The URL can be used to link to this page

Home My WebLink AboutProduct Approval .�•#_._i. �- �-� Y_"''t MEASURE DIAGRAM SHEET INSTALL AREA : • • • + : • !tont. t « . . . • . . . . . . . . • ♦ . .• . . • • . . • • , • s . • . Ait[t Natcir . w • • • I • r • ,* • • ♦ • Y • • . • • • i ♦ , • ♦ • . t • • • {�� pZ;ty�Q1UOriT1 LlpM� - . ♦ • ♦ • . • • • . • ♦ • • , • • + • • • • • . • • , • • • • • • • • ♦ • • • • + • • • • • • • • • • • • .h5.nom• tp1�1�� P"4a L`CN ,f PGT ORbERCORM- ,r -„; a SALES CONSULTANT sTACY A DEANGELOCEs B❑OOXI'RATE O# Sheet 1 of 1 CRATE ORDER EMAIL SENT DEALER NAME THD AT HOME ES ❑NO ❑YES ❑NO TIME Ofi•A9D9 PGT USE DATE n1/:1n17017 ORDERED BY CSR&EXT ❑TOM V.x21326 ❑ALICE W.x21343 ORDERED BY PHONE# S.O.# DEALER# lzzze CITY,STATE SHIP DATE SHIP VIA CUSTOMER Tomasa Anovo SHIP TO# JOB# 9809424 MDI? ❑YES ❑NO LEAD TIME AUTH POM IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS ❑WINGUARD(IMPACT) ❑ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO❑YES❑NO []REMODEL V NEW CONSTRUCTION ❑WOOD OPENING ❑#12 WOOD SCREW ❑1/4'SS TAPCON ❑1/4'SS4 CRETEFLEX ❑CONCRETE OPENING Vie• Options . ; : . . OPTIONS I 1 ..FLANGE .. ._ .:. XOperabng, ... ......... ..._.... .._.._..:z ......_..::........_. ;!;z $TD FI S.cieens (vIISCITEMS .WIDTH HEIGH ._.... _.._. ......•:..:: __..... ..�::�: < �:.:::: _: .. : ..... . .HANDING.: FLAT PE-or--` BOTTOM m m O :--�:: ... WIDTH HEIG._: -.:. ... ot.:REV ::,.SStabonary,. _,. ,:... -in UI .:;PGT ;:SPEC -of.:8, X COUNT ROOM ❑ SERIES# CODE ,FRAME INTERIbR :EXTERIOR .(rn:}....(In}-. UI,.:[ Iu ,STACK -Viewed from:#iebutsrde. I:'.(RH,or-LH). 1:;SGULPTUREDi(S) PATTERN or-ALLI at '48 &-Mulls Slandard,Standa F.LSR 1 BED1 5500 SH B WH WH 36.00 62.00 96 rd:WHT Slandard,Standa F,LSR 2 BED2 5500 �SH B �Wll WH 36.00 62.00 98 rd:W.T Slandard,Slanda F.LSR 3 BEDS 5500 SH B WH WH 51.00 50.00 101 rd:WHT Standard,Slanda F.LSR 4 BED3 5500 SH a WH WH 51.00 50.00 101 rd:WHT Standard,Slanda F,LSR 5 BED3 5500 SH B WH WH 51.00 50.00 101 rd:WHT Standard:WH d5tanda F.LSR T 6 LIV 5500 1PNL B WH WH 73.00 62.00 135 X S r :WI , rd MISC(1):Slucw,,MISC(2):Stucco,MISC(3):Stucco,MISC(4):Stuwo,MISC(5):Slucw.,MISC(6):Stucco I have reviewed and agreed wi(h alt job specifications and the Special Terms&Conditions on the back of the yellow(Customer)copy. ' Customer Signature 9/30/2016 Florida Building Code Online BCIS Home Log In User Registration Hot TopicsY! Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links 3 'Search•� - flQ�tt ,. ° Product Approval FUSER:Public User Product Aooroval Menu>Product or Aooliwtion Search>Application List>Application Detail FL# FL239-R24 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email -Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL , Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 https://floridabuilding.org/pr/pr appd8.aspx?param=wGEVXQwtDquSlBu8CAEmBE70C31VX3PGaDA1SWyATjg%3d 1/3 9/30/2016 Florida Building Code Online Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.10 SMI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.10 SMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) 1 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.04.Ddf (NCA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window ImI s o Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.03.13df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11ack Pdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do rat want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,-Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ¢t-k Ceddit Cal'd,.: . Safe ' https://floridabuilding.org/pr/pr_app dd.aspx?param=wGEVXQwtDquSiBuBCAEmBE7OC3MC3PGaDAISWyATjgg/gad 313 M IAM I-DADE MIAMI-DADE COUNTY ® - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13, dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 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#15-0519.05 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. QIAI•DADE COUNTY NOA No. 16-0714.03 e , Expiration Date: July 30,2020 }C } Approval Date: August 18,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation -LM", sheets 1 through 13 of 13, dated 05115/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal°spacer system, Super Spacer NXTTM spacer system and XL Edg&rm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203•-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t' Edition (2014), dated 05/15115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) f ( 1 Manuel P ez,P E. Product Control Examyler NOA No.1�- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15;expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FSC-2010 and FBC-5th Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) - 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I.."approved on 07/30/15 and expiring on 07/30/20. Manuel Per +. Product Control l; am' er NOA No. 16-13 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE 21.518" /-1 ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28.118"MAX.O.C. /A \ 54'MAX.BUCK WIDTH MAX.D.C. FOR ARCH-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE RADIUS TOP 12•MAX.FROM HEADER(SIM. FRA (SIM.FORALL LEVEL,SEE SHEETS 67 IMPACT RESISTANT -- FORALL FRA SEAM -� 30' 12'MAX. / WINDOW TYPES) B.SEE _ MAX.O.C. WINDOW TYPES) SHEET3 52-1/8"MAX.BUCK WIDTH A. _ _ 10"MAX.FROM _ SEE SHEETS 1-1/4' B.SEE 1---- +-30•MAX.O.C. 12"MAX S EET 3i I FIXED VISIBLE 12�AX• / FRAME SEAM - SHEET 4 8&9 SHEET3 1 LIGHT WIDTH A,SEE - 1� I I B,SEE 30'MAX.O.C. T 12•MAX. I SHEET 3 ---- -I-12"MAX- C.SEE -' '-'t'l i SHEEf4+ I SHEETS{ I _ _ I FIXED SIBLE _ / + EQUALLY I / LI GHT 17.718 MAX.O.C. A,EEE EQUALLY i 17-7/8"MAX.O.C. SPACED SHEETS ANCHORSPER II` HEIGHT SPACED I / - _I— TABLES 9-11 - I /'- -I— EQUALLY 1 17-718"MAX.D.C. ANCHORS PER 91.78" SPACED TABLES 9-11 / I / I MAX. ANCHORS PER j OI BUCK TABLES[ I 62' I BUCK -� MAX I I - HEIGHT I MAX. I I HEIGHT I 10'MAX.O.C. BUCK AS SHOWN 10"MAX.O.C. BUCK 10"MAX.O.C. I X 4 HEIGHT X I U X .I .Q y HEIGHT 1 X I U (91.78' I I -L-L 1 L.------ - MAX.) L---'- '-•-'-'- � � I 13-314"MAX.O.C. � '-- EQUALLY - 13-314"MAX.O.C. EQUALLY I SASH 13-3/4"MAX.O.C. EQUALLY I SPACED SPACED I VISIBLE �_ SPACED ANCHORSPER ANCHORSPER LIGHT ANCHORS PER j�T SEETABLES 9-11 ATAOLES 9-11 HEIGHT A TABLES 9-11 ) ' SHE E&S� C 1 1 I 6-112"MAX. •�6-1�IY MAX.Jill I i 6112•MAX. O ANCHORS AT SEE SILL B�- 54N MAX.BUCK WIDITH �(� SEE SILL WEEP- NOTCH DETAIL. 0�-__ NOSASH VISIBLE ILL '�I NOTCH DETAILS, 0 64"NMAX.BUCK WIDTH -�-f NOTCH DETAELS, O 1.174" -� NOTCH DETAILS, SHEET3 LIGHTWIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75•HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITEPTIONS.............................2 E(CAP)MUST TEMPERED. FRAME,GLASS.. NANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 INSTALLATION,FIANCE 8 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4 INTEGRAL NTEG ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LENTEGRAL FIN GIBOX................3 DEPICTED AS 2X ARE 1-1/2•THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). J .....................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DEEM ELDETAILS ...................5 DESIGN PRESSUREESS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ...................8-7 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-10 EXTRUSION PROFILES................1 t 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USE ASSEMBLY 8 PARTS LIST...........12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300, D: 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),STH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED DYTHE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2010 as cemplyiag with Det F4v(dq 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NON ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-8100-07/S2-2010 Duildiog CoAc 16 LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&A MINUM DESIGN MANUAL A-pt 14u .0 J4-•V3� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. •�\ I'7, Revised By: Date: Revision: Date /2D JR 05/05/16 A)ADDED SPACERS BY USER INSTRUCTIONS: • .. TO SHEET 11. ..�a •,;�1 Mloml nae NoduN'Co" ' Rev/aed By. Dote: Revbfon: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. ;'i . 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. r;•it'•• 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 '' ® Desertp Drawn By: OPENING OBTAINED IN STEP 1. GENERAL NOTES&ELEVATION J ROSOWSKI 4 DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR 6 ��.,!� - 1070 TECHNOLOGY DRIVE tle: - Date: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. Ali.. �j': N. VENICE, FL 34275 S 5)INSTALLAS PER SHEET 3 FOR THRU-FRAME INSTALLATION ORSHEET4 FOR INTEGRAL FIN INSTALLATION. .' •.,1`L!�t;�:• � � SINGLE HUNG WINDOW INSTALLATION LM. 05/15/15 '`� (941)-480-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ��'/ ''•'�'•�`S{�'.�� Sarles/Modal: Scale: Sheet: Drawing No. Rar INTEGRAL FIN OR EQUAL LEG/BOX). /(!4YNNIM68705��.E. CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MIn-SH5500-01 A P.EJI 58705 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design Pressure Descrlptlon(Elated from Exterior to Interior) Table# Sheet# Types Options Conflgs. Shapes Installation Options that maybe used (hes Fig B) (see Table 1) (see Fig A) (see Fig C) 5 718"Laminated I.G.:1/B'A Extedor Cap+7116"Air Space+5116"Laminated;(2)Utas of 1/B•A Glass with.090"PVB Interlayer 4,5 6 8 718"Laminated I.G.:1!e"T Extedor Cap+7/16'Air Space+5/16'Laminated;(2)Utes of 118"A Glass with.090"PVB Intedayer 4,6 6 ....into 2X Wood Frame/Buckstdp-sheet 3,option 1 Equal-Ute, Square/Rett., 7 7/8"Laminated I.G.:3116"A Extedor Cap+3/8"Air Space+5116"Laminated;(2)Liles of i/8"A Glass vAlh.090"PVB Interlayer 4,6 6 Flange 5-16 OdellPrmiew Arch-Top 8: Through the frame ....into Concrete/CMU-sheet 3,option 2 8 7/a'Laminated I.G.:3116'T Exterior Cap+3/8"Air Space+5116°Laminated;(2)Utes of 118'A Glass with.090'PVB Interlayer 4,6 6 (#2) 6 Cottage Radus Top of the window...... . through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 9 718"Laminated I.G.:118°A Exterior Cap+7/16"Air Space+5116•Laminated;(2)Liles of 1/8"H Glass vAth.090"SG Intedayer 7 7 ....Into Metal-sheat 3,option 4 10 718"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+6116'Laminated;(2)Liles of 1/8"H Glass with.090°SG Intedayer 7 7 ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Box/ Equal-Ute, Square/Rett., Through the frame ....Into ConcretelCMU-sheat 3,option 2 11 718"Laminated I.G.:3/16•A Exterior Cap+318°Air Space+5/16"Laminated;(2)Utes of 118°H Glass with,090"SG Intedayer 7 7 Equal-Leg 5-16 OdellPro�Aew Arch-Top& g P 12 7/8"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+5/18°Laminated;(2)Utes of 118"H Glass with.090'SG Intedayer 7 7 (#4) 8 Cottage Radlus Top of the window...... Ihrough 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 13 718'Laminated I.G.:1/8"A Extedor Cap+5/16"Air Space+7116'Laminated;(2)Liles of 3/16'A Glass vAth.090"SG Intedayer 8 7 1 Info Metal-sheet 3,option 4 14 718•Laminated I.G.:118"T Exterior Cap+5/18"Air Space+7/16'Laminated;(2)Liles of 3/16"A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 Equal-Lite, Arch-Top & Integral fin...... ....Into Metal-sheet 4,option 7 15 7/8"Laminated I.G.:3116'A Extedor Cep+1/4°Air Space+7/16°Laminated;(2)Liles of 3/16"A Glass with.090"SG Intedayer 7 7 J-Channel P 5-8 Odel/Protiaw Aroh Top& 16 718'Laminated I.G.:3116"T Exterior Cap+114'Air Space+7118'Laminated;(2)Liles of 3116'A Glass with.090"SG Intedayer 7 7 (#1) 8 Cottage Radius-Top Through the frame ....Into 2X Wood Frame/Buckstdp-sheet 4,opllon 8 of the window...... ,...Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-Ute, Square/Rect.,integral fin...... Min.Edge Min. Integral Fin foto Metal-sheet 4,option 7 THEHVN2A00VE30'. 5-8 OdeUPrgew Arch-Top& Group Anchor Substrate Distance Embedment' (W) 8 Cottage Radius-Top Through the frame ....Info 2X Wood Frame/Buckstdp-sheat 4,option e P.T.Southern Pine(SG=0.55) 7/16" 13/8" of the window...... ,...Into Metal-sheet 4,option 8 #10 SMS Steel,A36• 3/8" 0.050" (steel,18-8 S.S. 'MIN.OF 3THREADS or 410 S.S.) Steel Stud,A653 Gr.33• 318" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,6063-T5' 318 0.050" SUBSTRATE.FOR 'A'=ANNEALED P.T.Southern Pine(SG=0.55) 7116" 1-318" STEEL STUDS, Ca "FI"=HEAT STRENGTHENED MIN.Fu=45 KSI 8 / / 'T=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/8" MIN.Fy=33 KSI. 2 -PVB-=.090"BUTACITE®PVB Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" "UNGRO / B tEGk BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9116" 13/8" VALUESUTED CMU'#12 SMS VALUES MAYBE BO `SG°_.090"SENTRYGLAS® g (steel,18-8 S.S. Steel,A36' 318" 0.050" USED FOR GROUTED FLANGE EQINTERLAYERSYKURARAY Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. AMERICA,INC. or 410 S.S.) Aluminum,6063-T5' 318" 0.063" EQUAL-LITE ORIEL COTTAGE Concrete(min.2.85 ksl) 1" 1314" o C 1/4"steel Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" IIAK' FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 13/4 --►{BUCK WIDTH --►I BUCK WIDTH—IBUCK WIDTH 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 13/4" T } i i 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/8" O 3 �rp 114"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1.3/4" O r, cc w w w J-CHANNEL INTEGRAL D 114"steel Creteflex Ungrouted CMU,(ASTM C-90) 2-112" 1-114" _ _ S2 _ - FIN P.T.Southern Pine(SG=0,55) 1" 1318" _ w 2 1/4"steel Aggre Gator Concrete(min.3.275 ksi) 1-112° 1-3/8" 1!4"steel Aggre-Gator P T•Southern Plne SG=0.55 1" 1-318 i 1 1 0 Grouted CMU,(ASTM L; 2" 2" RECTANGULAR RADIUS-TOP ARCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING as cemplyintiwilh the Florida �LEI Anehof Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Cod. q ,+ Substrate Distance Embedment' THE TABLES ON SHEETS 8-10. A—pr...0 No I&D(14. 'i.111 Revised BY: Dote: Reviston: L`xprmlkm Daw ,2.020 2-1/2"x.131 Common Neil P.T.Southern Pine(SG=.55) 3/8' 2-7/18° ;•`' .,_I ;aq!/ ; 2-1/2"Ring-shank Roofing Nail P.T.Southern PI ne(SG=.55) 3I8' 2-7/18° :! ,";" h �' •' f,9i.mi ad.par R.vlsod Dy: Dote: Revialon: uci Cbn oUl P.T.Southern Pine(SG=.55) 1/2' 1-3/8" , #10 Trusshead SMSAluminum,6083-T5' 3/8° 0.050" gt„ (steel,18-8 S.S. :_ Sleet Stud,Gr.33• 3/8' 0.0451"(18 Ga.) jUTD—riptlon: Drown W., or 410 S.S.) Steel,A36• 3/8' 0.050" 'MIN.of 3 /i I GLASS/ANCHORS/FRAME OPTI ONS J ROSOWSKI F THREADS BEYOND (/t• ' P.T.Southam Pine(SG=.55) 9116 1318` THE METAL " ` -, 1070 TECHNOLOGY DRIVE Title: Dot.: #12 SMS a .; Aluminum,6063-T5• 319• o.os3" SUBSTRATE.FOR �:,C;/ ?'. :;.•;_ N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel Stud,Gr.33• 3/8° 0.050" STEEL STUDS, ;' •••.•.• ;�• (941)-480-1600 or 410 S.S.) MIN.Fu=45 KSI& l 111 ;;)I j�I�.'Ir' ��• Serlea/Modal: Scala: Sheet: Growing No. R.w steel,A36• 316" 0.050" MIN.Fy=33 KSI. A:LY.NNMII,4ERwft. CERT. OF At1TH. 29298 SH-5500 NTS 2 OF 13 MD-SH5500-01 A P.E.#58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 f- EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD �-+- 1/4•MAX SHIM 18 1!4°MAX SHIM FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. EMBEDMENT ,° SASH VISIBLE 17 . EDGE y " ❑�-�- 18 LIGHT WIDTH ❑ FLANGE FRAME DISTANCE r I CE EDGE D --- a D STAN SHOWN 44 BALANCE (� •° TYPE VARIES - -- ----- — - TYP.ANCHOR L--J� __11/4'MAX TYP.ANCHOR TYPE, 42 WRH SASH o TYPE, SHIM EMBEDMENTAND. ° WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE I Q 30 AND EDGE .EMBEDMENT AND EDGE DISTANCE PER IIRRIIIII 31 DISTANCE PER �an DISTANCE PER SUBSTRATE, SUBSTRATE LJ� EDGE SUBSTRATE, O SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. nnII II EXTERIOR II-�` II-1I DISTANCE SEE TABLE 2, 18 uD�o 87 �al I SHEET 2. •e �( FIXED VISIBLE 4 FIXED 19 20 OPT.SASH TOP FLANGE -I LIGHT WIDTH _ EQUAL VISIBLE LIFT RAIL FRAME I 2 _ ILEGIBOX ' LIGHT - FOR ALL WINDOWS: NOTES: SHOWN r BUCK WIDTH FRAME HEIGHT i I SHOWN 1 ANCHOR @ 3.55" HORIZONTAL SECTION A-A 49 48 FROM END AND AT 1)USE ONLY SUBSTRATE-APPROPRIATE 21 CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, ISHEET 2.FOLLOW EMBEDMENT AND OVER 38"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 7 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS @16-3/8- INSTALLATION OPTION SHOWN MAY 45 46 47 O FROM END. BE USED ON ANY SIDE OF THE 14 35 FOR WINDOWS WITH WINDOW. 1/4•MAX. �J BUCK BOTTOM LOCKS: SHIM I #10 OR#12 STEEL 1/4•MAX. 16 2)MASONRY ANCHORS MAY BE I 50 O D ADD ADDITIONAL SELF-DRILLING I SHIM HEIGHT SCREWS @ 8-318• USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I SHEET 2.ALL WOOD BUCKS LESS g5 FROM END. ❑ TABLE 2, ❑� 30 THAN 1-1/2"THICK ARETOTI SHEET2. D SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS yy 16 DEPICTED AS 2X ARE 1-1/2•THICK 86 J_— USE EITHER OR GREATER.IX AND 2X BUCKS /� [� OPT. 85 LATCH OR (WHEN USED)SHALL BE DESIGNED �1 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 81 31 30 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX EACHSAT END. FROM SASH END. RESPONSTDESIGN DCTOOF THE ENGINEER INSTALLATION is THE SHOWN �D�o SHOWN FRAME NOTCHES AT Bp EXTERIOR 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONI—I INSTALLATION 8 (ALSO REFERRED TO AS DAYLIGHT V OPTION 4 OPTION 4 PRODUCTR6V)SBD 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH as complying With Dro Mod& EQUAL-LEG/BOX 1!4"MAX SHIM BEADING TO BEADING. Rn(Id(ng Cade FRAME INTO METAL FRAME INTO METAL Aa:cp7�de -0 O FRAME SHOWN pfmtiun Dalo {;{11111 rrl�/ Rovloed BY: Dote: R-WI m .27"X 1.25 WEEPHOLE M(om adu Prndircl.milt' . NO ANCHORS ••'�; REQUIRED IN VISIBLE LIGHT FORMULAS Re�reed Br: Dnte: Revreren: WICOVER @ FLANGE OR 2.87•FROM 38 �° EQUAL-LEG WIDTH "�j�• <'..". EACH END. FRAME SILLS @SASH:BUCK WIDTH-6.1/2' ® Descriptron: Drawn W. @ FIXED LITE:BUCK WIDTH-4-3/8' _ . /� �6 ?- FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LRE) l7'.;''�' 1070 TECHNOLOGY DRIVE Utle: Det.; VERTICAL SECTION B-B BUCK HEIGHT/2-3.15/16• N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 "•,,, ....... (941)-480-1600 i� Sarree/Modet: Sccle: Sheel: Dfaw(ng No. Rov: 'q.LiYNNY711:4%R1.E. CERT. OF RUTH. X29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A b.�.�158'Y/b5 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. I'-- EDGE DISTANCE ANCHORED THROUGH INTEGRAL Fes- EMBEDMENT - FIN INTO 2X WOOD FRAME OR O114'MAX SHIM 114"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL J EMBEDMENT AND EDGE 18 LIGHT WIDTH ❑ FRAME DISTANCE PER SUBSTRATE, . SHOWN SEE TABLE 2,SHEET 2. •---- --- ---� _ (SCREW SHOWN) 44 BALANCE O MENT TYPE VARIES 114'MAX SHIM _ 42 WITH SASH EDGEOTYP.ANCHORTYPE, DISTANCE WEIGHT 54� 300 1 EMBEDMENTANDEDGE Q 31�^ DISTANCE PER�SUBSTRATE, I�JI SEE TABLE 3,SHEET 2. o EXTERIOR ANCHOR TYPE, EMB 18 (NAIL SHOWN) n 87 INTEGRAL EMBEDMENTAND EDGE I V FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE,FIXED 19 201 OPT.SASH TOP J-CHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE J LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) LIGHT I FORALLWINDOWS: NOTES: SHOWN HEIGHT BUCK WIDTH i 1 ANCHOR @ 3.55" 49 ; 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C -- I 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 OVER 30"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 0 7 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 8 3 SHEET 2. 45 46 47 SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: q10 OR#12 STEEL _ _ 114"MAX. HEIGHT 50 O 18 ADD ADDITIONAL 2)MASONRY ANCHORS NAY BE SELF-DRILLING — I SHIM SCREWS @&3!B' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 -7— FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2 8 3, ❑� 30 ! THAN 1-1/2'THICK ARE TO BE SHEET 2. IlnJl SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 16 LA BOTTOM DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS C=— OPT. 66 65 LOCK(SHEET 3). (WHEN USED)SHALL BE DESIGNED �Q � �Q 63 TESTED UNIT TO PROPERLY TRANSFER LOADS Q FIN AND/OR INTER11 IOR 81 31 30 LOCATION:6-5/8" TO THE STRUCTURE.WOOD BUCK n FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE uD�0 IN-FIELD ��o NOTCHES AT gp RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN Lam= EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION 7 THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCF RBVISBD 1/4"MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL. INTEGRAL FIN INTO METAL ( ll cauildini.g C. INTEGRAL FIN SHIM BEADING TINTEGRAL FIN/FLANGE REMOVED With dsn 1*IDfiiiL O BEADING ) ^^❑ A.oPM.N.J -0 Q FRAME SHOWNo L-J : � JJJ�� •,\•" Revlsad By: Dota: Ravfalon: F iratk Daid t 27"X1.25'WEEPHOLE -7-- \1 lvi, I By. O38 WICOVER @ 2.87" IT r.}f,�;;'•;`'j Miami ode Product Con FROM EACH END. Q- VISIBLE LIGHT FORMULAS Revfaed By: Bate: Revfa/on: TYP.ANCHOR TYPE, EDGE DISTANCE EMBEDMENT AND EDGE WIDTH @SASH:BUCK WIDTH-8.1/2" ® Descrlptlon: Drawn Hy. DISTANCE PER SUBSTRATE, ;: C{ J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI SEE TABLE 3,SHEET 2.. —� EMBEDMENT @ FIXED LITE:BUCK WIDTH•43/8' Its 6 r..�.. (SCREW SHOWN) HEIGHT(EQUAL-LITE) *1+•i ' 1070 TECHNOLOGY DRIVE Iltim Dote: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHTl2-3.15116" ;;t'1;.',;; ;.;' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN /��•:../: ,,, (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- , 7'!+ Series/Model; Srnls: Sheet: Orawing No. Ray. A.•LYNNMILh6R;�`E. STRIP.SEE NOTE 2,THIS SHEET. P.EJt 58705 CERT. OF AUTH. X29286 SH-5500 NTS 4 OF 13 1 MD-SH5500-01 A 718"NOM. 718"NO718"N M. 7/8'NOM. �+- —�I 718'NOM. I_- 5/16"A/A PVB 5/16"AIA PVB — I 5/16"A/A PVB I I 5/16"AIA PVB I I 5/16"H/H SG 7/16"AIRSPACE--\ 7116"AIR SPACE 318"AIR SPACE 318"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS--\ 1/8"T GLASS 3116'A GLASS 3/16"T GLASS 118"A GLASS aEXTERIOR G]EXTERIOR a EXTERIOR a EXTERIOR �]EXTERIOR FNu 78-79 1 78-79 78-79 78-79 78-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —� 718'NOM. 7/8'NOM. —►{ 718"NOM. �— —�-{ 7/8'NO7/8"NO �+- 5/16"H1H SG 5/16"H/H SG 5/16"H/H SG 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 5116"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 78.79 78-79 78-79 78-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. —►{ 718"NOM. 1+- 7/16"A/A SG I 7/16"A/A SG 112"N, GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE--\ 1/4"AIR SPACE 76_79 BITE 11P. '16 MAY NOT BE USED 3/16"A GLASS 3116"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMER a EXTERIOR a EXTERIOR GLASS TYPES 6,7,9.11 13 78-79 76.7s 31 ' 8 15 MAY NOT BE USED IN RD EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCT mplying;il do complying with tlm Plorlde a GLASS TYPE 15 GLASS TYPE 16 Ilaiidfng Cade 38 30 A.:cpwuei"o O .Q3 \\�•N I 1 11 I 11111, Raised By: Data: Rsvlslon: F-:c inlion Dute ,2D2,D "\r Q1 I`;',!`'%'^•%/,i.� tvR:uu .I.Product I E ,< .. �•,�` •'••"•I•!:;:; Revised By. Date: Reielon: o .-a. �,.... • GLAZING NOTES: _ :�:�.;;i;!I!° Drawn 'A°=ANNEALED ® Description: BY TYP.GLAZING DETAIL "H"-HEAT STRENGTHENED // GLAZING DETAILS J ROSOWSKI "T"-TEMPERED 6 "PVB"=.090"BUTACITE®PVB BY KURARAY AMERICA,INC. ..`.I ,:: 1070 TECHNOLOGY DRIVE TWO:, Date: "SG'=.090'SENTRYGLAS®BY KURARAY AMERICA,INC. }...; `" N, VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '•::.}•.,•.7.0!'':Gs.. •4.:.i (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1.SHEET 2. r�i,;..�vl�,.,;••p" r' Sades/!dodo!: Scale: Shoot: Drawing No. Raw. A.,LYNN MIL R, ` d.E.�6tl�o's CERT. OF AUTH. #29296500 NTS 5 OF 13 MD-SH5500-01 A ABLE 5: TABLE 6: TABLE 4: 0140..typo Balom sash Glass ' e Dead b h.a sash WI014 Design Pressure,IhslR' alaaa ryp.. Design Pressure,lbalfl' NP•• Design Pressure,IbefR W•• e 6,0,780 R.I.J.L.Ya1 Wnp.®NSMaw Ronpe 0nl VOndmv BucL VBdln ml 6,788 +/-60A 112 Wahl Slnvn u to 48 SL125 +85.0/-70.0 Ralnt.Laval 235 Equ,Wde 11997 +65.0 1-70.0 4a5A •70.0 Writ L-I R1 For all Mad.,&a..h sea. SlandaNCaltapa 14.617-75.970 +05,0 -70.0 405.0 -70.0 R2 For.Owdadaw and sash a lm. SEE TABLE B,SHEETB FOR 2a Equa4Re 11.583-14.616 465.0 •70.0 +95.0 -70.0 Slandanl Pmdaw 11.377.11.592 4660 -70.0 .65.0 -760 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Wast 23617-25.288 465,0 -70.0 +05.0 •70,0 ANCHOR GROUP AND QUANTITY. Sls d al Causes 20.959-23510 +65.0 -70.0 485A -70.0 , 37.375 Equ6rge 17.617-20.D57 465.0 •70.0 •65.0 -70.0 Slwlanl Pmdaw 14.517.17.618 .&40 -70.0 . .0 'so o Shaloat 11.377-14.515 +65.0 .70.0 455D .70.0 c Talasl 27.583-31.911 +65.0 -70.0 •69.0 -70.0 CusWnSae 23517-27.692 +89.0 -70.0 •65.0 -70.0 SlOedaN C.Ilae• 23517.23616 +65.0 •70.0 455.0 .700 QHEADER 44 Equa401. 26.617-236'6 +as.o ao.o •as.o aao - O HEADER SlaMard NW- 17.517-20.616 405.0 -70.0 •65.0 -70.0 23 custornsu. x517.17.610 465.0 70.0 465.0 -70.0 23 _^ c fiha ad 31.377-74.616 465.0 .70.0 .65.0 -70.0 Q U�L�] Talasl J1.5&7-35.011 .85.0 •70.0 .65.0 •70.0 Slanlaul Collage 2&517-31.552 .65.0 •70.0 .65.0 •70.0 O Equ6gta 20.517.2&518 435.0 .70.0 .5.5.0 •10.0 0 0 0 MEETING RAIL 40 elmdaAPo.A_ 17.517-20.510 +05.0 .70.0 +65.0 •lap o O MEETING RAIL OCwlwn Bim 74.517-17.616 +65.0 •70.0 .65.0 .70.0 28 6 Cu>lanSlza 12.617-14.618 .060 -70.0 +65.0 .70.6 Q 27 6 EXTERIOR Shalasl 11.377.12616 .65.0 -70.0 465.0 -70.0 E 0 E Tallest 33EXTERIOR200-37.536 +6&0 •70.0 489.0 •70.0 E o Z8lero"d CNlap. 20.617.33.201 40.5.0 -70.0 465.0 -70.0 v 23 O EquaWla 23.517.2&515 .65.0 1 40.0 .Os.O -70.0 23 O O JAMB Cuslan sh. 20.517-23.510 .65.0 -70.0 .65.0 -70.0 JAMB 49.025 sural al Nwaw 17.517.20.516 .65.0 -70.0 465.0 .70.0 EXTERIOR SASH E7cTFxloft SASH G'7 HEIGHT iia Bb. 12.617-17.18 .65.6 70.0 +65.0 .70.0 cd.. a HEIGHT uaWm Ske 12517-14.6510 +05.0 -70.0 +65.0 -70.0 Shaleal 11977-12510 485.0 -70.0 465.0 .70.0 - T.Rasl 36.517.41.674 .05.0 -70.0 485.0 .70.0 Standanl Canape 31.517-38.510 415.0 -70.0 165.0 -70.0 23 EquaWla 26.617-31.518 .65.0 -70.0 485.0 .70.0 23 p 8l.d a7Praiaw 23517-2&519 465.0 -70.0 485.0 .70.0 SILL O I� 02 Cuamm Sim 20.617-23.619 465.0 -7a.0 405.0 .70.0 SILL O U C..t.m s0.. 17.517-20.618 485.0 -70.0 .95.0 -TOA Q Iom54a 14.617-17.515 4610 -70.0 405.0 68.1 Cual.msis. 13.017.14.510 IB&D 1.730 .65.0 1 67.3 sw.1 11.684-13.018 465.0 -70.0 •65,0 60.5 7.R..1 39.517-41.644 .85.0 -10.0 .640 .70.0 o C Aava Six. 38.517-39.516 405.0 -70.0 465.0 .70.0 0 EquaWla 35.517-3&510 .65.0 -70.0 465.0 aQO 75 Cual.m Sts. 32.517-35.516 485.0 -70.0 +05.0 .70.0 SECTION DETAIL FOR WINDOWS WITH SlaadadPmWaw 29.517.32.516 .65.0 -70.0 .65.0 70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GL-ASS TYPES 5,6,7&8 caatanslae 2&517.29.576 485.0 70.6 .... 67.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Shal.al 25.510.26.510 .05.0 70.0 .05.0 66.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& E,-tW 38.:17-41.644 4140 -70.0 .(55.0 •70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 84 Oa sl.. 35.517.33&10 •es.o -70.0 .mo 67.3 CONFIGURATIONS) 9lardaN P.vAav 33.919.35.615 40.5.0 -70.0 .65.0 665 PRODUCTREVISED 91.78 Tafasl 41.644 .65.0 -70.0 485.0 664.6 as complying With tho Florida SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Ouilding('ode "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Ac4:cplancc Nn 16'0 ll,2, 0 Ravfead By. Date: Revision: E7:pir 116 Date "" liy.;� ` Miami)7740.Pradlk 'on' ''•`! '. Ravls.d B. y Date: Revfalon: NOTES: RT. Deacriptfsn: Drawn Din. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. _ � ! .:- DESIGN PRESSURE TABLE J ROSOWSKI 6 '�I�� •i�, 1070 TECHNOLOGY DRIVE Two: Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. .I-.1 •. •.,•'/�f;;',t:•(;.•'��,•,:�.'•;• N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ' ;�• (941)-480-1600 Sarles/Modal: Scale: Sheet: Drawing No. Rev: ON THE TABLE. �i L'YNN;tyt{i�(i,•a,E:� CERT. OF AUiH. #29296 SH-5500 NTS 6 OF 13 MD-SH5500-01 A fs-�1!5A OS NMI ® ICEMMa��a��a��a��a��a��a�� mmmmmIM �� 0 �mmmmmm d 1!EMCMIUMCMIGMEMIMMIMMIMMEMIMMICEIMMIMMEM KIMIMEMIMMUMMMEMKOMMOMEMIMMEmammomm �� mmcmmmcmmmcmmmcmmmcmgM®®®� oMETOTMOWFITMMMCMIMCMMMUMMMEMEMMMEMCMMMCMKmcm E=MluMMM1MmmMMMMlM ��MPTTWM'MMMMMUMMEMM33IMMEMOMMMCMKMM139ME33ED �cmumgmamcmum9mmmmrmmr�r�RTNRMMCMMMEM MEMaMEMMMamamemamama��a� ®®®a®®a® gmummmummmum am mm�wwrgw ��a��a� l�ffaymmmmmmcmmmcmmmlmcmcMMMEM EMEMEMEMrTmmacmmmmmmmcmmmcmcmEMMMEMEMEMMM d a mmummmmmommmmm ii Immummmmmommmmmum arM�KMMMaUEMMCM MEMaMEMMMEMaMMMEMIM Immumlam MIMIMM mmmmmmmm cmimmcmmmm mm EMCMEM ISM cmumcm am � e MMMEMMmImmco 9M omimm9mum WMnrMMaMMWMCMMMMM MaMaMMEMaMEMaMIMMaMEEaEEMaM mmumccmum lammrmmncmamamamaMaMEMEMMM MOMEMMMEM m a a mm mamaamamum �a� aMKMaMEMaM� amamcmamammm am sQ a �EMEMEM s� ��aMEMa�CM��aMUMMEaMaM�aM a� �amamamam� s amammmamcmEMEMEMEMaMEMaMEMaM amEMa M sm9mu KIMMMIMaMCMaMIMMIZIMMIMMMEMCMIMMM= IMMEMmm rwmamammma �a��a��a��a��a��aam� 11MIMMIlm �mmum cmam momism ama m � a a3=ate=aM==MMKMMM==KM=MOMMaM mm I'll mauam�� ama--aamaama m � �a�EMaMMEMaMCMIMMaMEMEMEMMaUMMEM M, Em amom PRODUCrREVISED r .- .- a-. .. , •. ,. .. .• - 1174 DESIGN PRESSURE TABLE 1070 TECHNOLOGY DRIVE oom.0 0 0 0 0 m o 0 0 0 0 0 0 0 o m DOWNS�0��0 . 0100 NO Foul; Mull 0��0go0go0� go �0�0 Y �� ©DDDa.DDDDDD,�©oa©©Oo©dooaBaOoo,�©©a©©�©D Ooo aDDD©OO©flD©fl,fl©©fl©©o©© © Iwo©oo©na©©o©©oo©o©©o©©o©no©ao©©a©©'n©©o©©o©©o©aa©oa©©'o©©o©©o©©o©© �o©aoaao©©o©©n©©o©©a©©o©oo©oa©©o©©a©©o©©o©©a©oa©oa©©a©©o©©a©©o©© ©aaaoa.aoapaa,ofloaooa©o©floaoaaaaao©©aa©©©©©©©aa©oo©©aa©©©©©©©©©©© U. ffmg�ooaooao ©©0000'00000©©©©©©oi©flo©© ©©oan©aaflao©fla©oflnPfloioflafla11 ©®©©©©©©©a©©©© ©noon:oo©noon©©©©oa©o©000000000000©©©©©©©©© ©©©©©©© ©©000a00000pa000aoa,aoo©©aaoaoo©oo©a©©©©oa©©©oo©oaao©©©aaoaaaaaoa aanflaafl©©fl© ©afl000aaaa©000aflafla©fla©©©©©©©©©©o©©afl©©©©©flaofl©©000 ©©0000'o©off©©noun©© © �aa0000aoa ofl,aaa,000afloaaaaaooa000©aaaafl a00000aa000aaaa©oaaa aaaaoaaaoaaoaoa©©oaa000aaaaaflanaooaaaooaaoaoaaooaaaafla©floaaoaa onaoaaonfl oaaa ooaaoo �aaaaaaaoaaaonaaaa000 0000aooaoaaaaaaooaao _©o�n° ©o�©©�©©0°©©�'i©©oaooao�i©o©©©000,�'ii©©©©©©a©�'i�'io�'©o©©©�'©©©©©©©©©©© KI 0 000noo oo'�© � Oooaaoaaaoaaoaaa00000000©aaoaoo©aaaaooaa©oaaaoaaaaa0000aaaaaaa 000aoa,aoao a000aaa000aoaaaaaaflaa©aaaaaoa000aooaaoaaoaaaoaoonano ©©00000©o©o©o©©000000©ovo�000©o�©©©©©©©©©©000000©©©0000©©©©©v©o a©o�oa©©nonan©00000000000000000©©©©©©©©©©©©0000©©©©©©©©©©©©©©© 000 ��aaoaooaoflaoaoaflaooaon©aaa©oaoo;000aafla©©©fla©aaananoflao©aafl©©fl©©© aE��aaoaaoaafl000aa©©aaaaaoaaaflaafl©aaoaoaoaaaaa aoaa©aa©fla©flaaaaaflaao now oUna n©aaaaofl©aa,00aoaoaonun aoa'oo©anaaaaaoaanoanooaa©oaoaaaoo ��ooaa0000aao©00000a,aaaooaooaoa©aaaaaaa0000000aooaoaaaaaaaaooaaoo _ aaa000aa©anaoaa©aaooaoanaaananflaaaaaoaaaa000©a aaoaooaao,oaao �m®� © on ©o®0aoo©©oo©oo Hanna on®®noon©o©noon©©©©©©©©000000©©©©©©000©©©©©© nun noaaflflnaao©flao©ooaooaaoaaoaao©aoaaooaaoaoaaaaaaoaaaaaa .aoonaaaano©anaflndflaaaaafla©©n©aananaflaaaaaaoaaa©© nooaao,a©an©aaoaa©000 aaooaao aoaa©fla©aaafl,a000©a aaaa©naaoanfln©flaaaa©©a000©oa©flanaaoaaaao©© anaoao©naooaaoa000©aoaaaooaaa© aaaooaaooaaoaaooaaa©aoaaaa,000 aoa000n000n000©flnflana aoa©aaflaflflnflanflaaoaaa nnonnaanflanoaaaaaaaaa onon oa000aoaaaaaooaoaoaa000aoo©ooaaoaaaoaoa00000000aooaaaaaaaaao ooBuono©0000©0000Rosso 000©�ai000©noon©00000�n°000©©000000©©©©mannan MENSIMEMEMEM ©©o©© oPioaoiaflonfl,naaaaa�n°©nPnaono©Poaaoa©n©flp©©oaaoonoa©oaflaaflanfl,aafl ©©n oo� 'a©000©�©©000;000000�noo°Pay©000©�©©000©a©©o©©munn�©o ©© ��ana000anaaaaaofl.aooaaaooa0000aoaa©aaaaooaoo aaaaanoaaaoaaanoaaaa '' m m o o� '8 �00, 0� go 8nOa�OrDS0gol000Eo=oouooroo,roo'goo,roorgougo M ��oDvo©BonD�©©oDDODD�©©�IDooDooDDOD©�©©�ODDo©©�DooDoo©Do©Do©©�©Do ooDDooD©© ©Do©Do©© ©© 000Doo©oo©© ©© ©Do©© DDDDoo©DODKN DDDDD �©oDDDoo©D DODDODDDDDDDDD0000DDooD©©©©©©©©©©©00000©©©©©©©©©©©©©©© oBooDooDDODDODDODDaDDo©ooDooDDo©Do©Do©DooDODooDooDDo©DODDo©©aD DUMB Una ©nnnnnnnnna n©nsennn�ino©nnnnn©©©'©©nn©©©©� Ei ©D©Dno:no©nonnnnnoon ©©©©© ©©e� nn©nnn©noDn©noD©©©�o©©©©© muumuu nnnno DooDDDaD©O©n8D00000DDOD© ED © DDDoDDD©©©©©©�©oaDno © D©ooDDEDDDDDDDDpomuumuu © ©Do©o©oo©©D©©D©©O©©o© © o©©©o©©oo©D©© �DDOoOD©HBO DDDDno©�DDDDD on onsoon w7mrXimno nn©© ©©© n©©©Pnv©no©©©©o© oODoo©o,©oonDDD©DDDoonuD © odo©mooDODno Dun Humana HumanaODDDDDomDDDDD © D© © ©D D SOD©D�DDDD lDDD©DD©oD ��DDD©D©OD.DDoDDDoD©DDDD�DDDDDoD©©©©D©.©DD©OD©,oonDDDDDDOODDDDDD©DoDoDEDIppD©D�DDDDDDDDD�IoDOOODDODDDODD©DD�DDDDDODDDOUDDQDDDDDnuallDDDDDDDo © DD DBDDDDDoDDDODDE ..DD ©DD�DDDD©fDDa DDDDDDDD� DDD D0000©©©©©© o© ©©o©o DDOD00000D©©DD DooDD ©©o©p©ponnnginnnnnnnn,nnn�©nnnnnnnnnnn©©�©©©©©�no©nnn©©©©nn©©nn©©©©© 000NDg000©aoDDDDDDD,DDD�Bounce DDDDDDDDDDDDDD©DDDDDD©D�D�OD®��D�oD ono©Duo©©©©©©DEI©©©©©©©© ©Onnu©©©©©©�©D©DDDD��DDODOEIDDEIDDOD D DD ©©©DODO DDEIDDODDEIDD©DD D©DDD DDDD©oD©DDD �ooDODDD,DDD Doan DEIDHUBDDDDDDOD ©DDDn i Doo©oonDD�IDgEDIDDDDDDDD�RooD�,DDDODDDD©�DDDDD�000Do©DooDD©DD�IDDDDD DDD©DooDD D D©DDD©Do Doo© oDo,©DDOD© DDp Do DD©DD©©D©D©©©© D©.ODD � lanDDD�DOD©In onDgoo©oD�DQDOi1'DOD©oDDo©DdD©OD©DQDODDODDOD©DD�OEIDDD Doo oODOD aDDOD DDDDD �ooDODDo©0000©ooDoOD oDooD©DDEIODDOD DooDD nun IBM ©©,©©©©©©n©nnnonnnnnnnnn�°i©©©©©�©n©©o©©©©©©©©©©��©�I°©© BOB©DooDD©©DD DDDDDDD©©©©Doo©O.DDDDDDDD©©©DDoo©©©©ppODDODDDEID©ooD©©oD000 BODEIDD©oDEIDD D©oD©oDooDDDDDDDDDD000©© ©©DEI EI©DEIDO©DDODD©DDE7D©DDD 000ODDoaD8�on�DDODDODD�DooD[�gDDODDOD©�®©,oDD�Doo©ooDDDDDODD�DDODD �000 Do'oDo 00 o©nDDo©o n�nn© DDODDDD© DDODo DooD00000DDODD o©oDo � oDonD000D oDnounoo DD Don000DDDo©oDDODODDooD0000DDDaDDDooDDD ■ Doo',ooMO©OOpDE©�©�uu'D®®�©OURBUD©o©oo©0000000D©o©oD©©o©ooD©©000a000DooD©oD©D©o©ooD ©©ODnOEIt]nElnn©o©©©©©©n DDD©nn'©©©©©nEl©©©O©nOn nnO©nn©©©©©D©©p8pmumno �ooDDo©DD DD DDDDDDDD Doo©QDDD'DDD DD©DDDOD DODDO©DDDo©©©D DEIODD ioo'DDo©oDEDioo'E°iD...DODD Doo©000DDDD�D©©DDODo�0000manD©D0000eio©D©© ann©o:n©neon©noummannon n©nn©nnn�©annnnnn;nnnni©nnnnn©nnnnnnnn©nn©nn©©�©©n©© oonnnoonanmeno ©onnb°1n©on©nnn�nonnnno© n©�©©oo©nnnnon©onnoon©n©©�o©oo© MVW �• • OEM= Go 00I0NO1010No0Bull Ul o1000M0100000 Boom 100 1 �O©O0©OO©OO©OD©OD©DD©©dDOD©OO©©OdODDDO©Oo©©o©O.O©DO©OO©OO©©d©O0©© ��0000000000000©000©000 0000000000000000©00©0 0000©©0©00©00©00©©0©© a00o©00©00©0000©©0000 0©00000©000©00©00©©©0 0000000©0000000000000 Q1 ,©00.©©©00000000©000©00 000000000000000©©00©©©©0©©©©000©00©©00©©©© onno©no nnnn�©©©©©onn o©nonnnnnvn©©©©nnnnnn o©0nn�anno©nonnonnnn© 000000000©©©00000��0 00000000000©000000000 00o0 ©000©©0000©0000000000 a� 000000000000000 0 0000000000000000©©000 00000000000©0000©©©00 ��00000000000000000000©0000©©000000000000000 000000000000000000000 ��000000000000000000000 000000000000000000000 000000000000000000000 0000000000000000000000 000000000�0��00000000 0©0000000000000 00000 X000000000000000000000000000000 0 00000000000000000000000000000 X000:000nn®00000000000 00 00000000000 00000000 000000000000000000,000 ©o� nnnnno0n�0��iin nnonnnnnnnn©©©®©©©©©n nnn©©©©©©©©©©©©©nn©©© 00000 000000000000000000000000000000000000nan nano o 00000o00000000©000 uu 00oon 8 no©©nnnnnnnnn nnv'©©0000000000vn©nnn©©o©nn©nno©nnn©©nnonn nn000000n0000o000000 00o000n�®nin®�ii0n0000o0 0P0o000000000000000000 vn©nnnnnnn©©©©©©©©n dno©©©©©©©©©©©nnno�O�I IIIIIINUU11nnnnnnnn©© �0 , �000000000000000000000 0no 'i0n�'i�'i00o0000000000 000000000000000000000 � 000000000000000000o00 00oo00a00o00��g�® 006000000000000000000000 00000000000 00000000000000000 00 00000000000000000000 00®00�00000��®n�i000o0 000000000000000000 00 000000000000000000000 00 00 000000 0000000 000o000000000000a0000 000000000000000000000 . ��0000000000000000 00000000000000000000©00000000000000000000©000 �0��000000000000n00000000 000000000000000000000 0 0000000000o00�a00000 ■� ©00000000000 00000000 000000000000000000000 000000000000000 00o00 000000000000000000000 000000000000000o00a00 00000000000000© 0©000 X 00000©00000000000©000 000000000000000000000 000000©000000000no000 X000000000000000000 00 000000000000000000000 000000000000000000000 ©He a ©onnnn00nnnnono0nuuu o0no.nnn�0'nnn©©nn©000000 nnon©©�i°nn©onnanoo©©© 0 000000060000000000000000,00000000000000oa00000000 00000000000000 000o00000000000000000000.000000000000000000000000000000o00a00® o 0�uao0oo00000000o00a00o00 000000000000000000000 000000000000000000 O©OO©000©D0©O©OO©OO©OO©0,0000000000000©0000 0000000©00000000000 ��©DODO©©D©ODDOO©DD©DD©©DODO©OOOo©©oO©DOD©00 00000000000000©00©000 0000000000000000000000 00�'0000OOE10©OD©OD©E1EJ©©DODO©0O©oD©0O©0O©DOD 000000000000000000000 00 000000000000000000 000000000000000000000 :000000000000000000000 00 000000000o00000000 000000000000000000000 ��000000000000000000000 000000000000000000000 000000000000000000000 �0�000000000000000ao0oo0 000000000000oo00ou0on 000000000000000000000 ��_;000000000000000a0000000000000000000000000 000,00000000000000©000 Onnnn©©n©nnnRunge n©nnn nnnnnnnnnnnnnnnnnnnnn�nan©®nnnnnnOnnnn©no© ��0�000000000000000000000 0000000000000000oon00 o0on00oo0000000000000 •G 1. 1 Y n •• • • • . •- c • • • • w Ilk 1101CIVINY110 '• • 1 3.500' 3.500" 3.500" 3.500° -��+- .062' --1�-- .062' - -- .062" - "'- .062" F--p� �a� o 1.483° 1.483' 1.483' a a� 1.483° .070' 060" I 1.184° 715" D7D .625' .625" -►� 1.185" �9i •160' "� O HAD JMB FRAME O H ADIJMFLANGE B ME 1.375" O HEAD/JAMB 4O HEAD JAMB FRAME 23 LIGHT SASH HD SASH T 1.375° OREINFORCEMENT OREINFORCEMENT 070" --{[-- 1.1a2" 1-- 3.483° -�I 3.483" �{ 3.483" �•� 3.483" �{ .070" ►I{ .062" --IFr- .oez" .osz" ,791" 1.038" 1.041° D1.340" 1 L .130„ 2.444' D -j 1.331' 1- .-� 2.444" D 2.444° 2.444• �� D REINFORCE IL 27 REINFORCEMENDARD HD MEETING T Ln �0 a Ell L��QO a ❑ REINFORCEMENT 0 .625' 625" FLANGE 1,375• FIN FRAME EQUAL LEG -1- 1.376' O FRE S LL O FRAME SILL 1.375"FVIN O FRAME SILL I} I 1.877, -� �+ 1.641' -�I 1.215" 2.100" 1.472" - 1.565- 1.630' I I 1.376" 2.176" .065" o O .065'7U., .375° / .974' �� .035° _ .590° 07p"=1 .050" -471" .590" .050' .347" I .356° BEVELED 1.000' I-+- 7 .060" � .070 BEVELED S SH STOP I FT RAIL 14 MEETING RAIL 16 SASH RAIL FIXED17 VER 18 SCREW COVER 19 INTERLOCK 20 NTERLOCK COVER 21 WTERLOCK O INTERLOCK COVER - PRODUCT REVISED s;complying with the FLmb 1'ntilJiug Code iccepinnce .to e Revised By: Date: Revision: BY .316° -�I \.. ;:� l.�ilrl::i//•�';. �• Miand ludo Producl'C -+{ .884" .175° .300' ,;:�Ci•.,;,_1\!„c.,:<.. •.'S Revised By: Date: Revision: .754" .750" .035° -�{�f� .025" -i`�-� i ® Description: Drawn By: 72 LAMIIG 81 EXTRUDED 82 ROLLED - :l 6 I�t�j6 ;;;.: WINDOW EXTRUSIONS J ROSOWSKI O SCREEN FRAME O SCREEN FRAME ', Dota: O BEADING �'('j.•'., I;•.i::u,• 1070 TECHNOLOGY DRIVE Atle: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •��''", (941)-480-1600 t%i;;ter\,, �-�,� Serles/Model: Scold: Sheat: Drowing No. Ray. •'d!LYP.E.068705 P.E. CERT. OF AUTH. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A • P.E.#58705 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL BIII of Material BIII of Material,cont. STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE POLYISOBUTYLEN 1/4"NOM. FOAM 3116"NOM. 1 62010 S ngle ung Frame ea &Jambs-J-Channe PVC 720197 Auto Lock Mechanism C Steel WITH DESICCANT WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X11B0PTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame SIII-Flange PVC 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620106 SH/DH Frame Sill-Equal Leg/Box PVC 52 1 420182 UR Pull Rail-lit Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Corner Key Screw) SS KODISPACE SUPER 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7B 4SG TPS 77 SPACERU NXT'h1 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 livetal Tilt Latch Finger Pull Cast ZrnC REINFORCEMENT pOLYl50- DESICCANT FILL AREA 21 620157 Bawled Interlock 6005 T5 AI 59 420180 Pivot t Bar Comer Key PVC tilts°NOM. 22 620145 1 Beveled Interlock Cover PVC 60 720206 Plot Bar SS 5116"NOM. SEAL BUTYL& VINT.GLASS LICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 Al 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 42018B Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fln Plle 67 7858B #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 11-ami-I.G.I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 118"),85+/-5 duro. EPDM 35 78XIMTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7e DURASEAL® 7s XL EDGE7A" 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum O SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 1 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X)000( Constant Farce Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) Ss 85 7CASPM Tenslon Spring SS 6( 42 Spiral Balance 86 618148 Screen Cloth F.Iberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) IVinyl 44 1 78X114FPAX#8 x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material 76 Kommerling 4SG TPS Spacer System PRODUCTRLVISBD 77 Quanex Super S pacer nXr with Hot Melt B uty l See this o8didita .dwnhaeFrarlda Sheet for rtrar4meCode 160714. 78 IQuanex Duraseal Spacer Materials "",_A a o3 Lxpiwrion 79 Cardinal XL Edge Spacer "':' 'i Re,laed Rr Dafe; ReNafon: REFERENCE TEST REPORTS:FTL-8717,8968&8970 '. '•%�.;�;,'- JR 05/05/16 A)ADDED SPACERS BY- Minmi)nde ProducC ReHeed Br Dote: ROVISIon: ®_ Descdptfon: Omwn Dyr i `( BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE Till.: Data: i:,i;.;•,:j;...•'.;:;.•' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: i ''�,"' �"•'••r��`�`` (941)-480-1600 Sedes/Modeh Scale: Sheet: Dmwlag No• Rer. 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. q:Ly14,'-_ILCEA.P.E. 2)ITEMS 9 9-13.15.24,28.29.34,39,61,62,6B-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.N.g 58705 CERT. OF AUTH. #29298 SH-5500 NTS 12 OF 13 MD-SH5500-01 A OPT.SWEEP LOCK O 46 g* qs OPT.AUTO LOCK Y47 20 18 57 OR 58 I 48 (BOR 62 ' B5 45 1 55 ! OPT.PULL RAIL - I I I 22 82 OR B4 19 INTERLOCK 6 COVER ti 56 J l� i 87 •'�� o O I ! i 86 i ''•I I I 35 OPT. 1 f i BEVELED MRERED FRAME WITH _ 21 INTERLOCK y� INTERIOR AND EXTERIOR 16 I o &COVER FRAME WELDS D 18 54 /-@X4 .,•,,i �• I72 X4 18 53 50 ~ 80 OR 61 l �;' . 14 -------•_ \ , •�'''••, SCREEN P-�tPGH- 49 6D OPT.PULL HANDLE ASSEMBLY Q 64 WITH LATCH DETAILS 41 R CONSTANT FORCE J 65 16 82 OR 83 BALANCE e ------- OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE ;;•� P 83 67 1 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR ASSEMBLY FRAME WELDS 37 66 : 3s DETAILS EXTERIOR, 3859 1 O -- AgCHES 70 BgUN 5 _ 53 __ ce :vs cmnpl Ont with 183 Flnildu•1 nO Code _ __ .� ` •,,!:�; e FRAME Rvised " Dcte: Revision:slon: pirakmD to y'/ BY ASSEMBLY DETAILS Reused By. Dole: Revision: • may_ .,, ® Description: Drawn By. EXTERIOR` - IT - EXPLODED ASSEMBLY J ROSOWSKI : NOTES •. ;;v� [(� :l'rr:.;-�. - 1070 TECHNOLOGY DRIVE RGe: Date: ,)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. •..7i,i?,;:t!,. �;':� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. �'i''.�;'jr. (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 687. /r,,' �:'��' Series/Model: Scale: Sheet: Draw(ng Na. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A:LYNN�MILLE)1,P.E CERT. OF AUTH. #29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A P.E.iI 56705 9/30/2016 Florida Building Code Online_. JBCIS Home ( Log In User Registration ( Hot Topics Submit Surcharge Stats&Facts j Publications FBC Staff BCIS Site Map Links I Search Rw iid3 A. pra'- wo)Product Approval ;USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail «k a FL# =2014 Application Type Code Version Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory 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 Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/15/2016 Date Validated 03/22/2016 Date Pending FBC Approval Date Approved 03/22/2016 Date Revised 09/07/2016 hUps://floridabuilding.org/pr/pr app dM.aspx?param=wGEVXQMDquUsDrhuM3DGCgL7xgPPa!MYt)(5xTYajGo%3d 1/4 9/30/2016 Florida Building Code Online Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-0528.23 M.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.8 HR-2710MI(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 13-1125.03 MI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 13-1125.03 MI.Ddf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0903.11.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R20 II 15-0903,11.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party., information. Evaluation Reports Created by Independent Third Party: 242.10 HR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0903.10.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R20 II 15-0903.10.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent.Third Party: information. Evaluation Reports Created by Independent Third Party: 242.11 SGD-2500 Window(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0609.09 WDW.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-0609.09 WDW.Ddf Acceptance(NCA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.12 SGD-770 Window(Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-1013.16.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-1013.16.Ddf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: BacE< Ptext: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 4S5,F.S.,please click here. Product Approval Accepts: eClxsk hfps://floridabuilding.org/pr/pr_app df.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7xgPPaiMYtX5xTYajGog/o3d 3/4 MIAMI-D ADE MIAMI-DADE COUNTY 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Nvww.miantidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL N275 SCOPE: This NOA is being issued under the applicable utiles and regulations governing the use of construction materials. The doemnenntation 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 duality 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 sttspeud 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 tine 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-1-IR5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18,dated 05/15/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with tine Notice of Acceptance number and approval 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 tine manufacturer's name or logo, city, state, modeUseries, 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 all 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 consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0903.10 MIAMFExpiration Date: September 24,2020 1,05 I5 Approval Date: September 24,2015 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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 FB C 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 Idalmis Ortega, P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with narked-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. 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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL4074, dated 11/06/14, signed and sealed by Idalmis Ortega,.P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511' Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 Manuel Pe .E. Product Control xan ner NOA No. - 03.10 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-1 PGT Industries Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916:10 issued to Kuraray America,Inc. for their "ButaciteO PVB�Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc..for their "SentryGlasO (CIear and White) Glass Interlayers" dated 06125/15, expiring on- 07/04/18. n07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02%28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with IBC-511 Edition (2014),dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest,dated August 28, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. 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. G. OTHERS 1. None. - Manuel re ,P.E.. Product Contr 1 E. miner NOA No. -0903.10 Expiration Date-, September 24,2020 Approval Date: September 24,2015 E-2 DESIGN PRESSURE RATING IMPACT RATING 2.5 ANCHORS.SEE VARIES PER REINFORCEMENT LARGE&9MALl MISSILE .CLUSTER DETAILS SHEET 6 -—«•{ 12-314'MAX.O.C. 1-ltd' - LEVEL,SEE SHEETS&$ IMPACT RESISTANT 8'MAX.. I_. I B•SEE MAX. -1 � SEE SHEETS —►� - r.—i,,.- 8_1g �„D,SEE 2.6 ANCHORS,SEE CLUSTER (' - -� SHEET3 t---- SHEET4 DETAILS SHEETS 15.85' _ 8.04'MAX.O.C. MAX.O.C. ,�8,SEE _•------_ r—• A.SEE�._—. ._._. 10'MAX_:_ _.,._�. C,SEE'' ___.._._._ .._._._._._._._. 8"MAX. t I'_-- SHEET 3 SHEET3 1 10'MAX. -] {i SHEET4 T �J_ C E,SEE EQUALLY �� MAX.04. 72' 72' E SPACED l/ a Ij MAX. t/ /t-, Jf MAX. EQUALLY 63' ANCHORSPER 1 I!/ BUCK ...111 1/ `u✓/ BUCK f f TABLES I7-27 HEIGHT HEIGHT SPACED ''j ANCHORS PER <j BUCK . SEE T f I TABLES 17-27 AHEIG T I SHEETS —! I {Y 9.16 i 15.67' O X_ ( O X X O X I MAX.O.C. 8'MAX, W MAX. I SEE SILL LEPHOLES ISEE SILL WEFPHOLE� .C. 13'MAX. WEEPHOLE SILLDETAILS, 4'Q.C.SHEET3 EN —►- DETAILS, BETWEEN 3'MAX. WEEPHOLE4'O.C.BETWEENL.- B SHEET4 EEPHOLES �'-""D DETAILS• WEEPHOLES 3' • 75'MAX.BUCK WIDTH SHEET 3 75'MAX.BUCK WIDTH 140"MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE H VHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOAD$TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES.._.................•...1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 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. OPTIONS.............................2 7)DESIGN PRESSURES: INSTALLATION,FLANGES A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. - EQUAL LEG/BOX.................3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PERASTM E1300. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL......................4 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 GLAZING DETAILS........................5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, I DESIGN PRESSURES.......,_...,....,e-6 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................9.16 10)REFERENCES:TEST REPORTS FfL-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTO WHITE&BRONZEILIGHTER EXTRUSION PROFILES&BOM_17 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY..............................„.....18 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED By BUILDING OFFICIAL. Approved as toMpl}1ag W1111 lb* DETERMINE REQUIREMENT OPENING ;�� NIICil1t) rW a old[USER INSTRUCTIONS: FBate C 1)DETERMINE THE SITE SPECIFIC.WINDOW OPENINGSDESIGN PRESSURE REQUIREMENT USING ASTANDARDASCENOA U 2)KNOWING L � WINDOW CONFIGURATION OPTION FROM (TABLE ANDkLYNN RevisedBy: Dote: ResoadDdoProduct Control REINFORCEMENT EVEL, YOUWNDOWSDESIGNPRESSURE FORTHE WINOW USING . .... it,P�%r BT TABLES 6-16(SHEETS 6.8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Revked Ey: Date: Revlalon: OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 7ti' No.58705 '¢T 3)DETERMINE THE MOST.SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION CONDITIONS0 /yy 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFYTHE ANCHORISUBSTRATE WILL MEET - Irl: - ® Description: ihnwn 8y; REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2OR3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEETIST IS W GENERAL NOTES&ELEVATION J ROSOWSKI SET ARE MET. Dote: 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINlJ-CHANNEL INSTALLATION. F -a<(/, 1070 TECHNOLOGY DRIVE Tree: USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. tC�'G�-•C21�� N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS nit SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, S��NAI�i� ,\\ P.O. BOX 1529 Sadaajdfodee Seats: Sheat; Dtauinq tta. Rev: N P.O. B FL 34274 INTEGRAL FIN OR EQUAL LEG/80X),SEE FIGURE B ON SHEET 2 A.L�tJt✓IrIIILER,P.E. CERT.OF AUTH. #29290 HR-5510 .NTS 1 OF 18 MD-HR5510-01 P.E.e 6870.5 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed from Extetlor to Interior) Frame Glass Type Types Options Installation ltlons Substrate Option Dotail Shoot 5 7/8"Laminated I.G.:118'A Exterior Cap+7116"Alr Space+5116"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer y (see Fig B) (see Table 1) 6 718'Laminated I.G.:1/8°T Exterior Cap+7/16"Air Space+5116'Laminated;(2)Lites of 1/8"A Glass with.090°PVB Interlayer Through the ....into 2X Wood Frame/Buckstrlp-sheet 4,option 5 7 718"Laminated LG.:3/16'A Exterior Cap+318'Air Space+5116'Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer J-Ghanne( 1-4 Integral fin...... ....info Mete]-sheet 4,option 8 8 7/8'Laminated I,G.:3116'T Exterior Cap+318"Air Space+5116'Laminated;(2)Liles of 1/8"A Glass with.09D°PVB interlayer (#1) Through the name ....Into 2X Wood Fralne/Buckeldp-sheet 4,aptlon 6 .,......•, 10 7/8'Laminated I.G.:1/8`T Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Lites of 1/8'H Glass with.090"SG Interlayer of the wim0wInto Metal-sheet 4,option 7Into 2XWood FramelBuckstdp-sheet 3,option 1 11 ' 7/8'Laminated i.G.:3116°A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8'H Glass with.090'SG interlayer Flange Through the home....into Concrete/CMU-sheet 3,option 2 12 718"Laminated I.G.:3/16°T Exterior Cap+318"Air Space+5116"Laminated;(2)Lltos of 1/8"H Glass with.09D'SG Intedayer (42) 1-a at the willow..........Waugh 1XBucketrip Into Concrete/CMU-Sheol 3,option 3 14 7/8"Laminated LG.:1/B"T Exterior Cap+61W Air Space+7116"Laminated;(2)Was of 3/16'A Glass with.09D"SG Intedayer into Metal-shoot 3,option 4 15 718'Laminated(.G.:3116'A Exterior Cap+1/4'Air Space+7116'Laminated;(2)Utes of 3116"A Glass W8h.090"SG Intedayer p-sheet 4,option 5 16 7B"Laminated I.G.:3116°T Exterior Cap+114"Air Space+7/16'Laminated;(2)Lites of 3116"A Glass with.090°SG Interlayer Integral Fin 1-4 Integral fin........ ....Into Metal F��uion 8 s XWoodFramet8 _ -sheet 4,option 8 EE SHEET 6,TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAGE INDEX, ( ) Thro h the fame....Into 2X W uckstd ahaet 4, (long of the window...... into Metal-sheel 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5, it 8 ....Into 2X Woad Ftame/Buckstrip-sheet 3,option 1 M]n.Edge Mtn. MAY NOT USEDD IN THEE Box r •Brough the fame....into Concrete/CMU-street 3,option 2 Group Anchor Substrate Distance Embedment' HVHZABOVE30'. Eq(44) 1-4 ofihewindow...... •,„through iXBucksldpInto Concrete/CMU-shoat 3.option 3 #10 SMS P.T.sou em P ne(SG= . ) 16"' -11181- •MIN.OF 3 THREADS ....Into Metal-sheet 3,option 4 (steel,16.8 S.S. Steel,A36• 316' OA50° BEYOND THE METAL Steel Stud,A653 Of.331 3/8" 0.0451'(18 Ga.) SUBSTRATE.FOR Or 410 S.S.) FIGURE B:FRAME TYPES A Aluminum,6D63T5` 378° 0.450" STEEL STUDS, 'A'=ANNEALED P.T.Southern Pine(SG=0.55) 7/16' 1.318° MIN.Fu=45 K51& 'tf HEAT STRENGTHENED MIN.Fy=33 KSI. 'T"=TEMPERED 3116'Steel Ultracon Concrete(min.2.85 ksl) 1' 1.318" •PVB•=•090•BUTACITEO PVB Ungrouted CMU,(ASTM C-90) 2-1/P° 1-114' 'UNGROUTED CMU" 2 0 JLEG BY KURARAY AMERICA,INC. P.T.Southem Pine(SG=0.55) 9116' 1••y$" VALUES MAY BE #12 SMS USED FOR GROUTED 'SG'=.e90'SENTRYGLASS B (steel,18-8 S.S. S e ,A 631$° D,050" CMU APPLICATIONS. INTERLAYER BY KURARAY Steel Stud,A653 Gr.33` 3/8' 0.0451` 1$Ga. FLANGE AMERICA,INC. or 410 S.S.) ( ) INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS: Aluminum,6063.751 3/8" 0.063" Concrete(min.2.85 ksl) 1' 1314• 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON C 114"S1Bei'UitraGOn Ungrouted CMU,(ASTM 2.1/2° 1-114" TABLES 2 A 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 1/4"steel Creteflax Concrete(min.3.35 ksl) 1' 13/4' USED ON ANY SIDE OF THE WINDOW. 1/4"steel Ultracon Concrete(min,2.85ksl) 2-1/2' 1.3/4° 2)MASONRYANCHORSMAYBEUSEDINTOWOODASPERTAFILE 114"steel UllraGon P.T.Southern Pine(SG=0,55) 1° 1.318' 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO 1 0 3 0 114"steel Cretellex Concrete(min.3.35 ksl) 2-V2 1.314" BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD J-CHANNEL INTEGRAL D 1/4"steel Creteflex BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X FIN P.T.Southam Pins{SG=0.55) 1' 13/6° BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-1/2' 1-318" TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 1/4"steel A re-Gator P.T.Southern Pine SG=0.55 1" 1 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR Grouted CMU,(ASTM C-90) 27 2" ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. approvtd u cumptyinE with th. Greu Anchor Substrate Min.Edge Min, Placid y hit c r p Distance Embedmone 4)SEE SHEET 14 FOR OPTIONAL EGRESS LOCK DETAILS. Balc Q E 2-112 x.131'Common Nall P.T.Southern Pine SG=0.55 3l8° 2.7/18' �� 14 RoWmed Dy: Oofe: NOAH (� ( ) �� LYNN v// Ravlrlom rml de Product ulrot 2.1/2'Ring-shank Rooling Nail P.T.Southern Pine(SG=0.55) 318' 2.7118' ; Off{.•• ••.�JQ /�i = '� P.T.Southern Pine(SG=0.55) 112` 1�/8" e P t•' 4\CCNSF •..;p Redsed fly- 8y: Date: fteNafan: #10 Truschead SMS Aluminum,6003-T5• 318' 0,050° !r (steel,18-8 S.S. No.58705 Steel Stud,Or.33' 3/8' 0.0451°(18 Ga.) _ M 410 S.S.) •MIN.OF 3 _ 6 Deecrtptfom Omen ay: F Steel,A38- are` D-DSD" THREADS BEYOND bC a GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=0.55)#12 EMS 9/16" 1-3/8' THE METAL '�} qF � 1070 TECHNOLOGY DRIVE THIe: Date: Aiuminum,8063 TS• 318' 0.083' SUBSTRATE.FOR C fi [� N.VENICE,FL 34275 (steel,I"S.S. STEEL STUDS, % �,, •.,<oR�D?.•'�,�; HORIZONTAL ROLLER-LM 05/15/15 Steel Stud,Or.33• 318" 0.050' , , �� P.O.box 1629 Or 410 S.S.) Steel,A38' 3/8' 0.050• MIN.Fu=45 KSt& ��t` NOKOMIS:FL 34274 S fN� Scato: Shoel: Drawing Na. Rer. MIN.Fy=33 KSI. A.LYNN¢QghBR,P.E. P.E.#58705 CERT. OF AUTH, #29296 HR-5510 NTS 2 OF 18 MD-HR5510-01 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHORTYPE, INSTALLATION 21 OR 22 23 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGEOPTION 4 BUCKSTRIP INTO CONCRETE/CMU. OPTION I - DISTANCE PER SUBSTRATE, ANCHORED THROUGHSEE iNS7ALlATION NATES SHEET21 (SEE SHEETS SEE NOTE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL TYPICAL FOR L. FRAME INTO 2X WOOD Xo"OR'OX"SA H 1/4"MAX SHIM EMBEDMENT FRAME OR BUCKSTRIP. 116 29 SEE NOTE 2,SHEET 2. IW MAX SHIM 13 19 16 /-030 EMBEDMENT 20 OPERABLE 43 FLANGE *11)UK;112 STEEL SASH EDGE FRAME sms(G5).SEE 37-30 DISTANCE SHOWNTABLE 2,SHEET 2. 2 28 –1/4'MAX 41 'ju Typ.EMBEDMENT AND ANCHOR TYPE, ❑ FIXED 13 LITE VISIBLE —EDGE DISTANCE PER 72 LIGHT WIDTHSUBSTRATE,SEE L TABLE 2,SHEET 2. r�r O DADE APPROVED MULL , as 87 ION FBG COMPLIANT L�JVISIBLE 42 L G ALUMINUMISTEEL FRAMING FLANGE 72 LIGHT WIDTH EXTERIOR EQUAL OR STEEL STUD.MAY BE FRAME 14 4 VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN n24 OR n25 OR 26 LEG (1)AT MID-SPAN OF INTERLOCK LIGHT LITE SEE SUBSTRATE PROPERTIES. (SEE SHEETS 6-8)TYPICZFOR ALL FRAME (1)3-112'FROM EACH SASH HEIGHT TABLE 2,SHEET 2 *XO*OR'OX'FIXED MEETING RAIL SHOWN RICORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILESIRAILS 28 29 HORIZONTAL SECTION A-A(OX) 22 OR 23 BUCK 16 –@'a (E30 19 (SEE TS 6-8)TYPICAL HEIGHT EXTERIOR R.'." � 'on 4 OPE 20 OPERABLE 43 FOR ALL'XOX'SASH OPERABLE AV T SASH S SASH VISIBLE 37-39 21 OR 2@2 OR 23 LIGHT a r ,8) HEIGHT 28 0 (SEE SHEETS r TYPICAL FOR OL 41 ALL SASH– 16 FIXED 8@6–\, u VISIBLE LITE VISIBLE VISIBLE 45 47 GHTWIDTH LIGHT WIDTH 9 L OPERABLE SH ILE HTHEIGHT 29 FLANGE FRAME WEEP OFT. 87 NOTCHES 29 3/4'X114' 80 42 VISIBLE EXTERIOR –J34) 26 72 1-114'X1!4'- LIGHT WIDTH 14 2 (SEE SHEETS 6-8)TYPICAL FOR 4� 33 ALL'XOX!'FIXED MEETING RAIL 1/4'MAX BUCK WIDTH SHIM EQUAL-LEG 4ppmvtd as complying with ftw. HORIZONTAL SECTION E-E(XOX) FRAME Florld *1 C EQUAL LEG INSTALLATION AS PER SECTION A-A ABOVE WIN Date, Revision: NOA# a SHO 0.11 Z FRAME SHOWN yo Revised F�n 51C LYNN'V11 /"' MillIf ID d,P INSTALLATION EMBEDMENT ......... 'N By ocii S"- Revised By: Date., Ravislan- OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO No.58705 CONCRETC/CMU, EDGE Doserlptlon: Drawn TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS 'j )3 FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE -LITE,XO I- _//VERTICAL (EQUAL &OX) 7j, DISTANCE PER SUBSTRATE STAI E 141 1070 TECHNOLOGY DRIVE 7111a: Date: SEE TABLE 2,SHEET 2: SECTION B-B WIDTH*BUCK WIDTH 12-4-1/4* N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-711/4' P.O. BOX 1529 NOKOMIS;FL 34274 HR P.E.fE 58705 PE CERT. OF AUTH, -5510#29290 NTS 3 OF 18 MD-HR5512-01 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X 21 OPTION 7 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME (SEE SHEETS 6.8) NOTE 2,SHEET 2. SEE INSTALLATION NOTES SHEET TYPICAL FOR ALL EMBEDMENT ANCHOREDTHROUGH INTO METAL(INTEGRAL INTEGRAL FIN INTO 2X I..f EMBEDMENT FIN/FLANGE REMOVED) "XO'OR'OX"SASH O WOOD FRAME OR BUCK- 18 29 STRIP.SEE NOTE 2, EDGE --�-I 114'MAX.SHIM 13 19 18 30 28 EDGE SHEET 2. DISTANCE 20 40 OPERABLE 43 DISTANCE #10 OR#12 STEEL SASH o _ J•CHANNEL SMS(GS),SEE Q 37-39 - FRAME SHOWN TABLE 2,SHEET 2. 28 TYP.ANCHOR TYPE, 0 cl ❑ EMBEDMENTAND ❑❑❑ ❑ 1 FIXED 41 0- JI '� EDGE DISTANCE PER �1/4'MAX SHIM 1 ❑�� r_ VISIBLE I a (SCREWSHOWE TYP.ANCHOR TYPE, 'IN ANO LITE _,I LIGHT WIDTH TABLE 2,SHEET 2. EMBEDMENT AND EDGE FLANGE MAY BE O (SCREW SHOWN) DISTANCE PER SUBSTRATE, REMOVED IN-FIELD 72 SEE TABLE 3,SHEET 2. pa� ° li 85 B7 FIN 0 � FRAME 13 .. o I VISIBLE 42 p SHOWN RADE APPROVED MULLION, '1 LIGHT WIDTH 1- EXTERIOR 2g FBC COMPLIANT72 14 3 V ALUMINUM/STEEL FRAMING 24 OR OR 26 v 25 OR STEEL STUD.MAY BE (SEE SHEETS 6-8)TYPICAL FOR ALL VISIBLE FIXED VERTICAL OR HORIZONTAL. LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR`OX'FIXED MEETING RAIL BUCK WIDTH INSTALLATION HEIGHT TABLES 283,SHEET 2. 22 OR 23 OPTION 8 HORIZONTAL SECTION C-C(OX) (SEE SHEETS 6-8) ANCHOREDTHROUGH TYPICAL FOR FIN INTO METAL 29 30 16 19 16 ALL"XOX" (FLANGE MAY BE REMOVED) 28 OPERABLE SASH BUCK EXTERIOR T OPERABLE 40 20 SASH #10 OR#12 STEEL HEIGHT a T Q o = 37-39 ❑ SMS(G5),SEE VISIBLE ❑ I-, `~I-�o -� OPERABLE 0 TABLE 2,SHEET 2. 21 OR 22 OR 23 LIGHT SASH , " I� i, ' (SEE SHEETS 6.8) HEIGHT L�) ,L.i_ 28 41 LJ� I'i-`- ❑ TYPICAL FOR i ❑ - FIXED ALL SASH J— 16 ❑� I VISIBLE I LITE . I VISIBLE I_�❑ --rl _ o o _ x„""111TT 86 45 47 LIGHT WIDTH -� LIGHT WIDTH OPT. BO 81 _---,, FIN O 8i 1 FRAME 87 5 iWEEP C_- 0O NOTCHES 29 29 SHOWN 0a VISIBLE 42 EXTERIOR 314'X 114" 25 OR 26 LIGHT WIDTH 72 14 1 J-CHANNEL 1-114"X 1/4" 3 (SEE SHEETS 6-8)TYPICAL FOR V FRAME 15 ALL"XOX"FIXED MEETING RAIL SHOWN 33 - BUCK WIDTH 3 114"MAX �ppmvcd o tumplylol;n11Y IM SHIM HORIZONTAL SECTION F-F(XOX) plmlda Idln c a p (1)AT MID-SPAN OF INTERLOCK INSTALLATI?V AS PER SECTION D-D ABOVE NO AN FIN FRAME -TT7-'' 43 (1)3-1P2'FROM EACH SASH j1 V I I III/ M ml D P-dacl C nhdf } CORNER AND(1)AT CENTER OF , Rovlsed By: Date: Revision: SHOWN I SASH STILESIRAILS \��0�.••••••••nf/�(��ii Br TYP.ANCHOR TYPE, c� 1yCCNSF •,•� Revision: EMBEDMENT AND d 2 1Y-� �'• EDGE DISTANCE PER EDGE DISTANCE z: No.58705 _ Ravlsed Data: SUBSTRATE,SEE SEE �+L _ TABLE 3,SHEET 2. --.1 EMBEDMENT : �1.� Deecdp6on: DrawnVISIBLE LIGHT FORMULAS ,p . o J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI VERTICAL - C7 W; Date: ANCHORED THROINSTALLATIUGH ONTEIOAL FIN SECTION D-D N 5 (EQUAL-LITE,XO&OX� '� n� FLORIN?.•-�;�` 1070 VENCICE,OFL 34275 Ltle: WIDTH:BUCK WIDTH/2-4-1/4" % SS'•'•••••'• �a HORIZONTAL ROLLER-LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-114" ��vv �pN/�(_E%��` P.O. BOX 1529 STRIP.SEE NOTE 2,SHEET 2. / I I I i I 101" NOKOMIS, FL 34274 Serial/Model: Seale: Sheet• Drawing No. Rav: A.LYNN MILLER,P.E. CERT. OF Aum. #29295 HR-5510 NTS 4 OF 18 MD-HR5510-01 P.E.#68705 4'MAX,O.C. 778'NOM. 710'NOM. 7!&'NOM, 718"NOM. V I 5/16'AIA PVB 5/16'AtA PVB 5116"AtA PVB 5116"AIA PVB -- 7116'AIRSPACE-- 7116"AIR SPACE-- 318"AIR SPACE— 3/8"AIR SPACE— 1/8!'A GLASS----\N 1/8"TGLASS--\ 3/16"A GLASS 3116"T GLASS EXTERIOR EXTERIOR <�]96TERIOR EXTERIOR 10 aR"'A a 5-ANCHOR CLUSTER DETAIL DURASEAL, DURASEAL, DURASEAL DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR 4-MAX.O.C. CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 7J0'NOM. 718"NOM. 719'NOM. 719'NOM. 5116"HIH SG 5/16"H1H SG-- 511 V'H/H SG 7/16'AIA SG- 7/16'AiR SPACE 318"AIR SPACE— 318"AIR SPACE 6/116"AIR SPACE--\ 4-ANCHOR CLUSTER DETAIL 118"T GLASS---\ 3/16'A GLASS---\ 3/16"T GLASS 116'T GLASS---\ 1�3 EXTERIOR EXTERIOR <:1 EXTERIOR EXTERI �EXTERIOR \0 4'MAX O.C. DURASEAL, DURASEAL, DURASEAL, DURASEAL SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OF HKL CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 718"NOM. 7/6'NOM. 112"NOWGLASS 3-ANCHOR CLUSTER DETAIL (SOR@OR 78 BITETYP. 7/16"AIA SG 7/16'AIASG--�� r MAX.O.C. EXTERIOR 72 74 114"AIR SPACE— 114"AIRSPACE 4'MIN.CQ. 311WA GLASS--\ 3li6"TGLASS ---\ I I <�:! 28 <:]EXTERIOR �EXTERIOR 75 DURASEAL, DURASEAL, JJ SUPERSPACER SUPERSPACER //V CARDINAL SPACER CARDINAL SPACER 4PPmvcd ax—plyingwilk It,. u GLASS TYPE 16 0,MkInm,gc 33 GLASS TYPE 15 ale NGAN 2-ANCHOR 0 Ly Ravlood W. Date.- Revision: *-I1 .V.e Pmd.0 co.but �NN Ity- N Revised Vy: Onto, R.W91m. Typ.GLAZING DETAIL J* No.58705 GLASS Drawn Byr ED IN THE 7 1 R SOWSKI GLAZING DETAILS TYPES MAY Y NOT BE GLAZING NOTES' HVHZ ABOVE 30'. W=ANNEALED I HEAT STRENGTHENED 5 T "TE OF 1070 TECHNOLOGY DRIVE IWO: Data: S 5/15/16 PV8 BY KURARAY AMERICA,INC. N.VENICE. FL 34275' -LM IGLASS TYPES 10-12 14-16 HORIZONTAL ROLLER WINDOW MAY NOT BE USED WITH 'SG*=XOT SENTRYGLASQ)INTERLAYER BY KURARAY AMERICA,INC. P.O.BOX 1529 _." j NOKOMIS.'FL 34274 serraw/Medgh Sheaff Drawing W j GLASS FOR LAMINATED GLAZING COMPONENTS.SEE TABLE I.SHEET 2. CERT. OF AUTH.#29296 ' Y-FIN A _'w'* 1 5 OF 18 MD-HR5510-01 J.c ANNEL OR INTEGRAL FI HR-5510 l'5NTS -- - TABLE 6: TABLE 7: Glass Types Design Pressure(ibslft2) GlassTypes Design Pressure(Ibsltt2) 5-e torMorOXWindows 6-8 torXOorOXWindows Relnt Level R1 All Buck Heights up to 54' Ralnt Level R2 All Buck Heights up to 54' All Buck Width. All Buck Widths up to 75' +501-50 up to 75" +651-70 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 0 0 HEADER HEADER TABLE 5: Index to All Design Pressure and Anehor quantity Tables SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 0 21 FOR WINDOWS WITH O 21 Max. Max. Giese ReinL, Design Pressure Anchor Quantity LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT fi g' Width FAloht 'typo Levet (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH o IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT 54' 1 6 a e FRAME TYPES& FRAME TYPES& 76' 54" 5 2 7 8 1a 9 CONFIGURATIONS) 21 CONFIGURATIONS) � 21 63' 3 a 7 19 10 72" 4 10 a 20 10 ?0 54' 1 9 a 17 9, Q Of 64' 2 7 8 16 9 OX 75" 63" S-@ 3 6 7 i9 10 a 03" 4 11 8 21 11 EXTERIOR 72' 4 10 a 20 10 �] SILL SILL 75' T6' 10-12 4 12 a 22 it 14-18 4 12 a 22 11 5.8 3 0 7 23 12 120' 63' S&8 4 13 8 24 13 SASH WIDTH SASH WIDTH E-x 7&8 4 14 0 25 14 140' 63' 10-12 4 15 26 15 e i4-18 4 i5 a 27 18 MEETING RAILa MEETING RAIL 24 25 ? o 21 21 0 21 21 JAMB ExtEmort JAMB %IE EA10 V V 4pprovsd as camptying wa 19E 0`dq,@o4tlpg Cas . yttlll711 Nf)AD }t' 't`�pN`{ LYNN A,f1£�4�` Revised By: Dote, Rev(efon: Miami OsdcProd.c1 1M -?y� �4 •.•'�\CENSE . '1' by Redaed 8y; Dote: Reviston:-- •!r r No.56705 ad Description: Drown or. NOTES; �'•, 15 DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ("�i'., 'TT N.VENICE, FL 34275 3)FO SIZES NNOT HOWN,,ROUND NDCTETHATNEXT THOSE WIDTH SASHORHEIGHT DI6ENSIONSHOWN NS FALL NNONTHE THE TABLE. '/��srs�{�lA�'�r` 070 TECHNOLOGY DRIVE Me: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SHEETS 34).SASH SIZE IS AS PER THE FIGURE. ��;` 1 NOPO. BOX L1529 HORIZONTAL ROLLER-LM 0515/15 RANGE IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN q,LVNIJ?MILLER,P.E. SsrteafModch 5cok: Stmeh Drawing No- Rer. THE RANGE. P.E.#$6705 CERT.OF AURI.#29298 HR-5510 NTS 6 OF 18 MD-HR5510-01 TABLE 8: Glass Types Design Pressure(Ibslltl) 5-8 for XO or OX Windows Relnt.Leel R3 All Buck Heights up to 03' O ' Ali Buck Widths +501-50 HEADER up to 75' f SEE TABLE 19 FOR ANCHORAGE IIII TABLE 9: Glass Types Sash Design Pressure(Ibslfte)for XOX 225.8 Sash Rehd.Leel CofdiOursllon WiRange (i Windows (n) Window Buck H SASH R3 48' 64' - 63• HEIGHT 35.1!4" Y3-%-Y, 11.391.11.391 +50.0 50.0 +50.0 50.0 +50.0 1 •60.0 Q p 38' %-Y.-Y. 12.308-12.308 +50.0 -50.0 +50.0 -50.0 +50.0 1 -60.0 u 224�1�„ %.%-% 11.391.13.397 +&0 -50.0 +50.0 50.0 +50.0 .50.0 R''/a% 13.398.14.683 +5Q0 •50.0 +50.0 50.0 +5D,0 50.0 O 47-314` f 11.391.12297 +%0 -5Q0 +50.0 -50.0 +50.0 54.4 'y'% 12.298.15.558 +50.0 50.0 +50.0 50.0 +50.11 .50.0 1=xren n SILL Custom 11.391-12.010 +50.0 340 +50.0 •50.0 +50.0 50.0 52-118" %-(% 12.017.13.397 +50.0 50.0 +50.0 -me +50.0 50,0 p '�•�-'/ 13.398•17.016 +50.0 1 -5QO +50.0 •50.0 +50.0 -So .O Custom 11.391-13.397 +50.0 1 SOA +50.0 .50.0 +50.0 .5o.0 SASH WIDTH 60 %'%-% 13.398.15.360 +50.0 .50.0 +60.0 50.0 +50.0 •5D.0 h%-y 15.36,•19.641 +50.0 50.0 +50.0 •50.0 +50.0 .50.0 MEETING RAIL Custom 11.391-13.397 +60.0 SOA +60.0 .50.0 +W.0 50_0 0 75'_ . !/4-y,-Y, 13.398.19.110 x50.0 50.0 +60.0 -50.0 +50,0 50.0 25 'l,%-% 19.111-24.041 +50.0 •50.0 +50.0 •50.0 +5D•0 .50.0 Custom 18.360•19.397 +50.0 •50.0 +%0 50.0 +491' •49.1' 22 22 0 96" Y,%-Y4 19.396-24.300 +60.0 -540 +60.0 •50.0 +50.0 •50.0 JAMB eK7f6�n 24.361-30.360 +50.0 50.0 +50.0 50.4 1 +50.4 1 50.0 V 120" y.%-% .30 -- .360 +50.0 •50.0 1+50.0 50.0 +49.1'1•49.11 +501.50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE +'MIN.SASH SIZE_WINDOW WVIDTH-5928 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES& ♦pprsyed ai mmptYiag w9bfm, CONFIGURATIONS) - - FMrtds d1 C hate \\�\\\fly{ LYNN 21J(�/��i Revtaed 6y; Date: Revision: }loot da oq 1 • � +��'-..•GENS •' '{t` i P: Reload B), Date: Ravkkn: ' No.58705 ® Deeerlp0on: Drown NOTES: = v : pt )7 f15 DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FORALL WINDOWS INSTALLED THROUGH HE FRAME OR INTEGRAL FIN. S+7 TE 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. '�,�•'•,• F. P ;' y 10N 0 TECHNOLOGY Rhe: Data; 4rIX11213)FOR 14°AND•113S NOT 1131130UND UP TO THE NEXT AVAILABLE WIDTH OR`INDIdATETHAT THOSE S ANDARDSASHCO FIGURATIONSFALLWIHIN HESASHWIDTH JIGHT DIMENSION SHOWN ON THE TABLE. //��j�r'S�( �1�1,�r�G NOK.O. 1629 HORIZONTAL ROLLER-LM 05/15/15 RANGE IN THE ADJACENT COLUMN.°CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WIHIN A LYNN MIL4.�f,P.E. /biadst• Sw7a• Stmei• Otewlnp Na. Rer. THE RANGE. p.E# 705 CERT. OF A117H. (129296 HR-5510 NTS 7 OF 18 MD-HR5510-01 TABLE 11: TABLE 12: TABLE 13: Glass types Design Pressure(Ibslft')for Glass Types Design Pressure(Ibsife)for Glass Types 5-8 10-12&14-18 5&6 seah Width DesignPressure(IhHe)forXOXWindawe TABLE 10; XO Or OX Windows XO of OX Windows Width --i-- Retnt.Level Confoumtfon 2 Relm.Late .• Window Buck Height Reln1.Level Willow Buck Height Range On) Window Buck Height Glass Types Design Pressure(IbsHt} R4 48` 54" 63' R4 54' 63` 78" � 4W S4' 63- 6-8 for XOor OXWindows 25-112" +85.0 .70.0 +65.0 -70.0 +65.D -70.0 .�SS 25.112' +65.0 410.0 +85.0 -110.0 +8.5.0 -110.0 Custom 11,381-13.397 +65,0 -70.0 +65.0 -70,0 a65.0 70,0 +BS.O -65.3 Relnt Le}ei R4 All Buck Hoighte up to 72' � 28' +85.0 •70,0 +65.0 70.0 +65.0 -700 +z 28' +85.4 110.0 +85.0 -110.0 +85.0 -110.0 �' Y-Y-Y 13.398-15.360 +65,0 -70.0 +65,0 70.0 +65,0 •70.0 +85,0 70.0 Io 75' +Sq!-50 36• +85.0 70.0 +65.0 .00 +65,0 -T0.0 42' +85.0 •110.0 +85,0 .1 -85.0 -110.0 Y.-Y.-Y. 15.361•19.847 +65.0 -70.0 +65.0 -70,0 +65.0 70.0 +85.0 -70.0 All Busk Widiha 10.0 Custom 11,391-13.397 +85.o -70.0 +65.0 •69,6 +03.3 •63.3 +53.2 -63.2 up 10.0 +85.0 -110.0 Y 48' +850 -70.0 +65.0 -70.0 +65,0 •700 48' +85.0 •110.0 +65,0 -110.0 +65.0 -110.0 ' 75' Y,%-Y. 13,398-19.110 +65.0 •70.0 +65.0 -70.0 +65.0 •88.5 +56.2 -66.2 SEE TABLE 20 FOR ANCHORAGE g Y-Y% 19,111-24.641 +65,0 -70.0 +85.0 -70.0 +85.0 •70.0 +65.0 -68.0 6D' +65.0 -70.0 +65.0 -70.0 +85.0 •700 60' +65.0 -Y 10.0 .65.0 -110.0 +85.0 •03.9 75` +850 •70.0 +65.0 •70.0 +64,3' •04.3' 75' +65.0 -11D.0 +65.0 -103.5 +65,0 -80.0 Custom !8.360-19.397 +65,0 70.0 +59.9 -69.9 ++,15,5 .55,5 +49,7 •49.1 +651-70 FOR GLASS TYPES 6-8 SEE TABLE 22 FOR ANCHORAGE �• Y•Y-Y 19.398-24.360 +85A -70.0 +621 •82,1 +58.0 -60,0 +50,3 -60.3 SEE TABLE 21 FOR ANCHORAGE Y-%-X 24.361-30.360 +65.0 -70,0 1850 -70.0 +65.0 •87.3 +57.0 •67.0 TABLE 15: ape O 120' X-X j .. •30.360 +65A -70.0 +59.9 d9,@ +55.5 -65.5 449.1 •49.1 Glees s Sash Design Pressure(Ibsife)for XOX WINDOW WIDTH-5920 10-12 Sash HEADER "MIN.SASH SIZE_- SEE TABLE 24 FOR ANCHORAGE Relnf.Level Configuration ton width Windows TABLE 14; - 2 Range On) Window Buck HeIgghl 9R.W.Lo.1 Sash Design Pressure(ibalfe)for XOX Windows R4 4e' S4' 63' 7&8 seah Custom 11.391-13.387 +65.0 -110,0 +85.0 -110.D +65.0 -110.0 Coniguretbn WidthRange On) Window Buak ight e0' X-y f 13.398.15.360 +65.0 •110.0 +65.0 -110.0 +85.0 -110.0 36• 48' 64' 83' YrY--Y. 75.361-19.641 +65,0 410.0 465.0 410.0 +65.0 410.0 Q 29 Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70,0 +65,0 -70.0 Custom 11.391-13.3@7 +85.0 -110,0 +65.0 -140.0 +85,0 -110.0 UU 60' '/,•)i-Y 13.390-15.360 +65,0 -70.0 +65,0 -0.0 +65.0 •70.0 +65,0 •70.0 y 76' X-X-X 13.398-79.710 +66.0 -110.0 +65.0 -110.0 +65.0 410.0 SASH !-YY 75.361-79.641 +65,0 -70.0 +65.0 -70.0. +650 70,0 +55.0 -70.0 1{ HEIGHT 3 % -y 18,111-24.641 +65.0 -110.0 +85.0 -710.0 465.0 -110.0 Custom 11,391-13.397 +65.0 -70.0 4&5.0 -70.0 485.0 -70.0 +65.0 •70.0 Custom t7.641.19.397 +65.0 •110.0 465.0 -110.0 +65,0' -104,6• O O y 76' Y-h'/+ 13.398-19.110 +65,0 -70.0 +65.0 -7Q0 +65.0 70.0 +65,0 -70.0 96' X-Y,-X 59.398-2.0380 +65.0 -110.0 +65.0 -110.0 +65,0• -109.5• 23 a� Y%-Y. 19.111-24.641 +65.0 70.0 +65.0 -70.0 +65.0 •70.0 +65.0 -70.0 X-X h 24.361-31.841 465.0 -110.0 +65.0 -110.0 +65.0 -110.0 Custom 18.360.19,397 465.0 -70.0 +65.0 -70.0 +65,0 •70.0 +65.01 -67.21 120' %%-Y 29.841-32515 +65.0 •110.0 +85.0 4tO.0 +85.0' •104.6' 1ka X-X_X 19.398-24.360 +650 -70.0 +65.4 -70.0 +65A -70.0 +65.0' -S&81 32.516-39.641 +65.0 -110.0 +65.0 -110.0 +85,0 -110.0 Y Y 2.0.367-30.380 465.0 70.0 +65.0 -70.0 +BS.0 •70.0 +65.0 -70.0 140' Custom •' -39.541 +65.0 -110.0 +65,0 -110.0 +65.0' -104.6• SILL 'Y4%-Y -30.360 +85,0 70.0 +65.0 70,0 +65.0 -70.0 +65.0• -67.21 +651.110 FOR GLASS TYPES 11&12 SEE TABLE 26 FOR ANCHORAGE '+65/•70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE O "MIN.SASH SIZE=WINOOW WIDTH-5928 "MIN.SASH SIZE=WINDOW WIDTH-80.72 2 TABLE 16; 2 ' Glass Types2 SASH WIDTH 14-te sea --► SaBeallDesign Pressure(Ibstft}forXOX Canigvmtlan width Windows o o SECTION DETAIL Relnf.Level Range On) Window Busk Height MEETING RAIL FOR WINDOWS WITH R4 48' 54' 63• 0LEVEL R4 REINFORCEMENT Custom 11.391.13,397 465.0 -110,0 +65.0 •110.0 465,0 -110.0 28 (REINFORCEMENTS SHOWN 60' %h%. 13.398-15.360 +65.0 -110.0 +e5,0 -110.0 +65.0 -110.0 o IN FIGURES APPLY TO ALL %-%-% 15.361-19.641 +65.0 -110,0 +65,0 -110.0 465.0 -110.023 �3 FRAME TYPES& Custom 11.391-13.397 +05,0 -110,0 +85,0 -110.0 +65,0 -109.3 JAMB rxrE=Ft CONFIGURATIONS) (7 o a r� 75• X%% 13.396-19.170 +85.0 -710.0 +05.0 410.0 +65,0 402.0 V o npp�vrd u tumplyle0�k%-Y.-% 119.111 119.111-24.641 +65.0 -110.0 +e5.0 .110.0 +65.0 -102.9 Florida vide to Oustam 17.641-19.397 465.0 -t tO.o +65.0 -110.0745.0 -97.4 Os1e BarY4-%-Y4 19.388-24.360 +85.0 -110.0 +65.0 -1 10.0 +65,0 •92.0 \ti ` WQAO i1 "/ vy Revbfon: mlikisltaS.4 ' c(Q,,�J �+ y-Y-% 24.381-31.641 +65.0 -110.0 +65.0 -110.0 +es.o 48.4 120, Y-X•Y 29.841-32.515 +85.0 -170,0 485.0 -108.0 +85.0 •84.3 ti��iy'S ''�tGENSg• �F�p�� ReNasd 9y: Dafo: i- Illy%?/% 32.516-39.841 t+85.0 •110.0 +06.0 •105.0 +65,0 -60.8 : P; RavGlon: 140' Custom -39.0411+65.0 -110.0 +65.0 -705.0 +66,0 sD.o _= 11 No.58795 SEE TABLE 27 FOR ANCHORAGE Dasartp6sn: DrmMn 8y: NOTES: = - DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS AER THE FIGURE. )•'• G'fAT 17 N1 1070 TECHNOLOGY DRIVE RUa: N.VENICE,tt 34275 Data. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE. " '�•'•. F P.O. BOX 7529 HORIZONTAL ROLLER-LM 05!15/15 tORIO. 4)'1!4.1!2-0!A'AND-113.1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH �G�� NOKOMIS;FL 34274 RANGE EIIN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN �'f a yJ A,�1h}:E ,•P.l:� SerfavlWodef: Seale: shseh 0M.Mir No. Rer: THE F1.Eu1ball CERT. OF RUTH. 1)29296 HR-5510 NTS 8 OF 18 MD-HR5510-01 TABLE 17: Glass Types_ Anchor Quantities far XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 Sash 30"Height 36"Height 48"Height 64"Height 30"Height 36"Height 48"Height 54"Height Spacing for"Integral. Group E Group F Width Head Head �' Head .o Head .o Head Head Head a Head a Fin"installation 3 8• 4• Reint Levet {moi &SIII EO, &Slit !; &Slil &S1ii m &381 &Sili &S8t Ero, &SHi Ri Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES 25.1/2" 12.147 1+C2+1 2 1+C2+i 3 1+C2+1 3 1+C2+1 3 1+132+1 2 1+132+1 3 1+C2+1 3 1+132+1 3 FOR OX WINDOWS(XO SIMILAR): "D1"""`d�"°mP4i°`"w"°` F1urWa d1 C 28" 13.397 1+C2+1 2 1+C2+1 3 1+132+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1' 3 1+C2+1 3 ANCHOR QUANTITY v"` �2 5 NOAH 38" 17.397 1+C2+1 2 1+132+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 t+G2+1 3 1+C2+1 3 PER JAMB Nlamt a�lYailc ,�Q 42" 20.397 1+G2+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+G2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: 48" 23.397 1+C2+1 2 1+132+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 (2)ANCHORS AT THE FIXED SECTION +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+23 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS AT THE SASHTm 75" 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+132+2 3 2+C2+2 3 TOTAL OF 7 ANCHORS AT TH£H£AD AND 7 ANCHORS AT THE SILL Anchor Group B Anchor Group A 251!2" 12.147 1+G2+1 2 1+132+1 3 1+132+1 3 1+132+1 E2+(,2+2 2 7+132+1 3 1+132+1 3 i+132+1 3 SEE EL£vnTtoN,SHEE71 SEE ELEVATION,SHEET 1 to 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+132+1 3 1+C2+1 3 1+132+1 3 SEE CLUSTER DerAlls,SHEET 6 "aa 36" 17.397 1{132+1 2 1+132+1 3 1+G2+1 3 1#G2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 _. I i W iB o ,n 42" 20.397 i C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 i+C2+1 3 1+C2+1 3 SEE ELEVATION, Ix � N O ��•-- - SHEET 1 O alo4 Q 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+132+1 3 1+C2+1 3 SEE / O X/ y n 60° 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+132+2 3 2+132+2 3 ELEVATION, ! O N N -� U) SHEET MEETING RAIL 75" 36.897 2+C2+2 2 2+132+2 3 2+132+2 3 2+C2+2 2 2+132+2 3 2+132+2 3 2+G2+2 3 C)—I SEE TABLE 8 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL Z L- cli LL m Mno TABLE 18: u U X FOR XOX WINDOWS: r W o '1 �N Glass Types Anchor Quantities for XO or OX Windows {i! o ANCHOR QUANTITY n> O Ye ,�, m 5-8 Sash 30"Height 30"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height 1 00 AER JAMB Z a:z °' F¢-• of Width Head Head " Head Head a Head -0 Head -° Head Q Head �HEAD AND SILL ANCHOR QUANTITY: LLI V- Relnf.Level tinj 6 E E E E E 1+133+2}133#1 4 O &SIII &$III `; &Sill &Sill - &Sill - &Sill &SIII CHORnTTHESASH R2 -+ 8$III "� +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL H O Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION G m Z P-3 4-S 2&112" 12.147 1+132+1 2 1#132}1 3 i+G2+1 3 1tG2+1 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL S Q J (!1 1+132+1 2 1+132+1 3 14132+1 3 1+132 TOTAL F10ANHOR THE SASH Q Z v 28" 13.397 +1 3 TOTAL OF 10 ANCHORS AT THE H£AD AND 10 ANCHORS AT THE SILL. ty l— of z a Y 36" 17.397 1+132+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 a O ro 42° 20.397 SEE ELEVATION.SHEET 1 O Q til ao Not Allowed 1+132+1 2 1+C2+i 3 1+132+1 3 1+C2+1 3 SEE ELEVATION,SHEET ~ U 48° 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEETS Z Q 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ( Q = S 75° 36.897 2+132+2 2 2+132+2 3 2+132+2 3 2+132+2 3 t ' __j.• arrl Baa save$ �•_,_ EE ELEVATION, AnchorGroupB AnchorGroupp / X / 0 X --SHEET t ,``\\\-UM)14 25112" 12.147 1+132+1 2 1+G2+1 3 1+C2+1 3 1+G2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / 1 1 C�•....... ELEVATION, t ��,••'•tc£NS �F SHEET 1 < t`.•'• !. 28" 13.397 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 MEETING RAIL SEE CLUSTER r DETAILS, T`r N0.58705 yt 38" 17.397 1+C2+1 2 1+C2+1 3 1+132+i 3 1+C2+1 3 1+132+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 REPEAT ANCHOR PATTERN n7SILL SHEETS 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+CV31+G2+1 3 1+C2+1 3 �`Co48" 23.397 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1+C2+1 2 1+C2+1 3 i+C2+1 3 �RAMEDIMENSIONS ARE BUCK W DTH60" 29.397 2+C2+2 2 2+C2+2 3 2+132+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 Max.AnchorO.C. Anchor nNDBUCKHEIGHT(SEESHEETS3.4). ., ••75" 36.897 2+C2+2 2 2+132+2 3 2+132+2 3 2+132+2 3 2+132+2 2 2+132+2 3 2+132}2 3 Spacing for"Into"Integral- GroupF SASH SIZE IS AS PER THE FIGURES ON ",6 ........ 'A p g g SHEETS )FOR SIZES NOT SHOWN.ROUND UP 70 �'�%S�dh1AL SEE TABLE 7 FOR DESIGN PRESSURE Fin"`Installation q+� r r r I I t t t THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. DIMENSION SHOWN ON THE TABLE. if P.E.##785 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Spacing for"Integral- Sash Height [eight I 4W Heigh 30'Height T 6311 Height Fin"Installation WidthHead Head Head Head Head It III Head III Head Head Anchor Anchor a 11 Head On) &Sill 8,S111 a Sill &Sill ReInt Level Sill &sill Group E Group F R3 Anchor Group A Anchor Group C 3.6' N' Appmed ON W.P13411k"Jib Ibv- Florid. Min 1+C2TT-4- Date 26 1 I+C2+1 I+C2+1 254W 12.147 1+C2+1 7 I+C2+1 [TrT;C2+1 2TI+C2+1 I n4 1-C2+i 4 1+02+1 4 25' 13,307 i+C2+1 2 J+C2+1 131 I+C2+1 4 i+C2+1 41 i+C2+1 4 1+C2+1 2 i+C2+1 3 +C2+1 4 I+C2+1 4 1+02+1 4 NOA • II _ _ m Pmduct IM I+C2+1 41 I+C2+1 4 I+C2+1 2 I+C2+1 31 I+C2+1 4 1+C2+1 4 I+C2+1 4 36* 17,397 1+C2+1 2 14-C2+1 131 1+C2+1 4 &7 42" 20.397 _1+C2+1 131 I+C2+1 4 1+02+1 41 I+C2+1 4 1+C2+1 2 I+C2+1 3 I+C2+1 4 I+C2+1 4 I+C2+1 4 cc - 7 1+02+1 2 i+C2+i 3 I+C2+1 4 I+C2+i 4 I+C2+1 4 I+C2+1 2 I+C2+1 3 I+C2+1 4 I+C2+1 4 I+C2+1 4 Ila, 29.397 2+02+2 2 2+C2+2 31 2+C2+2 14 2+02+2 4 2+C2+2 14 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 14, 75" 36.897 2+C2+2 2 2+C2+2 31 2+C2+2 4 2+C2+2 4 2+CA3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 141 2+C2+2 1-4 2+C2+2 141 Anchor Group 13 - I - Anchor Group D 26-1/2' 12A47 1+02+1 21 i+CZ+l 3 I+C2+1 141 I+C2+1 4T 1+c�2+14 �J+C2+1 i i+C2+1 3 1+62+1 4 i+C2+1 14 I+C2+1 4 —28. 13,397 1+62—+1 21 1+C2+1 31 I+C2+1 41 I+C2+1 41 A+C2+1 14 1+C2+1 2 I+C2+1 31 I+C2+1 4 l+c2+i 4 1+02+1 4 +C +C 36* 17.397 I+C2+1 2 1+C2+1 31 I+C2+1 4 1+C2+1 4 1+C2+1 14 1+C2+1 2 I+C2+1 3 I+C2+1 4 I+C2+1 4 I+C2+1 4 to 0 9 30"Height- Cn Head 4 JR+02i 4 _2+1 4 J4 +C2 1 4 P "t 2 4 t+C2+1 4 11-Pa 2 4 j+C2+1 4 2 4 4 2+C2+2 C,le, 4T 20.397 —I+C2-+I- 2 I+C2+1 3 I+C2+1 4 1+C2+1 4 I+C2+1 4 I+C2+1 2 I+C2+i 3 1+C2+1 4 I+C2+1 4 I+C2+1 4 .1.0 0 a +. +. >,ru-) U.) 48' 23.397 I+C2+1 2 i+C2+i 3 1+02+1 4 I+C2+1 4 I+C2+1 4 I+C2+1 2 J+C2+1 3 1+C2+1 4 1+C2+1 4 I+C2+1 4 (9 C4 +C +C c1t UW zv.a%jf 2+C 2 2 Z+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 0 I 1 39 C 0_j +2 U)u- 75� 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 !22+: 2+C2+2 2 r2+C2+2 13 2+C2+2 M 2+C2+2 141 2+C2+2 141 z (0 r2 SEE TABLE 8 FOR DESIGN PRESSURE 0m W U, O> CO ccJ Otto Anchor OC _j TABLE 20: ca 00 Glass Types Anchor Quantities for XO or OX Windows Max.. . .Spacing for"Integral- C> C5 0 < az F- U_ W 0 5-8 Sash 30"Height 36"t 54-Height 63'Height 7Z Height jht 48'Height Height BY Height 72'Height Fin"Installation — width Head Head S E F Anchor Ano Head Head P9 E a (in) ad Head (1) 1 H Sill -07 81SIO A Group E Group F Head Head Head Head hor 0 Reint Level 'Sl -1 & &Sill 8SIJI &sill z Sill II,It Sill &S Sill &Sill &S 9 A < Anchor Group A Anchor Group C 3.2' 4' 0 _1+C2+1 5 I+C2+i 5 14C2+1 2 I+C2+1 13 5 J+C2+1 J+C2+1 T a 2 Il;r VA47 1+G2+1 2r I—+C2-1 1+ 2+1 r4 +C2+1 F4 I+C2+1 51 1+C2+1 0: Z 28' 13.397 I+C2+1 21 I+C2+1 3 1+C2+1 4 I+C2+1 4 I+C2+1 51 I+C2+1 151 I+C2+1 2 I+C2+1 3 I+C2+1 141 I+C2+1 4 I+C2+1 61 1+C2+1 5 0 1 4 I+C2+1 5 I+C3+1 51 I+C2+1 2 i+C2+1 3 J+C2+1 4 I+C2+1 4 I+C2+1 6 I+C3+1 0 "r 2 3 awrl 17.397 I+C2+1 2 I+C2+1 3 1+C2+1 4 I+C2+1 - D Ae 4 1+G2+1 4 I+C3+1 5 I+C3+1 6 U, 9 42r' 2MM397 1+C2+1 2 1+02+1 3 j+G2+1 4 1+02+1 4 1+C3+1 5 1+03+1 51 I+C2+1 2 I+C2+1 3 I+C2+1 z C) (wo - < j+C2+1 2 I+C2+1 3 J+C2+1 4 1+G3+1 4 I+C3+1 5 I+C3+1 51 i+C2+1 2 1+02+1 3 I+C2+1 4 I+C3+1 4 1+C3+1 5 I+C3+1 6 X 4 W 23�397 -7111-1 60" 29.397 2+G2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+04+2 51 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+133+2 4 2+C3+2 5 2+C4+2 5 NOTES: .a72 - -121 2+C2+2 3 2+C3+2 4 2i-C3+2 717i�+? 5 2+04+2 151 1)FRAME DIMENSIONS 11, 36.897 2+C2+2 2 1 _.3i VC3Z i 51 2;62+2 BUCK WIDTH AND + 74 2733+2 4 2+C4+2 5 2+C4+2 Anchor Group D A Q( BUCK HEIGHT(SEE SHEETS 3A).SASH SIZE IS Anchor Group B -1 3 I+C2+1 4 I+C2+1 4 I+C2+1 151 1+C2+1 5 1+C2+1 2 I+C2+1 3 LYNN ENS$ 25-1121 12.147 2 1+M+ 1 I+C2+1 �rj+Q+j 1+02-TIF5 +C2+1 AS PER THE FIGURES ON s I+C2+1 2 I+C2+1 3 I+C2+1 41 1+C2+i 4 1+C2+1 5 1+C2+1 6 SHEETS". c,8705 20" 13.397 1+C2+1 2 1+02+1 3 1+C2+1 141 i+C2+1 141 1+02+1 5 I+C2+1 6 36' 17,397 I+C2+1 2 I+C2+1 3 1+C2+1 141 I+C2+i 141 I+C2+1 5 I+C3+1 5 1+C2+1 2 I+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 5 I+C3+1 5 2)FOR SIZES NOT — — SHOWN,ROUND UP TO 47 20,397 1+C2+1 2 l+C2+i 3 1+C2+1 4 I+C2+1 4 1+C3+1 5 z 5 I+C3+i 5 I+C2+1 2 1+C2+1 3 I+C2+1 4 1+G2+1 4 I+C3+1 6 I+C3+1 THE NEXT AVARABLE 5 WIDTH OR HEIGHT S 48' 23.397 I+C2+1 2 I+C2+1 3 I+C2+1 4 I+C3+i 4 I+C3+1 5 I+C3+1 5 1+C2+1 2 I+C2+1 3 I+C2+1 4 I+G3+1 4 I+C3+1 5 I+C3+1 DIMENSION SHOWN ON 0C3+2 4 2+C3+2 —— THE TABLE. 60- M397 2+C2+2 2 5 2+04+2 6 2+C2+2 2 2+C2+2 3 .2+C2+2 4 2+ 6 2+C4+2 5 j 2 2+C2+2 3 2+C2+2 141 2+C3+2 4 2+G3+2 76- 36.897 2+C2+2_j 2 2+C2+2 3 2+C3+2 141 2+C3+2 41 2+04+2 5 2+G4+2 15 2+C2+2 =+ +2 7 2+C3+2 14 2+C4+2 151 2+C4+2 15 3)SEESHEET9FORA SEE TABLE 10 FOR DESIGN PRESSURE, GUIDE TO USING THESE A.LYNN LULLER,P.E. TABLES. P.E.#68705- _j TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 6-8 Sash I"Height 30"Heig 8!'Height 54"Height eX'Helght Spacing for"Integral. Group F — Width 36 Fin"Installation 4r [MEHead J1E11J Head Ifi Head I` Head J--j Head Head Head Head & E &Sill &sill &sill &SRI Reinf,Level (in) E &sin &Sill "m &Sill A &sill -0 &Sill —1* Appmj*a ompsylat Wkb lfto -R4 Anchor Group A Anchor Group C F1060 UION C 4 5 25-1/2' 111147 I+C2+1 2 1+02+1 3 I+C2+1 41 1+C2+1 4 1+02+1 41 N wc 0!),�) t 2W 13.39T I+C2+1 2 1+C2+1 3 1+C2+1 41 I+C2+1 4 1+C2+1 41 J+C2+1 2 I+C2+1 3 1+C2+1 4 1+C2+1 4 .1+02+1 4 N' IT.397 4r 20.307 Not Allowed I+C2+1 2 I+C2+1 3 1+C2+1 4 I+C2+1 4 I+C2+1 4 49' 23.397 I+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 601, 21397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 12 2+C2+2 t 3 t-2+C2+2 4 2+E� 2+C3+2 41 75- 1 36.897 i Anchor Group a Anchor Group D 12,147 I+C2+1 2 1+C2+1 3 I+C2+1 4 1+C2+1 4 1+C2+1 4 I+C2+1 2 I+C2+1 I ij-I+-Ci-+l-n4 -1+&i+-1- 0) 25412" 3: 211" 13,397 I+C2+1 21 1+C2+1 3 J 1+02+1 14 I+C2+1 4 1+C2+1 4 1+U�1 2 1+C2+1 131 1+C2+1 41 I+C2+1 4 1+c2+1 4 U) 0 C/) 36" 17,397 I+C2+1 21 1+C2+1 3 1+C2+1 14 1+G2+1 4 1+C2+i 4 i+C2+i 2 I+C2+1 31 1+C2+1 4 1+G2+1 4 I+C2+1 4 0 4T 20.397 J+C2+1 2[WC2�i I+C2+1 4 1+C2+1 4 1+G2+1 41 I+G2+1 2 I+C2+1 31 I+C2+1 4 I+C2+1 4 1+C2+1 4 '02 W u) rj 4V 23,397 I+C2+1 -21—1+C2+1 1+C2+1 4 1+C2+i 4 I+C2+1 C2+1 2 I+C2+1 31 1+C2+1 4 I+C2+1 4 1 0 of �4 0 O V) so, 29.397 2+r,2+2 -21 2+C2+2 3 2+C2+ 4 2+C2+2 4 2+C3+2 C2+2 2 2+C2+2 31 2+C2+2 -4 2+-C-2+-2-F4 CD C> 11 0, Cq 6 - 2 A 2+C2+2 z U1 to (o 75" 36.897 2+C2+2 2r-2+C2+2 -3 2+(*2 mw SEE TABLE 11 FOR DESIGN PRESSURE 5() f LU Lij • cc TABL£22: GLASS TYPES 00 Anchor Quantities for XO or OX Windows 10 12&14 is MAY 0 Glass Types n:z a 10 NOT BE USED LL Tight 76'Height 30'Height 1 36-1- eight 76-Height WITH CHANNEL 2&14AS Sash 54-Height 63' J. W F kL FIN 0 Width Head Head it Head Head Head E Head Head w ;�W- &Sj� I (in) Head Head Nead Sill &Sill &Sill 11 11 Reint.Level W a sill &Sill 0 R4 W Anchor Group C Anchor Group A D F- 25-1121 12.147 1+C2+172F1+C2+1 -37 1+C2+1 41 I+C2+1 -;1-1-+C-2+1 T 1+C3+1 5 z I+C2+1 121 I+C2+1 3 I+C2+1 4 I+C2+1 4 I+C3+1 5 I+C3+1 5 Z 11-S 2W 13.397 0 0 36" 17.397 1+G2+1 2 I+C2+1 3 1+02+1 4 I+C3+1 4 1+C3+1 6 I+C4+1 5 ad U) S I+C2+1 2 J+C2+1 3 I+C3+1 4 I+C3+1 4 1+03+1 5 I+C4+1 6 m 4r 20.397 NotAllowed - 4r 23,397 I+C2+1 2 I+C2+1 3 1+03+1 4 I+C3+1 4 I+C4+1 5 I+C4+1 5 X 'R 60' 29,397 2+C2+2 2 2+C2+2 131 2+C3+2 4 2+C3+2 14 1 2+04+2 5 2-+C4+ 5, NOTES. 1)FRAME DIMENSIONS serrsg 2+C2+2 2 2+02+2 131 2+C3+2 4, 2+C4+2 41 2+r-4+i 5i 2+C4+2 5 titi 7Y 36.897 ARE BUCK WIDTH AND LYVV' Anchor Group R Anchor Group D BUCK HEIGHT(SEE ........4, - VI.-" OCE/4...A?. SHEETS 3-4),SASH SIZE IS Head d egh g*H Pig' Head 8,Sl Ill 'f+O2 I+C2+1 I+C2+1 J+C2+1 J.C2+1 2+C2+2 2+C2+2 J+C+�14 +C2 37 I+C2+1�41+U+j l+C2+1 +C+' J+C +1 J+C +1 rmoo� X,32 2 2 g7 1+ I+C2+1 4 l+C2+i 4 i+C2+i 397 1 C2 3 C2+1 4 1- I 391' 1 C2+1 397 1+C2+1 3 1+C2+ 1. 397 2+C2+2 3 +.2+2 2 2 +.+2 j2 2- 2 2"'2' 36 U, P42 Z 0 48_ < 60. = j -- - 1+C2+1 21 I+C2+1 iTC-20 4 I+C2+1 51 I+C3+1 5 25-1121 12.147 1+02+1 2 1+C2+17T�I+C2+1 4 r—1-c—2+174 I+C2+IT5 F�1+C3+1 - AS PER THE FIGURES ON +C SHEETS 6.8. NO.58705 28" 13.397 I+C2+1 2 1+C2-+-1 31 1+C2+1 41 1+02+1 4 1+03+1 51 I+C3+1 5 1+02+1 121 1+02+1 31 I+C2+1 14 I+C2+1 4 I+C3+1 5 I+C3+1 5. +C3 - I-�7 '5,�- . 17.397 I+C2+1 2 1+G2+1 -S-1+02+1 41 1+C3+1 4 I+C3+1 5 I+C4+1 5 1+02+1 21 I+C2+1 3 1+C2+1 14 I+C3+1 4 1+C3+1 5 1+G4+1 6 2)FOR SIZES NOT 36' -- +C 5 I+C4+1 5 SHOWN,ROUND UP TO - 4 1 + 4 I+C3+i 5 i+C4+1 5 I+C2+1 2 I+C2+1 3 i+C3+1 4 I+C3+i 4 i+C3+1 THE NEXT AVAR.ABLE C3 +C 40 42 20.397 I+C2+1 2 ' I+C2+1 eo� 3 J� 63 + G 415- 23.397 1+02+1 2 I+C2+1 +C3+ 4 1+03+1 4 1+04+1 5 I+C4+1 5 1+02+1 2 1+02+1 3 1+ +1 4 I+C3+1 4 1+04+1 5 J+C4+1 5 MOTH OR HEIGHT DIMENSION SHOWN ON +C +C 60" 29.397 1[-2;C2+2 +C2+2 3 2+C3+2 4 2+C3 2 4 2+04+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+04+2 5 2+C4+2 5 THE TABLE. 121 2 1 'ONAl Sk'� ,N� �-78�- 36.897 1 2+C2+2 121 2+C2+2 3 2+C3+2 4 2+04+2 ff4 2+C4+2 5 2+r,4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 141 2+t'A+9 141 9+r4+2 — 2+C4+2 3)SEE SHEET 9 FORA '1101-litt", SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P TABLES, P.E.N 58705 TABLE 23: - Glass.Types Anchor Quantitles for XOX Windows 5 Sash 24'Pei 9 33Hai ht 24•Height B eight Width Configuration a a a a a a a a 1,01 a a a Reinf.Level _ Range lin) used&S8t bead&Si! Head&Siil Nead&518 I He, &Sill Head&SIII Head&SII! Head&SI8 Head&Sill Head&Sill Head&Slll � Head&Bill R3 -� -� -� -, •� -, Anchor Group A Anchor Group C 35-1l4' -Y3-Y3 11.391-11.391 1+C2+0+C2+1 2 ;+C2+Oa C2+1 211+C2+D+G2+1 3 1+C2+p+C2+1 4 1+02+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 q 1+02+0+02+1 4 "pP�+et°^+mmPtYlncwhhtE. FI.Ad idln C 38• Y3-Y,-Y, 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+02+1 2 i+02+0+C2+i 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 d 1+C2+0+C2+1 4 i+C2+0+02+1 4 Patr_^ 6 j Yn-'/,-}4 11.391-13.397 1+02+0+C2+1 2 2+C2+O+C2+1 2 1+02+0+02+1 3 l+G2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C2+O+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 N4AM d5-118• Mlemt Aad Prod mt -Y3-i 13.399-14.683 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 141+C2+1+C2+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+D+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 4 47-W '%-f 11.391-12.207 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 1+C2+1+C2+1 2 11+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+I+C2+1 4 1+C2+1+02+1 4 1+C2+i+C2+1 4 BY. Y.-Y,-Y. 12.288-15.558 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 I+C2+0+C2+1 4 1+02+0+02+1 4 _ Custom 11.391.12.016 1+02+1+02+1 2,1+C2+1+02+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 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 i+C2+1+C2+1 q i+C2+i+C2+i 4 62-118' %-%-Y4 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+C2+1+02+1 4111+02+14C2+11,4 1+02+1+02+1 4 ry -x Ye-%-y 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 1+C2+O+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 411+C2+0+02+1 4 1+C2+0+C2+i 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 211+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+i 4 1+C2+1+C2+1 1+C2+1+ +1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 3 1+C2+1+C2+1 411+02+1+C2+1 4 i+02+1+C2+1 4 _ 6D' Y4-)j-y4 13.398-15.350 I+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+1+C2+1 4 1+C2+1+C2+1 2 t+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 4Y+-%-% 16.391-19.641 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+p+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+i 4 1+02+0+C2+1 NC2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+O+G2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4jCustom 11.391-13.397 1+C2+3+C2+1 2 t+C2+3+02+1 2 1+02+3+02+1 3 1+C2+3+C2+t 4 1+C2+3+C2+1 4 t+C2+3+02+1 1+G2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 0 O 75' f Y;-/+ 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+131+C2+2+C2+1 4 i+C2+2+02+1 4 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+CZ+1 2 1+C2+2+02+2 3 1+C2+2+02+1 4 i+02+2+C2+1 4 1+02+2+C2+1 4 of in O t Ya-Y++-Yi 119.111-24.641 1+C2+1+G2+1 2 1+C2+1+02+1 2 1+02+1+02+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+12 1+C2+1+02+1 3 1+C2+1+G2+i 4 1+C2+1+G2+1 4 1+C2+1+C2+1 4 }to °1OQ t0 Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+02+1 2 i+C2+3+C2+1 3 1+C2+3+02+1 4 1+02+$+C2+1 4 i4C3+3+C3+i 4 1+C2+3+C2+1 2 1+02+3+C2+i 2 1+02+3+02+1 3 1+C2+3+02+1 4 1+02+3+02+1 4 1+C2+3+C2+1 4 c9 N rt'.y to %Y,-% 19.399-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+t 2 1+G2+3+G2+i 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 O 0 o ,78 24.381-30.390 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 HC2+2+C2+1 4 1+02+2+C2+1 4 1+C3+2+C3+1 q ;+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 9 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 A Z �1,02. 0' %-Y§-% -30.380 t+C2+3+C2+4 2 1+C2+3+C2+y 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+03+1 4 i+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 y+02+3+G2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 d U Uj X a to Anchor Group 8 Anchor Group D F{z� Q co J 0 35.1/4' )a-%-% 11.391.11.391 1+C2+O+C2+1 2 1+C2+0+02+1 2 1+C2+0+02+1 3 1+C2+O+C2+1 4 1+C2+O+C2+i 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+02+1 4 t+C2+O+G2+1 d i+C2+0+C2+1 4 Q> Cj 0 •�+• Co J DO 38' %--Y,% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 2 1+02+0+C2+1 2 I+C2+0+C2+1 3 1+C2+O+C2+y q ;+C2+O+C2+1 q ;+02+0102+t 4 Q Z o.Z A < - 45 118• Y4-Y2-Y4 11-391-13.397 t+C2+0+C2+1 2 1+02+0+C2+1 2 I+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+O+C2+1 4 W 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 _t N Y4-y,-y4 11.391-12.297 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ;+C2+1+C2+1 4 2+C2+1+C2+1 2#C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+i+C2+1 4 1+C2+1+C2+1 4 1+02+1+02+i 4 ° ~ 0 47.3/4' Z iaa45 Y3%-YS 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+i 4 ;+C2+0+C2+1 4 < Custom 11.391-12.019 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 311+02+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 I+C2+1+C2+1 2,1+C2+1+02+1 3 1+02+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+02+1 41 F- 52-1/8' j j% 12.017-13.397 1+02+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 3 1+C2+1+02+1 411+02+1+02+1 4 1+02+1+C2+1 41 Z Y.-Y,-Y. 13.398-17.018 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+i 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+O+C2+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3114C2+0+02+1 4 I+C2+0+02+1 4 1+02+0+C2+1 4 OLL 0 0 O Custom 11.391-13.397 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 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 i+C2+1+02+{ q i+C2+i+02+1 4 U N - 8G` +/+-%-Y4 13.398-16.360 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 i+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 I+C2+1+C2+1 2 I+C2+1+02+1 3 1+C2+1+02+1 4 1+C2+2+02+1 4 1+02+I+C2+1 4 z 0 �r %-%-Y3 15.381-19.641 1+C2+0+C2+1 21 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 l+G2+0+C2+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 Custom I 11.391-13.397 1+C2+3+C2+1 2 1 1+C2+3+C2+1 2 1+02+3+C2+1 3 i+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+i 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 anrtosa0 sauag 71, +C2+1 2 i+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+C2+2+C2+14 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+G2+2+C2+1 2 I+C2+2+C2+1 3 1+C2+2+C2+1 4 i+C2+2+C2+1 4 1+C2+2+C2+1 4 \\`111 t 11 1 3!t t f rt'/ -Y 19.111-24.641 1+02+1+C2+1 2 1+02+1+02+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+02+1+C2+; q t+C2+1+C2+1 4 1+C2+1+C2+1 2,1402+1+C2+1 2 1+C2+1+C20 3 1+C2+i+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 �. N�4YNN i M/� i� o .....,... �c Custom 18.360-18.397 i+C2+3+C2+1 2 f+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+G2+1 4 1+CZ+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+02+1 2 1+C2+3+C2+1 2 y+C2+3+C2+i g i+C2+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 � `.•'V;CENS,E ry• Ss' Y:-Y4-/. 19.398-24.380 1+G2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+02+3+C2+1 4 1+C2+3+02+5 4 1+02+3+C2+1 q 1+02+3+C2+1 2 1+02+3+02+2 2 1+C2+3+02+1 3 7+02+3+02+1 4 1+C2+3+C2+1 4 i+C2+3+C2+1 4 ;♦t�% %-Y3-Y3 24.361-30.380 1+C2+2+02+1 2 1+C2+2+01+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 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;+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 *: No.58705 _ 120' %f-� " -30.36fl 1+C2+3+C2+y 2 1+02+3+C2+y 2 y+C2+3+02+1 3 i+CZ+3+C2+1 -0 1+C2+3+ .711 q 1102+3+C2+1 4 1+C2+3+02+-1 2 1+02+3+C2+y 2 1+C2+3+02+y 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 i+C2+3+C2+1 4 W3NDOW W1DTN-5928 NOTES: SEE TABLE 9 FOR DESIGN PRESSURE ''lJ i L7 tU MIN.SASH SIZE " g2'AtL-O� Max.Anchor O.G. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). %C^'•, t p gGtOU E GlOU F 2)OR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��S�Cr?�?,n!�fG`0\\` S acin for"Integral- a p s r . Fin+'Installation 3)SEE SHEET 9FOR AGUIDE TOUSIFIGTHESE TABLES, 7/,, 11ttil•+ 2.D" 4' 4)'1/4-1/2-1/4'AND•1/3-1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER.P.E. IN THE ADJACENT COLUMN."CUSTOM*INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. REA 56705 TABLE 24: Gloss Types.._ - Anchor Quantifies forXOXWindows 5 S B Sash Sash 24•Height 3ff Height 38•tielght q8'Height 5q'HeightJH 24"Haight 3ff Haight 36"1 48'Height 54'}ieight 83'Height Width Contigura8on a a a aaReim Level Raaga Qn) Head&S8t Head&Sill � Head&Sill Head&Sill Head&Sill ead&SI@ Head&Sill , Head&891 Head&Sill head&Sili HaedR4 -' -� '-+ -� -a -, -,Anchor Group A Anchor Group G vi35-114' ��y 11.381-11.391 C2+0+C2+1 2 1+C2+0+C2+1 2 1*C2+O+G2+1 3 1+C2+0+C2+1 4 1+02+O+C2+1 4 1+C2+0+G2+1 q �� IdIpBC �38' -y 12.30@-12.308 C2+O+C2+i 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 DW 11nova 45 118' Y-f- 11.391-13.397 C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 - s lD d+ aqY.-%-A 13.398.14.683 C2+0+C2+1 2 1+C2+O*C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+02+O+C2+1 4 i+C2+0+C2+147-W Y4- % 11.391-12.297 C2+i+C2+1 2 S+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 Yi%- 12.288-15.558 C2+0+C2+1 2 1+C2+O+C2+i 2 1+C2+0+C2+1 3 l+C2+0+C2+1 4 1+02+0+C2t1 4 1+C2+0+C2+1 4Custom 11.391-12.016 C2+1+C2+1 2 1+C2+1+02+1 21+C2+1+C2+1 3 1+C2+1+C2+141+02+1+C2+1 4 1+C2+1+C2+1 4 52-1t8' j r 2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+t 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4/a-Y4 12.017-13.39713.398-17.0182+0+C2+121+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 q t+C2+0+C2+1 4 1+C2+O+C2+1 4m Custom 11.391-13.307 NotAllowed 2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+l4C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 6o" %-/-j 13.398-15.360 2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 415.361-19.841 2+0+C2+1 2 1+C2+0aC2+1 2 1+C2+0+CZ+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 qCualom 11.391-13.397 2+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+3+C2+1 4 LO O 76' Y4-h-y 13.398-19.110 2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4,1+02+2+C2+1,4 Of O O O a1a0 �- Y-}5'h 10.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 i+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 to Custom 18.380-19.397 1*C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 (9 N N 9@" Y,-Y,-Y, 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+02+3+02+1 4 1+G2+3+C2+1 4 i+C2+3+C2+}q LL o eo Z Z rte-_i 0 uun�p Q %- 24.385-30.380 1+ 2+ 2 1+C2+2+C2+1 2 1+G2+2+G2+1 3 1+C2+2+C2+1 4 1+02+2+02+1 4 1+C2+2+C2+1 4 IL 120' f j% •' -30.380 1+02+3+02+1 2 1+C2+3+C2+1 Z 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 U U X D d co Anchor tiroupa Anchor 1-- 35-1/4' -{,t2 OO Y oxo 35-1/4' '/e-%-% 11.391-11.391 i+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+Oa C2+1 311+02+0+02+1 411+02+0+02+1 4 t+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+G2+O+C2+1 4 1+G2+O+C2+1 4 0> ('a O � Q 'J OD 36• Y%% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+i 2 1+C2+0+C2+1 3 1+C2+O+C2+1 411+02+0+C2+1 4 i+C2+D+C2+1 4 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+02+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 r-Z D-z }- Q' LL 45-118' Y4-hY4 11.391-13.397 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 411+02+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2t0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 LU %%-'/a 13.398.14.683 1+C2+0+C2+1 211+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+02+0+C2+1 4 1+02+0*C2+1 4 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+G2+0+G2+1 3 1+C2+O+C2+1 q 1+C2+O+C2+1 4 1+C2+O+C2+1 4 J OO 47-314' Y4-3=J 11.391-12.297 S+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+IIC2+1 3 1+C2+1+C2+1 4 S+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 q 1+C2+1+C2+i d 1+C2+i+C2+1 4 w Z 0 18+18 ® N -Y3 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0*C2+1 4 1+02+0+C2+1 4 1+C2+0+G2+1 4 J Custom 11.391-12.016 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 M1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+G2+1+C2+1 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+1+C2+1 4 (J z 52-118' %-%-)a 12.017-13.397 1+02+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 1+C2+1+C2+1 2 1+C2+1+C2t1 2 1+62+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z etnn �4 %-Y-Y3 13.398-17.016 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+p+C2t1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 q p 0 O m Custom 11.391-13.397 1+02t1+C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2a1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 3 1+G2+1+C2+1 4 1+C2+1+C2+i 4 1+C2+1+C2+1 4 V tto 6o' ),%-y 13.398-15.380 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+02+1 3 1+02+i+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+t 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+02+1+02+1 4 1tC2+1+C2+1 4 1+C2+i+C2+1 4 cwi Z d '/n-'/a-� 15.381-19.641 14C2+O+C2+i 2 1+02+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0*C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+f 2 1+C2+0+C2+1 3 1+G2+0*C2+1 4 1+C2+0+C2+1 A l+C2+0+C2+1 4 Q = _ Custom 11.391-13.387 1t C2+3+C2+1 2 1+C2t3+C2+1 2 1+C2+3+C2+1 3 1+G2+3+C2+1 4 1+C2+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+02+1 3 1+G2+3+02+1 4 14C2+3+C2+1 4 t+C2+3+C2+i 4 75' - -y 13,398-19.110 S+C2+2+C2+1 2 1+C2+2+G2+1 2 1+C2+2+02+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+G2+1 q 1+C2+2+C2+1 2 S+C2+2+C2+1 2 i+C2+2+C2+1 31+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 `itlltl 11/1T� 19.111-24.041 1+02+1+C2+1 2 1+C2+t+GZ+1 2 1+C2+1+C2+1 3 1+G2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4LYNN 44�� 4�1f Custom 18.364-79.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+G2+3+CZ+1 q 1+C2+3tC2+1 4 1+G2+3+C2+1 q 1+C2t3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 q ate,. �,\GENSF •'./j 98' Y4-%-y4 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3�1+C2+2+C2+1 CZ+3+C2+1 4 1*C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+G2+1 2 1+C2+3+C2+1 2 4+C2+3+C2+1 3 1+02+3+C2+1 4 i+C2+3+C2+1 4 M1+C2+3+C2+1 4 ;`��:' ••u '_ ' No.56705 -�% 24.361-30.380 1+G2t2+C2+1 2 1+02+2+02+1 2 1+02+2+C2t1 3 A l+C2+2+C2a1 4 1+C2+2+C2+1 4 1+02+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+02+1 4 _120' X-Y-y •• -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3C2+3+C2+1 4 4+C2+3+C2+M1 4 1+C2+3+C2+1 4 1+C2+3+G2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+02+3+CZ+1 4 1+C2+3+C2+1 4 S+C2+3+C2+1 4 - '•�ti, yJ tYWINDOW WIDTH-59.28 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE !MIN.SASH SIZE_ %'St SE u� Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). Q Group F SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. i C� •.FCORIOP 180 p Spacing for'Integral- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. T SIONA� " Fin"Insta ltatlon 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. i j +J+i l i y t �" 4" 4)°114-112-114-AND-0.1/3.113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.N MILL R TABLE 25: Glass Types Anchor Quantities for XOX Windows 7&8 Sash 24'Height 30•Height 38'Height 48'Height 54'Height 63•Height 24'Height 30•Height' 38'Height 48'Height 54'Height 63'Height Sash Width Configuration E E E .o E Heatl&Sill Heed a SUI € Heed 8 Sill E Head 8 Sill Heed 6 SIII Relnf.Level Range(n) Heed 8 SIII Hee0&S81 Need 6 SIII Heed 8 Sill Need 8 Sill Head&S61 Heed 8 SIII ' =Y sS R4 Anchor Group C roved A ri MW WI& Anchor GraupA PP Pb'>O¢ 35.114' y%% 11.397-11.391 1+C2r0+C2N 2 1+C2+O+C2.1 2 1+C2+0+C2+1 3 1+C2+0+C2N 4 1+C2+O*C2+1 4 1+C2+0+C2+1 4 FIuMd� Idl {Ca 5 Date 38' )/a-%-y, 12.300-12.308 1+C2+O•C2+1 2 1+C2+0+C2+1 2 NC2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 ttOAN �.t/i% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C240+C2*1 3 1+C2+0+02+1 4 1+C2+O+C2+1 4 1+C2.0*C2+1 4 dmlU de ProduetC tot 45-1/8' t t 13.390-14.683 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2N 4 1+C2+0+C2+1 4 1+C2+OaC2+1 4 Dr. r.-v-r • y -y 11.391-12297 NC2+i+C2+1 2 1+C2+1+C2+1 2 1+C2N+C2+1 3 1+C2N+C2+1 4 1+C2N+C2+1 4 1+C2N+C2+1 4 47.3/4' HC2+p+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 A l+C2+0+C2N 4 1+C2+0+C2+1 4 -� 12.298-15.558 > Cullom 11.391-12.018 1+C2+1*C2+1 2.1+C2+ 1+C2+1 2 1+C2rNC2+1 3 faC2+1+C2N 4 1*C2r1+C2N 4 1+C2+NC2+1 4 52-1/8' %%-'-t/+ 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 faC2+1+C2N 4 1+C2+4+C2+1 4 >' %-%-% 13.390-17.016 1+C2-0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2N 3 1+C2+OaC2+1 4 1+C2+0+C2N 4 1•C2+0+C2+1 4 u Custom 11.391-13.397 Not Allowed 1+C2-1-C2+1 2 1+C2+NC2+1 2 1+C2+4+C2+1 3 1+C2r1+C2N 4 1+C2N+C2+1 4 1+C2+1+C2+1 4 to � M 1+C2N+C2+1 2 1+C2+1+C2+1 2 1+C2N+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2N 4 1+C2+1+C2+1 4 to t 60' Y-y--% 13.398-15.360 t -Ya-Ya 15.361-19.641 1+C2+0+C2.1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2N 4 1+C2+O+C2+1 4 1-C2r0+C2N 4 /a 1 � Custom 11.391-13.397 1+C2+3+C2+1 2 t+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2r1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 A 0O � Q 75' % 313.398-19.110 11+C2+2+C2+11 C2N 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2*C2+1 4 1+C2+2+ 4 1+C2+2*C2+1 4 atna Q 19.111-24.891 1+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2aNC2N 4 1+C2+1+C2N 4 1+C2N+C2+1 4 )-� h Custom 18.380-19.397 1+C2+3+C2N 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2N 4 NC2+3+C2+1 4 1+C2+3+C2+1 4 p 04 96' %%% 19.398-24.360 1+C2+3-C2+1 2 1+(32+3+C2+1 2 1+C2+3+C2N 3 1+C2+3+C2N 4 1+C2*3+C2+1 4 1+C3+3+C3+1 4 O J N C> ev0 0 1+C2+2+C2N 2 1+C2+2+C2+1 2 1+C2r2+C2+1 3 NC2+2+C2+1 4 1aC2+2+C2+1 4 1+q+2+C3N A z- a�-•LL tp h 24.381-30.360 X W d 120' %-'/a-� " -9U.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2r1 3 1*C2+3+C2N 4 1+C2+3+C2+1 4 1+q+3+C3N 4 W Z XO S2 W co 'cN Anchor Groupe Anchor Group ~o"I OD O `i J OMa 35-1/4' %-%-y3 11.391-11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2N 3 1+C2.0+C2+1 4 1+C2+O+C2N 4 1rC2+O+C2+1 4 4+C2+0+C2N 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1-C2-0-C2N 4 n cj O p � Q t - 38• %%%a 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2N 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2N 4 }+C2+0+C2+1 4 1+C2+0+C2N 2 1+C2a0+C2+1 2 t+C2.0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 NC2+O•C2+1 4 0�z a z W h. %-%-% 11.391-13.397 1+C2r0+C2+1 2 1+C2+O+C2+1 2 NC2+OrC2+1 3 1+C2+O+C2+1 4 1+C2+0+C2N 4 1+C2+0+C2+1 4 1+C2+0•C2+1 2 NC2+0+C2+1 2 1+C2+O+C2N 3 1+C2+0*C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2N 4 J 45-1/8' t t 13.390-14.003 1+C2+0+C2*1 2 1+C2+0+C2+i 2 1+C2rQ•C2*1 3 1+C2.OrC2+1 4 1aC2+OrC2*1 4 1+C2+0+C2N 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2a0+C2+1 3 NC2+0+C2+1 4 1*C2+0+C2+1 4 1*C2+0+C2N 4 J %-y3-3S ~ 0 y4-%-y4 11.391-12.297 1•C2+1+C2+1 2 NC2+1+C2+1 2 1+C2+NC2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2N 4 1.02+1+C2+1 2 NC2+NC2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2N+C2+1 4 1+C2N+C2+1 4 ® Q 1�3 47.3/4' t t a 12.298-15.558 NC2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+ 2N 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2a0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2*1 4 1+C2+0+C2+1 4 /a-/n-/r G �' Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2N+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2N 4 1+C2+1+C2N 4 1+C2+1-C2N 2,1-C2-1-C2-112 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1*C2+1 4 1+C2N+C2+1 4 U' Z r + t t 12.017-13.397 1+C2+1+C2N 2 1+C2N+C2+1 2 1+C2+1+C2+1 3 1+C2+NC2+1 4 1aC2+1+C2N 4 1•C2+1+C2+1 4 1+C2+1+C2N N 2 C2+1+C2N 2 1+C2N+C2N N 3 1+C2+ C2+1 4 1+C2N+C2+1 4 1I-C2+1-C2+1 4 ¢ Z -61 s /-% Id 52-1/8' - 13.398-17.016 1+C2+0•C2+1 2 1+C2+0+C2N N 2 1+C2+0+C2+1 3 t+C2+0+C2+1 4 C2+0+C2N 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+O*C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0aC2+1 4 O = N m Custom 11.391-13.397 NC2+NC2N 2 1+C2*NC2+1 2 1+C2+1+C2+1 3 1+C2+NC2+1 4 1+C2N•C2+1 4 1+C2N+C2+1 4 1+C2+1aC2+1 2 1+C2N+C2N 2 1+C2N+C2+1 3 1+C2+NC2+1 4 1*C2*1+C2+1 4 1.C2+NC2+1 4 (•) BO• %Wit/ 13.398-15.360 t+C2+1+C2+1 2 1+CZN+C2+1 2 1+C2+1+C2+1 3 1+C2N+C2N 4 1+C2N+C2+1 4 F+C2N+C2N 4 1+C2+1+C2N 2 1+C2+1+C2+1 2 NC2+1+C2.1 3 NC2N+C2+1 4 1+C2N+C2+1 4 1+C2+1+C2+! 4 O Q 7 t t t 15.381-19.841 1+C2a0+C2r1 2 NC2+O+C2+1 2 1+C2+O+C2*1 3 1+C2*0+C2+1 4 1+C2+0+C2N 4 1+C3*0*q+1 4 1+C2+0+C2N 2 1+C2+O+C2+1 2 1+C2+O+C2+7 3 1+C2+O•C2+1 4 1+C2+OaC2N 4 1+C2+O+C2a1 4 /-y3-h Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2N 4 1+C2+3+C2+1 4 1•C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2N 2 1+C2+3+C2+1 3 1+C2+3•C2+1 4 1+C2+3•C2+1 4 1+C2+3+C2+1 4 au1 'ossa seua5 75' %h% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 faC2+2+C2+1 3 1+C2+2+C2N 4 NC2+2+02+1 4 1+C3+2+C3+1 41 1 1*C2+2+C2*1 2 NC2+2+C2*1 2 1*C2+2+C2N 3 1+C2+--- 4 1+C2*2+C2+1 4 1+C2+2+C2+1 4 \\\\t(LYNN 19.111-24.641 1+C2+1+C2+1 2 1+C2«1+C2+1 21 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2N+C2N 4 1+C3+1+C3+1 4 1+C2+NC2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 3 1+C2+NC2+1 4 1+C2-1+C2+1 4 1+C2+1+C2+1 4 \,,'pC1�,,....•,�'//( Z�i� CuslOm 10.380-19.397 1+C2+3+C2N 2 1+C2+3+C2*1 2 faC2+3+C2N 3 NC2+3rC2N d 1+C2+3+C2N 4 1+C3+3+C3r1 4 NC2+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+3+C2N 4 \CENSF''•�F.P i 90' t t t 19.398-24.360 1+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+C3+3+C3+1 4 1+C2+3+C2N 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+3+C2+1 4 + t t 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 NC2+2+C2N -0 1+C2+2+C2N 4 1+C3+2+C3+1 4 1+C2+2•C2+1 2 1+C2*2+C2+1 2 1*C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2N 4 1+C2+2+C2+1 4 11�' No.50705 ' /s-� _ 120' %-'/z-% -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2N 4 1+C2+3+C2+1 4 1+C3*3+C3+1 4 1+C2+3+C2+1 2 +E+!-- 2 1+C2+3+C2+1 3 1+C2+3*C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 _ ` -7 `-!' SEE TABLE 14 FOR DESIGN PRESSURE A7 .-- 'Al �<GI WINDOW WIDTH-59.28 NOTES: U t "MIN.SASH SIZE= 45 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SEE SHEETS 3-0).SASH SIZE IS AS PER THE a Max.Anchor O.C. Anchor %�Cc '•C0.?!... Group F FIGURES ON SHEETS 6-8. ��StS�( OHIO Spacing for"Integral- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation 3)SEE SHEET 9FORAGUIDETOUSINGTHESE TABLES. /'III1Ii t 3.7" 4)'1/4-1/2-1/4'AND-1/3-1/3-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER.P.E. IN THE ADJACENT COLUMN.'CUSTOM•INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.N 58705 TABLE 26: Glass Typea Anchor Quantities for XOX Windows t0-12 Sash 24'Height 30'Height 38'Height 48'Haight 54'Height 63'Height 24'Height 30'Height 36'Height 48'Height 54'Haight 63'Height Sash Wldlh Configuration a a a a a a a a a a a ReInL Leel Range On) Heed&SIII Head&SIII ' Head&SIII Heed&SIII Head&SIII Head&SIII Head&SUI Head&SIII Head&SIII ' Head&SIII Head&SIII Head&Bill R4 Anchor Group A Anchor Group C 351/4' %%-Ys 11.391-11.391 1+C2.0+C2N 2 1+C2+0+C2+1 2 HC2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 t i 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 .Ap�nvNumrptyla-QD rlr;r�t4 38' Y-/-/s 12.308-12.308 � inC 45118' )'-ya-): 11.391-13.397 - 1+C2+0+C2+1 2 1+22+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C3+0+p+1 4 !74d.118 + 1+C2+D+C2+1 2 1+C2+0+C2+1 2 HC2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+p+0+pN 4 Ys-/s-/a 13.306-14.803 �A47.314' Y4-Ys-3' 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+02+1 3 1+C2+D+C2+1 4 1+C3+0+C3+i 4 1+p+0+C3+1 4 ''/a-Y% 12.298-15.558 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+i 4 1+p+0+p+1 4 1+p+0+C3+1 4Custom 11.391-12.076 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+O+C2+i 3 1+C3+0+p+1 4 1+p+0+pN 4 1+C3+0+p+1 4 52-118' %-Y.-% 12 017-13.397 1+C2+O+C2+1 2 t+C2+0+C2+1 2 1+C2+D*C2+1 3 1+C3+0+p+1 4 1+C3+O+p+1 4 1+C3+O+C3+1 4 5 '/s-'/s-Y 13.398-17.018 i+b2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+p+asp+1 4 i+p+0+C3+1 4 m N Custom 11.391-13.397 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+p+2+p+1 4 1+C3+2+C3+1 4 s m 60' Y-y-y4 13.398-15.360 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+p+1 4 Hp+2+C3+t 4 -Ya-A t5.361-19.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+i 3 1+C3+0+p+1 4 1+p+0+C3+1 4 1+C4+0+C4++1 4 to Y 1+C2+2+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C20 4 1+p+3+p+1 4 1+p+3+pN 4 Custom 11-391-13.397 rO j 'nes 75' %''/s-y 13.398-19.110 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+3+C2+1 3 1+p+3+p+1 4 1+C3+3+p+1 4 i+C4+3+C4+1 4 Y3-%-Y) 19,111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+p+0+p+1 4 1+C4+0+C4+1 4 1+C4+0+01+1 4 j to 0 Q Custom 17.841-19.387 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+p+4 430 4 1+p+4+p+1 4 1+C4+4+C4+1 4 O r Y4-yl-y4+ 1+C2+3+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+4+C3+1 4 1+C3+4+p+1 4 1+04+4+CAN 4 U) c4e0 iZ' � 86' /-�-/, 19.396-24.360 �'r to -Ys 24.301-31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+p+3+C3+2 4 2+p+3+p+2 4 2+24+3+CA+2 4 120' Y.- -� 29.641-32.515 2+22+3+C2+2 2 2+22+3+C2+2 2 2+22+3+22+2 3 2+p+4+p+2 4 2+p+4+p+2 4 2+C4+4+C4+2 4 --1 c� O1\'q p D Z /s-/-'/s " 32.516-39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+p+2 4 2+C4*3+CA+2 4 2+CA+3+01+2 4 Z U)LLL � uMo'a ❑ Ld 140' Custom •• -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+4+C3+2 4 2+C4+4+C4+2 4 2+G7+4+C4+2 4 U U_ X 9 o U) Anchor Group B Anchor Group D ~Z rD 0 co co Lu DMa 35-114' �-�-� 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 i+C2+0+C2N 2 1+C2+p+C2+1 3 1+02+0+C2+1 4 1+C2+O+C2N 4 1+C2+0+C2+1 4 n X m , CO 38' %%-Ys 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2N 3 1+C2+O+C2N 4 1+C2+0+C2+1 4 1+C2+D+02+1 4 1+C2+O+C2+1 2 1+C2+0+C2N 2 1+C2+0+02+1 3 1+02+O+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2N 4 O Z d Z �. (� LL LL '/+•y-y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2N 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+p+0+pN 4 1+p+0+pN 4 1+C2+0+C2+1 2 1+C2+D+C2N 2 1+C2+o+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+0+p+1 4 LLL 5 45-1/8' -1 '%-Y,Y3 13.398-14.653 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2N 3 1+02+O+C2+1 4 1+C2+0+C2+1 4 1+p+0+pN 4 1+C2+O+C2+1 2 t+C2+0+C2N 2 1+C2+O+C2N 3 1+C2+6+C2+1 4 1+C2+O+C2+1 4 1+C3+0+p+1 4 _ J � 47.'g4' Y,-%-y 11.381-12.297 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 A 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+p+0+C3+1 4 1+C3+0+C3N 4 f- Q �--' Yi h-% 12.298-15.558 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+p+0+p+1 4 1+p+0+p+1 4 1+22+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+G3+D+C3+1 4 1+p+0+p+1 4 ® Z � 11,45 Custom 11.391-12.016 1+C2+0+C2+1 z 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+03+0+03+1 4 1+p+0+p+1 4 1+C2+0+C1+1 2 1+C2+WC2+1 2 1+C2+0+C2+1 3 1+C3+0+pN 4 1+p+Mp+1 4 1+p+0+p+1 4 ❑ Q i- 52-118' ''/a-'/:% 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+p+0 C3+1 4 1+C3+0+C3+1 411.03.0+r-30 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+D+C3+1 4 1+p+0+p+1 4 1+p+0+p+1 4 I-- Z Z eleag %-Ys-Ys 13,398-17.016 1+C2+0+02+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+p+0+03+1 4 1+p+O+C3+1 4 t+C3+0+C3N 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 Hp+0+C3+1 4 1+03+0+p+1 4 ¢ O O O Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 Hp+2+p+1 4 1+p+2+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+22+2+22+1 4 1+p+2+p+1 4 1+p+2+p+1 4 O N 60' %'/:% 13.398-16.360 1+22+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+p+2+pN 4 1+p+2+03+1 4 1+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 U l(j g Y-X% 15.361-19-8411+C2+0+02+121+C2+0+C2+121+C2+O+C2+131+p+0+p+141+p+O+C3+141+C4+O+C4+14 1+C2+0+C2+121+C2+0+C2+i21+C2+0+C2+131+p+0+p+141+p+0+p+141+C4+0+24+14 0 Z Q' Custom 11.391-13.397 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+p+3+pN 4 1+p+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+3+C2+1 3 t+C2+3+C2+1 4 1+p+3+p+1 4 1+C3+3+pN 4 ¢ _ 76' Y-y-y 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 1+p+3+p+1 4 HCA+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+p+i 3 1+p+2+p+1 4 1+C3+2+C3+1 4 1+01+2+C4+1 4 ant -asap sa•og y%-Y 19.111-24.041 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+p+1 3 1+p+0+p+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 HC2+O+C2+1 2 1+22+0+C2+1 2 1+C3+0+C3+1 311-03-0+C3+1 4 1+C4+D+C4+1 4 1+C4+D+C4+1 4 `\7\\ ///, Custom 17.641-19.397 i+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+p+1 4 Hp+4+C3+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+p+4+p+1 4 1+C3+4+p+1 4 HC4+4+C4N 4 `�. n�Y LYNAI Mi��i,/ i B6' '/.-'%-Y 18.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2N 3 1+p+4+C3+1 4 i+C3+4+pN 4 1+CA+4+04+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1+p+3+C3+1 4 1+C4+3+C4+1 4 `QCt�.•" L\CENSE•'•�FP h%-Y. 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+p+2 4 2+p*3+G3+2 4 2+C4+3+01+2 4 1+C2+2+22+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+p+2+p+1 4 1+03+2+p+1 4 1+01+2+04+1 4 •,• 29.841-32.615 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+p+4+p+2 4 2+p+4+p+2 4 2+CA+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+02+3+C2+2 3 2+p+4+C3+2 412.r-3+4+C3+214 2+C4+4+C4+2 4 _ No.58705 120 32.516•39.841 2+22+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+Cq+4+C4+2 4 2+C5+4+C5+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+p+2 4 2+CA+3+CA+2 4 2+C4+3+CA+2 4 _ (/{; 140' Custom -39.641 2+C2+3+C2+2 2 2+C2+3+22+2 2 2+C2+4+22+2 3 2+p+4+p+2 4 2+24+4+C4+2 4 2+CS+4+C5+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+4+p+2 412+04+4+C4+2 4 2+C4+4+C4+2 4 -/ �j .��.��-:•��_- NOTES: SEE TABLE 15 FOR DESIGN PRESSURE %O•- STA EO 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). •'•'t 0R10P,.,' GLASS TYPES 10-12&14-16 '• _WINDOW WIDTH-60"72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. �/// ..... ..•. MIN.SASH SIZE `'•G�� MAY NOT BE USED WITH 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. //r��NAL J-CHANNEL OR INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. •FIN FRAMES 4)'1/4.112-114'AND-1/3.1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.EJ158705 TABLE 27: Glass Types Anchor Ouantltles for XOX Windows 14'16_ Sash 24'h Height a 30'Height I 36Height u 411•Height a, 54'Height a a 24'Height'e 30'Haight a 36'Haight 1 n 48'Height a 54'Height a 63HeIB hl Sash Conigurallon yldl ^9 ' H ReInL Level Head&Sill d 8 Sill Head&SIII Head&SIII Head&SIII Head&SBI Head&SIB Head&SIII •S R4 Anchor Group A Anchor Group C 35-1/4' %-Ym% 11.391-11.391 1+C2+O+C2+1 2 1+C2+0+C2+i 2 1+02+O+C2+1 3 1 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 ._ - 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+p+O+4+1 4 -R"idsHowRzCtylgwll�h+ 38' %-Y,-Y, 12.308•12.308 Fbr{da Said op C �/% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 t+q+O+G3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+9 4 wu 45-1/8' 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+gN 4 1+p+0+4+1 4 1+C3+0+C3+1 4 (Ml1Ap ,I-+ 13.398-14.8113 ml ds lkodugC %-Y.-% 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+G3+0+C3+1 4 1+C3+D+4+1 4 1+C4+0+C4+1 4 47.314' Y 12288-15.556 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+D+q+1 4 1+C3+0+C3+1 4 1+C3+D+G3+1 4 By, Custom 11.391-12.018 1+C2+0+C2+1 2 NC2+O+C2+1 2 N4+0+C3+1 3 1+C3+O+C3+1 4 1+C4+0+04+1 4 1+04+O+C4+1 4 52-1/8• '+/-);-Y 12.017-13.387 11+C.-240.C2+1 O+C2+1 2 1+C2+O+C2+1 2 1+4+D+C3+1 3 1+q+0+C3+1 4 1+04+0+C4+1 4 1+C4+D+C4+1 4 13.398-17.018 0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+4+1 3 1+C3+0+C3+1 4 1+C4a0+C4+1 4 1+C4+0+C4+1 4 a Custom 11.387-13.397 2+C2+1 2 1+C2+2+C2+1 2 NC2+2+C2+1 3 1+C3+2+G3+1 4 1+C3+2+p+1 4 1+C4+2+C4+1 4 > m 60' %-y=_y 13.396-15.360 Not Atlowed +1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 NC3+2+C3+1 4 1+p+2+pN 4 1+C4+2+CA+1 4 a %-%I-% 15.381•19.641 +0+C2+1 2 1+C2a0+C2+1 2 1+C3+0+03+1 3 1+C4+0+04+1 4 1+04+0+C4+1 4 1+C5+0+CS+1 4 LO Y Custom' 11.391-13.387 +2+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+p+3+03+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 (n ,qua 75' y-�-'✓ 13.388-19.110 +2+C2+1 2 1+C2+2+C2+1 2 1+02+3+02+1 3 tapr3+4+4 4 1+04+3+C4+1 4 1+04+3+04+1 4 vl-y-ss 19.111-24.841 +O+C2+1 2 1+4+O+p+1 2 1+q+p+pa1 3 1+04+0+C4+1 4 1+C5a0+C5r1 4 NCS+o+C5+1 4 j O LUalom 1111= 7. -19.397 +3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+G2+1 3 1+q+4+q+1 4 1+C4+4+04+1 4 1+C4+4+C4+1 4 r 8fi' y-)�i-% 19.398-24.380 +3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+04+1 4 1+C4+4+C4+i 4 1+C4+3+04+1 4 } .� a+aa W' � -''/e-'/i 24.361-31.641 +2+C2+1 2 2+G2+2+C2+2 2 2+C2+2+C2+2 3 2+04+3+C4+2 4 2+04+3+04+2 4 1+C4+2+C4+1 4 O Ca,f4 N %.%-y 29.641-32.515 +3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+04+3+C4+2 4 J 120' 32,516-39.641 +2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4 3+C4+2 4 2+C4+3+04+2 4 2+C4+3+04+2 4 Z LL una0 0 140' Custom •• -39.641 +3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+04+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 L) x2 W x 0 Anchor Group B Anchor Group D F-Z O W on 35-114' Y.-Y.-Y. 11.381-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+C2+1 +0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 I-C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+O2+i 4 o W O3 0 ,J OM0 38' %-'/e-)a 12.306-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C3+0+q+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+O+C2+1 4 1+C2+0+02+1 411+03+0+C3+1 4 �Z D.Z 1 p F- 2 45.1/8' Y%-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+p+0+C3+1 4 1+C3+D+C9+1 4 1+C4+0+04+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+02+1 3 1+4+0+4+1 4 1+p+0+C3+1 411+04+0+C4+1 4 W V- ''/I-y-y 13.398-14.883 NC2+0+C2+1 2 NC2+0+C2+1 2 1+C2+D+C2+1 3 1+q+0+pN 4 1+4+0+03+1 4 NC3+0+C3+1 4 1+C2+o+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 Np+0+4+1 4 1+C3+O+C3+1 4 J 47 4' -y 11.391-12.287 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+4+1 4 HCS+O+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+4+0+C3+1 4 1+C4+D+C4+1 4 O %-Y.-Y. 12.298-15.558 NC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+4+0+4+1 4 1+p+0+4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 NC2+0+C2+1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 t+q+D+C3+t 4 ® Q �S Custom 11.391-12.016 1+C2+0+02+1 2 1+02+0+C2+1 2 1+4+O+C3+1 3 1+4+O+p+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 411+C2+0+02+1,2 1+C2+0+C2+1 2 1+4+O+C3+1 3 1+C3+0+4+1 4 1+04+0+C4+1 4 1+C4+O+C4+1 4 yI Q )--• 52-1/8' -35--% 12.017-13.397 NC2+0+C2+1 2 1+02+0+02+1 2 1+q+0+p+1 3 1+p+Orp+1 4 1+C4+O+GS+1 4 1+C4+D+C4+1 4 1+C2+0+C2*1 2 1+C2+0+C2+1 2 1+C3+0+4+1 3 1+p+0+4+1 4 1+C4+0+04+1 4 1+C4+O+C4+1 4 d )- z LK YI-Y% 1J.3B8-17.D16 1+C2+O+02+1 2 1+C2+O+G2+1 2 1+4+0+4+1 3 1+p+0+p+1 4 1+C4+0+04+1 4 1+C4+D+C4+1 4 1+C2+O+C2+1 21+C2+O+C2+1 2 1+4+D+C3N 3 1+4+0+p+1 411+C4* O+C4+1 4 1+C4+O+C4+1 4 ;¢ 0 Z °10 Custom 11.381-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 4 1+C3+2+4+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+03+2+q+1 4 1+q+2+p+1 4 1+01+2+C4+1 4 O � N O 60' %-�-� 13.398-15.380 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 4 1+4+2+C3+1 4 1+C4+2+C4+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+4N 4 1+C3+1+p+1 4 1+C4+1+C4+1 4 � () � � %-'/I-y 15.361-19.041 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+p+D+4+1 3 1+G+O+C4+1 4 1+C4+0+04+1 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+4+1 3 1+C4+0+04+1 4 1+C4+0+C4+1 4 HCS+O+C5+1 4 u Z O Custom 11.391-13.387 1+02+3+C2+1 2 1+C2+3+C2+i 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1+C4+3+04+1 4 1+C4+3+04+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 Q = 75' )a-Y-Y 13.398-19.110 1+02+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+p+1 4 1+04+3+04+1 4 1+01+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+p+i 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 a01 ',seG sous Y-y-% 19.111-24.641 1+02+0+C2+1 2 tap+0+q+t 2 1+prp+p+1 3 1+04+O+C4+1 4 1+CS+0+05+1 4 1+C5+O+CSN 4 1+02+0+02+1 2 1+p+0+p+1 2 1+q+0+03+1 3 1+04+0+04+1 4 HC5+O+C5+1 4 1+05+0+05+1 4 Custom 17.841-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 HC2+4+02+1 3 1+4+4+pat 4 1+04+4+C4+1 4 1+C4+4+C4+1 4 1+C2+3+02+1 2 1402+3+02+1 2 1+02+3+C2+1 3 1+p+4+p+1 4 1+04+4+G4+1 4 1+C4+3+04+1 4 `��ONY.LYN�!41j,��i, BB' �%% 18.390-24.360 NC2+3+C2+1 2 1+02+3+C2+1 2 1+02+4+02+1 3 1+CA+4404+1 4 1+C4+4+C4+1 4 1+04+3+C4+1 4 1+C2+2+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C4+3+01+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 : Q••.•' 1.ICENS�•..CSP y%-y 24.381•31.841 2+02+2+02+2 2 2+O2r3+C22-C2+3+C2-2 3 2+C4+3+G1+2 4 2404+3+04+2 4 1+01+2+G1+1 4 NC2+2+C2+1 2 1+02.2+02+1 2 1+C2+2+02+1 3 1+04+2+04+1 4 1+C4+2+G1+1 4 1+CA+2+04+1 4 y-%a-I 28.641-32.515 2+02+3+C2+2 2 2+C2+3+ +4+02+2 3 2+C4r4+C4+2 4 2+C4+4rC4+2 4 2+Gf+4+Cq+2 4 2+02+3+02+ 4+3+C4+2 4No.56705120' -y 32.516-38.841 2+C2r3aC2+2 2 2+02+3+ +3+02+2 3 2+04+4+04+2 4 2+04+4+C4+2424044+2+04+2 4140• Custom •39.841 2+C2+3+C2+2 2 2+C2+3+ +4+C2+2 3-4+4+C4+2 4 2x01+4+C4+2 4 2404+3+04+2 4 2+02+3+02+2 2 2+02+3+C2+2 2 2+02+3+C2+2 3 2+04+4+C4+2 4 2+Cd.4+C4+2 4 2+04+3+04+2 4 l�O'. 17 [' �- NOTES: SEE TABLE 16 FOR DESIGN PRESSURE .(\ SAfE O•� 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). �,�s '•�aR1DP,.•'•�\�� SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-6. WINDOW WIDTH-80.72 GLASS TYPES 10-12 814-18 "MIN.GASH 512E= 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)'1/4,-1/2-1/4'AND-1/3-113-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER.RE �,FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. REA 58705 TABLE 28: B III of Material 3.500' =I 3.500' 3.500' 3.500' # Part# Description Material O62• 082' 082' 062• 1 620121 Frame Head,SIII and Jambs-J-Channel PVC ID 2 620122 Frame Head,SIII and Jambs-Flange PVC a 0 U 3 620123 Frame Head,Sill and Jambs-Fin PVC 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC 13 620172 Antl-Lift Insert/Trim Cover PVC 2'445' 2.A45' 2.445 2.4PSI 45' 14 620131 Fixed Meeting Rail PVCif) 620158 Track Insert I ❑�� a� ❑❑� ❑a� 16 820129 Sash Rail(Sides,Tap 8 Bottom) 6063VC o O ' � -L ❑ uu 17 620166 Monorail 6083 T6 AI .625' T J-CHANNEL •625• FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 820156 Pull Rail Interlock 6083 T8 AI T 1.375 O FRAME HEAD,SILL r 2O HEAD, ILL& 1.375 O� BSSILL 8 - O JAMBS 8 20 620144 Pull Rall Interlock Cover PVC I} 1 1 i 21 620150 Light Sash Reinforcement 6063 TO Al 1 22 620151 Standard Sash Reinforcement 6063 TO Al 1.872• 1.641• 23 620152 HD Sash Reinforcement 6063 TB Al I._ 24 620153 Standard Meeting Reil Reinforcement 6005 T5 Al I+ 1'6Dr ►{ o � 1 Aar 25 620154 HD Meeting Rail Reinforcement 6005 T5 At I I 1.830' I I� 2.100- -moi 2'176- 26 620155 H.D.Hor z.Roller Meeting Reil Reinforcement 6005 T5 Al 772' 085' o o 1.020• .375" n IT n 27 71OX114PPA #10 x 1.1/4'PH.PH SDS(Monorail Screw) 410 SS I .590' 28 61844 Weatherstrip,.187'x.270•Fin Pile -� 085• .080' ° .0070'�J os0• 29 81719 Weatherstrip,.187'x.220°Pal Pile LIFT RAIL LIFT RAIL 1,231• -� 1.000' 30 i/8%1'Ph.PH SDs(Interlock Mounting Screw) 410 SS 13 &TRIM COVERANTI-LIFTINSEFIXED 14 MEETING RAIL 15 INSERT 16 CK SASH RAIL 19 INTERLOCK 20 INTERLOCK COVER 31 78X312PPA #8 x 3.1/2"Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 33 720210 Weep Hole Cover PVC .316' - �y- •070' 060, 1.100' 34 720187 Installation Screw Hole Plug PVC -�{ .8604' 175, 11i .300' 37 720197 Auto Look C Steel I .754' .7511" •715• 715' 38 720109 Sweep Lock Cast Zinc TTT �f 39 720196 Auto Lock Cover Assembly Cast Zinc .035" -��-} .025' -�1-•-} 1.185 .06D' T STANDARD Ss LAMI IG EXTRUDED ROLLED LIGHTSASH Al 720200 Auto o and Sweep Lock Keeper S(Auto and Sweep Lock Screw) Cast Zinc 72 BEADING 81 SCREEN FRAME 82 SCREEN(FRAMSASH E 21 REINFORCEMENT 22 REINFORCEMENT 42 76X34PPA #8x 3/4'PH.PH SDS(Keeper Screw) SS 43 7612FPTX #6 x 1/2'FPH Tek(Reinforcement Screw) SS 070 -.�I�- 1 182 I. +{ 1 182 �- -�I I' .280• 44 Leadstlle Top Comer Key Nylon -{x--'4- 45 Leadstlle Bottom Comer Key Nylon 1'184' r 070 094' 46 Lockstlle Top Comer Key Nylon 070' ,781• 1.036^ 1 oq1 1.Og1" 1.228 Key .810'Fz ,130' .184' J- .074'q7 Lockstlle Bottom Comer Ke Nylon LII I-- .150' - { 1.331' �- 1.340' 48 720204 Wheel Nylon T1- -�{ 1.340' �-- -�I Il-- , 72 820135 Lemi.I.G.Bead PVC HD SASH STANDARD HD MEETING HD HR MEETING 74 Backbedding,GE 7700 or Dow 791 Silicone 23 REINFORCEMENT 24 MEETING RAIL 25 RAIL 28 RAIL 17 MONORAIL 4pprovud_ar compl(oQalr§tl. REINFORCEMENT REINFORCEMENT REINFORCEMENT Florid.Hot, 15 75 71684/5 Setting Block(7/8'x 2'x 118'),85+1-5 duro. EPDM Data 76 Super Spacer nXT with Hot Melt Butyl Composite NOTES: p y �� LYNN Ravleed BY Date: Revlalon: HOAR 77 Duraseal Composite 1)ITEMS#5-12,1e, \ ��Sl At ml da prodoN COMM / 78 Cardinal XL Edge Spacer Composite ARE 36, T USED D A 79 \\��`I�•.•'�vCEMSE•'•�F�P �1�� a� lJ ARE NOT USED AND �.:' Ravleod 8y: Date: Revleron: 80 61011 Roll-formed Screen Alum ARE NOT PART OF '•�< ' 81 61012 Extruded Screen Frame Alum THIS APPROVAL. y}r No.58705 82 Extruded Screen Spreader Bar Alum = P\T] z - n Desodp0on: Drawn Dy. z)PVC eYlxoYAL c Q_ WINDOW EXTRUSIONS&BOM J ROSOWSKI 83 47042W Screen Comer Key with Pull Ring PVC WINDOW AND DOOR 'b B4 47041W/CKGLB Screen Comer Key No PUII Ring PVC PROFILES,LTD.,70 %�n F :•�� 1070 TECHNOLOGY DRIVE 711 Dale: 85 7CASPM Tension Spring SS BE LABELED FOR �C'- FCOR1Dr••'(j?;` N.VENICE,FL 34275 HORIZONTAL ROLLER-LM 05/15/15 BB 61816048 Screen Cloth Flbe lass MMA EXTRUDER ,��SS,' E� P.O. BOX 1528 r9 CODE. ir7r�OPfA+- ��` NOKOMIS,R.34274 Sedea/ModeL• Scala: Sheet: Orawlnp No. Rer. 87 61835/61614 .140°Screen S line(Machine/Hand Rolled) Vinyl A.LfNNMILL�}2,P.E. CERT. OF AUTH. 829296 MR-5510 NTS 17 OF 18 MD-HR5510-01 P.E.R 58705 TABLE 21: Is SASH • Egress Lock BIII of Material ASSEMBLY MITERED FRAME WITH 44 DETAILS O+ # Part Description Material 1 INTERIOR AND EXTERIOR FRAME WELDS 100 7MC7024 Multi-Print Lock Operator Ca912inc 105 101 73340 Operator mountingPlate Steel 76 42 102 72016 Multipoint Lock Keeper Alurninum 31 103 720214 Multipoint lock Guide Nylon EXTERIOR 46 ATTACHED TO 104 220217-721 Tie Bar(Length Varies Stalnless Steel 32 SASH RAIL 105 71024X12HFX#10 x 117'HH MS Stainless Steel 1 106 78XIFPAX #8 x 1"Ph.FH SMS Stainless Steel 72 X4 107 78X75FPTX 1#8 x 314"Ph.FH SDS 1 Stainless Steel i 1 ® O17 ATTACHED TO 103 30 FRAMEJAMS 27 EGRESSLOCK 16 7 DETAILS 3 '••�.�' 40 (NOTTOSCALE ' 39 86 83 ORO 42 �• 104 87 l '., ` `•., OPT.AUTO LOCK 85 45 ;•� 20 +pprovcd 1,i complyl.&.114 Oe ATTACHED TO _j?IoHds Du dl od■ 5 FRAME JAMB D■te 4 1 106 8 tYOAM + 441■ad ad.Ptal■clC ml 101 42 p7. 16 10 82 14 O OPT. 72 : �''•. 36 102 —� X4 1 40 47 ® 1 OPT.SWEEP LOCK ATTACHED TO 42 1 FRAME JAMB 80 ORO 15 ® 1070 TECHNOLOGY DRIVE MITERED FRAME WITH N.VENICE, FL 34275 1 INTERIOR AND EXTERIOR 100 (941)-480-1600 FRAME WELDS CERT. OF AIRH. A29298 SCREEN ��\IIYNM 7fRevised W. Dote: Revision: ASSEMBLY I :� 'p ��cENSF Revised Or. Dole: Revision: DETAILS ¢ 140.63-(05 :zDesction: Drawn W.* (BOR 84 - •(�(, L � EXPLODED WINDOW VIEW J ROSOWSKI EXTERIOR FRAME ;�13 1. Dote: 15.' tui ASSEMBLY ' C1 ST E O W Vile: RI ORIOP.•'C�: HORIZONTAL ROLLER-LM 05/15/15 N07ES: DETAILS �. i ��c�ss/••:....••��a. 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. -1 �vv` 0NA4 Serfoe/Model: Scale: ■e1: DreMng No. Rev. 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. I(!L'YN1,HILLER`b.E. HR-5510 NTS 18 OF 18 MD-HR5510-01 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.#58705