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Product Approval (2)
Florida Building Code Online Page 1 of 3 SCIS Home Log In User Registration j Hot Topics Submit Surcharge ( Stats&Facts Publications FBC Stag BCIS Site Map Links Search Florida Product Approval yy { USER:Public User Product Approval Menu>Prcduct or AoDucation Searcn>Application Llst>Application Detail $$ i �� t.2?sue FL# FL239 R25 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived =, Product Manufacturer PGT Industries Address/Phone/Email 1070 Technolog.Drive North Venice,FL 427 LE (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowskl RECEIVED jrosowski@pgtindustries.com Technical Representative Jens Rosowski JUL 0 8 2020 Address/Phone/Email 1070 Technology Drive ST. Lucie County, Permitting Nokomis,FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustr*ies.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 1 210 8/2 0 17 Date Validated 12/20/2017 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 2/20/2018 Florida Building Code Online Page 2 of 3 Date Approved 12/25/2017 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 R25 C CAC 1.7063002.odf 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 R25 II 17063002.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: 239.2 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063007.odf 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 R25 II 17063007.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: 239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R25 C CAC 17063008.odf 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 R25 11 17063008.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: 239.4 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063003.ndf 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 R25 1I 17063003.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: 239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063004.odf 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 R25 II 17063004.13df (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: 239.6 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 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 R25 it 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: #-139.7. SH-5500 (Large Missile Impact) Vinyl Single Hung Window https://www.flondabullding.org/pr/pr_app_dtl.aspx.param—wGEVXQwtDquS 1 Bu8CAEm... 2/20/2018 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CRC 17063005.ndf 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 R25 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: Back Nett Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*pursuant to Section 455.27S(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: tA p� I'll RxhxSi M Credit Gard Safe : https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDquSIBu8CAEm... 2/20/2018 6RECEIVED JUL 0 9 2020 MIAMI•:DA2DE sT. Lucie County, Pe -DADS COUNTY e �ItD T 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/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 FILt u0py 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.T. 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 B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,.and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade. County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be/provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.05 MIAMI•DADE COUNTY Expiration Date: July 30,2020 f ! Approval Date: November 30,2017 8/f Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MID-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 TPS spacer system,Duraseal® spacer system, Super Spacero.NXTT"I spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16 0714.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test:Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 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 udder NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014). dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.OS Manuel irer e74 P.E. Product Contro x iner NOA No. 17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 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(coN7iNmED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB GIass Interlayers"dated 01/19/17, expiring on 07/08/19. 2.. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and-White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC, Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition(2014) and FBC 6tb 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 expiring on 07/3 0/20. 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. ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACTRATING MAXEXAMPLE FOR 28-1/8" O.C.�` 21-S18 FOR ARCH-TOP RADIUS-TOP / 54'MAX.BUCK WIDTH MAX.O.C.2'MAX.FROM VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM FORALL HEADER(SIM.� 1FRA E SEAM y� 30" 12 MAX. / WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FORALL - 1 WINDOW TYPESI •� B,SEE --_ MAX.O.C. `_ SHEETS 0" 52-1/8"_ BUCK WIDTH 10"MAX.FROM _ SEE SHEETS r 1-1/4• A,SEE!-- -'T''1 12'MAX, FRAME SEAM D.SEE ___ 8&9 B,SEE -30-MAX.O.C. ►ice 12"MAX SHEET3+ FIXED VISIBLE _- / SHEET4 SHEETS T _I 1 I LIGHT WIDTH A.SEE!-'-' - Il I B,SEE 30"MAX.O.C.-► Ii 12'MAX. I SHEET 3 -_�� +-12"MAX. C.SEE SHEET3 I I I FIXED SHEET4i EQUALLY I VISIBLE -7- A.SEE - / 12"MAX I I I EQUALLY 17-7l6'MAX.O.C. SPACED I LIGHT SHEET3' �L I ANCHORS PER 17-7/8"MAX.O.C. SPACED _ TABLES 9-11 HEIGHT _�_ EQUALLY ANCHORS PER / J 91.78' SPACED S I I 17-7/B"MAX.O.C. I / TABLES 9-11 I I MAX. ANCHORS PER Q Q j 84' 84" BUCK HBUCK EIGHT TABLES 9-11 l / -MAX. - HEIGHT -� MAX. — -- -� I 10'MAX.IO.C. BUCK AS SHOWN 10"MAX.O.C. BUCK X I 10'MAX.O.C. X I I - y HEIGHT X I 4 (91.78' X I I LI HEIGHT -I I LI - I I J_.-1 - - II j I MAX.) L....... L--._/y I I / 13-3/4"MAX.O.C. i ._-.--17 EQUALLY I 1 3-3/4"MAX.O.C. EQUALLY / SASH 13-3/4"MAX.O.C. EQUALLY I I VISIBLE 1 SPACED L----- SEE i SPACEO I I� SPACED �- JJJ 1 LIGHT ANCHORS PER I / ANCHORSPER I ANCHORSPER I _ I t SHEETS / C TABLES 9-11 I I A-I TABLES 9-11 HEIGHT Al TABLES 9-11 - I A 8&9 yL i 11 _._- \6.12'A1AX. 1 8-1/2"MAX. '6- MAX _- J OANCHORSATSLL ti•_( B�-- JNO ANCHORS AT SILL B _J NOANCHORBATS L I D�----J 1-1/4° -�{�I - B 54"MAX.BUCK WIDTHSEE SILL WEEP- NOTCH DETAI S,I SEE SILL WEEP- SASH VISIBLE �NOECH DETAIL, 54"MAX.BUCK WIDTH -��NOTCH DETASEE SILL ILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR IT FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS......................................................... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGBOX.....3 4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 DEPICTED AS ZX ARE 1-1/2"THICK OR GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES...........................................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........ 8-10 SHOULD BE SEALED.OVERALL SEALINGlFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES....................................11 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.- ASSEMBLY&PARTS LIST...................................12-13 7)DESIGN PRESSURES: - CODES/STANDARDS USED: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION 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 -ASTM E1300-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100-12 .c rfti g Wiih the Fhxido 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZElLIGHTER eAISC 360-10 Buitdieg Code ? 05 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM I UAL Acuptnn�No l I" a°I 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �` (LVN /'/� Revre7an: •�ri n D:ee� /fff1D USER INSTRUCTIONS: : ��ON1GENgF UPDATED TO FBC 2017.-JRaa�r��nr r� Q?:1)DETERMINE THE SITE SPECIFIC. 06/06/17C,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. '•� 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _�•: NO,58705 :• 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN Deeeriptian: Drawn Sy, PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW --O '•ct �r1 I : 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. At- •� N.VENICE,FL 34276 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR OT'.• TE O (V. 7iDe: Dote: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SETARE MET. '•,!P(ORIDP. \�: (04IMSO-160D SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ��ASS NG�`` COvrracurtomlT �DN1AL11 PGT RDU3Th Ee,INC. Se lea/Modal: Stole: Sheet: D aw np No. ReY. NOTE:DESIGN PRESSURE RATING DETERMINATIOIJ IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNN IAI�LER\P.E. ALL RIGHTS RESERVED INTEGRAL FIN OR EQUAL LEGBOX). SH-550O NTS 1 OF 13 MD-SH5500-01 8 P.E.q 58705 CERT.OF AUTH.t129296 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design Pressure Description(Listed from Exterior to Interior) Types Options Conflgs. Shapes Installation Options that may be used Type Table# Sheet (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 710"Laminated LG.:1/8'A Exterior Cap+7/16°Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Inledayer 4,5 6 6 718"Laminated I.G:1/8"T Exterior Cap+7/16'Air Space+5116'Laminated;(2)Lites of 118"A Glass with.090"PVB Intedayer 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Flan a Equal-Life, 9 rch-Toed., Through the frame ....into Concrete/CMU-sheet 3,option 2 7 7/B°Leminaled I.G.:3116°A Exterior Cap+3/8"Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.090'PVB Inledayer 4,6 6 9 5-18 OriellProNew Arch Top 8 9 6 7/6"Leminaled I.G.: 3/16•T Exterior Cap+3/8"Air Space+6/16"Laminated;(2)Liles of 118•A Glass with.090°PVB Intedayer 4,6 6 (#2) 8 Cottage Radius Top of the window.:::. -.-,through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 9 7/6'Laminated I.G.:VW A Exterior Cap+7118°Air Space+5116"Laminated;(2)Lites of 1/8"H Glass with.000'SG Intedayer 7 7 ....into Metal-sheet 3,option 4 10 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Liles of 1/8'H Glass with.090°SG Intedayer 7 7 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Box I Equal-Lite, SquarelRecl., Through the frame ....Into ConcretefCMU-sheet 3,option 2 11 718"Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+511B°Laminated;(2)Liles of 118"H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-16 Oriel/ProVew Arch-Top 8 p 12 7/8'Laminated I.G.:3/16"T Exterior Cap+3/8'Air Space+5110"Laminated;(2)Utes of 1/8"H Glass with.090"SG Intedayer 7 7 (#4) 8 Cottage Radius Top o1 the window...... ....through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 13 7/8°Laminated I.G.:1/B"A Exterior Cap+5/15"Air Space+7116"Laminated;(2)Utes of 3/16'A Glass with.090"SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14, 718"Laminated I.G:1/9"T Exterior Cap+5/16'Air Space+7/16'Laminated;(2)Lites of 3/16'A Glass with.090"SG Inledayer 8 7- Through the ....into 2X Wcod Frame/Buekstrip-sheet 4,option 5 Equal-Cite, 3quare/Recl.,integral fin...... ••.,Into Metal-sheet 4,option 7 15 7/8"Laminated I.G.:3116'A Exterior Cap+1/4'Air Space+7116'Laminated;(2)Liles of.3/16'A Glass with.090"SG Intedayer 7 7 J-Channel P 16 7/8•Laminated I.G.:3/16•T Exterior Cap+1/4'Air Space+7116'Laminated;(2)Liles of 3/16•A Glass with.090•SG IntedayerC 7 7 01) 5-8 Orieottagew Arch-Top 8 8 Cottage Radius-Top Through the frame --•-into 2X Wood Frame/Buckstdp-sheet 4,option 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 FramelBuckstdp-sheet 4,option 5 8 15 MAY NOT BE USED IN Equal-Lite, Square/Rect., Min.Edge Mln. Integral Fin Integral fin...... •,•,Into Metal-sheet 4,option 7 • Group Anchor Substrate THEHVHZABOVE3D'. 5-8 Orieew Arch-TopB Distance Embedment!Embedment! 8 Cottage(#3) Cotage Radius Top Through the frame ----into 2X Wood Frame/Buckstdp-sheet 4,option 6 of the window...... ....into Metal-sheet 4,option 8 P.T.Southern Pine(SG=0.55) 7/16" 1-318" #10 SMS Steel,A36' 3/B" 0.050" 'MIN.OF 3 (steel,18-8 S.S. Steel Stud,A653 Or.33' 318" 0.0451'(18 Ga.) THREADS or 410 S.S.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES "A"=ANNEALED A Aluminum,8063-T5' 3/B' 0.050" METAL __ 'H"=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7116" 1-318" SUBSTRATE. 'T'=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1.318" 'PVB'=.090"TROSIFOL®PVB / / ._-- Ungrouted CMu,(ASTM C-90 UNGROUTED BY KURARAY AMERICA,INC. 2-1/2" 1-1f4° CMU-VALUES / P.T.Southern Pine(SG 0.55) 9/16 1.918° MAYBE USED 'SG"=.090'SENTRYG AS® #12 SMS Steel,A36' 3/8' 0.050" FOR GROUTED J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel,188 S.S. 51' CMU AMERICA,INC. or 410 S.S.) Steel Stud,A653 Or.33' 3/8" ao4 (18 Ga.} APPLICATIONS. B Aluminum,6063 T5' 3/8' 0.063" 1/4'steel Uitracon - P.T.Southern Pine(SG=0.55) 1" 1-318" EQUAL-CITE ORIEL COTTAGE 1/4"steel Creleflex P.T.Southern Pine(SG=0.55) 1" 1-316" FIGURE C:FRAME SHAPES 1/4"s el Aggre-Gator P.T.Southern Pine(SG=0.55) 1° 1-318" -{BUCK WIDTH--- BUCK WIDTH —r•{BUCK WDTH�-- FLANGE BOX OR EQUAL-LEG Concrete(min.2.85 ksi) 1" 1-3/4' -- :-- ------t - -,---' 1/4•steel Ultrecon T ' C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114" I _ T 2 Material Min.Fr Min.Fa x Concrete(min.3.35 ksi) 1" 1-3f4" O / O / r O / Steel Screw 92 ksi 12D ksl 1/4"steel Ultrecon Concrete(min.2.85 k Tsi) 2-1/2" 1-3f4" w w w T 18-B Screw 60 ksi 95 ksi Concrete(min.3.35 ksi) 2-1/2" 1-3/4" Y Y = Y w 410 Screw 90 ksi 110 ksi D 1/4'steel Creleflex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" / w D / M Concrete min.3.276 ksi 1-1/2° - 8 Elco Aggre-GatorO 57 ksi 96 ksl 1/4`steel Agg a Getor Grouted CM ASTM U, C-9D 2" 2 ii Elco UhreCon® 155 ksi 177 ksi ( ) �� 1 410 SS Elco CreteFlex® 177.4 ksi 189.7 ksi R�IDWSHAPES CTANGULAR RADIUS-TOP ARCH-TOP 6D63-T5 Aluminum 16 ksi 22 ksi TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BOVE OR SIMILAR ARE APPROVED.SHAPES MAYBE USED A36 Steel .36 ksi 58 ksi r RODUCT REVISED BY INS E SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 ksi 1 45 ksi as complying with the Florida Group Anchor Substrate Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. BuiWin80ode p Distance Embedment' I I I I I Arcapreace Me�Dle ` RevW/on: txE 21/2"Rng-shankR ofngNail P.T.SouthernPine(SG=.55) 3/B" 2a11s° ���`?` ll � ANCHORS RE-GROUPED. Id P.T.Southern Pine(SG=.55) 1/2" 1-3/8" Q; -JR-06/06/17 #10 Tntsshead SMS Aluminum,6063-T5' 318" 0.050" _k No.58705 (steel,1MS.S. Steel Stud,Or.33' 318" 0.0451"(18 Ga.) - �01 — © Des+criptron: Dram Br or 410 S.S.) _-0 F Steel,A36• 3/8" 0.050 6tOTOTECHNOLOOYDRNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF 3 N.VENICE,FL 34275 P.T.Southern Pine(SG=.55) 9116" 1-318" THREADS ?O,�'., S nee, oats #12SMS Aluminum,8083-T5' 3fB" 0.063° BEYOND THE •'•F1OR1DP.•'• \_� (�11480-1800 G SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 steel,18-8 S.S. METAL SS N ' COPmIGHTe7017 ( or 410 S.S.) Steel Stud,Gr.33' 3/8" 0.050'. SUBSTRATE. ////1QffN''�11AL1 1�1``\ All IN Etas,INC. Series/Model: Scale: Sheet: Drmnhg No. Rev: ERVED Steel,A36• 318' 0.050" XLy /INNMILLER,P.E. SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E.#5871 CERT.OF AUTH.#2M6 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO ZX WOOD 114"MAXSHIM FRAME OR BUCKSTRIP. 16 1/4'MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT G� 18 LEG HTVIS WIDTH l e 17 ❑ ° EDGE EDGE ° - ^ DISTANCE FLANGE FRAME DISTANCE � SHOWN 44 BALANCE MAX TYPE VARIES - -- TYP.ANCHOR SHIM TYP.ANCHOR TYPE, ? 42 WITH SASH o TYPE, EMBEDMENTAND WEIGHT 54 EMBEDMENT TYP.ANCHOR TYPE, 30 EDGE_ •, AND EDGE (� EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER DISTANCE PER SUBSTRATE, �I����J��-/(,� EDGE r SUBSTRATE, '•° LnlI—J!J• a� � SUBSTRATE, T 10 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. IJD�o EXTCEn7RIOR 87 4 I ` DISTANCE SEE SHEET 2 TABLE 2 �9\ °a `I FIXED VISIBLE (_\u FIXED / 20 OPT.SASH TOP FLANGE �/ �1 LIGHTWIDTH EQUAL VISIBLE — LIFT RAIL FRAME I �`J _I LEG/BOX LIGHT NOTES: SHOWN I BUCK WIDTH FRAME FOR ALL WINDOWS: HEIGHT ' 1 ANCHOR @3.55" HORIZONTAL SECTION A-A SHOWN 49 j FROM END AND AT'4 CENTER. 1)USE ONLY SUBSTRATE-APPROPRIATE 21 22 FOR WINDOWS ANCHORS LISTED ON TABLE SHEET 2.FOLLOW EMBEDMENT AND OVER 36"WIDE: DARE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 U ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2 35 FSCREWS ROM ND,16-3/8" INSTALLATION OPTION SHOWN MAY 14 46 46 47 BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX. o BOTTOM LOCKS; SHIM BUCK ./ I, � 16 2)MASONRY ANCHORS MAY BE / #10 OR.2 STEEL 1/q^MAX- , 50 u �, ADD ADDITIONAL / SELF-DRILLING SHIM HEIGHT USED INTO WOOD AS PER TABLE 2, SCREWS @&3l8" SMS(G5),SEE / SHEET 2.ALL WOOD BUCKS LESS 85 �— FROM END. ❑ TABLE 2, ❑� 30 THAN DER THICK ARE TOTI SHEET 2. 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 1— USE EITHER OR GREATER.1X AND 2X BUCKS OPT._- 65 LATCH OR (WHEN USED)SHALL BE DESIGNED L� (2)1' 61 31 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR / 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME n LEG/BOX r WEEP � LOCATION:6-5/8" DESIGN AND INSTALLATION IS THE SHOWN I !��/ FRAME NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER lJ o SHOWN EACH END. I II OR ARCHITECT OF RECORD. (III EXTERIOR /8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION �J� (ALSO REFERRED TO AS DAYLIGHT V PRODUCT REVISED 67 OPTION 4 OPTION 4 with the F'arib OPENING)O MEASURED FROM B ilding vrg 114"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Duildine 1 11 j Aeceptancn Nt 1 - •-GU4O EQUAL-LEG/BOX - 0�� 11,,,,,, FRAME INTO METAL FRAME INTO METAL FRAMESHOWN N/V ,7 R.4,1b. Ex' t nDate '••CEN - M�� i BY .27"X 1.25• / v SF •:� bliam'Dade Product o• t NO ANCHORS WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS '•��� No.56705 W/COVER @ 3E .._ FLANGE OR *: 2.87"FROM EQUAL-LEG WIDTH EACH END. — Descnptfon: vmwn W. • .. FRAME SILLS @SASH:BUCK WIDTH-6-112" — Q @ FIXED LITE:BUCK WIDTH �7�••, �-II -'�, 1D7o TECHNOI-oGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • ° ��'. 3T TE OF :• (V N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) %(� '•.;e<ORIDP•.•' \C�� (941)480.1600 roe' Dote: BUCK HEIGHT/2 �. SINGLE HUNG WINDOW INSTALLATION-LMI 05/15/15 VERTICAL SECTION B-B ,/ONA tC,\0' ��02a1, NAL �� '111111I 1111L1� P6f lta)u8Tn1ES,Mc• Serfes/MOCeL• Style: Shcet: II No. Rer. A.LYNN MILLER,P.E. `wDR19PE9ERVED SH-5500 NTS 3 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.#29298 i i INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ZX ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT ►I WOOD FRAME OR BUCKSTRIP.SEE NTO 2X WOOD FRAME OR Imo- EDGE DISTANCE NOTE 2,THIS SHEET. BUCK STRIP.SEE NOTE 2.THIS SHEET. ANCHORED THROUGH INTEGRAL Fes- EMBEDMENT I FIN INTO 2X WOOD FRAME OR O 1/4'MAX SHIM I BUCK-STRIP.SEE NOTE 2,THIS --�� EDGE DISTANCE 16 1/4-MAX SHIM SHEET. —'� TYP.ANCHOR TYPE, SASH VISIBLE _ J-CHANNEL EMBEDMENT AND EDGE n[-'—J 18 LIGHT WIDTH 17 ❑ FRAME 1 DISTANCE PER SUBSTRATE, II SHOWN _ _ 1 SEE TABLE 2,SHEET 2. -•-- -- ----- _ TT (SCREW SHOWN) D 44 T BALANCE ES I a0 EMBEDMENT I `114'MAX SHIh1 42 WITH SASH TYP.ANCHOR TYPE, DISTDANCE IRI GE WEIGHT 54 30 EMBEDMENT AND EDGE L- DISTANCE PER SUBSTRATE, - (I 8 SEE TABLE 3,SHEET 2. �I �0 3 �a� U �--(J U EXTERIOR TYP.ANCHOR TYPE, 18 (NAIL SHOWN) n 87 INTEGRAL\_EMBEDMENT AND EDGE �- �JFIXED VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED 20 OPT.SASH TOP O LIGHT WIDTH 19 � -� FRAME SEE TABLE 3,SHEET 2. J-CHANNEL SHOWN (NAIL SHOWN) VISIBLE - LIFT RAIL FRAME 1 LIGHT I NOTES: SHOWN HEIGHT FOR ALL WINDOWS: 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMUSTEEL FRAMING OR STEEL STUD. 72 - 1/4-MAX. _ 0 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 U BOTTOM LOCKS: /#10 OR#12 STEEL 114 MAX. HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING \ SHIM SCREWS @ 8-318- USED INTO WOOD AS PER TABLE 2. SMS(G5),SEE 85 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2 8 3, [�(� _. 30 \ THAN 1.1/2"THICK ARE 70 BE n SHEET2, D SASH CONSIDERED 1X INSTALLATIONS. I ,( EXTERIOR VISIBLE \ 1X WOOD BUCKS ARE OPTIONAL IF I.UJ- LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT \ USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS ZX ARE 1-12'THICK 86 18 OR BOTTOM OR GREATER.1X AND 2X BUCKS ` OPT. LOCK(SHEET3). Q Q 65 •63 TESTED UNff (WHEN USED)SHALL BE DESIGNED FIN AND/OR (2)1- 81 30 TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION:6-518" TO THE STRUCTURE.WOOD BUCK - FLANGE REMOVED II FROM SASH END. o IN-FIELD �j�o I WEEP DESIGN AND INSTALLATION IS THE UU NOTCHES AT RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN pp EACH END. \. NOANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION ` � SILLS IF ANCHORING , THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 I`RDDUCT REVISED OPENING)IS MEASURED FROM - ANCHORED THROUGH FRAME INTO METAL i!IyinB with lim Fimidn INTEGRAL FIN 1!4"MAX I ANCHORED THROUGH C°at r BEADING TO BEADING. FIN/FLANG REMOVED oB Cndc y.,, FRAME SHOWN _ y SHIM ``1111 t 111I///r INTEGRAL FIN INTO METAL (INTEGRAL E ) c,ccepBeildi o .—L_. `�N ReWsrvn: F i n ratio 27'X 1.25'WEEPHOLE � ,•' LIGENSF••��( �� 8y O38 W/COVER @ 2.87" Q'.• Mimni ad-Ptodvct FROM EACH END. - - r VISIBLE LIGHT FORMULAS _*: No.56785 TYP.ANCHOR.TYPE, -� - 7A• EDGE DISTANCE WIDTH - EMBEDMENT SUBSTRND ATE, E --U Ocacnptron: OrvMn By: DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-12" -� •• 6 ' Q. SEE TABLE 3,SHEET 2. -r-1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-318' ��� STATE (Ulij� 1070 TECH O OGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT1EQUAL-LITE1 i�S •'R,�ORIDP•'• \��� (gq1)-480-1800 ntI°° Oaty: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHT12-3-15116' '��rs/G�/AL EIJG�� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN 1/1 t t 1111\11� M TMum Ea,oitz Serles/hlodel. Scab: I Shea' Droning No. Rer. INTO 2X WOOD FRAME OR BUCK- ALL RIGHTSRESERVED STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLFJi,P.E. SH-550O NTS 4 OF 13 MD-SH5500-01 B P.E.a 58705 CERT.OF AUTH.R29298 L -+{ 7/8"NOM. �— --�{ 7/8"NOM. �— 718"NOM. 7/8"NOM. 7/8"NOM. VA- 5116"A/A PVB - 5/16"A/A PVB I 5116"A/A PVB 5/16"A/A PVB 5/16"FVH SG 7/16"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE— 7/16"AIR SPACE 118"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 7679 78-79 76-79 7&79 GLASS TYPE D5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —�•{ 7/8"NOM. 7/8"NOM. —�I 7/8"NOM. 7/8"NOM. 7/8"NOM. 5116"H/H SG 5/16"H/H SG 5116"H/H SG 711 6"A/A SG 7/16"A/A SG 7/16"AIR SPACE—- 3/8"AIR SPACE 3/8"AIR SPACE \ 5116"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3116"A GLASS- 3116"T GLASS 1/8"A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR L EXTERIOR a EXTERIOR 7679 7679 70-79 76-79 - 78-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —► 7/8"NOM. 7/8"NOM. I r 7/16"A/A SG 7/16"A/A SG 1/2"N".GLASS GLASS TYPES 9THR000H 1/4"AIRSPACE - 1/4"AIRSPACE 76.79 BITE TYP. '16 MAY NOT BE USED 3116"A GLASS 3/16"T GLASSY WITH J-CHANNEL OR 72 O 74 •INTEGRAL FIN FRAMES �J EXTERIOR a EXTERIOR ' GLASS TYPES 5,7 9,11,13 7&79 7fi-79 31 &15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 313'. — PRODUCT RF,VISEa GLASS a TYPE 15 GLASS TYPE 16 : o mplyheg asirl iQb the rta Bcilding Cbde ^' 38 30 till I I111 Ac cpMrcu No 17"'^P �• NY LY/U '��� RaHaton: plratiwt Date ��OO❑ �P��,.•' 1,10EN$F'•�!!�� Mim I adc ProductC �/ No.58705 ''•' GLAZING NOTES: 'A"-ANNEALED =-G Description: Dmwn By. TYP.GLAZING DETAIL 'H"=HEAT STRENGTHENED �� �Z I�:. 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI 'T"-TEMPERED ® 107. STATE OF (`�� N.VENICE,FL 34275 'PVB'=.090"TROSIFOL PVB SG""=090"S NTRYGLAS®BY KURARAYY AM ERICA,NC.0 C`ss'FCORIDP,.•'G�� (941)-080.1600 Ptle: Date: ANAL ENS`\ coPrlpGtrroz9+7 SINGLE HUNG WINDOW INSTALLATION-LM 05/16/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. I/1 j PGTINGUSTTUE9,INC. SarlwlIJOdel. Scab: Sh..L• Drvwing No. Row A.LYNN MLLER P.E. N1 WGIffHE�BEFNEG SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.p 58705 CERT.OF AUTH.N29296 TABLE 4: olas Type ealan s*.h TABLE 6: a 0 rplwnror9hen 5mhH.igh1 Oesign Pressure,IhalR' Olas Type. Design Pressure,lustr' 5,15,Tyo*. Design Preesure;Ib011t2 p. I Ra 0whd- R1w.0n1 0.a 105dlh Dn 9,7ae 9 s,a,Taa m t� upla V sz72s +65.01-70.0 H-S0.0 23.5 EWa49. 11394 +eS.O -700 R.Ml.level fLinL Level s 14.517.15.070 +e5.0 -M.0 +65.0 JOG iQ For allMndm and sash st- M FQ1ellMndawdse.h.aas 28 EqunHie 71.693-1q.61B •85.0 -ro.0 +65.D -70.0 SEE TABLE 9.SHEET B FOR Standardit im 11.377.11.562 +05.0 -70X 465.0 -70,0 SEE TABLE 10.SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tsileat 21517-25.2Be .03.0 -70.0 +es.0 40.0 ANCHOR GROUP AND QUANTITY. sla.d.dCalape 20.16e-axle +6&. -Too +B5o ao0 37.375 EquWA. 17.517-20.957 .650 -TOO 465.0 JOG ShWwd P�mlen 14.517-17.516 .BSO .70.0 .65.0 .70.0 sh*naal T1.377.27582 G5.0-00 .70.0 +e54 -7a0 Tekal Z7.5831. -31.911 +03A .70.0 •65.0 .70.0 CusNm Sa* 28517-Z7.582 •65.0 -70.0 +85.0 ]0.0 II I slaemd C*wp Z1517.2a516 +65.0 -70.0 +65.0 .70.0 O IJ HEADER 44 Eq.HM 20.517-23.510 w5A ao.0 +85.0 40.0 HEADER SbM,,d PwAm 17.517.2Q516 465.D -70.0 +65.0 .700 / 23 c.tomsu* 14.517-17.510 +e5.0 .70.0 •05.0 .70.0 P3 O� SMnmt 11.377-14 510 .86.0 -7n.D +e5.0 .700 �� o Tallest 31.563-3&9111:111". 5.0 -70.0 +65A .70.0 Stwdwd Cona(p 20.517-31.582ID -ro.D .05.0 .70.0 Q EqusHka 20.517-28.51665.0 -70.0 +85.0 •70.0 0 MEETING RAIL 46 swmard Plmi.e 17.517-2a516 &0 .70.0 •05.0 -70.0 MEETING RAIL Gahm S¢a 14.517-77.516O -70.0 +65.0 JO.o � - - 26 0 clamm sr:. 12.517-14,518 &O •70.0 .es.0 -7Q0 Z7mS1nn*at 11.371-12510 &0 .70.0 .es.a Tao � r*It.1 33.we-31s0ees.o -TO.o .es.0 aao.33.207 .5.0 -70.0 +65.0 .70.0 o _ U E-W. M.517-M51a +e5.0 -70.0 •es.a -Tao 23 23 Cl¢I.m slx. 2-111-2151e ..A -TOO +65.0 -7Q0 JAMB JAMB �.�5 smrmml'l.dav n.st1-m.sla +e&o -TOO +es.0 -7ao E%iERIOR SASH F�10fl SASH + � Qalom six* u61T-tTsle .e&o -ro.0 •as.o -7ao a HEIGHT HEIGHT C�amm size 12.517-14.510 +eso -7DO +65.0 -7ao smart T7.3R-IZ510 +65.0 -7D.0 .a54 aao Tm..t X517-41.SU .65a -nu +650 .1ao II swmer 1a9• 31.517.36.516 +ss.0 .05.0 -7ao 23 ° EpnuOe M517-31.510 465.0 -7OD 6&0 -7QO 23 5 av 73.517-28510 465.0 - . +fl5.0 -7Q0 1 SILL O O Wt*m Site M517-21516 105.0 -70.0 +65.0 -7ao SILL O '� Wlom Si,.* IT.511-2Q516 465.0 - .0 •65.0 .7QO AA Cl sl mnl 11.517-13.018 +05.0 .70A +65.0 ad1 I,IILUJJ Wtom Slxe 11017-14.510 . O -70.0 +05.0 -0T.3 Smnesl 11.684-13.DiB +d5a .70.0 .650 805 Te110ai 39.517-41.60 +B&O -70.0 +65.0 -7QO 0 e Qat*m SR* I 36.517-30.516 +65.0 -70.0 +e5.0 -7QO E@ Pte 35.517.38.516 465.0 -7aO +65.0 •7Q0 75 Uetom slie 32517.315'. +e5.0 .70.0 .09.0 -7ao ' SECTION DETAIL FOR WINDOWS WITH suMWPm- 29.517-3251e .6iO •70.0 .me -7ao SECTION DETAIL FOR WINDOWS WITH LEVEL Rl REINFORCEMENT&GLASS TYPES 5,6,7&8 Cu tomsue I 25.517.29.616 405.0 -7aO +65.0 .87.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE 3ron*,t 25.510-M.51e .eso -70.0 .ese ads (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& EpdJne 39.517-M.B44 .6so -7aO +65.0 -7QO APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 84 aatan sue v.317-3e.s1e .e5.a -ro.0 .ns.0 d7.3 CONFIGURATIONS) &aridardP Awl I MA19-35.51e +Sa -MO +6S.0 -615 PRODUCT REVISED 91.T6 T.1ml -41.644 +e5.0 .7a0 .05.0 ads I a3 complyilg wi01111e Florio; SEE TABLE 10,SHEET 9 FOR ANC OUP AND QUANTITY. Building Codo SASH HEIGHT=WIND YV�U IdM7 50.136 Accapl'an0e hIe .- **MIN. ,DCT G im' Datc /t�✓ll•J• , o i ReNslan: N ,.....,, �y i� B5 � vOENS�c'•.�(�. MFan edsPrasflltt No.58705 "9 '.(� esa Bon: Drom BY: NOTES: D rip =p G 13; a� 1)USE THESE TABLES FORALL WINDOWSINSTALLED THROUGH THE FRAME OR INTEGRAL FIN. !Q ST TEO �� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI ',F•'-g0RIDP,.•' �C��� N.VENICE,FL34276 Vile: Gate: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS ASPER THE FIGURE. '/�"'q. .AL�. �\\ (941Wa'�COPY _ SINGLE HUNG WINDOW INSTALLATION-LM 05/15115 3 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 77jlll 1 11100 5 POTeAtl6TRfEs,171G ON THE TABLE. A.LYNN MILLER P.E. ALL FUOH s Se"ISI0.de1: N'' SheetrOF 13 Drxr N0. Row.P.E.958705 CERT.OFAUTH.029296 H-5500 . TS 6 MD Row. B TABLE 7: TABLE 8: au®Type Sort_Sash Design n Pressure,lbstW 014miypo 611nm Sash Design Pressure lbsllt2 c12,tea 1st -Iplionkr dwn Seah HN9ht 13814 Saturn 8.4 H41g0 Relnl.Lew1 Rageg9Wndzw Runge On) Wadew 8avk Wdl,lint Ra1n6Love1 Kane®Wlyd- Range On) Wom0N6usk VIldh0a o 3 Salim st-m upW40 48 52125 1 54 3 Hdght Shom 79 24 1 32 1 38 1 40 48 52125 54 23.5 Equd4lla 11.394 .70.0 .110.0 +7D.o -110.0 M.. -110.0 Na.a -110.0 235 I Equal91e 11.394 -70S-110.0 -70.0-110.0 -70.0 Alan +70.0-110.0 •70.0-110.0 +70.0-110.0 .7aD-fl0.0 -70.0 -t10.9 6Umad Cotte90 14,517-15.870 470.0 .1100 .70.0 .110.0 .70.0.110.0 .70.0 .110.0 samara cronage 14.517-15.87a -70.0-110.a .70.0 A10.0 -70.0-110.0 -70.0-11a0 -70.0 -flan .70.0 1-fl D.o •70.0-liall •70.0 -110.0 28 Equal[it. 11.583-14,510 .70.0 -1100 170.0-110.D 170.0.110.0 r70.0 -110.0 20 -Equal Id,*- 11.593-14,516 •70.0-110.0 .70.0 A10.0 NaO--Ha0 •70A-110.0 •70.0 Also -70.0-110.0 .79.0-110.0 •70.0-110.0 Bladed Powhe 11.31T-11.6@ •704 -110.0 -70.0 .110.0 •70.0 Alan 47p.0 .110.0 Standard ProAm 11.377-11.582 +70.0-110.0 10.1-110.1 110.1-110.0 170.0 -110.0 170.1 -110.0 a70.0-110.0 +70.0 -110a •70.0 -110.0 0 I I Td1e41 MIT-252888 .70.0 -110.0 +70.0 -110a 470.0-fl0.0 -70.0 .110.0 Tallest 0.517-25MG -70.0-110.0 •70.0 Alan •70.0 Alan •70.0 �110.a 170.0 -110.0 -70.0-110.0 -70.0-1100 .70.0 -110a V HEADER samara tona9e zo.95e-23s1e +To.o-1 to.o .7o.a -tto.o no.o-1to.o .7o.D .1 m.o smndard cgttege 20.950-23.618 .700-110.0 wO.0-110.0 -7aD-110.0 -70.3-110.0 .70.0-110.0 •70.0-110.0 -70.0-1100 -70.0 -110.0 25 37.376 Equa143o 17.517-2aw .70,0-1100 .70a Alan .70.0.110.0 470.0 .109.0 37.375 Equal-We 17.517-20.957 +70.0-110.0 Tao-110.0 +70.D-110.0 •70.0-1100 •70.0-110.0 -Xa-110.0 -70.0-110.0 -70.0 -100.0 , NE oiew 14.517-17.516 +70.0-110.0 .70.0-110.0 470.0 -110.0 -70.0 -110.0 Slandanl Fralew 14517.17.516 •70.0-110.0 -70.0-710.0 -70.0 Alan 170.1-110.0 171.1-11ca +70.0-11a0 .70.1-119.1 171.0 -110.0 0 e m 11.3T7-14.510 •70.0-110.0 +70.0 410.0 -70.0 .107.0 -740 A03p Shortest 11.377-14.516 •700-1110 -70.0-110.0 +70.D-110.0 •70,0-110.0 •70.0-11C.0 -70.0-110.0 •70.0-107.0 •70.0 -103.0 t 27.583-31.911 .TDO-110.0 +70.0 -09.0 470.0 -M.0 +70.0 AGO Tada51 27.583-31.911 +70.0•t10.0 -70a-t10.0 +70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0 40.0 •70.0 43.0 •70.0 90A 0 Side 26.517-ZL582 170.0 -110.0 +70.0-110.0 .70.0.110.0 -700 A10.0 Cud-Sids 26.517-27.592 Ma-110.a -70A-110.0 NO.D-110.0 +7D.0-110.0 -70.0 -11C.0 -70.0-110.0 -70.0)-110a +70a-110.0 o O O MEETING RAIL onvae23.517-29.518 +70.0 "an MA AM +70.0.110.0 +70.0 .110.0 Standard C00age 23.517-26,516 •?ao-110.0 +70.0-110.0 +70.0-110.0 -70.0-110.0 +70.0 -IlcA +710-110.0 •70.0 -110.0 -70.0 -110.0449le 2Q517-23.516 +70.0 -110.0 -70.0 -1100 -70.0-110.0 +Tda -110.0 44 Equal-01e 20.517-23.516 .70.0 -11D.0 +70.0-110.a -7D.o-110.0 •70.0 410A •]0.0 -11a0 .70.0-11" +71.1 Alan AD.O -110.0 0 l w 17.517-M.510 .70.0 -110.0 +M.o Alan -70.a -1100 .7U.a -110.0 StandaniNcAw 17.517-20.516 -700-1111) -700-110.0 +70.0-110.0 -70.0-110.0 +70.0-110.0 •70.0-110.0 -70.0 -110.0 +700 -110.0 She 14,517-17 516 +70.0 -1100 +Ma -11Q0 +70.0•110.0 -70.0 •110.0 CuSlom Slze 14.517-17.516 •70.0-110.0 •T0.0-110.0 +10.0-170.0 +]0.0-110.0 •70.0 -ttaa +70.0-110.0 •70.0-110.0 •70.0 -110.0 �..RroR 27 11.377-14.516 +no -110.0 +70.0 •110.0 +10.0-10T.0 .T0,0 -1030 Sh00est 11,0T7-14.516 +70.0 410.0 •700-110.0 -70.0-110.0 -70.0-1100 +70.0-1100. -70.0 AIGO •70.0-137.0 •7D.0-103.0 1 31.683-35.011 aM.o -110.0 -TO.o .09.0 -70.0 •93.0 +70.0 -90.0 TWe51 31.983-35.911 +70.0-110.0 -700-110.0 -70.0-110.0 •70.0-110.0 •70.0-110.0 +7D.0 49.0 +70.0 93.0 +7alt 90.0 Cgeage 20.517-31.502 +70.0 -110a +70.0 -110.0 +710 .110.0 +70.0 .110.0 fit.WW C00ege 26.517-31.502 +70.0-n0.o •700-110.o -70.0-no.a •70A -110.0 -70.0-110.0 +7A.0-1m0 -70.0-11a0 .70.0-110.o JAMB 25 FWd4ke 20.517-26,510 +70.0-110.0 .70.0 •110.0 •70.0 -110.0 -A -11o.0 Equal-Ise M Sir-26516 +7a0-11D.0 +70.0-1110 •70.0-110.0 -70.0-110.0 -70.0-110.0 +70.0-110.D -70.0-110.0 -70.0 -11RD 48 Star Pr 17.617-20.Sid +70.0 -1100 +MA.1100 +70.0-110.0 +70.0•110.0 40 Standard PrMew t]-517-20,516 -70.0 Alan .Tab-110.0 -70.0-110.0 +70.0-1f0.0 N0.0-110.0 -70.0-110.0 wo.o-tto.a ao.o-no.o � PxTERba SASH asmm slze 14.517-17,518 .70.0 .110.0 +70.0 -11a0 -70.0-11a0 +70a Alan Custom aide 14,517-17,516 -70.0-110.0 •70.a-110.0 •70A-110-0 -70,0-110.0 +700-110.0 +70.0-110.0 -72.0-1f0.2 +70.0 .110,0 - <D HEIGHT aslom she 12.517-14.6le .M.0 -110.0 -79.0 -110.0 -70.0 4100 +70.0 41.. Custom sue 12.517-14.516 +70.0 Alan +70a A10.0 •70.0-110.0 -70.0-110.0 -70.0-110.0 +70.o-11aa •70.0-11ao -70.0 Alan SECTION DETAIL FOR sldded 11.377-12.510 +70.0 .110,0 +70.0 -110.0 +7D.0-11¢D 470.0 m¢9 B snoeest 11.377-12.510 •70.0-110.0 +70.0 A10.0 -70A-110.9 -70.0-110.0 +70.0 .110.0 -70.0 Alan •70.0-11ao •70.0 410.0 Toff- alma-37.sw .M.0-110.0 +70.0 990 •70.0 -w.o .70.0 -m.o o T.NoIl 33.209-37.536 •70.0-11U «Toa-110A •70S-110.0 .7.0-110.0 .70.0-110.0 •70.0 99.0 -710 93.0 -70.0 -90.0 WINDOWS WITH O smmard cottyTo 26.517-33.2P +70.o .110.0 +79.0-11a.0 470.0 -1100 .70.0-11o.D Standard COvage 20.517-33.207 -70.0-110.0 +70.0-110.0 -70.0-110.0 -70.0-110.0 •70.0-110.0 -78.0-Hatt •70.0-flo.0 :70.0-110.0 LEVEL R3 REINFORCEMENT 25 m Eadlae 2as17-26.516 .70.0 -110.0 +70.0-110.0 .70.0-1100 -T0.0-1100 Equal4lle 23.517-23.516 •70.0-110.0 •70.0-110.0 •70.0-170.0 •70.0-110.0 -7n.0 Alaa +7a.0-110.0 •70.0-1m0 .70.0-110.0 p EaraShe 2oS17-23SI6 .70.0 -iia.0 •70.0 -1tD.a .70.0-flan +To.O -flo.o ' CustomSbe 20.517-23,516 17--110.0 • +70,0-110.0 .70.0 11 •70.0-fl0.0 •70.0-fl0.0 •79.0-110.0 •10.0-110.0 +70.0-110.0 &GLASS TYPES 9-16 D 49.625 SILL 8 s6adard Pmdew 77.5n-lase +10.0 -flo.o +70.0 -nD.9 .70.0-Itaa .T0.0 -no.o 2 stanaam Pratew lrsn-zo.51e -7no-no.0 w0.o -na.o •ro.o-flo.a •10.0-no.0 -70.0-110.0 •70.9-110.0 •70.0-110.0 +70.0-110.0 (REINFORCEMENTS SHOWN g custom sloe 14.517-17.5Is .70.0 -110.0 .70.0 .110.0 170.0 .1mo .7ao -Ilan 3 Cudomshs 14.517-17.516 •7no-1m.D •too-110.0 .70.0 Alan •70.0-110.0 -70.0-110.0 -70.0-110.0 +70.0-110.0 -70.0-110.0 IN FIGURES ABOVE APPLY asbm sire 12677-14.516 +70.0 AlD.0 +70.0-110.0 .7a.0 .110.0 .70.0 -1100 Custom sue 12617-14.51s east-no.o a¢o-110.0 .70.0'-110.0 •70.0-115.a .70.0-nC.a .7a.0-110.0 .70.0-fl¢a •70.0-1m0 TO ALL CONFIGURATIONS) stmest 11.377-12.516 .70.0 Alan +m.0-no.D +7¢0 -110.0 +70.0 -Imo Snodeet 11.377-12.610 .70.0-110.0 •7no-110.0 A0d-110.0 +7¢0-110.0 -70.0-11" •70.0-Maa +73.0-110 +70.0-110.0 � rdle t 3a517-41.044 -70.0-110.0 +70.0 -110.0 -70.0-r+a.0 +".0 -110.0 Wool 36.517-41.644 •70.0-11o.0 -70.D-110.0 •70.0 410.0 -70.0-110.0 -70.0-11Q0 +70.0-110.D -70.0-110.0 •70.0-105,7 Sm,dardCpllage 31sn.38516 +70.a-110.0 +70.0 .110.0 -70.0-fl0.0 •70.0 •flo.o stanaamdmage 31.517-35.515 .70.0-110.0 .70.0 -110.3 +7D.o-110.0 -70.0-110.0 •70.0-110.0 +70.0-'HC.O •70.0-1005 •70.0 -1030 e Ewd4ne 26.517-3L516 +100 -110.0 +70.0 -110.0+70.0-110a 171c -flo.o Equd410 26.517.ai.618 -70.0-11a0 -70.0 mo.0 •70.0-tlao +70.0-110.0 +70.o•11n,0 +70.0-110.0 +70.0.107.9 •70.0-1024 SuaMad R.Iew 23.517-2e.SIB +70.0-110.0 -70.0 -110.0 +70.0-110.0 +70.0 -11010 standard Pralaw 23.517-29.518 •70.0-110.0 •7a0 •1m.o .70.0 410.0 +70.0 Alan -70.0-110.0 +70.0-Ma -70.0•110.0 -70.0-lD5.2 62 CIemm Stan 20.517-23.518 .70.0 -IlaD +70.0-110.0 +70.0-110.0 .70.0 -110.D 62 Cusromsize 20.517.23.51e •70.0-110.0 .70.0 -110.0 -70.0-Ho.o -70.0-110.o .70.0 -110.0 •70.0-110.0 •70.0.110.0 •70.0-1070 Custom me 17.517-20.516 +70a .110.0 +7a.o-110.0+10.0 -110.0 +Mo 410.0 Cunomsft. 17.5V-20.516 +70.0-11a.0 .7 no -flo.0 .70a-110.0 +70.0-110.0 +10.0 -110.0 -70.0-110.0 •70.0-DC.D •7D.0-109.6 dsbm Sha ICS17-17.516 +MD Alan +70.0 -1m0 +70.0-110.0 +70.0 -110.o Custom Size 14,517.17.516 •70.0:110.0 •70a -no.o •70A-11¢D -70.0-100.0 +70.0-1026 +70.D-100.5 •TaD-100.5 "a,-t0a.5 Custom she 13.017-14.616 +100 .110.0 +Ma .110.0 +70.0•110.0 +70.0 4laO c.d.m ate 13,017.14.516 10.0-110.0 •7Qa .110.0 •70,0-106.2 -79.a-100.7 10.0 97.1 .70d ?14.4 -70.0 94A .70.0 94A shoneat 11.654-13.010 +70.0 A1D.0 -MA -110a -70,0-170.0 +70.0 -110a Sh dest 11.864-13.018 +70.0-110.0 -70.0-110.0 70.0•1D26 -70.0 97.0 +70,0 93.3 +70.0 90.1 +70.0 -aall •70.0 90.0 Ttllevt 39.511-41.044[+70,0-110.0 470.0-710.0 +70.0 -110.0 +70.0 -11a0 Ta6e5l 39.517.41.644 .70.0-110.0 -70.0-110.0 •70.0-110.0 -70.0-110.0 •70.0-110.0 -70.0 1-110.0 -70.0 -111.5 -70.0 -08.0 IDatom Slze 3A511-30.516 -1f00 +70.0•110.0 -70.0 -1100 •700 Alan Custom Bhp WEV-39,518 -70.0.110.0 +70.0.110.0 .700 410.0 .70,0-110.0 +70.0 410.0 •70.0•110.0 -70.0-101.7 +70.0 96.3 Equd M. 35.517-34.516 -110.0 +T00-1M +70.0•110.0 +70.0 -110.0 Equd910 35.517-36.516 -70.0-110.0 -70.0-11D.0 -70.0-110.9 +70.a-110.0 +70.0-110.0 +70.0•110.0 •70.0-100.4 N0.0 95.o 75 Custom she 32.51T-35.516 .110.0 +T0.0 -110.0 +70.0.110.0 -70,0 -110.0 75 Cusom ske 32.517-35.510 •70.0-11a0 .70.0 -110.0 +700-110.0 •70.a-110.0 -Tan-110.0 •70.0 Alan •70.0-m0.7 +70.0 952Steldal P-u w 29,517-32.510 •110.0 4Tan -110.0 +70.0-110.0 «700 -11a0 9ladadP-law 29.517-32.516 -70.0-110.0 -70.0-110,0 +70a-110.0 +700-110.0 •70.0-110.0 .70.0•109.8 +70.0-111.8 .70.0 95.1 Cvcbm Size 28.517.290516 -110.0 +70.0 -110.0 .70.0-11a0 +70.0 -11H Customske 20.517-29.518 -70.0-110,0 +70.0•110.0 •70,0-107.9 +70.0-1D2.4 •T0.0 90.9 .7a0 96.4 .70.0 964 •71.1 -19.4 shortest 25.518.26.516 -110.0 +70.0 -110.0 +70.0-110.0 .70.0 210.0 Shortest 25.610.26.516 •70.0-110.0 -70.0 •710.D +700-10L8 +70a 49.1 +70a 95.4 •70.0 924 •70.1 924 +7a.0 92.4 Ewaub 34617-41.944 -clad +70.0-110.0 .70.0 -1100 470.0 Alan EaualAte 38.517-41,644 •70.0-110.0 -70.0 Man •70.0-110A -TaD-110.0 +7D.0 -110.0 -70.0-109.8 +70.o 90.7 •70.D 91.1 GLASS TYPES 9 THROUGH 87 Custom Ske 3a517.38.816 +70.0-110.0 -70.0.110.0 +70.0-110.0 +70.0 -110.0 84 GV510m Ske 35,517-38.510 -70.0-110.0 •70.0-it0.0 •700-107.0 •]0.0-1024 •70.0 9B.g -70.0 96,4 +70.0 -08.4 +70.0 91.8 '16MAYNOTBEUSEDWITH standard PrMew 33.618-dss16 .Too-no.o .70.0 -110.0 2a.-11ao •7a.0 410.0 SI22Lrd Pronow 31918-35.515 .7nA.110.0 +70.0-110.0 +70.0-ID26 •7D.o 97.0 •7al) 93.3 •70.0 9a1 +7a0 90.0 +7D.0 90,0 J-CHANNEL OR INTEGRAL PRODUCT R.EVtiED .1.78 Taasd --41.e44 +7ao-H00 +70.0 -11D.0 +10.0-110.0 +7ao -flan st78 Tor •-41.844 "a,-110.0 .70.0-110.0 +70.0-102a +70.0 9T0 -70.0 9a3 •70.o gal wo.0 90.0 •70.0 90.0 •FIN FRAMES es oamplyh*with th.FIC ids SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11.SHEET 10 FOR ANCHOR GROUP AND QUANTITY. ilt!-our(bale '•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Acaeptnnoo No! `\ Y LYN ''T, Revlelan: EX6tiTBfIWaDO{0 -._ - pN . N 1 B lac'•_ICENSF )ads Prl3dact CDiltm6 * No.58705 - NOTES: _ *_ ® Description. Dr111vn B)7 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. � 1070 TECHNOLOGY DRO/E DESIGN PRESSURE TABLES J ROSOWSKI ��•. STA E O I /:(v- N.VENICE,FL 34276 Rtler Dato: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. i F ''•"CRIOp.••• �� (941)-480.1600 s c��• SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN /S1DNAL e ��\` PCGTWDUSTR EQ NC. ON THE TABLE, A.L/YrJti I.�IILLER`P.E, Au RIGHTS RESERVED Serie ode7: Seale: Shseat: brewing No. Rer. 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I 2.176" I .065" -�-�- .066" 7.375' I .590" .471' 1599_ �34}L'T o O .035" \ / .974" .35.' .050• .590" .050" I FIXED 1° 1.000" +- BALANCE� 06 SASH STOP IL LIFT RAIL 070"BEVELED � BEVELED 14 MEETINGRAIL t6 SASH RAIL 17 COVER 18 SCREW COVER 18 INTERLOCK 20 INTERLOCKCOVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED m complying%vi0a the Florida Building Code I11I 11 1 1 I U l t 7 A ccptan Nc!7• 6fpxetiuo Dale R. .300' C1 •' LICENSE•.�( . !ig I' --�{ .86o4' ,175• J.. L-1- = Q':' ';Cn� MF.ant` Retde c< *.754' .750' _ ; NO.58705 .035' .025" �{+-� -� � L/U�'_'"-7Z" - De9cri0tion: Dmnn By: OLAMIIG EXTRUDED ROLLED `LS�g1TE6Jp�=.�� 1070 TECHNOLOGY DRNE WINDOW EXTRUSIONS J ROSOWSKI 72 80 81 ' T :,�f/ N.VENICE,FL 34275 BEADING SCREEN FRAME SCREEN FRAME � FS 'ctOR1DP''• \�� (941)480.1600 Rom' Date: �NG�� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 7jIIIII I111111 PGT WUSUSTRIE5.INC. Scd/Model: Srnlo: Sheet D-,I"g No. Rev: A.LYNN MILLER P.E. ALL RIGHTS RE6ERVED SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E.A 58705 CERT.OF AUTH.#29298 SILICONE HOT-MELT BUM TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Material,conL SILICONE STRUCTURAL 1/4"NOM FOAM-- 3/16"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE WITH 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism C Steel WITH DESICCANT DESICCANT 2 1 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Znc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 7201958.6 Auto Lock Cover Assembly Cast Znc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX #6 x 1-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 S WDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc / 6 620106 SH/DH Frame Sill-Flange PVC 50 776X34PPA 116 x 314"PH.PH SDS(Keeper Screw) SS INT.GLASS / INT.GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620106 SH/DH Frame Sill-Equal Leg/Box PVC 52 420162 UR Pull Rail Till Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL 96x 3/4'Ph.FH SDS(Comer Key Screw) SS 7s 4SG TPS SPACERW NXTTM 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 lilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc BUTYLENE 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC 5/16'NOM.— SEAL /-5/18"NOh1. 22 620145 Beveled interlock Cover PVC 60 7202D6 Pivot Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 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 STEE 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 AI 66 420188 Bottom Latch Strike Plate Cast Zinc EXT,GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 77858B #B x 5/8'Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedd ng,GE 7700 or Dow 791 Silicone INT.GLASS DINT.GLASS 33 61625 Weatherstrip Plug,.220'Finseai 75 1 71646N iSetting Block(718"x 1"x 1/81),85+/-5 duro. EPDM TM 35 78XIMTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum DURASEAL® 79 XL EDGE . 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 41 7s—SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 82 7CKGLE21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 40 720X1000( Constant Farce Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x X4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX 1#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material ;;eonuc r REVISED -'-plying W ah Iha Fkoxwt 76 Kommerling 4SG TPS Spacer System ;;c°dMB Code / r Spacer nXr with Hot Melt Butyl See this ilia :rtnrco rro_7-�63D.og 77 Quanex Super P Y Sheet for ,� ANY LYNN ',, Rerleree: E"�"ar""D°" �- 207D 78 Quanex Duraseal Spacer ;� / d P Materials �a4;.''�ICEN F .,!!� n?r�l ❑de Product 79 Cardinal M.Edge Spacer �y REFERENCE TEST REPORTS:FTL-8717,6968&8970 =* No.58705 Umwn _�•'l` G a2 �•�-• �� 1070 TECHNOLOGY DRIVE BILL OFMATERIAL(BOM) J ROSOWSKI ��T'.• STATE OF •�/� N.VENICE,FL34275 '•�<OAIDPr,.•''X, (941}4eo-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: /,��S�ONAL ,"' perao0areff&eic. 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD..TO BE LABELED FOR AAMA EXTRUDER CODE. �r r I I I I I11 All WeMg�cp=y® Sedes/MH- SwM: Shaer: Orvwrny No. Rar. 2)ITEMS#9-13,15.24,28,29.34,39,61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. S H-550O NTS 12 OF 13 M D-SH5500-01 B P.E.#58705 CERT.OF AUTH.429296 OPT.SWEEP LOCK l,•• O\� 48 48 OPT.AUTO LOCK 47 20 ! tl 057 58 OR� -� 48 \\ \ 51 OR O. \ 4545 11 OPT.PULL RAIL • i 22 62 OR 84 \�\ \ 9 INTERLOCK& ! i \ _ COVER II 56 ! ! d 67 6 OPT. 8 BEVELED \ \ ! MITERED FRAME WITH ! j 21 INTERLOCK \ INTERIOR AND EXTERIOR 16 "o &COVER `FRAME WELDS \ I O 0E 72 X4 _ i \16 153 72 X4 e 53 80 OR 81 50 44 14 SCREEN P.�pCNES 49 �' 60 OPT.PULL HANDLE ASSEMBLY G d'p 64 WITH LATCH DETAILS 41 - 40 CONSTANT FORCE �( _ I;•\\ 16 82 OR 83 ® OR BALANCE b V - \ OPT.PULL (L.)OR 43 42 43 SPIRAL'BALANCE HANDLE 63 16 \\ MITERED FRAME WITH �'` ,� �.• SASH /—INTERIOR AND EXTERIOR 37� ASSEMBLY '.� FRAME WELDS 66 _ 36 DETAILS EXTERIOR •' - 53 38 \ ;. 5 \� A7Tq d I , re Flonda ....... v __,_- - •.., . _ -ALANC ,' BS iling�CWte�) O 1`CD — E Acrelrinnee Ab�{ g FRAME ;• `` III II rr --ReNsion: _ - Er,PirntonDxc _ 0$0 ASSEMBLY �' `\ `.���ONV LVIyN�i�., �v -.• UCENSF•.•����' T<lisnxi JnBe Product Con .. DETAILS Q,: *; No.58705 7 * ® Oesmp6on: Brown By. EXTERIOR ��•i� � 1B70 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: C� '0 TE OF �[/; N.VENICE,FL 34275 'n p �(/� Title: Date: 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. � '••��RIDP,.••'��\� (941)-0BD-1 B00 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 S'/O NG coPv+cBrmzan 2)J-CHANNEL FRAME SHOWN.PARTS#1&5.OTHER FRAME TYPES APPLY. err NALE �YY PCTIN7U1GHTF201? 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. 1I11 I t 1\ n�Lwriirs aEsmuEa Series/Motlel: Srnle: Sheet: Droving No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN�IL/I R.P.E. SH-5500 NTS 13 OF 13 MD-SH5500-01 B F.E.#58705 CERT.OF AUTH.#29290