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HomeMy WebLinkAboutProduct Approval-Windows I r ,c ra //C ,sc Ili -+ .c 54. -t,.. F.-"t. ... -. _ l.r.-,„`_,( ' ._ _� BCIS Home I Log In I User Registration i Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map Links I Search I Florida 1y�� 6,1 Product Approval *PA,,t V' USER:Public User �� ir Product Approval Menu>Product or Application Search>Application List>Application Detail '!/ er SF EF/'9 j' ''ja ,, -i FL# FL239-R26 Gc�pN,o Application Type Revision coo e*/ Code Version 2017 �f6 6,,z4 ' 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 Ext22318 ; A. druark@pgtindustries.com Authorized Signature Jens Rosowski yl, jrosowski@pgtindustries.com 'S ” Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext 21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory 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 09/25/2018 Date Validated 10/15/2018 Date Pending FBC Approval Date Approved 10/25/2018 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063002.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063002.pdf (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: 239.2 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063007.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063007.pdf (NOA)for product performance information,anchorage 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: 239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063008.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063008.pdf (NOA)for product performance information,anchorage 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: 239.4 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063003.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063003.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063004.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063004.pdf (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: 239.6 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063006.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063006.pdf (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: 239.7 I SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063005.odf 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 R26 II 17063005.odf (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-7600A(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 18-0430.07.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/23/2023 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 18-0430.07.odf (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-7700A(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 18-0430.06.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/23/2023 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 18-0430.06.pdf (NOA)for product performance information,anchorage 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: 0 0 ' I 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(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 1Z1 gal I *1 Credit Card Safe securityM ETRI cs' SII , MIAMI-DADE MIAMI-DADE COUNTY CSUN1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econromv 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"SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-5115500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13,dated 05/15/15,with revision 13 dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises;NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. r= NOA No. 17-0630.05 ',MIAMFDADE COUNTY Expiration Date: July 30,2020 APPROVED f 1120// /j ��J Approval Date: November 30,2017 Page 1 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 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG r1'PS spacer system,Duraseal® spacer system, Super Spacer®NXTT"x spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. i (Submitted under previous NOA No. 16-0714.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 • 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 ; 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964, dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) 1 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 • 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7966, dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 19.05 --ift. Manuel 'er• P.E. Product Contro x• 'liner NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 1 I i 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. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"date. 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions U,SA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16 expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows' and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition(2014) and FBC 6th Edition (2017),dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries,Inc. for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and -. siring on 07/30/20. • e � i Man • Pere' P.E. Product Con rol E .miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 • ESNWIE FOR 2a11B'MAR.oc./ 2,-.- RADIUS-TOP 1510• �"'1 ANCORGEFX41GRE DESIGN PRESSURE RATINO IJ IMPACT RATING /� 54 MAX BUCK WIDTH NNC O.C. FORVARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIN -' IT MAX FROM �. IE MAX NHEADER(SW WFOR AU. LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FTRES) FRAME SEAM B.SEE�__ ~-1MAXO.G� WWOOW TYPES) iI��I� SHEET3 1 -y- 52-1/a MAK BUCK WIDTH i- 11I ITTLLL--�----''-�---- )/ 70•MAX FROM SEE SHEETS I 1-1/4• �_ ASEET� I-i FIXED 1r MAX (r FRAME SEAM ........r_ ,SEE�._ 888 SHEE��_ 3P MAX O.G•-� 1r MAX SNEETJI LIGHTw�T1H 1 11 '-T SHEET Ti� I I i t I B,SEE h-sr MAX O.G iC. ASEE. h : Ir MAX I FIXED II SHEET3� y`'-_F-1 " 1 sl�SEE ! I �1 SNEET3fI I --� EQUALLY I /VISlwc 1 A.SEE l 1r MNL 1 I / EQUALLY 117-718•MNL O.C. ANCHORS PFA I f /HEIGHTti-7/8•AIA7C O.C. SHEET 3'� I.'.. I! / 1 j ! I / LI ANCIHOSPACED. I! �_ TABLES 0-11 ,I I I AA 1 81.TB' ESPN !� na/8•MAX GC. i BSI• • I / ANCHORS PERI TABLE5911 II _ --- --� HEIGHT -I I O I 1 84• P.I - BUCK I 1 Mme. O! I _ - 'I HEIGHT 1 rIy- -.—_ fI _r MAX '' _ 10'MAX O.C. BUCK -'-- -- I AS SHOWN Q I I TABLES 411 I1 1 /� 10•MAXOG lA X ^ I3 IE MAK O.G BUCK HEIGHT 1 x I I I / X I I-J 1 4,0..C. . HEIGHT X I ! Q J' (&MAX) ` Jyyy' N 1 I-i' I L Is i 1! - '13-3/4•MAX O.C. i �- l // I I1}1d MAX.0.C. EQUALLY i I /SASH 113.V4•MAX O.G EQUALLY II I! I SPACED I / _ J— SPACED 1 I /NSI LE I- I T SPILL®, I L-/ SEE + ANCHORS PER I / ANL210R5 PER I LIGHT ''Y �� I _I:_ 1 SHEETS I C' TABLES 471 I I A I TABLES SII / HEIGHT g Al I TABLES 911 1� ; I A 888 L. 1 ) 1 1 1 ' ANCHORS AT SILL NO ANCHORS ATSUL I i NO ANCHORS AT D- --J 1-lIE ism I B►— B SEE SRL WEEP- !'! SEE NOTCH WEEP- 6 SEE SILL WEEP. SEE SOL WEED ir,54•MAX BUCK WIDTH NOTCH PETALS NOTCH PETALS, 54'MAX BUCK WIDTH -� �NOTGLDEA115, SASH VISIBLE NOTCH PETALS, SHEET3 LIGHT WIDTH SHEET MEET 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 ORIELIPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75-HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW I)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE MGH VELOCITY HURRICANE ZONE(HUM). GENERAL NOTES --..___,___1 , 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LTTE(CAP)MEM USTTPERED. ELEVATIONS.-._._.--..___.____1 3)FOR MASONRY APPLICATIONS IN MANMADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVA DATIONS WERE SOUTHERN PINE. FRAME,GIASS&ANCHOR OPTIONS___2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MDL KSI PFA ANCHOR TYPE INSTALLATION,FLANGE 8 EQUAL LEG/BOX_.3 4)ALL WOOD BUCKS LESS THAN 1.12'THICK ME TO BE CONSIDERED IXINSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION.INTEGRAL FIN&JCHANNEL 4 DEPICTED AS 70(ARE 7-171'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING SETHLLS_____._._.___._....5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)ORARCHTTECT OF RECORD.(AOR). DESIGN PRESSURES._.__._..__ __6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES___.___.._______13-10 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND O BEYOND DE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROF LES..__.,__.... .. II 6)UT MAX.SHINS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 0 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OFTRNISFERRINO APPLIED LOADS. ASSEMBLY&PARTS LIST_____. .12-13 7)DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURALS CYCLE TESTING AND GLASS PER ASTM EI300. •2017 FLORIDA BURDING CODE(FSC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FSC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVEBEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.773%STRESS OLCRE/SE HAS NOT BEEN •ASTM EI30009 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT CONE INTO CONTACTWRH OTHER •ANSVAFBPA NOS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING COOE FOR CORROSION RESISTANCE. *ALUMINUM DESIGN MANUAL ADM-2015 PRODUCT REVISED BIMETAL SUBSTRATE TO MEET mW.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDABULDWG CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. *MI S100.12 m Flying with Or Florida 10)REFERENCES:TEST REPORTS FTL-7861&7866:ELCO ULTRACON NOR ELCOCRETEFLEX NOR ELCO AGGRE-GATORNOA:ENERG WINDOW AND DOOR PROFILES,LTD WHITE&BRONIFAIGHTER ••A)SC360-10 140114468AC0,N blo Q.�j SHADES OF CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,AWSI/AFBPA NDS B ALUMINUM etTSIDNFTV JAL - 'WD9c_/TT(OCIIL Q5 US11)EINSTRUCTIONS:CABLE EGRESS uIREMENrs TO BE REVIEWED BY BUNTING OFFICIAL `` apNuYLYMN���j�•,`, ri„,,... UPDATED TO FISC 2017.-JR- •�C AP Cmjtr(/j��/ Produa 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. . % O6/D6/17 L/ 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 20R 3 ACCORDING TO THE INSTALLATION COMMONS, -* N 5 L 3)KNOWING YOUR GLAZING OPTION(TABLE 1).WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - *- 0 PRESSURE FROM TABLES 441.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW %-IT B' DwmR OPENING OBTAINED IN STEP T. (a)- f. Cr 1070TECHN%DGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES a11.VERIFY THE ANCHORSUBSLRATE WILL MEET REQUIREMENTS FOR ��•.' C' N VENICE,FL 34275 _ YOUROPENINGSCONDMONFROM TABLES 2OR3•AND THAT ALL NOL REQUIREMENTS FROMTHISSHEETSETARE MET. ;'`'•••RQRLDp.:'�•�:� �°7 1600 SINGLE HUNG WINDOW INSTALLATION-LM 05115/15 i Dew 5)INSTALL AS PER SHEET 3 FOR THRUFRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ei s•5/(•.......• CD ,,,,, NAL.L,,0 RESTA,C. se+.4/Lm* Sallee SAem Doming No. Aar. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORALL FRAME TYPES(1CHANNEL.I°DIRGE, A LYNN u[tER.PE INTEGRAL FIN OR EQUAL LEGBOX} PEA55,LC CEltr OF,URH.rmzes SH-5500 NTS 1 OF 13 MD-SH5500-01 B • TABLE 1:ALLOWABLE GLASS TYPES Frame Gas. Frame Frame WasDecd Description from Wed.to labs Oedgn Preterm Types Options Comps Shapes In1allaton Optons that may be used TYDe P Table• Sheet I (see Flg B)(see Table 1) (see Fig A) (see Fig C) 5 7/8'LemMNed LLL:1/8'A Exterior Cep•7/16'Air Space•5116'Laminated;R)Utes of 118"A Glass MIh.090'PUB Ddedanl 4,5 6 6 7/e'Laminated LG_118'TEeterier Cap•7I16 All Space•5/18'Laminated:(2)Utea of air A Glasss with.090'PVB iltedayer 4.6 6 ....Into 2X Woad Frameniuekstrip-sheet 3,option 1 Flange Equal-ite, SquereIROOL,Through Mono...Into CaceldQdU-aMet 3,option 2 7 7/8'Laminated LG.:316 A Estado,Cap•318'Air Space•5116'Laminated;R)Utes of 1/8'A Wass with.090'P1/0I 0114101 4 6 6 5.10 OIidIProJew Arch-Top 8 T thewindow-' ....through 8 718'Laminated LG:3116 TExterior Cap.318'Air Space•5116'Laminated;(2)Utes of 118'A Wass oath.090'PVB Medeyer 4,6 6 (t2) 8 Cottage R ch-Topp 1X Backside bele Concrete/CMU-sheet 3,often 9 B 7/8'Lamtatodd LG_WA Extenor Cap•7/16 Air Space♦5116 Laminated;R)1Itee of1/6'H lashMlh.090'SO Madaym 7 7 ...into Metal-sheet 3.option 4I 10 718'laminated 1G.:1/8'T Exterior Cap•716 Air Space•5116 Laminated:(2)Utes o11/8'H Wass th 0060'SG Warm 7 7Bon/ Egtalito. SµaadRed., ...into 2X Wood FmrJ mBucksldp-shed 3,option 1 11 716'Laminated LG_3116 A Exterior Cop•3/8'A6 Space a 916'Laminated:(2)Liles of 1/5'1 Glass win.090'SG!derby. 7 7 Equd-Leg 5-16 Odd/Proem Ash-Top 8 Thna the tans....into QXKnte'C14U-sheet 3.4.110112 12 718'Laminated LG.:116 T Exterior Cap•318'AIrSpace♦5116 Laminated:R)lit...1.-H Wass nth.095'SG Medayer 7 7 (34) 8 Ca¢OBe Robles Trp elthe W.I. ....through 1X Bucksbtp into Concrete/WAU-slee 3.aplon 3 13 716 Laminated LO:118'A Estado,Cap•5116 Ate Sora•7/16'Laminated;(2)Lith of 3116'A Gess with.095'SO hurleyer 8 7 ....Into Metal-sheet 3.option4 14 7/6 laminated L0.:1186T Exterior Cap•5/16 Aa Space•7116 Laneated:(2)Utes of 3/16"A Glue nth.090'SG Inedaye, 8 7 Tlecogh the ...Into 2X Wood Frame/Bucket/1p-sheet 4,option 5 15 7/8'Leninated L0:3/16'A Exterior Cap+1/4'Air Space a 7/16 Laminated;(2)Utes of 3116 A Gass nth.086 SG Neriayer 7 7 .1-Channel EWet . Ste "hdeprA Fn""" ...Into Metal-sheet 4,option 7 1 5.8 Oriel/Prodaw Arch-Top 8 16 7/8'Laminated LG.:3/16 TExtador Cap a 1N'Air Spam•7/16 Laminated;(2)Utes 013116 A Gass with.0110'5G Interlayer 7 7 (81) 8 foiege Rodes Top Throw the trema...into 2X Woad Frmne'Bocksblp-street 4,option B of the*Mow ...into Metal-sled 4,option 8 I TABLE 2ALLOWABLE ANCHORS'THROUGH TRE FRAME GLASS TYPES 5,7,9,11.13 Through the ...Into 2XWood Fra e/BOobNp-shy 4,option Min.Edge Min. 815 MAY 501 BE USED M Integral 19n Equal-Lite, SgerelRct,imroy Dr ....Into Metal-sped 4.action 7 Group Anchor Substrate Distance Embedment' a THE HL9RABOVE30. (83) 5-8 OI8 CFLPrOderl Ash-Topa metras._Into 2XWoodFmwJBuckslras-sheet 4,option - - Cottage Rmus Top P.T.Southern Pine(S 0.55) 7118' 13/8' o1 the*Woo ....into Metal-sheet 4,option 8 I 410 SMS Steel A38. 3/8' 0050' 'MAL OF3 (steel,18-8 S.S. BEYONDS Steel Stud,A853 Gr.33' 318' 0.0451'(18 Ga.) 0,4105.5.) THRONE THE FIGURE A:FRAME CONFlGLIRATIONS FIGURE Lk FRAME TYPES 'A•=ANNEALED Aluminum,605,175' 318' 0.050' METAL 'H'=HEAT SIRENGTFIENED P.T.Southern Phe(5On0.55) 7116' 1-3/8' SUBSTRATE. 'C=TEMwErsEO 3116 steal Ultracwl Concrete(min.285 Kai) 1' 13re' / 'PVT•=A90'ITROSIFOL©Fi8 VNGROUTm WI 1 3 BY KVRARA AMERICA INC. Ungrmded CMU,(ASTM C-90) 2-1/2' 1-1/4' cMU•VALUES /701 D P.T.Southern Phe(S 0.55) 8116 13/8' MAY BE USED 'SG•=.090-SFMRYGLA50 #12 SMSSteel,A36' 3/6 0.056 FOR GROUTED !� _ 2-CHANNEL INTEGRAL Fm INTERLAYER BY KURAiAY (steel.1B3 S.S. - CMU Steel Stud.A653 Gr.33' 3/8' 0.0451'(18 Ga) Appue,ATONS. 1O Et O ;^. AMERICA INC. 07410 S.S.) B Aluminum.6083-75' 318' 0.063' 1 COTTAGE 1/4'steel Ultracal P.T.Southern Pine(5G=0.55) 1' 1-3/8' f I OSS 1/4'steel CeteIeit P.T.Southern Pine(5G=0.55) 1' 13/8' FIGURE Cr FRAME SHAPES .11,.11, I 114'steel Agge-Gator P.T.Southern Pine(5G`0.55) 1' 1318' . +{BUCK WIGTHF.--.-)BUCKYADTH)•--.-)BUCKVADIH)•- FLANGE BOX OR EQUAL-LEG 1/4'Steel llibecon Concrete(min.2.851151) 1' 1-3/4' T I- ''f C Urmponcre CMU,(ASTM en) 2-112'' 1-V4' F El ! cv` i* 7 ! /� I Metedd Met F, Mb.F. 1/4'steel Crteles Concrete(ndn.335 kap 1' 134' Ei 0 y' , 2 7 T Steel Saew 92 kat 120 kat 114'steel Ultmcon Concrete(min.2.35 KM) 2-111 13/4' s z Ls � lOO Sane 60 kei 95 kat 1/4'steel CreteSex Concrete(min.335 ksl) 2-1/2' 1-3/4' j ? i 6 W 0 4105aee 80 Kai 110 ksi D Ungrouted CMU,//15TH GTO) 2-1/2' 1-1/4' s �/ w / rm Elco Apgre-Gataa® 57 MI 96 kd 1/4'steel Aggre-Gator free( '395kat) 1-1/2' 1316 y/ / Eko U0nCora7 155kat 1771st Grouted CMU,(AS1M GB0) 2' 2' 1 i I. I 1 41055 Boo CmleFiesO 127.41.4 1887 kat RECTANGULAR RADIUS-TOP ARCH-TOP 6063.15 Akeaism 1611.1 22 Rat I WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 35 by 5131.1 PRODUCT EEV15� TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY NSCRIBR/G THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES with Lha Flaida GL 33Steell 33kat 45kat PRODUi TRE Gfo11p FAR Edge Min. AND ANCHORAGE FOR THAT BLOCK SE FROM THE TABLES ON SHEETS 6.10. 501/iTg Cate Anchor Substrate Aoar.ans No 7 7•Np3Dlei) 05__ Distance Embedment' t 1..I I I n r lu, O:le 771. '7a ei) Rnriaiair t121/0 471 , E 2-12 Ring-shark Racing Nal P.T.Southern Fine(SG=.55) 318' 2.716 ,,,..s�cEJ/$F � ,':, rit.e___. ANCHORS RE-GROUPED. ° Prorioctam P.T.SWDem Pine(SG'.55) 112- 13/6 R•` -.131 -JR-06/06/17 1/10 Tntsshead SMS _*: No.58705 -:*_ 0 asninm,fD&1.75' 31B' 0.055' (steel,188 S.S. _ . - 9009 e/; Sled Stud,Gr.33• 318' 0.0151'(18 Ga.) _ DecdpWe F .410 S.S.) SteelA38. 318' 0055' -9 t• 6 TOO I0W000YDRIVE GLASS/ANCHORS/FRAME OPTIONS , J ROSOWSKI •MIN.OF �� I M/� 1e.VB1iLE FL 34275 P.T.Southern Pine(SG=.55) 9/16' 13/8' THREADS :CMM''• Me Ads 1/12 WAS Nominee,6063-15" 3/8' 0.063' BEYOND THE ';i-'-•AY�D"-'G W4 tWO SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1 (sled,1BA SG. Sled Stud,Gr.33' 318' a.0.50' META/- ''',,,</NAL c,..%` POT0'17113 rnoa2o7 Sada sash Proving Na Rye x410 S.S.) Steel,A313' 310' 0.05' SUBS1itl1TE 7/��1111 11�1Mt ALYNNb50105 PE "L"aa"T11H.I SH-5500 NTS 2 OF 13 MD-SH5500-01 B PED 59105 CERT.OF AMR/2621M a , • • • INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY PITO CONCAETF CMU. BUCKSTRIF INTO CONCRETFJCM U. OPTION I 1--• I EDGE DISTANCE SEE NOTE 2.THIS SHEET. 1. EMBEDMENT ANCHORED THROUGH EMBEDMENTI{ FRAME INTO 2)(115000 �. -----F-----F -r1 O � 11a•MAX SNI tN'MAX SHIM-- H- I 7 FRAME OR BUT CKSTRIP. �.��] } - • \ SASH VISIBLE SEE NOTE 2,THIS SHEET. t- ) 411 II= EMBEDMENT `, 18 LIGHT WIDTH r 0 r\i�„ I EDGE FLANGE FRAME ' �� DISTANCE I.• 1 1 — 1_ fl DISTANCE SHOWN JI ^i _ `��. —�7/a•MO( •• i1 TYPE VARIES .• L TYP.ANCHOR �' •.___� SHIM TIP.ANCHOR TYPE. . • ' W�/--OWITHSASH 1—�' -I ,I{r TYPE. TYP.ANCHOR TYPE.MENT AND EDGE EVBEOMENT�E . , f fie...GHT © r Li � C \ .. \ AND�EDLIENT EDGE © L DI STANCE NRE PER SUBSTRATE. SUBSTRATE. ,DISTANCE PER /11 T, ® I I •• EDGE SUBSTRATE, 11 7NI i o SEE TABLE 2.SHEET 2. SEE TABLE 2.SHEET 2. • • MR4 EXTERIOR CD I \ ' DISTANCE E�ABlE 2. , 0 I vU • I A Fl%ED NSIeIERXED 0 0i1 OPT.SASH TOP FIANCEI LKM WIDTH EQUAL NSIBLE s —\ J LIFT RAIL FRAldE 4 © f LEG7B0% LIGHT S j r� FORALLWINDOWS: NOTES SHOWN BUCK W101H FRS H�� i- 49 1A OR�' 1)USE ONLY HORIZONTAL SECTION A-A SHOWN FROM END AND AT UBSTRATE-APPROPRUOE f`�/�21 F WINDOWS ANCHORS LISTED ON TABLE 2. U WI SHEET 2.FOLLOW EMBEDMENT AND OVER 3B'1210E: DADE APPROVED MULLION,FRC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL HE STUD. 72 1 U ,��B ADD ADDRIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. 1 . 51]iELYS®163'8• INSTALLATION OPTION SHOWN MAY °�� (35;FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WT01 iN'MAX 6 I BOTTOM LOCKS: SHIM /100R I12 STEEL • BUCK IM,1� 0 ADD ADDITIONAL 2)MASONRYANCHORS MAY BE U SELFDRDLNG r-114'MAY HEIGHT © / �� :!.t 'U SCRENS 8378' USED MTOWOOD AS PER TABLE f SMAS(GS�SEE C I� FROM ENO. SHEET 2.ALL WOOD BUCKS LESS ����'' TABLE 2. „�.Old Q� 30 T THAN 1-V ED IXINSTALLATIONS. ARE TO BE SHEET 2. $ASH CONSIDERED NST I S.IX EXTERIOR VISIBLE • WOOD BUCKS ARE OPTIONAL IF 11 /17, , 11 LIGHT UNIT IS W ED BUCK LY TO 6 HEIGHT Iii SUBSTRATE.WOOD BUCKS .1, .�1 L 0 DEPICTED AS ZX ARE 1•1/2.THICK ^___� J . Q .� I USE L-1THER (W GREATER.SH ALL E DESIGN 'n0"' 0/ piQ L'it''' � LATCH OR (WHEN USED)SHALL BE DESIGNED INTERIOR IOTO FLANGENOTCHEWEEP SAT WOOD BUCK FRAME )1 ROMSIDTESTED UNIT� IFROMSASHEND. ESDfAi!GHOR RIZO a1 Q 3)MERE LIGHT WIDTH OR HEIGHT INSTALLATION Tvl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION4 OPTION4 ?MAIM Rtvls© (-11 Q OPENING)IS MEASURED FROM VIT� �F' 1 I _ BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Dulle:58 Code I. EQUAL-LEG/BOX -,aa.l.-s--'� �!J (-11P MAX SHIM `1 /IFpgM'fE INTO METAL FRAME INTO MEFIIL 1 1\11111 `1`�I`�a0 No/ - •FRAME SHOWN �I- �_1�,�I�n�_ `1 NY LYN 1ti'. Rew. E..d..Ds I)L %Za'LO �� .`,O•... N4 DI.oll sem' �/ , . REQUIREDIN e1.. M7 +sg'•. ..1 i-rt.), M-.m Daderrudn.-t .WEEP11oLE 30 •• FFLANGE N VISIBLE LIGHT FORMULAS _*: No-50705 •*; __ I I 2BT'FROM • _ _ �e EACH END. EQUAL-LEG WIDTH _ FRANfE SIllS @SASH:BUCK VADTH-BID. -•O•�,(W Ds�fyL� ®FRED LITEBUCK WIDTH-a-3B' =73 //:...'1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEGBOX FRAMES J ROSOWSKI • �9,•;,. p TE OF /!/� N.VENICE.FL 34275 Dots HEIGHT(EQUAL-LITE ' (C .aQRI�P: S1�: (841)4861500 VERTICAL SECTION B-B BUCK HEIGHT/2-3.15718' �',SSi ' "•`w.` aaRemR SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '11,ONAL1``Y` se.r Near Scare Shoot D.049 No. R..: AILSCUITHISSINIS A LYNNMLLER PE SH-5500 NTS 30F13 MD-SH5500-01 B ' PFJ 58105 CERT.OF AUDL REG98 1 I 1 • INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO TX ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 =1 WOOD FRAIA:OR BVCKSTRIP-SEE IMO2xWOOD FRAME OR EMBEDMENT I'�—EDGE DISTANCE ANCHORED THROUGH INTEGRAL If EMBEDMENT NOTE 2,THIS SHEET. BUCKSTWP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR �� '1 1141 MAX SHIM 1/T MAX SICU I' llfl BUCK-STRIP.SEE NOTE 2.7195EDGE DISTANCE SHEET- I. - TYP.ANCHOR TYPE, SASH VISIBLE ,T J FRAME _.-.._........... ...... ...4 EMBEDMENT AND EDGEkw LIGHT WIDTH PER BUBSTRIITE tir-,--"P- -----r-r ---, HOW DISTANCE BROWN 1SEE TABLE 2,SHEET 2. II I�- (SCREW SHOWNI BOUNCE�I EMBEOMENTa' -T L'�� © VARIES � ILIE I L =� 1-114.max SHIM -�C�I 0WITH SASH EDGE (---� WEIGHT Q q 0--/ t, � ��DISTANCE PER DISTANCE li ( 1 30 �C�_ _�pl� J ENDEDMENTAND EDGE111111111111 I W II'' - 31 f`u, (� ( ) DISTANCE PER SV&STRATE, _ 1 1 Ll p"""'^'"^'"' -•••"•L' fl-}fI ' S Ei O ;HEET 2. a -�•.;_ EXTERIOR0 TYP.IANCHOR TYPE. I� �T�yINTEGRAL EMBEDMENT AND EDGE -r-- li 0 �`�j Flxmwe w c " © FIN DISTANCE PER SUBSTRATE, VISIBLE 16 20 OPT.SASMTOP y El /�' UGHTWIDTH SHOWN (Nfld.SHOWNSEE TABLE ) FRAME LIGHT �J LIFT RAIL , LIGHT L JI FOR ALL W9.•DOWS: NOTES: SHOWN HEIGHT 1 ANCHOR®3.55 BUCK WDTH 49 4T CENTERDANDPr SUBE ONLY STRATE-APPROPRIATE HORIZONTAL SECTION C-C 21 CENTER. ANCHORS LIST Q FOR OVER36 VKDE LISTED TEl TABLES 2 A3 �, * I�,s,=:41,---- OVER 3G WIDE: OF SHEET 2.FOLLOW UNITS 1/T MAX DADE APPROVED MU WON,FRC COMPLIANT ALUMMUROPEEL FRAMING OR STEEL SND. 72 0 SADDCR ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2 6 3,SHEET 2. ILII JJ-i �Q� ®1&3'B' BE USED IONAOPHON SHOWN MAY (`2511 BE USED ON ANY SIDE OF THE BUCK ` ` FOR WINDOWS WITH WNW'''. II/1 ( BOTTOM LOGE: 0100Rs12 STER �.I {�.1 M MAX. HEIGHT ©i o OI',E0 .0 \ 0 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE 01 SEIF-0RR11N0—� I I SHO+, SCREWS Q 63'8• USED INTO WOOD AS PER TABLE 2, SUS(G5).SEE 0 Q r- S FROMEND. SHEET 2.ALL WOOD BUCKS LESS •.r�� TABLES 2IS 3. �r�y r1 I I THAN DERE 1XINSTICK E TOTE I' SHEET 2. ,� '' (SASH s CONSIDEFLED 1x P15TALUTO,IS EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT ! UNIT IS INSTALLED DIRECTLY TO 0 �' \.4\ b' kOPTHEIGHT USE EITHER SUBSTRATE N000 BUCKS 1 I LATCH(SHOWN)BOTTOM DEPICTED AS 2x AREUCKSTHICK I ' , f LOCKNV S SHEET3 OR GREATER.IX AND 2X BUCKS I /��11± I - 0 t:I 7ESTE0 UNR } (WHEN USED)SHALL BE DESIGNED J/� tlh � F, AND/OR , IT),• 81 Q IJP TO LOCATION:BSS TO PROPERLY TRANSFER LOADS ,,y/� 1 {_ A _ FLANGEAND/OYED111 1-'INTERIOR ® '(� TO THE STRUCTURE.WOOD BUCK -� -- /J 'WEEP 7 —I, FROM T&SEND. DESIGN AFID INSTALLAllr THE INTEGR/LLFDI4'1pm" IFJ I p em NOTCHESAT Q OR ARCHITECT OF RECORNGII�ER CCCJJJ EACH VDT. \II NO ANCHORS oRARG1RECTOF RECORD. FRAME smarm '►�� �� / d ij REQUIRED IN FRAME T , .11110 B SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR�TINSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 V OPTION B H-tonuCTRBVl a) ,14-MAX OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL vs wnTlyinSW?IlEsFixid2 INTEGRAL FINr-fill BEADING TO BEADING. ANCHORED UST THROUGH A ATT\3 Code FRAME SHOWN "�"�gm1 SHIM ,,I\11 I III,/,,,INTEGRAL FIN INTO RETIAL (INTEGRAL FBUFLANGE REMOVED) ac.: OW/7 A(p'�.� • �� 7 r—Ira I 1 J o LYNN,S., RawLae D. IP.YK'I 2141 Tr'%115 WEEPHOLE I ,...•111`.+' / . / OW/COVER 28TH I _ .$� U�NS '••l/'''�_ �1 Rr ././ %.� FRDM FACH END. `: �'t`Y • �� ! VISIBLE LIGHT FORMULAS _#.i Na 58715 -_`�� ' ' TYP.ANCHOR TYPE ]M'= EMBEDMENT AND EDGE `��EDGE DISTANCE WIDTH =-D:�' a4 lXv�n H/. DISTANCE PER SUBSTRATE, �� ®SASH9 BUCK WIDTH-&UTDTh- '73. 6 I �` J-CI-I c SEE TABLE 3,SHEET 2. - EMBEDMENT el FIXED LITE:BUCK WIDTH-430E '0.,. STAB •!(,` N � 50RIVE J-CHANNEL 8INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) ' ''-'10R1137,...'`* aaGE. TTds Dabs HEIGT(EQUALiRE) ' IS\ .. U,\,`�� DIH){TO-,Bpp INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHrrz-a,5nc �'',,S,pNAL ENS,. Rm SINGLE HUNG WINDOW INSTALLATIO1011 N-LM 05/15/15 ANCHORED THROUGHINTEGR,ILFW I/111111\1 11011 EHRI. Scala ,Siert ROHN. ERA INTO 2X WOOD FRAME OR BUCK- �� STRIP.SEE NOTE 2,111IS SHEET. &LYNN KILLER.PE SH-5500 NTS 4 OF 13 MD-SH5500-01 B PFS OTOS CERT,OF AUTH.1129298 I NECNOM ..j 78 NOM --I le NOM i-- 79 NOL I 1 7/8.NOM. y" I— % 1.11111 5/16'NA PVB \ 5/16'AA PVB \ 5116'AIA PVB • 5/16-A/A PVB \ 5/18•RIR SG 7/16-AIRSPACE \ 7/16'NR SPACE 318'NRSPACE I 3/8-AIRSPACE \ 7/16"AIR SPACE 1/8-AGLASS---\ \ 1/8'TGLASS—\ \ 3!16-A GLASS—, 3/16-T GLASS—\ \` 1/8'6GLASS a EXTERIOR • • <,:i EXTERIOR '\ <=1 EXTERIOR (3 EXTERIOR ). <:13EXTERIOR I GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 I 1 513•NOM. h- —.{ 718•NOM 1+ -1 718•NOM -1 7/8"NOM. r+- _4, 7/8^NOR. �— 11.11 l I 5/16'H/H SG •� 7/16'NA SG II I 7/i6-NA SG [-terSA6'HM SG 5/16'HIH SG 1 7/16-AIRSPACE 318-AIR SPACE II 3B'NR SPACE I 5/16-AIRSPACE—III 5!I6"AIR SPACE \ 1/8-T GLASS--\ 3/16'A GLASS 3/16-T GLASS 1/8"A GLASS 1!8 I GLASS \ \\ EXTERIOR EXTERIOR <',',D EXTERIOR EXTERIOR ( EXIERUOR '• L CID 1 I GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 +{ 7/8'NDM718'NOM 7/16"A/A SG- 7/16-NASG I I 12'NOMGLASS 'GLASS TYPE59TNIROUGH 1/4'AIR SPACE \ `\ 1/4'NR SPACE CD BITE TYP. 16 WAY NOT BE VSED 3/16'AGLASS--, L \Y 3/16'TGLASS--\ WITH 3CHANNEL OR I I ,A 0 •INTEGRAL FIN FRAMES tti]EXTERIOR EXTERIOR GlA55 TYPES 5,7,9.11,9 Tgry \y// 76713 ® �� '815 WAY NOT BE USED W € /� .r EXTERIOR ', i 0 •THE HVHZ ABOVE 90. /// "`••• PRODUCT REVISFX. "'o"4plYir2 ailhOw(UK& GLASS TYPE 15 GLASS TYPE 16 9mNies Cole pi 0 0 \\1111111/, Arcy:ma sec t�, ••• / `"�NY,:y.,.,„,,",„ R.1lsiara Ego-oore No AISKL••..n ‘t)... l' se..."(;'''' p . :*: No.58706 • •• GIfSWDNOTES: *- • 'A'=ANNEALED - Oram�' TYP.GLAZING DETAIL I+•=MEAT STRENGTHENED =�., II�:CC 1mo1EawaOGYDRIVE GLAZING DETAILS J ROSOWSKI T=TEMPERED O i0T••. STg7E OW ,•(�/T/� N.VENICE FL 3075 •PVI•=.090'TROSIFOI PO BY KURARAY AMERICA,INC. Mr SG•=.090.5ENIRYGLAR BY KURARAY AMERICA.INC. es'••:TORIDA;:.��`� (1361)480.1600 S/ANAL ENG,� Rr� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1.SHEET 2 ''/111111111\`` �EO Sarias/Yo ak S EL S> Drawing M* Roo A.LYNN MILER PE. SH-5500 NTS 5 OF 13 MD-SH5500-01 8 PED 58/0.5 CERT.OF AUDI.fffi98 I I • • • T .: TABLE 9' ABLEM.5. TABLE 01..11.. Deakin Nemo,woe o-1a.,tr P- 8.140,14 "P"�'O°• 0..1.. Design Pressure,boot? - 04-50.0 n, •wum�.' 01111 .611 m •59DId0.0 .ib01..l 34000 1721. .60 300 IYhd1..1 RI RP01C1.11..N1.5e 9.n.1NR. am,MIA W Fm.O..m..n.m.tr.. ID E. 71 ..un .77 - 0 .60 400 SEE TABLE 9,SHEET a FOR ... 317 - mo SEE TABLE 10,SHEET B FOR ANCHOR GROUP AND QUANTITY. Tan IIsn-2176 .6 -110 .60 .0 ANCHOR GROUP AND QUANTITY. 1..1.1. MM.IIa11 .m -60 .6 77111 EO... n.ln•M0R .6 0 - 6vD..f1 107.11011 .00 400 .0 4110 .6➢ 300 ,`6 `�� �1 !&�Y 1wN•Wta .60 400 931.57711 .60 4v0 .50 �' '' ,' o...a. Mel'931 110 Tana 7.21011 .6v 40v 400 ,''-1- ,�1�� HEADER . - wl):.im -TOO .60 ma 00 _ IIIIX HEADER 1 11 © Ms..5. 1111 ." m" r4II .__ n n„�-35"11 700 .00 400 h 'I11 E:...... MSn.3.OR .60 -110 .60 400 - -.�- 1 '1111' \- ! W �� w o . 07517- . .60 . flT MEETING RAIL . 1.511-IDam .60 4. .60 T- r1 MEETING RAIL hili-11011 .60 .10.0 .110 Jr I ` Q � r•�j- D.maa. "6111011 m 4nv wv 400 ® all 14: ��, roll I 56.4 nag vsm .60 .0 .611 440 Fri 1 r-11,1= i Tan 111-9.11 .60 -110 .63 � °� �_= ,I,-; sl.wuey. .517-36407 .110 .mo .mo -MO 7 0 . IIl17.70370 411. 110 amp _ r s.. 21511-Ilse 40 -ma .6o JAMB [R !�Rl. M511-20011 -000 .60 : JAMB I SASH 3 w� ox. 1011.10. .60 -110 .60 ©0.1110._ I SASH 1�1 HEIGHT oa5..1 nun-01510 town .660 -MO .65�0 40 p DIGHT bvONM10 9317.1311 .600 -M0 .60 400 © p!I!� �� , 110 3 t�. 0 40.0 Eaal.OfY... 2151/46010 .6 - .60 AO 'y� SBL 1k ® az. 1159.20511 ..mo 400 ..IDG 400 ' 40 0.6115". SILL I .._'r 0.6115. oe®uWn-11011 w+a 40 �� ail j Jl 0.... 11.011.310 •60 -61 0 4. �,��. _al-,1wx.toD116110 6a E �� TM. 0517.71. .6 -110 .50 353 IPP -- Ow.Say v 400 Es.. 07717.21511 .60 -110 46 11 SECTION DETAIL FOR WINDOWS WITH 08"9.05.640 11 . 0 10 *060 0 110." .5 .m SECTION DETAIL FOR WINDOWS WITH LEVEL RI REINFORCEMENTS GLASS TYPES 5,8,7&8 70577'00570 •6 4.D0 110 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,78 8 (REINFORCEMENTS SHOWNskeet II2111 FIGURES ABOVE skeet •60 -A0 .6 .013 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES A 5 00 1717.070. .6 - .60 400 APPLY TO ALL FRAME TYPEU& CONFIGURATIONS) 50 � ®a• mu.3:30 .m CONFIGURATIONS) sun0Pm... Wea-0v11 .m - PR,IDUCT REVISED 01. la. -- 110 .60 .715 ..I.MF4iv?.i010.FLYds SEE TABLE 10,SHEET 9 FOR ANCO{R c IOUP AND QUANTITY. n oak 8Cde, •/1111 /.t az MIS.SASH HEIGHT.WIN0417 U 7 50.136 r • •.• ,Dao 1..t ON....-...N ��✓fIUU A'.. psi �� r,, nyBm.„,,;„,_......•• .,mo1111: E.* Na 521705 *. 1 _ O NOTES: (A-71V571 Doo.Bp '. .. 6 .LUZ 1Dror®IIGOGYDRJVE DESIGN PRESSURE TABLES J ROSOWSKI 11 USE THESE TABLES FOR ALL WINDOWS MSTALLmT/o2000ITHE FRAME OR INTEGRAL FDL 7517E r Y!/- N.V@ECE,FL3t05 .....41;....,10.cLS+ nA•:'G�2' (91/) i6D0 TRar. I Dvlc stFRAME DIMENSIONS ARE BuacSASH HEIGHT rsASPER THE FuuRe. �'�,,,S/DNALEN.,. R11� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 compo3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 1111//09 1.000111.03.0 yy,yayp yyS S..t Dm.51P Na R.' ON THE TABLE ALYMS MILER,PE SH-5500 NTS 6 OF 13 MD-SH5500-01 B PED 53705 CERT.OFAUTFL 022295 • TALE?: TABLE B' 1710 0.3026.3 .T7n 6aVne.3 13. 01w...m.111. 44.61.4.02.1+0. 5.3..10. pef�Ntw.•C>A 0440402(602( 600.100. 1 w0.05.�3 4.300 - ® vw��aws�(N - 40.14101 .390 Ww 11004 a A w.034.11amn00 Yta Y o .y 1..13046 +. a 0 1 ��. ■ 05 26+.. 1027. .AO 400 AO-1100 mo- •10 -110 5 5.06.. I./ •701•l.0.700 4100 700. 0•.01`900•m 4104 0•701 4030-m Imo 6720.21*.. 14517.0010•100 4100•11.0-1.0 0700.1100 0700.0100 9.0.10.10. 10511-.170•110-1111•700,1110•100 1.0•110-160•700-1100•9011-1110 90. -1100 700.1.0 �,� �' A E11.. 141.00511••r0➢an.•700-1100 000.160•100.1160 A EPo4.. 11.511.14210 411-1110 0410 4100 900 4100•701 4100 010-1100 40.0 4100 00.1 4110 0100 4100 5720.100.. 110-11.552•00-100•00 4960•700.1100.100.110.0 3.2.906. 110-11301 0700-100 000 4100•700 4160 001-10.11•700 4100 4700-141 401-1700 110.0 4100 •70i HEADER Ia. 23516112932351611293•706.1193 0100 110 0-1100•700-Ino 70 7426517.3520 010 4100•7070 0 0➢•110-1100•70ga1 41 •706-11ao.mo-n4 -Tao-1arta.1. o• o .0 a ala I 5104420 30077-211.900-1100•110-1160•70 .1010 . 0-1160 0-10 a.. 7..9 mea-4310 •7000 0-770-110•110-1301•100.910•70 -170 0-1100•700 1 911 -11 0 00.700-1100 1470_0044 9017-2(051 .700 4100*700 4160 00.0•1700 0-1010 3795 502(40 17.511-11.1•0.0 4100•10 4100 6700 4.1 000 400 060 4100 0160 4160 00.0 4100•00-090 5.3.190.. 054.1754 •700 4100•100 4100 MO 4100•700 41ao 31.0.01601. +00617.+0•110 4700•79o-10.0 0110 4111 000-1100•100 4160 40.0 4160.100 4700 00.0 4100 �-4`^ 1.21441 1.6.5.•00 4130•00 4100•60 4070 0w .1010 5649. 11.91-0110•00-1n0•00-1 0•10 4100 1.0 MO 4160•110 160 r.0 4071•100-m• {� .0 3]..]011 wD 100•00.0 900.010• 0.0 7!0 3520-]0011 •110•030•700.160•700 400 0..0•00-0O-110.0 •701 430 •mo 161-0441009. , _ 2(51.34.3 .ma 460•00 4 •100.160 160 _160.260. .30.3502 •110-1010•00 1160•700 m1a•.n00 0700 4910•111-00•70 - 0•700 I1I 1 MEETING RAIL 5722.204. 265164010 110 w➢ 010 4160•100-160 1.0.009.0. ..11-253. •110•ISO•60 4100•01 70.0• 490.0-700-110.1•00 4110•700 4100.0 4100 11.*11 ii 44 E*. man-2150 .100 460•m0.-1110.700 4 •700 100 1. 1*0a. 21571-7150•60 4114.700-160.101-rat 700-100 700 •00-0.-700 4100 052.700 INA.. 60..61.0. 16050 0100 460 004100 ma 4160•700-1063 9...0.310 1.317-21510•110 4160 4110-110.0•100-111 0700 001•10 4111 0.-1161•00 400 416 00. I ,�^ 1 6130 4100 .1.0•110 4140•100.100 1.+50+ 1059-17.. .110-900•700 460•100.1100•110 4100 001100•110 4105•00-1.0 091 400 I"L 00. LAI-1060. -700• -+100•700•070 0100-1003 a... 1096+010-111-00•01-10.0 4706 4011•00-Ino -1100•111 400•700-010•700-m it' V r I .i Ins 01941 1015-01.1 . 4100•30 100 490 00.100 _ 170 3081-0.+n •00-IVO•700-MO•110-1110-110 400 46 -900•m0. . .0 000 m , .'Lly 5140067004 2(17.07.10 OLIO.170 00.0 400 700 4100.106 4100 E00.01*2. 2550-2710 010.-193.701 4111-700 4140.700-10. 4163 4100•700 m0. MMB 25 , E... 11517-A.0. 0106-170 4100-160 0100.10••700.-Na 546001. 2(117-355. .100.14.•701-1100-701 40(0•701 4 1-00.n -4110.0 4100 011.0 4100 00 701 0 . 0.4.042004. 1017.2(50 011.4100 0100 4100 000-1109•100.170 0 1.1.940.. 17417-70515 4700-776.0 0700 410.0 0111 4701•110 4100 90.0-00 011 -01.111 101 0100 4.0 I SASH 11506.64 14516960 40.0- .110-1700 2100 4.0•700 400 0!100504 10517-1511•700-600•700 193 101-1160 110-1101 1-100•110-101•700-1110•700.30 a HEIGHT .0..• 1301.1010•100-1 m 900-1 0 4700 4100 000 4011 14.6.10 959-04515•70 -00•110-1100•w0.-00•7* -70 •700-116.0700-191..410-00 10.4.0 SECTION DETAIL FOR 11/11: 5 60.11 I157r-2700 •700 4100 MO-MO 060.460•0.0.000 5 0...0 0190-27190•700 4110•m.-1140 4700-1100•n0-1100 961 M.•100 atair •700 000.m.-n . - 742 ag•970 mo 4100 000 406 900 m 00.0,413.5-. lam 0.a-3.m .700-rao•ma Ono•no-1110 nu Ono•700 7060.nom 430 .111 m WINDOWS WITH 2722.200.10 17-1411 •mo.Iron.m0. 0.700.106.0.o-1.6 0.3.2101. 11517.70.37 Sao 4440 910-100•700-100 -1116.110-160•.1100•01 400 900 41LEVEL R3 REINFORCEMENT Sa.. aa17-215..m0.4100•00.1.000 4700•100-1703 E2(16 2(0-11011•0.a-rao•mo-lm.•701-160 mo.1111-110-660•mo 4164•m;dn0• ; 00 �® OA .. 30.517-2010.AO 4126•100-1.0•ma 4.•706-170 9 000250. mal]-22511 •700.10•m 601•701 4110 60 .012 400 961 4130•m naa 00 0 8 GLASS TYPES 9-16 ,I_�.11.11 1lya�I-• 672..211.1•. 17017-3050•104 400•700 4.0•700 460 700 401; 00 a0a0hW.w 1756.0510 0700 4111•700 4100•700 7000•7003.1100•700 4110• 700-1100•700 4106 su I .1.'1 H�I 0474004 101.1010 004- 10.0 4150 00.0-110.010 4100 4. 001136.. 617-1759•700-900 940 4100 960 1.0'•110 4100 0.0-00.100 490•700-140 900 1160 (REINFORESA ES ABOVE APPLY l 4 0.6254• 1517-101.704 41021 mace-170•700 4 0•706-1.0 1.68.. 9617-.511 0700-100 993 4140•700-666•111-+160 0110 m a 4110-160•701 4160 900-166 MFlGICONFIGU1ETPPLT i hall 6rte. 1197.9510 .100 •700 4170 700.ra0 0021 Ono 170. 163761351/460-1613•704-706 01.4130 901 4163•0.-1106•00 4100-70.0-110.0•706 A. . TO ALL CONFIGURATIONS) r,/ u1r-0944 •100 400.w0.4.11.700 4160 m0.-1100 M. Asn-414,.1 0 400•6o•Imo•700 4100•111 400•10-1100•016 .0 020 a•mo-707 ^�� L�■I 5...270a 317-9350•700. . .060.700 7000 090-100 61.0..063.. non-ma 010 4100-100-1.0•110•1110 9u 4.•700 4100.m0�96O 0 .0•0.0-♦700 ' San. 3517-150•110 4 4100 OW-110.•00 41612 060.. 24517-naa•0.0-7700•60 4100•60-00• .461•n0 4100 000 460•00 4070 0110 4.4 50.040. as1-2(S..n.41.060 4100•110 41.960-180 5720N19... 2(517.35611 01.4160 011.4100•60 4100•70..10.0-41.4101.160•100 401110.52 m 00.6.. 7051-1150 9110 40313 w0..too 060 400•00 414 . '-1650. 21167-2252•10 4110..90.4100 O.4011•10-11161 0.410.0•70400•1 0 41.0 4110.137 0.005,24 17.17-050 2,110-1.0.A➢4193•no aim•w0.4.0 M.. 17.97-20510•mo 4960 0013 4160 110 4106•110-661 931 4160 1130 03.0-00•00 4396 I 095. 1.11.17-17510 •10 s •l.4100 010 4190 0 400•100-1.0 .162 Oa 0.M-1750.15.m -II..700-11.•110 4.1•10 13. .-931 700.70 ®•700-s.5. 5.100. I . 0200624 130161.50 0.460•110.1 D 09.0.610 060 410.0 Oa.270 1107-1011 010 400•700-900 00 •64 4347 04.0 474•10 4.4•700 40. 0 . 6.3. 106000. 0-..100-1100•A .A -1. O 4 02 40 11.034-111.034-111.034-13.00 .70 0 0 410.0•700 4 70 • 0 5 30 701 400•70 . 10110 10 770 - 970 4109.10 -901 460 0110-100 741741454 105174105171051741.•700 100• 0 410. •100 1. -1100 100 - 11 700 15•7070 0 1 00.60624 - .100•7000 47.00 1146 . 0. 0 40 c.o.s 0.011 - 5. . 4101 .1 1700- 0•11 -9 . 60 110-1160 0110-1 •2(0-Tnl Sao 101 94. 6150.50. 4100*110 4190 00,3 4100•0.0 4E02... 33417-7000•701 4110 000-1.0 40 •700 414 0 960.42141•700 700 n 12511-35.510 -1 .700 11. 750• 4100 010-1 11 0@2(150. 0102 .70 •0 - 5. 0 0 900•+ •7041,100 0 0•7010 - o•7 0 4160 00-MO - 412 � 27..4.3.!. 031633013 4710 4160 000 41...30.4100 070 - 0.27214.044. 21 0011 460•00 4110.0 410 41..700 4100. 0 .1 900 02..6+. - •00 4 4193 96 4100.100-I 5 00.050. 00577-2110•0.1-1110•70 4150.700 m • 0-404 A O 960 m 19120 .942350* n 0700-100 062:1100•100 4157 9010 001142(512 0 460-.00*710 49.1 03.0 414 01.0 414.100.4 911•42.4 • E1a41. 41.01 AO 41230 4700-100 0700.160 0700.00' E.407. 21641044.0.0-1100•700 400•110 4112. 700 400*7.0 4100•00 405 0 017 •700 mt 111 GASS m 0..060. 2a1r-9350•100-MO.70 • - 700 4960.100 4116 54 1¢250. 05163115/0 •110-00•100 4110*100.110•700 404 9¢ 406•100 560•701 4. 900 .la IOERYN TBE USED WITH H I76 MAN NEL OR USED m.m2P.w 2164454.700 41.36 000.41.30•70 +700 53.20.1000. am-mat•mol.nno 700-Imo•me..0.a•mo 1140 •701 ma•ran m 700 700 •706 me 51.75 T0.1 - .1110•�-060•700-1160•100.1.0 0.A •0.0 010 4110.70 I .•700 470 700 703•700 701•700 491 •70.0 1100 • FIN FRPHd OR INTEGRAL 1*71IIRO77 17 0101 u 14113 FlN FRAMES 674920340:01Ie N.M. SEEN.SAS I HEISHTT 10 FOR NDOWANCHOR GROUPHT AND 50.136 QUANTITY. SEEIlL SAS 7 1.HEIGHT 10 WINDOW BIJOT GROUP AND QUANTITY.6 8004'11,0 Cal0 ••KN.SASH HEIGHT•WINDOW BUp(HEIGLT-50.136 ••MIN.SASH HEIGHT.WINDOW BUCK HFJGHT-50.736 1.11131141 A1u70440a N6/ 111• 1,' 0001611 E7(1irnb.Ole ORM NY LYNp ' ...........:*.:••• ,`41,11 VANS •J�/-!'ipre__TBy //•y •_ , . P (�f1-` 6.9/7016 Hod/.Cmad/ *: N0.58705 •.'P NOTES 3495 V /` *- V® DmaNAmc D...0.50- 1)USE THESE TABLES FOR ALL WINDOWSINSTAILED THROUGH7HE(NAME gyp:i-a t"*'J4(z�- �T .aG+� DR DESIGN PRESSURE TABLES J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK SASHHSGHT IS ASPERTHE FIGURE ;%•••••RGR30'=',-.:- �7N�7� "COs .......,-;„,c,`.,• 5 9.301 SINGLE HUNG WINDOW INSTALLATION-LM DSc 05/15/15 3)FOR SUES NOT SHOWN,ROUND IIP TO THE NEXT AVAILABLE WIDTH OROSAERTSDTERSI0N SHOWN '.71°NA1L,11131.•` 1170x. me ON THE TABLE ALYNNMa1FRPE s•+10�6H- Sm.O 9�t Ree TE. �,LML 02606 SH-5500 NTS 7 OF 13 MD-SH5500-01 B I I • FOR ANCHOR GROUP D,TABLE 10.SHEET MAV BE USED. I __ TABLE 992999212 2 2rm Anew Quagga ReRW016r e�Ma a'ma .92.At�m 9S.Bprtugl0 CveE.aro. -new Q.Fm.e-69..ee. 3!5552 Li me 22.Mb game Taaa 51-STCrar t0'A» X55b 93tR5Yla •m@gsMKtma6115n >B . t5'tRa ..b CM. M. Rff41a 1 Ab F at91m eT aaf ]P.a tem taro 5 AM Re Jam Jral ane .9122 AM laM .9n5 JaM n.2. eaee 4 14 e: e§ 5 $ 14 as 5 r 5 r S r Q Z a g Q a 5 i `m JaM las12 AM Int ` g 5 g ` S l e i :..e',;: 5 e� ' 11112 12 '1fiolial§ P11 2 § 21 § 1111 ! §$l§ iii = " § 12ea ' i?/ 1 : 2 !121o21 ➢ ! 5na.>r 995 Emalits 59.M 5 -. . a .1.0 %.01,-%Sm sunneemetn 1197-2259 WM 59.990 _ IDsua.OAA 920-954 - _ - - TS15 Era4e 9.29.9® - - 121.220 21.19-$2 91 late - .. . 259.99 4.w91029a _ - _ - % 9249 2159.954 09969 1159-1199 -s-9.9 I Stollia 9 - - - - _ Tanen StaMMOa>m 259-99 - E.w. WV-91911 9 em90Ream 959-959 _ _ - - - - 000.0. %59.934 - - _ 0.929 FM 992-509 SSMIM 99.459 - - K A rata 22.219•992 I bbezemmt a a.5.e-930 iwon.. 959-254 - _ �� OdenOe 299. 9-999 1�LUa.R.er 9-2094 NonsID MO,959 __ -. 097.2 459-%59 Dealed 1132J.454 - 9ata 2559-e5641 Darene=an 2259.EMS Ea.ne im.B.x54 _ _ — s.woe. 997.299 1 m 9922,919 99,994 _ _ , _ 9aen49 059.22.92 _ - - oremnme oon-wan - _ /922.0299as112222 9.n5t5 Ease. x59-954 9 0...PDoa r MAO-2912 199.99 29,9511 mean a 2+.2598 9940. 21.511.1164 a 1.09229 959-992 59e221waar WAS.Mai MA 5% 9ata - PRODUCT REVISED SEE TABLE 4.SHEET 6 FOR DESIGN P ESSURES WHEN U WG THIS TABLE. 42ng with 618 Flaw. ^MIN.SASH HEIGHT=WPIDOW BUCK HEIGHT.50.136 sacs Idii ode•7' .•^.}C;^_ `5595 It/ ,, IR+ivar •'mica at :71 (5 lL�2D .tpNyiii..f� i ' — B1 l,4. , NOTES '• •.'P 1)USE THE ABOVE ANCHOR GUANINES REQUIRED.--TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. - //))� -:*_ O O Dram�. 2)USE THE ABOVE'MAX ANCHOR 0.C.SPACING--.TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL RN. 7:::°•;.. 1};�; 10 DRNE ANCHOR QUANTITY TABLE J ROSOWSKI 3)FRAME DIMENSIONS ARE BUCK%VC.MEETING RAIL iOT•••• A• i5 Mir 1 ONe F''`�Ofl 4C-'��' �941watmo SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 4)FOR SIMS NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '��''!rS1ONAL ENGss` 5C0981+tOt..tr S9ba/Ib�Set smlr uerb9 Na Rer. 5)REFER TO TABLES 263,SHEET2 FOR ANCHOR GROUP DESCRIPTIONS. &LEN 'Ea..%. N1W0X1S1961'N® SH-5500 NTS 8 OF 13 MD-SH5500-01 B PE/50205 CERT.OFAUOL121129B 1 I II 1 I • • I TABLE 101 ArehoravanO.Itepowl torFrmlrnamm. G@7®�®� ® ®mm®IMMO= 7m��®� thaduchcenc.epanpbr q,,,p� o pTAm. �.. a00E=Ia1101000000aB0Cr]B000111000000000IF=800a01000000a00000010BB00B0000000 m111113=Mmonoorinonnonnonnorinrlrinonoonoonoorlrlrlrl©novorlrinnoorlrlonrlonnonnannnnrl 1111Hl oBoonooBnunrlonnuBnofUBuoonoonuuurlunurinBorlrlrlBoDUOOBrlunnurinonrlrlrlrl —s onoorlon©©rlurluonurinrlrlrl n000norluoorlrinnunnouun rlrloonoorlrlonnrinErlunonrl Fm-mr"IMMMMOOODUMBOUGUEMEMBEIBUOUUMBEIHOUOUDOUBDOEMODOODUMECOMEMOMIBUOUBBODODU mommmmonnounuounnunonnunonnuounnouumnoonnunnonunnunnuounonnonnimounuoun :—._••. •_.ADIJIIEIIJUOEIIJEIODEII]UDEIDflU ouso© rlourlunononnouorlrinounurlu000nommmommmannonnommununuenunnuounueumunoununonnnunuommuumummunnommuunon ==nionumunnunounnumminuouriummumuninnumminummoununnonnumminummunnoponn omomm=nonnnnononnnnnunnnnnnonnonnoonnnnnnnnnnnnnnnnonnonnonnnonnnnnnno I— r1EJHUU EIEIIJLIIIEIULIIJI]EIEIIILJIIU,rn.IcIuuu.InEI EIEHJIJLn rlunuuunufOBnnnrlrinnnan /.-, _1.,A nrl noununnon nunnrinnunourlrinononnununrinnnuun rinuUuuErinnounpununEun pa L,.rlrlonounnounnnrlrinunnunnoorinonrlrlrinnnonnounounnonnoonnunnrlrlrinnnnon v. ,, immuminnounsinuunmunonnunrinnunommounimunnunnonnumunnuonnomminunnuounu mmgmaanurluminnuunnurinnnrinnrl nnonnuounnLnrinn nnunun nUUHUOonnonnnrinnnn nnW OwmanonnunrlunnnonnntEnnnon nrin nnonrlrlrinunrlrlrllnrinn ILnnnhrinonrlrlrlrlrinnnnnn IImmmommannounnounnuminnuonnunnonnumnoimunnuenunnunnonnonounnummunnnnonn t--,-Acmmannonommonnuunmenumununimmuunnuounnonuonnommounommunnonnonanum imm=mwmumounnumunnummunnouunonummonnummoulaumanununnummunnumuunummuun mo unuunnonnuouunrnounnnnuuurlouonunrlrinnonnonoomonna uuonEEonrinrlrinon mMMECOrlrlunnnnrlrinrinunnnnnnnrl FnnoorlOUBOUOnnoUEnnnnOODUEMnonrinrl MUDEBUEEL mC rlBuuounBnBrlunnu DDDBurinrluurlourlo uourinuuurinrlB nnOBBOuuu rlrin uBnnrlrlDDD , 0mummannn nnn onnorinuan nuunnn nnaonoonrinnnunnnnonnn nnnnannnnnnn nnoonounn - a�•onoonounnrlrlrlonrlonnorinononrloonUU©rlon©unnonnonunnonnnonnnunonnonrl m!Eorl nnrintLBELLBf rlrinnnn unrlouunurl ULHIEEnnrinnn EEIUBunrinrinL DIEEEnnnn mEEnrlonnoonnnnunuonnrinno nnununnnnnnnnoonnnnurl rinunnorlrinrinrinnnunnnon m ounurluorluuonurinounnnn nuounoULnnumununnnrlunnEOrlurinnrlrinnnnuomuuLI • IMMEMnnonnourlfBnDEEDDEfBunnnorlrlonrluonfEBfBnfBuf Bnurl0UBurinrinonrinrlrinEB mL'S'nrlrinnnourinnrlhLnnrlrinno nuounourlnnrlrinnuurinunnnEuurluunnrlrl lunnnuuuon m=mmaxmanuonnumminnummonnunuononnonnormunnunannonnuonnummunnunpununan 0ummannnonnnnoannnnn nnn aan nnaano onnonnnonnrinuon rlrlonnnonnnrloonnonnoon 0•.nun nonoonnonnnnnonnon BuoBBn nnnunnrinrluurinon non BuunuuntBnuonErinun ilm=nmmErnommunoponuunnumuonnuomionommunnummuunnuounounumunnommonuonuun mOMMOunuuourlononunuu urlrl nuu rinnoounnnunnrinn UEunoo 000nBOBIEEIBunuuounrlrl B--..I>,AEMEE0nrinnnI000BrinnnnnnrlUEE unonnonnnUIIJIUPEnnurl rinnnnonE1000U BOHOODLE mommunnonn000nnnonnnnnnnun nnommnnnunannuuunenu nnunnoonnunonnnorlonrin m=mommumanounammuunummunumumummummuummunnonommunonounnonummoonunn w=mwmanununnounnounionnuounnunnounonnunnnounnunnommunnonnuonnommourionn wm=mmaumannonannummuunounnnummonononummunnoonounonnonounommunommonn pmmanEnnrinnnnunnrlrlrinorinnnn Erinnrlrinnrinrinrinnurlrinnn urinrinrinnrinnnnrlrinrinnrin pcmmmnunununnnnnnncnuunnon Hurl nuuunuuunnunnourlun nuuouuounuouuonnnuonn mo==wcrimmonnnunnimumpounounnnunnommunnunnunnuononnonnumunumnonnonnumunnionn MW=MMIEMUOUUDOUUMMOODUOUULMOULIUMBOOUGUEIBUUMMOOUOU0000UUMEMOUEMOUBUOUDOU m nurlunuunnanonunrloonnnounnummoEBEBonnunnuonounonnunnounnnrlrinnoun • ..r,. l rinunuuoorlrlhUBunuunonn EIErluuunnnunUEEnnnnno unrlUEOBEEnnnuunnurlunn mommocaulannnuonnoununnounounnnuommounnumannounnummannounnounnounounnonnim 0icommuonoonoonnnuunouonnnou von onnnnrlonaaao nnn nnn ono nnoaon onnonoUULunn limm=momannoounoorinnnuuouunnnrlonorinoononBnnun000rlrlrinnoonnunnum Bnnunnuorin m omunnonrluununnnnunnnnnnnL nnnuounnunrinoonnon curl nnrl unIUUL nun nnnnnUUEE F''F'-mmnannunomporlonrlonrlrinnonn nrinonnnnnonrinononrincn nnrinnonrlrlonrinnnrinrloon moemammnnonrinnrinnrlrinnrinorluorinrlrinnrinorlrlonnonnourlrinnnnELunonnorinnrinumenu PRODUCT REVISED SEE TABLES 5IS B,SHEET B FOR DESIGN PRESSURES WHEN USING THIS TABLE m con6plyiv with MkFMLa ..MON.SASH HEIGHT=WINDOW BUCX HEIGHT-50.138 D ldirodo /A7a, 9140 _ 11,. tiaRn[awc EWk.i.°" Q OY LYNN 'f, By�N n, :i/ lyyF4'-•k nrdr,oe,nw: NOTES: No.587 • I)USE THE ABOVE'ANCHOR OUANT771ES REWlRED__'TABLF FOR ANCHORS INSTALLEDINSTALLEDTHAW GN THE FRAME. _* 'ANCHOR -*_ O Ormm Br 2)USE THE ABOVE'MAK ANCHOR 0.C.SPACING_'TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. .:•.A., A LA4./' I — UROTECWOLOGY TYNE ANCHOR QUANTITY TABLE I J ROSOWSKI ;p.. STATE 49- N.VENICE.1.1.3C/75 Mx pots 3)FRAME DIMENSIONSARE BUCK.ROUND UP MEETING RAIL �i 00 '•.F(°RV, ��`�`� (911}18,700° ort SINGLE HUNG WINDOW INSTALLATION-LM 05/15115 a)FOR S�SNOT SHOWN.RWND UP TO THE NEM AVAILABLE WIp7H OR HEIGHT p6\ffN510N SHOWN ON THE TABLE '",.1,0NAL elk.," POTMU owymor`am. s.,„0,,,bL Smle Shot Dra.9�v IN Rw: s)REFER roTABLES za3 SHEET 2FOR ANCHOR GaWPOEscraaTONs. A iv(NiddEliPa "`M"4`mW SH-5500 NTS 9 OF 13 MD-SH5500-01 B PFJ 58705 CHIT.OFAUMfBNa . 1 = I TABLE 11: br was -m, . .-Dwain Or_ _ _32' J. _ _ _ �' J. .0 yq GLASS TYPES B THROUGH m-a- 4�4 ! 4�5 AM.,L 4 ;� 4 se 4 5�e 4 ; e 4 ;�8 4 e 4a4 e 4 4 4 4 4 4�4 ;m ,; ! :`�4 4 4 4 ;�e4 � 4 4�4 4 16 MAY NOT BE USEDWTTH .. o..F015. ...Ft e e 9 S eF6p F ( 4a 1 1 1 1c1 ] �SS DD 14 [ ee t RR 66 i SS ee 11 4[ ee 1y 1 pp e f '•J-CHANNEL OR INTEGRAL 'It.' ...•�..+'• A''"'" S 4 9 8 ' 4 ✓f f 1 1 ' 3 1 3@ 1 3 1 1 3 @ S ! t 1 / 1 Q I Y 8 1 1 S l 3 i 3 i '1 S 3 8 3 ! Y d 1 i t o FIN MANES i A, �. .Lr S. 1 I I I I VMS .0. ®- 1 I 1 TRW �ev . I � EcSI• mLw mn Cesera I I �. MIN I I -- I L L — 11_ — I I — 6 aNV, 010.1.00, NSF MEW — - — oa 1 .La I I C Oa.. rat. n-ALL 110.0. 110,10.010 I 1.0.1 111190..010 na � I NM. If TS Cam 11. 1 • . �® irays Taw _ 1 I Sw..P® a.L-aLL 1 vXO�DOCf REVISED I ,NSing with Na EkYh's SEE TABLES 766,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS ABLE. '•Ma SASH HEIGHT v WINDOW BUCK HEIGHT-5G 36Bell. Ceode No •6, OOF ETA:mina Dem—NT MILS* .SONY LYNE%"..,i7.' p Br /�� . -1 �cENSF ,.sad.- ' • ' . s *. No.58705 ':*_ Om.e EN: NOTES: -.13 3' IZ-�k 1070TE04701DGYDRTVE ANCHOR QUANTITYTABLE JROSOWSKI • .. ;•10 N.VENICE.FL 3495 OPEC 1)FRAME DIMENSIONS ARE BUCKLTBY.MEET6JG RAR.- ' (l':`<ORID.1•..'��: (041)A�iWO 2)FOR SIZES NOT SHOWN ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '''7•,,s701IJAL e�G�. cveyoROIDR SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FFlllll1212 1,01IW1..11..DCyLye Seo4 Su.E [Imam Ne. /We OR 3)REFER TO TABLES 2,SHEET 2 FANCHOR GROUP DESCRIPTIONS A.LYNN MILER,PE 'I'L'"'"81�"® I SH-5500 NTS 10 OF 13 MD-SH5500-01 B PED 58706 CERT.OFAunt=GM I -4-3.F=-.062 -+.063' r I-.--.ocr --jl---.o 1r 1 . fi�/ 1 ~i- A65 , f- Lam- — 1A61' f� marl - _ 7.46I' - -fill: �i� 1.403• A70• T�'� 1 .715 , I 11-1 A70• G-,,,,„„------- r-ups—zs�f'a -ts—,� J2 1 u-u-15— llZ -� } A,a• 5. Ong�FHME 1 O , ONFAD/ M OO HEADIJAA FRAME LIGHT SASH r '611SASH~.,W f0REINFORCEMENF OIREINFORCEAENT I .07P-4÷.- ,1.782' F— L. 3.483..�-I 3403.—..l 3.487 3.483.--1 1 7 070' -X11---an- T —�IF•�Asr OF•�- JJ --��II4�-.3.r .7-9,-1_1/W 1.041' .73v i I L�� �� 2.4b{ U 1.331• I-4-- 1 _�PT_' 1 ;13400' 1- _....0�]��z.4a• �r'�2.444:..... 1 z II ��� I44 STANDARD fl L 4-8=1.-t5.--1.r-zR (-�J I 1 MEETING RAILO no n+Eenno RAIL REINFORCEMENT (REINFORCEMENT i_ ,___J 'j-�1375 OFRAME50.L \)FRAME SILL1375. '1FIN FRAME 50.1 \)EQUAL LEG 1 FRAME 561 , �_ LLL t37r 1.671' 1�1376' f '4.-2,00•-+{ 2'r 2.175-._I i . 1472'o1 , [f4r 1.630' L(�`7( }, I \I I c�'uj91. i A7t• r"SyO. L 0 1 1 Aso �s .05P ~1231• L4- 1.000• �- - 56511 STOP �RAILP LIFT RAE. A�BEVEIm BEVELED 14 MEETING RAIL 16 SASH RAIL 1T R- 70 EW COVER 79 INTERLOCK O INTERLOCI7 COVER 21 INTERLOCK \)INTERLOCK COVER ' PEC,IM CT REVISED mmpiiim with ea Florid. Ill11l, / B•.nt4ing Coda 1„t 7, Aw pmtNo 17•, 0�5 q1Y 1- t, c r i;t.,loo COM P1. I 26X ' t-.,73. '1 . .• :: 0,,,—...1r BOSN t...:.._.gc.I>oyl"� ��N i .754• .750' * No.58705 :*= l/ .�.--1- :13: z5. = D �...B, 1AN11G A3S E>ORVDED� Rro'cn 1 ...,0•. A7E I �p,,,r 1070 NOLOGYDRIVE WINDOW EXTRUSIONS J ROSOWSKI ()LAN BEADING O SCREEN FRAME B1 SCREEN FRAME i,(�s••.flOR10h•. W N VENICE,R-3,775 iwc I Dote !,`s/ """• NG 6341)-460-690 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2,,,ONAL,ti�1 , conm.Torn AI�i tn� SaInIUo°*E Sock Shut Deo.*No. Pm &LYNN EVILER P.E SH-5500 NTS 11 OF 13 MD-SH5500-01 B PES 43I85 CERT.OFAUTH.623206 I I • SILICONE HOT-MELT BUTYL • TABLE 12: TABLE I2.CONT_ �� STRUCTURAL . `� BM of Material Bill of Material,cont. STRUCRIRAL SI 1/4•NOM. Srtl 1 3/16'NOM. 8 Pas8 Description Material 8 Part8 Description Material POLYIPOLYISOBUTYLENE W"1 620101 Sore Haig Frame Head 8 James-JL7laxel PVC 45 720197 Auto lock Mailgram CSteelWITH DESICCANT / DESICCANT 2 620102 Single Fhxlg Frame Head 8 Jambs-Flange PVC 46 72019889 Sweep Lock Cast Zinc T/)/ EXT.GLASS 3 620103 Single Fong Frame Head 8 Jambs-Fm PVC 47 72019586 Auto Lock ColerAssembly Cast Sne4 620104 SI gle Hung Frame Head 8 Jambs-Eglal Leg/Box PVC 48 76X118OPTX N6x 1-1/8 Ph.FH SDS(Auto and Sweep Lock Screw) S5 5 620105 SH/DH Frame Sal-.1Channel PVC 49 120200 Auto end Sweep Lock Keeper Cast les 6 620106 SWDH Frame Sal-Flage PVC 50 7T6X34PPA N60314•PH.PH SOS(Keeper Screw) SS GLASS INT GLASS 7 620107 SH/DH Frame Sill-Pm PVC 51 420181 UR Beseted 112 latch Corner Key PVC 6 620108 SHMH Frame Sal-Equal Leg'Box PVC 52 420182 LIR Peal Ran 110 Latch Came Key PVCKODISPACE SUPER 14 620131 Feed Meeting Rad PVC 53 7634PHFL N6 0 3/4•Ph.FH SDS(Cane Key Screw) 55 4SG TPS SPACER®NXT'" 16 620129 Sash Ran(Sides,Top 8 Bottom) PVC 54 420183 lilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt latch Retainer PVC 18 620133 Sash Stop/Screw Cater • PVC 56 720207 1-Tat Latch Spdng 55 ALUMINUM 19 620156 Pug Rail Interlock 6005 T5 Al 57 420186 Plastic Tin Latch Finger PW PVC - REINFORCEMENT 20 620144 Pull Rail Interlock Corer PVC 58 720162 Metal Till latch Finger Pull Cast Airs �- BSE DESICCANT FILL AREA 21 620157 Beefed Interlock 6005 T5 Al 59 420180 Pisa Bar Carer Key PVC 5/16 NOM. SEAL 1--. ] 5116 NOM. BUTYL& SOJCONE SEAL 22 620145 Beaded Rein Caen PVC 60 720206 Phe]Bar SS DESICCANT `� ROLL-FORMED / 23 620150 l7gtd Sash Rdnbsemeet 6063 TB Al 63 720191 Sash PAL Halle Gall Sas STAINLESS 1/I 25 620152 HD Sash Reinforcement 6063 T6 Al 64 720194 Sash Pull Handle With Latch Assemtly Cast Sus FOAM IIIPI�y S A 28 620153 Standard Meeting Rail Rembrcemeat 6005 T5 Al 65 7634FPT N8 x air Ph.FH SOS(Pill Handle Screw) SS EM. 16 ��p� 27 620154 HD Meeting Rail Reinforcement 6005 75 Al 66 420188 Bottom Latch Strike Plate Cast Die EXT.GLASS II 30 61644 Weatherstrip,.187•x.270•Fin Pile 67 776580 N8 0 516'PR FH SMS(Strike Plate Screw) 55 31 60300 Weatherstrip..190'x.300'Foam 8.55 Flex PVC 72 720135 Lami LG.Bead PVC 32 61719 Weatherstrip,.18T x.220•PdyPile 74 Badkbeddag,GE 7700 or Dow 791 Silicone INT.GLASS PIT.GLASS 33 61825 Weatherstrip Plug,120•Fnlseal 75 71646N" Setting Black(7/8•a 1'c 1181,65 i/-5 dum. EPDM DURASEAL® XL EDGE'" 35 78X1M1TT Leo TPR PH SOS(Matock Mounting Screw) 80 81012 Extrude]Screen Frame Akin (,-•n,, O 38 78XITHPX #8 x 3•Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Akan SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 62 7CKGLB21 Screen Cane Key Be Extnxied Frame 54 PVC 38 720210 Weep Hole Cover PVC 63 47042 Screen Comer Key with Pull Fang 52 PVC I 40 720700305 Constant face Balanee 84 47041 Screen Caner Key without PIL Ring X2 PVC 41 68 x 314'Ph.FH SMS(Con.Force Balance Screw) SS 55 7CASPM Tension Spring SS 42 Spiral Balance 68 61816C48 Screen Clan Flterglass 43 720205 Spiral Balance Stye Nylon e7 61635/61614.(or Screen Spline(MachinaHand Rolled) Vinyl 44 78X114FPAX N8 x 1-1/4•Ph.FH SMS(Spiral Balance Screw) 410 SS I Part8 Description Material :(OmJL1 REVISED Alva with am FIaE* 76 Kommeriing 4SG TPS Spacer System qa=.m%7-0630.65 this 1111111 77 Queries Super Spacer MU with Hot Melt Butyl Street .IIr INY LYNL 1''' �x E - 2020 78 Quanex Duraseal Spacer . S. Materials 1$�LICENy,..., ^ By Prima 79 Cardknal XL Edge Spacer Q;+• �; V Ps s Irr No 58705 - ' REFERENCE TEST REPORTS:FTLA717,896988970 �lF:F. /' *" � i ��� -F t!` 6 a2(} p 1D70TEralHoLOGY 6yE BILLpF MATERIAL(BOM) J ROSOWSKI SOT'•,• STATE of ;li N.VEIOO�FL34275 Tae ovre NOTES: �'•,SS7pMAl ENC�`, n�mN SINGLE HUNG WINDOW INSTALLATION-LM 05115115 1)PVC BY ENERGI WINDOW AND DOOR PROFILES.LTD..TO BE LABELED FOR ANNA EXTRUDER CODE. IIIl11111\111 POTRIny� SeBgA Scvlc SNAPS G°wq Na 'rbr 2)ITEMS N413.15.24,20,29,34,39.01.62.68-71.873 ARE NOT USED AND ARE NOT PART OF THIS L FEB597 S APPROVAALVR PE. SH-5500 NTS 12 OF 13 MD-SH5500-01 B EB8706 CERT.OFADM 123299 , • 1 •I • OPT.SWEEP LOCK \ Q ' f OPT.AUTO LOCK i \\ 18 Q 1 \% Q I'L ...,:, ,...„.4.,,.,•' 48 lJ ;: 51ORQ 1 \MO \ MITERED FRAME WITH ''',, ,...,....1.. i I ©INTERLOCK '\ INTERIOR AND EXTERIOR Q c ACOVE7L /�/\\FRAME WELDS \�` 51 ©X4 \ 58 OR 61 Q — -` \\ II —et_'_y6e \- SCREEN 9 P 0 '- 1-' OFT.PuuHAmLE ASSEMBLY • 1� • --- 6° \ WrtHuticx //�,,1 DETAILS --_� 41 RDALANAHT FORCE j� "- ` ,A.7-®5 �°'/ /-8 t6 /�,Oe�l \ OPT.PULL I il 11 CO•'Q p` CE QQSPIRAL BAlJ1NCE ` IUVJIILEQ / '1--0 m , MiTEHED FRAME WITH �y \\U SASH INTEwoaarmElTEwoR ASSEMBLY lk, �FRAME WELDS .,� _ C) �, f 0 DETAILS '\:y ,�\ P f,,---- ,-- 1 EXTERIOR �Q —`-_`�ATT l R�UCT REVISED .�.... ,\ `'1CNE570 ,.!y1T•E,,,cl Oe Fwna-t © . �� !/ ---,LANCE © •• oil6 So4 Code FRAME I�,i '\ 1,1 •,' &Maoc ,r e.,M Daeal- I.-2020 ASSEMBLY �, \V- .` DNLYN, 'f.. .* u .....1 .. •••I.\ cF � DETAILS *_ Ve _ NOTES: oTEwoR er p3' �(�".••-•�0'` � � ODED ASSEMBLY ROSOWSKI 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. \\ 1 FS-• ORIDP•.-:'���� 01)4841600 Ric Dots: 2)J-CHANNEL FRAME SHOWN,PARTS IF 185.OTHER FRAME TYPES APPLY. �•'.S OAJf,JL -1.4.''` , SINGLEHUNG WINDOW INSTALLATI. P6T1/0.19MES M. Sado/kb:kb Scala Sheet bON-owing ALM 05/15/15 FIESERVED i USEEEITHEERFOR REINFORCEMENT LOCKSORRSEE AS BOOIAILS TOOML�OCKS. A.LYNN_""`-1P.E ""'� SH-5500 NTS 13 OF 13 MD-SH5500-01 B PFJ 58/05 CERT.OF AM.12929e • I I I