OR BUCKST'RIP, SEE NOTE 2,THIS SHEET. •a EDGE EDGE C7 EMBEDMENT DISTANCE 6 Q •'DISTANCE FLANGE I I Am _ FRAME SHOWN TYR ANCHOR TYPE, 1"THICK LG. ANCHOR TYPE, EMH 2. SH M' EMBEDMENT AND EDGE Q u EDGED STANCE PER DISTANCE PER SUBSTRATE,SEE TYP.ANCHOR TYPE, SUBSTRATE, �Jj •. EMBEDMENT AND SEE TABLE 2,SHEEP 2. TABLE 2,SHEET 2. 6 EDGE DISTANCE PER a Q 6 SUBSTRATE,ET2. '.�:oDL_ c� rlI Ire•THICK I.G. D FLANGE EXTERIOR P VISIBLE LIGHT WIDTH T •• FRAME EOUAL- SHOWN LEGIBX 7/e•THICKI.G. NOTES: BUCK WIDTH SHOWN 1)USE ONLY SUBSTRATE•APPROPRAT E ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS,ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FBC COMPLIANTALUMINUWSTEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAv'c.E USEL INTG WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 3 SHEET 2. PER TABLE 2,SHEET 2.ALL'NOOD SUCI(S LESS THAN 1/4'MAX. SUCK VISIBLE 1-1r2•THICK ARE TO BE CO SIDERED:X HEIGHT LIGHT INSTALLATIONS.1X WOOD SUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL Ile MAX.SHIM HEIGHP UNIT IS INSTALLED DIRECTLY TO SUBSTRATE,WOOD SMS(GB},SEE ` BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR TABLE 2,SHEET2, GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE PRODUCT AVIVISFD DESIGNED TO PROPERLY TRANSFER LOADS TO THE w MAVJyjm wirb tln:F1'o& STRUCTURE.WOOD BUCK DESIGN AND Baildiag Cade j •D INSTALLATION IS THE RESPONSIBILITY OF THE flan ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR 14EIG44T(ALSO REFERRED �(`l ANl °Q0 TO AS DAYLIGHT OPENING)IS MEASURED FROM C� �Q , I'THICK LG, BEADING TO BEADING. FLANGE EQUAL HOW FRAM X NO CHANGES THIS SHEET. ' SHOWN FRAME TYP.ANCHOR TYPE, SHOWN ' EXTERIOR n EMBEOMENTAND Cab o EXTERIOR 4 L U EDGE DISTANCE PER J SUBSTRATE,SEE INSTALLATION15 INSTALLATION TABLE 2,SHEET 2. EQUAL- OPTION 4 OPTION 4 LEGBOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL 00%It fill, T! FRAME 114•MAX.SHIM `�\``��1Y.LY/y!V SHOWN 1070 TECHNOLOGY DRIVE , ° N.VENICE,FL 34275 �`� � ' 1dOEM r(� -7T----}- (941)-4BO-1600 No,68705 EMBEDMENT •,•T�' ' .. 'r ( • I ® 1*• � ••`• (XIPY OW92017 POTINDUSTMES.INC. •�•• CERT.OF AUTH.029296 ALL RIGHTS RESERVED VISIBLE LIGHT FORMULAS �O / �` INSTALLATION WIDTH;BucK WIDTH-43r16• OPTION 2 HEIGHT:SUCK UCKWITHEIGHT--3/19' VINYL FIXED WINDOW NOA(LM&SMj g 919114 ��F'•. ZoglD�..•' ���� ANCHOREDTHROUGH EDGE DISTANCE FRAME REDT DIRECTLY INTO • 9 FLANGE&EQUAL-LEGA30X FRAMES m J ROSOWSKI ''S 70MgL ���`�� VERTICAL SECTION B-B Tr"""lA1 CONCRETEICMU. 1_ ` . . A.LYNN Me.LER,P.E. '„ PW-5520 ,� NTS 1 30F 11 gz MD-5520.0 q° B p,c#5g705 ' t i �I r 'i .... ?". � '- - r . � � 4 �. ... i 1 .. ,. � _ I J .. _ ,.. •>. � i '. t t -. .. � t ,. I . .. .. - .`_ { ,' INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION. 1/a'MAX SHIM ANCHORED 6 OPTION 5 1W MAX.SHIM HORED THROUGH ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. �- EDGE DISTANCE ANCHORED THROUGH rT FRAME OR BUCKSTRIP.SEE SEE NOTE 2.THIS SHEET. INTEGRAL FIN INTO 2X WOOD r EMBEDMENT I a NOTE 2.THIS SHEET. FRAME OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE L� 6 J-CHANNEL FRAME SHOWN EMBEDMENT o I'THICK I.G. 1 1/4'MAX.SHIM TYP.ANCHOR T �a -^ EMBEDMENT AND AND Iul _jL TYP.ANCHOR TYPE, EDGE DISTANCE PER ' EMBEDMENTANDEDGE SUBSTRATE,SEE g DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. I C,RgI EMBEDMENT AND TYPE, a SEE TABLE 3,SHEEP 2. (SCREW SHOWN) DISTANCE R SUBSTRATE, 5 (NAIL SHOWN) 0O FIN DISTANCE PER SUBSTRATE, 7/8'THICK I.G. {I D FRAME SEE TABLE 3,SHEET 2. J-CHANNEL EXTERIOR �---- VISIBLE LIGHT WIDTH 0 7 SHOWN (NAIL SHOWN) FRAME 718'THICKI.O. NOTES: SHOWN BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIAne HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2&3,S'r19eT2. FOLLOW EMBEDMENT AND ED3C DISTANCE LIMITS.ANY INSTALLATION OPTION SHOVYN MAY DADE APPROVED MULLION,Fee COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF TTIE WINDMl7' MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. 2)MASONRY ANCHORS MAYBE 1.SED NTO WOOD AS PER TABLE 2,SHEET 2,ALL W ODD 13LICKS LESS BUCK VISIBLE THAN 1-10THICK ARE 70BECCNSIDF.RED1X HIM HEIGHT UGHT INSTALLATIONS.IX WOOD BUCY.>ARE OPTIONAL HEIGHT IF UNIT IS INSTALLED DIRECTLY•iO SUBSTRATE. 1/4"MAX.SHIM #10OR#12STEEL SMAX. WOOD BUCKS DEPICTED AS 2X ARE 1.1P�THICK SIAS(05),SEE SHIM OR GREATER.IX AND 2X BUCKS(WHEN USED) ^ TABLES 2&3, SHALL BE DESIGNED TO PROPERLY TRANSFER �_J SHEET 2. TsODUCP REVIS tlw ED LOADS TO THE STRUCTURE WOOD BUCK DESIGN II9 ildirg Io8w8e FIQl� AND INSTALLATION IS THE RESPONSIBILITY OF Building Code g THE ENGINEER ORARCHITECTOFRECORD. Acceptance ' 0201 F', OSs 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO BY REFERRED TO AS DAYLIGHT OPENING)IS �Q D4<!D act I'THICK I.G. MEASURED FROM BEADING TO BEADING. FIN AND/OR FLANGE MAYBE NO CHANGES THIS SHEET. REMOVED IN-FIELD o LLL��_JJJ o INTEGRAL FIN eo EXTERIOR � EXTERIOR Q TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWNID s O 0 3 AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 3,SHEET 2, INSTALLATION OPTION 7 INSTALLATION OPTION B 1�3INSTALLATION THROUGH THE FRAME, INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, FIN INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. `111111 FRAME SHIM MAX \�`` Y LYN SHOWN SHIM 1070 TECHNOLOGY DRIVE ��` o........!V,��`",ram �2't VC'EN`S�••.y INSTALLATION N.VENICE,FL 34275 PTIEDEDGE (941)4804600 =*: NO.SB705 O ON 5 DISTANCE _ ANCHOREDTHROUGH ® COPYPJGHT02017 PGTINDUSTRIES•IHC. *_- INTEGRAL FIN INTO 2X CERT.OF AUTH.#22286 ALL RIGHTS RESERVED WOOD FRAME OR —� VISIBLE LIGHT FORMULAS = STATE F BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH-4-3/16' VINYL FIXED WINDOWNOA{LM&SM) 0 919/14 %'�+s•.�tOg1DP..••' THIS SHEET. tf— EMBEDMENT HEIGHT:BUCK HEIGHT-4-3/16" ��i s/.• • NG��� J-CHANNEL&INTEGRAL FIN FRAMES g,�' J ROSOWSKI VERTICAL SECTION D-D A.INN MILLER,P.F- a N PW-5520 NTS 40F11 9 MD-5520.0 z B P,E,#587D5 �' .. _ ', ... - - :S i .. t i r - � _ ,; "., :� 71W NO 7/8" 71W NOM. 718'NOM. �+- 5/16"AIA PVB 5/16"A/A PVB I I 5/16"A/A PVB I 5/16"AIA PVB I I 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PRODUCT REVISED 1/8"A GLASS 1/8"T GLASS 3/18"A GLASS 3/16"T GLASS as complying witb 9w Sbi*8m yt�ng& .0 4. aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Ecprmtion Date By 80�3 80.93 80-83 80-83 M' Dade Pmdnct GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET. 2 �+- 1"NOM. 1°NOM. -►f 1"NOM. -�{ 1'NOM. �{ I I I I Y m LU 7/16"A/A PVB 7/16"A/A PVB 7/16"AIA PVB 7/16"AIA SG O 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE }n ;�o OIK 1/8"TGLASS 3/16"AGLASS 3/16"TGLASS 3/16"A GLASS O g j aEXTERIOR a EXTERIOR G]EXTERIOR EXTERIOR =W o 80.93 60.83 80-63 a0�3 c W S2 SM0 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 o z 8 0 0 z 3 Q jaa4$ ® z J to 1'NOM. 1"NOM. 1'NOM By . F Z MiamiDadoProdudCaWl LU 0 Bj"$ 7/18"A/A SG 7/16"H/H SG 7116"H/H SG EXTERIOR a �� cli o _ _ Z 3/8"AIRSPACE 7/16"AIRSPACE 3/8"AIR SPACE 1/2`NOM.GLASS v Z_ 3/16'T GLASS 1/8"T GLASS 3/16"T GLASS ��l SITE TYP. 5 CD a epl •�saa saue$ G]EXTERIOR a EXTERIOR a EXTERIOR 6 , 7q `1``„ �*,,aaNY LYNA, 80 83 80 83 80 a3 �` �;•'�\cENSF �!!� GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 76 * NO.56705 >t q "A' ANNEALED . WTnE •���• 'H"-HEAT STRENGTHENED GLASSTYP'OTES 14TMOUGH %��•••:�ORIDP.. PVB MOPE ERE TRosIFOL® 'J-CHANNELORINTEGRAL TYP.GLAZING DETAIL �'%;S�O1VAL PVB BY KURARAY AMERICA.INC. •FIN FRAMES t t I t 1111 11, 'SG"=.OST SENTRYGLASO A.LYNN MILLER,P.E. INTERLAYER BY KURARAY AMERICA,INC. P.E#38705 - I .. � I ;1 � J 1 � '. `� -, �1 TABLE 4: indaw Des4n Pressure,(+1-pst`) _ Use+nl�+cla Ta Ghss 7 tf3"A Cap-Airspace-5116"A1A with Pv'B-� - ryx Window _ Long Side(in) TABLE DIMENSIONS MAY BE T Dimensions 51.05 54 5R 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR 18 +/5D +/•60 +J-60 +/-6D +l50 +/50 +i-50 +/-50 +/.50 +150 +/-50 +/-50 HORIZONTALLY AS SHOWN. 20 +1-60 +/-60 +/50 +1-5D +1.60 +/5D +i 50 +/-50 +/-50 +/50 +/•60 +/-60 S,pE PRODUCTREVISED 22 +/-50 +/50 +/-60 WE +/-50 -50 +i-60 +/$0 +/•So +/-So +Tio +/-60 f+— LONG SIDE DutdQe a th� 24 +f50 +I 50 +/•50 +1-50 +/-60 +1•50 +1-80 +1-5D ca +/-80 +/50 +/•80 +/�0 r— Acmp�No + E.piralioalh* . 26 +/50 +/•50 +J50 +/-60 41-60 +/50 +1.60 I +/-50 +/50 +/50 +/50 +/.SD SHORT 28 41-50 +/50 +/.60 I +/-60 4/-6D +f50 +l50 +/•50 +/50 +/50 +J•5D +1•50 SIDE M�ionu Dsde Prodlx!'C9ttst)g 30 +f50 +/50 +/50 +/50 +/50 +/50 +/50 +l50 +/60 +/50 +/50 SHORT € 32 +150 4150 +/-60 +/-50 •N-60 +/-SD +J50 +/-50 +/-50 +/50 SIDE NO CHANGES THIS SHEET. 9 N 34 +!-SO +/50 +J-W •F/-.A +/-P +150 +1-60 +/-60 +/-b0 w36 +150 +150 +/-60 I+/-w +/-8U +/50 +150 +150 LONG SIDE 'AS 38 +1-50 +1.60 +/5D +!� +ffiD +/50 +150 __ —~I z" 40 +15D +!60 +/50 +/-50 41-W +/50 A2 +/50 +/50 +l 56 +/60 +/50 1AM.O.GSPACINGIFANCHONNG MAX.O.C.SPACING IF P.ACHOR,h G SHORT LONG THROUGHTHEFMMEPERSFEETS3&4'THROUGH THE INTEGRAL FIN PER5H&—r4 SIDE SIDE m 44 +/5O +/50 +/-50 +/-W --- — i 5�f y 46 +150 +/50 +/50 APPUESTOA,B,COP.DAN(:H31S APPUFSTO EORFANCHORS fA •hey 48 +!5U +/50 (SEETABIE 2) (SEETAM 3) O 61.05 +/50 }U' N arm Oa, N SHORT O -r SIDE �J O a w 0 2 Ir" mLLf n u TABLE 5: U 0 O O Window Design Pn9sslrre,(+!•iaB! usen�msm c CO) "a fcr Glesa 118"T Cap-Aim-,c0-5116"A/A wltt1 P'vo- o Window r� _��-•�_�Long S44(in) Dimensions 60.926 64 —GB70 74 77 80 84 87 92 97 99 Z m 32 41- +/5D +/-w +150 +1.50 +/50 +/-50 +1.60 +1-60 +/50 +f-56 +/-60 +/•50 K p w / vs as 34 j +/•60 +156 +I.50 +/50 , +h50 +/S0 +/5O +L50 +/5D +/-50 +1.50 +1.47.3 +146.7 Z ? Z 36 +) 1.50 +/-5D +1-50 +/-50 +1-60 +/5D +150 +/-i0 +/-30 +f•50 +1•47.5 +/46.4 +/-44.6 +/50 +!60 +150 +150 +/-60 +!-W +1-49.1 +1-46.1 +/.43.9 iR O • Lu a1�-s 40 +l50 +1-50 +l50 +/50 +!50 +/50 +/-50 +/50 +/" +/-08.2 +/-45.1 X ci42 j +140 +/-50 +/•5D +/-50 I +f•50 +/-60 +/•50 +/•W +l•49.8 +/•47.444 +/-60 +/5D +150 +/-S0 +/-80 +/-60 +F60 +/50 +/a8.9 Z Li ' 3, y 48 +/{iD +l50 +15D +15D 1 +140 I +/•50 +/50 +1.49.9 z G O,• +/-50 +/•50 +1-60 +/-50 +150 enl •ot sea seu"s 60 +/-50 +/•SD +/50 +/50 +1 SO +/50 +1-60 +150 +15o 1 MAX.O.C.SPACING IF ANCHORNG NIax.O.C.SPACING IF ANCHORING \ ♦�`r1Y IYN�y������ THROUGHTHEFRAVS�SRSHE5TS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 ♦ �O 4 i� 64 +/aS0 I +/-60 +/50 +/-60 -a=�.�... NOTES: `♦♦ E :' OENSF •l( 66 i/60 +/-50 +150 APPLIES TPA,P,CPR74-C"ORS APPUESTO FOR F ANCHORS 1)BUCK DIMENSIONS SHOWN. .• IL----- ISEE tWil::!i (SEE TABLE 3) •.� • 2)FOR SIZES NOT SHOWN,ROUND UP TO THE * No.58705 60.926 +/•6D �3s' 3S•FOREAN[HORS,4'FORFANCHORS *= NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), p ' ` FIND THE SMALLEST SQUARE WINDOW SIZE IN —AN I- IMI •'.I, � 1 TH E TASLE(S)ABOVE WH ICH THE ARCH ITECTURAL ••.FCORtDP,.•'��`♦ WINDOW WILL COMPLETELY FIT WITHIN. �S3� �C?\\ ,ONAL LS,,": A.LYNN MILLER,P.E. ' P.E.N587D5 TABLE 8: Window Des�gn Pressure,(+1-psP, usethsIB6d 3/16"A Cap-Airspace-5/16"NA with f�4l[j' -' ruaass 9&110 3/16"T Ca Alrspece-6/16"A/A with ti�f i— Types".A" � TABLE DIMENSIONS MAYBE Window Lang Side(in; ORIENTED VERTICALLY OR DnwWona BUM S4 CC 68 7O 74 r 60 84 87 1 O:? 97 99 HORIZONTALLY AS SHOWN. 32 +/SO +l-50 +1-"so +150 ,� +/di0 +/-M +1-60 +/-5D +/-50 +1.50 1 +1-60 +1.58 +/-60 LONG ?RODUL17REVISED 34 I +/.so +l-SO +/-60 +ra +/-60 +la +1450 +1•50 +/-6D 44.60 +/-60 +/•6D +/S0 L SIDE B�p�D& IT LONG SIDE Bui:dieg Coda 36 +ISO +ISO +/•50 i/•SO +/So +h93 +/.rA +/•W +1-50 +/-W +1-60 +/-5U +/•60 Expiramo Dare AmapmoaoNo{ 1 'Dtocil j D 38 +/-60 +/SO +/-50 +1•SD i +J'0 +/-5D +JSO r160 +/60 +/-50 +/60 �60 SHORT 40 +/SO +/SO +/-60 +/-50 +/•50 +/-SD +/SO +/.SO 460 +/-S0 +/-W SIDE sp DI& 42 +/SO +/-W +/.60 K +/-w +/a +/•50 4-604-60 +1-50 +l{fl +/50 � � � SHORT � $ 44 +l-W +/-5D +/-50 +/SO +/-W +/-5D +/-SO +1,% +/•60 SIDE NO CHANGES THIS SHEET. 7b 46 +1-60 +/-W +/EO +15w +/-50 +/-50 +/•SO +/-Sp EO 48 +/ +/S0 +lSO — i1.50 +/-SD +ISO - f+— LONG SIDE -- ►i I 60 +/•60 I +1-50 +/•60 +/-W -9-91 I +/-W 62 J�+rso +�60 +/60 4/-SD +/-SO M47f.O.0 SPA!1 GIFANCHORING ~HUVXCI.C.SPACIX IfANQiORMG THAOUGHTHEFPAMEPERSHEET53&4 TkROUGHTHEINTEGMFINPERSHEET4 SHORT 54 } +/SO +/-5D +660 +1-60 LONG APPLIESTOA,.F,:OR DANCHDFS APPLIES TOEORFANCIfORS SIDE SIDE 56 +/-60 +/-60 +/Sp Y (SEE I/�Blli%D (SEETABIE 3) � � 0]'^aN --�15"- 35°FOREANCHOAS,4"FORFANCHORS 80.828 +rsO O N' aD N o �••ti � crop Q N SHORT O ` TABLE 7: _ SIDE Z LL.-1 w , 'Is p o �up Window!Deslgn Pressure,(+1�):,3f Us'mr�c�ask5 :r v i o ma I 1!8"T Cap-AiTsp?ce-7/16"AlAwlti'il6'6, s_ Type,. 41 IW z a co W Indow Long s'la(nn) g Dimenalolla 60.926 64 66 88 70 74 77 80 84 87 92 97 99 o Z y 32 +.170 +1-70 +r.70 +/-70 +r 70 +/-70 +1-70 +170 +1-70 +1.70 +1-70 +1.70 +/-70 p 0 3a +170 +r-70 +r-7o +/ao—� +/70 +/-70 , +/-70 +ldo +1-70 +1.70 +rao +lao +/-70 36 +/70 +/-70 +/-70 +r-7o +� +/70 +-70 +/.70 +/-70 +r7D +r7o +r-To +/-70 ® po W ,Hays 38 +/70 +/•70 +rao +I-70 +r70 +/70 +1-70 +770 +r-70 +1-70 +rao 4/70 Z j co 40 +/-70 +r•7D +1-70 +/-70 ) +/-/0 v +/-70 +/-70 +/•70 +1-70 +1-70 +1-70 42 +/-70 +1-70 +/•70 +/70 +� +/-70 +F70 +/-70 +1-70 +1-70 I WU0� w oloig $ 44 +1-70 +170 +1-70 +/-70 +/-70 a +/-70 +/-70 +/-70 +1.70 0: X 0. ; o w 46 +rao +I70 +1.70 +1-70 +1-70 +/-70 +/-70 +/-" LL z N g 48 +r70 +/-70 +rao +r 70 +170 +r7o +A7o z v� 60 +r 70 +170. +rao +1-70 j +r70 +170 1 5 0 � a 52 +/-70 +/•70 +1.70 070 +/-70 MAX O.0 SaACIA:o IF0.kCHOPJNG MAX.Or-SPADNGFANCHOPoNG apa 'o`sap:LS THROUG-HTHEfRAri'EP.2i SHEE153&4 THROUGH THE IWEGRAL FIN PER SHEET4 64 +1•70 +/•70 070 i/-70 70 AFFIAS10%C•7R13INOIORS APPUESTOFANCHORs `�`�O�arLYN/yr''/�,� 56 +/-70 +/• +r-70 ('iE1:7r10E2) (SEETABLE3) ♦ GEk' NOTES: 68 ++/-70 +/-70 60.928 +/70 ]SS" 4' 1)BUCK DIMENSIONS SHOWN. = V SF''•!!-- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 7k: No. 587a<i NEXT AVAILABLE SHORT OR LONG DIMENSION. •: 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 'p•: b ( j�'^.:� FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL '••.;c[ORIDA..•' WINDOW WILL COMPLETELY FIT WITHIN. 'is AL A LYNN MILLER P.E _ P,E.il587Q5 i _.. . .._ '� .. „ 1 � � , � ' ,f _ . .. . .. - ,� -; r, . ,. '�: .� '�,. �. , - .' _ �, ,. � .. . � � , �' I � i '.. -t. I j � a � ' . ! ' ? r 1 4 ' - j _ ' I i i �... � � i TABLE 8: Window Design Pressure,(+I.psf] d lbe mis lalle la Glass 12 3/16"A Cep-Alispace-7/16"AlA with PVB Types: Window Long Side on) TABLE DIMENSIONS MAYBE Dimanslcm 0.649 71 73 76 78 80 86 66 89 92 9R.y� 99 ORIENTED VERTICALLY OR 32 +/-70 +/-70 +/•70 W-70 +170 +1-70 +/•70 +/-70 +1-70 +/•70 +1-70 ! +/-70 HORIZONTALLY AS SHOWN. 34 +/-70 +1.70 +1-70 +/-70 +1-70 +1-70 +1-70 W-70 +/•iD +/-70 +1.70 +1-70 LONG PRODUCT IREVISEID 36 +1•70 +/-70 +/-70 +/-70 +/-70 +1-70 +1•70 +1.70 +/-70 +/-70 +/-70 +/-7D SIDE g9wmpl 6+vImlb° I►--- LONG SIDE BmldmgCode) .0 14.OQ 38 +I-70 +1-70 +r-70 ,/-70 t/•70 +l-70 +/•70 +)-70 +I-TO +1.70 +/-7p +r-70 Ac�ePano* 40 +1-70 +1-70 +N70 +/•70 +/-70 +1-70 41.70 +/-70 +/-70 W-70 +/•70 +/-70 E Pit O°fe 42 +/•70 +/-70 +/-70 +/70 +/70 +/-7D +/-70 +/•70 +/-70 +/-70 +/-69.5 +/•66.7 SHORT 8y }Q�/ SIDE M' Dads Pmd"ct CodtrgY} 44 +1-70 +!-TO +/.70 +/•70 +1-70 +/-70 +1-70 +1-70 +/-70 +/.69,9 +!-f,�5..4 +1.037 � I SHORT�� I CJ 46 +1-70 +/-70 +/-70 +/-70 +/-TD +1-70 +/-70 +/-70 +/-69.9 +1-6R4 N-63.9 +/.61.7 11 NO CHANGES THIS SHEET. G 48 +1-70 +1-70 +l-70 +/•70 +1-70 +140 +1-70 W-70 +1.67.8 +1.66.3 +1-61.9 +1.69.7 w60 +1-70 +1-70 +l-70 +/-70' +1-70 +/-70 +/-69.6 +/-68.6 +i E6.? +I.W.4 +/-59.9 -T a 52 +1-70 +1-70 +1-70 +/-70 fit-70 W-70 +147.8 +i•46.9 +/-,A.2 W-6t6 �- LONG SIDE ,Lq 64 +1--70 +140 +1-70 +/-70 +/-70 +/•70 +1-66.2 +/-56.3 +/-02.6 56 +1-70 +1-70 +1-70 +1-70 +/-70 +1-69.2 1 +/•64.7 +1-63.8 SHORT LONG 57 0-70 0-70 +1-70 470 +/-P..8 W-S&I +/-64 1 1 SIDE f SIDE m _ Y 60 +1-70 +170 +1-70 +1.69.7 +187 +/65 3 62 W-70 +/-70 +/-66.9 rh67.9 +/•66.2 M4X•O•C SPA,,.YGIF AN[HOMNG MAX.O.0 SP XONG IF AACAOR!NG Q' .THROUGH THE FRAMEPER SHEETS3Fid THROUGH THE H,TEGR,w AN PER%LXT4 COA 64 +1.70 +- +/•66,3 +/66.3 66 +f BS.9 +/6868.9 +/68.7 APPUESTOB,CORDAPICHORS APPLIES TO F ANCHORS (}'J C4 I- 68 I, (StETABtE� {SEETABIE 3) SHORT T� O +/-68A +/-67.4 55.5' 4° SIDE I' 0.- o 69.649 +/-67.1 z W a I"'1OJ TABLES, W WindoovVes'gnprv.3sure,(•N Ipsfl LLsemisteae - Fo ca 2 3/16"T Cap-Al l<pms-7116"AA w•lih PViB •� for Y3 z J ai Window Long Side(in) _ Z aWn LL O Dimon8lona 69.649 71 /3 76 78 8o 86 8s a9 92 91, 99 z FQ- co 32 •I.70 +1.70 +/-70 +1-70 +r-70 +1.70 +l-73 +/-70 +/-70 +/-70 W-70 470 34 +/•7D +/-70 +/.70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +170 +1-70 +1-70 Z I 36 +/•70 +/-70 +1-70 +1-70 +140 +/_70 +r-70 +/.70 +/•70 +1.70 +/-70 +/-70 € y Z 38 +170 +1.70 +/-70 +rao +/-70 W-70 +/70 +,-70 +/•70 +/•70 +/-70 W-70 Q I w W "1„s 40 +1.70 +/•70 +/-70 +/-70 +/-70 +1.70 +/-70 +1-70 t/-•!D +1-70 +/-70 +/•70 o X CL o 42 +/-70 +/-70 +l-To +1-70 +!/-70 +/-70 +/•70 +/-70 +/-70 +1-70 LL z+!•70 +1-70 r 44 +/.70 +h7D +!-TO +I-70 +/•70 +/-70 +/-70 +/-70 +/•70 +!-TO Z+/70 +/-70 W �? 46 +1-70 +1.70 +1.70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-as c 48 +1--70 +/•70 +1-70 +/-TO +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-".a W-66.3 ems"-"s) rn 07 +/66.6 62 4-10 +/-70 +/-70 +/-TO +/-70 +rao +/•70 +1-70 +/•7 +1.68.6 `\.��Loj,f LYNN�' y 64 +1.70 +/•70 +1.70 +/-70 +/-70 +/-70 +/•70 +/-70 +1-69.6 NOTES `� ••'VlCEN9F 1)BUCK DIMENSIONS SHOWN. 66 +/•70' +1.70 +1.70 +1-70 +1.70 +/-70 +/•70 +/-70 57 +/-70 +/-70 +/-70 +1-70 I +/-70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 'tF No.587D6 ; NEXT AVAILABLE SHORT OR LONG DIMENSION. _ •� � p-.'60 +/-70 +/-70 +/-70 +/-TO +1-70 +/-70 -_-C62 A +1.70 +1-70 +/-70 +/-70 +/-70 MAX O.0 SPACNG IF ANCHORING MAX.O.0 SPACING IF ANCHORING 3)FOR ARCHITECTURAL.WNDOWS(SEE SHEET 2), '. �THROUGH THE FRAME PER SHEETS 3 A A THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN ���••. ST (V�� 64 +/-7D +/-70 +/-70 +/-70 -� THE TABLE($)ABOVE WHICH THE ARCHITEOTURAL %i� •F�ORIDP•.•'���� 66 +/•70 +/-70 +1-70 APPUEST08,CORDAHCHORS APPUESTO F ANCHORS WINDOW WILL COMPLETELY FIT WITHIN. (SEETABLE2) (SEETABLE 3) 86 +/-70 +/-70 /�S�QNA�ING�`` 2ss 39" 69,649 +/-70 A.LYNN MILLER,P.E. P.F-#SMS .. S.'_ r .... - _ _.__ � _ .. .. .. _ .. .. i._- I� ... _ .. ... _ _.. -._... .. _ �. _. ( -- _ _, 1 i � _ __ ., .......__ _...._.__._. .. _. TABLE W. VJirdow Design Pressure, +I-Psi) for Gass 14 3116"A Cap-Airspace-711 6"A/A with SG TY�e Window Long Side(In) Dimensions 69.649 71 73 76 7tt 80 89 � 86 I a9 92 9C qg THOLE DIMENSIONS MAY BE ORIENTED VERTICAI LY OR 32 +8014110 +80!•110 +801.110 +60/110 ` +BOf-110 1 +80J110 +50/-7i0 +60/410 +801.110 +80/-11D +,30/•,110 +8AI=110 HORIZONTALLY AS SHOWN. 34 +80/•110 +80l-110 +60/-110 +80/410 1 +801-110 I +801-110 +30/-110 +80/419 +80/-110 +801-109.4 +Z-71-8.3 +Pla•1D76 LONG PRoD=R VUW 3g +60/•110 +8D1110 +80J•910 +807-1t0 +8D7.109.5T+801.108.6 43tV-10o.8 +SDJ•106.6 +80/-105.6 +SOf-104.7 +e^0/-103.S +btu 1028 SIDE �y�Pa,ply3ngwith9m '+-- LONGSIDE BuitdargCade l�•061,4,.0 38 ocv-109.7 1+80/-108.9 +601.10T.S +601-106.8 +aQ1.905,5;+80/-104.6 +00(--11117 +80f-102.4'4801-101.4 +801.100.5 -iZ0/=S9.4 oW:-98.7 Aaceptunan No 9 40 j+80/-106.3 j+80/-105,6 +BW-104.4 +60/-103.3 +80!•101.9 +801-101�;BD/•UJ,1 +E,0h9a7 +801.97.7 j +801.96.8 +62/+6.7 +BIN-95 � ?� 42 +591-103.11+W/402.5 +W-101.3 +601 0 2 +tq!-B�B +MI.97.9 +sw-W-a +aw 45.5 aEAl-s6.5: +80'-93.5 A/SQ.d +PA/90.7 SHORT I.- SIDE U,13i'a,ni Product CwAld 44 +80/•100.7 +SW-aali 1 +60/•98.8 -60197.6 +@0(-95 +?0/-96 +80/-92,�J +BDf•926 ++i0/-41.6 +801-90.4 1J/:7'.1 +W-84.7 SHORT � ,:: SIDE 46 +80/l"' +8DF97.6' +SW,%,2 +6p1-95 +f01.11.4 +PAh926 +BJf-90 +{y/89.9 +E,Of•83.1 +80 85.5 +SOh63.1 +8J181.6 NO CHANGES THIS SHEET. ®, 48 +�tiN +8D1-95.4 +801N84.1 iSW1 nit +691-91.2 +801-90.2 Wi-86 +SOJ€7.6 +POf•81.11 +8A'826 . +801 8C.2 +17&6 60 r8D'•94,6 +80/•93.6 +80(•922 +30!•90,9 +80/9N.2 +KI.88.2 +E4/-65.4 +60,'-E4.6 ^10/.82.4 +80140.2 +1-77.6 ' + LONG BIDE 3 a52 +80-43 + 2 + 0 +80 9•^ +lDf i7.4 +I.H/86.4 +E0 8 f1 , 64 ysw-9117 +0-s0.6 -►{ a +60i 87.7 f-01 .5.0 r+E'O1.64.7 +601-Gtl +idol-W.4 178A T 66 +80/-90.5 +80t-89.4 +601-87.8 +SW-M4 1 +W/44,4 +E la&2 +J-79.3 +/.78,6 SHORT e � LONG 67 +801.90 +BW-M.8 +601-87.2 +6pJ 85 8 +P/J/-83.4 +WI-82 +1-78 4 SIDE- SIDE y m g0 +�/87.2 4 +mil 86 +67f-84 +601$2b +E�!80.1 +/-78.6 62 +00f 9A.6 ' +t OJ 63 8 +00/62 Y +80/$0.4 +1-78 -�` max.O.C,SPAONGIFANCHORING MA%.O.G SPACJNG IF ANCHORIhG R TRROWtiTREFRAMEPER SHEFT53R�4 THROUGH'niEiNTEGRAIFINPERSkEET4 t3,O to I >-n o on O N 64 +80/820 +80782 +80/•8d1 I +1-78.4 APPLIES TOB,CORDANO10R5 66 +80/81.1 +OW-80.1 +1-78.3 0 N Q � (SEE TABLE I) NOT APPUCAeIE GLASS TYPES SHORT I__ JO (a O 66 +/-79.3 +/•78A ar 17MAYNOTBEUSEDWITH SIDE f z CD ura M f8.649 1 +1.77.7 J-CHANNEL OR INTEGRAL TABLE 11: FIN FRAMES. 'ox Windows 4CfiR°^0:1ee,ure,(+'J-Psf Wen�smee Wz`� +a taCdass 15 3/16"T Cap-Airspace-7/16"A1A with SG Tyre Z d Wuldwv ling sldo�(In) _ Q ~ LL Dimensions 77.78 79 81 83 80 67 _91 94 SIG �99 �1>R% 107 111 36 +BW110 +BtV-110 +50/-i10 +60-110 +I?CI'.+10 +801-11D +0/-110 +80!•110 +801110 +BD/-110 11GI=110 +81>/-110 +8tb-110 ��__..__. o w ""s 40 +FSOi-110 +eV 110 r801-110 +0110 �+•2Cd-110 +BO-JM9 ;$111:i.5 +15U-107.5 +311'106.9 +BD'4051 4i144i:.4.8 +80,.-,04.1 +W-103.3 ® Fa Z j 42 +@QI-110 +rBOb109.6 +01-iO3,3 +80/•167.9 -}ocvDEL7 +0-166.3 +BL'J-1wI.8 +au-103.6 E.:-s'•10.?.'s;_+'X--1018 +'CJ•57.7 +$:J-98.4 +801.94.8 � (/! h 44 �+BQI.107,3 +8W-10G7. +SW-1p6.7 0/-1 80J+804,7 + •100.4 +BD/103 +184-101.4 +W-98.6 �+90'-tt'.7 +fig941 __:9IJ:,1.4 +&'d90.3 +BV-892, W W a 48 N +801.102 +BOf•101.3 +6OW-100.3 H +ey1-M2 +5y-07.3 +40/58.2 14-W 46 +801-90.4 +001.69.2 `. +BW87.3 +8C/-64.4 +W-82.7 +BL80.5 X LLLL o 60 +801.9.8 +80189.1 +W-08-08-D8 +a^9/93.9 +11014%.6 ' +601.931 i •88.2 :• +BQ/-84.3 +80J•81.1 +179.3 +/-77 7 1341 { 51 + A8,8 +801.88 +w-i,�8.9 +6w-95 0f,B + •12 8 +M-92 +Z-a7 +8W86.4 1 00/•95 t +BOI-526 +/•780 +177.7 +/-753 '�' Z co }y i 54 +@A'30,1_ +841.65.3 1 +W.34 +aT-QZ1 +eOl•89.4 +1 01.88.6 +�3';b.J +M4YU +E*1.81.1 +/-76.9 +i 75.3 +/73.2 +1-70.6 > a a u 58 +80(94 +` 80/S3 2 i +801di1.0 +80(90.1 4601,97.2 +@D/-M3 +6Cr'-Z.8 j +U-80.2 4•1-78.6 +176.3 +1-726 +/-7D.5 MILL '�sa0 sauas $ 68 +801.91,4 j +5W gQ0 +Z&-ag +80/87.5 +0-850 +50/-842 +0-50.6 +/-78 +1-7a3 +/-73.6 +/•70.2 `11111I Illlrl j g 61 +W-57.9 ' +BW-87 +B0/-85.3 +80J83.6 +601-B1.2 +60.80.5 +i 77.3 +1.74.6 ' +!728 +i 7D.4 �NYy LYN rA 83 1l +601-66.6 +W-84.8 +'u1'•626 +BDl-8.1.1 1 +/-78.8 +/-78 +/74.8 +/-723 +/-70.8 NOTES: �� �`t!•'.......... YN•til//-�'� 64 +80f.84A +sw-n5 1 +B0/-61,7 +i80j +177,5 +/-78.8 +/-73,5 +1-71.2 Lam_ 1)DUCK DIMENSIONS SHOWN. `� F '•Y0% 86 +8D18?_?. +M-51.2 +1.79.4 +177.8 +1.76 +1-74.2 +1-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NO.58705 = NEX'AVAILABLE SHORT OR LONG 6 MENSION. Be +/-So +/-79.1 +/-77.2 +!•754 +1-727 +1.71.9 ;1✓l/ MAX.O.0 SPACING IF ANCHORING MAIL O.C.SPACNG IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), X- 7p +1-78 +/-77.1 +/--75 +/7a2 - +l•70.5 j 72 +id0 1 +i•76 +/-73 +l•71.1 THROUGH THE FRAME aER SHEEM 3&4 THROUGH THE INTEGRALFIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN. =O TA F APPUES'OF,S:CFDANGi1DA-5 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL i�LE` ••:cCOR1OP,- \���- 1 �7770 I +/•74.1 1 +/-73 +/-71 (SEHTA6lE2) NoTAPPUGBLE �NDOWWILL COMPLETELY FRWITHIN. ����SIONAL�NG ` I; +/•722 +1-71.1 z3r !//Ilitlt111,` +170.6 i A.LYNN MILLER,RE, p.EA SB705 5 I _ ' S TABLE 12: Window Design Pressure,(+I-psf j ^�- Ilse lhistaule TABLE DIMENSIONS MAY BE 718"T Ca -Airspace-7/16"WH WftI1 SG Iw pass 16 ORIENTED VERTICALLY OR p" P Type: HORIZONTALLY AS SHOWN. Window Lang Side Qn) _ LONG 04nonsions 60.926 64 _6B • — 68 70 74 77 80 04 87 _92 _ 97 99 LODE �_- f+— LONG SIDE 32 +80/•110 +8p/•110 +80%110 +401-110 +801.110 +801-il0 +a/-110 +801-110 +801-110 +BD/-110 +EAh190 I +8p1-110 +801-110I. PRODUC(•REVISFA 34 +80/-110 +80/-110 +801-110 +30/-110 +80/-110 +801-110 +b0/-110 +8N-110 +801-110 +80/-Ilo +801-110 +=-110 +8W-110 Q,camoy idA the F lodda 36 1 +B0/-110 j +80/-110 1 +801-110 1 +80/-110 +80/-110 +80F110 +W!-1t0 +Sa-iio +801-it0 +8W-t10 +8W-ti0 ! +80/-1t0 +8pf_110 SHORT BUiidin8CD& 38 +80/-110 +80/-110 ' +601-190 +E0/-110 +901-1 0 +901410 +$0/-1,0 +801-110 +801-110 +80F SIDE Acaeepuanm No •0 Qq t10 +80/-110 ' +BO/-110 SHORT E"W �roa Dow 2620 40 +801-110 +80/-110 +801-110_ 401110 4, 116 +80f•110 +&OJ-11Q i +6N-110 +801.110 +801-110 +801-110 SIDE DY 42 +80/-110 4801.110 +801-lla +801.110 LS0/-110 +801-110 1 +Sot-110 +60+-110 +801-110 +80%f10 M' proana• 44 1'+80/-110 +801-110 1 +80/-110 :;iom10 LP„W-110 +801-110 ! +.S'p/-i 13 +8(Y-110 +SQ/-110 to 46 +801-990 +8i W-110 1 +80%110 +801-110 4.*/-r0 +8p/-110 +801-110 +a-ii0 �+— LONG SIDE �--- J --'-I NO CHANGES THIS SHEET. 19 48 +801-110 +80¢110 +80/•110 +80/-110 +n41-110+801-110 +801-110 T 60 +601-110 1 +8W-110 +801-110 +m-110 IF-CFI- V-110 1 +801410 SHORT LONG Z 62 +9Ql 110 ' +80/110 +BW110 I +80/-110 +80/-'110 MAX O.0 SPACING IFANCHORING MAX.O.C.SPACING If ANCHORING SIDE � SIDE � 64 +80%110 j +80/-110 +80/-110 +80/-110 I THROUGHTHEFRAME-ER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 66 +BOr_110 I +801-110 +8Qh110 APPUEST09,COP 9ANCHORS 68 +BO/-110 I +80/-110 (SEE TOBIE 2) NOTAPPUCASLE m 60.926 +801-110 GLASS TYPES14THROIJGK 7TMAYNOTSEUSEDWITH _I SHORT a u Od a v J-CHANNEL OR INTEGRAL '1 SIDE ❑ qq p TABLE 13; FIN FRAMES. N g ate N Wirvder,Jis'•3(3N.'re6Sure,(+l--psn usem'snela O� 3/16"TCay,-Airspace-7H8"h!ViM%i "113C tw o 17 Z a s Window -sn. ;:de,;In) - --- LL0�V 7 ea Dimensions 77,76 79 09 83 88 B7 —*i1 -- 9E-­_ —gg 104 107 111 118 12G_ 125 136 1a1 F v ��0 -a '9 36 +8D/-1Ia +801-110 +80/-Yi0 +SW110 +$of-iio +801-110 +sw-llo+BO/•110 +QR•110 +D(1/-110 +30/-11C+EO/-110 +8W-110 +BW-110 4flpJ-110 +80%110 +E0/-910 +80-110 O a v W _ 40 { +BOY110 +BOf 110 +80/•110 +801-110 +80110 +PA/-110 +f 01-1 W +801-110 +6N-110 +801-110 +,N/-11C +601.110 +80/-IIO +8W110 +8W-110 +80/-110 +801-110 +8a-110 Z 42 +80/-110 +801-110 +8N-110 +W-110 +t,' 9t0 +W/•110 +i:0F19G +0%110 +£1,F140 +80/•11D +891-11C +80/-110 +80/-110 +801-1t0 +8W-110 +80%t10 +80!•tt0 +80-1t0 O tWpd O 44 , +BOr /-110 ; +801-110 i&T-Il0 +r.O/d10 +-,Of•110 +U01-l"o 4601.110 +KV-110 +801.110 +80.110 +sW-110 +SN-11Q +Sol-110 +80/-110 +801-110 +sW-IIo z Q 48 1 +80/-110 j +601-110 +JO!•110 +80f-110 +y0/•'ti0_1 +b0/-110 +iC!-1,0 + 110 +f.::V-110 +60/-110 +801-110 +80/-110 +30/-11:_ +fl01-110 +Bpi-110 +BQ/•110 ® Q I j Iaayg d0 +8om10 +8W--11D 1 +W410 1 +80t-f10 44,0/-11G +I?0/•11D +SO/-110 +3W-110 +E:'1-110 +8W-110 +801-110 +80/-110 +.3;f'-lt; +801-tf0 +8D1-11D d6 Z I 61 +Pg1.110 +BW11D +BO!•�19 00 +bUf-010 t$01-110 +r0/•110 +80%910 +83/.110 +136f-IT5 +8W-110 +8N•11D +SW.110 t9;1-P-; +SCI.110 dp F 64 I +SO/-110 +80F710 +801-110 +6W110 •+301.110 +EoAllo +601-11.0_� +SW110 L°d'L110 +BW-110 +80%110 +8W110 +d; Pi; p w sdz 66 +$O!•110 +801-llD +80/-11Q +LW110 +00/-110 +80/•110 +80/•110 +SW410 +SW-110 +801-11D +$0t-110 +801-110 L LL X OW, o O 68 +80/410 +80/-110 +80/•110 +801-110 I +k101-110 +$01-110 +80/-1' +80/-110 +BC1-110 +RW-110 +BD/-110 -- - F jL-� Z 1 61 • +m/-110 1 +80/-110 1 +33i•110 +W-110 4ric(.110_ +H0/-910 +SW-110 +8W-110 +9;d-1•i0 +4tO/-110to u�1 U (n 63 +BO/•11G �tSO/-110 ' +60%150_ +601-110 +p,�;!•1'!fi +gy110 +801-110 +801.110 +fiCV-11G 5 W❑ a 64 +8W110 1 +801-110 +eo/.110 +W-110 +F;O!-i 10 +$oml0 +80/-110 +80/•t10 ~�� aR1,•asaa sauas E8 +8of•110 +801--110 +d01-110 +6 -110 f30/-110 +801-110 +80/-110 Be +807-110 +601-110 +801-990 +80J-110 +30/-110 +00/-110 �'199I1111 t// 70 +801.110 +BW-110 +6W-110 +8W910 +8'1.110 INAX.D.C.SPACING IFANCHORING MAX.O.C.SPACING IFANCNORING `�. 0QNY LYIyN� 72 +80/-110 +8of-110 +801-110 +BN-110 THROUG4 THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET I _ APPLIES TO%CORD ANCHORS �• :��„ 74 +80!•^10 480%110 +8W110 76 +8C/•110 +BW-110 (SEETABIE2) NOTAPPU No.58705 CABfE *;- 77.76 +614/-110 9° a �X ' NOTES: Cis-••:d,�ORIOP,. 1)BUCK DIMENSIONS SHOWN. ''�'�S��...... G�\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. VAL A LYNN MILLER,P.E. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 21 FiND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. P.EN 58705 -. � . . ;.. . . � � � �, ;'i �, �, .. ' � -. � -t .. . . i i + r '- - ' ,_ j i ... t ,. .. _ .. l ly�. t .. i y � i , s � _ s ,d r., J 1 —�•{ 1376' 3.500' 3.500' 3.500• 3.SW —^��—• -082" �II•�— .O6T —•►'��'— .062• --��-- .06T 7 355' 5 .060' OANCHOR COVER +I 1.48W 1.483' 1.483' 1AS3" i D o 864' 301' Ffl Li HLJ n&F 3�� Q .625' .825• •1— 1.375" (OD -CHANNEL FRAME 2O FLANGE FRAME 1,375" 3O INTEGRAL FIN FRAME O4 EQUAL LEG/BOX FRAME O7/8, IT 1 jL SILICONE HOT-MELT BUTYL AWMINUM POLYISO• DESICCANT FILL AREA •80'�`"'r .175- STRUCTURAL REINFORCEMENT BUTYLENE 5h6°NOM. II--_—ir- STRUCTURAL SILICONE 3/16"NOM. 5/16"NOM. SEAL POLYISOBUMEN 1/4°NOM• FOAM BUM& SILICONE SEAL WITH DESICCANT WITH DESICCANT ROLL FORMED O1°BtJ1D DESICCANT FOAM STAINLESS STEEL INT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INIT.GLASS IN GLASS MITERED CORNERS WITH KODISPACE SUPER DURASEA0 XL EDGETM INTERIOR AND 80 4SG TPS - 81 SPACER®NXTT`" B2 SPACER SPACER WELDS TABLE 14: _ # Part _ Description Material •ILODUCT REVISED as complying with the Flwifa 1 62011 �J-channel Frame PVC Building CodeI .p6/4Oq 2 620118 =large Frame PVC E*,�„Date O20 3 620119 dntegral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC M . ado 5 620133 Anchor Coker PVC 5 6 720136 718"Glazing Bead PVC NO CHANGES THIS SHEET, FRAME 7 720135 1'Glazing Bead PVC ASSEMBLY DETAILS 7 74 BLlckbedding,GE 7700 or Dow 791 Slllcone _ 78 71646N iSetting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM i 1 EXTERIOR 1070 TECHNOLOGY DRIVE �a'�-;•'i�CENSF'• N.VENICE,FL 34275 :F�1 NOTES: (941)480-1600 _* No.5870S Part# Description Material 1)SOME PARTS NOT SHOWN FOR CLARITY. 2).J-CHANNEL FRAME SHOWN,PART#1.OTHER ® COPYFUGHT02017 PGrINDUSTRIES.INC. `•'l. /• FRAME TYPES APPLY. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED 6 80 Kommeding 4SG TPS Spacer System 3)ITEMS III B 73,75 77 8 79 ARE NOT USED AND ARE See this NOT PART OFTHISAPPROVAL i F(p pp•.•G� 81 Quanex Super Spacer nXT with Hot Malt Butyl VINYL FIXED WINDOW NOA(LMBSM) g 9/9114 Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA ,�5 7"'• •' ���� 82 Quanex Dumseal Spacer Materials EXTRUDER CODE. o BOM 8,ASSEMBLY et J ROSOWSKI nnrrlltl 83 Cardinal XL Edge Spacer c _ d A.LYNN MILLER,P.E.E ETESTRLiPORIS:FTL-8717,8%8 8970 •� PW-5520 y NTS 110F11 �z MD-5 P.E#58705 520.0 8 ,1 `, _' , .,� _. _ ,: ' . . ;�, �. s �•.j t � .. � '�� t 4 ,\ .. .. � V .. � . .. -.. r .. . . 5CIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us E Wd Product U rl r USER: Public User Product Approval Menu > p Application List iSearch Criteria Code Version 2017 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number orName ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL ear6 Results-!,Applications FL242 Miami Category: Windows (786) 315-2590 WSW- Subcategory: Horizontal Slider *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us Toe�ataorRo�da |sanA�EEoemp|nver �� 8co:aahiCjdu__!5j UnderFlorida |a mai|odd�s es public records. If you dn m t U �d released / ��nnns=ooa pub electronic manm this tquestions,p|easecor Section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455, F.S. must provide the if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the Department with an email address which can be made available to the PL licensee under Chapter 4s5, ES, please click here . Product Ap ; : C redit Card Ausitfessa Fir 0 . . 1 0 BCIS Home i Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I E Florida = 2. W)Product Approval r e`F;�s� USER: Public User = Product Approval Menu > Product or Application Search > Application List>Application Detail FL# FL242-1125 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be POC and/or the Commission if necessary. Comments Archived 13, 1 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 lmiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider 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 TAS 201, 202, 203 Equivalence of Product Standards Certified By "Nso id 0!1 5A Cozy-hot 1!IT .11 VY POISE A qmnev A it 114 MA do; Vow 4 qw"W"A.: U" ZCn jk- Product Approval Method Method 1 Option A Date Submitted 03/19/2019 Date Validated 03/27/2019 Date Pending FBC Approval Date Approved 04/02/2019 5iiiiinary of Products` FL'# , Model, Number:or.Name Description , 242.1 HR- 210 (Non-Impact) Aluminum Horizontal Roller Window s Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R25-C CAC 17-0411.05.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: No 04/05/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL242 R25 II 17-0411.05.pc.Lf (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: 24202 HR- 610 (Non-impact) WinGuard Aluminum Horizontal Roller: Limits of Use Certification Agency Certificate pp. A roved for; use.In.HVHZ:Yes FL242 R25 C CAC 17-0411.07.p ff Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: No 07/27/2021 Design Pressure: N/A Installation.Instructions Other: Please see the Miami-Dade County'Notice of Acceptance FL242 R25 II 17-0411.07.p-cf (NOA)for product performance information,:anchorage details, Verified By: Miami-Dade BCCO-CER. and anchor type, size, and spacing information. Created by Independent Thlyd.Rarty: Evaluation Reports - Created by Independent,Third Party: 242.3 HR- 710 (Impact) WinGuard Aluminum Horizontal Roller Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL242 R25 C CAC 17-0411.06.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expirar Impact Resistant: Yes 12/21/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL242 R25 II 17-0411.06.0f (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: 242.4 " HR:.--'810 (Large Missile Impact), Multi-Story Aluminum Horizontal Rolle Limits of Use Certification Agency Certificate Approved for use in HVHZ;Yes FL242 R25 C CAC 17-0411.03 LM.p Approved for use outside HVHZ: Yes Quality Assurance Contract'Expira- Impact Resistant: Yes 11/01/202-2 Design Pressure: N/A„ Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL242 R25 117=0411.03 LM:�if (NOA) for product performance information,anchorage details, Verified By: Miami-Dade BCCO- CER' and anchor type ;size, and spacing information. X, Created by Independent Third,Party:., Evaluation Reports Created by Independent Third Party: 242.5 HR - 810 (Small Missile Impact) Multi-Story Aluminum Horizontal Rolle sly! D W"Jink oil' w� 'Mmid 9,11 U.! j C�j P9%b%qCQ !any h 'Q� jovow 4102, 25YIP! aptay oils CD-01A vbbYGArq jUL nw vvbqQ6 14""Sz god vasmial P" eon gv PAAJ: Pulond, qwsa n inn Vasa—raw ;win rx,. Qyw "pow wG, inn yYuv4,Tq& i7onvA piryo,; qVrcrtf, :%v VONICOny lop TOG anmqn jqA8y jvr go& 0"Sq Vu my ju IYH%; A�, SL "Sm, 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R25 C CAC 17-0411.04 SM.i; Approved for use outside HVHZ: Yes Quality Assurance Contract Expira- Impact Resistant: Yes 11/01/2022 _ Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FI 242 R25 II 17-0411.04 SM.pd (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 s Created by Independent Third Party: 3 242.E' " ' HR=5410(Non-Impact) " Vinyl Horizontal Railer Window Limits of Use Certification Agency Certificate A pp roved for use in HVHZ:Yes 'FL242 R25 'G CAC 17-041109.2df Approved for use outside HVHZ: Yes Quality Assurance Contract Expira, Impact Resistant: No 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL242 R25 1I 17-0411.09.E (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: 242.7 HR-5510 (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes i=L242_R25 C CAC 17-0411.08.(�cLf Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL242 R25 II 17-0411.08.pdf (NOA) for product performance information, anchorage details, Verified By: Miami-Dade BCCO - CER z and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports F Created by Independent Third Party: 242:8 HR-7610A (Non-impact),' Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate . Approved for use in HVHZ: Yes " FL242 R25 C CAC 1$-0627.02.p l` Approved for use outside HVHZ: Yes Quality Assurance Contract Expire` f a Impact Resistant: No 08/23/2023 Design Pressure: N/A Installation instructions Other: Please see the Miami-Dade County Notice of Acceptance FL242 R25 11 18-0627.02.E (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: 242.9 HR-7710A (Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R25 C CAC 18-0627.01.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: Yes 08/23/2023 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL242 R25 II 18-0627.01.p& (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: Trtm 24210 „ SGD- 770.Window (Impact) Aluminum Horizontal Roller Window £^ Limits of Use Certification Agency Certificate Approved for use in HVHZ Yes FL242_R25 C CAC 17-0420.17 Winc Approved for use outside HVHZ: Yes Quality Assurance Contract Expiry Impact Resistant: Yes 02/12/2020 26D - 110 MPNON, (lulbs"g) (MOW) WIC�.:,C.f: jUYLW3P0U' 9UCP0L9aG qS,3p' AS,Nq rpuNh 01 OWL- CGLMpCl6pU QUM% aymnq PA luebmami"wo bvq,'�' Ewpuqau geb0q"2 SVq 9MWVL Obol eye, 9Uq ebqUd jUWLW PCI'G ? � ,J7Xq A IUbGJ(�GU . ct punm000 qwvlp-"' ut :tm' V.po eYS' UUq 2bVqUO jUPLWVq0U' (WO':) IOL bWqM4 0UWDW8G qRVF' Anne wpwPove ecco - ca, MCI: WMG M WS Y92wl-DSqS Snugh lilopicc' hv ci m 0 so toy N fNI o x %m . " 0 &l 5 NSI co C69 lP0q AM4RAWM f..-g�'kism wom aw fpc vvqwYDSqG QSUrA A0f"G At- P. V�k 41; VOCUCA cotgucag, Sly i2 (musnjimbscr) pip. guq 9UCPOL rAbs, qnw quq Ebuqud lopmupoul WMWIDSH ?(CO - UK vi\v WKWASE4 j, nos hm IIANY: Ag;,> 171 03"NVOY7 a,pas, Design Pressure- N/A z Installation Instructions Other: Please see the Miami Dade County,Notice of Acceptance, FL24 R25 I17-0420 17 iNindow (NOA)'for product perForrriance informations anchorage"deetails, ` Verified By."Miami-Dade B"CCO CERf sand,anchor type,'size,and spacing information Created by-Independent Third Party Evaluation Reports Created'liy Independent Third`Party. i 242.11 SGD-2500 Window (Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate - Approved for use in HVHZ:Yes FL242 R25 C CAC 19-0219,12.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expira, Impact Resistant: No 05/22/2024 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL242 R25 II 19-0219.12.pd (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: 242 12, SGD 5570 Window(Impact) Vlnyl Horizontal Roller.Window;' Limits.of Use .: Certification Agency Certificate Approved for use in HVHZ:Yes FU-42-R25 C `CAC 17-0420:L6 Wmc Approved for use outside iHVHt:'Yes QUa ItVr Assurance ion tract:Exp1ra impact Resistant:,Yes 08/04/2021 Design Pressure: N/A Installation Instructions Othe"r: Please see the_MiamNDade County.FNotice;of Acceptance FL242 R25 II i7 0420 16 Window R (NOA)forp'roduct performance information;;anchiirage°details, Verified By Miami Dade BCCO CER; and anchor type, size,and spacing information Created by Independent Third Party Evaiu ation Reiii:) 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.Qpydght 2007-2013 State of Florida. :: Privacy Statement::Accessibility St Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a pub electronic mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questions,please cor Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455, F.S. must provide the I if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address,please provide the Department with an email address which can be made available to the pi. licensee under Chapter 455,F S.,please click here. 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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(AFU). 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 AIU 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"HR 5510"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-ER5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18,dated 05/15/15,with revision B dated 03/27/17,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. MISSELE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.17 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.17-0411.08 =MDAD, tJI37'Y Expiration Date: September 24,2020 Approval Date: August 31,2017 Page 1 TV . AA'!:. Id r_ !.:.#bat, ..'yt •gy' i. -'on,.: 1 4 .J i'. wo VA fJi,J`e': 'i . alilm 1-7 1 •1 Am, ad, , m , ..m. .:.f'... .. V A :iv;_ :1":f'la liti _:•fI 64 .. slym o MOO AT . ,,0:r..P you .tJ_-!JIZ if7 01 ,. -.'! Swint boom, .,!!r. non • hN n. 10 . .i;. .. , • r� . ;i fr,. `II,:'(t .. .._',i'`.)+1""r �i :� .::1::' ",!tSi, _ ., :i: '��I•i+ + I,. � 3�.4_ .. .. ,•f;:f r:iflc. .. , .t _`. ..)Y1 to. _ „ .:' Ef_ nNnu, 0 ; -woo K 7I3me, r AX . 'tdr(71 !a i. 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A 1. - - "li: ,.a i}. n� ..' ,S sr f:`.1 e;i'. �.•A '�' (•:. r. . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.1 D) 2. Drawing No. MD-HR5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18, dated 05115115,with revision B dated 03/27/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Duraseal®spacer system, Super Spacer®NXTrm 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 Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.17) 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 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8072,dated 02/03/15, signed and sealed by Idahnis Ortega, P.E. (Submitted under NOA No.15-090310) 3. 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 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-8073, dated 02/18/15,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15-0903.10) Jorge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 i I 4'K '(f %V . - 70 - 1 loan Om j 4 i laby MAP Wt Kh OURi bad, WQ� in, Wn -01yr 1, 310VOS W K 1 400 ! mmy vi�4'01 t: Way po awl xl[ W"Z21"! IN. 0 no wim nol SAOS OPT .?11 .0 OT 14nwponv 110C 1 A'0 I Q i i '-!u "x -I, f-! 0 :As Sony W! �4�0 AM. VIA W; fj 05 RAI .5K 1W Qfml Sn '-0 ny it f 1 Cop A§ JFFQ-�Y 101 1 yn;000 NO N W, 1 ivy 0 110 V 10 nc-IM -;w K.Immo 4PWn? lw-� " �50 A :-plu-SW 'S M051 5f0m ; A PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(comr=D) 4. 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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-8074,dated 11/06/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complyinj with FBC-51' Edition (2014),dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear,and Color PVB Glass Interlaye&'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. Jorge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 I 040L RAT N17 0ainj Q !ST w y_"it mI, 1 vik r.L av,j I C 1 71 IM sp. d 6 0, WNT11 AV 111) )HA dom vo Aman vy San %I sm� 1 NO, mu AV 1 04; n,ANY&- .:7 f W 0, IU V 7 Off Q "nup"m '"Im D e GA 1 YN M WC X [Ali oil' to to ob onm"Av, ROOM` M KOK . .K vvion. 5, 0. OWN, ,; 17 liiyy J I Z 50 aW nwes QuInAAw 00yak. n: -your; ­1 1, q s lyhvo� -not) 4 hot suRav" AMA To Y-' ?N �uynmys ,SOQC Wnh_a'"Ai tic md 09 40 onAm "11 1WAK AN Kouvaprun, nLf! KOWA mayme. is TTN�h oz 1 , -0, w�v, Zino' ,I elaa .;Zn yv -A;A qvq yRy 310 ar,kly, 3,. An , .71 OLF09 Of no Did. its 0 ;ANn QQ :V.S; PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th,Edition(2014)and FBC- 6f Edition(2017),dated 08/02117,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated 03/31/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control,dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17,issued to PGT Industries,Inc.for their Series "HR-5510"PVC Horizontal Rolling Window-L.M.I.,approved on 09/01/17 and expiring on 09/24/20. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 14 VIALOASI jyva 4WN-1 p Ojy A jovy pr jalwiVy, flJ t"6 TPA! !M�wvnvanw a 'slaq MEMO, v p"NA, Phu. 0 ynm: 'so . �q P71Y jw"q mon quov" yqQnq ;aqwy2 0, y; PAT -R* 13150's 1 in 1 q "yq 1 non 2-5 ANCHORS,SEE DESIGN PRESSURE RATING I IMPACTRATING CLUSTER DETAILS SHEETS -+{ 12.3/4'MAXSO.C. _ VARIE 4SEESHEETSg.BENi LA IMPACTRESMrANT� B•MAX. 1+- I 1-114' '-'�'� 11 SHEET 3 MAX SEE SHEETS946 D,SEE 2.5 ANCHORS,SEE CLUSTER SHIFT4 DETNL3SHEET6 &94'MB.swm AAl!)C O.C. I SHaEESEE T 3 10'MAX' 8'MAX. -►{ {�- �~SHEET3 1 C.SEE 1IrMAX. SHEET4 'E SEE _ i C SHEETS 10 70° E S (� MAX.O.C. MAX 7Z' Fr SPACED v- BUCK / it, / EQUALLYANCHORSPER HE SUCK SPACED MAX TABLES 17,72 / / HEIGHT ANCHORS PER / / / HSUCK EIGHT \r' TABLES 23,Z7 / / / SHEETS 0.16 1 0 X O X X O X MAX O.C. S'MAX W MAX fI I B WEEP YYEEPH LS, BETYMEEN -+{ MAX 6HEET4 BETWEEN I 3�M DWEEPHOIE� WO.C.BETWEEN 3'MAX DE7AIl8, IL- TW L 6HFET3 HOLES �E' 81"�IULES D SHEEf 3 AX BUC V — 76 MAX BUCK WIDTH ttt+++•••--- 75'MAX.BUCK WIDTH 14D'MAX BOOK WIDTH ELEVATION FOR GYP.FLANGE FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FORT?.FIN OR J-CHANNEL SHOWN AS OX CONFIdURAT10N SHOWN AS XOX CONFIGURATION SHOWN AS OX CONFIGURATION FRAME ANCHORED THROUGH THE NAiL-FIN CODES/LoFU STANDARDSUSED: •2017 FLORfDA BUILDING CODE(FBC)),lTM EDITION GENERAL NOTES:SERIES 5610 IMPACT RESISTANT HORIZONTAL ROLLER •2814 FLORIDABUILDBJGCODE IFec>,6TH EDITION A1STM E130&08 1)THIS PRODUCT HAS BEEN DESIGNED&TES"iED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COOS,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVr4 :ANSUAF&PANM2016 FORWOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED V44EN USED IN WIVD•8DRNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVHZ THE OUTBOARD LITE(CAP)MUST TEMPERED. ALUMINUM DESIGN MANUAL.ADM-2(16 3)FOR MASONRY APPLICATIONS IN MW"ADE COUNTY.USE ONLY MIAMI-0ADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FORNRCHOR EVALUATIONS WERE SOUTHERN PINE,AMU C90 •AISI S10042 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHOR TYPE -AISC 36G40 4)ALL WOOD BUCKS LESS THAN 141r THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD SUCKS DEPICTED AS 2XARE 1-IM THICK OR GREATER.IX AND 2X BUCKS WJEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD.004 GENERAL NOTES.....__._....._..I S)ANCHOR EMBEDMENTTO DOSE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATroNS-.�._............,.•-„1 SHOULD BE SEALED.OVERALL SEAUNWLASH NG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPEOF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 6)19'MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS........—.-..-2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLETESTTNOAND GLASS PER ASTME130M EQUAL LEGIBW(_.........-3 B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. &J-0FIAPINEL._.. ... ..._.4 S)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDLNG TO THE REQUIRED DESIGN PRESSURE THE 33413%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS--...........-.6 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS DESIGN PRESSURES---. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSIONRESISYANCE. ANCHOR QUANTITIES. 0.10 0)METAL SUBSTRATETO MEET MR STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED 13YTHE AUTHORITY HAVING JURISDICTION. EXTRUSION PROFILES&BONM_1T 10)REFERENCES TEST RE'PORTSFTL-W7Z SD73&8074,ELCO ULTRACON NOAL ELCO CRETEfiIX NOA`ELCOAGGRT44ATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE)LIGHTER ASSEMBLY._......_.-._._—-.10 PRODUCT REVISED ED SHADES OF CAP COAT PVC EXTRUSION NOAS:NATIONAL DMON SPECIFICATION FOR WOOD CONSTRUCR MI ON,ANSVAF&PA NDS&ALUNUM DESIGN MANUAL. ��yme�th em Raffia 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Cods NOA-No. 17-0411.08 USER INSTRUCTIONS: 1111 lU 1 I)DETERMINE THE SITE SPECWIC,WINDOW OPMOM DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARDASCE 7. ��� NY LYA,.. �/� Rar7sd BA: Nble R hdo r. 1°spfTation�jL08124/2020 2)KNOMNG YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX)Ste.GLAZING OPTION MOM(TABLE I)AND �� �,,....:yY � UPDAT[DTO FBC 2M7.ADDED _ REINFORCEMENT LEVEL,DETERMINE YOUR WANDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING �� � /�j'i� JR 03/27/17 NOTETOAtNam aTY.TELa By TABLES 0.16(SHEETS EF8}IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING U SF-•';�Li!�i wed BA; DaW PAyyM' uc Coo OBTAINED INSTEP I.USE INDEX TABLE SON SHEET O TO HELPFIND THE APPROPRIATETAS.E. 'F 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEEI72 ACCORDING TO THEINSTALLATION `* No'68M 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES I7-27(SHEETS B•16j,VERIFY THE ANCHOWSUBSTRATE WILLMEET ® GENERAL NOTES&ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3.AND THAT ALL MR REQUIREMENTS FROM THIS SHEET %AD'• �- SETAREMET, _ ,t t070TECHNOLOGYDRNE Bay; S)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLA71ON OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL NSTALATION. '�i�•-•'•�ORtDA.•' N SCE.FL 34276 USE TABLE4ONSHEET2TOFINDTHEAPPROPRIATEDETAOS. ��'%r',SONAtti �`� � 10�zo,7FOTaawmlm,ome. R{ZONTALROLLER-LM' 05/15/115 AMMMMROMERVIP NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHMBdEL,FLANGE- A,LRy�L./ P.e HR-b510 IsoNwTwS Im"I"OF18 I M D-HR5510-01 B INTEGRAL FIN OR EQUAL LEGM096 SEE FIGURE 8 0N SHEET 2. P.EJf 58706 CERT.OFAUTH.62820E J7 SAM I • nn ?"vz 0, woo:,? 31- nwott 040 0, -4 r n man 47 r NOW!731monq 7 on& 0 11-00 low 7 3-00, "A Y,�7' dot! on; -Ly TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glee = DesWlpdon(I.Isted from Exterior to lnbdor) _ Ffama can tnsrallanon •a•=ANNEALED - -- 7317" opoana svemar option oawl sheet Type TA3'Laminated I.O 1/8'A Exterior Cep+7/18`Air Space+5/18'larldrtated;R)L)tea of 118'A g89e Wdh.�PVB kderl�'er 'H•'HEAT STRENGTHENED tree Fla B) (me Table 1) Canditana T=TEMPERED S 7/8•Laminated LG.:1/8•T Extedw Cep+7116'Air Space+5/18'Lemhmted;(2)Lt"tes of 118•A Glass wdh.09U•PVB kderlayer 'PVW'=AWTRCSIFOLO PVB Tlaatgh the ito 2x Wood RnndBeekstdp-aled 4.gpbn 6 BYKURARAYAMERICAINC. JGfaaw hdepdin...... ....W0Mmel-shot4,op6ona 7 7/8'Leun(nated l.G.:3/18'A Exterior Cap+3B'Air Space+5l16'Lanlrmtaot(2)Lies of 1B'A Glass with.090'PVB NterhyW 1-4 a 'SG•=.oBa•sENrnrGIJLS® ) T�wl�� .-kft2XWooaMd4araeok a�cP.ahe:L4,r�tbne 8 7/8'lambteted I.G.:3116'7 FxterlW Cap+318"Atr Sparse+5/16"Laminated;(2)Ulm of 1/8•A Glass with.090'PVB krieday onb x4tdow.........Into Motel-aired 4 7 10 7Ar L an dnated LG.:1/8•T Ext&W Cep+7/16'Air Space+5/1W LamDla 4(2)Utes of 1/tr H Glass with MW SG htedayer INTERUAYER BY KURARAY AMERICA.INC. _'b"2X Wood bip-sheet 3.ogion i 11 7/8•Laminated I.G.:3/16 A Exteft Cap+318'Air Space+6118'Laminated;(2)Utes of I/8'H Glass wdh.09(r SO tnterlayer Fjw" Tlsagh Ina,dams-.-wo Caremidaw-suet S. 2 12 718•Laminated LO.:3/16 T ExtWor Cap+31W Air Space+5/10'Laminated;R)Ulm of 1/8'H Gins wdh.D90'SO hdatieytr tM7) 1 4 of the widow...... ..-tbatgh 1X hto CorreretdCLtU-abset 3 3 14 TAT'L ernytated LO.:1/8'T ExtalW Cap+5/18'AU Space+7/18•Lamitated(2)Lltes of 311G A GLasa wdh.090'SO ttterlayer GLASS TYPES 6.7.t1816 Jrta Meld-sirst 3 optiat 4 MAY NOT BE USED INTHE 15 7/8•Laminated LG.:3116'A Extedor Cap+i/4'Air Space+7116'Laminated:(2)Ulm of 3116'A Gtase Wqh.080'SG krtestayer m Hvt¢ABOVE 30. thy.... ....yao R4dsL-stxa 4 cow e--shut 4,aptlon b 1s 70 Laminated 1.G-3/16'T Exterior Cap+1/4•Air Space+7/18'Laminated:(2)Utee ot3116"A Glass Mh.OBO'SG hlteilayer tnte(AM 1-4 arm (�) 7hagb the Barim....Into 2XWbodFiamdBWu .sMst4,apYanS to sHM 6,TABLE S FOR GLAMNWOESIGNPFMURFJANCHORAGE INDEX. arthe wkwow...... ....16 Metal-duet 4. 7 7A8LE 2ALLOWABLEANCHORS THttOUGH THEFRAME Jnto 2X Woad RsmrBmkshiP-abet 3,ap4m I Min.Edge Yln / lhmgh the kams....k CwcratdGAU-@had3 2 Group Anchor Substrate DlCatlw Bmbedment° tFIREADS kAdsdd NhFy tlenF° Egret-Lop 1-4 of0lowirdaw........,, 1X hdo0onotetslCkMl-.IeM3 3 StM18Wtlw it21W 120ka1 ....ktoL%tat-abed Acptiwr4 010SMS ) 6' METAL I"I"scow 6Dkd 95kd {steel I"S.S. Steel,A38' 3/8' 0.050' SUBSTRATE, 410 Seraw 90 kd 110131 Steel Stud, Or:33' 318' a0451°(18 Ga) Eko 57 kd 86 kal or 410 S.S.) •UNGROUrEO t A Ahantma 1, 75• 3l8' O.OStY FloolydraOorlA 155kd 177Iw1 FIGURE P.T.Southem Phte(SG=O. 7116 1-w Chou•VALUES MAY BE USED 410 8S So c3der a 127.4 kat 189.7 ksl � hxtn 1s kd 22 3/18'sleet Ultraeon C;anorete(Min.285 ksi) 1' 1 FOR GROUTEDA35 SLOW 36 kel 5B ksl Urr9radal CMU,VW M 1380) CMU 2 4 2-1YP 1-1/4" P.T.SdetremPtrre(SG=0.66) 8116• 1�18' APPLICATIONS. Or.33BteLSNd 33RN 45kel $123MS Steel,A36• 3/8' 0. B (stew,18 8 S.S. L, Steel Stud,A653 Or.3r 3/6 0.0451•(18 Ge.) FLANGE EEQUAL- er410S.S.) AlaNrsen,6083-Tb' 3(6• 0.0w INSTALLATION NOTES.SEE SHEETS 384 FOR ILLUSTRATIONS: LEG 1/4'atedUMracon Caloret°(Min.2.65kg7 1' 13/4' 1)USE ONLYSUBSTRAT6APPROPRIATE ANCHORS LISTED ONTABLES C CMU,(ASTMG00) 2-1/1• 14Nr 283.THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE VMrM 1!4'steel Cretetiex Concrete(m 3.35 ksl 1°Ir �W4 ANY INSTALLATION OPTION SHOM MAY BE USED ON ANY SIDE OF 71M WIN 1/4'stew URIMM Concrete(min.2.65 kcn 2.1 1 4• DOW 1/4'sted Mow P.T.Soudlem Pine(SG=O. 1' 13f8' 2)MASONRY ANCHORS MAY BE USED INTO WOODAS PERTABLE 2. 1/4'sled Crete t Cawrete(min.3.35 RM) 2-VZ 1-we THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"7L9CKARE TO BE 3 m CONSIDER1XINSTALLATIONS.IXWOODSUCKSAREOPTON&IF D 1/4'steel Cretefturpouted U,(ASTM 0•90) ?11r 1-1/4• 1 UNIT IS INSTALLED DIRECR.YTO SUBSTRATE.WOOD SUCKS DEPICTED �CHANIQ INTEGRAL P.T.SoLdhem Pine -0. 1' 1.918• AS2XARE1-VrIHICKOR GREATER IXAN02XBUCKS(VMENUSED) FIN 1/4'steel A)�teGator COnerete(Tnln.3 275 kal) 1-11r 1 SHALL BE DESIONED TO PROPERLYTRANSFERLOADS TO THE STRUCTURE WOOD BUCK DESIGN MID 0WALLAT1ON IS THE e10Bt/�taC�dtW P.T.80UDLNtfPkle -D.55 1• RESPONstsCLrtYOFTHEENOWEERORARCHiTECT�RECORD. IL Grayed CMU. sTM G VU) r r T 3: N' Ss� 7oas DAYLIGHT I MEASURED�BEADING TO BEADING. MODUcr aMSD ALLOWABLE FIN With the FI•rMa Group Anchor Substrate Min,Gip• wn. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS OA-N, 17-0411.08 Distance 6nbadmeW E 211r x.311 C°mmcn NO P.T.Smo m Pie(8L3+a65) 318° 2.7/18' ���I r//r a-- cam fid". wraBon Dab 0912APA020 �%% gjkj LYN1y %, JR 03127/17 NOCKA" TM� T 21P1 RIr*abrdt Ro ft Nell P.T.SWAM Ping(SG=O. 3V 2.7/18' �� i su P.T.SoWrem Piro(S(3'0.65) 1/r 1.3/8• :' u '� #mew fir Dace M+ilase kli • ° on #to Ths$tww SMS atminum Bf183 TS' 318• caw' No (eteA 18as.s. * . a 410 S.S.) steel Stud,Or.3r aw 0.0451'(18 Co.) :*= ee.er�flae +r F sad A. sr6' 0•050' MIN OF GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI ' 3 3 }, fx, 10MIECHNOLOWD10VE caw P.T.So uwnPins(SG-0.65) Bits' 1-3Ia• THREADS O'. raft Tr12 ants Allstdntrrt T6• 3/6 oa63• BEYorrorr+F ',�F ..'�oR�o►,..r' .` (mute o3 HORIZONTAL ROLLER-LM 05/15/15 (e1ee1,168 s.s. Sled StW,Or.33• 3/6 0•�0' "sues RATE ' / ONAt E����' txrrRo+truorrro..arratRMaw. swhwvodk s,aw p,,,a,p K. sw, a410S.B.) Suet,A36• 3w 0.056' p1 PE , ;� HR-5510 TUTS 2 OF 18 MD-HR5510-01 B ago M 0 W! f*- LL71- whow Oil • v A .1 LIZ L-1- lo mpg ':vjylc INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES - _ INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OROOR23 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND'EDOE BUCKSTWP BITE CONCREfFlCMU. DISTANCE PER SUBSTRATE, OPTION 4 SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 8.8) SEE NOTE 2,SHEET 2 OPTION 1 ANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE b'EE TABLE 2,SHEET 2 FRAME INTO METAL "XO'OR'O)."SASH 114"MAX SHIM ' FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCT(STRIP. 1/4'MAX SHIM 18 18 30 18 29 —_T 28 SEE NOTE 2,SHEET2. I 19 OPERABLEEDGE FLANGE IB�M� >ItOOR#12 S7'FfL 40H Q DISTANCE FRAME +L .—.ILL SMS(G%SEE 37' G SHOWN O TABLE 2,SHEET 2. 2 28 •+•'•e TYP.ANCHORTYPE, 2 �i/4•MAXSHIM Fop 41 o © 9 EMBEDMENTAND LITEEDGE DISTANCE PER 19 0 LIGHT WIDTH SUBSTRATE,SEE TABLE2,SHEET2. 72 p — 4 � 85 87 � '�• DADE APPROVED MULLION, o ° 4'• Zq FBCCOMPLVPTT O° VISIBLE 42 EXtERIOR . AUUMINUM/STEELFRA6ANG FLANGE 72 LIGHT t� 14 nn EQUAL a OR STEELSTUD.MAYBE FRAME o24 O 28 V LEO „ (1)AT MID-SPAN OF INTERLOCK VISIBLE FIXED VERTICAL OR HORIZONTAL SHOWN SEE SHEETS&B)TYPICAL FOR ALL FRAME H (1)3.1IC FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, ( SHOWNCORNERAND(1)AT CENTER OF HEIGHT TABLE 2,SHEET2 'XO"OR'OX'FD�D MEETING RAIL BUCK WIDTH SASH STiLES/RNIS 29 HORIZONTAL SECTION A-A(0)) 22 OR@ BUCK 30 18 19 is (SEE SHEETS 7-8)TYPICAL HEIGHT EXTERIOR OPERABLE OPERABLE H ,ID 20 OPERABLE FOR ALL-XOX°SASH aoo BASH o VISIBLE �' r--i 37.39 2211 OR 22 O LIGHT (� (SEE S 6$) HEIGHT 1 �, 28 L!� L TYPICAL FOR 1 - 41 FIND J ALL SASH J_ 1B SIBVISIBLE Be 45 47 UGHHTWIDTH LITE o uGHTWIDTH 4 29 FLAFKIE 81 FRAME B7 85 0 o II° WEEP , 29 15 SHOD C --� o-I f 314'X 1/T 34 25 R 28 �7 LIGHT WIDTH 14 _ 42 1.114•X 1/a• 2 4 -I 4 (SEE SHEETS B-8)TYPICAL FOR ALL 7(OX'FD(ED MEETING RAIL i ^ �1SHIM f BUCK WIDTH EQUAL-LEG PRODUCT RED w�orlda HORIZONTAL SECTION E-E(XOX) -fi c FRAME 11 ON AS PER SECTION ABOVE SHOWN NOA-No EQUAL LEO 17-0411.08 ' 1 TI ' FRAME SHOWN .� �, Sr Doh: Rm'smw EmplraumD •0 24/2020 ` o......... a°cww°EsTHIssHgr INSTALLATION EMBEDMENT ��; JR 03/27/17By OPTION 2 '+ •�' =*: � By r ANCHOREDTHROUGH FRAME DIRECTLY INTO ~O - aavn 8y: DDNDRErE=U' oisTANDE VISIBLE LIGHT FORMULAS 70 `�IlEll FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AM EDGE (EQUAL-LITE,XO&OX).ANCHOR TYPE, �.p'.. R - 19TOTECHNOLOGY DRIVE VERTICAL •,cr •.coRmn.•. ?� N.VENK�,R,342TS • DISTANCE PER SUBSTRATE, WIDTH:BUCKvvmTH/2-4.1/4• •,S - SEE TABLE 2,SHEEr2. SECTIONS-8 HEIGHT:BUCK HEIGHT-7-V4' ���`/r,�OkALE '�`� comm�1600 HORIZONTAL ROLLER-LM 05/15/15 llllillll lll` oorrwcrn'oamroramtMma�a el0. Surq/YOdd: sL'WC ONapW Na Rns A.LYNNN PERRLER,P.E. DER'T,OFAUTK HR-0010 NITS 3 OF 18 MD-HR5510-01 B 6M706 Y I -A er ,11 �A 11H 'I T A, �7 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION /� ANCHORED THROUGH FRAME INTO 2X OPTION T - 21 urq 2 JD 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INsrALLAT10A1 NOTES SHEET2 (SEE S TS B-B) T+OTE 2.SHEET2 - ANCHOREDTHROUGH INTOMETALQNTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO2X EMBEDMENT FIN/FLANGE REMOVED) •XO'OR"OX'SASH O WOOD FRAME OR SUCK i6 29 STRIP.SEE NOTE 2. — EDGE JWMAX.SHIM 13 19 16 30 2B EDGE SHEET2. DISTANCE 20 40 OPERABLE DISTANCE 010 ORi/12 6TEEL SASf1 FRAME SHOWN ] 1 SMS(w�SEE 37^39 1 TABLE2.SHEET2. O 1 41 28 ! Pe=MDMFNTAND 1/4'MAX SHIM FDO� o 0 o EDGE DISTANCE PER 1 TYP.ANCHORTYPE. FONAND/OR l r VISIBLE SUBSTRATE.SEELIGHTWIDTH UGHT WIDTH TABLE 2,SHEET 2 EMBEDMENT AND EDGE FLANGE MAY BE DISTANCE PER SUBSTRATE. REMOVED IN-FIELD (SCREW 9HOYYN) ii 72 SEE TABLE 3.SHEET 2 o 87 FIN 0 FRAME 13 DADE APPROVED MULLION, 0 VISIBLE 42 EXTERIOR D SHOWN 29 FSCCOMPUMIT UC I'fW�iH 72 14 ALUMINIJMISTEELFRAMING 90 25 R 20 3 OR STEEL STUD.MAY BE SEE SHEETS 6 B)TYPICAL FOR VISIBLE FIXED VERTICAL OR HORIZONTAL. LIGHT LITE WE SUBSTRATE PROPERTIES, ')(O.OR'OX'FD[ED MEETING RAIL INSTALLATION HEIGHT TABLES 2&3,SHEET 2 BUCK WIDTH HORIZONTAL SECTION C-C(OX) 72 R E OPTION e (SEE SHEETS 7-B) ANCHORED THROUGH 29 18 TYPICAL FOR FIN INTO METAL 30 16 19 ALL'XO)' (FLANGE MAY 13E REMOVED) 28 EXTERIOR OPERABLE 2(1 OPERABLE SASH BUCK SASH 40 SASH HEIGHT 37-39 o #100Ri1123TEEL VISIBLE r-I�o --i SMS(GS),SEE 21 R[�R 3 LIGHT OPERABLE a I r { 0 TABtE26HEET2 SEES ETS6-B) HEIGHT SASH TL' ZB TYPICAL FOR o 41 F00� ALLSASH 1B VISIBLE LtrE MSIBLE O45 47 UGHTWIDTH UGHTWIDTH j OPT. .I 60 61 FIN FRAME _ WEEP 29 SHOWN 42- R NOTCHES 29 DO IANNEL 1-H'X1H' 26 VISIBLE 3 (SEE SHEETS")TYPL FOR LIGHT WIDTH 14 N FORA 16 ALL"XOX'FIXED MEETING RAIL SHOWN 33 T.r BUCK WIDTH SED HORIZONTAL SECTION C-C(XOX) PRODUCT.+ �th*r1oMa o O SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION DO ABOVE BuBdlnB FlN FRAME O(1)3.11Z'FROM EACH SASH I I I I I I I/ NOA 5M 17.0411.08 CORNER AND(1)AT CENTER OF Rd'sHOAroN SASH STILESRUS ��`'j`QNi� !!i .� JR� 03/27/17 Hoc1uN0E9TH65t1EET. SOD /24/2020 TYP.ANCHORTYPE. �� 't; By EMSEDMENTAND SAGE DISTANCE ' '• \ i EDGE DISTANCE PER l R�Nayd c R�fibnt, EflL SUBSTRATE,SEE SEE _L `* No.6870E *= TABLE 3,SHEET 2. —�EMBmMETNT ® OualABa�r Omm W. VISIBLE LIGHT FORMULAS ffhl� J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE,XO&OX) �.c� -' 1070TECIW KMOME ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTft BUCK WIDTH/2-4.1/4 ',�sR<ORIpP.•• �C�`�� N.VENICE,FL3w5 Trim oot� (941)41E04800 HORIZONTAL ROLLER-LM 05115/15 IWO OC WOOD FRAME OR BUCK. HEIGHT DUCK Elk% c0riFtIwQ2Wp *ojmrj .xc STRIP.SEE NOTE 2,SHEET 2. ///!11 111\� Sule/llad�k 'N 0rvrfny' Mre A.L ��ILLERP.E. CERT.OFAUTH. HR�510 NTS 4 OF 18 MD-HR5510-01 B P.E86ET05 LO To -7 244 All 7 v? su.IcoNE _- • - TAT NOM. - - --- --- - -- - tB'NOM� TAP NOM. - �7/6•NDM. - STRUCTURAL 1-W NOM. -- POLYIsoBUTY1.ENE WITH DEsrciA: pR GSWXLASS KODISPACE 5/18"/VA PV8 5H6"A/A PVB 5N8"AIA PUB 5116"A/A PVB Q 4SG TPS .7/16"AIR SPACE 7/16"AIR SPACE 31W AIR SPACE 3/8"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16'A GLASS 3/16'T GLASS aEXTERIOR EXTERIOR a� a EXTERIOR .GLASS • �. 79 7o-7a 7o-1e HOT-MELT Burn. STRUCTURAL GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 FOAM 3/16•NOM. WITH ' DESICCANT SUPER —.-{ T16°NCM --I 7re'NOM Fes— —�I 71ir -�{ 7firW EXr.GLASS 77 SPACER®NXT"' I i I I I 5/16"H/H SG 5/18'WH SG 5/18"HM SG 711W AIAA SG •7H8"AIR SPACE 3/8"AIR SPACE 31W AIR SPACE. 5/16"AIRSPACE- INT.GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 118"T GLASS ALUMINUM a�� a� aEXTERIOR <D XTEAIOR REINFORCEMENT 76.98 78.7e 7&70 7&76 5/16•NOM. LIJ B� DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 EXT.G FOAM ODURASEALO IA.SS . SPACER 12•NON.GLASS I 7B'NOM. 7ffNOM' �+- 76-79 SITE rip. 72 GLASS Q 74 7116"A/A SG 7/18"A/A SG G ASS TYPES 5,A 11 s 16 EXTERIOR 1/4"AIR SPACE 1/4'AIR SPACE 'MAY NOT BE USED IN THE POLYISO- FIlTr. NT FILL AREA 3/16'A GLASS 3H8'T GLASS HVRZ ABOVE W By 'BUTYLENE6/16'NOM. 29 76 aEx1E OR <DMoRm �GLAssTYPESIO12814-16 SEAL MAYNOTSE M,WITH LICONE SEAL29 XCHANNEL OR W7EGRAL • ROLLfORMED 7B.•te raze •FIN FRAMES STAINLESS XL EDGE7m 33 PpRc*wUCT�1mFlortft SPACER GLASS TYPE 15 GLASS TYPE 16 17 �1.� o uu Retread W awt�e: espie■11on onto 09=2020 la • :• `��� <. I....... �''% JR 03/27/17 olocwwoeslwss�r. GLAss •TYP.GLAZING DETAIL :��. �1cENSF ' �, eA "N n -ANNEALED =*: No.58706 *= . P.t1a wBMW W. rstpion mob"t W.-HEATSTRENMENED '�'A•ST6V- GLAZING DETAILS J ROSOWSKI "r TEMPEPM ;� t� 76 KanmeAmQ4SG Specersystom "PVB•-.OWTROMFOLOPVBBYKURARAYAMERICA,INC. ��� ; � 1076TECHNOLOGYORIVE pots 77 Oue(=Super SpecernXrwnh Hot Melt BUg9 See this "pVB` 80.SE1Ji'RYGLAS®INTEtBAYER BYKURARAY �i'`S•'• ORIp�`.••'\��� PL VENK .FL34m 76 GuaneK Dumsew speeer Shwt f)f AMER!C"t"C �''is�ONAL feNG`�� .,,°00 ��H HORIZONTAL ROLLER WINDOW-LM 05/15/15 Nete4els / ''�1111`` � 9weE Dmkq Na. Ro:70 CerdimlXlEdpeSpacer FOR LAMINATED Gt.A21NG COMPONENTS,SEE TABLE 1, A LVN<61p�1EK PERENCBTESTREP0RTS: a 17.696666870 SHEETzR-5510 NTS 50F 18 MD-HR5510-01 B sv Al .J to F V 0 Wv TABLE 6: Index to AB Design Pm4mm and Meh"GlUantQrTabteO MIPL Max. aim PJ!K De SW PMSM a Anchor Ouaitry TABLE 8' TABLE 7: , Cork Wift Hddr Type twa Glass Types Design Pressure Polk) Glass Types Design Pressure(fbslftT) TAN.0s-a fbrXOOrOXWlndOws 5-8 torXOOrOXVWnd— 17 2 7 e 18 B Rakd Lem Rt AN Buck H:lglds tp to 64• Rdrd L&AI R2 N Book HNptds tQ to W JO 7S a& S-5 3 8 19 AN Sick WIQM All Duck WIdUw or• 09' 4 11 11 78• +501.60 up to 76• +65/70 OX 8-0 4 10 8 10 up to 717• 78• 10-16 4 12 8 22 11 SEE TABLE 17 FORANCHORAGE SEE TABLE 18 FOR ANCHORAGE 14-18 4 12 8 11 5-8 3 B 7 23 12 12LY or S4:8 4 xi B 24 xi )DL 7 8 4 14 - B 25 14 10-12 4 15 8 28 ' 14-1 4 18 27 a HEADER HEADER —.•{ �— 4-MAXO.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH 21 ' LEVEL Ri REINFORCEMENT LEVEL R2 REINFORCEMENT I/ 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH f/f HEIGHT IN FIGURESAPPLYTOAII HEIGHT I IN FIGURES APPLYTO ALL CLUSTER DETAIL FRAME TYPES a Q FRAME TYPES 9 CONFIGURATIONS) 21 CONFIGURATIONS) 21 4'MAX O.C. —y �— i 0�«8 SILL SILL 4-ANCHOR CLUSTER DETAIL SASH WIDTH MEETING RAIL FPO MEETING RAIL 4'MAX O.C. —►{ {-+— 24 2a21 21>AkB/ PRODUCT RWASEDcon / �� 3 ANCHOR CLUSTER DETAIL eSml F tMPloriM NOTES: KOA-MC6 174)411.08 1)USETHESE TABLES FORALL WINDOWS LI11111,/! INSTALLED FxPlraHon wb 08/24/2020 a•MAX o c. FRaME o ENSIONs aRE BUGK vvmrH AND `�`��Q vcE++sF!�/���'. JR 03/27/17 wn TA6lErL By 4'MIN.O.C. BUCK HEIGHT(SHEETS 3-41 BASH SIZE IS AS S :.p 2rrtsa ey: Date Rn'8fon: PER THE FIGURE. 3)FOR SAS NOT SHOWN,ROUND UP TO THE _ N0.58705 *� NEXTAVAMABLEWLDTHORHEIGHT Oros�' DIMENSION SHOWN ONTHE TAME %�' ? 3 ��.'� DESIGN PRESSURE TABLES J ROSOWSKI �f7h2-NMCH0R 4)-V"2-IA-AND'1!d-14-1rrINDICATETHATOsinTHOSE STANDARD SASH CONFIMRATONS %'n •. O Z 10TUTEMO.rOLOGY ORNE7Wr• oaSTER DETAIL FALLWTRNIN THE SASH WIDTH RANGE IN THE '�,Fs+'•.:`?oR!oP ?; I4. FL.a42ts 05/15/15 ADJACENT COLUMN,•CUSTOM•INDICATES ���S'/p EN��.` (%1 4Wf8W HORIZONTAL ROLLER-LM THAT NO STANDARD SASH CONFIGURATONS i/rr NAL IT111� conrsarRomrrsOr aousrwE! -1-bvwvCw scauc yy,st ftogg,sn. Rsr FALLWRHINTHERANGE. A.LVNNMUER,P.E. HR 5510 NTS •6 Carr.OF AM�lBD OF 18 MD-HR5510-01 B P.F2�Tos I { i e i.. a.. TABLES; Gi-a Tym Design Prassure gb*M 9-e AorMaTOXWodows ' Rend LeAA RS AN Bunk HV"UP to 03' Al Beek WItlOu HEADER _ tp to 7E' - SEE TABLE 19 FOR ANCHORAGE TABLE B: Of=Tom Design Pressure Ps)FtR{for XOX 5-B sash sob wift Raid LMI 00111920011 Raw p) WhVftdaW dows Haw , SASH R3 48' 5w 1G1•. HEIGHT 3i11P Sii-)6$i 11.3M-11.391 +511A 1 -r00 +B0.0 I W.0 I+5D.0 50.0 SB' )r) 12.808.12308 +50.0 SOO +B0.0 •BOA 1+W.O -50.0 22 45-W Ya-%.X 11.391.13397 +50.0 I mo +50.0 -we I*we .W.0 15398.14.683 +500 •50.0 +60.0 -SD.O +58.0 -MO 4740 3(4i-'g 11.39t-12797 +OBA -MI) +50.0 4W.D +50.0 TAD Y,,Y,% 12298-I&BSO -Me -MO -%0 .50.0 *M6 -Me SILL Custom 11.391.12018 +M.0 M0 450.0 .60.0 +50.0 .60.0 52-IIW Y,%-X MW•13.397 4M.0 -MG 450.0 -MI) +93.0 -60.0 s - wes-17.0v +50.0 -me +504 -%0 +5" d0.0 Ctstge 11.3M-'Kt.391 +5D.0 -500 +50.0 50.0 +50.0 -50.0 SASH WIDTH �' }S-S4 11390-15.300 +Me -M0 +60.0 -4AO +50.0 50.0 yb-yS- 15361-"1 +50.0 .M0 +60.0 M0 +6I.0 SO.o Clslam 11.391.13.397 450.0 -MO 450.0 -MO +50.0 49LO o MEETINGRAtL 75, �.yf 13398-19.110 ♦50.0 -%0 +SD.O -M.0 450.0 -W-0 26 19.111.24.641 +50.0 -MO +50.0 �0.0 +5D.0 •B0.0 Caslam 18.380-10.3W +M0 d00 +50.0 4FD +All- .49.1" 22 22 Be. X.+X.0 10.898-2A.380 +910 S00 +B0.0 S40 45D.0 4M.0 5JAMIBavan _ Custom 24.301-30.3B0 +50.0 500 +50.0 50.0 4a- •`u0.0 • 12V 4- -S •30.980 +sD.O 300 +50.0 •5R0 +49.1' •4D.1' •+S"FOR GLASSTYPES" SEE TABLE 23 FOR ANCHORAGE j »MOT.SASH SPIE=WINDOW WIDTH-59.48 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REWFORCEMENTSSHOWN PRODUCT REVISED IN FIGURESAPPLYTOALL o w18/tlaFlortda FRAME TYPES a CONFIGURATIONS) NOi-" t7-0411.08 1.1111tlll7/ Rasa>i DbLa rr. Hspim mo Oat. /2412020 JR 03/27/17 pp(31AIWFy1NIBt4I0.R. Illy • `tt�t`` � R.>rtlak fN3.m * No.5i8705 - * DESIGN P D Es A� I) _ N PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALLWNNDOWSINSTALLEOTHRWOH THE FRAME OR INTEGRAL FW. � �� •• p - ��1� � � i F "•.�ORIDP•.•' ���� N VENICE EL34DB " 3)WRSEIZE9l+tOTSt{OWN,ROLMD DIMENSIONS ARE BUCK UP fOTF�NEXTAVABABLEwID'LHSW OR biGt�LTDWENFNSIINIS OWYNav�THeuBLE. ��'!r`r�ONAL EN�`�� ("1}.+ dw HORIZONTAL ROLLER-LM 05/15/15 4r1/4.112-U4'AND•14-VS-11r INDICATE THAT THOSE STANDARD SASH CONFIGMrONS FAIL Wrni1N THE SASH WIDTH ES RGU �III III 11t1 R*=1�'uT •�• Smtc tYonN9►b• Rats RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATTHATNOSTANDARDSASHCONRATIONSFAMWITKN A,LYLINu R,PJ= �,��MM HR-5510 NTS 7 OF 18 MD-HR55%01 B TFIE RANGE PE85A05 Utz OWNS TABLE 11: TABLE 12: TABU'_13: Glass Types Design Pressure I m)e)for Gim Typos Design Prmure sA)for 7 ( (Ib 666GIMS �' Sash DestpnPrure(msM)for XOXWindows, TABLE 1P. 5-6 XOOr=Windows 10.12 a 14.16 XOor OX Window{ - SM Width eas - R Lem Wlaww Buck Rekd,Lead Window udt Hd9N IN I Rohdlsfel �+t9ta+fian Rer9e M) 4W Beek Glue Type* Design Pramfo Ib91t1) R4 40• 54° 6r R4 54° Gr e' 48" em g! 0-9 for XOmOX Windows Llrtan 1t.8B1.13.307 +65.0 -70A +6a0 70.0 +66,0 o 465.0 43M3 25.11r .no -7a0 +a.-o -00.0 +65.0 7ot0 25•vr +65.0 •110.0 +65.0 .110.0 +e5.0 -11a0 Raid Levi R4 A9 Beck HdW3 up to 77 z ££g 60•' '/.-7S-yf 13.399-ta3eo +�.0 •70.0 .�.0 70.0 +ex0 aa0 +95.0 •70.0 a 2r +6a0 -70,0 +65.0 -70A +650 •TaD 3 28' +85.0 •110.0 +65.0 -11Q0 +85.0 -11a0 A9 Bwk Wk1f 36' +e&D -70.0 +65.0 70.0 +650 J110 m 3r +&0 -110.0 +65.0 41a0 +MO -110.0 � Xs'X 16.30Bi-13 +68A A +66.0 -70.0 +85.0 70A +69A •7D.0 to to7W 4 +a50 40.0 05.0 70.0 .+65.0 •7a0 4r +B5.0 -ttao +65.0 -110.0 +65.0 -110.0 �� tt.391-13.387 +au -MO +65.6 •70.0 +610 433 +GL2 -M2 48' +6d0 -70.0 +65.0 .70.0 +6&0 •740 W' +6&0 410.0 -MO -11Q0 +65.0 410.0 � � Y+"X-X 1a.398-19.t10 +es,0 T0.0 a�.0 aaA +ei0 ffia +Sa2 -ee.2 SEE TABLE20FORANC310RAGE X+-X+-X+ 1&111-2A611 +650 -70.0 4611 70.0 +65.0 -.0 +69.0 4" or +850 •70.0 +66.0 •70.0 +65.0 -7a0 60' +660 -11a0 +65.0 410.0 +65.0 43.9 7S +fi50 70.0 +65.0 •70.0 +84.3• .64.3 75° +06.0 •11o'o +65.0 AMR +65.0 40.0 CumetAm 1a306-t9.39T +66.0 10.0 +SaB .9 +Sub 46.b Mal 1a1 •+eW-70MRCLASSTYPES64 SEE TABLE22FORANCHORAGE 98' +/+-X_X 1&a96-2b.3b"0 +66.0 70.0 +62t 621 +56.0 �8.0 +50.3 -Ba3 SEE TABLE 21 FOR ANCHORAGE CUdze 24.9ei•30.3� +RSA -70.0 +8A0 70.0 +BS.O 47.3 +57,0 -a7A TABLE 16: 120' yj.'X-)S -8a3D0 +0.0 7a0 +f&0 -MA 1 Gf-Type Sash Design Pressure(IbWTM forXOX HEADER TABLE 1a. »MIN.SASH SIZE_WINDOW unDTH-59.2a SEE TABLE 24FORANCHORAGE 10.12 Sash Wmh Windam 2 Rekdlord Conte-5- Rove(in) V*dowBtck TAB Typar Bob Design Pressure(IbsAt)for XOXWindows. R4 48• 6P v BallWMth Wdom 11.391-18.397 +64.0 11a0 +65.0 -11Q0 +BfiO •110.0 Raid[etd Cem mion RmOe(in) rdvn Bunt Hwd 60' Xi-Xi 3( 1 or 13.399-15.360 +Sa0 -110.0 +Sao -110.0 +ma •itOA CUMMSF 15.361-19.e41 +no 410.0 +06.0 4%0 +8ao -110.0 X-X-m 11.391-1g397 +65A 70.0 +63.0 76.0 +Mefto -MO4MO +%D 7M0 elrrlom 11.391-t3.397 469.0 -110.0 +65.0 410.0 +55.0 -110A SASX+-%-)1 13.30E-1Qa60 +010 70.0 +66.0 70.0 +95.0 Tao +65.0 •70.0 rs )�y,_)(, 13aee-ta1/o .sa.o -1to.o +ars.o 41ao +6so 410.° HAS EIGHT X-)1X 1e3m-1ea1 +6so •70.0 +ao 70.0 +6s.6 aoA +moo )ao f�y5-X t9.t11.24.s4t *sa.o -ttao +eao -stao .fiso 11ao astern 1tae+•1a3gr +�.0 700 +eao aoA +650 Tao .Bess -7ao Cuctom 17.641-19.397 +Bao •t10.0 +510 41MO +05.0' 404.6• )1-K"X 13.396-1a110 +65.0 70.0 +65.0 70.0 +86A ?ao-MO +OS.O •70.0 BB' X-XtX• 19.398-24.360 +65.0 41ao +65.0 410.0 +OS.O' 409.5• Yes-Imn 19.1t1-24.641 +M 10.0 +�.o -70A +65.0 40.0 +6S+GSA' 672 Clatum 24.361-St.e41 +66,0 410.0 +65.0 -110.0 +65.0 410.0 q-1an 78.3W-t9,�7 +SSA -ma -no4MO Tao +M.0 -no 4mv 47.V � 9e• y�_�_w 19.39e-24.3eo .eso -ma +eao -%6 +eeo ao.o +a5.w •6a.a• t20' X,Xr% 29Aat-32.516 +63A -110.0 +66.0 at0.0 +66.0• -to4.s• Custan 2L3a1-9 . +�so aQ0 ,MO 70A 4M.0 40.0 +65.0 70.0 X-Xi-Xi 32.61a"39.541 +66.0 -tlao +Qb,o -slao +66,0 -11ao 12p• X-X.X » -sa3B0 +66.0 70.0 +®b.o 70.0 +95.a Tao 4M 6T.r 140• Custom -39.641 +65.0 41-0 +96.0 410.0 +M o' 404.Al E 0SEE TABLE 25 FOR ANCHORAGE •+W-liO FOR TYPES Ila12 SEE TABLE 26 FOR ANCHORAGE •+IMSFOROLASST OV . „MIK 9A9Hl�o WINDOW WIDTH-6928 •'MIN.SASH SRE o MNDOW WIDTH-60.M 2 2 TABLE 1S: m Design Pressure(Rmhl)forXOX SASH mtTtH .. a..n Sash Wallows SECTION DETAIL caft adon R-P on) ow uek � NIEETINGRAIL FOR WINDOWS WITH 48' .s4• 63 LEVEL R4 REINFORCEMENT Cmtam 11.391-M397 +66.0 -110.0 +e30 •110.0 +65.0 410.0 26 MEINFORCEMtIIM SHOWN or 14 65.Y_% M388-15,380 + 0 -110.0 +810 -110.0 +0&0 -110-0 IN FI PPLYTOALL )S-)S•X 1a361-19.641 +eao 4%Q +Bess 4i0b +66.D .110.0 � � FRAME RAMETYPEsa JAMB )� CONFlGIIRATIONs) GLASS7WE510.12at4-te Custom 41.391-13.397 +MO 410.0 +65,0 -410.0 +65.0 40A3 MAY NOT BE USED WITH PRODUCT REVISED 75' )Q_S4-jj i3.3sa-iatto +a5o 410.0 .sS.o -110.0 -MO -102.0 11JOWMELORKMGRAL mco® w►pl tiro F7orMs •RN FRAMES mmudlus )fi-1G- 19.111-24.641 +a.0 410.0 +MO I 110-D +BLO -IM9 No"- 17-0411.08 ca Otatm 11.041-19.397 +66.0 110.0 +6a0 -110.0 +68.0 47.4 1 I I I I EtgdrNtee p 0 912 412 0 2 0 9e• X..y+-X+ t9.3M-24.360 +0,0 -1t0.0 +6a0 410.0 +BB.o -azo .``ANY LYNty ''o� - e w..0 er, 6wx nwiwWn cu.tan 24361-a1e4r +moo ato.o +efio .1fao +�.o -6a4 +. 1q1�: c BF /4''� JR 03/27/17 uocxatxEsnays+erT. B 120' Y,X•X+ 20.041-32AIS +M0 11o.0 +6a0 -Ma +RL0 44.3 Q�;' ;�.p RevYd Ey' D°b' R•'tb°'t XrX-X, 1 32a16-39.e41 +660 -170.0 +6a0 -tosA +fi6.0 -we * NO.S8705 too• Cuptom- • -30.641 +me 1 110.0 +65.0 -Imu ,SEE TABLE 27 FORANCHORAGE ' S DESIGN PRESSURE TABLES J ROSOWSKi • NOTES: ,,� sTA � 10707EM01OLOGYDAIVE p� 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THR000HTHEFRAMEORUREGRAL FIN AS ALLOWED BYGVASSTYPE iil�` ••-",(ORIOP ���� N.VENICE•R.3{216 ' 3jFFoRSE�sInrowraourouPTOTHENEKTAVAILABLEVYIDTHoRi GAS oHrDae �la s owN��±T�L+eri�BLE ��'!rSr1O�N�g1l�11E-NG`�� oo.�ttHr.,�„rer..ot,.ma�r� R HORIZOIscNTAL 05/15/15 a)N14-1124WAND I&M-IITINDICATETHATTHOSESTANDAROSASHCONF(GURATIONSFALLWRHINTHEsa�f WIDTH RANGE ALl'tUr�t�,P.E HR-5510 NTS S OF 18 MD-HR+ 1O-Oi B N THE ADJACENT COLUMN•°CUSTOM•INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WRHAr THE RANGE P�8D7� tX-3Lr•OFIIUIR ------------- .......... �7 F a GSM .......... In t-e— '7 _7 ....... ... TABLE 17. Glass types Anchor Qaandtles forXO orOX Windows — Max.Anchor O.C. A Anchor 5-8 Sash 3T 1,10*1 38'Haight 48"Height W Height 3W Height 38"Heght 48'Height 64"Height Spacing ibr"Integra l• �p E croup F Width Head a Head a Head a Head Head Head Head Head a Fin"Installation 3.8 4' ReM L&M On) &sn &sii &sn &sm € &smIII a Su ffl &Sill a sn R. GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED Anchor Group A Anchor Group C as vrtm�• 25-1re 12.147 1+C2+i 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 'FOR OX WINDOWS(XO SIMILAR): NOA- •'� Nol4Ma 17-0411.08 28" 13.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHRQUANirtv �,,,y&Da%0912412020 Y 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1. 3 my 9 42" 20.397 1+C2+1- 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+02+1 3 1+C2+1 3 2+C3+2 3 �Dstu AitcHOROUANmYc m Air 2&397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 i+C2+1 3 1+C2+1 3 1;KE7 SATTHEF�DSECnoN + ANCl+ORSAT3fHESASM CENTERED AT THEMEErNORA1L e or 29.397 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+CZ+2 3 2+C2+2 3 ADDED NOTE TO ANCHOR 75' 38.t)97 2+C1+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2►2 3 TOTa OF7ANCHORSATTHEHEADrwD7ANCHORSA7THEs91 TABLES. Anchor Group a AnchorOroup 0 SEE ELEVATION,SHEET 1 to 26.112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 20 m 28° 13.397 i+C2+i 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE CLUSTER DETAns,SHEET 6 �; � A8H 38° 17.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 14C2+1 3 1+C2+1 3 1+C2+1 3 W Rg o � Q o 42- n29,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION, Rz S O 48" 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C241 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SE� 177 / HEET1 N 80' 2+C2+2 2 2+C2+2 3 Z+C2+2 3 2+C2+2 3 2+C2+2 2 2+C1+2 3 2+C2+2 3 2+C2+2 3 E s VHEETI MEETINGRAIL 0o2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 242+2 3 O o REPEAT ANCHOR PATTERN ATSILL z 8IQ— SEE TABLE O FOR DESIGN PRESSURE III TAKE IS: Ul FOR XOX WINDOWS: g n�� a a Giaae types Anchor Quantities for XO orOX Windows P HO QUANIT Y GO 5-8 Sash SW Height 38'Height 48'Height 54'Height 30"Height 38'Height 49 Height 64"Height Z" ~ � Width 0 Head E Head E Head Head Head E Head E Head Head E +C3+2+C3+14 HF�►DANDsn1ANCHOROuaNnTv: J O Rein t Leeel on) &Sm &Sit &SIR a sill � &Sin ; &Sii 4 a SmIII a bit (1)ANCHORATTHESASH O 07 +A CWS r;R OF(3)ANCHORS CEN782ED ATTHE MEEMG RAL RF9 Anchor Group A Anchor Group C +(2)ANCHORS AT THE FD(ED SECTION Q +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL = .•t t..- 26-112° 12.147 1+C2+1 2 1+C2+1 9 1+C2+1 3 1+C2+1 3 +(1)ANCHOSAt THE SASH a Z TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS ATTHE SILL 28" 13.997 1+C2+1 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 w z arm O o 38' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o z 42° 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET t ,, O m SEE ELEVATION,SHEET 1 ae° 23.397 1+C2+1 2 t+c2+1 3 1+C2+1 3 1+a+7 3 r SEE B EVAT1oN,SHEET 1 a = SO° 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 I win �o 76' 38 897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 1 Anchor Group B Anchor Oroup D L_ X p X ��sHE7ET ELEVATION. .� NY LYIVh/ 2S-IC 12.147 1+C2+1 r21�2 +1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 •3 1+C2+1 3 1+C1+1 3 SEE ELEVATION 28' 13.397 1+C2+1 +1 3 t+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEET I MEETING RAA LUSTER *: No.WIM 38" 17.397 1+C2+1 +1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 I+C2+1 3 I REPEAT ANCHOR PATTERN ATSILL SHEETS m 42' 20.307 1+C2+1 ti 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 t+c2+1 3 1+C2+1 3 1+C2+1 3 NOTES; 48' 23.397 1+C2+1 +1 3 1+C2+1 3 i+C2+1 3 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE euCK WIDTHAnchor fi0" 29.397 2+C2+2 +2 3 2+C2+2 3 GHT 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing AAa I^A hCn C. d F SHEETS e.AS PERTTHE�ON "7,,fOWAL t�� M 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Pa "g 9 2)FOR SIZES NOT SHOWN,ROUND UP TO MNUOUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin Installation 4° 1 THE NEXTAVAILASLE WIDTH OR HEIGHT A LYNN NO ER P.E. COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS, DIMENSION SHOWN ON THE TABLE. I RED"m -2 J, 41 ........... V1. .......... -- TABLE 18: Max.AnchorOC. .. - Glass Types AnchorQuentlties for XO or OX Windows Splicing for"Integral- Sash 6_g am SW Helghl 3V Heft 4B`:e: W Height Or Height 31r Height W Hetgtd 4V Height W Helght —Sr Height Fln"htatailadon Head Head Head Head Head Head Head Head Head Head Aftchm Anlh ReinE level �� S.SWIII &SillIII &SiffIII &Sill &SH1 &Sul a SHI t 8 SIH &SIH &Sol �+p E (tromp F R3 Anchor Group A Anchor Group C &� 4" PRODUCT REVISED as comoMiao MM tM FlodAa 25•!Ir 12.147K2+C2+2 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+CL+1 3 i+C2+1 4 1+C2+i 4 1+C2+1 4 Ne 0.Cody 17 0411.08 28" 13.3972 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+4 2 1+C2+1 3 1+C2+1 4 1+C20 4 1+C2r1 4 36' 17.3972 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C 2+1 3 14C2+1 4 1+C2+1 4 1+C2+1 4 ew r.flan�aO9f24/2020 0 m' .4r 20.39T2 1+C2+1 3 1+C2+1 4 1+C2+1 4 t+C2+1 4 1+02+1 2 14C2+1 3 i+C2+1 4 1+C2+1 4 1+C2+1 4 tnom�D t os 48' 2&3972 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 14C2+i 4 1+C2+1 4 NCHOR 80' 29.3972 2+C1+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDi�BLES.NOTE OVEROTY.TABLES.REMOV®76' 38.8972 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2' 4 2+C2+2 4 GLASS 5FROM TABLE20. Anchor Group 6 Anchor Group D 25-lir IZ147 1+C2+1 2 1+C2+1 3 1+C2+1. 4 1+C2+1 4 1+C2+1 4 1+C2+f 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 9 28` 13.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1' 4 1+0241 2 1+C2+1 3 1+C2+1 4 1+C,2+1 4 1+C241 4 °d 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 !� o C O 4r 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Q m 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 >.n S ai a s • 60" 29.397 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2*2 4 2+C2+2 4 2+C2+2 4 03 ^ _ 76" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C�+2 4 2+C2+2 4 Z w " SEE TABLE 8 FOR DESIGN PRESSURE U gd o W T Glass Pea Max.Anchor O.C. z 3 'o Anchor gnatitlUes for XO or OX Wlndowa er° 6-6 Spaciregfor'InEagral- o z� � F- L, W� 3(r Heigh 38"Height 41 Height 54"Height W Height 7r Height ST Height 37 Heist 48'F1ef�It 54 Htfphl 83'Htlfghtmsm Fin'InStell-- O .Head Head Head Head Head- Head Heed Head Head Heed Haad RHnE Lem (in) a 5111 � &SHI � t:SYI � &Sit � &sit � &SBI &SHI � &8 0 � a sit � &all � a$IH � ��E �p Fp � F wo o Ra Anchor Gmup A Andw Group C 3Z 4" 25.11r 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 Q r Z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 f+C2+i 4 1+C2+1 6 4+C2+1 5 4+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 14C2+1 5 0' Z 38" 17.397 14C2+1 2 14C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 5 1+C3+1 5 1+C2+1 2 I+C2+4 3 1+C2+1 4 1+C2+1 4 1+C2+1151,f+C3+1 5 42" 20.W 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 6 1+C3+1 5 1+C2+i 2 1+C2+1 3 1+C2+1. 4 1+C2+1 4 14C3+1 5 1+C3+1 5 U 4r 2&397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+! 4 1+C3+1 5 1+C3+1 5 1+C2+i 2 I+C2+1 3 1+Cd+1 4 1+C3+1 4 14C3+1 5 4+C3+1 5 ar 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+0+2 4 Zi-W+2 5 2+C4+2 6 2+C2+2 2 2+02+2 3 24C2+2 4 2+C3+2. 4 2443+2 5 2WA+2 5 NOTES: 75 38.897 2+C2+2 2 2+C2+2 3 2tC3+2 4 2+C3+2 4 2+CA+2 5 NS 2+C442 6 2+02+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 6 2+04+2 6 A E BUC DiMENsio D ARE BUCK WIO'T+I AND D BUCKHEGHr(st3 ��a�v`II Anchor Group 8 Group AnehorG SHEETS 3-4.SASH SIZE Is �� �QN..L..... 26.1/r 12.147 1+C2+1 2 1+02+1 3 1+02+1 4 14C2+1 4 1+C2+1 5V2+C4+2 6 1+C2+1 2 44C2+1, 3 1+C2+1 4 1+C2+1 4 14C2+1 6 1+C2+1 6 As PER THE FIGURES ON �10ENSF'.;! 23" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 55 1+C2+1 2 4+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 5 14C2+1 6 SHEETS FOR 820 NOT Z*: No.58705 ar 17.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 56 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C3+1 5 "OW K.ROUM PTO (,( m 4r 20.397 1+C2+1 2 4+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 56 1+C2+4 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THENEXrAVAnABLE �1 48" 23.397 1+C2+i 2 1+C2+1 3 1+C2+1 4 1+C3+i 4 1+03+1 66 1+C2+1 2 1+C2+1 3 1+C2+1- 4 1+C3+1 4 1+C3+1 5 1+C3+t 6 WIDTH OR HETCHT �Q ;� ` DMENSIONSHOWNON �OR{DT` 3S Or 29.397 2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 6 2+C2+2 2 2+C2+2 3 2+C1+2 4 2+C3+2 4 24C3+2 6 2►C4+2 5 THE TAME '�,Fs'••...,,•...• ���`` 76- 38.697 2+C2+2 2 24C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 6 2+C4+2 5 24C2+2 2 2+C2+2 3 24C3+2 4 2+C3+2 4 2+C47 5 2+C4+2 6 3)SEESHEEr9FORA �� SEE TABLE 70 FOR DESIGN PRESSURE GUIDE TO USINGTHESE TABLES. A.LYNN L9 LER.PE MWIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATION& PF�3e708 4 - v 7 .• _ . ...._.. n.. . n .�.- OUT ., t t o'f tAT:74 - MIT - i _ t 1 t-� ._,_...._......___..... .._ram_._ ........� ._.>_::_ Lot � 1 kY" 1 t I P' 3• ! 7 fit r , - —E Who 41.2 - , t tt > yj Uvw 1 - W-7 - 1 , .1 - r. 1 TABLE 21: Glass Types Anchor 4uanMs for XOorOXWlndows Max.AnchorO.C. Anchor 5-8 Sash 30�Heigh 38'Height 48'Height 54•Height e3 Height 3W Height 38•Height 48'Haight W Height IW Height Spacing for"Intagrai- F WIdG Head Head a Head Head Head Head Head Head Head Head Fln"installation q• �dt L05 l (�) a all &SAI &SO &SII 8 Sol &Sml &Sfl 8 811 4 a Sit &SIA PRODUCT REVISED Hd Anrdror Group A Anchor Group C �®eu vdlh the 2640 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NoA N 17.0411.08 21r 13.397 1+C2+1 2 1+C2+1 3 1+C2+1. 4 1+C2+1 4 i+C2+1 4 6 ndlon Doto 09Y2412020 36' 17.397 .1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 e�y 9 m 4Y 20.397 Not ANowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 40" 23.397 1+C2+1. 2 [1+p+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 28,387 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+02+2 4 ADDED NOTE TO ANCHOR OTY.TABLES. 75" 38.897 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group 0 Anehoramup0 u) Q In 26-IM 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C211 b 1+C2+1 4 1+C2+1 2 1+CZ+1 3 1+C2+1 A2rl3*M71402+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+11+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+t 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O m �, W1+C2+1 2 1+C2+1 3 1+C2+1• 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+t 4 1+C2+1 4 1+C2+1 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 Z+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z _ SEE TABLE 11 FOR DESIGN PRESSURE U d w ABLE 72: GLASS TYPES Z V -J J a4!a Glass Types Anchor Quantities for XO or OX Undowss 10.12 a%16 MAY � r aD 10.12&14-16 NOT BE USED Z R LL Sash 30'Height 36•Height 48'Height 51'Height 63'Height 76'Height Wr Height 36•Height 4V Hd9bl 54'Height 67 Height 76'Heigh ' WrtH.1•CHANNEL y III FO LU1 Q Ndth Heed Head Head Head Head Head Head Head Head Head Head Head TEoA FIN F- :1 r Reiat Lem �d� III R4 &am ., &Sill � &Sin ' &Sim � &Sol .r &snl � &SIA � &SIB � &SAI � &SAI � &SIA ' -m, &SIN � $ z lor s Anchor Group A Anchor Group C ® ? J 1p- 25.112' 12.147 1+C2+1 21 14C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+p+1 5 a � Z 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+p+7 'S 1+p+1 6 LID In w 17.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 6 1+C4+1 6 LL 47 20.397- WA®OWed 1+C2+1 2 1+C2+1 3 1+p+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 U Q 48• 23.397 1+C2+1 2 1+C1+1 3 1+C3+1 4 1+C3+1 4 1+G+1 5 1+G+1 5 _ A 6lY 28.397 2+C2+2 2 2+CZ+2 3 2+p+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 NOTES:' °I —a0 76' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C'- 4 2+G+2 5 2+04+2 6 1IFR utMq��l�p `��1 it � .` e1Y LYlV/y Anchor Group 8 Anchor Group D SUCKHEIGHr(SEE ` Q• �! 254/r 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+p+1 b'SHEETS a4 SASH SDE IS � AS PER THE FIGURES 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 t+C2+1 4 1+C3+1 5 1+p+1 5 1+C2+1 2 1+C2+1 3 t+C2+1 4 1+C2+1 4 1+C3+1 51 1+C3+1 15 SETS�• _* kO � ?A y Y 38' 17.397 1+C2+1 2 1+C2+1 3 11+C2+1 4 t+p+1 4 1+C3+1 5 1+G 1+ p +1 5 1+C2+1 2 1+02+1 S C2+1 4 t+ +1 4 1+C3+1 5 1+C4+1 5 2)FOR SMA Nar _ ! 47 20.W 1+C2+1 2 1+C2+1 3 1+p+1 4 1+p+1 4 1+C3+1 5 1+G+1 5 1+02+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+p+1 5 1+C4+1 5 THOVVI%ROUND UPTa THE NEXT AVAILABLE � �:••• :'6w 48' 23.397 1+C2+1 2 i+C2+1 3 t+p+1 4 1+p+1 4 1+C4+1 6 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+04+1 5 •1+C4+1 5 � s ON 60' 29.397 y 2+02+2 2 2+02+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+04+2 5 2+02+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+04+2 5 2+C4+2 5 THETABLE ��rr�rO/l�AltE,���` 76. 36.897 2+C2+2 2 2+CZ+2 3 2+p+2 4 2+C4+2 4 2+G+2 5 2+G+2 5 2+02+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 6 2+C4+2 b 9)SEE SHEET a FORA SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYH�M�Pa MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLYWrrH THE MAX O.C,SPAGING SHOWN ON THE ELEVATIONS. TABLE& , t ^ v_ _ t , - " T - r _ , � I , " x TABLET.: MINIMUMANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALZOCOMPLYWRH THE MAX D.C.SPACINGSHOWNON THE ElEVATION& , AnohorQua#Mb3forXOXW)ndows 6-8 Satfi 9amh 24-HdpM 37 Fial�d 36'WMM 4W HeIgM 64'HeWd Or FFdp1�1 W IN& 3Q HdO1 3B'HeIpH 4V H W 54 tWON Or How C Cm�+ o O Rft U%d R On) Head a Sm FNod a 8[B Head a Sit Head a sAl 'Hwd 8 Ski Hqd a sm F1exd b roe Heed a SB Hand a SR bead a sm Fled a sro to Head a SIB AnoMor Group A AndwGro Cp C PRODUCT REVISED 35•tq' ys-ye-yi 11.391-11.391 1+(2+0*C2+1 2 t+C2+0+C2+1 2 1+C2+OrC2+1 3 1+02+O+c2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+ON=t1 2 1+02+O+C2+1 2 1+C2+CHC2+ 3 1+C2+OtC2+ 4 1+C2r0+O2+ 4 i+C2+0+32+ 4 « ��tMo PIorW� 98` 3L- jfi 12308'-t2.30i5 f+C2+0+C2+1 2 i+C2+OK2+1 2 1+C2+O+C2+1 3 1+02+D+C2+1 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 14C2+0+C2+ 2 1+C2+O+CZ+1 2 1+C2+O+C2+1 3 1+C2+9+C2+1 4 1+C2+0+C2+1 4 14C2+O+C2+1 4 NOA4" 17-0411.08 18, g-Y,X 11.381-18.597 1+C2+0+C2+1 2 1+C2+D+C2+1 2 14C2+O+C2+1 31+C2+O+C2+1 4 1+C2+O+C2+ 4 1+C2+p+C2+1 4 1+C2+OK2+1 21*C2+0+C2+ 21+C2+OtM+1 3 14C2+0+C2+1 4 1+C2+WC2+1 4 t+C2+OH2N 4 elxpka%mBde09R4MWO 15-Ni- 1&=-14.683 1+C2W+C241 2 1+C2+0+C2+1 2 t+C2WK2+1 3 1+C2+OH=ti 4 1+Cl+o+C2+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 2 I+C2+O+C2+1 2 1+C2+OH2+1 3 1+C2+WG1+1 4 t+C2+0+C2+1 4 1+C2W+C.2+1 4 s III"-12.287 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C1+1+C2+1 3 i+C2+1+C2+1 4 1+t2+t+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2►+C2+1+C2+1 3 1+C2+1+C2+1 4 t+CAt+C2+•1 4 1+C2+1+C2+1 4 �® n ntro 47,W X- )S 12.299.15" 1+C24iC2+1 2 1+C240+C2+1 2 1+C2+O+CZ*i 3 1+C2+O+C2+1 4 1+C2*MC2+ 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+o+C2+1 2 i+C2+O+C2+1 3 1+C2+0+C2+1 4 1+02+O+C2+1 4 1+CZWC2+1 4 5 Cntom 1t.391•11016 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+Cd+1 3 1+C2+i+C2+1 4 1+C2+1*C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C+1 2 1+C2t1+C2+1 3 1+C2+1+C2+1 4 i+C2+1+C2+1 4 1+C2+1+C2+1 4 m ADDED NOTE TO ANCHOR 52•I/B' y-yj-Y. 11017-ISMT 1+C2+1+L2*1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2*1 2 1+C2+i+C2+1 2 1+C2+1+02+1 3 1+C2+tKx+1 4 1+C20+C2+1 4 14C1+1+C2+1 4 .�CITY.TABLES. x ya-IS-y+ 13.398.17.016 1+C2+MC2+1 2 t+C2+O+C2+1 2 1+C2+M02+1 3 1+C2+OtWl 4 1+C2+0+C2+1 4 1+C2W+C2+1 4 i+C240+C2►1 2 1+C2+o+C2+ 2 1+C2*0+C2+1 3 1+C240+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 B CLmWm 11.381-13.397 1+C2+1+C2+1 2 1+C2+1+C2*1 2 1+C2+1+C2*i 3 1+C2+1+C2+1 4 1+C2+14C2+1 4 i4C2+1+C2+1 4 14C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 _ 80' yj_ M L4398-15.860 1+C2+1+C2+1 21+C2+1+C2+121+C20+C2+1 31+02+14132*141+C2+14C2*141+C2+1+C2+14 1*C2+1+C2+121+C2+1+C2+ 214C2+1+C2+131+G2+1K2+141+CZ+1+12+141+C2+1+C2+14 yr yi 15.301-19.041 1+CVO+C2+1 2 i+C2+0+CLI+1 2 1+C2+O+C2+1 3 1+C2+fHW1 4 i+C2*MC2+1 4 1+C2+0+C2+1 4 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+C2+OK2+1 4 1+C2*DH 2+1 4 1+C2+0+C2+1 4 CosWm 11.301-%397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+C2+3+C2+ 4 14C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2*•1 2 1+C2+3+C2+1 3 1*C2+3+C2+1 4 t+C2+3+C2+1 4 1+C2+3+C2+1 4 7w }f-%.% 13.388-10JiO 1*CZVhK 2+1 2 1+C2+2+C2+1 2 1+G2+2+C2+f 3 1+C2+2+C2+1 4 1+C2+2+C2+ 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+M+2+C2+1.4 1+C2+2+C2+1 4 i+C2+2+C2+1 4 jj-K-% 1a1t1-24.841 1+C2+1+C2+1 2 1*C2+1+C2+1 21+CZ+1+C2+1 3 1+C2+f+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 14-=+NC2+1 2 i+C2+1+C2-+ 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 14C2+1+C2+1 4 } Cn Cumtom 1am-19.397 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C+1 4 1+CS+3+C3+1 4 t+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2*1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+S+C2t1 4 O c1t --a Ix Y,Y,ti I&=-24.390 4C2+3+C2+1 2 t+C1+3+C2+1 2 1+C2+3+C2+1 9 t+C2+3+C2+1 4 1+C2+3+C2+1 4 t+C3+3+0*1 4 i+C2+3+t2+1 2 1+C2+3K2+1 2 1+C2+3+C2+1 3 1+02+3*C2+1 4 1+C3+3+C241 4 1+C2+3+C2+1 4 orj ^ _ Cohan 24.381-30.38D 1+C2+2+C2+1 2 1+C2+2Kx*t 2/+02+2+C2+1 3 1+C2+24C2+1 4 1+C2+2+C2+1 4 1+C2+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 8 1+C2+2H2+1 4 1+C2+2+C241 4 14C2+2+C2+1 4 Z u'�-w n C� °JQ G1 120' 3S-yrXi '° -8a= 1+(2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 8 1+C2+34C2*1 4 1+C2+3+C2+ 4 1+C3+3+C3►1 4 i+C2+3+C241 2 1+C2+3+C2+1 2 1+C1+3+C2+1 3/+C2+3+C2+1 4 I.M+3+C2+1 4 1+C2+6+C2+ 4 V 8 Am Mor Gmp B Ambortaoap D Z~ p LU o 354W +/e-K 3� 11.391-11.381 f+C240+C2+i 2 1+C2+OM2+1 2 I+C2+O+C2+1 8 1+C2+WC2+1 4 1+C240+C2+1 4 1+C2+0+02N 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C241 4 t+C2+o+C2+1 4 r + OD 38' 34-)''a-)a 11308.1ZWB 1+C2+O+C2+1 2'HC2+OK2+1 2 1+C2+OH=+l 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C*KR 2+1 4 1+C2+O+C2+1 2 1+C1+0+C2+ 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 NC2+O+C2+1 4 Z f— LL LL 4S1B' 1.K-IS 11MI.1$.391 NC2+OtC2+1 2 1+C2+o+C2+1 2 1+CNCI+C2+1 3 14C2+O+C2+1 4 t+C2+O+C2+1 4 1+C.2+0+C2+ 4 i+C2+O+C1+1 2 1+C2+0+C2+1 2 1+f2*O+C:2+1 3 1+C2+O+C2+1 4 1+G2+O+C2+1 4 1+C2W+C2+1 4 } J Q X-X X 13.398-14.SW 1+C24o+C2*1 2 1+C2*0+C2+1 2 1+C2+0+C2+1 3 1+C2+0* 4 1+C2*4+C2+1 4 14CxM+C2+1 4 I+C2+0+02+1 2 14C2+O+C2+1 2 1+C2+0+C2+1 3 1+C246+C241 4 14C2+D+C7+1 4 1+C2+O+C2+1 4 F— 0 N 474/4 Y-�34 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C241 2 i+C2+1+C2+1 8 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+ 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+i+C2+1 4 avows )S-K-36 U.M-1&568 OC2+0C 1 21+C2+0+2+121+C2+O+C2+1 31+C1+O+C2s141+C2+OtC2+141+C2+O+C2+14 i+C2+0+C2+121+C2+O+C2+121+C2+0+02+1 3 f4C2+O+C2+141+02+0+02414 1+C2+oHmbl 4 _ .J C]ntom li.391-1201S 1+C2+1+C2+1 2 1+C2+1+C2+ 2 i+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1*C2+1 4 1+02*I+C2+ 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1*C2+1 4 1+C2*1+C2*1 4 � ` CL E2-11W yryrK 12017.13.397 1+C241+C2+1 2 1+C2+1+C241 2 i+C2+1+C2*1 $1+C2+1+C2+1 4 1+C2+NC2+1 4 NC2+1+C2+1 4 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1*C2+1 4 14C VI+C241 4 1+C2+1+C41 4 w 35-j/+-yj 13.386-17.016 1+C2+0+C2+1 2 14C2+D+C2+1 2 1+C2+0H=+1 3 1+CbO+C2M 4 1+C2+O+C2+1 4 1+C2*Q+CM 4 i+C2+0+C2+1 2 1+C2+O+C2+1 2 1+02+0+C1+ 3 14C2401Q2+1 4 1+C2+O+C2+1 4 1+C2+9+C2+1 4 X N •� Chem 11.3W i3.W 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+1 4 1+C2+1+C2+t 2 1+C9+i+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+cbl 4 1+02+1+C2+1 4 U 60 y+-y4-y+ 1&X8-15.3W 1+C12+i+C7+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 3 f+C2+1*C2+1 4 1+C2+1+CJ2+1 4 1+C2+14C2+ 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+(2+1+C2+1 3 1+C1+1+C2+1 4 1+C2+1+C241 4 14C2+1+C241 4 Z Q %-Y,% 15.361-1a641 1K2+O+Ct+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 14C2+0+C2+1 4 14C2+D+C2+1 4 1+C2+WC2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+ 2 1+C2+O+C24 3 1+C2+O+C2+1 4 1+C2+O#M1 4 1+C2+O+C2+1 4 ¢ Z Z i CDaw 11.391-13.307 +C2+3+C2+1 2 1+C1+3+C2+1 2 t+Cl+3+C2+1 3 1+C2+3+C2+1 4 1+C.243+C2+1 4 1+02+3+02+ 4 1+Cd+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3HX+1 3 1+C2+3+C2+1 4 1+C.2+3+CL+1 4 1+C2+3+02+1 75- 14-34.y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+ 2 1+C2+2+C2+1 3 t+C2+24C2+1 4 1+C2+2+C1+1 4 1*C242+Ca+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 i+C2+24C2+1 4 1*C2+ZK2+1 4 1+C2+2+C2+1 4 `i11 i,rf 3i-3j-)j 19.11t-24.841 1+C2+1+C2+1 2 14C2+1+C2*1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t+C2+1+C2+1 4 1*C2+tH2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 f+C2+1+C2+1 4 1+C2+1+C2+1 4 ��`a............L ���' CIMom 19.980-19.997 f+C2+3+C241 2 1+C2+S+C2+1 2 1*C2+3+C2M 9 1+C2*3+C2+ 4 1+C243+Q+1 4 1*C2+3+C2t1 LI+C2+2+C2+1 +C2+7 2 1+C2+3►C2+1 2 1K2+3+C2+1 3 1+Ct+6+C2+f 4 1+C2+3+02+1 4 1tC2+3*C2+1 4 w UCEAt •��!_ 98' J,�-'ji-yj 18.398-20.3� i►C2+3+C2r1 2 1+C2+3+C2+1 2 1+C2+S+C2+1 3 t+CZ+3+C2H 4 7+C2+3+C2+1 4 1+f2+3+C2+1 4C2+t 2 1+C2+3+C2+1 2 i+C2+3+C2+1 9 1+C2+3+02+1 4 1+C2+3+C.L+1 4 1+C2+3*C2+1 4 Owlam 24MI.30,980 1*C2+2+Cd+1 2 1+C2+2*C2+1 2 1+C2+2+C2+1 3 I+C2424C2+1 4 14C2+2+C2N 4 1+C2+2+C2+1 2 t+C2+24Q+1 2 1+C2+2+C2F1 3 1+C2+2+C2+1 4 1+ 2+C2+14 14C2+2+C2+1 4 80380214C2+3*C2+121+C2+3+C2+1 31+C2+3+C2+141+C2*3+C2+141+02+3+ 4C2+121+C2+3+C2+ 21+G2+8+C2+131+C7+3+C2+141+C2+3*C2+141+�+3+C2+14 SEETABLE9 FOR OESIGNPR6SSURE %A•': I `� Max.Anchor O.C. Anchor Anchor --M1NSA9H61ZE-WINEK>11V2117H-6BZ9 1 OIMENSIONSARE SUCK WIDTH AND BUCK HEIGHT(SEESHEET634}SASH SrZE IS s�OJODi.•.•' Spacing for Integral E GAF 2))FOR NOTSHOTMWN.RO INFO ME TO THE NE)CT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE EETS2�27,� AL I �` Fin'Installation 3)SEE SHEET 9 FOR A GUIDE TO USNG THESETABIES. 20 4" 4)-IWV2-1/V AND-V3-IZ-IIW INDICATE THATTHOSE STANDARDSASHODNFIGURATQNS FALLWnHW THE SASHWIDTH RANGE A.LYNNMLLER,P.E IN THE ADJACENT COLUMN.-CUSTOW INDICATES THATNO STANDARD SASH CONFIGURATIONS FALL WRFBN THERANP.F. P.EWEe/aS 5 I is i t ' , _pcm t ------------ e r 5 — ol r ; E s i ) I k� tALI -1 t. ! E f - e TAME24: MINIMUM ANCHOR QUANTITIES SHOWK ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX OA-SPACING SHOWNONTHEELEVATiONS. GI+aaTypos Anchor0manthlesiorXIDMildovw -- 6 a B Sub 14-H�hl 90 height 3t1-HaVa 4$•HaVt I W Haipltl BT Hid 24-Hrigld I 30-HaVA Sr Haight I 48.14Ypht I W Haight BS HNgld Seth vow Omilw dean �On) Hem a w Hold a am g Head A SM 'gl HW a Sa g Hrnd a 1Ar• 11ood A Sal A Hood a su Iliad a Big head a sio Hood a$NlIII H. a sm Aj""A a sin Rsfni Leua1 -� I -� Aschor Group A Andwr Group C PRODUCT REVISED o vvlfh the!fonds 961l4- K-K-K 11.381-11.391 1+C2+e+02+1 2 1+C2W►O2+1 2 1+C2+O+C2N 3 1+C2+MC2+1 4 t+C2+1+ 1 4 1+C2+O+C2+ 4 Building Cody 12,306-12.308 - - 1+Ce+p+C2at 2 t+C2+p+C2+1 2 14C2+O+C241 3 1+C2+e+C2+1 4 1+C2+0+02+1 4 1+C2+MC2N 4 �A'dGo- 17-0491.08 46-118' + Ilm-13.w 1+C2+O+C2+1 2 i+O2+0+G2+1 21+C2+0+G2+1 3 1+C2+DK2+/ 4 1+C2+O+C2+1 4 1+C2+0HM+ 4 'MW—Dats09124f2020 K-K-K 1&398-14.683 1+C2+O+C2►1 2 1+C2+O+G2+1 2 1+C2+C+C2+1 3 1+t2+p+C2+1 4 1+C2+O+O2+1 4 1+C2+0+C2+1 4 By 47314' - )6-K-K 11.3g1-12287 I+C2+1+C2+1 2 1+02+14C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+C2+ 4 It-wm control K-K-K /2298-16.668 t+C2+O+C2+1 2 1+C2+0+C2+1 2 14C2*tM+1 3 1+C2+OH=+1 4 1+C2+0+C+1 4 1+C2+D+C2+1 4 Cullom 1189t-12A18 1+f2+1+C2+121+C2+1+C+121+G2+1+C2+131+C2+1+C2+141+C2r1+C2+141+C2+1+C2+ 4 52US Ys-K-X 12.017-13.397 1+C2+1+C2+1 21+C2+1+C2+1 2 i+C2+1+C2+1 3 14C2+1+C2+1 4 14C2+1+C2+1 4 1+C2+1+C2+1 4 ,Y K-K- 19.980-17.o1B 1+C2+0+C2+1 2 1+C2+OK2+1 2 i+C2+0+C2+1 3 t+G2+0+C2+1 4 t+C2+O+C2+1 4 1+C2+O+C2+1 4 Cu*m 11.M-13297 idotA)bwed 1+C2+1+C2+121+C2+1+C2+121+C2+1+C2+13I+C2+1+C2+141+Cd+1+C2+141+C2+t+C2+14 80' )6•K-'b 13.388-is= 1+C2+1+C2+1 2 1+02+1402+1 2 1+C2+1+C2+1 3 t+C2+1+C+1 4 1+C2+14C2+1 4 t+C2+1+C2+1 4 X m K- -X 16.381-isms 1+C2+O+C2+1 2 t+C2+0+C2+1 2 1rf2+0+C2+1 3 1+C2+0tt2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13W 1+C2+3*Mi 21+C243+C2+1 21+C2+94C2*1 9 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+t2+3+Ct+1 4 L� p Q 0 O cn 77 y4-'/i-w 1&398-10.110 1+C2+24C2+1 2 1+C2+2+C2+1 2 1402+2+C2+1 3 t+i2+2+C2+1 4 1+C2+2+C2+ 4 1+C2+2+C2+1 4 O mo Q r )S-K-K 10.111-24A41 14C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4/+C2+i+G2+1 4 1+M+I+C2+1 4 �n z� y� Cullom 1898D-1g.997 1+C2+3+t2+1 2 1+C2+3+C2+t LE t2+1 3 1+C2+3+C2+1 4 1+C2+$+C2+1 4 1+C2+3+C2+1 4 Q a OB' KKK 19.=-24200 1+C2+3+C2+1 2 1+C2+3+C2+1 t2+1 3 7+C2+3+C2+1 4 1+t2+3+C2+1 4 1+C243+C2+1 4 J w C 2 Custom 24.381-90.380 _ 1+C2+2+C2+1 2 14C2+2+C2+1 C2+1 3 1+C2+2+C2►1 4 f+Ci+2+C2+1 4 1+C2+2+02+i 4 Z $90gg0 1+C2+3+C2+121+C49+C2+1 +S+C2+131+C2+3+C2+141tC1+9+C2+141+C2+3+G2+14 GU!,U$7 .dt O� W a Amduor Group B Anchor Group D a0 3b114' K-K-K 11.391-11391 1*C2+O+CZ+1 2 l+Ct+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 t+t2+O+C2+1 4 1+C2+O+C2+1 4 1+C240+t2+1 2 l4C2+O+C2+1 2 CNt 9 1+CZ+O+C2+1 4 1+C2+O+C2+1 4 1+C2+MC2+1 4 n 7 E � • t- 3ir K-K-K _ 12"-12=8 1+C2+OH2+1 2 I+C2+O+C2+1 2 1+C2+0+02+1 3 1+C2►Ok 2+1 4 1+C2+o+C2+1 4 1+C2W+CZ"4 NC2+WC2+1 2 1+CZ+0+C2+1 2 t+C2+0+C2+1 3 1+C2+DH 2+1 4 HC2HMH2 i 4 1+C2+0+C2+1 4 �Z9 F— IX LL X-K-K 11.391-13 W 1+C2+0+C2+1 2 t+C2+O+C2+t 2 1 C2+1+02+O+ 3 14C2+O+C2N 4 1+C1+O+C2+1 4 1+C240+C2+1 4 1+G2+0+MM 2 1+02+ CN O+C2+1 2 1+ O+C2+1 3 1+C2+D+C2+1 4 t+C2+0+C2+1 4 1+C2+O+C2+1 4 j 0 4YVfP O CO K-K-K 19388-14.E83 1+C2+O+G2+1 2 1+C140+C2M 2 1+C2+0+C2+f S 1+C2+O+C2+1 4 1+C2+0+[2+ +CZM 1 4 +t2+0+C2+1 4 1+C2+O 2 1+u2+oaC2+1 2 1+C2+0+C2+1 8 t+C2+0+C2+1 4 1+C2+p+C2+i 4 1+C2+0+C2+1 4 j4-)4-yj 11.381-t2297 1+C2+1+C2+1 2 f+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+i+G2+1 4 1+C2+1+C.2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+G2+1+C2+1 2 +C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4Lo 47,I4' 12,288.16.668 14C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C241 9 1+C2+O+C2+1 4 1+C2+O+C2+1 4 +C24D+C2+1 4 94G2+O+C2+ 2 1+C2+O+C2+1 2 1+Cl+p+Cd+1�3 1+C$+O+C2+1 4 1+C140+C2+1 4 7+C2+O+C2+14Cwbm 11.391-12.0181+02+1+C2+1 21+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C241 4 1+C2+1+C2+1 4 1+C2+1+C2► 4 1+G2+1+C2+i 2 1+C241+C2+1 2 1+C2+1+C2M 3 t+C2+14C2+ 4 1+C1+1+C2+1 4 1+C2+1+C2+14d Z 62-1/8' X-K-K 12D17-13.397 1+C2+1+C2+1 Y 1+C2+1+C2*1 21+C2+14C2+1 S1+C2+1+C2+1 4 I+24i+C2M 4 14G2I+C2+1 4 1+C2+1+C2+1 2 1+CZ+1+C2+1 21+CZ+1+C2+1$1+C2M4C2+1 4 1+C2+i+C2+1 4 t+C2N+C2+1 4LL Z13M8-T/.016 1+C2+0+C2+1 2 14C2+0+C2+t 2 1+CZ+WG2+1 9 14C2+O+C2+1 4 t+C2+0+C2+1 4 1+C2+D+C2►1 4 14C2M+C2+1 2 1+C2+O+C2+1 2 14C2+0+O2+1 3 14C2+O+C2+ 4 1+CZ+O+C2+1 4 1+C24O+(2+1 4Catem 1f.9g1.13.397 1+C2+1+C2+1 2 1+C2*1+02+1 2 1+C2M+C2M 3 14C2+1+C2+1 41+C2+1+CZN 4 1+C2+t+C2+1 4 1+C2+1+C2+ 2 1+C241+C2+1 2 1+C!+1+C1+1 3 f+O2+1+C2+1 4 1+C1+14C2+1 4 14C2+1+C2+1 4U13.8s8-16380 +02+1+C2+1 2 i+C2+1+C2+1 2 14C2+t+C2+1 3 1+C2+1+G2+1 4 1+C2+1+C2+1 4 1+02+14C2+1 141+C2+1+Wl +C2+t+C1►1 2 74C2+1+C2+1 2 1+CZ+1+C2+1 3 1+C2+1+C2+1 4 1+.62+1+C2r1 4 1+C2+1+C241 4Q = � K-7pi-K i8S81-tA841 i+C2+0+G2+1 2 t+C2+0+C2+ 2 1+C2+0+C2+f S 1+C2+O+C2+1 4 t+C2+pKx+1 4 1+C3+O+C3M 4C2W+C2N 2 1+G2+O+G2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 14C2+D+G2+1 4 1+Cd+0+C2+1 4 Custom IIMI-i3W 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 S 1+C+3+C2+1 4 1+C2+3+C2+1 4 t+C2+3+G2+1 +C2+3+C2+1 2 1+CL+3+C!+ 2 1+C2+3+C2+1 3 1+C2+3+C2+ 4 1+CN3+C2+1 4 1+C2+3+O2+1 4 x� 76- 33-1j-K 18380-18.110 1+C2+2+C2+1 2 1K2+24G241 2 1+C2+2+C2+1 3 UCV2+C2+1 4 t+C2+2+02+1 4 1 1 +02+2+C2+1 2 I+C2+2+2+1 2 1+C2+2+C2+t 3 1+C2+2+C2+ 4 1+C2+2+C2+1 4 1+C2►2+C2+1 4 �t`'f Y LY J++rr K- - t8,111-24.841 1+C2+1+C2+t 2 1+C2+i+c2+1 2 t+C2+14C2+1 3 1+C2+1+C2+1 4 t+C2+l+C2+1 4 t+C2+1+G2+1 2 t+C2+1+C2+1'21+C2+1+C2+1 3 1+C2+1+C2+1 4 1K2+t+C2+1 41+C2+1+C2+1 4 :�,�QN•• ..4Cutsfom 18360-18387 14C2+9+C2+1 2 14C2+3+C2+1 2 1+C!+3+C2+1 3 1+C1+3+C2+1 4 1+C2+3+C2+1 4 t4C243+C2+i 4 t+CN3+C2+1 4F.33+C2+ 2i+C2+3+C2+t 2 1+C249+t247 3 1+C2+3+CZ+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4C2+3+C2+7 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 14C2+3+C2+ 4 1+C2+S+CZ+1 4 1+C2+3+C2+1 4 *,� A1o•9! � Cullom 24.3GI-3D.380 1+C2+2K2+ 2 14C242+C2+1 2 1+C1a2+G2+t 3 i4CZ+2+C241 4 1+C2+2+(2M 4 1+C2+2+C2+1 4 1+C242+C2+1 2 1+C2+2+C2+1 2 1+C2+24C2+! 9 14C2+2+C2+1 4 1+C2+2+C2+1 4 i+C2+2+C1+1 4 120 +/+-yi-SS -34380 1+C243+C2+1 2 14C1+3+C2+1 2 1+C2+3+C2+1 9 1+C2+3+CN1 4 1+CZ+3+C2+1 4 t+C2+3+C2+1 4 1+GR48+O2+ 2 14¢43+Q+1 2 1+C2434C2+1 3 1+C3+9+G2+7 4 1K2+3H2+!4 14C2+3+C2+1 4 �y%K — SEETAKEI3FORDESHiNPRESSURE „V•: �}:�!(1� "MIN.SASH SUE a1Y1NDOWIMDTH-5928 1 FRAM, E DIMENSKiN6 ARE SUCK WIDTH AND BUCKHEIGOTT ESHEETS 34. Mate.Anchor O.C. AnchGm 2 )SASH ( ) t '.�GolDa e tlatpF 2 FORSOEIS NOT SHO N,,ROUND UP TOO THENFXIAVAMSlE1MOTHOftHEIGHTDIMENSIONSHOWNONTHETABIE. SOlVAl1E�;G`�� Spadng for Integra 3)SEE SHEETB FOR ACME TOUSNG TIME TABLES. Fin"InstaQagon 4• 4)-114-112-V4-AND•11XIB-11WNDICATE THAT THOSE STANDARD SASHCOWGURATKINSFALLWTDONTHESASHWIDhIRANGE A•LYNNUILER�P.E IN THE ADJACENT COLLIJUN.'CUSTOM•encaLS THAT NO STANDARD SASH CONFIGURATIONS FALL WI HINTHERANGE. PE1Raa706 7 '77 4 ---------- .......... —7 7T7 '7 a. 2m TABLE M. MINIMUM ANCHOR OUANTME3 SHOWN. ALLANCHORAOE MUST ALSO COMPLY wni THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS- Glass TVpes AvtdI"Quandits for XOX VlMdaws 7 6 8 SfbO Sash 24-HOW 3tr HeWt 3W HeW —Haight w Heam I 67 HooM 24•Hofght I 30'HOW- I S8'Hmpft 48'HOW srHaul 87 H*tt. CanitatlMioh 1Nd<h a a a a a a a a a a a a Raid 1" R-P M) Head A$11 Head 8 SB Head•SD Head A SM E Head S SD Head a S0 4 Head a SD E Heed R Sd Head S SW Head a 38 E Hod&SM Head 8 Sal 9 �- ED AndwOralpA jf 'J AmborOfoupC '3 �OoDpUgCT R�EViS 351/4• YA'%'% 11.39/-11,391 1+C2+OH7a1 2 f+C2•O+C2N 2 t•C2+p•C2+f 3 t+C1+0+C2H 4 h( O+Cd+t 4 1+C2+O+C2+1 4 &dldley-Oodi SB' %-Y(Y, 12.30E-12.M3 1+C2+WC2+1 2 1+C2+OHS+1 2 f+C2+0+C2+1 3 1+C2+0+C2+1 4 1+f244+C2+1 4 1+C2+0+C2+1 4 N73A.No �7-0411.08 45-1 M-Ya-}i 11.391-13387 14C2+9H2+1 2 1+C2+OH2+t 2 1+C2*0+C2+1 3 1+C2+OM.2+1 4 1+C2+O+C2+1 4 1+C2•MC2+1 4 t°UOl1 Dat4r09t24/2020 �-y'-� 13.396-t1.OB3 1+C2+MC2+1 2 1+G2+04C2+1 2 1+C2+0•C2+1 3 HC2+O+C2•1 4 1+Q+0•C2M 4 1+C2+ONx•1 1 ey 47-W 11201-12207 1+C2+1+C2•t 2 1+C2+1+C2+1 2 1+C2+14M+1 3 1+C2+1+C2+1 4 1+C2+1+CZ*l 4 1+C2+1+C2+1 4 12209-15.558 f+C2+OKx+1 2 1+C2•0+C2+1 2 1*C2HNC2+1 3 1+C2W+C2+1 4 1+C"+C2H 4 1+C2+0+C2+/4 Cudom 1139f-12.Ot0 1+C2+1+C2+1 2 1+C2+I+C2+1 2 t+C2+t4C2+1 3 t+C2.1+C2+1 4 1+02+1+02+1 1 1+C2+1+C2+1 4 t ADDED NOTE TOANCHOR 62-10 7(-�-}S 12AIT-13.39/ 1+C2+1+02+1 2 1+C2+I+C2+1 2 1+C2+1+C2+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1!/+C2+1+C2*1 4 ' d OTY'TABLES. 3; 13.398-17A18 f+C2+0+C2+1 2 1+12+O+C2►1 2 t+C2+0•Ct•1 3 1+C2HW2.1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 cu"n 11.391-13-W NOIAgowed 1+C2+t+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 t+C2+1+C1+1 4 1+C2+1+C2+1 4 0 S � g er X-Y,-Y4 13293-16.360 � i+C2+1+C2+121+C2+14C2+121+C2+1+C2+131+C2+1+C2+141+f204C2+141+C2"4C2+14 3 � to 3;.34-35 15.381-19441 1+C2+0+C2+1 2 1+C2•O+C2+1 2 1+C2+0•C2N 3 1+C2+0aC2+1 4 1*C2M+C2+1 4 1+C2+0+C2H 4 Cr I Custom 11.391-13.397 1+C2+3+/2+121+C2+3+C2+12I+C2+3+C2+1314C2+3+C2+1 41+C2+3+C2+141+C2+3+C2•14 0 1 75' X-31•-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+7 2 1+C2+2+C2+1 3 N42+24C2►1 4 1+C2+2+G2+1 4 1+f1+2+C2+1 4 } H� 00 �o 18.111-24.641 1+C2►1+C2+1 2 7+C2+1-M2 l 2 7+C2+t+C2N 3 1+12+1+C2+1 4 1+C2+I+C2+1 4 1+C2+1+C2.1! Cmtom 18.300-19.397 - 1*C2*3•C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+34C2+1 4 O 90' 'b-YrY+ l9.398-24= 1+C2+3+C2+t 2 1+C2+3+C2+1 2 1+C2+34G241 3 1+C2+3+C2►t 4 1+C2+34C2+1 4 1+C3+3+C3+1 4 ��-1 00 z 13 Custom- 24MI-30.380 14C2+2+C2+1 2 1+C2+2aC2+1 2 t+C2+2+C2+1 3 1+C2•2+C2N 4 1±C2+2+C2+1 4 1+M+2+03+1 4 Z{1�m 41 41i� 12Q 3{+.K..j( 4 _�,3gp 1+C2+3*C2+1 2 1+C2+3+C2 2 1+C2+3+C2+1 3 t+C2+3+C2+1 4 1+C,1+3•C2+1 4 1+C3+3+C3+1 4 W-u, OD Anchor Group 8 ArdlorGroapD , '9+' J am 3641C %-Yr.% 11.391-11391 t+C2*+C2+1 2 1+C2+D+l2+1 2 1+C2+O+C2+1 3 14C2HPC2+1 4 1+C2+OK:2+1 4 +C2+O+i2+t 4 t+C2+0+C2+f Z 1+C2+WC2+1 2 f+C2a0*C2.1 3 1•C2*OH.'2+1 4 1+C2•O+C2*f 4 1+C2+0+C2+1 4 1�. �y ,� + � f - 38- 3f•3�-3{i 12"-12.30E t+C2+0+C2+1 2 1+C2+O+C2+1 2 1*C2+MC1+1 S 1+C2+DHM-1 4 f+C2+0+C2H 4 1+C2+OM2+1 4 1+C2+o+C2N 2 1+C2+0+C2+1 2 1+C2+O+C2N 3 1+C2•O+C241 4 1+C2+WC2+7 4 1+C2+O+C2+1 4 Z� (g �y"' W LL i 451/8' Y4-K-% 11391-13.397 1+C2+O+C2N-2 i+C2+O+C2►1 2 1+C2+0+C2+1 9 1+C2+O+CZ+1 4 74C2+0+C2+1 4 1+C2+O+C2+1 4 f+C2+06m+l 2 t+C2+OM2+1 2 1+C2+O+C2+1 3 1+C2+0+C2N 4 I+C2M+C2+1 4 1+C2+O+C2+1! L J 3{r-}5-3� 13298-14AM t•C2+O+C2-4 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+C2+MC2+1 4 f+G2+OH�+1 4 t+C2+0•C2•1 4 1+(2+p+C2+1 2 1•G2+O+C2+1 2 1*C2+O+C2N 3 1+C2+O+C2+1 4 1+12+0+fx•1 4 1+C2+O+C2+1 4 t- 0 34-3.r% 11.39t-17-M f+C2+f+C2+1 2 1+C2+1+C2•1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 14t2+1+C2+i 4 1+C2+1+C2+1 4 t+(2+1+C3+I 2 1+L2+1+C2+1 2 f+C2N+C2+1 3 1+C2+1+C2•t 4 t+C2.1+C2+1 4 7+C2+1+C2+1 4 ® g R' 1•°s i 4T�14- 12208-16.00 +C2+O+C2+1*2 1+t2+0+C2+1 2 t+CZ+O+C2+f 3 i+C2+D•C2+1 4 1+C2+0+C2+1 4 14C2+0aC2+1 4 1+C2+DtC2+1 2 I+C2+0+C2+ 2 f+C2+0+C2+1 3 1+C240+C2+1 4 I+C2+MC2+1 4 I+C2+O+C2+1 1 4c ggE Custom 11.SDI-12.010 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+I+C2+1 3 t+C2+1+C2+1 4 14C2+1+C2+1 4 1+C241+C2* 4 1*12+1+C2+1 2 1+C2+HC2•1 2 1+C2+1+(xN 3 1+C1+1►C2+1 4 1+C2+1+C2+1 4 1+C2M+G2+1 4 yt,� d 1- Z Ys-34-)( 12A17-13.387 1+C2N+C2+1 2 t+C2a1+C2+1 2 1+C2+1+C2+1 3 I+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2a 4 1+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+14C2+1 3 1+(2a1+t2+1 4 1+C2+1+C2+1 4 t+C2+14C2+1 4 i� 0 O MO 13.�8-17.01E 14(2+M(2+1 2 1H2+O+C2+1 2 1+C2+0+C2+1 3 14C2+0+C2+1 4 1+G2+0+C2+1 4 1+C2+D+C2•1 4 taC2+0+M+I 2 1+C2•O+C2N 2 1+C2+0+C2+1 3 1+C2W4C2+1 4 t+C2+0+C2+1 4 I+l7+OM2*1 4 O (V mCustom 11.391-13W 14C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 3 i+C2a1+C2+1 4 1+C241+C2+1 4 1+C2+1+C2+1 4 1+C2+1-C2+1 2 1+C2at+C2+t 2 7+C2+1+C2*1 3 7+C2•14C2•1 4 1+C2+1+C2*1 4 1+C2+1+C2+1 4 (,) LL M? S �• 3(_3�j.Jy 13.399-15.380 1+C2+t+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C20 3 f4C2+1+C2+1 4 1+C2+1+f2+1 4 14C2+1+C2+1 4 1+C2+14C241 2 1+C2+1+[.R+1 2 1+1x41+C2+t 3 1+C2+1+C2•1 6 1+f2+14C2+i 4 1+tx+1+C2+t 4 ¢ _ 3 K-y._3Z 15,381-19A41 t+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+t2+0+CN1 4 t+C2+M•C2+1 4 1+C3+0+C3+ 4 1+C2+O+C2+1 2 1-M-O+C2+I 2 f+C2+0+C2+t 3 1+C2+0+C2N 4 t+C2+0+C2+1 4 1+(x+0+C2+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+t 3 I+C2+3+C2+1 4 faC2+3+C2M 4 f+C2+3+C2+1 4 1+C2+3+C2+1 2 1aC2+3+02+1 2 1+C2+3+C2+t $1+C2+3+C2+1 4 l+C2+3+C2+1 4 1+•C2+3+C2+1 4 4n1 '�0,• 75' 31-3§,.3( 1S.�B-19.110 1+C2+2+C2+1 2 i+C2+2+12+1 2 1+C2+2+p+f 3 14C2+2+C2+1 4 1+C2+2+C2+1 4 i+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+02+1 2 t+G2*2+C2+t 3 i+C2+2+C2+t 4 1+C2+2+C2+1 4 t+C2+2+C2+1 4 `tltlllt111i//j' 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2.1+C2+1 4 t+C3+t+C3+f 4 1+C2a1+C2+1 2 1+C2+t+C2+1 2 f+C2+1+C2N 9 1+C2+I+G2+1 4 1+C2•I+G2M 4 i+C2.1+C2+1 4 ,`,.���QNY Custom t8.360-19.387 +/2+3+C2+1 2 I+C2+3+C2+1 2 14C2+3+C2+f 3 f+C2+3+C2+1 4 1aC2a3aC2a1 1 1+C3+3•C3N 4 1+C2+3+C2+1 2 14C2F3+C2+1 2 HC243+C2+1 3 t+l'2+3+C2+1 4 f*C2+3+C2+1 4 1+C243+C;+1 4 �,yam,.•- 1SC'EAISF•%i�ii 88' 34$I-3L 19.388.21.360 +O2+3+C2-I 2 1+CZ+3+C2+1 2 1+C2a3+C2+1 3 1+C243+C2+1 4 14 2+3+C2+1 4 1+C3+3+C3-1 4 1+C2+3aC2f1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 f•12+3+C2a1 4 I+C2+3+C2+t 4 1+CZ+3+C2+1 4 `• `;�S•f,1� _ Caaom 24.381-30.360 1+C2+2+C2+1 2 1+Cs+2+C2+t 2 t+C2+2+C2+1 3 f+C2+2+12+t 4 1+G2•2+C2+t 4 1+C3+2+C3H 4 1+C2a2+C2+1 2 1+C2+2+C2+1 2 t+C2•2+C2+f 3 I+.C2+2+C2+1 4 i+02✓2+C2+1 4 1+C2+2+C241 4 N0' Ob 720" -34-3fi -30.360 t+C2•3+C2+1 2 t+C"C2+1 2 I+C2+3+C2+1 3 I+C2+3+C2+1 4 I+C2a3+C2+1 4 t+C3+3+C3a1 4 1+C2+34C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+t 3 1+C2+3+C2+1 4 1+C2+3aC2+1 4 7+CZ+3+C2+1 4 ��' SEE TAME 14 FOR DESIGN f-RF JRE ��Q•:• 3�' WINDOW WIDTH-SS128 munm ' '-MN.SASH SIZE= 2 1)FRAME OIMENSIONSARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEE'TS3.4J SASH SIZE IS AS PERTHE �i j•••;°lpRtOP: = Max.Ancho r O.C. A1u hw FIGURES ON SHEETS a ���s/� N"I", SpacingfDr Integral � 2)FOR sasSNOTSHOWN,ROUND UPTOTHE NEXT AVAILABLE VHD7HORHEIGHiDMENSION MOM ON THE TAME '191VAL51% SHFbT 9 FORAGUIDE TO USINOTHESE-rABLFS- /1111111 t Fin"installation 3.7• - 4)•114.12-19-AND•10-tfd•t13.1Nmcarz THATTH03E STANDARD SASH CONFIGURATWNS FALL W17HINTHE SASH WOM RANGE A.LYNN MBIM P.E INTHEAOJACENTCOLumN.-Cuurom-INDICATES TAATNOgrANDARD SASH cONROURAnONSEALLMNINTHERANGE. P.S.Y80700 �77 .......... _._- __ _..__.�. �. F - _ _ _._. Y _ __ _ tit;_:_ � _ + ____..^f _ _ t ____, .7r, ---------- --- -- ----- ---------- TABLE26; 1NNIMUM ANCHOR QUANTITIES SHOWN. 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')S 13.306-17A10 +C2+O+C2+1 2 1+C2+WC2+1 2 1+M+O+M-1 3 1+C3+OK3+1 4 1+C3+0+C3+1 4 t+C3+0+C3N 4 1+C240+C2+1 2 t+C2+0+C2+t 2 14C2+O+C2+1 J 1+C2+6Kx+1 4 1+C3+0+C3+1 4 1+C3+O+C9+1 4 G 0 Custom 1i.391-13.J07 t+C2+2+C2+1 2 1+C"C2+1 2 1+C2+2+C2+1 3 1+02+2e 1 4 1+C3+24d3+1 4 14C3+2+C3+1 4 1+C2+2+C2+1 2 t+C 2+2+C2+1 2 1K2+2+C2+1 3 1+C2+2+C 241 4 1+C3+2+C341 4 1+C3+2+C3+1 4 O = 80" Y+-K-3s 1&306.15—M 1+02+24C2+1 2 i+C2+2+C241 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+24C3+1 4 1+C3+2+C'3+i 4 1+C2+HC2+1 2 1+C2+NC2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C341 4 t+CS+1+C3+1 4 0 Q 1C[ X-14-)L 15.961-/8541 1+C2+t1+CY+1 2 1+02+O+C2N 2 1+C2+MC2+1 3 1+C8+0+C3+1 4 1*CJ+04C341 4 14Cq+GNAW 4 i+C2+M[2+1 2 t+C2+p+C2+1 2 14C2+D+2N1 3 1+C3+O+C3+1 4 t+C3+p+p+7 4 1+C440+C4+1 4 Z Oustam 11.391-13.307 1+C2+3+C2+1 2 t+C2+3H2+1 2 1+C2*3rC2+1 3 1+C2+3+C2+1 4 t+C3+3+Ci+1 4 1+C9+O+C3+ 4 1+C7N2rt2+1 2 1+C2+2+C2+1 2 i+C2+3*2+t 8 1+C2+3+C2 l 4 1+C+3+C21+1 4 14C3+3+C3+1 4 = 76' X•X-X 13.396.19.110 1+C7+24CR+1 2 i+C2+3+C2+1 2 1+C2+3+CM 3 1+C3+3+C3+1 4 t+C3+3+C3+1 4 1+C4+3+C7+1 4 1+C2+2+C2+1 2 I+M+2+C1+1 2/+C2+2+C2+1 3 t+C3+2+C9+1 4 1+C2+2+C 341 4 1+C4+2+O1+1 4 . + S° %-Y-% 19.111-24.641 +Cbl)CM+1 2ffC2+2 i 2 1+C3+C+C3+1 3 1+0+O+C3+1 4 1+C4+O+C4+1 4 1+CA+0+C4+1 4 1+C2KI-C�1 2 1+CR40+t2+1 2 1+C3+O+C3+1 3 1+C340+C3+1 4 1+C4+O+CA+1 4 t+CA+O+CA+1 4 `111 ///� Custom 17.641-1&S91 1+C2+3+C2+1 21 2 1+Ct+4+C2►1 3 t+C3+4+C3+1 4 1+C+4+C3+1 4 1+C4+4+CA+1 4 1+c2+3+ca+1 21+C2+3+c2+1 2 t+C2+3.C2+1 3/+c3+wa+t 41+c3+4+C3+1 41+c4+•4++c4+14 ��.�,rQNY kY llv w %-%-X 10.396-24.360 1+C_Z+J+CxN 21 2 1+C2+4+C2+1 3 t+C3+4+C3+1 4 1+C3+4+C3+1 4 1+CM4+CA+1 4 1+C2+2+C2+1 2 1+C2+3+C2+t 2 1+02+3+C2+1 D t+C3+3+C3+1 4 1+C3+3+C3N 4 i+CA+3+04+1 4 1iCEACpF tom` )S- 24.361.31.641 +2+C2+2 2 2 2+C2+3+CR+2 3 2+C3* 4 2+C3+34C•.3+ 4 24CA+3+Ca+ 4 f+C2+2+C2+1 2 1+C2+2+C2+f 2 1+Cx+2K2+7 3 t+C1+2+Ci+1 4 t+CS+bC3+1 4 1+CM2+CA+1 4 *: No�7� 7+ 12t1 X-WX 29.641-32515 3+C24 2 + 2 2+C2+4+C2+2 9 4 24C3N+C3+ 4 CA+4+C4+ 4 9+C2+ 4X-WYa 3ZS16.39.641 a 2 + 2 2+C2+3Hx+ 3 2+Cit 4 2+CI+4+ 4 CbM+Ca+ 3C222 (2+ C2 32+C3+3+C3+ 4 2+C4►S+04+ 4 Z+CA+S+QI+ 4140r cston -39.641 +3+CZ+2 22 2+C2+4+[2+2 3 2+C3+4+C3+ 4 C4+ 4 2+1X+4+C6+ 4 2+C�+J+C2+ 2 24C2•S+C2+ 2 +3+C2+ S _ 4 +4+CA+ 4 2+CA+4+Gi+ 4 NOTES; SEE TABLE 15 FOR DESIGN PRESSUl4E '•. p TE �/ 1)FRAMEINUENS10NSARER=WIDTHANDSUCKHEIGHT(SEESHEETS3�4). � � +��FC�1S•..�......•'Cy=�� GLAS57YPES10.12a14.18 "MIN.SASHSLM- W"2 2 FORSASH SIZESNOTSHOWN,ROUND S IS AS PER THE FIGURES Up NEXT AVAILABLE WIDTH ORHEtGHTD1MENSION SHOWN CNJ THE TASLE. �0NAL1f-%!, SHEETS" MAY NOT BE USED WITH 3)SEE SHEETS FOR A GUIDE TO USINO THEM TABLES. .-CHANNEL OR INTEGRAL 4)-1/4-1/2-W4•AND'144M-11W MCATE THAT THOSE STANDARD SASH CONFIGURATIONS PALL WITHIN THE SASH WIDTH RANGE A.LYNN L9UERPE. •FIN FRAMES IN THE ADIACENTCCAUMN.'CUSTOM`INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE P.E.A SM VIP ;:r � J t 16 �707 WIG: TZIOT., ASO �-----—------- can- 1A lint jj all tk Tea+r27; MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. au4 ry Anchor CuenfiUes IOrXOX Vy1nd0W9 14-16 Stab 24.H� 30'H@Vt 39'H+tht 49'WW 64'ittht a3•Ilesht�- 24•HOW 30-Hight 38'Hew 48•Helga 64•Hftht S3•wlpm Sah g Width Rend I" r� Conl0ua0on ' ) fbW&SM Hxd&SM He- IIIn W&SD E Head Hud&S@ Head&St0 Had&$III 1-6Shc H4ad&60 M H-aSW 5 Fkad&SA t4�d&SN ! 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_.• K-K-K 13w'08-f7.Ots 14C2+O+C2+1 2 1«C2+D+C2+1 2 1+Ca+0+C3+1 3 I+C3+O+C3+1 4 I+O4H)4C01 A I+C4+DMA+I 4 1+C2+D+C2+1 2 1+C2+0*C2r1 2 1+C3+w43+1 3 1+C3+0+C3+1 4 1*04+0+04+1 4 1+04+O+C.4+1 4 ¢ Z Cm1om 11381-1&307 1+C2+2+C2+/2 1M2+2+C2+1 2 1+C2*2+C2N a I+C3+2+C3N 4 f+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1]21+C2+2*C2+1 2 1+C2+2+C2+1 3 1+C3+2+CS+i 4 1+CS+2+C3+1 4 1+CA+2*CA+t 4 0 =67 }j-)S-K I&3B6•%36O 1+C2+2+C2+1 2 1+C2+2Hx+1 2 1+C2+2+C2+1 3 I+C3+2+0+1 4 1+C3+2+CS+/4 1+C4+2+CA+1 4 1+CN1+C2+1 i+C2+1+C2+1 2 i+C2*1+C2+1 3 1+C3+1+C3+1 4 t+C3+1+C3+1 4 1+C4+14C/+1 4K-K-K 16.361-1&641 1+C2+0+C2+1 2 1+C2+0H:2+1 a 1+C3+O+C3+1 3 1+G*OMA+1 4 1+C4+WCA+1 4 1+C5+O+CS+I 4 I+C2+D+C2+1 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+00O+CA+1 4 1*04+D+CA+1 4 1+C5+O+C6M 4 _ Custom 71391-11397 I+C2+SH2+1 2 I+C2+S+C2+1 2 1+C2+3+Cd+1 3 i+CS+S+C3+I 4 1+C4+3+C4+1 4 1+C44+01+1 4 1+C2+2+C2+f 1+C2+2+CW 2 i+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+CA+ 4 1*CA+a+C4+1 4 76' K-K-K 13,3�-t&11O 1+C2+2+C2+1 2 1+C2+3►C2+1 2 1+C2+3+C2+1 3 i+C3+3+C3+ 4 I+C4+3+CA+1 4 1+Ci*3+C4+1 4 f+C2+2Hx+1 NC2+T+C2+1 2 1+C2+2+CN1 3 I+C3+2+C9+)4 1+CA+2+CA+1 4 1+C4+2+GI+1 4K-K-Y. 19.11144.841 I+C2+O+C2+I 2 1+C3+O+C3+1 2 1+C3+O+C3+1 3 1+0I+O+C++1 4 1+CS*O+C5+1 4 I+C"CS+1 4 t+C2+D+CT*1 1+C3*O+C3+1 2 1+C3M 0-1 3 1+C4+0*C4+1 4 I+C54WC6+/4 1+CS+O+C5+1Custan IMI-19.397 /4C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+t 4 1+C4+4+0+l 4 I+q+4+O4+1 4 HC2+a+C2+1 1+C2+3+C2+1 2 1*C2+3+C2+1 3 1+C3*4+C3M 4 7+�+4MA*1 4 1+G+3+C/+1 4 ``����QNY LYNIV IS308-TA360 1+C2+3+C2+1 2 t+C2+3*C2+1 2 1+C2+4+C2+1 3 t+O4+4+C4+1 4 1+C4*4WA+1 4 14c4+3+CM1 4 141Z«2+C2+f 2 1+C2+3H.^*1 2 t+ca.3•c2+1 3 1+CA43«04+1 4 1+CA+s+cA.i 4 t.c4+a+c4+1 4 24361-31.641 C2+2+C2+2 2 24C2+3+C2+ 2 2+C2+3+C2+ 3 2+CA+3MA+ 4 2+C4+3+O4+ 4 1*Csi+a+CA+1 4 1+C2+2+C2+1 2 1+C2+2K2+1 2 i+C2+2+C2+1 3 i+C4#+0N1 4 1+Oy+2+CR«f 4 1+CA+2+C1+1 4 K-}4- 20.641-32615 +C2434C2+ T +C2+3+C24 2 2+C2+4+C2+ 3 2+CA44+CA« 4 2+C1+4«GI+ 1 2*G1H+C++ 4 2+C2+3+C2+ 2 C2+3+C2+2 2 24CZ+S+C2* 3 2+CA+44CA+ 4 2*04+4+CA* 4 2+C4+SHA+ 4 * �} No.6B7p6 3T.618-30.s47 +C2+a+C2+2 2 3+C2* 2 2+C2+3H3+ 3 2+Ct+4+G1+ 4 2+CA+4+Ck+ 4 2+CA+3+Cr1+ 4 2+C2+2+C�!* 2 T+C2+a*C2+ 2 3 2+C4+3MM 4 2+C4+3+ 4 +CA+2+C4+ 4 =-0 L (/t 140• Cwt= -30.841 +C2+3+C2+2 z 2+Q2+3+C2+ z 2+C2+4+C2+a s 24CM4+C4+ 4 z+CA+4+C4+ 4 2+01+3+C4+ a z 2+C2+3+C2+ 2 2+C2+3+Cd+ a z+CA+4+CA+ a z+CA+4+O4+ 4 +CA+s+CA+ a T NOTES: SEE TABLE 16 FOR DESIGN PRESSURE W . 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT{SEE SHEETS 34). �i�-CS•'•�ORIDX..••'� � WINDOW WIDTH-60.72 SASH SIM IS AS PERTHE FIGURES ON SHEETS 69. ��j s/O••...-- t-FI'N ASS TYPE510-72a 1416 "MIN.SASHSIZE- 2 2)FOR SAS NOT SHOWN,R0UND CLP TO THE MWAVAILABLE WIDTKOR HEIGHT DIMENSION SHOWN 0NTHE TABLE ////NAL1E111` 'NOT BE USED W)iN 3)SEE SHEET 9 FOR AOUIOE TO.USIN0THESE TABLES. -0HANdELOR INTEGRAL 4)-1/4-1R-1/4'AND Y/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFaMTIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER PE FRAMES IN THEADJACENr COLUMN.'CUSTOM'INDICATESTHAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.066706 4j a v v 1A OWN ITT: 0 disk' 1, OK Ili f�A TABLE 26: Bill 01 Metom d Part Description dtatertal i -��►—.ate• 1 ---1�•--- .0�2• I --y1-- •oe2' ----�� •oe�' I 1 82 i Fantle Head,SM end.fin bs-J-Channel PVC —[ 2 820122 Ftartre Hem,Sp and Jambs-Flange PVC IT 1 I 3 620123 Frame Head Sp end Jambs-Fin PVC 4 EM72 An$LMInserSillardJambs-EglulLeg PVC Zug. 2.M6• 2.44s 2A46' 13 820172 Arlti•LOt Insert/THm Caw PVC 14B10131 Faced Meeting Rag PVC O o O O 15 820158 hack Irreart 8083 TB At IS 620129 Smh Rail(Sides,Top&Bottom) PVC 1(T� 17 t120188 Monorail 8083 T6 AI 82S J CHMAIEI 62S U FLANGE FRAME 70F.NAM1AE EQUAL LEG FRAME 10 820156 PW f7e11 Interlock 6063 TO Al (- 1. O FRAME HEAD.SILL O jsh1 a t.37 AMBS Sel& O JAMBS 8 820144 Prd Rail kWook Cc\br PVC t i 21 620160 Light Sash Ralabroement 60637BA1 22 620151 Standard Sash Reirdorcament 8063 TB Ai 1.672' -.-I 1.641' +{ -231 6=62 HD SashRelrtforcement 6063T6A1 24 OM53 Stenderd Maeft Rail ReiMorcemant 800575 AI 1.507- �{ e, T 25 620154 HD Mee "Rekdoicamard BOOS75AI I 1.630' 2.100'—►{ 2176' 28 e201ti6 H.D.Holz.ROWMeethtg Roll Re4lfo=ffw t 6005 75Al T 1.020- �� I 27 71OX114PPA 0 x 141,r PH.PH SDSI(Mormra6 Screw 410 SS II SW tl 0 a71' 28 S1S44 W6ettetatrtp,.18T x.27W Fin Pie A70° 0S0 20 81710 Weatherstri .187-x.220•P Pie 123r �- 1Aar Jf 90 x 1'Ph.PH SOS(Intedxk Mounting Scmw) 41O SS 13 3 TRIM COVER 14 MEETING RAIL 16 ANTI-LIFT INS FVED TNRAC(T 16 SASH RAIL to INTERLOCK O INTERLOCK COVER- 31 M012PPA Rax 3.117 Ph PH SMS(FtKad Mecung Rai Screw) 41085 32 716USP MeaftHell Screw SupportPrate WMT6Al 33 720210 Weep HoleCowr PVC 3oe° I+J__�_ '31s .071f 1.100• 34 720187 trsUldon screw Hole PI PVC 864' t7s 37 72DI97 AtO Lock C Steel o .75P .764• .1t6- •715• 38 72DI99 Sweep Lock Cast ono 391 72M86 Arlo Lack Cow Assembly Cast Zoo .026' -+)+-� 03s' -�1•►-� 1.1W 40 I Ns x 1416'Ph.FH SDS(Auto and Sweep lack Screw) SS LAMI IG ROLLED pORl10Ep LIGHT SASHSASH 41 720200 Auto and Sweep Leek Keeper Celt O BEADING O SCREEN FRAME 81 SCREEN FRAME O REINFORCEMENT O REINFORCEMENT 42 78X34PPA 06 x T4'PH.PH BIDS(Keeper Scram) SS 43 7812FPTX NOx1Pd-FPHTek ntoreementGcmw SS o76• -��+- 1,tgy �..- -.� 1.te2• �- 44 LeadaBM Top Comer Key M I .070' �14- 45 I, to BottomCowKey Nylon f4 1.tB4' '+- 1pl ((���� 094• 48 LockatOe Top CormrKsy Nylon .791'�1.038' 1041• 1.04t• 48 720204 Wheel BolkmCaTrarKay Nyl-Me B10' .150 -y^Ita3t�uu11 �1II0003w' -3wI -����''�11I111IYJJ����7JJ�-- 130° --I y �— 1sa- 07a• 1 1 t.saa• ta+6• I 72 620135 Lath.La BOW PVC HD SASH STANDARD HD MEETING HD HR MEETING PRODUCT REVISED 74 BaekbWft.GE T=or Dow 781 sDioone O REINFORCEMENT 24 REINVEE IWRCEMINGRAJL �% RAIL OREINPAIL MONORAIL eo�mnis em �v 7-111 111.08r. 75 71(11"S Block IS'x 2'x 10185 t/•5dtso. EPOM �01��+INT REINFOtiL�Nrdti RENIFORCEP�NT NO�o, 17-0411.08 601 61011 Rol-fxmedScreen Ahem \\\ � ROW W. Gah: Rarb6re ExptraBon Date /24/2020 81 61012 ExhxW Scream Fmrro Alum \\\ �,yY LYNIy .,., JR 03/27/17 N0 L141NnMTM W'WT. 02 Extruded Screen Spreader Bar Arm : N�Iam &9 47042W SateanComerKey with PWRim PVC •fl 84 47041VOCKG1.9 Sateen Comer Key No Pull Ring PVC * Gram 65 618�I SPM screa,t Gwalon SplM oat Fina�as WINDOW EXTRUSIONS&BOM J ROSOWSKI 67 8183587814' .WScteen6 Ore achbialHeed �O d /j 1010TECF FL31 DRiYE 1 p� '•f Dp, 'G ` tat)4eo leoo HORIZONTAL ROLLER-LM 05/15/15 ,o N.VENICE,FL3WS NOTES: �/`� �NAL��\\� r►OmnvoramumR1126M 5� � stwrt orwbp Nv. Res 1)REMS a&M 16.36,36,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL a1kNN At R.P.E. ovmm /Moft 0 cow 17 OF 18 MD-FIR5510-01 B 2)PVC BY ENERGI WINDOW AND DOOR PROFILES.LTD..TO BE r e�ED POR MMA EXTRUDEROODE. P.EA6e7e5 CEiT.OFAUTH 02=6 lot i 1 Nm In: vp Oly vp tit 1 7 1e SASH r 2R - - -- - ASSEMBLY - - - Egrecs Lock BII of Materiel RaTERANITt XIIERS 7H ' DETAILS TsaRt) d.enpd l Ufftedal 1 INTERIORAND E)C7EPoOR FRAME WELDS 100 7MG70TA MuldPdrd lAdt Of Cat!2kte 1642 1 ® 1D7 7= OWdar Fill* Slid 31 102 72 6 Mali Loeh K Ahmlm im 103 720214 utl Leek G#Ads N toR �r32 qq�LAMEOTO 104 22021 MI •Bar Valet StYnleasStwl 1 IN71024)(12 f:X 0 x!0 HH MS swrkso Sttd 108 7=FPAK tie x 1 ph.FH SMS StdnMss bboT 72 X4 107 7L 94YM #B)c 3/4`Ph FH SDS Stelltless&tad 18 O 17 AT•TACHEDTO ® 103 30 FRAMEJAMB 27 1s EGRESS LOCK a7 DETAILS 40 (NOTTO sCJIF 3B es M OR0 42 , 67 OPT.AUTO LOCK PRODUCT REVISED45 t ATTACHED TO as wHh the Flodda FRAME JAMB BoOdr I 48 1 KOA.No. 19.0411.08 I lxpImUon Data 09 • 1e � tot tey 1 lfilamt4a��control 62 14 OPT. 72 . X4 1 41 47 ,U 1 OPT.SWEEP LOCK ATTACHEOTOFRAME JAMB 1 80 OR 81 10 O FRAME M 1070 7ECFOMM DRIVE ITERED 1M1'H 0 PL VO CF.FL 34275 1 NRERIORAND EXTERIOR t00 (941)480-1600 • FRAME WADS CEIffr OF AUTK#282"SCREEN Ab7 Dow ranum i t111 UI _ ASSEMBLY `�� �Q u p sN!tij�'� 03/27/17 omTlcsal+�/. t N . R DETAILS : O 64 EXTERIORFRAME ��o'.Cl A l IF- :�ttur; EEXXPLODED WINDOW VIEW ROSOOWSKJ ASSEMBLY '� '20l1tD►..;' '.` Tmw DETAILS 1 '�,;rSi"' G���` HORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTS/OPTIONS NOT SMWNONDRAWMOFORCLARMY. J �tA��L��t ;\\ � M96 Ror 2)J-CFWVNEL FRAME SHOWN,PART OI.OTFERFRAmETYPESAmy. A•LYNDINa RPE HR-5510 NT5 le OF.18 MD-HR551"1 I B 3)MRROWWCEMFMTIPES.SEE DEVILS ON SHEIFM&& PPD68706 TAW, 'got • it - --------- mom r� BCIS Home I Log In i User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I B Florida Product Approval r ; USER; Public User product Mrovai Menu > Product or ARplication Search >Appiieadon Ust �,5.:8"�-ry "",`. r"e"c' .;a r. y""X'sp._�, h.: -r'.r y:r r> ✓`''" z"Ct' . r3"�„"'" "y .;.t,' "�t A t 4 '�1PI�,..„M ".'�r v...,>xis=;.:�:.,.,,..ra...e..,:�...e..:�tiy'�,.acc�^'.�.s.f�.7a,.r..:::.,aa' ,•. c.���,�« ,...•a,.3��l{' " ''i�! Code Version 2017 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL ►7vi�����f.�{il �.:; 4it�4�n�x' ,:,i.,,k.,dK".?�. x...c� "'-'�'� Y�'.�"�..�C.r.:rx"�^' 3r'..�.;�rx� �'t."s;"?r'�fk �rt'���3£^s':iuv';'sr.� ?�.,e9�: .it..3 fq�",`+'�"':'... W 1 tow& Mai1Lufacturer w z r r u r �( riaatetl FL29078-Rl Revision CGI Windows and Doors Steven M. Ur NjStory FL*: FL29078.2 (717) 317-8- Model: SGD-4130A Description: Impact Resistant,Aluminum Sliding Glass Door Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road,3hIlahassee FL 32399 Phone: 851kM74824 The State of Florida Is an AA/EEO employer.Qmytlght 2007-2013 State of Florida. :: Priyame Statement::AQ=lbiftty St Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pub electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please cor Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F S.must provide the I if they have one.The emalis provided may be used for official communication with the licensee. However email addresses are to supply a personal address,please provide the Department with an email address which can be made available to the pt licensee under Chapter 455,F.S.,please click hgM. Product Approval Acceptas �IN® 99® Credt Ca(d :, Safe ' ,,. 8l•C.}}''.,, ,_., .") .d .��i�i,� _.,r ri..a.; �f.. `t� ...IfP; L.Ij.� ?:r.'L,..1.t. ... 'r_�:�.. ..,.> , it�.7 i,� i°'.4;�. .i�af'>„ ii:i:.ii�CTiCi'4','-t :::.,. __� t:':p:` •�F�':1:_lf �,'r';'.°.,. .cif°•:'i� ".lJr;�'.�!!,',� °'A•�, tY yea::,.� 'ra. will a,tic womm A M, ,..'r..r+� a ...li;l.)',L�,.,fit`` .C' I:.._�..•)ireF`i �.i-.. ._..:.!_:.7L.1.a.. ..., ..._c...gn.z•� ._. ... �.:54.1 __....__ .._°: +r.m a�b.....r,:ti...�..�r.? -•,.. J.I:'; , _. ......r:a� ,� .•a,.. _ ..r , 5... TMOUMi:. �!_,...'{J _a J...'f•'. „ :ti,'.kil:iS e 'i ....'K':j r Du 1:: ,s.,s , apsianvy 0,not um . .lsn WOW:le._j: ,r1 :i".... •'.... .{}_. iP� - t.,_. _ i k 1141 eon veww no . ,:✓-:. .:{:., ._ 'iiJ..i�. �:�', ..d .r .,r._.'r: L: , Lir: ,... ar Iwo BCIS Home I Log In I User,Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I E Or * Product Approval USER: Public User Product Approval Menu > Product or Application Search >Application List>Application Detail FL# FL29078-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ' Product Manufacturer CGI Windows and Doors Address/Phone/Email 10100 NW 25 Street Miami, FL 33172 (305) 593-6590 Lmiller@pgtindustries.com Authorized Signature Jens 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 Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Archil Professional Engineer D Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 02/19/2023 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL29078 RI COI Cert of Independence,pcif Referenced Standard and Year(of Standard) S ndard ASTM E1300 KEVK mcgq pau".q Vol v zqnA w vp ry V4, (50py '.."nvnn, COOWIMT posynow Cal, jw�uc coy; py w -no TAS-202 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/18/2019 Date Validated 04/18/2019 Date Pending FBC Approval 04/25/2019 Date Approved 06/18/2019 Summary of Products FL Model, Number`or Name Description 29078.1 SGD-4025A Non-Impact,Aluminum Sliding Glass [ Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL29078 R11T_SGD-4025A - 2,Pd Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58' Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL29078 R1 AE SGD402 A - Eng Ev performance information, anchorage details, and anchor type, Created by Independent Third Party: size, and spacing information. 29078.2 [S136-4130A Impact Resistant,-Aluminum Sliding G, Limits of Use Installation Instructions =' Approved for iuse in HVHZ:Yes FL29078 R1 IT SGD-41304:p�f Approved for use outside HVHZ:Yes Verified By: A.Lynn Miller, RE: PE-58' Impact Resistant: Yes Created by Independent Third Party.: :Design Pressure:N/A Evaluation Reports Other: Please:see the enclosed documents for product - FL29078 R1 AE Eng Eval SGD-4130' performance information, anchorage details; and anchor.tYpe, Created by.Independent Third-Party: size;and spacing-Information" , Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Qgyaght 2007-2013 State of Florida. :: Privacy Statement::Ac essibil _M Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a pub electronic mail to this entity. Instead,contact the office by phone or by traditional mail.If you have any questions, please cor Section 455.275(1),Florida Statutes,effective October 1, 2012,licensees licensed under Chapter 455,F.S. must provide the I if they have one.The emails provided may be used for official communication with the licensee. However emall addresses are to supply a personal address, please provide the Department with an email address which can be made available to the pL licensee under Chapter 455,F.S., please click here. Product Approval Accepts: " W9Fix `9 M Credit Card Safe Al oil in wonyisf i. 51,rwnU 7 ONO UP AR -an q M, nqla M.", bw AWN S top *A hnvwrqf'r ;V KYNK Icy WIT! ehi"Uo on; =1 hweyqq -i-� �-- *- 00 fmqm-'; A sumW--,. AT Kqviz MAP MOW: nn O'K, 'V30-0 !U-: OTIA Ka ovol A . �q ply S �"o W"Y Ar We"nas a %& is oz Q Von No SB ova a ,"I"! W�I"on mow, &�YM ; 1:01 vDa"n;ny T� f MQUD�v to -Manys 001 �Q oK so;M, Y,?w Moo tin, "WUNUP �""nyn; W�,J DESIGN PRESSURE RATING IMPACT RATING SERIES 4130A IMPACT RESISTANT SLIDING GLASS DOOR +55/-65 PSF RATED FOR LARGE 8 SMALL 1)THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE MISSILE IMPACT RESISTANCE CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 3 ANCHORS FOR ANCHOR (SHOWN); 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 5 ANCHORS FOR ANCHOR AT LEAST 4'O.C.,RACKS.STAGGERED 3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1.ALL WOOD BUCKS LESS THAN GROUP 8 ,II IN ALTERNATING TRACKS, 1-12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT ~— A_ I SEE SHEETS IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.12"THICK OR GREATER,1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS - - '-' 6"MAX, TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. l 4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALLBE BEYOND WALL DRESSING OR STUCCO. ' USE ANCHORS OF SUFFICIENT LENGTH.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL C" - -D �E• 'D'. ,C� SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY - OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS: 5)SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE PRODUCT IS NOT - FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM as-5/a• BY THE DOOR. 28.314'MAX.O.C.FOR MAX.DLO ANCHOR GROUP A; !/'. 98°MAX. 18'MAX•O.C.FOR HEIGHT 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS r/ FRAME HEIGHT CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS ANCHOR GROUP B �/ NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED j', FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING _ CODE FOR CORROSION RESISTANCE. BLE 1! 40-SW MAX Minimum .1 H WIDTH / Anchor Anchor Substrate Edo® Minimum O �1 B r Group Distance Embedment Smdhwn Pine(SG=.55) 9116° 1-3/8° FOR SILL ANCHORAGE,SEE HEAD: #12 SMS Screw(65); Aluminum,6063-T5 min. 318" 119 Steel,t8 8 9S or 410 Steel Stud,16 Ga.,Gr.33 min. 3/8" 0.0568° ss A36 Steel are" O.GW TYP.ANCHOR LOCATIONS Concrete(min.2.9 ksi) 2-1/2" 1-1a" 4 PANEL,2 TRACK BYPASS OXXX A 1/4"steel Uttraron Ungmuted CMU,(ASTM G90) 2-12". 1-114, CONFIGURATION SHOWN. Southem Pure(SG-.55) 1" 1. 1y, UNLIMITED NUMBER OF PANELS IN ANY 2-TRACK OR 3-TRACK CONFIGURATION USING VERTICAL ' Concrete( ,(Amin.,3.35 ksi) .. 2-12 1-3/4" . CONDITIONS SHOWN ON SHEET 2 ARE APPROVED AS LONG AS THE PANEL DLO WIDTH DOES NOT 1/4"410 SS CreteFlex "Uognwted CMUS1M G90) 2-112 14l4" EXCEED THE TESTED DLO WIDTH OF 40.518"AND THE TESTED FRAME HEIGHT OF 96'IS NOT Southem Pine(SG=.55) 1" 1-/a° EXCEEDED. 1!4"steel Uttrecarl ) Concrete(min.2.85 ksi). 1 14ir ADDITIONALLY,FOR INSTALLATIONS IN THE HVHZ,MAXIMUM FRAME AREA OF 194.6 SQUARE FEET Ur gioiAed CMU;(AS TM G90) , 1" 1-1/4' MAY NOT SE EXCEEDED. B Concrete(min .3.35ksi Pk 1/4"410 SS Cr.WFl. .. . 1..Wgrouted CMU,(ASTM G90) 1 1-1/47_ 1-114" t 11I 11 l.. 1)ANCHOR MUST EXTENDA MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE \�� pNY LYNti 2)"UNGROUTED CMU'VALUES MAYBE USED FOR GROUT-FILLED CMU APPLICATIONS. 3)ANY ANCHOR HEAD TYPE IS APPLICABLE. Tree: ma.n W. ®nao NMd9ws 8 OOOTS Impact 88SIsieM t,10ENSF (_ ' Q'�� ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSKI A»ua *.. ;:..No•5s705 1tT 0baerip6on: - .. - Doto: r.r.aaa.naun I rm uepa.raat - GENERAL NOTES&ELEVATION 04/15/19 PLI REPARED BYLYNNMILLER 1 I� �� 1070 TECHNOLOGY DRIVE O•' TAT@OF` Rw.'-6y: Rer.Date N.VENICE,FL 34275 i� R (941)480.1600 ii/�ss FOR......`G��`� Serrea/ModeL• scab: ,sAwk DmwUg No. .. Rev: enci wwDOWSS a 000rsa •/// ON�tA''L11t ;`c�� SGD-4130A NTS 1 OF 4 SGD4130FLPA NIA """""�" °`�0 A•LYNN M�LER P.E ........-..._ ._. CERT�.OFAUTH.#29296. P.E.#58705 3 f EDGE TYP ANCHOR TYPE,EMBEDMENTAND EDGE PANEL CLIP ONLY USED 1/4 MAX.SHIM DISTANCE DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 1 39�:Z4 IN CONFIGURATIONS WITH A FIXED PANEL DETAIL�A _ EMBEDMENT 114"MAX.SHIM DETAIL OD DETAIL .CO DETAIL D'SIMILAR 10. DETAIL C SIMILAR J�?` FOR ALL FRAME MEMBERS A CONFIGURATION,THE pi,!e tl2-TRACK HEAD ,��� OUTER ROW OF ANCHORS 1. BE 3-TRACK, 94 O 3Q ,i t ". MAYBE INSTALLED IN f BE 3-TRACK,iP4 _ ErrHER THE EXTERIOR OR .� DLO INTERIOR TRACK f TYP.ANCHORTYPE, / EMSEDMENTANDEDGE DISTANCE PER SUBSTRATE, 30 f } r SEE TABLE 1,SHEET 1 ...:, 13. EXTERIOR 8 n • r f,'.+I'`r'Jr EDGE DISTANCE 27 38 25 f�f fr EMBEDNIENr �� 26.� ,J �_ �. 3-TRACK JAMB SHOWN,MAY FRAME HEIGHT _ -8. ALSO BE 2-TRACK K3 HEIGHT DETAIL- 30 NOTES 37 1'1 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS 13 .39 7 LISTED IN TABLE I.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. 20, 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1.ALL WOOD SUCKS LESS THAN 1-10 THICK 1 f r ry-I ARE TO BE CONSIDERED I INSTALLATIONS.IX WOOD 9 � BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE:WOOD BUCKS DEPICTEDAS 2X ARE 21, 28 1-12"THICK OR GREATER.IX AND 2X BUCKS 6 iEN EXTERIOR - '12EXTERIOR 27 38., LOADS T THE STRUCTURE.WOOUSED)SHALL BE DESIGNED TO D BUCK DESIGNRLY ND ' DETAIFIXEDL PANEL INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER 14 DETAIL�SILL OR ARCHITECT OF RECORD, all 3)SEE SHEET 6 TABLE 1 FOR SPACING REQUIREMENTS. . 2-TRACK SILL 2 SALES 1+ MAY -� F 4)MAX.SHIM THICKNESS TO BE IM', A 111111 3-TRACK,#5 _ LYN N DETAIL O' Impact Resistant a� �ucENSF���� . 1 oro r�e ®Windows&Doors Q F� r :ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSKI WEResmane®" * Nu•58705 In 1/4"MAX. '+f:r r r,1`r >r i 1 € °` DescriPUon: .... . . per; r.i�ursn.nn 1 r..:ursu.uu C r ,r ,+s / ?� EMBEDMENT PREPARED BY LYNN NILLER CONT.SHIM r r`, �j,,✓rr; /'.✓ > INSTALLATION CROSS-SECTIONS 04/15/19 O 6T TEOF� OR GROUT rr f/'�' r / d�. �r 1070 TECHNOLOGY ORNE ,p ' +,+ r /•f A. J, Rarshn: Rw.By: Rev.Back N.VENICE,FL 34275 ,! ir�� ORIDP.c G\C��\ (941)480.1800 i� S �\ EDGE .. TYP.ANCHOR TYPE,EMBEDMENT AND EDGE - ��m MID �,/7ONAL DISTANCE "DISTANCE PER SUBSTRATE.SEE TABLE 1,SHEET I S °�O °1 Sne.t: ^D Na•- Rw: a�i,.R.MOOvsRE D SGD-4130A .75 2 OF 4 SGD4130FLPA N/A A.LYNN MLLER,P.E. AUTH.X29298 P.E.#58705 j _ r 7 Y i - r k - r 3.625" 3.625" MIN. MIN. 4"MIN. 2 TRACK JAMB 3 TRACK JAMB 4" o Q, ,0. . ANCHOR DETAIL ANCHOR DETAIL - 1 871" 1.671" . "O .EXTERIOR ; 'o .o ....EXTERIOR , 2 TRACK HEAD 2 TRACK HEAD 3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL 6"MAX .'MAX 3.825" 3.fi25" MIN. MIN. 4°MIN. . .o.. _4"MIN. o.. o :... .. O: ° 28-314"MAX.D.C.FOR 28-314"MAX.O.C.fOR ANCHOR GROUP A; - - ANCHOR GROUP A; EXTERIOR 18"MAX.A.C.FOR I MAX.O.C.FOR - - - EXTERIOR ANCHOR GROUP 8 ANCHOR GROUP B 2 TRACK SILL , 2 TRACK SILL 3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL 0 0 3.625" 3.625" MIN. �4"MIN."MIN. - 28-314"MAX.O.C.FOR 28-314"MAX.O.C.FOR - MIN. - ANCHORGROUPA; ANCHORGROUPA; _4".MIN. 18°MAX.O.C.FOR 18"MAX.O.C.FOR o o 0 0 0 ANCHOR GROUP B ANCHOR GROUP B - - 1.871" 1.871' o 0 0 EXT'ER[OR EXTERIOR 3 TRACK HEAD 3 TRACK HEAD v 3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL (SEE NOTE 1.THIS SHEET) (SEE NOTE 1,THIS SHEET) 28-314°MAX.O.C.FOR 28314"MAX.O.C.FOR lo" ANCHOR GROUP A; 3.625" 18"MAX.O.C.FOR ANCHOR G.C.FOR - MIN 3.62, 4°MIN. ANCHOR GROUP B 18"MAX.O.O.FOR MIN: .: _. . .. ANCHOR GROUPS �0:, 4"MIN... o�. ` :o' -o o. EXTERIOR EXTERIOR - I°'. C_ .c . . . 1.871' .a o a 0- EXTERIOR . EXTERIOR 3TRACKSILL 3 .. . _.TRACK - 3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL EXTERIOR INTERIOR (SEE NOTE 1,THIS SHEET) (SEE NOTE 1,THIS SHEET) TRACK TRACK TENTER 1NIed6t R s Doors ��� pNY LYNNI''I.,� ®mpael Resistant TRACK Tina: .. ....Orman Di^' i ���a•' 1.10ENSF•�/�����,, MEMBENOTE RS SINALL 3-TRAME ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSIQ °tEN""01aw No.587g5 MEMBERS IN A 3-TRACK nro ax.no —,mm,a u9n 70' CONFIGURATION,THE OUTER Deaedp6on: r DOFa: _.. .. NIN19.9a9.a9n 1 h9:n9.90a.tl1! RowoL DINEIT EITHER E INSTALLATION ANCHOR HOLE LOCATIONS 04/15/19 �. PREPARED BY LYNN MILLER "O q' INSTALLED IN EITHER THE - 1070 TECHNOLOGY DRIVE �..\ EXTERIOR OR INTERIOR TRACK 'RevtsWn:' - - - v.6y. Rev.Oalm O�•.•. SATE OF (V. N.VENICE,FL 34275� � .. (941)480.1800 �,�Sj••FC ORIDP,:'���•.. Covm04TO 4a19 sank `SRO Sedn/dheeh scale: Drarrnp No.130FLPA Rev-N/A ewww0oT8wsa0ooRs '.1, NAL SGD-4130A NTS 30F4 SGD4 . "L.H "ESE"ED A�{NNIw1eEh'.a.E _ ... CERT.OF AUTH.NM96 P.E.S 58705 �nr TA8LE2: .062" .062" 6.540" Item Parr# _ Description Mat ,I; 1.. �... D AL:1 14 2-Tack Frame Heed 6063-TS } .062" 2 "AZ-1142 2-Track 2-TraF Frame S01 - 6083Tt3' 1.126" - 1,125" 3 AL-1141 - 2-Track Frame Jamb - - r 6063.T6 ; '065" �,. .065' 4 - AL-1143 Shack Flame Head 6063T8 5 AL-1145_ 3-Track Frame S61. -6083T6 iO 2-TRACK HEAD 4U;3-TRACK HEAD 6 AL-1144 3-Track Frame Jamb 606376 7 AL-1147 Vertical Stile 6W3T8 �44.847' - .. - . . -- 5.715" , 2.639" 8 AL-1148 ... Exterior Interlock 6063T80' .070" - - 9 AL-It50 Horizontal Reif '-.- 6063-78.875" 874" 075' Interior Warlock _ _ 6083-T6 10 AL114911 AL-1151 Astragal :6063-T6U. U12 AL-1145 Wateroar Adaptor 6063T6 2 2 TRACK SILL - `5 3-TRACK SILL ,1�, 1� 1.404' � .•64T' 13 AL-1152 7116-Laminated Glazing Bead 6063T8 O 14 WATERBAR AL-1153 Roller Track 6083T8 1.1 ;ASTRAGAL 12,'090" ADAPTER 20 - HD-77.10244 Fixed Panel SNm .090" 21. HD-T740245 Roller3tdm 22 HO-77-10249 .j Tandem Roliere 1 ._,. .._. .... - .1 _ . .Z4 Fixed Panel rClip .__... W63-TB .--�.�, "T H677,102 680 Pad �25. WS362V' Glazing Bulb.iBT X.200' - PVC-' -.080' ° .045' .. LOOT 1r=J .344. 28 Lock .O 2-TRACK JAMB .080" 3-TRACK JAMB 27. - -' Keeper-KIT O 28 Handle Set-KIT 13` BEADING 14 ROLLER TRACK 29 Recessed Handle Imo-- 4.006" 30 64066G Weathemtdp.187'X.230"Fin Seal . 4.062" I 070' -� 31 HD-77-10251 ;g5"X T X.30'(Anti-LA&SID)Plug 32 PGT 71826K 112"X4'X 116'Selling,Block - .F4, W16"NOM GLASS STACK --� 33 204-W :Bumper ..._ _ _ PVC 34 7/16"'Adjustment Screw corer 1.340" 1 79V 3l16"HEAT-STRENGTHENED GLASS 35 $8 X 1"Pan PNI A(Assembly) - 41OSS .090"SAFLEX OR TROSIFOL 36 K10-16X 1-1/4'Pan PNI Tek - 41OSS 1 PVB INTERLAYER 37 910 Xd6"Pan PNI AS(Aetregal) 41OSS 39 R8 X 314"Flat P 062" 08 38 - #10 X 1°Pan PH 1EK 410 SS(Keeper), 41OSS 0" 3I18°ANNEALED GLASS OR. Phil Tek(O-paneq 41033 . OyERTICAI.STILE O8 EXTERIOR INTERLOCK HEAT-STRENGTHENED GLASS - 40 810-32 X 3/4'flat(Undercut)Ph070" 410SS ,.080" 25 41 HD-77-10252 .sw.xi.vis,X.890"Crop/Sol Rail)Plug_, �+---- - I' 4.00 - ..... 42 Mn 9A93RGS 7700 _ Sealant 4.008' 6 . GLASS BITE SD letes EXTERIOR , .070" ,070• c. 7[490" 1.790" a .070' O9 HORIZONTAL RAIL .07 10;INTERIOR INTERLOCK TYP.GLAZING DETAIL I iviv / ' Impact ResiStaet `���� UGENS, !� ntr.: Drvrn',By: ®Windows&Doors ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSKI �' * No 58705 1. _ 110 9-1,SUM.r111/12 Aesenp600:.. ., Doh: 1.unL121.11n t EXTRUSIONS AND BOM 04/16/1.9 PREPARED BYLYNNMILLER �0 STATE-OF . 1070 TECHNOLOGY DRIVE Rm•, 0ab: �T•'•, N.VENICE,FL 342TS !(941)480.1600 /7sis10 SerJea/MaMI: .Scab: SnaeC ,OrarfngNo. - RII^. CGIWNRDOWSeDOORS �1r11NAIII0z�. SGD-4130A 75 40F4 SGD4130FLPA 'N/A ALLRIGHr9RESFRVED aLYNN MILLER,P.E . . .._.... . GERM OF AUTH.#29296 P.E.#58705 'i } � 5 I i ..a f 1 r } t ' C'- I ' w 1 AZ BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact us I E Florida 00" Product Approval 1 USER: Public User Product Approval Menu > Product or Application Search >Application List>Appilcation Detail FL # FL243-R21 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be 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 Ext22318 druark@pgtindustries.com Authorized Signature )ens Rosowski irosowski@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 Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 TAS 201, 202, 203 Equivalence of Product Standards Certified By ,f t'�M. � + il'• .. .. :,i;A. r.`...t'-_ Ii.a •,i� . :'���.^�i. it . ..,`'r.<•'• tit iiA _�' .•. � ..) i5:� ;'-i'a alai•. �' ,..x�V°�{'li... :7.2 7 Product Approval Method Method 1 Option A Date Submitted 09/25/2018 Date Validated 10/15/2018 Date Pending FBC Approval Date Approved 10/22/2018 Suhimar y,of Prodacti FL14 Model, Number or Name Description 243.1 CA-640 Fixed (Non-Impact) Aluminum Fixed Window used with Ca E" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061413 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expira, Impact Resistant: No 04/11/2023 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 II 17061413.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: r 243.2 CA-,740 Fixed (Large Missile impact) Aluminum Fixed Window used with Ca x r Limits of Use Certification Agency Certificate Approved for,use in HVHZ:Yes FL 243 R21 C CAC 17061415.pddf Approved for use outside IIVHZ: Yes Quality Assurance Contract Expira Impact Resistant: Yes 04/11/2023 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance 1,FL243 R21 I1.17061415.p f (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: `# 243.3 PW - 220 (Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061405.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Explra- Impact Resistant: No 08/18/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 II 17061405.E (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: 243.4 PW' 620 (Non-Impact) Aluminum Fixed Window Limits of Use. Certification Agency Certificate Approved for use in HVHZ:Yes FL243 'R21 C CAC 17061410.p�f Approved for,useoutside HVHZ: Yes: Quality Assurance Contract Expira, Impact Resistant: No 02/19/2019 - Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 II 170614101, (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: 243.5 PW - 720 (Large Missile Impact) Aluminum Fixed Window 54 TP vu tj 3 cT CL�-.3s,rc,,ci. j,, �j ibt:--i it m Lrj k,'71 LS jj 1:j l 'IJQMhleLR0U' 0URH E no CF,,. h0j Wq0ULPpWq "M QqURRWmpDCCOt5 MPSM MRS QSW LPG MY CQMWI WFOMCS 4 WSWUM.' aw,0 Empsgou geboge 010, quq abequo jq0usspov jp� CYCIV) VOL Mqncr, ?Gc..'. 4,1-IG cc),Iufh Napa Ok W\v 3TY-"', 6PA - S'-;5!j (Wanjuibscy) gawpupau go bog,! �Pbs-' apd quq absqud !wpuoqj.,jou- q%gql" AGM,'t�Gfj 2CCO - Min' 0 fit vusMucu Oct To c 71, Wbbl0650q IOL MV GQ2jqS PYAItS: AG Duq supuk auol 2ps suq Mqua luoumpou- CWSWq PA xqGhWq0d QSq =0 (way) yu- c"A. wpuAlm acca kG- jQTT klm (mou-jumcl; it, U PIMP �,t c QrG 1,Wlq2rGq :wx ?npulacq bwqmw vulow" PPMO.q Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 17061411 pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions e Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 II 17061411.Rdf (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: 243.6 PW - 820 (Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R21 C CAC 1706i411 cp if Approved for use outside HVHZ: Yes Quality Assurance Contract Expira, Impact Resistant:Yes 02/19/2019 Design Pressure: N/A Installation Instructions ; Other: Please see the Miami-Dade County-Notice of Acceptance FL243 R21 L 17061411.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.: 243.7 PW-5420 (Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061408.(�df Approved for use outside HVHZ: Yes Quality Assurance Contract Expira, Impact Resistant: No 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 II 17061408.pd (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: r= Evaluation Reports Created by Independent Third Party: g 243.8 PW-5440 (Non-Impact) Vinyl Fixed Window used with Caseme Limits of Use Certification Agency Certificate . E Approved for use in HVHZ:Yes FL243 R21 C CAC 17061407.pd Approved for use outside HVHZ:Yes Quality xp'Quali Assurance Contract E �ta, Impact Resistant: No 09/24/2020 Design Pressure: N/A JInstallation Instructions.. Other: Please see the Miami-Dade County Notice,of Acceptance FL243 R21 II 17061407.E (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;-' 243.9 PW-5520 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061409.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 II 17061409.pd (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: 243.10 PW-5540 (Large Missile Impact) Vinyl Fixed Window used with Caseme Limits of Use Certification Agency Certificate Approved for use in HVHZ;Yes J, FL243 R21 C CAC 17061406.p ` Approved for use outside HVHZ: Yes Quality Assurance Contract Expira" Impact Resistant: Yes 09/24/2020 fLS.;tocg) AIN LOW AWWOM WN AYIP M6W cgpW byp2b RCG two jQ0UQj?0q6 Coat% onm 01 vembigum --vuzp--tcqnm;e igm1afs"r Au., lgz T& W-20SO CrWas umvp may mom Won mpmuivt sup Tucpol, F;:,", it um"Ooaa UGPY� AG UM EA: YOWWO DCCO CYK 04psn: bKsel; COnall pypCG al VCCOMUCY -3 Ln ph uuq quam PLO' aqG, suq PA (WOV) Vs, bmqWj bGWAm;L;r-G mu"Im ucco - cm; Zt-, 0 -r MEMO 14ANS: AW jjAHS; bNowu WultaMn IPA; um laway. s. cappq PA lmhmsw an bat: am, nup ;b9oud layamomov- -ij 9 20 mownlym scco - cmf ugym.; hPAG AW [PC, lbbICAGq YOL VMS OnAW RA HT AW pA A0110 A: WPWPDPqG OCCO capum bpsns ZGG rpe yqsuq.DsqF ynub morms ot AblOACII QL naU YU 14ANSI AW Design Pressure:.NSA `' T Installation Instructions Other:Please see the Miami"=I)ade County!Notice`&of Acceptance "243 R21 II 17061406 pdf , (.NQA) for product"performance information, anchorage details,' Verified,By: Miami-Dade BCCO - CER and anchor type; size,.and spacing information. . Createdby Independent Third Party:; Evaluation,Reports ; . . Created intlependent Third,Party:, 243.11 PW-7620A (Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F1243 R21 C CAC 18-0430.04.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expira- Impact Resistant: No 02/19/2024 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance FL243 R21 11 18-0430.04ad (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: 24312 P,W:77.20A(Impact) Aluminum Fixed.:Window , Limits of Use Agency Certification Ag en Certificate . Approved for use in.HVHZ •Yes FL243 R21 C CAG 18 0430.O�.Rdf Approved for`use outside iiVHZ:,Yes�' ;Quality Assurance Contract Explr* Impact Resistant:'Yes 02/19/2024 Design Pressure:N/A installation.Instructions: Other: Please'see the Miami=Dade,County Notice of Acceptance . FL243 R21 II 18-0430.05: (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:,' Party:,', Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 85Q-487-1824 The State of Florida is an AA/EEO employer.QRydght 2007-2013 State of Florida. :: Privacy Statement :: Accessibi&-,% Under Florida law,email addresses are public records. 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'l3a.tE_. _ i.a,«.l::�'i�:: rl`':=.i,r4:c.., ,7t. ir4, ',li, L.F �'F;,:4 ny`1. ��i.•,..'.ra C$i. ;.;.i E, j>;•ui.a.-1i �'�Ari '`„' 'fiJLr� 6;�'}iC:ti r.6• -'-"'t:;'42(-f^ .. ., ..• 11 ri. ._:.Y1 �l,i '1''' �- + �,Y:, .EAR J"� aw*•"s�u�`''`y`•: .,.`.5i r ka'`1"'�a }....�4 ,� t},�95 MIAMI•DADE MIAMT-DADE COUNW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONODUC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADINMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vmw miamidade;gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke.this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PW 5540"PVC Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5540.0 titled"Vinyl Fixed Casement Window NOA (LM)",sheets 1 through 13 of 13,dated 09/09/14,.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. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABI9LING: 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. j INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.19 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. j NOA No.17-0614.06 Muat��'4� Ex iration Date: September 24,2020 J O3 17 Approval Date: October 12,2017 Page 1 ' _ .. ! y _i t'i ..>�_}jl .. ��.'!;' .. . rl S.i•,'r' !-'ni ° r'.i .,.. ,..`•2 ..# r .'t?i i,ri.. �� 'Act T.s!v. WN .4'• )1., . .,. .. .,. .. :!'i r.'I7._ r., :i^ tt.`� h;,. ,�: '_f3.i.' ..1° ''{: .,.'}' a .. , '#ir ,. .. r'.c. �, . r , { 1. : !.• 1, ': ,.:!•, _, ..,, .ills. }i.. .....'1 s_: I i •'}' .I� (�:, i..' Jtti .. ;,: :fi c,.•, 'i''. . ..t ,.'!' _,•r:.: i + . �N ti n 5;. .,.__... .fir {. ., ' :t, .. .1m .'.{ j�kn, .. 1,...:_ w ,iQv-too I,'•t, .. .I. .`r i_el., ea At:a. _O i v. ,_5 t - . ,4.4„IJ .4 j. )M`vIA. ., _ onto 4 , .. , it✓ . ,i .t, J _J'.. ,.,, '4/ IT ,i, -y! 14 .04v in, A y ai:.r' K.I f'.:.. iSet'_. # K wan i4' mn US yomf .jz ' .. •..._ il;"` '" :Ili: . ..�... ._. ...'{ ..•1' r -.. ,rf; .. ...r .. ,. ..,. ,. .�_{.�;'- - `;! .. ',J' .;J.. F..,_, ,.. , e_t d f. .} PC .tlli .. .. •f�Ir_ i�!a+. 1,1 .. .. ., °�g. ,. ,:�;r.'•'(;.9 ... �{ .°.1 i n I lyv Y�Ramo ,. r. '>;':}z 's .:t'• . .? fi. ,a.. :ii .. (f i:.'. ,. a `S #- tx•2:1" t. t};y.s is .,.?i�3•: . .srx ec�.' 'S ,t� PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. '' DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0415.0,1) 2. Drawing No. MD-5540.0 titled"Vinyl Fixed Casement Window NOA (LW", sheets 1 through 13 of 13, dated 09109/14, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn.Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super`Spacer'NXT M 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. 16-0714.19) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5520/5420 PVC fixed windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7897,dated 09/03/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0415.01) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5540/5440 PVC casement picture windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-8128,dated 02/10/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0415.01) Jorge M.masencia,P.E. oduct Control Unit Supervisor NOA,No.17-0614.06 Expiration Date: September 24,2020 Approval Date: October 12,2017 E-1 i& n "MOO 1 Own f Ws- VvY VAUT-1111 01 bxa! fy"j ON. G WS oil in W A 1 Own "AS A 1 is ; Kjnv� I Ohl 1 vatt jm�vv �y bvivo -0; SULP� ,mn: npunou-. XT 237 A-5 2 Ay�vvr wl "Why 1 xI 1 vo-11 Q o r A,Q uW t&f 1 1 nip , y".1 A wn i r a 0000 1W 11 4nAM v S CK yy� mop P 0% nuo .00> M&L,ly .140 3 O'KOP, 1 m -Pun7" 'Wvy; c 0,01, m7sh.al 5 PONT, 4 .11 VE-11 4 W n"Onji SYT 1: MY ATO-At .111 Atli 10. On r :MY-UP I "T rogy v in �OT ;4u Q awn?; �.j'l 3;q off �Wjsv OnAv OAV t": P0,A) :a ydb ,07 4% 41, 14 .1-P TO A =701 titz 151 1 P i W" 0 V lu 1 1 :n:., 4-0 1 . 0 na v W:j n SW -1, 101A no!a I unni anv� law 010 1-s"UH-0 Simi Knak!r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED B. TESTS wowuim) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5540/5440 vinyl fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-8174,dated 03/31/15,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0415.01) 5. Additional,Reference test report FTL-8183 per TAS 201,202&203-94,issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 15-0415.01) C. CALCULATIONS . 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition(2014)and FBC-61b Edition(2017),dated 09/15/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, CIear 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 ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/1 S. 4. Notice of Acceptance No. 16-0712A4 issued to ENERGI Fenestration Solutions USA, Inc. for their`Bronze and Lighter Shades of Cap Coated 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. Jorge M.Plasencia,P.E. rodoct Control Unit Supervisor NOA No.17-0614.06 Expiration slate: September 24,2020 Approval Date: October 12,2017 E-2 -lz i njoo�t_2:, Cpl,>q f')r fff M ;�J'Q 4",&L--, o'e I �41 T C)s.��._ri a Vuj";li 6J 1 Cll�J YOU 1?"JM41 DZI 0 1_1iT 0"o -IfC, I ,I f,XCQA.l 1. (A ms-31 —w-'. V, evr"` xx v nJP j owr L Len. MT t;-Y'.cjf All ellv, I Alo._J. v.1..w; b 1 It C,-47 b. lin I 71 j'y -5 w,�gf�)e a ld­­ U t�, bi "�q- ;wjn p"c', u i j j OU b 1 s�l u-aj,%,,-; 1wl 1 u 7?(3 f,'111"U �r-f -3- ij 0.U D r 1,�' yt; V A�j %)",P1 q t. "Ok v a PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition(2014)and FBC-6th Edition (2017)dated 08/29/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated 06/09/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. 4. Proposal issued by the Product Control Section,dated 09/29/14 and revised on 10/15/14,signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 15-0415.01) G. OTHERS 1. Notice of Acceptance No. 16-0714.19,issued to PGT Industries,Inc.for their Series "PW-5540"Vinyl Fixed Windows—LMI,approved on 09/01/16 and expiring on 09/24/20. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0614.06 Expiration Date: September 24,2020 Approval Date: October 12,2017 E-3 l • it. GENERAL NOTES:SERIES$640 IMPACTRAnNG DESIGN PRESSURERATNG uR�pubP�"IEN 6tM�mWa IMPACT RESISTANT,VINYL FIXED CASEMENT WINDOW Coodd�o LARGE&SMALL MISSILE VARIES PER OPTIONS,SEE Bulldfep 1)'THIS PRODUCT HAS BEEN DESIGNED&TESTED TOCOMPLYWITH THE REQUIREMENTS fWACTRFSISTANT TABLE3413.SHEETSB-12 MCA-Hm 17-06%06 OF THE FLORIDA BUILDING CODE,INCLUDING THE.HIGH VELOCITY HURRICANE ZONE MAX.BUCK WIDTH SEE TABLES 4.13 Cxp(nlba f3ato 09/24/2020 (HVHZ} (SHORT OR LONG SIDE) I -4 MAX.BUCK(SHORT DTH SEE TABL9SIDE) 4A ft 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. L. MAX O.C.SEE I(I (SHORTOR LONG SIDE) .� 1� tyo•�y ue e FOR INSULATED GLASS RED.INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET'3 I I TABLES 4-13 B MAX SHEET.SEE � � MAX O.C.SEE TABLES 49 LTIE(CAP)Mt19TTEMPERED. � . 3)FOR MASONRY APPLICATIONS IN MIAMI-OADE COUNTY,USE ONLY MMWADE --{{-- COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS I VISIBLE } I VISIBLE WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UWTS AND CONCRETE WITH LIGHT WIDTH I MAX.BUCK LIGHT WIDTH MIN.KSI PER ANCHOR TYPE _ HEIGHT,SEE ('' - ----------- ''''( TABLES4-13 r - - --•� 4)ALL WOOD BUCKS LESS THAN 14reTHICK ARE TO BE CONSIDERED IX I --- - I (TANG OR I �----------- yI WSTALIATIONS.1X WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO i / SHORT SIDE) I / ■ JR-OBA78/17•UPDATED SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12•TFICSC OR GREATER.IX AND 2X / VISIBLE. VISIBLE I ANCHORAGE TO IBC 2017. BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER p LIGHT s� C I LIGHT C,BEE u LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION S THE 1 RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). HEIGHT SHEETS HEIGHT SHEET4 rc B)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I / I / MAX BUCK STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVEEMSEDMENT. I I HEIGHT.SEE INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIP ASHING MAX,JAMS O.0 I TABLES 49 STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOT14ERS SEE TABLES I � (LONG OR AND ISBEYOND THE SCOPE OF THESE IttsTRucrtaYs. 473 MAX O.C. T SHORT SIDE) -T- SEE J 8)MAX.114•SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT S } TABLES bi O o NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED IU�l 48 u7 LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFFMNTLY ANCHORED TO RESIST 0 N LOADS IMPOSED ON THEM BY THE WINDOW. B - 6•MAX D-.0-- 1.25•MAX •—►I�-+- Q 7)DESIGN PREsSUREsc TYP.EQUAL-LEGBOX& TYP.INTEGRAL.FIN&J-CHANNEL Z LL m � Q � A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALfCYCLE TEST PRESSURE,FRAME FLANGE FRAME(90'CORNERS? FRAME(90°CORNERS) x L < _ O ANALYSIS AND GLASS PER AMU (ANCHORED THROUGH NAIL FIN) V 26 0 z nN TESTPRESSIIRE,ITIVE DESIGN FRAMEANALYSSAND WATER GLASSPERASTME1300. lxtnucYCLE 'MAXB .� �. 12s•MAX LU o _IwoC.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASD. c 2 Z O 8)THE ANCHORAGE METHODS SHOWN HAVE SEEN DESIGNED AND SECURED TO RESIST B'MAX f < S� Q �. THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.113% `( MIAX. f` STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THS PRODUCT.THE 1.8 MAX MAX.O.C.SEE O.C. Z J r LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. SEE4TA13LES I TABLES 4-9 SEE LES LU UJ w°us ANCHORS 7IL47 COME INTO CONTACTVY1771 OTHER DISSIMILAR AIKTERIAI.S SWLLLMEET _..lL.. MN va THE REOUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4-9 MAX JAMB O.C. I K W L♦)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER V SEE TABLES O CURRENT FLORIDABURDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING / VISIBLE 4.9 / VISIBLE � Z e1°og JURISDICTION. LIGHT •--� LK3fNT u. HEIGHT } HEIGHT tO LL 10)REFERENCES.TESTREPORTS Fn,7897,B128,8174:ELCO ULTRACON NOA:ELCO 1 MAX BUCK I,y w CRETEFLEX NOA.ELCO AGGRE-"TOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD MAX.BUCK HEIGHT.SEE G WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC IXLRUSION NOAS,NATIONAL / HEIGHT.SEE / TABLES 48 �j a 2 DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAFRPA NDS&AW MINUM TABLES 4-9 OR DESIGN MANUAL VISIBLE (LONGOR VISIBLE SHORT °A7! '�O a. 11)PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA.INC. IGHT WIDTH SHORT SIDE) 1 LIGHT'WIDTH f `A11111 f l/l$// GENERAL NOTES,.. .__..,..__1 VISIBLE LIGHT FORM vtENf ULAS a.MAX J- ! ``� ��YLYN()y !i���. ELEVATIONS......_...........-._..._t WIDTH:BUCK MOTH-",fT II L �C'' '•rl i FRAME.GLASS&ANCHOR NEIGHT:BUCKHEK#fT-6.3/4• _ MAX O.C. Or 1 -""'I MAX.O.C.SEETABLES4.9 —.-� I.WMAX. No.60703 OPTIONS....___.._-.._....•_2 SEE TABLE5419MAX INSTALLATION,FLANGE& CODES/STANDARDS USED. MAX BUCK WIDTH SEE TABLES 4.13 MAX BUCK WIDTH SEE TABLES4-a EQUAL N.TNT.._._.FIN&3 .2017 FLORIDA BUILDING CODE(IBC),STH EDMON (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) •c� q INSTALLATION,INTEGRAL FIN 8 02014 FLORIDA BUILDING CODE(FBC),STN EDITION EQUAL �i ��` ' •' `� J•OWANNEL.__..__ ASTM -0 TYP 9 . -LEGBOX& TYP.INTEGRAL FIN FRAME ASSEMBLY TUBE'_.._--&8 .ANSI/AF&PA NOS4016 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED J-CHANNEL FRAME(CURVED OR �� +'•• AY Dt.; �Z cLAZiNG DEraILs,,,......_.._�..._7 .ALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) ANGLED CORNERS) fi s5+ '"•..... DF.SK3N F1TE9SUREs-..„..._...._8•t .A1S1 stoo-lz (ANCHORED THROUGH NAIL FIN) ''�/;OVAL E,� BOM&ASSEMBLY-._.....,....„......13 .ALSO 360.10 III 1111111/ A LYNN MILLTA P.E P.6,H 60705 i w SAMMY Nov nc •th 1 TABLE 1• Glean --,- Table Sheet 'A•=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWNSELOW TyPe oeeerip6on — .-_ __ N #-- 'H'-HEAT STRENGTHENED _ .. T=TEMPERED 0 C�7 1/8"Laminated LG.:10 A Exterior Cap+7H6'Air Space+5H8•Laminates(2)Liles of 10 A Glass wlTli.090•PVB Udedayer 4 8 Tw•.ogVTROSIFOL® 8 7/e'Laminated LG-*118"T Exterior Cap+7116'Air Space+61"IS Lamkmfed;(2)lilies of 11W A Glass with.W PV13 imtetlayer' S 8 A6lSFRBYX 1RA Y P 9 7/8•Laminated I.G.:3/18'A Exterior Cap+318'Air Space+5116"Laminated;(2)Liles of 1/81 A Glass vAth.096"PVB Intetlzye 8 9 •SG•ERICA INC. n;LAs® Box OR 10 7/0'L;amhrated I.G.:3116'T Exterior Cep+3W Air Space+6111r Laminated;(2)Utes of Ifir A Glass with.OW PVB intedaye' 6 9 INTERLAYER BY XURARAY EQUAL 11 1'laminated i.G.:118•T Extedor Cap+7/18'Air S +7/16'Laminated;(2)Utes of3/18•A Glass with,OW PVB hitedayer 7 9 �Imo' FLANGE LEG 12 _1•LeNnrded I.G.:31101 A Exterior Cap+318•Air Space+71161 Laminated;(2)Utes of 3H6•A Glass wkh.09V PVB Intedayer 8 10 13 i'Laminated I.G.:31161 T Exterior Cap+318•AU Space+7116'Lmrnated;(2)Lies of'VIT A Glass with Aglr PVB hrterwer 9 10 o 14 11 Laminated I.G.:NIT A Exterior Cap+3/8"Air Spare+7111V Laminated;(2)Lilies of S/16•A Gtasa with.090•SG kftrbpl 10 11 2 4 15 V Laminated I.G.:3r16"T Exterior Cep+318"Air Space+7/18•Laminated;(2)Lilies of 3f16"A Glass with.OW•$O hMedayer 11 11 16 11 Laminated I.G,11W T Fxtedor Cap+7/16'Air space+T11W LeMnated;,(2)Liles cf 3116•H Glass with.080'SG h0ertayer 12 12 o a 17 1-Laminated LG.:3/16•TExtaftr Cap+3/8'Air Space+711W Laminated;(2)Utes of3/161 H Glass with.ow SG ivedayer 13 12 TABLE 2:ANCHORS IN LLE STAD TNRWGH FRAM_ d-CHANNEL INTEGRAL Group Anchor Substrate Min.Edge Min, 'MIN.OF 3 THREADS 'GLASS MIN. 14 THROUGH FIN Didance Embedment' BEYOND THE METAL 17MAYNOTSEUSEDWITH SUBSTRATE. 1G•IAMVEl.OR rNTE[�iAi P. , ne tho Bus 3/ FIN (Steel 1"S.S. - Steel.A36• 3W 0,W 'IMGROUTED CMU` FRAMES. 3 Steel Stud, IXI N.33• 3 0.045P(18 Ga) GLASS TYPES 7,11,12,a 14 VALUES MAY BE Or 410 S.S.) USED FOR GROUTED A Aluminum,, 45• 3/8fir' 0.050' CMU APPLICATIONS. 'MAY NOTBE USED IN THE NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 13 P.T.Sachem Pine(SG�.55) 7/16' 1-3/8• HVHZ ABOVE W. 3/18'ateelUthacon Concrete(mIn285kef) 1• 13/8• �. PRODUCT REVISED Ur outed CMU, ASTM C430) 21/2 1-14• !u AWCOMP with the Florida #12 SMS P.T.Southern Pine(SG=0.65j 9/16" 1-318' NOA tw. 17-0614.06 Steel,A38• 3/8• O.—OW ALL ARCHaECTURAL WINDOW SHAPES OUALIF9A COMMON EXAMPLES SHOWN.INSCRIBETHE SHAPE IN A BLOCK(SEE FJ1AkWLE.S laMratlon Onto�1�/202U (etas(,18 8 Steel sum,A653 Sr.33' 3/6' 0.04511(18 Gal BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6 Y2. 6y or410 S.S.).) B tmihssn. 75' 318' M063' ILONG---i LONG LONG SHORT 1/4• � e1 • eoe steel Ukraeon P.T.Southern 55)Pine(SQ=0. 1' 1-3/8• SIDE---�{ i- SIDE---( +{ SIDE ira"stoat craleAex P.T.Southern Pine(SG�.65) r �/8• T�—— Tr-——— ———1 r— 1/4•steel Aggiecator P.T.Southern Pine(SG=D.55) i' 13(8" I 112 �o I 1/4'steel Uthaeon Concrete lmla 2.85 ksi) 1" 1 4• Rm a Unpoutea rMU,VZ M coo) 2.1/2' 1-1/4" i 1la'Steel CteteEex Concrete(min.3.35 Koo 1" 13/4' LONG LONG LONG LONG LONG o ,y 1/4•steel Ulhacon Concrete ph Z85 kst) 2.1l2'_ 1-W41 N SIDE � F� SIDE "1 ►+ SIDE - I }- SIDE +i I SIDE •i = fr Concrete(min.S.35 Ron 21re 13/4 AIr T�— —, T r——— r t/4•steel CtetelM ) IT r— —, T r , NO CHANGES THIS SHEET. lkgto cMu,(As C-90) z yr 1-va" oI ID �y1/4•steetAggreGalor Concrete min.3275 ks1 1-1/2 N Gnwted cMu, C•90j r ri t i � TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL RN - Min.Edge Min: GroupAnchor Substrate ohhnoo EmbodmenY ```1t11 rr�ri� E 2.117 x.131•rbeumn Nod P.T.Sculhem Piro(SG�,66) 3/6 2 7/1e' 1070 TECHNOLOGY DRIVE ,41 x LYlyly i , 2112'IYngetneNt Roodrg Nall P.T.Southern Pine(SG=.ti5) 3/8' 2-7/16' Malty Min 5 Mh F. N.VENICE,FL 34275 P.T.Southem Piro(SGs.55) 112" 1.318- s sonw 82 120 (941)480-1600 No.68706 410 Trtraahead SMS (sted,I"S:s. Alumimsn,GD63-W ar 0.050" 1"Saew Wks) 25ke1 9teelStudOr.33' 318' 0.(1d51'(18Qa) 410somw BBkei 11oke1 ® COPYRIGNI'02817POT OUBTree3,INC. - a 410 S. CERT,OF AUTH.#MOO ALL Por niTa RF.SERv® F Steel,A36' 318' 0.050 Eko Agaw"raee s7ku S8 ke1 P.T,Southern Pine{sG=.Sry eN6' ,05V mINN.OF EI`°uk"rorre 1ss ksi 177 kns VINYL FIXED CASEMENT WINDOW NOA(LM)` 9/9H4 !2 h A-4012SMS 410 SSEloo CrateFYxdD 127,4 ket 168.7ke1 •• Altminun 80Gi-T5' 31B' 0.063' BEYOND 6oSi-TeAnnnMun ��22211isl � %(atee1,18Bs,s, SteeiStud.Sr.37 3r8 0•060• THE Rae GLASS/ANCHORS/FRAMEOPTIONS JROSOWSKIi0NAL `�a 410 S.S.) METAL Gr.33Sue Stud $ 8 A.LYNN MILLER P.E. ' Steel,A38• 3f13• 0.060` SUBSTRATE. PW-5540 NTS ~ 2 OF 18 z MD-5540.0 B P=� IZI 14 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 AM ANCHORED THROUGH FRE - ANCHOREDTHROUGHFRAMEA" INSTALLATION DIRECTLY INTO CON MU• BUGKSTRIP INTO CONCRETEICW, OPTION 1 EMBEDMENT SEE NOTE 2.THIS SHEET. EMBEDMENT ANCHORED THROUGH EDGE DISTANCE V r MAX 114•MAX. FRAME INTO 2X WOOD SHIM 2 4 SHIM FRAME OR BUCKSTRIP. I SEE NOTE 21THISSHEET. EDGE ••;�'• ]� S G7© EDGE . Q EMBEDMENT DISTANCE 'DISTANCE FLANGE 1 .i . TYP SHOWN 1•THICKI.G. •e ^�''7j' TYP.ANCHORTYPE, d g EMB•EDMEH7 � -•1!4'MAX.SHIM EMBEDMENTAND EDGE EDGE DISTANCE PER DISTANCE PER SUBSTRATE.SEE 2 TYR ANCHORTYPE, `+.; MBEOMENTAND SUBSTRATE, TABLE2.SHEE72. E EDGE DISTANCE PER SEE TABLE 2,BHEET2 �� •:a SUBSTRATE,SEE L Ll7R•TtiICKI.G. •• TABLE 2,SHEET 2. FLANGE IOR MSIBLELIGHTWIDTH EQUA<- B g FRAME ,l1- LEGBOX SNO" v FRAME NOTES: VAInH SHOWN LSTED USE ONLY N TA13LEB 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SEGn0NA-A 718•THICKLG, AND EDGE DISTANCE LIMIT$.ANY INSTALLATION PRODUCTAEVISED OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE as cam txFlb 1fl�FTarlQa IMNDOW. DARE APPROVED MUWON,FBOCOMPLIANTALUMINUVJMELFRAMINGORSTEEL.STUD. W�$dlPO Codes •17.0914.06 2)AMONRYANCHORS MAYBE USED INTO WOOD AS MAY BE VERTICAL OR HORQONTAL.SEE SUBSTRATE PROPERLLE TABLE 3.SHEET2. HOA4io. VISIBLE PER TABL.E2,SHEET 2.ALL WOOD SUCKS LESS THAN 1f4•M, E)*ImU*%9ate09/2dfl10M BUCK Lp3HT 14W THICK ARE TO BE CONSIDERED 1X SHIM sy HEIG4T INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL If ag10 ORA12 STEEL 1!1°MAX.SHIM HEIGITT UNIT IS INSTALLED DIRECTLYSO SUBSTRATE.WOOD SMS(Gh.SEE Mfa • uc Con BUCKS DEPICTED AS 2X ARE 1-11YTHICKOR TABLE 2,SHEET2. 1•THICKLG• GREATER.IXAND2X BUCXS(WKEN USSD)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOO BUCK OES(GN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. D 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSOREFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM . Q 13EADMGTOBEADING. FLANGE � • SkAMS LEGBOK WJ NO CFGES THIS SHEET. SHOWN FRAME SHOWN TIP,ANCHORTIPE. EFUO .*= EMBECoaDMANO L . `(�► EDGE DISTANCE PER INSTALLATION INSTALLATION G'7 4 U SUSSTRATE,SE E OPTION 4 OPTION 4 TABLE 2,SHEET 2. EQUAL- ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL L.EGBOX FRAME -•1/4•MAX.SHIMSHOWN .�'� • FRAME 1070 TECHNOLOGY DRIVE 1 N.VENICE,FL 34276 - No.98705 (941 W04600 T� *' . ' �' EMBEDMENT t•ppyRIGHT020t1 L'GT INDLLSTIeF$ING `� G'ERT.OFAUTH.1I29296 AI.LRI6N1'SI :Q'• � •(VW� INSTALLATION � VISIBLE LIGHT FORMULAS %'t'•'• n o OPTION2 '• YJIDTH BuOxVnDTH-BSIa• VINYLr-DmDCASEMENTVVINDOWNOA(LM) 9/WI4 . LS' ' •••.•• "NCI EDGEDISTANCE HEIGHT:BUCKHEIGHi-8-a ~ /.I/I ANCHORED THROUGH �FLANGE&EOUAL-LF-CaOX FRAMES J ROSOWSKI 1 FRAME DIRECTLY INTO VERTICAL SECTION B-B ; II IS LYNN bN.L,ER,pp T�CAO ;PW-6540 NTS 3 OF 13 = MD-5540.0 B p,E�y . i d i . , i t INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 114'MAX.SHUA HOREO THROUGH ANCHORED THROUGH INTEGRAL FIN 1!4'MAX SHIM ANC INSTALLATION OPTION EMBEDMENT FRAMETNT02XWOOD INTO,2X WOOD FRAME ORSUCKSTRIP. EDGE DISTANCE ANCHORED THROUGH Fnnm _ FRAME OR SUCKSTRIP.SEE SEE NOTE 2,THIS SHEET. INTEGRAL FIN INTO 2X WOOD r EMBEDMENT ►• 1 TI NOTE 2,THIS SHEET. FRAME OR SUCKSTRIP.SEE _L NOTE 2.THIS SHEET. EDGE DISTANCE EDGE 1 3 DISTANCE J-CHANNEL 0 FRAME 11 1•THICK 1.0. SHOWN O 1/4'MAX.SHIM T EMBEDMENT TYPI, NT o Q t� EMMBEDBED MEENT T TYP.ANCHORTWf EMBEDMENT ANDEDGE AND EDGE DISTANCE PER DISTANCE PER n WILSSUBSHOWN)ATE SEE TABLE 3.SHEET SEE TABLE 2. o INTEGRAL EMBEDNENrMDEDGE 11 (NHL SHOWY) SHEET2 7/S'THIGK LO. FIN DISTANCE PER SUBSTRATE, I(JI LSEE TABLE 3,SHEET 2. JkCHANNEL E%TER10 VISIBLELIGHTWIDTH 7 SHOWN (NHL SHOWN) B O 5 FRAME I1_ NOTES: SHOWN BucKvwDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2&3.SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION.FBC COMPLtANTALUMINUMSTEEL FRAMING OR STEEL STUD. PRODUCT RWMD BE USED ON ANY SIDE OFTHE WWDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET2. a eolag Cooddmahrlage Vdth the Flotlda tulld 47-0814.06 7B•THICKLG. 2)MASONRY ANCHORS MAY BE USED INTO WOOD NOA-No. AS PER TABLE 2.SHEET 2.ALL WOOD BUGS LESS LlaptraHoa Data 0912AJ2020 BUCKVISIBLE THAN 1-11Y THICK ARE TO BE CONSIDERED IX LIGHT INSTALLATIONS.IX WOOD SLICKS ARE OPTIONAL MAX.SHIM SW 1/4 MAX. BY HEIGHT HEIGHT IF UNIT 18 INSTALLED DIRECTLY TOSUBSTRATE 1/4' SW(GS),SEE �` SHIM WOOD SUCKS DEPICTED AS DC ARE 1.1R'THICK TABLES 2&3, TTWCKI.Q OR GREATER IX AND 2X SUCKS(WHEN USED) SHEETZ SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE Q RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3)VISIBLE LIGHT T WIDTH WIOTFi OR HEIGHT(ALSO h REFERRED TO AS DAYLIGHT OPENNG)IS FIN AND10R ILJI MEASURED FROM BEADNGTO WADING. - FLANGE MAYBE NO CHANGES THIS.SHEET. REMOVED N•F)ELO 3 INTEORALFW o EXTERIOR 5 n FRAME SHOWN ILJI INSTALLATION OPTION 7 INSTALLATION OPTION 6 INSTALLATION THROUGH THE INTEGRAL FIN. INSTALLATION THROUGH THE FRAME. 1 L I I I I r l�r r INTEGRAL INTO METAL,SEE TABLE 3,SHEET2 INTO METAL,SEE TABLE 2,MEET 2 FRAME U SHIM � .�NYy,�i SHOWN o 1070TECHNOLOGY DRIVE `. 1,.:vN •,!! N.VENICE,FL 34275 INSTALLATION ANDIST T FORMULAS (941}480'1600 =*; No.b8705 VISIBLE LIGH OPTION 5 WIDTH:BUCK WIDTH-8.3/4• ® CDPYRIGHT07D17 POT IIOUSIR E9.R1C =O b q p 1 f ANG1oR®THROUGH HEIGHT:BUCK HEMT.6314' CERT.of AUTH.#2928e Au RIOHrSt�sERvm �?JO; t�7 7 ` INTEGRAL FIN INTO 2X - �••• WOOD FRAME OR `� VINYL FIXED CASEMENT WINDOW NOA(LM) 9/9H4 '.,�FS••...........toRON �C-) gUCKSTRv.SEENOTE2, -'•I EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT '�i THIssHEET. AND EDGE DISTANCE PER J-CHANNEL&INTEGRAL FIN FRAMES m J ROSOWSKI irrTt NA4TTT�. VERTICAL SECTION D-D SUBSTRATE.SEE TABLE 3,SHEET 2 Q ALYNNMILLMRE (SCREW SHOWN) x PW-5540 NTS 4 OF 13 8 z MD-5540.0 $ p,E.yeeros -0 Z., 1: L.V:m 7-L z oz LK t ILLUSTRATION OF FIXED CASEMENT- ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT(X!X/O) TO-FIXED CASEMENT(OO) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) 5540 SERIES (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) AWNING A--63'MAX FOR FCCED CASEMENT WINDOW AZNDIVIDUAL QIDMDUAy A=40`MOLFORCASEktENT B)COMBINED (SILL) Sir COMPONENTS: 5540 SERIES FD(ED CASEMENT COMPONENTS:. A' MAIL FOR AWNING COMPONENTS: VERTICAL SHALLOW,FLUSH CAP FRAME ASSEMBLY TU13EIMULL 5640 SERIES AWNING —l' SOW SECTIONRF FRAME ASSEMBLY WINDOV �/� A ANCHOR TLBFJMULL 5540 SERIES FIXED CASEMENT I— 'rMAX ' or FTHAL¢ /� y MIN.#O.C.T ROUGH CAS SERIES ASSEMBLY / L tT MAX O.C.THROUGH CASEMENT N - Frt- \ LATION HOLM. WINDOW rMAX INST SEE WINDOWS (BEAD) APPROVALFOR Fes•- ANCHOR WFO. MAXIMUM DESIGN 5540 SERIES 127-1/4`MAX. 12T.iw MAX. USING THE FRAME WINDOW / /\ ADDITIONAL MULLfON ASSEMBLY TUBEJMULI.. // ANCHOR SEE NOTE 3, SEE NOTE Z r.�' / ��/ THIS SHEET +1-70.0 PSF, EXTERIOR 1 FRAME rj ASSEMBLY v BI COMBINED TUBE'MUL� �� a�-- / WINDOW (SILL)CASEMENT COMPONENTS: B•MAX,SEE NOTE 3.THIS SHEET / WINDOW(SILL) /� / 4•M ADOMONAL MULLION ANCHOR 6640SERIES / �/ CAI, PRODUCT REVISED d'MAK ---►� SEE NOTE 3,THIS SHEET FOtFO CASEMENT / G.G e� w�� WINDOW / VMAX, NOJ4N�a 77-081q.06 WINDOW SEE NOTE 3. d2 ANCHOR THIS SHEET lxpliatlon oats09l?A020 CINDER SEPARATE APPROVAL FRAME ASSEMBLY or A E A TUBEIMULL NO uct 63'MAX. S 10 X 3/4'SMS®1 FRAME ASSEMBLYTU13FJMULL NOTES,ALSO SEE NETT SHEET_ MI N. T MAX O.C. THROUGH INSTALLATION HOLES,SEE 1)DRAWiNGSSMOWNONTHISSHEETAREM(AMPLECONFKBURATIONSFORALLFRAMETYPES. WINDOWS APPROVAL FOR ANCHOR INFO. ADDTIONAL CONFIGURATIONS BASED ON WNDOW SITE,TYPE,SHAPE,QUAIYRIYAND FRAME SHALLOW. ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 550 SERIES FLUSH +r-- 127.1/4'MAX, 2)ANY 5540-BERIES CASEMENT(UNDER SEPARATE APPROVAL.).AWNING(UNDERSEPARATE FIXE Wv OW Qi CASEMENT CAP APPROVAL)OR FMD CASEMENT WINDOW MAY BE ATTACHED TOTHE FRAMEASSENISLY � W(HEAD) TUSEOULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALLNINDOIWS CI HOR¢ONTAL IN THE ASSEMBLY,USE EACH WINDOWS iND1VI0UAL APPROVAL FOR ANWORAOE,SIZE AND NO CHAN(+ES THIS SHEET. 9ECilONE-E: DESIGN PRESSURE(IMVTATIONS,THE LOWEST DESIGN PRESSURE OFTHE WINDOWSOR SHALLOW.FLUSH CAP FRAME ASSEIMBLYTUBEtMULL APPLIES TO THE ENIREASSEMBLY. 6540 SERIES 5540 SERIES 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE FIXED CASEMENT C�Errr INSTALLED THROUGH THE WINDOW FRAMES.AS SHOWN ON THIS SHEET.ON EACH SIDE OF WINDOW VWNOt7Wf THE FRAME ASSEMBLY TUBEANULL WHEN USING FLANGE OR EQUAL-LEGBOX FRAMES.FOR FIN OR J*W4EL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN 1 I LI `tltt. 4)FORONSH re. tOTO TECHNOLOGY DRIVE ���`� ONY LY1yH ii� 4)FOR FLANGE OR EQUAt:-.ELYBOX FRAMES.THE FRAME ASSEMBLY TUBE TO BE FASTENED 7OWINOOW,ASSHOWNINDETAY.S.VATHMRN.*IOX3J4•SHEE:rWETALSCREMUSETHE N.VENICE.FL34275 Qr FRAME ASSEMBLYTUBF�1rM1. N5N.810X3/4'SM9®1T• SAMESPACINGANDQUANTITYASTHEWINDOWW5fALIATMANCHORSVNENINTHAT i- PRODUCTS APPROVAL,UP T01T MAX.O.Q.ADO ADDITIONAL ANCHORS AS NEEDED.THE _ (941}GBO.1H00 =1k �•68705 MAXO.C.THR000H �EASSEMBLYTU13EISNOTREQUIREDTOBE CUPPED TO THE SUBSTRATE.ALL WOBRIOR DEEP.FLUSH CAP INSTALLATION HOLES.SEE JOINTS TO BE SEALED BY k4STALLER. _\ , EXTERIOR WINDOWS APPROVAL FOR CppY1a0ALL UG PDTSERV90 E9.INC. SEESHEET 6 FOR FRAME ('1 pypR PLED. CER7.OF AVRL lF2B28B ALLwaRS RESERv� �Q .• Sal ASSEMBLY TUBE/MULLION V 5)THE FRAME ASSEMBLYTUBEVULL MAY NOT EXCEED Or IN LENGTH OR BE USED N TEE OR DETAILS CROSS CONFIGUMMONS.TWOXMACENT WINV NOOWSMAYNOTOWEEDATOTAL�12741r y(NYL FlXED CASEMENT WINDOW NOA(LM)0 9�114 �.,t�S'•! ogtD?.: IN WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK,JNCLUDING THE FRAMIE �'�S�QlVAI. ASSEMBLY TUSEAWULL tJWOTH. ` FRAME ASSEMBLY TUBEDETAILSA JROSOWW ll+l/IIIllllttt m PW-5540 NTS 5 OF 13 g MO 5540.0 a B ^L"5 M P.a. f viol 9 01"1 A ?1:' oil nod, its son nL Qo - -4 0 2 W 0 ago E a 1 a I A Asa. VON ANY 110 that j Rhan lot c YS lot; 000 ARK Vol ony "p Toy Zia 6 Un AM! Ott 14040 : M 0 1 V A" HIS I f US Q;4 1 Vol 41 1 0, Oil; pit; 01, EXAMPLE CONFlGURATIDNS WHEN USING THE FRAME ASSEMBLYTUBEMIUU_FOR ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES __ TEES,cRossesoRMULLIO UNDERIES EPARATHAPPROVAN 4 s usE«IPPED,1uBE MULLION UNDER SEPARATE:APPROVAL END CAP TO SPAN BOTH INSTALL t t ADDITIONAL GROUP E T 27-IN MAX WINDOWANCHOR WINDOWS,SfJ1L WITH ANCHORSTHROUGH THE END CAP OR --«� 127-1/4-MAX I�67 MAX SEE NOTE 2,SHEETS SILICONE. 7 ADDITIONAL GROUP F ANCHOR& 0 • •o • • • •o• • ----------- LE� MAX V � ''"�• I12T•1/4' FleD 1[,� E�- L MAX —�( 127.114'MAX 2ORMOREWINDOWSWITH V[3tTICAL Potm 127-thl' FRAME ASSEMBLY TUSEIMULL MAX. (4WPIDOWSMAX) 26S$I4' 1.1/ FtKED MAX. 4' EXTERIOR r-- '22-1/4'MAX - 'MAX or —j 71/ MAX. 20RMOIIT HORIZONTAL T L FRAME/AM~ C&S ) HT /AVW ASSEMBLY TUBEIMIRL. �— 727-1lPMAX �— 25S W4'MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME PRODUCT REVISED 91DE [W ASSEMBLY TUBEMUU-VARIOUS WINDOW Odldlo°mnlstr�n wllh fh°t+bAda TYPES AND SIZES(4 WINDOWS MAX) NOA-Ma. 174M14.08 A--Or MAX FOR FIXED CASEMENT GmImuR Dat*09/24/2020 A-4(f MAX FOR CASEMENT FRAME ASSEMYTUSSMIILL A+6V MAX FOR AWNING NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRONT MEW 1)APPLIES TO FIN OR JZHANNEL FRAMES. FRAME ASSEMBLY TUBE NOTE: I� A P u I 'UNDER 2)REQUBiED AT HFJIOER/&ILL OR JAMBS TO SEAL THE END Of THE FRAME ASSEMBLYTUBE REFER TO SHEET 5 FOR THROUGH•FRAME Aim y�-• 1't SEPARATE ANCHORAGEANDTHISSHEET G\SE L APPROVAL 3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET S. FOR NAIL FIN ANCHORAGE DETAILS TYP.AT ALL FRAME ASSEMBLYTLIBE ENDS � 4)END CAP MAY REQUIRE INFIELD TRIMMING.STANDARD LENGTH IS 14'. ROTH HORIZONTAL AN VERTICAL 127-11r 255.3(4• MAX MAX. 1 MAX � �' NO CHANGES THIS SHEET. 126TP / A 2 OR MORE WINDOWS(4 WINDOWS AWL)WITH 1.674• 1I 3Y1' —`� �— REMOVEFOR HORIZONTAL FRAME ASSEMBLY TUBFIMULL 1.874-+-I� �1 T FINAPPLICATIONIS VARIOUS WINDOW TYPES AND SIZES. ,1,i{11111/ ar7• T .�`� �1Y LYNhIA�''ii .loop 3�. ��77B' �� 1 I— 1070 TECHNOLOGY DRIVE •060' I 1 J 0 N.VENICE,FL 34275 DEEP (941)-480-1600 = No.W705 O EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. O RV FRAME ASSEMBLY TUBE ® CDPYWWi7m 2017 F'6T 1NDU5TRIE&wG r END CAP.PVC CURT.OF A! tM28286 ALL RIBHT3 RESEED t ....�` eo i v vnL M 5 4 VINYL FIXED CASEMENT WINDOW NOA(LM) 9014 :,'IFS;•,�toatop,:'�C�,` FRAME ASSEMBLY TUBE DETAILS B I J ROSOWSIQ It PW 5540 y NTS y 6 OF 13 TO z° MD-5540.0 B. A LYNN MILLM P.E. P.ER 58705 _� 7 r ',_ �' y� ., I . - � - � � � •/ ` _ i � i7; '1 : i. , ' ,� .. , � I, _ - _ _ ' , i - - - - � 1 � i _. r - - ., i i _ � � l t ;� - ._ _. i. � — .. _ . - ; ., - ' - - •'' ' ` .. .. � - - 1•._ : �t, � � .. ` � � ' ' 1 ', _.. -_ - --•- - i - '1.' i :{ - � i� �, �: 1 - _ !:,' I � 1'- I 1� � ` ' ., i . __ - � � � t� � � _, 1� tr' jj i 1 11 - _' _• 1 .. � - .' .1 L: _ .. _. l ._ - - _.. _. i1�i.. ' �. e - -` -_ - -- j �. � 4s; ; 1 S - .k - - �_ _ _... - � j ' � II � 'I ;7y I(� ' i d 1. ` C i'. � •- .i I i+ j _ I � � i I� � - _ � .,i r -. �� I{ - �i _ e,. i- 1 i} PRODucr REvlsED u�amp I with dM Prutida . �{ 718'NOM. (+- 7/8"NOM. -- -- --.•{ 7/8"NOM. �+- -+{ 7/r NOM. NOA-lib, 17-0614.0B eaWratloe Date 09/24/2020 5/16"A/A PVB 5/16'A/A PVB 5H6"A/A PVB 6/16"A/A PVB 7/16"AIR SPACE 7/16"AIR SPACE 3/8"A1R SPACE 3/8"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16'T GLASS aEXOR� a RIOR a ERI EXTOR LASS a FXiERI�t 8�83 80433 86.83 BP83 GLASS TYPE 7 G TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET. 1•NOM. +{ 1•NOM. 1"NONK 1"NOM. < V1 ,any 7/16"A/A PVB 7/16"A/A PVB 7/16'AIA PVB 7/18"A/A XPACE rn 7/16°AIR SPACE 3!8'AIR SPACE U.A(R SPACE 3/8•AIR S 1/8"T GLASS 311W A GLASS 3/18"T GLASS 3/16"A pa�I IDR G3 EEX EXJO pzLL ^ Q �a �UU i3 ®ip z �+ { z Z c,a 0p � 9 v GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 _z_. � Is- 0 Z ti LU I-qs �+1` M. 1'NOM. }�- T NONL ® U a W UY NOM.GLASS D wa 7/18"NA SG 7/16"H/Ft SG 7/16'HIH SG aD 83 BITE TYP. v O 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 6 7 Q 74 z 3/16"T GLASS 1/8"T GLASS—, 3/i6'T GLASS C]EKMRIOR Gj FXTERI <EXTERIOR78 80.83 80.83 ````11 t I t t I 1 H ry ll,' Bo e3 EXTERIOR cuuJNG NOTES GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 Mo.58705 ' 'A•=ANNEALED �f *- 'H"=HEAT STRENGTHENED o -'G 4 'N=TEMPERED �Y +I "PVB'-.0WTROSIFOL®PVB •°•' .• �p � •�W: ' BY KURAFLiYAMERlCA•INC. GLASS TYPES 14 THROUGH GLASS TYPES 7.9.12,d 14 °• • 'O'n:•' STA 'SG'=.099•SENTRMtAS D INTFRLAYER BY KURARAY �J-0WINNEL OR INIEGRILL f Y NOT BE fISE01N THE •• ��i��IC S' .. ORION."# AMERICA.INC. O FlN FRAME9 • HVHZAeOVEaa. TYR GLAZING DETAIL /OVAL EN.�`• �'l/urulul� 1)FOR LAMINATED GLAZING COMPONENTS.SEETABLE 1,SHEET 2. A LYNN MILLER ER RE P.E.p 68705 ! r� j Si a' PRODUCT REVISED TABLE4: - - - - v wlth the FI*Me Wmdow Design Pressure,(+1-psQ + 7 Noaro� 17-OM4.00 iff A Cap-Airspace-5/16•A/Awith P1B Typo PRpiraelon Date 08/24M2020 � Long Side(M) TABLE DIMENSIONS MAYBE Dw*"I lw 61.06 64 1 66 68 f 62 64 1 68 72 76 80 B4 87 HORIZONTALLYENTDVERTICALLY ON °O i8 -thm +1-w +1.50 +/-00 +/-50 +/-60 +1.60 +/SD +/-60 +1-50 +/-60 +Aw t Control 20 +/•60 +1-50 +/-60 +ISO +1-w +f-w +/.W 41-50 +f-w +/-60 +1-50 41-50 LONG 22 +/-60 +/•60 +I.60 +160 +1-w +1-60 41-80 +1•60 +/.60 +I-SO +/-60 +w LONG SIDE SIDE 24 41-80 +/•6o +f-56 +/-60 +1.60 +/-60 41-M +1-80 +/-GD +1•80 +1-60 +1-w 26 +1•W +/-w +/-60 +1-00 +/-00 +1-60 +/•60 +180 W-m +1-60 +1-60 +/•60 28 41-50 +/-60 +1-50 +f$0 +ISO +/-60 +1-w +1-5041-w +1-50 +/-50 +1.50 SHORT 30 050 +/-0D +/-0O +/d0 +F60 W-60 W-60 +1.60 0-S0 +/•60 +l$0 L _..I S� 32 +/$D +/•b0 +/•60 +!w +/•60 4140 W-50 +1-60 +ISO +bw NO CI ANGES THIS SHEET. Ted 34 41-M +w +1-60 +ISO +1-00 +I w +150 +1.60 +/.50 = w +/-w •FF60 +/-6O 41-M +/•60 +/-w +J-00 +1.60 LONG SIDE , 38 +1-0D +l-0o +160 +/-60 +1-00 +1-00 +/-60 �-- 40 +ISO +/S0 +I60 41-M +1.60 +/SO 42 +/60 +1.60 +/SO +/-w +1-m MAXO.CSPAONGIFANU=INGi MAX 0.CSPAUNGIFAKNORWG SHOKr SIDE d LONG 44 +/•60 +1-60 +/-00 +t•60 THIOUGHTIEFRAMEPER9MI S3a4 THROUGHMINIEGRAL FIN IS SHW4 Y SIDE 0] 46 +/-00 +/-00 +1-60 APPUESTOAB,CORDANCHORS APPUESTO FOR F ANCHORS 46 +160 060 (SEETABIP2) (SETABUE3) 0 as 0fq o 81.05 41-5015� 4' IC-4 •Io0 O „� SHORT 99 g —2 - SIDE 0il O S LLj R O TABLE 5: UU eE Z Window Design PFesum,(+I-psi W2 30 o 11VTCep-Airspace-5116"A1A with PVB r•rTyPe 8 o Z z y W Yldow Long Stile Qn) 3 LU tL O DimerisW 80.926 64 66 68 70 74 77 80 84 67 92 97 99 tq a0 32 4/-ISO +/-60 +ISO +/-60 +/•60 +/-60 +/-6O +1.0 +/•S0 M SO +/SO +/S0 +/-60 W lwws 34 +/60 +/S0 +/-00 080 +1-00 +/-SO +/-a0 +/.a +I-w +/•60 +140 +1.47.3 +/-06.7 � N � 36 +1•aO +/•60 ow +1$0 +/450 +/-w 41-80 W-60 +ISO +1-60 +f-07.6 +145.4 +/.44.6 ¢U z 38 +/•80 +/-60 060 +f•60 41-50 +/-60 +1.60 060 +/-W +1.49.1 +/•46.1 +/-03.9 40 Q-60 4/-SO Q-80 1 +150 +I60 W-60 +/-5D W-0 +/-80 0482 o_ s 42 +/60 +/-60 +F60 +h50 +/450 +/-60 +/-6p +/40 +/-09,8 +/-47.4 0 44 +/-a +1-6D +/-60 +1-60 +/-00 +/160 41-80 +140 #148.9 h m 46 +/-00 +/40 +ISO +F60 +/40 +/SO +/-50 +li9.9 p > a 48 +1-00 +/-00 +ISO +Am +/40 +1.60 +/-w ,n,L •„� , t0 50 4140 4/-00 41-80 +/•80 +/-0O +/-50 62 41-W +1-w +ISO +1-E0 +/60 MAX O.C.SPACING IF ANCHORING MAX O.G SPACING IFANCHORING 64 4/40 M80 +f-00 +!-0D THROUGHTHEMAJa ERSHEET53A4 TNROUGHTHEINMaRALRN PERSHEET4 68 +140 41-M +/-50 APPUESTOAB,COEDANCHORS APPUESTOEORFANCHORT 7)BUtaC DIMENSIONS SHOWN. (SEETAME3) (SEETABLE3) 'Tk N0.6870fi 68 +/$0 M•60 2)FOR SITES NOT SHOWN,ROUND UP TO THE 14 35'FOR EANCHORS,4'FOR FANCHORS NEXTAVMABLE SHORT ORLQNa01MENSION. 60926 ON --p i 3)FORARCH(TECTURAL WINDOWS(SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW S0'H IN .p'. STATE TMETABLE(5)A13OVEWHICH THE ARCt9TECTURAL %�`s''•:°<OR{DA..•' �C��: WINDOW WILL COMPLETELY FIT VMIN, S�ONAL F.NG``` 11111110 A LYNN MILLER.P.E. ' P.EJ16870e I i , E 1 P ! t 73 FIT 1 004: 1 I vA r AS! 14-4 {' TABLE G PRODUCT REVISED as Window n Pressure,(+1- u5em�Dote compNino With eta Florida3/16"A Ca -Airspace-5116"AlA with PVB ry tiasv 8&10 NZAA10. 17-0614.06 31 6"T Ca -AJmpace-5/16"A!A with PVB EVIratlon Daft 24/2020 TABLE DHriENSICPIS MAYBE V*Mlcw Lo v&&(kl) ORIENTED VERTICALLY OR N 011nemim4 emms 64 SS S8 70 74 77 80 84 67 92 87 89 HORIZONTALLYAS SHOWN. Isal 32 +1-60 +/-w 41w +J.w +/SO +/•GU +1b0 +/.60 +1-w +/-60 +1-50 +/-® 41-60 LONG 34 +1•60 +460 +/-60 0-60 +/-60 44-M 4140 +/-60 +1.60 +/-60 +/-w +1-w +ISO SIDE F-- LONG SIDE 38 +1-60 4-60 +150 +/•FA +1-60 +/•60 +/•60 +1.60 +l•60 +/-50 +1-50 +1-b0 +ICU -�— 3a 41�0 +M *Am +f-60 +/-0 41.60 4/-60 41-w +!•W +1-M 4150 Q-D 40 +(60 +160 +16D +!60 +/�i0 +l bU +!fi0 +l bfl +h60 +/-60 4/-60 SHORTE:�� SIDE 42 +1.60 +/-w +F-w +/-60 +1-60 +/a 41-M +/50 +/•80 +1.6D SHORT 44 +1-60 +/-60 +l A +150 +1-w +/-W +/50 +/-60 +/a SIDE NO CHANGES THIS SHEET, 48 4440 +1-60 +h60 +/f0 +1-60 +/-w Q-SD +h60 48 +/a0 +!$0 +J 60 4160 +/50 +/6D +/�D �---LONO SIDE —+`{ 60 +1.60 +f-w +1•w +1-60 0-60 +bw 62 +1.60 +/a +1-60 +1-0 41-60 MAX O.C.SPACING IFANUMNG MAX OX-SPACIRGIFANCIWRING 64 +/.60 +/-w 460 +/-6D THROUGH7FIEFRAMEPERSmEm3&4 7MUGHTNENi MGMFINPERSHMT4 SHORT LONG 68 +/-w wa +1.60 APPLIES TOA.%CORDANCHORS APPUESTO FOR F ANCHORS SIDE `gam 0] 68 +1-w +/-0 (SEETABIE2) ISEETABLE3) 60.928 0-60 � 3b`FOREANCIi0R5,4`FORFANCHORS Q O N na0 O c • � 3ri0R7 � O� � � � � TABLE7: 81De Z LL p a Window Design Pressure,(+I-psf) D'°INsnele ou d o z IV TCap-Airspace-711W A/A with PVB rorGmro 11 Wft1d w L0n0 SIde pn) Typa W O ax D93 imalslons 60.926P.17 68 66 70 71 77 80 84 87 82 97 99 32 4/-70 +h70 +/-70 +170 +/70 +1.70 +170 4/-70 +/-70 4h70 +/70 +J-7D H�- 34 +1.70 +170 +h70 +/70 +1.70 +1-70 4170 +/70 +/-70 41-70 +/70 41.70 Z O 38 +/70 +1-70 +h70 4/7D +1-70 +h70 +/70 +/-70 +/70 +h70 M70 +/7D W ads 38 4/70 +/-70 4h70 4!70 +/-70 ♦h70 +170 +/•70 +/--70 41-70 +/70 WK40 +f70 +h70 +/-70 4170 +/•70 +h70 +/70 W-70 Q-70 +h70 t!) z42 +/•70 070 +1-70 4170 +h70 +/-70 +/-70 W-70 +h70 raj s 14 +170 +/•70 +1-70 +1-70 +170 +170 +/70 +170 M-7D o a302 s go46 +170 -070 +1-70 +h70 41-70 +170 +1-70 41-70 u• Z �S rs48 +r70 0-70 +P70 +h7o +l70 +/ao 4h7D z to 60 41-70 +/-7D +1-70 +h70 +/70 41.70 5 p 62 +I70 41-70 +1.70 +h70 4/•70 MAIL O.0 SPACINGIFANCHORING MAX.aGSPAONGff ANCHCJNNG a1P1 nsp t928] +/70 +1-70 +1.70 +170 THROGH THE FRAME PERSHEM 3&4 THROUGH THEINNGRAL RN PERSHEET4 `, /+170 +1-70 +17o APPLIES To 9.coa DANUIDac APPUFS TO FANoroRs ♦♦` YLY/yN '�,��+1-70 +/-70 (SFETABLE2) (SFETASlE3) NOTES ♦ � IjJ/ ,60 +14 155` 4' •1)BUCK DIMENSIONS SHOWN. PtL;•''•l10ENgF•.,(l �' • 2)FORSrZES NOTSHOWN,ROUND UPTO THE `T(•: Na Ba7W NEXTAVARABLESHORTORLONGDIME:NSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). 7,3•C' 6 (7z-;' 7 FIND THE SMALLEST SQUARE WINDOW MM IN O /C/. THE TASLE(S)ABOVE WHICH THE ARCHITECTURAL ice•''. p 44� WINDOW WILL COMPLETELY FIT WITIN H . i��s '••tORIDP,.•'G\=`� 01VAL P— A.LYNN MLLM M P.Ef SSM Oil - 'ITA 12h � 05110;j all IS LjY 2 lop M 54 P '2251)-ME Ow inns ASK "02 not am Pic 1 c [10 TABLE It. PRODUCT REVISED Window Design Pressure,W-psO U this r�Ie Bw`ea a Codewlth the Florida 3/16°A Cap-Airspace-7116"A/A0hPVB I rm Gimi2 NoA.N& 17-0614.06 TYa� yV Low Sy4(in) �Gatioe Date09124/2020 DRnensbre �,648 it 73 78 78 80 88 SS 89 92 95 SS TABLE DONENSIONS MAY BE ORIENTED VERTICALLY OR 32 +1-70 +1-70 +1-0 +l-0 +1.0 4170 +h0 +/-0 +1.70 .+1-70 +170 +1-70 HORIZONTALLY AS SHOW 34 +f70 +1-70 +/-70 +/-70 +/•0 +1-0 +00 +770 +170 41.0 +1-70 +/•70 LONG 20 +f70 +1-70 +1.0 +170 W-70 +1-0 +1-70 +/40 +/70 +/70 +/•70 +1-70 SIDE 38 00 +1-70 +/-70 +1-70 +1-70 0-0 +/-70 +/-70 +/70 +/-0 0-70 +1-70 �- LONG BIDE ,d 40 +1-70 +1--70 +1-70 +1.70 W." +/-0 +f70 +/-0 +1.70 +/-0 +1-70 +170 r 1� 42 +1-0 +h0 +1-70 +l•70 +170 +/-0 +1-70 +170 +/-70 +/-0 +/59 8 +l 7 SIDE 44 00 +1-70 +b70 +170 +1-0 4170 +/70 +/-0 +1-0 +pm8 +/."4 +1-63,7 SHOD 46 -Ef0 +1-70 +f70 +WO +l-0 +/-0 +/-70 0--70 W-as 067.4 +/-63.9 3f61,7 81� a 48 +1-0 +f70 +1-0 +/-70 +l•70 +40 +l-0 +170 +/-6718 +PIA3 +1.61.9 +/.68.7 NO CHANGES THIS SHEET. _$ 60 +h70 +)0' +/-0 +/-0 +1-70 +1-0 +/.%0 04116 +/-86.8 +/•63.4 N•89,9 82 +f70 +)0 +1.0 +1-70 +1-0 W-0 +!"s11a +r•S69 +/&1.2 +1-61.6 r- LONGSVE y 54 +1-70 +1-70 +1-0 +/70 Q-0 +/70 +I-M2 +/833 +/.as T 66 +1.70 +1-70 +/-0 +1-70 +1-70 +/-= +1.64.7 +/.63.5 SHORT 67 +f0 +1-70 +1-70 +1-70 +/-me +1.68.1 +/-64 SIDE SIDE � m 60 +1-70 th0 t1-0 +/E9.7 +/•87 +/•68.3 _ r U) mg MAX,OX-SPACINGIFANOWING MAX.O.GSPACINGIFANOiORIN(i Ln O 62 i/70 +b0 +/-a9 +167.9 +1 Sd2 THROUGHTHIFRAMEPERSNEET5364 THROUGHTHERDEGRALFINPERSHEm G 64 +/-70 +1.70 +1-sa3 +/"66.3 66 +1-69.8 +1i8.9 41-66.7 APPUEST08,CORDANCHORS APPLIES TO FANCHORS 0 N 68 +1$8.4 +1�7A tSEETAME2) (5EETABIE3) SHORT9 DE JO J 69.60 UWVT¢ ® Z TABLE 9. F Z e"�' ? ? 'cN Window Dwtgn Pressure,(4-pso �;m n 0 0 O 3116'T Cap-Airspace-7116"A/A with PVS TYPg 13 c 2E Z IL IL WbIdey/ LwV SideQn) F- m 0 Dimemlom 68.60 71 73 78 78 60 as 88 I 38 92 86 B9 rt ¢ o LU 32 +1-70 +1.70 +1-70 4170 +1-70 +1-0 +1-70 +1-7D +1-0 +1-0 +1-70 -0-0 N W I„ys 34 +140 0-70 +1-70 Q-10 +/•70 +/-70 +/-70 +4-0 4170 +/•70 +/-70 +LIO ® W j N 36 +1-0 +/--70 t1.70 +1.70 W-0 +/-70 +1-0 +170 +l-70 +1-70 +1--70 W-70 F 38 +1-70 +/-0 +1-0 -W-70 +1-70 +170 +1-0 +I70 +170 +/-0 +1-70 +/-70 i W IX ? 40 W--70 +1-0 +1-0 W-70 +1.0 +/-0 +1-0 W-70 41-70 +1-70 +1-70 +/-70 o x 0. o 42 +1-70070 +f70 +1-0 +1-70 +1-70 +1-70 +/-0 W-70 +/-0 +1-70 +1-70 U Z 44 +170 w--70 +/-0 +170 +1-70 +1-0 +1-0 +1-70 +/70 W-70 +1-7D +1-70 Q +f70 t1.0 +h0 +f70 W-0 +/-70 +/-70 +/-70 +!70 +1-70 +/-0 *as > O 6 48 +h0 +1-70 +1-0 +140 +1.0 .0-0 +b70 +f0 +1-0 +1-0 +/-668 +14i&3 gall, •�ma ea la 62 +1•-70 +f0 +f0 +170 +I70 +f0 +1-70 41.0 +1-0 +1.68.6 i y 84 +1-70 +1-70 +f70 +1-70 W-70 +1-70 +1-70 +/-70 +A a6 1)Bugc DIMENSIONS SHOWN. `� uCEN •••(!_ ,. 86 +1.0 +f70 +1-0 +1.70 +/70 +1-0 +1-70 +/-70 No.687OS 2)FOR SIZES NOT SHOWN,ROUND UPTOTHE *: 67 +!-0 +1•70 +1-70 +1-70 +1-70 +1-70 +1-0 NEXTAVAIIABLESHORTORLONODIMENSION. *- 60 +h0 +1-70 +f0 +1-70 +b70 +)-T0 MAX.04 SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS SEE SHEET2), A '• b 82 +f0 +1.70 +h0 +1-70 +1-70 ( S7AiE 64 +1-70 +/-0 +1-70 +1.70 THROUGHTHEFRAMEPERSI'M3&4 THROUGHTHEINTEM"FINPERSHM4 THEFIN TABLE(S) ABOV 714E SMALLESTE WHICHQUARE THE WINDOW URAL C(1` THE TABLE(S)ASOVE WHICH THE ARCHITECTURAL % 51-'•:ctORIOP,.•' Be +1.70 +f0 +160 APPUESTO%CORDANCHM APPUBMFANC14ORS WINDOW WILL COMPLE7ELYFTTWRHIN. �'%S�ONAL��G�`• 68 0-0 +h70 (SEETABLE2) (SEETABLE3) �/1/11111111�� 69.60 +4-70 ss'g 3.0 A LYNN MILLER,P.E. P.E.N S705 77, 7: 14 4 3 • .......... -- ----------- ............. TABLE 10 PRODUCT REVMD eoneplytrta With Me plod" Window Design Pressure,(+h P� �e c� 14 No",,Code 17-M L06 311("A Cap-Akspac6-7116"A/A w18r SG WR➢S1d�on) j sprytrattontiag09 2412Q20 p4nerrobro 849 71 T9 78 76 60 86 88 8996 997A9L6DlMENSWNSMAY9E N u Coe 32 +801410 +6W-110 +8W110 +BW110 +801-110 +801.11D +80/-110 +80/.110 +80/-110 +80/-110 +80/110 +801.110 NORIZONTALI-YASSHOWf�i. 34 +601-110 +601-110 +BOM10 +88(-110 +80/-11C +BOP-110 +8W-110 +9N 110 +ON110 +801-10.R.A +801108.3 +M407.5 _ LONG 86 +8W-110 +BW-110 +8W-110 48W-110 +BW-109.6 +8W108,6 +BW106A +801t05.5 48W106.6 +80/--104.7 +801--103.6 +8W102A SLOE 38 +BW109.7 +e0F1083 +BW107,8 +801.106.8 +BW106A +8W-104.6 +8W1027 +801.102A +M-101A +8W-10DA +801.89.4 +SW-98.7 r - LONGSiflE 40 +BW10&3 +801.106A +8W104A +801.103.3 +801101,9 +80/-101 +6W-99,1 +801.8&7 +W-97.7 +8W-96.8 4W-W,7 +80(S5 42 +80403.3 +aw•102.5 +801101.3 +8W1002 #W/-Ua +801-57.9 +80/A9.8 +8N•96.5 +60/-N.5 +8W-93.6 +801-MA +6WS0.7 SNORT 44 48W10D,7 +BWS8.8 +8N-88,6 +BN-97,6 +60196 +80F95 +8N•929 +80/•926 +801.91.8 +8W 90A +8N 87.1 +BN 84.7 SIDE 46 +8W48.4 +BW-97.6 +81Y-6.2 +BW96 4V4M4 +BW4)Z8 +8N•90.3 +8D/•89,9 +601-0.1 +601.86,8 +80/-83.1 +8"1.6 r- SHORT • NO CHANCES THIS SHEEP. 48 +W/-K3 48W9BA +BW 941 +801929 +8W-81.2 +8p/)M2 +8W86 +8W-67.6 +8W84,6 +W 826 +8W-80.2 +178.ti 50 +BW44.9 +8W-91S +8NS22 +3W-.9 +8Dl-89.2 +S018&2 +6W-%4 +BW-84,8 +801.82.4 +8W4n2 +/77.6 T e 62 +8W-W +W142 +BW4C6 +SW-09.2 +6W47.4 +BW4&4 +6W-83,3 +8N•816 t8W80.2 +178 I-- LONGSOE E � I 04 +8W-91.7 +BW-80,8 +80/-831 +801-87.7 +801.86.8 +801•847 +BW-81.3 +901-80,4 41-791 T 1 66 +60140.5 +BW49.4 480/-87.8 +801-06.4 +BW64.4 -+8W4M2 *1.78.3 +178,5 SHORT L LONG 57 +M,40 +8WA8 +8W-67.2 +8W86.6 +831-03.4 +BN-82 +/-7&4 WOE / SIDE BO +90187.2 +80146 +044 +8N-826 +80/-Ml +/-78.8 MA%,O.C.SPAONGIFANCNORING ?fA)L CSPACINGIFAN410PoNG K 62 +80144.5 *W-83,0 +8N421 +8W80.4 +1-78 p o THROl1GFITHE FRAME PERI+4'ETS 3&9 TNROtI@tTNENOEGRALFlN PFA SHEEr4 64 +80/429 +tlW-82 +80/40.f +/•7&4 �Imo.. Ix 66 +80/•81.1 +8W-60.1 +/-7&3 APPURTDB,COftDANpwts SHORT O Nst (SEETADIE3) NOTAPPNCAOIE C iRS3 TY T"14THROU611 -i. - !68 +179,3 +1-78.47 FAAY NOT 8E USED WITH 69.849 +117,7 +as. LORINSEGFsrH. Z�a QS FN FRAMES- s g TABLE 1i: lheOts NEle ru-zS aN Window Design Pressure,(44-pst) taOYss 3116"T Cap-Airspace-WWA/Awi18 SG > ?Z z y Wtrldoxr Long$1*p°) t` �tIf9DBE0ILL 77.78 78 --Si 83 68 87 91 94 1 96 99 104 107 111 z rJp O 1 38 +iw-i10 +8W-110 +80-110 +SOL1f0 +w-11D +88W10 +8W-110 +8W-110 +Sar110 +8W-110 +V-110 +811L110 +w-110 CHORGRrB MAX O.INGTH OUG w W 1 40 +BD1110 +8W-1f0 4W-110 +W-110 +W-i10 +8011D8,8 +6N-108.6 +0407.5 +BW-10&9 +8W10Eil 40.444.d 40-1"1 +W-1033 ANPERSH OOPS 7M FIORINGfRsHEE H Co w PETiSIfEET2 TIE FAAtJE PAt51lEE7'3 ® y � 42 +0-110 +WY•i09,8 +BN•108,8 +8W-1D7.9 +SW41037 +W-106.3 +0.104.8 +0103.8 +8W-l(a2 +804-1008 +8W47.7 +80188.4 +0-94.8 B,CORD 13.Y S V 44 +OW-i07.3 +0-10117 +SW-"5.7 +W-104.7 +0-10a4 Z1.103 +BN101,4 +5W-98.6 +04a7 +5WO/,1 +BW91.4 +8W-S13 48W4ER2 5 Q 48 + 1-102 +8011013 +eW400.3 48W-%2 +W.-97.3 +8W-98<2 +8d426 '+8W410.4 +=49.2 +WZL3 +W-"4 +W-SZ7 +8WS0.6 LL � arEgs ` 60 +8N-998 +BWB9.1 +ww8 I+8W9&9 +BW43.9 48W-90.1 +0-09.9 +SW-07.7 +W88.2 +BOI.843 +BW41.1 +17a3 +177 dS 61 +04868 +SW-BB +SWS&9 +8W-46.8 +804028 +8W-92 +SW-S&7 +8W80,4 +8W$6 +601.828 +1-79.8 4177.7 +/-76,3 g 54 +801416,1 •18W46.3 +8WS4 +a-921 +=-K4 +B AS +W-8S1 404M7 46W-01.1 +175.9 +h76.3 +1-73.2 +170.6 j p D. 68 i W94 +80/932 +8019i.6 +80150,1 48Wff2 +SW-S6.3 48 4828 48W-SO-2 4-78.6 +1-76.3 +/-7L6 +170.6 8 68 +80191.4 48W4D.8 +8W-08 +8W-87.6 +8W-86.7 +SW64,2 +8W-B0.8 4178 +1-79.3 +1.73.8 +170,2 `�t+ 61 +WWeT.8 +8W47 +8W86.3 +8W-B&O +SW81.2 48W80.6 +h77.3 +1-74.6 M728 +1.70.4 11% pN��'Y 63 +BN•86.6 +80/-64.6 BW+ 828 +86161.1 +178.8 +1-78 +1•748 +1-723 +1•70.8 O LICENSE•.!i 1)BLICKOWENSK)NSSHOWN. 64 4W.-4,4 404MS +8N-81.7 +1.80 +l77.6 41-78.8 +!•736 +/71.2 No,SB SB +SN-M2 48W-01.2 +178A +177,6 +/76 +/74.2 +1.71 2)FORSQESN0TSHOWN,ROUNDUPTOTHE NEXT AVAILABLE SHORT OR LONG DIMENSION. - Be +180 4/.79.1 +1.772 +1.76.4 *727 W-71.9 -9: (+} bVXO. SPACING*ANCH0PoNG MOLO.C.SPAOG NORI NGANCNG 3)FOR ARCHt1ECTURAL WINDOWS(SEE SHEET 2) 70 4/78 tl•71.1 +1-76 +/732 +/=1�1,6 L , ��p ` T •�� 72 +/78 1- ifWUSH11@FRAMBPERSM-M3A4 THROUGH THEWTEGUL FIN PER SHEET4 RM74SMALLFSTSQIJAREWINDMMM IN 7 +173 +•/•71,1 THETA8LE(S)ASMWHiCH1MARCHTfEcnAVl. �i���1•• OR10s`..'•C�� i 74 4- .1 +/•73 +1-71 APPLIES T 2ANCHORS NOTA4PlicAetE WINDOW WILL COMPLETELY FITWrWIN. 78 44 722 41.71.1 } 778 .070.6 �• A.LYNN MUE1,PE. � P.ERSm I� I ---- --- ---- ----------------- 17: PRODUCT RMSED TABLE 12: �T' o ea wHh VIA Florid• window Design Pressure,(+1-psfl useddGIM TABLE DIMENSIONS MAYBE . •17-0614.06 IVTCap-Airspace-7116'MwithSG Tory- 18 HOORIZOONTALVLYTAISSSHOWNN. EVIrauoo Dnt•09/24/2ot0 Wadw lag Sift Go) SIDE (Nmenslorm 60.926 84 66 S8 70 74 77 80 04 87 92 97 99 �— BY LONG SIDE FIN • '� 32 +801.110 480/-170 +SOF710 +Ba•110 +MIIO +801-110 4801-110 +Ba-710 +Ba-110 +MIIO +80%110 +801-110 +awla 34 +801-110 +801110 +801-110 +801-110 +Ba•110 +Milo +801A10 +8a-110 +801.110 +801-110 +801-110 {80/-110 +Milo 36 +Milo +801110 +801--110 48a•110 +801-110 +Ba-110 +Ba-110 +Ba-110 +80F110 +BOh110 +w-110 +Milo +8a•110 SHORTE 3E t8a•110 +MIIO +8a-110 +8a-710 +MIIO +Ba110 +80f-110 +ad-110 ,+8a-110 +80F110 +8w-170 +8a•110 SHORT 40 +601110• {801110 +8a-110 *Milo +801-110 +80/110 +8a-110 +BD1-110 +8a-110 +Ba-110 +801-110 � SIDE 42 +801-110 +8a•110 +8a-110 +801110 +8a•110 +80!-till +aa-110 +w-110 +801-110 +901110 • 44 4B0/--110 +aa-110 +a0F110 +801•110 +801-110 +801-110 4801-110 +MIIO +801110 T y 48 +9ph110 4wilo +801110 +801.110 +8a•110 +801-110 +8W-110 +80/-110 h+— LONGSiDE —� T NOd+ANGESTHISSHEET. So +sa-110 +80/-110 +8a•11a +801-110 +801110 +8a110 +80111O SHORT LONG 82 +Milo +80/--116 +801110 +MI10 +801.110 WY-Or-SPAONGIPANOi010NG MAXO.CSPACINGIFAN01ORINd SIDE P SIDE 64 +6a110 +8a-110 4B0M10 +001-110 THROL's 1Tlg FRAME PER SNEET5364 THROUGHTMEINiBGRALPW PBTSHEEf4 a8 +801.110 +801.110 +Ba710 APPUESTD4CORDANOMRS Be +8a•110 {801110 (SEETABLE2) NOTAPPLICABLE GLASS TYPES 14THROUGH ''•^�a 60.926 +8a 110 U 17 MAY NOT BE USED WITH SHORT J-CHANNEL OR INTEGRAL SIDE •FIN FRAMES. }r "M O g TABLE 13: O9 r4 Window Design Pressure,(44L psq Use cu O i7 Z lL 3116"T Cap-Ah"ce-7116"HM with SG Type: Window Lola Side(In) U{UL11_U a o f Z Dimensions 77.78 70 81 63 86 87 91 94 96 99 104 107 111 118 120 128 136 144 F Z 1 n 0414 bN 38 +0a-110 +BOM10 +60/-110 +801110 +80/-110 +80hH0 +80h110 4801410 +a0%110 +8a11D +80�•110 +8a•110 +801-110 +SQUID +8W-!10 +801410 +60/110 +801-110 lQ.� � 0 W 40 +BW-110 +M ilo +801-110 +801110 +8a-110 +Ba-01D +Ba1110 +8a110 +801110 +W-1/0 +W410 +801-110 +Ba-110 +801-110 +801410 +Milo +a01-110 +MIIO -Z 'Z LL 42 +ewia +MIIO +6a-110 +8a-110 +801-110 +ea-110 +601--110 +W410 +801110 +601-110 +SW-110 +801110 +821-110 +8011/0 +Milo +aw-110 +801-110 +Ba-t!0 F3: O 44 +e01--110 +80111D +8a-110 +BOf-110 +Ba-110 +001-110 +601-110 +8a-110 +801-110 +801-110 +6a-110 +801110 +00/-110 +8ot-110 +w-710 +801110 +Sa-110 W 48 +Ba•110 +Bw--110 +8a110 +8a-1io +=-Ii0 +w1-110 +Milo +Milo +801110 +8w-110 tea-110 +8a•110 +Ba-110 +SO1-110 +w-1IO +8a1/10 60 1 +601-111) +80/--110 +8&110 +0-110 +80I.110 *SW-110 +aw-110 +6(14110 +ea•110 +80/-110 +801-110 +Milo +601-110 +80mio +80/•110 LU 61 +aa-110 +MIIO +wilo +801.110 +8a-110 +a/-110 +8a•110 +801-110 +w-110 +801-110 1 +Milo. +8a-110 +Bw-lIo +8o1110 R r) Z 64 +Milo +Milo +801110 +Milo +Milo +8a-110 +8 ilo +801d10 +801110 +801-110 +Milo +a0/110 +80/•170 0 l► a 66 +601410 +801110 +BW-110 +801.110 +BW-710 +80%110 +8a•110 +8 ilo +Milo +80/410 +M110 +wIIO a8 +Ba110 +a0111a +aomi0 +w-iio +0410 +001110 +801-110 +Milo +801-I10 +801-110 +ea-110 O z al +80/-11a +601 8a 110 + -11O +8a-11O +MIla +B1•110 +8a-1io +ea-110 +6a-110 +8o1110 z M 63 +eorlio +eoillo +ea110 +ea-Iio +aw-110 +Ba-11o, +sw-ito +ea-lto +gw-lio 5 o a e4 +Milo +e01i10 4M110 +aa-110 +Milo +ea-110 +801-110 +a01110 �71 6e +MIIO +801-110 +MIIO +8a•110 +8a110 +801-110 +801-110 69 e01-+801-110 + i10 +X1/-110 +80••110 +801110 +801-110 �� NY LYN 70 +8a•110 +801110 ++1a110 {Ba-110 {801-110 k"O.GSPAaNGIFANCIWRING MM.O,C•SPAONGIFANCHORING 72 +80l 110 +60/•110 +8a110 iBa 17D THROUGH THEME GH FRAME PERSHEEM 384 THROU THE INTEGRAL RN PER SHEET/ io F '•,� *;' No.58705 S. 74 +801110 +aa-110 tW1110 APPLR3TOB,CORDANCHM _ (SEETABLE2) NOTAPPUCABLE 7 +601-110 +801110 77.78 {ea it-110 �7��1�,.• a67Aj7Z�1(0'a�.� NOTES: �;oNAL NN% 1)SUCK DIMENSiONS SHOWN. 1 j/111111117` 2)FOR SEES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2).FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ASOVH MIC14THE ARCHITECTURAL WINDOW WILL COMPLETELY FTF w1TMN. A-LYNN MILLER P.E. PLEA SB705 : + ti ii I ' 1 i If I 3.5W 3.500° 3.600' 3.500' .ors U .07w .075' .076. Avs. Q Q Q Q O6 ANCHOR COVER n 21186' 2.168' �I I 2.1168' � 2.1188' O8 7)� 6w 1.375' 1O J•CHANN9.FRAME .625' O FLANGE FRAME 1.375' O INTEGRAL FIN FRAME O EQUAL LEGWX FRAME .864' .175' � � � SILICONE HOT-MELTSUTYL ALUMINUM FCLYISO•" DESICCANT FILL AREA STRUCTURAL RF_INFORCEMENT BLITYLENE Lr OSILICONE SH8°NOM. 7 1'BEAD POLYISOBUTYLEN 1!4"NObL FOAM 3H8'N00.1. BUM 6 5fl8°Nam. SF111. SILICONESEAL WITH DESICCANT WITH DESICCANT ROLL-FORMED DESICCANT FOAM STAINLESS STEEL INT.GLASS IXf.GLASS EXT.GLASS EXT.GLASS EXT.GLASS PRODUCT REVISED m aomphrinp with the FlI METERED Cone CORNERS AND INT.GLASS W.GLASS INT.GLASS NOA-McL 17-0614"O6 tNTER10RAND OCTEPoOR KODISPACE SUPER DURASEAL® XL EDGE"" Ems" 1on°� l 4iaozo WELDS 0 4SG TPS a, SPACER'vNXT'm SPACER SPACER TABLE 14: i Part# Dea dpoon Material 1 620t38 Jchalmel Fran-0 PIPE- 2 820140 Rap Flame PVC 3 620141 NOW Fin Frame FIX 4 SM142 EqW LWBox Flame C 5 620133 Anchor Cover PVC 5 6 JW38 7I8'10 Glazing Bead PVC 7 7M38 11 1G Olezirlp Bead PVC NO CHANGES THIS SHEET. FRAME 74 11 GF-7MorDaw7M Sltoore ASSEMBLY DETAILS 7 8 7 S48N eetdrm Block(?IFx 1 x 1!8")85+1 &iro. PVC ' 80 20160A FlarreA03emd Tuba Anon.00OST5 91 2D177 ShdaVFIta Cep PVC 1 92 20178 "Fus PVC t7CTEFTfOR 93 20I32 Foune Assembly Tube End Cap PVC 1111I1 1070 TECHNOLOGY DRIVE `,`�!�:• cewe'• ! ' N.VENICE,FL 34275 NOTES: (941)480-1 B00 _*; N0.58705 1)SOME PARTWO"ONS NOT SHOWN ON DRAWING _ FOR CLARITY. Pa►t6 Description Materiel coFVTuaH"oml7 FOTINDUs7R16,141C - TYPES,J-CHANNELPARTS 2-4,SHOWN.PAFiT41.OTHER FRAME CERT.QF AIRH. 286 ALL PoOF,rSR65Qtym a� BO KOmmeriing 4SG TPS Spacer System TYPES,PARTS ii2-a,APPLY. :AO'., STA •0; Seettlts 3)nEMse7a,75nareARENorusEDANOAaE g VINYL FIXED CASEMENT WINDOW NOA M a 9/9/14 �` 81 Quanex Super Spacer nXr with Hot Melt StAyl NOT PART OF THIB APPROVAL o %/,(��,''�ORIR...'G 82 Quanex Duraseal Spacer Shed for CODE. i'VCTOBE LABELED FOR AAMIIIXTRUDER BOM&ASSEMBLY J ROSOWSKI /''�isZONAL E�``� Materials 1111illlljll` 83 Cardinal)L Edge Spacer A LYNN Mw.ER,P.E.REF CE REPORTS:F%-8 t, 8 7 PWA540 A NTS 13 OF 13 a 11(DS540.0 E3i 69706 • Y�.. � y0 fir. L1 I 1:1 •. �, ���{ , r . i 7 ' 1, I sna is - -' on A 77 `t .�c 1 Nq rw