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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 �l WA m - W VA RNS :t,A: a�y. BCIS Home Log In ; User Registration Hot Topics i Submit Surcharge Stats&Facts ! Publications s` FBC Staff SCIS Site Map Links i Searcn t` dbpl a ,�_ Product Approval ®�� � USER:Public User �i—_ ( ,�rK Product Arnrrvai Menu>Product or Aonlicatlon Search>Application List>Application Detail SEP2016 FL# FL239-R23 PER.'JI IT7j1,1;Cj Application Type Revisi St. Lucie County, FL Code Version Application Status Approved pproved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT In�OgvDrlve Address/Phone/Email North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski irosowski@pgtindustries.com Technical Representative Jens Rosowski _ Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/28/2016 Date Validated 06/29/2016 Date Pending FBC Approval Date Approved 07/03/2016 Date Revised 08/22/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 9/6/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 239.1 ISH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R23 C CAC 16-0505.02.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(NOA)for FL239 R23 I•_ 16-0505.02.odf' product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 ISH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R23 C CAC 15-0612.12b.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R23 Ii 15-0612.12b.bdf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R23 C CAC 15-0519.07.odf f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date f Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R23 I1 1S-0519.07.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 ISH-700(Large Missile Impact) Aluminum Single Hung Window l Limits of Use Certification Agency Certificate [ Approved for use in HVHZ:Yes FL239 R23 C CAC 15-0519.08.1)(If Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation Instructions I Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R23 II 15-0519.08.ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Large Missile Impact) Multi-Story Aluminum single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R23 C CAC 15-0609.02 Lht.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R23 II 15-0609.02 LM.odf 4 product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R23 C CAC. 15-0609.03 SM.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)farFl.239R23 tI ],5-0609.03.SP�1.,.fidf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R23 C CAC 15-0612_:].1.MT.ptlf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions i Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R23 II 15-0612.ti.LMl.odf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R23..0 CAC 15-0612.10 SMI.Pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R23 1. 15-0612.10 SMI.pdf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) lVinyl Single Hung Window i I Limits of Use Certification Agency Certificate }Approved for use in HVHZ:Yes FL239 R23 C CAC 15-0519.06b.odf - Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 4 Impact Resistant:No 07/30/2020 http://www.floridabuilding.org/pr/P _app_dti.aspx?param=wGEVXQwtDquS1Bu8CAEmB... 9/6/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance OA)for FL239 R23 II 15-0519.06b.odf product performance Information,anchorage details,and an hor type, Verified By:Miami-Dade BCCO-CER f size,and spacing Information. Created by Independent Third IIII valu . Created by independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R23 C CAC 15-0519,05.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(NOA)for FL239 R23 II 15-6519.OS.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ED Fa. 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: WO ebhc�k .vim. Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 9/6/2016 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidflde,eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AI-IJ(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 V tcane Zone. DESCRIPTION:S ies"5400"PVC Single Hung indoor—N.I. APPROVAL DOCUMENT: Drawing No.MD-SH5 00-01 titled"Single Hung Window Installation-NP', sheets i through 12 of 12,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and appCG:-N y iami-Dade County Product Control Section. MISSILE IMPACT RATLABELING: Each unit sbpermanent 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 consists of this page 1 and evidence pages Irl and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA - MiAMMA®utvTY /f�p1�5 Expiration Date. .Iuly 30,202 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NT, sheets I through 12 of 12, dated 05/15/15, prepared by manufacturer, signed and scaled by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51' Edition (2014),dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 'I. Miami—Dade Department of Regulatory and Economic Resources(RER). Manuel e Z,P E. Product Control E in' er NOA No. 15-0519.06 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATE TS 1. Statement letter of conformance,complying with FBC-2010 and FBC-5,h Edition (2014),dated May 15 20 ,s gne an sea e y Anthony 1 er, 2. Statement letter of no financial interest,dated May 15,2015, 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. G. OTHERS 1. None. Mauuel Per P. . Product Control E an er NOA No. 15- 06 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 ANCHORAGE EXAMPLE FOR 28118"MAX,O.C. 21-51V ANCHORAGE EXAMPLE rz RATING IMPACT RATING RADIUS-TOP -\ 1 641 MAX,BUCK WIDTH MAX.O.C. FORARCH-TOPVARIES PER REINFORCEMENT NOT RATED FOR HEA ROM HEADER(SIM.FOR ALL MAX.M U SEAM WINDOW 1ORALL 7!��F E - - 12'MAX. SHEETS 6.7 IMPACT RESISTANCE. WINDOW TYPES) SEE'.__-1 I MAX.O.C. 7e7 SH - I — 52-118'MAX.BUCK WIDTH A,SEE . -1 - iT MAX.FROM B.SEE S '_'T I FRAME SEAM SEE SHEETS 1-114' SHEET 30"MAX.O.C. SHEET FIXED VISIBLE D,SEE 8&9 HEET3 12'MAX. LIGHTWJDTH - SHEET4 41 1- A.SEE r"-'- --- i B,SEE__ _j-k' 12'MAX 12,MAX. C.SEE SHEET3t SHEET3 S FIXED HEET4 III T+ EQUALLY VISIBLE I LF A,SEE 12'MAX. EQUALLY 17-718-MAX, C. SPACED LIGHT 17-W MAX.CLC. SHEET3 P.C.R ANCHORSPER TABLES 6&7 HEIGHT 17.718"MAX.TABLES 6&1 91,8" SPACED 54' M' ' CHORS PER 62' BUCK MAX, BUD ABLE$6&7 HEIGH MAX. HEIGHT SPACED ANCHORSPE 0 al EQUALLY M X I 10"MAX.O. BUCK 10"MAX O.C. DO K AS SHOWN HEIGHT x! x 4HEIGHT X Q. (91.78' -t3-314"MAX.O.C. MAX.) 13�3t,l*MAX. C. SASH EQUALLY EQUALLY I L--------- ORB PER EE SPACED SPACED VISIBLE SPACED S 13-3W MAX.O.C. EQUALLY ANCH ANCHORS AN ORS SHEETS TABLES6v TABLES 6&7 HEIGHT T BLES 6&7 Al A 8&9 MAX. '-.6-1/2'MAX. 1 1 1 N_L=� - S B 1-.JNO ANCHORS AT SILL _j NO ANCHORS AT 8 SASH Vi SEE SILL WEEP- D SEE SILL WEEP- SHEET3 LIGHT WIDTH NOTCHDETAIP-, NOTCH DETAILS. NOTCH DETAILS, MAX.BUCK WIDTH WEEP- EE SILL WEE _jNO ANCHORS AT SILL EF SILL B 1, OTC.C 64 6-112' �ETAILS, 54'MAX.BUCK WIDTH ET SHEET SHEET ELEVATION FOR TYP.EQUAL LEG FRAME EL TION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN Wt CONFIal I [ON FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 6&7 GENERAL NOTES:SERIES 6400 NON-IMPACT RESISTA SINGLE HUNG WINDOW (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REDD OF THE FLORIDA BUILDING DING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS GENERAL NOTES.........................1 DEPICTED AS 2X ARE 1-112*THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SMALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ELEVATIONS.......... _.............I AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). FRAME,GLASS&ANCHOR 5)ANCHOR EMBEOMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS OPTIONS.........._.................2 SHOULD HE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,FLANGE& 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. EQUAL LEGIBOX__.___,3 7)DESIGN PRESSURES: INSTALLATION,INTEGRAL FIN A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. &J-CHANNEL......................4 B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. GLAZING DETAILS........................5 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES...................6,7 THE DESIGN OF THIS PRODUCT.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ANCHOR QUANTITIES 8,9 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. EXTRUSION PROFILES................10 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED 8YTHEAUTHORkTY HAVING JURISDICTION. ASSEMBLY&PARTS U$T..-. 11,12 4ppravcd as comipwag wuh 10)REFERENCES:TEST REPORTS FTL-7904;ELCO U LTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP n I rn 'a al Ilale COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL..... 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. '%­ //, Revised By: Date: Ravtolon: N'3AA: NN A1lxml ah�PloftdleC u�el USER INSTRUCTIONS: \X ......... p Q..'. A \)o : .,., Rovised Br, Data: Re 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS, 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WNDOW Dwaiption; Ota Nn sr. OPENING OBTAINED IN STEP 1. GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET­SFT ARE MET. OF 1070 TECHNOLOGY DRIVE 77tte: Dal. 5)INSTALL AS PER SHEET 3 FORTHRU-FRAME INSTALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION, NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,F (941)-480-1600 FLANGE, N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION NI INTEGRAL FIN OR EQUAL LEGIBOX). SH . CERT. OF RUTH. 029296 -5400 NTSI OF 12 I'M'Dg-S' Rsw P.E.t!56705 H5400-01 TABLE 1:ALLOWABLE GLASS TYPES GlassFrame Glass Frame Frame Description(Listed from Exterior to Interior) Design Pressure Options Conngs a Installation options that maybe use Typo Table#I Sheet# a Flg B a Table 1) g A) (see Fig C) 1 3J4"I.G.:118"A Exterior Gap+112 Air Space+118"A Exterior Cap 4 B Into 2X Wood Framet8uckstdp-sheet 3,option t 2 3/4"I.G.:118"T Exterior Cap+1/2"Air Space+1/8"T Extedor Cap 4,5 6,7 Flange Equal•Uta, Square/RecL' Through the frame ....Into ConcretefCMU-sheet 3,option 2 GLAZING NOTES: (#2) 1-4 OdeVPrWew Arch-Top& of the window. 3 314"LG,:3/16"A Exterior Cap+3/e"Air Space+3/16"A Exterior Cap 4,5 8,7 &Cottage Radius-Tap through 1XBuckstrip into ConcretefCMU- on 3 'A'=ANNEALED on d 314"3.Q.:3116"T Exterior Cap+378"Air Space+3/16'T Extedor Cap 4,5 6,7 °T°=TEMPERED - Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Box 1 Equal-Ute, Square/Rect., Through the frame....Into Concrete/CMU-sheet 3,option 2 q -Leg 1-4 OdeVPrm(ew Arch-Top& of the window. TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME (#4) &Cottage Redius Top ••••• through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 MIN.OF 3 THREADS ....Into Metal-sheet 3,option 4 Chou Anchor Substrate Min,Edge Min. Through the ....Into 2X Wood FramelBuckslu sheet 4,option 5 P BEvOND THE METAL 9 P- A Distance Embedment Equal-Cita, SUBSTRATE.FOR J-Channel Square/Rect„Integral fin...... P.T.Southern Pine(SG=0.55 716 1 8° STEEL STUDS, (#1) 1-4 OdeVPro%iew Arch-Top& Into Metal•sheat 4,option 7 #10 SMS Steel,A36` 318" 0.050" MIN.Fu=45 KSI& &Cottage Radlus-Top Through the frame ....Into 2X Wood Frame/Buckstrip-sheet 4,option 6 (steel,1&8 S.S. MIN.Fy=33 KSI. of the window...... •,,,Into Metal-sheet 4,option 8 Steel Stud,A653 Gr.33` 3/8' 0.0451" 18 Ga.) or 410 S.S.) ( Through the Into 2X Wood Fmme/Buckstrip-sheet 4,option 5 A Aluminum,6063451 318" 4.050" 'uNGROUTED CMU' Equal-Lite, SquarsfRect.,Integral ....Into Mata!-sheat 4,option 7 VALUES MAY BE Integral Fin 1•4 OdellPrWow Arch To Int rai fin...... P.T.Southern Pine(SG=0.55) 7/16" 1.3/B" P& 3116"steel Ultmcon Concrete min.2.85 ksi 1" 13/8" USED FOR GROUTED (#3) &Cottage Radius Top Through the frame....Into 2X Wood FrameJBuckstdp-sheet 4,option 0 ( ) CMU APPLICATIONS. of the window...... ,,,•into Metal.sheaf 4,option 8 Ungrouted CMU,(ASTM C-90) 2-112" 1-114' P.T.Southern Pine(SG=0.55) 9/16' 1-3/8' # SMS FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES B (,steel, 18-8 S.S. Steel,A36` i3t8" 0.050" or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" U451°(18 Ga.) pq Aluminum,6063451 3/8" 0.063° t[Jl Concrete(min.2.85 ksi) /f� n 1" 13/4" �� 20 4 LEG 0 C Ungrouted CMU,(ASTM C-90) 2-112" 1-114" 1!4"sleet Creteflex Concrete min.3.35 ksi} 1° 1314° f/ / BOX OR on Concrete(min.2.85 ksi) 2-1/2° 1-3/4" f/ /,q FLANGE EQUAL. 7 114°Steal Uifracon P.T.Southern Pine(SG=0.55) 1" 1-316" EQUAL-LITE ORIEL COTTAGE 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1-3/4" D 114"steel Cretellex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES _ P,T.Southern Pine(SG=0,55) 1-318" — BUCK WIDTH BUCK MOTH +�{BUCKWiDTHI�- 14'steel Aggre-Gator Concrete(min.3.275 ksi) �211 1.318" T T •... t T -•--- - 1/4"steel A re-Gator P.T.Southern Pine SG=0.55 -3/8" 99 Grouted CMU,(ASTM C-90) 2" /// t J-CHANNEL INTEGRAL N TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH•TOP Group Anchor Substrata Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY Distance Embedment BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING approved escosaptytagwlth ffrt DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Florida a Ing a E 2-112"x.131"Common Nag P.T.Southern Pine{SG=.55) 3/8° 2-7118° THE TABLES ON SHEETS rrs. flare 2-1/2'Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 3/8" 2.7/16" `MIM I firRevNea 8y: Date: Rovtaron: NOS a � P.T.Southern Pine(SG=.55) 1/2" 1-3i6" \� p411t LYNerV,.// sttaml Dade Produc C #10 Trusseel,1 sad SMS Aluminum,6063-T5` 318" 0.050° .•' 41CrP1 C>'<<� Revived note: ITy � {steel,18S S.S. p �+ Revivlon: Steel Stud,Gr.33' 3/8' 0,0451' 18 Ga. or 410 S,S.) ( ) •MIN.OF 3 No.5!1705 >t = F Sleet,A36" 3/8" 0.054" THREADS BEYOND - = ynrrDeacrfpttort. Drawn ay: #12 SMS P.T.Southern Pins -T5* 5) 9n6" 1.3/3" THE METAL = o = GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Aluminum,6063 T5' 318 0.063" SUBSTRATE.FOR 7 /7 c t} (steel,18.8 S.S. -' STEEL STUDS, O STA �7 '. or 410 S.S.) Steel Stud,Gr.33' 3/e" 0• MIN.Fu 45 KSi& %G(�'.. r �/w 1070 TECH OLL70.GY DRIVE OUv: 9ata: Steel,A30 316' 0.050" _ ;�s ORION..- ��. SINGLE HUNG WINDOW INSTALLATION-NI 05 15 MIN.Fy-33 KSI, i p (� (941)-480-1600 Sades/Modek Scale: Sheet: Orawinp No. Rev; A.'taYN1�"Mi�pg'P.E. CERT. OF AIlTH. X29298 SH-5400 NTS 2 OF 12 MD-SH5400-01 Ip�'Ekk' INSTALLATIO.N DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES] INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. SUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE DISTANCE FIN INTO 2X WOOD FRAMEOR IW MAX$HIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 1/4'?,IAX SHIM SHEET. J-CHANNEL TYP.ANCHOR TYPE, (SCREW SHOWN) SASH VISIBLE EMBEDM iT 17 ER SUBSTRATE, FRAME DISTANCE P ENTANDEDGE LIGH VADTH SHOWN SEE TABLE 2,SHEET 2.\, 44 BALANCE EMBEDMENT TYPE VARIES LI/4"MAXSHIM 42 WITH SASH EDGE WEIGHT TYP.ANCHOR TYPE, DISTANCE 54 30 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3.SHEET 2. (NAIL SHOWN) EXTERIOR TYP.ANCHOR TYPE, 87 INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE ID 3 FIN DISTANCE PER SUBSTRATE, FIXED g20 OPT.SASH TOP J-CHANNE LIGHTVADTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL SHOWN (NAIL SHOWN) LIGHT I FRAME HEIGHT _j FOR ALL WINDOWS NOTES: SHOWN 408 1 ANCHOR @ 3.55- SUCK WIDTH 49 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FORWINDOWS ANCHORS LISTED ON TABLES 2&3 r73)-/ 919IR 36'MDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAX. DADE APPROVED MULLION,FSC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3.SHEET 2. 45 46 47 SCREWS @16-3V INSTALLATION OPTION SHOWN MAY FROM END. BE USED ON ANY SIDE OF THE BUCK 8� EoR mNoows WITH WINDOW. 50 16 BOTTOM LOCKS 10 OR�12 STEEL 114'MAX HEIGHT ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM $CREWS @ 8-3la- USED INTO WOOD AS PER TABLE 2. Sms(GS),SEE 85 FROM END, SHEET 2,ALL WOOD BUCKS LESS TABLES 2&3, SASH THAN 1-112'THICK ARE TO BE SHEET2. ENTERIOR VISIBLE CONSIDERED 1X INSTALLATIONS. LIGHT IX WOOD BUCKS ARE OPTIONAL IF 1�3 UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-1/2'THICK OPT. 86 If __@ OR BOTTOM OR GREATER.1X AND 2X BUCKS 65 LOCK(SHEET 3). kWHEN USED)SHALL BE DESIGNED (2)1- 81 30 63 TESTED UNIT INTERIOR LOCATION:6-518" TO PROPERLY TRANSFER LOADS FiN ANDIOR AR ]�D WEEP FROM SASH END. TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT An RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NOANCHORS OR ARCHITECT OF RECORD. FRAMESHOWN REQUIRED IN FRAME Uri 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION OPENING)IS MEASURE OPTION 8 THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 4 1 1/4*MAX DFROM - 4pproved as compbkSwIth j&, FNTEGRAL FIN BEADING TO BEADING. ANCHOREDTHROUGH ANCHORED THROUGMFRAME INTO mtrlda V-11 RAME SHOWN SHIM INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) Date u NOAH Revised By Dto: R-1.1m M ml ade?mdpn .27"X 1.25'WEEPHOLE I - I ,'I, Ma-p NEW& L NN 411 y ode�hwodpc D" 9 V -OVER@2.87- VIC ........ ze -- ':� — ox- FROM EACH END. i __ f - 1?4 VISIBLE LIGHT FORMULAS Br. We. Ravislaft. TY <= f P.ANCHOR TYPE, ., *"' lqo,58705 EMBEDMENT AND EDGE EDGE DISTANCE MOTH : : RATE @SASH:BUCK WIDTH.6-1/2' jnT — Dac6ptlory Dmwn W- SEE TABLE 3.SHEET 2. 1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-&8� T-13 RAMES J ROSOWSKI (SCREW SHOWN) J-CHANNEL&INTEGRAL FIN F INSTALLATION OPTION 5 1070 TECHNOLOGY DRIVE 1"Iffm Date: VERTICAL SECTION D-D BUCK HEIGHT/2-3-151161 A. ­'I N.VENCE,FL 34276 ANCHORED THROUGH INTEGRAL FIN (941)-480-1600 SINGLE HUNG WINDOW INSTALLATION-NI 05/16/16 INTO ZX WOOD FRAME OR BUCK- /0 almodol; Scale.- sh"t, wing NO. Ray. STRIP.SEE NOTE 2.THIS SHEET. Ate mi R.P�E. CERT. OF AUTH. 129296 SH-5400 NTS 4 OF 12 j MD-SH6400-01 It 7_ 314'NOM. �-- --�{ 314'NOM. 314"NOM. I~ —�{ 314"NOM. 1/8"A G SS 1 'T GLASS I 3/16"A GLASS 3116"T GLASS 112"A SPACE /2"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/"A GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, SU ERSPACER SUPERSPACER SUPERSPACER--• SUPERSPACER OR CARDII AL SPACER OR ARDINAL SPACER OR ARDINAL SPACER OR CARDINAL SPACER ASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 tl2"N GLASS 76 0R(77 OR 78 BITE TYP. 73 74 31 EXTERIOR 76 a 38 30 approve)ar eo,oplyi¢y with tW Fluid. o ing s t ��t111111ff1/ Uale ro Revised By: Dete; Ravfelan: NO mpIU de Product • a. e P�� '��OENSF `•Q / Revleed By: Date: Rariefon: 1h. TYP. GLAZING DETAIL ''' :' ND.58705 D—riPNon: Drawn DY: S itf GLAZING DETAILS J ROSOWSKI ' O Date: GLAZING NOTES: �SC/UN^,P�j ` 10NOV NICE,OLOGY DRE FL 34275 1711e;SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 "A'=ANNEALED �/ lv (941)-480-1600 "T"=TEMPERED f11111111� SeAea/Model: Srnle: Sheet: Draw(ng No. Rev: A.LYNNMILLER.P.E. CERT. OF AUTH. #29296 SH-5400 No 5 OF 12 MD-SH5400-01 P.E.0 66706 Durrype. 1.4 t�dsa.n p6el8n Pressure(IbaM71 R01 p'ewl UON5074.404 Boon)) WIndOH Sud[Yndth llnl xe 24 1 32 36 1 40 ae s7.us 236 EOW141e 11.394 +50.0 1 -150.0 +5DD .1we 4690 .t000 'me -100.0 060.0 -i00A +60.0 59.0 +m.o 42.0 - 51r dCOluOe 11617.16.670 .We •150.0 +me •loeo +00.0 •100.0 '00.0 -100,0 +60.0 •1000 +50.0 47.0 +60.0 -900 x8 Ega741a f1be3•Hd16 +50.0 -14DO +W.D 400,0 +60.0 11.10 '50.0 -1004 tWe -SWA M v -100A .WO 47.1 61Wtdxld Praeaw 11.377.11Am +50.0 •100.0 *no •150.0 460.0 -100.0 '50.0 •100.0 +500 800.9 ✓.A.O -1000 +50.0 51.0 74(00171 23.617.25,286 :50.0 •1W.O +0010 -100.0 #0014 -700.4 +50.0 -100.0 -Me -100.4 +5,0.0 AaA 760.0 -77.9 eletmtd4.W(W 20ADe.21.16 +me -twe .50.0 .100.0 100.0 -100.o .50.0 -1000 40,0 .100.0 460,0 -BBA +50.0 .76.1 0 ]7.376 Eyg14Be 11.617.20.057 100.0 •700.0 -WA •100.0 750.0 -100.0 +50.0 -100, +60,0 -150 150 ABA 4WA .78.0 Ste,afvd Pratew 11671-77.618 'me -loeo mo -Me +501 -t000 750 -lool '60.0 •1 W.0 450,0 -84,2 4W.0 -76.2 ShMa11 11.377.1/.678 400.0 •100.0 400.0 -100.0 +50 .100.0 760.0 -100.0 «00.0 -000,0 400.0 4J.0 'no -716 p TaDnt 771641.31.911 +50.0 -100.0 +WA -tWa +W, •lW0 1n 474 -50 me We -78.0 +5e -Ti0 Cwlom 41x4 10.817-27'm +55D -150.0 Qm.O •100.6 450.0 -100.0 -450.0 4001 '00,0 -loo0 no 424 +N.o .13.9 U HEADER Slandud CMWOa 2J.617.23.618 450.0 -100.0 .me -100.0 4DeD 46" 450.0 •100.0 +60.0 •1010 '00.0 •70.0 -50.0 .•700 44 E 29617.21618 + e dme +see -took +50,0 .tm-e aWe 4000 +me 7565 +N,O .78.3 ;60.0 •703 310110450 Prwbv 17.617.20.616 +50,0 •100.0 +50.0 -joee .We •100.0 450.0 •100.0 +600 -iWA 7W.tl -781 +5010 •70.1 C.-Sue 14.617-17.618 ;5,0 •1002 440.6 -0010 -WA •jW9 .'DOA -100, •#%o .100.0 *500 -70,6 ;5-0 -11,2 SMdaa4 11.]77.11.618 400.0 -100.0. 400.0 .100,0 .WA 40DA '50.0 •100.0 +50 -NA .50A -78.8 +600 •71.8 T.Ib.1 31.603.35.019 .5.0 •1 WA ♦00.0 •100.0 +600 198 160.0 4194 We 49.] +500 .70 +We 39. 3ti/dVe C6lWpe 28.617-Jt.662 400.0 -100.0 150.6 -100.0 +60.0 •1000 11-0.0. -joeo 7!504 -1161 +50.0 •73.8 +509 458 Ep4alitte 20.617.2eA16 +500 .1WA +50,0 .100.0 '4WA .IW.o -150.0 +60.0 432 45DO .71.6 +NO 4].9 MEETING RAIL 44 etawtdP(atrn .50.0 .100. tno -7080 +We 4WO -10ce ;We 417, +50.0 -741 160,0 411 23 12517.17.818 ,50.0 -100A +We •100.0 -We .1000 -90.7 +We 12.0 -604 -TBA 450.0 A8.1 � 26 0 C1u1a,e Sue 12.811.11.610 400.0 •100.6 150.0 •100.0 460.0 .100.0 150.6 18,7 We 17.6 460.0 -73.6 .60.0 46.9 S7uWai ir.3Tr-12.810 +60.0 .1009 +890 400.0 +50 •see -W.0 -We +WO 35.7 450.0 -722 +mo ar3 0 TilWet 33208.37,636 -500 •100.0 -WA -95,1 -50.0 14.3 +601 12.2 .601 17.9 4WD •771 +WA 46,e O O 829N3rOC9t49e 26517-33.207 .m-O -100.4 7000 -0610 +SOA -100.0 1000 -100.0 -boo -918 +000 •11.1 100.0 4}a a 'd Eq W14. 2J.6 7.28.61{1 +00.0 •150.0 +60.0 -100,0 400.0 1000 .50.0 -10010 -460.0 -04 6 400.0 428 460.6 56.1 � 212 3 Cmta6 1x0. 1051•2J.dte am.0 -150.6 -00.4 -100. 450 •100.0 .WO -1 00.0 We •918 ,0010 •r28 760.0 4611 49816 Stam. 17517.20.618 -50.0 -000.0 +we -me .Wo .100.0 +500 .1me +WO -We '5010 43.7 .000 ids Cmtab Sue 14.617=17.6110 4NA •100.0 x500 •100.0 4000 400.0 450 49.0 460.0 "A +50.0 .76.1 .501 47.1 EXTERIOR BASH caveat sue 12.417.u5tB .WA -100.4 +mo .wok 400.4 .917 +5a Sxa 4000 Asa 400.0 422 750.6 4as E HEIGHT SWOS! 11.377.12.618 .50.0 .100.0 +We 59.8 +W.o 48.7 +DDO 17.0 460,0 41.0 +50,0 495 450.0 31.1 T-0 36.817-41.614 *WO •DDQ +50.0 420 4600 41.2 t60A 48.8 450.0 47.1 +50.0 48.7 400.0 48,2 54amatd CAlu9e Jr.617.30.6re 450a -iWA +booR,3 450.0 463 +WA 16.6 450.6 481 '60.0 -88.1 iWo 488 JAMB a E01nF01e 26.617•Jf.614 400.0 •100.0 400.0 '00.0 .100.0 +50.0 10.7 100.0 43,7 .60.0 +33,7 450.4 4619 Sta,M1NPlO•Wa W..617.26.dt8 .50.0 -lobo +We We 47.8 +W.O 48.0 -00.0 410 +50.0 454 tN0 47.8 23 02 cimw'sue 20817-x3.60 ;50.0 4WD 4580 .00.0 •77.0 .60.0 -746 '00.0 4].8 4000 64A 4WD 481 Cvsbm Sua 17811-20618 +mA 47.3 1WA -60.0 407 +50 48.8 150 .612 +5.0 405 400.6 46.8 SILL Cwlem Sue Ii.bIT•17.5% +604 4Me 150.0 +501 31.9 450480 .50.0 47{1 me d5.e .md 311. CSua1].017-11.610 450.0 48.1 4600 .601 49.0 4We 28.0 -WO -61.9 +50 82A .601 41.6 Shaeet "a84.13ne '6040 •83.7 1-5.0.0 -�77A .5 +60.0 .51.0 4000 40.9 +50.0 •51.6 +W.O me +$A 390 LIWI 39.617-41.614 +60.0 -000.0 28 160.0 .71.2 -00.0 48.6 -50.0 41.1 '00,0 40.6 .450.0 4].0 CatamStxb 38617-31418 -6014 400.0 0..7 .601 47.8 4500 -76.0 .600 .74.1 'WA 497 700.0 43.1 Eq.". MAIT.W.618 +NA •100.0 We .0 ;no 4oe 'Me •76,6 400.0 •773 +600 fnb 450.0 52A 76 Calan Bue 32.517.35418 +60.0 .100.0 .3 46.0 -74.0 'm.0. -71.4 +WO -70.2 ,0010 402 +600 42A 034176917/Pra6er7 50.817-}2.818 +501 .94.8 7.5 400.0 463 +WA 433 +009 4114 450.0 48.1 400.4 43.0 WW.n Gua 26317.29618 +501 472 1.0 +50.0 40.0 +60.0 46.0 460.0 .641 +5-0 47.6 4WA 31.6 SECTION DETAIL FOR WINDOWS WITH 3741417 25,5/8-ffi878 450.4 46.0 4 4409 441 .W.O 56.0 +000 430 4WA 41.4 .60.0 30.e EquA40 18517.41.644 4000 •94.s A 160.0 Sea .000 31.3 4600 416 460.0 SBA 750 40.6 LEVEL R4 REINFORCEMENT&GLASS TYPES 1-4 04 Cmlom Sue 77.617-38.518 .me 47.2 1.0 .m.0. 40.0 .50.4 48.9 7'6 0 -54.9 +50.4 44.6 +60.0 481 (REINFORCEMENT$SHOWN IN FIGURES stm prate. 33ste-35.61e -60,0 43.7 100.0 4r.s 100.4 aza .N.o 43.9 760 4t6 1600 200 -694 3410 ABOVE APPLY TO ALL FRAME TYPES& 81.74 TWW.1 41.894 +W.a -50.7 ;N.O 471 +50.0 47.0 460.0 31.9 ;60.0 41D 4WD 40.0 +601 4010 CONFIGURATIONS) SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. 4pproved as comply141g Wldi sit, Florida p ding Code pale ReWead BJv D4ta: NOA#•. Revteron: M WI daFrodeHCD 7 Rev7aed By., 0974: Revision: NOTES: 7T' No.88705 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME - ..r7....-r ® 0e9A7fpiion: 71{0417 BY: OR INTEGRAL FIN. .; :,� rls � DESIGN PRESSURE TABLE J ROSOWSKI rct. 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. (�` S"FATE OF 1070 TECHNOLOGY DRIVE 71tf-: Date: �c '•.FtoR1oP.•''e}; N.VENICE, FL 4427+ SINGLE HUNG WINDOW INSTALLATION-N( 05115115 HEIOR SIZES NOT SHOWN,ROUND UP GHT DIMENSION SHOWN ON THE TABLE HE NEXT AVAILABLE WIDTH OR ���SAt 1C,C��.` (041)-480-1600 H�f es_ Scale. y-h�L. grnw g No• Re r4 A.LYNN MILLER,P.E. REA 5870+ CERT. of Aunt. y28286 SH-5400 NTS 6 OF 12 MD-SH5400-01 c- TABLE 5: GI.wTy". 80.11051 Sol, Saeh ressure OCe�) 3-1 0.001611, NgyB WIN.".I II- R.89e Wl0d0 Burk WldOl fl2 M) m 24 37 36 40 M 57.125 23.6 1 Eq.1- 11.391 .51.0 -13g.o 1650 •IMM 4M.0 I 44.0 .0A -129.0 .29.0 -120.0 Sta0 ld CDU14.517.10..570 •BSO •130.0 065.0 -IND .65.0 -130.0 .65.0 •130.0 465.0. •130.0 .65.0 -127.0 In •11.0 28 Eguallea 11.563-N.678 Im.O •130.0 .WA -IND .51.0 -130.0 .M.a -130.0 .510 -160.0 40.0 •730.0 .51.0 -130.0 Stand7ld P,vAow 71.]77.11.582 456.0 •130.0 165.0 -1300 .M.O -IWO 451.0 -130.0 .65.0 -13o.0 465.0 -130.0 151.0 -123.0 TN t 23.511-25260 .no .130.0 .510 -IWO 1WD •130.0 .650 -I30A .65.0 -1510 no •122.0 .650 -113.0. o Slen{ud 001110 10.850-21515 IM.O •IND .85.0 -Ima 4mo -IWO .510 •IWD .51.0 •130.0 •65.0 •124.6 .65.0 -712.3 37.376 EqW. . 17,617-20.051 .611.0 -130.0 151.. -130.0 .51.0 -1]0.0 .63.0 •130.0 .650 •130.0 IWO -121.2 IWO ­ 14.15W 1097 51we9N Pmda7 11.61]•+7.616 465,0 -,30.D 151A •130.0 4WD -Ixo .no -1300 Imo •1]00 .51.0 •7222 .51.0 -1102 6MM1m1 11.371-11.616 .0.0 -130.0 .6a0 -13DA .65.0 -130.0 .56.0 •IWO 485.0 1 -121.5 .65.0 -11e.0 451.0 •101.0 1`~ 27.66].37.911 •61.0 •130.0 4WR •1007510 -IWO .m. •127.0 .0.0 1 -176.5 •610 69.o .0.0 43.0 Cwrom Biro 26.517•v.m2 10.0 .130.0 .WD .130.0 4510 AND .nO •IWA SMA •130.0 .05.0 -1103 .51.0 •151.1 Q HEADER 61Y dCo11ags 29E71.1e.Ofe .65.0 •121.0 151.5 •130.0 Im.O -130.0 .Bio .130.0 •mo •130.0 .56.0 •t ID.e •0.0 41l.x 11 EgwfAe .5.0.17.2].616 .mA -130.5 r65A •730.0 .51.0 •730.0 .51.0 -130.0 .65.0 -130.5 Im.O -108.8 465.0 -0BA SIvWN RaMx 11.611-10.618 .M.O •1]0.0 129.0 -130.0 .m.0. •130.0 .65.0 -130.0 429.0 -1300 .BSO -108.9 .65.0 -0SB 0110518170 11.617-17.610 .51.0 •130.0 •69.0 -130A .WD •130.5 .51.0 -130.0 .51.0 -t 30.0 .510 •111.3 151.0 A9,T 9horteel if A71-11616 .51.0 •130.0 .51.0 -130.0 .51.0 -130.0 IND AND 165.0 •130.0 .51.0 •113.0 .51.0 .101.7 Tetipl ]1.683.37.911 .51.0 -730.5 .51.0 -IND .51.0 •127.2 .85.0 -125.1 10.0 -116.0 465.0 ABA 165.0 43.0 20.617-31662 .51.0 .130.0 .56.0 -130.a *no -1 •65.0 -IWO .51.0 •7013 40.0 AL1 Eq,YIAs 20.617-?a sl6 .651 -130.0 451.5 -130. .0 •1300 .51.0 •130.0 .51.0 -1300 .51.0 •1002 .65.0 M..6 a 0 MEETING RAIL 16 PfwN6 maw .519 .51.0 -130.0 .51.0 •130.0 1550 •IW.0 .51.0 -IND 465.0 -91.7 23 g6tem sae 11617-17651 165.0 -IWO .65.0 .130.0 .51.0 AND 465.5 -U0.0 �m0 -130.0 .51.0 •1516 451.5 23.3 .27 0 "t-sae 12611•N.518 451.0 -130.5 .51.0 •1300 .51.0 -130.0 .51.0 -130.0 -WA -IWO 165.0 -110.9 .65.0 -08.8 0 Sm d 11.37r-12.818 451.0 •130.0 465.5 430.0 IND -130.0 .51.0 •130.0 .51.0 44.0 .65.0 •1116 .65.0 •101.8 hlWi 33251.31.538 -130.0 .51.0 •1300 .51.0 -,150 .66.0 •115.1 IWO -111.7 465.0 49.0 .MA •93A o S1e.tla.dfM1990 18617.33207 .63.0 -130.0 .65.0 'IWo 455.0 .130.0 .M.O •1]0.0 .55D -130.0 +WD N.6 40. W.6 0 a D Eg0al2b 23617-26.518 .55.0 -IWO 465.0 •130.0 1 51.0 -130.0 .0.0 -1300 .0.0 -130.0 .510 -1148 .65.0 -01.1 23 19.820 c119m Sae 20.617-23.618 .51.0 4WA .0.0 .130.0 .51.0 -730.0 .0.0 -130.0 751.0 •130.0 .51.0 -1000 .0.0 -011 Sterd NP.o 17.617-20.516 1-1 •IND IWO -130.0 .51.0 .130.0 .55.0 -1]0.0 .0.0 -1300 4n. •103.1 157.0 A2.7 c.nlam sae 14.617-17.6111 165.0 •130.0 465.0 -IWA .51.0 •130.0. .51.0 -121.0 .510 4MO .nD -1011 Ina A3.9 EIRERIOR SASH c119m all. 12 b17-74618 429.0 -130.0 .M.O -121.0 .51.0 •1]0.0 4mA -129.5 .510 -1296 .65A -109.5 .650 .11 � E%TEIi� a HEIGHT 610d44t 11.371-12.515 1660 •130.0 IMA -13D.0 .51.0 •1212 40.0 421.5 .810 •121.7 IWO •1112 Imo .100. T.I.It W.61T- A44 M. •130.5 4650 -7158 •51.0 A9.T .65,0 45.9 .510 87.9 .51.0 42.7 .65.0 216 SIe.Oarde p 37.6,7-56616 •51.0 •IWO .BSA _.a Im.O •1736 650 -121.2 .65.0 .121.0 .0.0 29.0 .56.0 -79.3 JAMB a Eg1111e 26617.31618 .0.0 -1300. .562 -IWA .0.0 .1ma .mA •130.0 .510 -1IN .65A W.2 .65.0 -TflB fi12e3Yd PIo31w 21617-26616 fWD -170.0 IMA -IW.0 .65.0 Ana IMA •12'1.1 .85.0 -1202 .65a -916 .510 21.0 23 62 cwto51Sae 20.517-23.616 465.0 -IMA .0A 423.7 465.0 -1079 429.5 .1044 408.0 .10.1 465.0 Al. 1650 224 Cwbm9 a 17.517-20.578 .65.0 -13oA .0A 'Ilia .56,0 -BBI 'Wo 22.1 .0.0 248 1MID 290 165.5 441 SILL O 611951 Bae 71817-17.510 .51.0 •125,1 .65.0 -102.2 451.0 •51.1 429.0 22.4 151.0 .79.0 Imo 052 .65.0 -78.2 Cwia081d 17A17-14.618 .65.0 420.8 465.0 -96.0 151.0 228 .51.0 •7..3 .51.0 -705 .65A •73A 40.0 -754 6101001 11.881-13016 429.0. •117.1 ♦51.0 -918 .51.0 •18.8 .51.0 -76. .mo -72.6 .510 •70.0 .M.0. •70.0 Tlbet ]9.011.11.811 .51.0 -1]00 .510 -115.6 •51.0 A9.1 .51.0 ASB Ina 43.9 .0.0 21.8 .65.0 •74.2 Cw1ga61ro ]8.617-39.618 .51.0 -130.0 .00 -124.2 IMA •IMA 455.0 -100.0 40.0 -103.7 IWO 21.9 10.0 -743 - EpalyY 356[7-WDI5 •29.0 -IWO .510 -128.5 .65.0 -113.1 .56.0 •103.9 165.0 -Ima .0.0 24.0 .510 -73.4 0 16 c.Y ... 32617-MIO .65.0 •130.0 .650 •119.5 165a -103.0 .51.0 479.9 .55.0 -986 466.0 212 456.0 •73.8 SIYtlwS Pr. 29611.32616 465.0 4300 IMA •108.5 40.0 .92a .no 26.1 no 26.3 .W.0 25.2 .510 .74.3 cu;u.sao 18617.29.618 465.0 -171,1 IMA A9A 465.0 419 129.0 4 .51.0 -76.9 4WD -74.8 .650 •74.9 aw"I 26.618-26516 IWO .65.0 -0s.e 465.0 21.1 IWO .77.1 4WA .74.2 451.0 -11.9 .nD •11.9 SECTION DETAIL FOR WINDOWS WITH EQWH 35.517-41.644 165.0. -130.0 .65.5 •751.0 .51.0 42.0 451.0. 28.7 456.0. 269 .65.0 41.8 .m.o -70.8 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 w cwYmsae 15.677.38.616 465.0 -12x.1 429.0 -990 .mo :2A 451.5 4497 •65.0 •70.9 451.0 -749 1" a1., REINFORCEMENTS SHOWN IN FIGURES 61.290.6 Pm3aw 33Si8-35.616 463.0 •117.1 .m.0. -BIA __;_65_0 •790 .mo 1 .151 465.0 -72.5 IWO aok •51.0 •70.0 9770 T91kal 41.644 465.0. -117.1 429.0. -019 .51.0. .706 165.0 .75.4 10.0 •n a .51 0 •70.0 .ma -Too ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) Approved 93 colap)ylve with t57. F7DH41a n din0 fade Date (p 1 1111 1111 u�: ?A LYNN 4y//�'� Revised try: Date. Relielon: I¢�pw"" ;ciU �"��.•''�1GCNSF' F�3 i AY ReSdsed By: Date: ReN51on: I4o.56705 c NOTES: = Deecrfptlon: Drawn By: 1)USETHISTABLE FORALLWINDOWS INSTALLED THROUGH THE FRAME DESIGN PRESSURE TABLE JROSOWSKI OR INTEGRAL FIN. QUI•. ST fr:OF .•,�/1� 1070 TECHNOLOGY DRIVE RDs: Gate: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ��`C'•.rI ORIUP,.•'(.�;. N.VENICE, FL 34275 `SSINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'i, � .� 3)FOR SIZES NOT SHOWN,ROUND UP 70 THE NEXT AVAILABLE WIDTH OR 1,/U��AI- (941)-480-1600 31• SelfeS/Model• Scale: Sheat: Drowlnq No. Rer. HEIGHT DIMENSION SHOWN ON THETABLE. 'Al LYNNIMILLER,P.E. SH-540O NTS 7 OF 12 MD-SH5400-01 P.E.068705 CERT. 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FIN FRAME EQUAL LEG FRAME 1.1w HEADIJAMB ol HEADMAMB HEADIJAMB HEADIJAMB LIGHT SASH -F T- I SREINFORCEMENT 3,403" 3.483" 070- 1,182' .062" .062" .062* 3.48F 070" u* 1 —4— 0111 "1.036, 1 b41'= 2A44' 1444' jo� j 1 -1 1.331- I---L J-- .13W 2A44 -114 3rJ� Flfl� ��� 2.444' d 1.340' F-- f 26 STANDARD HD MEETING R043L MEETING RAIL @ REINFORCEMENT REINFORCEMENT Sl'NLFRl CHANNEL FLIANGE RAMS EQUALLEG S25" L FRAME SILL F G)FRAME SILL SILL G)FRAME BILL 1.641' 1.63U' 1.3 6' -�2,100' 2.176' L472* 1,565* X65" .375' �r —11 1 .974* 34r .590" Io o y .035' -��1.231' 1.000' -f 070" FIXED SASF .060 .070 tsT 16 SASH RAIL BALANC 18 1 STOP 17 LIFT RAIL LIFT RAIL EVELED BEVELED 14MEETINGCOVER SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER E 4PPmvcd a3 waplyl.g,10,M. Fluid a Idl��W Date Revised Dote: RovbIon: olduct co'l, 864' .316" NOAH tAY LYNAi c"A .300- .301" 0 \'jCEN R-tad By. nevIolm; 764' NO.5870,s .035' -4; L�qscdptrom Drown 8y: - CC IG BEAD EXTRUDED ROLLED SCREEN FRAME SCREEN FRAME WINDOW EXTRUSIONS J ROSOWSKI • STAI F 0- 1070 TECHNOLOGY DRIVE ITtle: Dotw N.VENICE, FL 34275SINGL E HUNG WINDOW INSTALLATION-NI 05/15/15 (941)-480-1600 SwlalMod.). OrowUg 7oRev. 'Ai4y. 1 E0'5'P.S. CERT• OF AM, #29295 SH-5400 12 MD-SH5400-01 87 TABLE B: TABLE 8,CONT.: BIII of Material BIII of Materiel,cont, # Part# Description Material # Part# Description Material 620 01 Single Hung rame Head&Jam - —Channel C _46- 720197 Auto LockMechanism C Steel 2 620102 18ingle Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc 4 620104 Single Hung Frame Head&Jambe-Equal LeglBox PVC 48 7BX116OPTX#6 x 1"Ph.FH SDS(Auto and Sweep Lock Screw) Ss 5 620105 SH/0H Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame SIII-Flange PVC 60 78X34PPA #8 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SH/DH Frame SIII-Equal Leg/Box PVC 62 420182 UR Pull Reil Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 63 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS 16 620129 Sash Rail(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 65 420184 Tilt Latch Retainer PVC 18 620133 Sash StoplScrew Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 At 67 420186 Plastic Tilt Latch Finger Pull PVC 20 620144 Pull Rai)Interlock Cover PVC 68 720192 Metal Tiff Latch Finger Pull Cost Znc 21 620157 Beveled Interlock 6005 T5 At 69 420180 Pivot Bar Corner Key PVC 22 620145 Beveled Interlock Corer PVC 80 720206 Pivot Bar SS 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Ceal Znc 25 620152 HO Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Coat Znc 26 620153 Standard Meeting Rall Reinforcement 6005 T5 AI 65 77834FPT #B x 3/4"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 66 420188 Bottom Latch Strike Plate Cast Zinc 30 61644 Weatherstrip,.187"x.27W Fin Plle 87 776588 #8 x 6I8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstdp,.190"x.300"Foam Bulb Flex PVC 73 720136 I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220'PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone 33 61825 Weatherstrip Plug,.220"Finseal 76 71646N Setting Block(7/6'x 1"x 1/8"),65+/-5 duro. EPDM 35 78X1 MM #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 76 Quanex SuperSpecer nXT with Hot Melt Butyl Composite 38 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 77 Quenex Durassal Spacer Composite 37 71669SP Meeling Rail Screw Support Plate 6063 T6 Al 76 Cardinal XL Edge Spec or Composite 38 720210 Weep Hole Cover PVC 80 61012 Extruded Screen Frame Alum 40 720X1000( Constant Force Balance 81 61011 Roll-Formed Screen Frame Alum 41 #8 x 314 Ph.FH SMS(Con.Force Balance Screw) SS 82 7CKGLB21 Screen Corner Key for Extruded Frame PVC 42 Spiral Balance 83 47042 Screen Comer Key with Pull Ring PVC 43 720205 Spiral Balance Shoe Nylon 84 47041 Screen Corner Key without Pull Ring PVC 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 86 1 7CASPM Tension Spring SS 86 61816C4B Screen Cloth Fiberglass 87 61636/81614.140"Screen Spline Machine/Hand Rolled) Vinyl approved es cowplyfu9 w( Ip Florid B Idlap,C�dC : Date JIUJ I l t 11 NOA# Revised By: Date: Revteton: Mtuml Dade Product Contrdr Ll'I. rr� Revgea By: Dote: Revtsrsn: _ NO,58705 ••ll' Description: Droen eY: BILL OF MATERIAL(BOM) J ROSOWSKI ����'.• STAT-O{ �'••/f� Dote: D+ ,Cr/: 1070 TECHNOLOGY DRIVE TiBe: d ... �� : N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 NOTES: ��ir5�nN 1L �C�� (941)-480-1600 Serfes/Model: Seale: Sheet: DraV No. Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A LYtS ' ILLR MD-S H5400-01 P.E. 2)ITEMS#9-13.15,24,28.29.34,39,61,62,68-72&79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.E.#68705 CERT. OF AUTH. X29296 SH-5400 NTS 11 OF 12 OPT.SWEEP LOCK 6 4 qgOPT.AUTO LOCK 20 57 OR 58 48 85 OR 62 55 OPT.PULL RAIL I 22 19 INTERLOCK& I I COVER 56 87 86 bu OPT. BEVELED MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR &COVER L RAIL FRAME WELDS 49 18 54 73 X4 16 —73)X4 53 2 80 OR 61 14 44 --SCREEN x- OPT.PULL HANDLE ASSEMBLY N 64 WITH----- 60 LATCH DETAILS '] TFORCE 65 CONSTAN 82 OR 83 41 BALANCE OR OPT.PULL - gOR@ 42 43 SPIRAL BALANCE HANDLE 63� 7 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR FRAME WELDS ASSEMBLY - 66 ------- DETAILS ...... i�>36 EXTERIOR 53 59 -- ----_------------------------------ 5 TO-SALANCE53 1 fuled.EloOOd M6 t- -------- --------------- M NOA(l Revised W. Date: Revision: MIA-1 flade Producl Cow FRAME I.yh,/v" 'w" 4�e .......... ASSEMBLY �_JCEN . '24, Revised W. 00 DETAILS to: Revision: I\0-66705 D—ripflan: Dm-By: EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR NOTES: • 1070 TECHNOLOGY DRIVE Title: Dole: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION NI 05/15/15 — _ --- 2)J-CHANNEL FRAME SHOWN.PARTS#1&5.OTHER FRAME TYPES APPLY. (941)-480-1600 Sefies/Wodel.- F&.W Sheet: Drawing No. Rev. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A. P.E. SH-6400 NTS 12 OF 12 MID-SH5400-01 4)USE EITHER SASH TOP LOOKS OR SASH BOTTOM LOCKS. P.E. CERT. OF AUTH. #29296