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HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Page 1 of 3 Pf j z[ �` ,yam �13 yN b y 4 a t o �i BCIS Home Log In Sc User Registration j Hot Topics i Submit Surcharge i Stats&Facts ! Publications ? FBC Staff ? BCIS Site Map Links Search r('' f?on'da 'i Wj Product Approval '.USER:Public User ?rrduct Annrrvai Menu>Product or Application Search>Application Fed ail FL# L239 -3 .�:,� Application Type Code Version Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments a Archived -'� t i l �+L �,p--s t Product Manufacturer PGT Industries OCT 9 6Ot Address/Phone/Email 1070Techno f IV o enice,FL 34275 PER.VII?-I'iMG (941)486-0100 Ext 22318 druark@pgtindustries.com St. Lucie County, FL Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 irosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 http://www.floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDquS l Bu8CAE... 10/25/2016 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 1`1-239 R24__C_CAC 16=005n.S;G?;prif 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 R24 I'I 16-0505.02.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: 239.2 ISH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate � Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.12b.pcif Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure:N/A - Installation Instructions I Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 Il 15-0612.12b.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: 239.3 ISH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.OS.pd1' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 I Design Pressure:N/A Installation Instructions (I Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 Il 16-0714.05.1)df 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 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-071 4.06.pdf Approved for use outside HVHZ:Yes Qua IityAssurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 tt 16-0714.06.1)df 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 ISH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.01.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: 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for usein HVHZ:Yes ,� FL239 R24 C CAC 16-0714.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 ! Design Pressure:N/A Installation Instructions I Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.02.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: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMLpd` j 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 R24 It 15-0612.11 LMI.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 i Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CHC 15-0612.10 SMI.odf 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 R24 It 15-0612.10 SMI.ndf product performance Information,a tails,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 K ISH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: FL239 R24 C CAC 16-0714.04.pdf l Approved for use outside HVH Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 l http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquS1Bu8CAE... 10/25/2016 Florida Building Code Online Page 3 of 3 ' Design Pressure:N/A nstallasie nstrudlons Other:Please see Miami-Dade County Notice of Acceptance(NO for FL239 R24 II 16-0714.04.0f product performance Information,anchorage details,and anchor C. Verified By:Miami-Dade BCCO- size,and spacing information. Ird Party: Evaluation Reports 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 R24 C CAC 16-0714.03.pdf 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 R24 II 16-0714.03.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:.-__- 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 455.275 (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: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 10/25/2016 1 MIAMI-ME MIAMI-DADE COUNTY MO PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.mlamidade.eov/economv (N ) PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to j perform in the accepted manner,the manufacturer will incur the expense of such testing and the AIIJ 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 and has been designed to comply with the Florida Building Code,including the High Ve urricane Zone. DESCRIPTION:Ser' "5400"PVC SingleH g Window—N.I. APPROVAL DOC Drawing No.MD-SH5400-01 titled"Single I endow Installation-NI", sheets I through 12 of 12,dated 05/1 'W1 r e 16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number ex iration date by the Miami-Dade County Product Control Section. MISSILE,IMPACT RATIN.:None LABELING: Each unit sltali rmanent 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 1 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. r ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.06 and consists of this page I 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. MIAMI-DADE COUNTY - 714.04 ,, � � Expiration Date: July 30,2 nroval Date: August 18,2016 4 Iv age I l PGT Industries.Inc. G NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under prepious NOA No.15-0519.06) 2. Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI",sheets 1 j through 12 of 12, dated 05/15/15, with revision A dated 05105116, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS i 1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4SG TPS ! spacer system,Duraseal®spacer system,Super Spacer''NXTTM spacer system and XL j EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idahnis Ortega,P.E. 2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 j 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition(1014),dated 05115115,prepared by manufacturer,signed and sealed by j Anthony Lynn Miller,P.E. i (Submitted under previous NOA No.15-0519.06) 1 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE i 1. Miami-Dade Department of Regulatory and Economic Resources(RER). s Manuel Per ,P.E. L1> Product Control xa iner i NOA No.l 14.04 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4} 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. I 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. STATEMENTS 1 1. Statement letter of conformance,complying with FBC-2010 and FBC-5'h Edition (2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. ; (Submitted under previous NOA No.15-0519.06) 1 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, _ signed and sealed by"Anthony Lynn Miller,P.E. i (Submitled under previous NOA No.15-0519.06) j 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 previous NOA No.15-0519.06) 4. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Cbanda,P.E. G. OTHERS a 1. Notice of Acceptance No.15-0519.06,issued to PGT Industries for their Series 3 "5400"PVC Single Hung Window-N.I."approved on 07/30/15 and expiring on 07/30/20. ! I Manu l Per E. Product Control E am' er NOA No.16- 4.04 Expiration Date: July 30,2020 Approval Date: August I8,2016 E-2 ANCHORAGE ^ ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-118"MAX.O.C. 21-5/8 RADIUS-TOP 5 "MAX.BUCK WIDTH MAX.O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT NOT RATED FOR —� HEADER(SIM.FORALL HEADER SIM. 12"MAX.FROM LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE ( 3p^ = 12"MAX. / WINDOW TYPES) FOR ALL FRAME SEAM — 1y, WINDOW TYPES) B,SEE ___ MAX.O:C. ZHEE1 —� 52-118"MAX.BUCK WIDTH ILS 10'MAX.FROM SEE SHEETS I r— 1-114" E,'— --"r-� FRAME SEAM I 1j B.SEE _-_ -30"MAX.O.C. � 3 j FXED VISIBLE J � 12"MAX. D,SEE, -- 8&9SHEET3 1-12 MAX• t SHEET4 T I LIGHT WIDTH A,SEE F— —' I� ! e,SEE _ 30"MAX.O.C. 12"MAX. I SHEET 3 12"MAX. C.SEE'-'— • --t-. SHEET 3t _ ii — — I j FIXED SHEET4' / EQUALLY 1 1 VISIBLE � A,SEE F— / 12"MAX. I / EQUALLY I SPACED I LIGHT SHEET3 17-718"MAX.O 17-7/8"MAX.O.C. t ANCHORSPER HEIGHT II I SPACED I I / �_ TABLES 6& 7 I EQUALLY / 17-7/B"MAX.O.C. I I / ANCHORS PER j / 91.78" SPACED TABLES 6&7 1 84" / MAX. A CHORS PER 11 BUCK ABLES6&7 I 62" OI I BUCK Q —� MAX. O I I — T HEIGHT I MAX, I I HEIGHT BUCK 10"MAX.O.C. BUCK AS SHOWN X 1 1 4 10"M O.C. HEIGHT X. I 4 10°MAX.O.C. )( i /� HEIGHT X I 4 ( 78" - 11 -1 I. �f I MAX.) I L._._,�717­ ___ 1 L.—._._._ I 13-3/4"MAX.O.C. j �._._._._ •.� 1 1 13.314 MAX.O.C. EQUALLY / SASHEQUALLY 13-3/4"MAX.O.C. EQUALLY _ ! / 7' f PACED I I SPACED VISIBLE I� SPACED I L•--- — T SEE T. t ANCHORS PER I ANCHORS PER / LIGHT t A ABOER.4BRR / SHEETS TABLES 6&7 t TABLES 6&7 1 HEIGHT A A 8&9 1 A� ; 1 1 6-1/2•MAX. 8-1@"MAX. �6-V2°MAX. NO ANCHORS AT SILL �..� � NO ANCHORS ATSILL _J NO ANCHORS AT SILL J J B --_ J B r` SEE SILL WEEP- D- ---- 1-1/4° BEE SILL WEEP- 8� 52-118"MAX.'BUCK WIDTH �\I SEE SIL WEEP- SASH VISIBLE _r NOTCH DETAILS 52-1I8"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, NOTCH D AlLS, LIGHT WIDTH SHEET3 SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION HOWN WITH ORIEL/PROVIEW CONFIGURATI FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 6&7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE G WINDOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF B INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2j SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FRAME,GLASS&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEG/BOX.................3 DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL......................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES..................6,7 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. ANCHOR QUANTITIES.................8.9 7)DESIGN PRESSURES: EXTRUSION PROFILES................10 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. STANDARDS USED: ASSEMBLY&,PARTS LIST...........11,12 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM El 300. B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT R&VISBD 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2010 os aomp,l'ing with ftFkdda 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGG RE-GATOR NOA:ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEIUGHTER •AISI•S100-07/S2-2010 Building Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMI UM t§16�MMMLIAL A`ccpinnce,4a 11I )4:o4- 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ,�'`.,.(';;;NN it�,i. �, Rev/sed By: Date: Revision: Expna, Date 7 ,j..', ..:......•.r,i....' A)ADDED SPACERS By 1j USER INSTRUCTIONS: JR 05/05/16 TO SHEET II. MiBii+(.b '� LGmOad Revised By: Date: Revision: i 1)DETERMINE THE SITE SPECIFIC,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. ' 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN — t _ ® D—ripen, Drown By: PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW -, I f i;l: OPENING OBTAINED IN STEP,. - , - GENERAL NOTES&ELEVATION J ROSOWSKI 4 DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFYTHE ANCHORISUBSTRATE WILL MEET REQUIREMENTS ;i�G`'"' • � >;,''. " 1070 TECHNOLOGY DRIVE IItla: Date: FOR YOUR OPENING'S CONDITION FROMTABLES2 OR3,ANDTHATALLMIN,REQUIREMENTS FROM THIS SHEET-SET ARE MET. .'•.!'I.G ;�.,�.:;•;. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ,'i��i'i�: "' I , (941)-460-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNN ULLER,P.E. Sedea/Model: scale: Sheet: Dm ing No. Rev: INTEGRAL FIN OR EQUAL LEGIBOX). P.E.N 68705 CERT. OF AUTH. #29296 SH-5400 NTS 1 OF 12 MD-SH5400-01 A TABLE 1:ALLOWABLE GLASS TYPES Frame ss Frame Frame Descrl tion Listed from Exterior to Interior) n Pressure T Options Configs. Shapes Installation Options that may be used GI ( Table# Shee a Fig B) (see Table 1) (see Fig A) (see Fig C) 3/4"I.G.:1/8"A Exterior Ca +1/2"Air Space+1/8"A Ex Equal-Ute, Square/Rect., Into 2X Wood Frame/Buckstdp-sheet 3,option 1 2 3/4"I.G.:1/6'T Exterior Cap+1/2"Air Space+1/8"T Exterior Cap 4.5 6,7 Flange 1-4 OriellProNew Aroh-Toph-Top& Th ....into Concrete/CMU-sheet 3,option the frame 2 3 3/4"I.G.:3/16"A Exterior Cap+318"Air Space+3/16"A Exterior Cap 4.5 6,7 GLAZING NOTES: (#2) &Cottage Radius-Top of the window...... through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 "A"=ANNEALED ....Into Meta-sheet 4 3/4"I.G.:3/16"T Exterior Cap+3/8°Air Space+3116"T Exterior Cap 4,5 6.7 T"=TEMPERED ....into 2x Wood Freme/Buckstrip-sheet 3,option 1 Box/ Equal-Lite, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equai-Leg 1-4 Oriel/Proview Arch Top& of the window...... through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 (it4) &Cottage Radius-Top TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....into Metal-sheet 3,option 4 MIN.OF 3 THREADS Group Anchor Substrate Min.Edge Min. Through the ....Into 2X Wood FramelBuckstrip-sheet 4,option 5 p Distance Embedment' BEYOND THE METAL Equal-Lite, Square/Rent., SUBSTRATE.FOR J-Channel Integral fin...... ....into Metal-sheat 4,option 7 1-4 OrieUProview Arch Top 8 ,,,,into 2X Wood Frame/Buckstd sheet 4,option 6 P.T.Southam Pine SG=0.55 7 18 1 3/8" STEEL STUDS, 01) Through the frame P P #10 SMS ( ) &Cottage Radius Top 9 Steel,A36• 318" 0.050" MIN.Fu=45 KSI& of the window...... ....into Metal-sheet 4,option 8 (steel,18-8 S.S. MIN.Fy=33 KSI. or 410 S.S.) Steal Stud,A653 Gr.33• 3!8" 0.0451"(18 Ga.) Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 A "UNGROUTED CMU" Equal-Ute, Square/Rect.,integral fin...... ....Into Metal-sheet 4,option 7 Aluminum,6063-W 3/8" 0.050" Integral Fin p VALUES MAYBE 1-4 O&Cottage Arch Top 8 P.T.Southern Pine(SG=0.55) 7/16° 1-318" USED FOR GROUTED (#3) &Cottega Radius-Top Through the frame -•.•into 2x Woad FremelBuckstdp-sheet 4,option 8 3116"steel Ultracon Concrete(min.2.85 ksi) 1" 1-318" CMU APPLICATIONS. of the window...........into Metal-sheet 4,option 8 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" P.T.Southern Pine 70=0.55) 9/16" 13/8" FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES #12 SMS Steel,A36` 3/8" 0.050" B (steel,18-8 S.S. Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.)or 410 S.S.) Aluminum,6083-T5• 3/8" 0.063"1/4"steel Ultracon Concrete(min.2.65 ksi) 1" 1-314" // 407P 4 0 C Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 13/4" Box oR Q Concrete(min.2.135 ksl) 2-1/2" 13/4" FLANGjfj= EOUAL- LEG 1/4"steel Ultracon P.T.Bootham Pine(SG=0.55) 1" 13/8" EQUAL-LRE ORIEL COTTAGE 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1-314" D1/4"steel Creteflex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES P.T.Southern Pine(SG=0.55) 1" 1-3/8" — {BUCK WIDTH--+--►{BUCK WIDTH I� {BUCK WIDTHI+- 1/4"steel Aggre Gator Concrete(min.3.275 ksi) 1-112" 1-3/8" T T –– P.T.Southam Pine(SG 055 1" 1-3/8" I I i i 1/4"steel Aggre Gator Grouted CMU,(ASTM C-90) 2" 2" 0 I T 1 0 3 0 M TF J-CHANNEL INTEGRAL _ x Y Li �l� TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN L RECTANGULAR RADIUS-TOP ARCH-TOP MIn.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODULrREVISSO Group Anchor Substrate Distance Embedment• BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING oe c"rnplyias With ftFIMM Oa la DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building 16.0 4.04• E 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 318" 2-7/18" THE TABLES ON SHEETS 6-9. Axe ulloti al 2-1/2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2-7116" ; ' Revised 6Y: Data; ReHelon: Expirul(oa Date �2ti P.T.Southern Pine(SG=.55) 1l2" 1 3/8" Nh. I ndc Product Co n mt #10 Trusshead SMS Aluminum,6063-T5" 318' 0.050" Revised W. Date: RaNelon: (steel,18-8 S.S. Steel Stud,Gr.33' 318" 0.0451"(18 Ga.) F or 410 S.S.) Steel,A36• 3/8° 0.050" 'MIN.OF 3 Drawn BY: THREADS BEYOND ® Description: P.T.Southern Pine(SG=.55) 9116" 1-318" THE METAL IH f 6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #12 SMS Aluminum,6083-T5• 3/8° 0.083" SUBSTRATE.FOR 6 �'•"' (steel,18$S.S. STEELSTUDS, '` � 1070 TECHNOLOGY DRIVE Title: Date: or410S.S.) Steel Stud,Gr.33• 3/8° 0.050" MIN.Fu=45 KSI& ":'4:. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel,A36' 3/8" 0.050" MIN.Fy=33 KSI. , "•,, (941)-480-160D Sedee/Model: Scale: Sheet: Drawing No. Rev: A.L'YNNiMILLEFi;P.E CERT. OF AUTH. #29296 SH-5400 NTS 1 2 OF 12 MD-SH5400-01 A P.E.#58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION I DIRECTLY INTO CONCRETEfCMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH EDGE DISTANCE EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM FRAME OR SUCKSTRIP. MEN�— 16 1/4°MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT T— SASH VISIBLE 17 -T EDGE !25- LIGHT WIDTH Orr • DISTANCE FRAME EDGE FLANGE =9 I DISTANCE SHOWN J 44 BALANCE L114"MAX TYPE VARIES TYP.ANCHOR SHIM TYP.ANCHOR TYPE 42 WITH SASH EDGE 30 EMBEDMENT 16 TYPE, TYP.ANCHOR TYPE, EMBEDMENTAND WEIGHT 54 2 AND EDGE EMBEDMENT AND EDGE DISTANCE PER 3 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, • EDGE SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. SUBSTRATE, EXTERIOR DISTANCE SEE TABLE 2, T SHEET 2. FIXED VISIBLE FIXED 20 OPT.SASH TOP FLANGE LIGHT WIDTH VISIBLE '" LIFT RAIL FRAME 2 EQUAL LIGHT ff9!li� NOTES: SHOWN BUCK LEG/Box HEIGHT — FOR ALL WINDOWS: FRAME 48 21 1 ANCHOR@ 3.56- SHOWN 1)USE ONLY HORIZONTAL SECTION A-A CENTER. 49 FROM END AND AT SUBSTRATE-APPROPRIATE 22 FORWINDOWS ANCHOR$LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND 73 0 OVER 36'WIDE. EDGE DISTANCE LIMITS.MY DADE APPROVED MULLION,FBO COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 14 45 46 47 SCREWS BE USED ON ANY SIDE OF THE O FROM END. WINDOW. Q, FOR WINDOWS WITH 1!4°MAX. 16 2)MASONRY ANCHORS MAY BE SHIM #10 OR 412 STEEL 1!4°MAX. SUCK 50 ADD ADDITIONAL SELF RILUNG HEIGHT SCREWS @ 8-31V USED INTO WOOD AS PER TABLE 2, Sg.0 — SHIM 85 30 FROM ENO. SHEET 2.ALL WOOD BUCKS LESS Sms,(EG)S).SEE THAN 1.1/2'THICK ARE TO BE ❑ TABLE 2, 90 SASH CONSIDERED IX INSTALLATIONS.1X SHEET2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF S�S 'G TA BL SHEET LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE I-VT THICK OPT. 86 USE EITHER OR GREATER,1X AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1' 81 30 64 BOTTOM LOCK, TO PROPERLY TRANSFER LOADS TO ]FLANGE EQUAL INTERIOR TESTED UNIT THE STRUCTURE.WOOD SUCK FRAME LEGA30X WEEP LOCATION:6-51W DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT so FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 6 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION 8 (ALSO REFERRED TO AS DAYLIGHT PRODUCrREVISUO 67 OPENING)IS MEASURED FROM OPTION 4 OPTION 4 as-mplyig wilb Ilse Flor(da EOUAL-LEGIBOX /4'MAXSHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH 861dina C.de FRAME INTO METAL FRAME INTO METAL A=ptanvoNo 14^0 /4.•'d¢ SHOWN ....... ExpiratI Date W12D Revised By, DO.: R.�Won: ti By .27"X 1.26' NO ANCHORS C." WEEPHOLE70,fted ib, 0.1o. W/COVER @ REQUIRED IN VISIBLE LIGHT FORMULAS P—Won: 2.ar FROM FLANGE OR EQUAL-LEG WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH-6.1/2" - �• De...1pfron: I rlmn 8y:@ FIXED LITE:SUCK WIDTH-4.3/8" FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE 77tW Date: VERTICAL SECTION B-13 13UCK HEIGHT/2-3-1,5116" N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15115 (941)-480-1600 E. Scolo.' jSh"t.- Dm"NO. Rev:A: NNi P.E.#68706 ERT. OF A UTIt #29296 SH-5400 NTS 3 OF 12 MD-SH5400-01 A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 6 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. BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE DISTANCE FIN INTO 2X WOOD FRAME OR _j BUCK-STRIPSHEET. 16 NOTE 2,THIS EDGE DISTANCE 0 114"MAXSHIM 114"MAX SHIM J-CHANNEL TYP.ANCHOR TYPE, SASH VISIBLE EMBEDMENT AND EDGE 18 LIGHT WIDTH 17 ,tea FRAME DISTANCE PER SUBSTRATE, SHOWNLI o SEE TABLE 2,SHEET 2. 44 BALANCE (SCREW SHOWN) EMBEDMENT —El/4"MAX SHIM TYPE VARIES — 42 WITH SASH TYP.ANCHOR TYPE, EDGE WEIGHT 54 (D EMBEDMENT AND EDGE DISTANCE 3ODISTANCE PER SUBSTRATE, J_ 31 SEE TABLE 3,SHEET 2, n I Im�l I 18 (NAIL SHOWN) EXTERIOR TYP.ANCHOR TYPE, T_ 87 INTEGRAL EMBEDMENT AND EDGE OPT.SASH TOP FIXED VISIBLE 3 DISTANCE PER SUBSTRATE, VISIBLE LIFT RAIL J-CHANNEL 1 LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. LIGHT FRAME SHOWN (NAIL SHOWN) HEIGHT FOR ALL WINDOWS: NOTES: SHOWN FIXED 19 20 IG FIN I ANCHOR @ 3.55' BUCK WIDTH 48 FROM END AND AT 1)USE ONLY 49 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 8-/ ADD ADDITIONAL AND EDGE DISTANCE LIMITS,ANY 1/4"MAX RADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 45 46 SCREVVS@16-3/8' INSTALLATION OPTION SHOWN MAY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 35 FROM BE USED ON ANY SIDE OF THE BUCK FOR ws WITH WINDOW. BOTTOM LOCKS HEIGHT 16 #IOOR#12STEE 114"MAX. ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE �i�= SCREWS @ 8-3/8- USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM 85 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE THAN 1.112"THICK ARE TO BE TABLES 2&3. SASH CONSIDERED IX INSTALLATIONS. SHEET 2. ED EXTERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF D OR 4 --_�SELF-D TABLE L RI S "EE, LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER LATCH(SHOWN) SUBSTRATE,WOOD BUCKS OR BOTTOM DEPICTED AS 2X ARE 1-112"THICK LOCK(SHEET3). OR GREATER.IX AND 2X BUCKS 65 (WHEN USED)SHALL BE DESIGNED OPT, (��) # 8 (2)1" 81 (�� 30 63 TESTED UNIT INTERIOR LOCATION:6TO PROPERLY TRANSFER LOADS FIN AND/OR FROM SASH END. TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP IN-FIELD NOTCHES A7 DESIGN AND INSTALLATION IS THE 1 3 uz 80 RESPONSIBILITY OF THE ENGINEER INT41EGRALFIN \ M 'Z EACH END. NO ANCHORS OR ARCHITECT OF RECORD, FRA, E SHOWN 3 REQUIRED IN FRAME 7777/ 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODLICI'REVIS133D 1W MAX OPENING)IS MEASURED FROM _11� '15 cowlAyi.8 with am Flarms INTEGRAL FIN BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO 11.0di.8 C.& FRAME SHOWN SHIM INTEGRAL FIN INTO METAL METAL(INTEGRAL FINIFLANGE REMOVED) AlPlftlI`,66'o L4--04- _D Ravload By. C%pimlionouto =1 210 Data: ROV1.1m: .27"X IT.25"WEEPHOLE 11 W IC ICO E @ 7_ COVE . S' OVER @ 2.87 By Ca Mi—il Product n FROM NO. 4" ,.M ' . IS EACH E� VISIBLE LIGHT FORMULAS Revised By. Date: R.11.16m. EMBEDMENT AND EDGE N DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6.112" D".6ptlon. Drawn W. TYRANCHORTYPE, EDGEIA CE WIDTH SEE TABLE 3,SHEET 2. (SCREW SHOWN) EMBEDMENT @ FIXED LITE:BUCK WIDTH-4�3161 • Q. J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) W(6 1070 TECHNOLOGY DRIVE rids: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-1 EMS' N. VENICE-FL 34275 05/15/15 ANCHORED THROUGH INTEGRAL FIN (941)-480-1600 SINGLE HUNG WINDOW INSTALLATION NI Data: INTO 2X WOOD FRAME OR BUCK- • rShe_oF- TDruwJv No. STRIP.SEE NOTE 2,THIS SHEET. AAIYNN,41�. RE CERT, OF AUTH. #29296 SH-5400 NTS 1 4 OF 12 1 MD-SH5400-01 A �{ 3/4"NOM. 3/4"NOM. 3/4"NOM. 3/4"NOM. 1/ A_GLASS I 1/8"T GLAI 3/16"A GLASS 3/16"T GLASS /2"AIR SPACE 1/2"AIR SP CE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A GLASS 1/8"T G SS 3/16"A GLASS 3/16"T GLASS aEXTERIOR a E ERIOR a EXTERIOR a EXTERIOR E79— GLASS 6-79 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 112'NOM.GLASS 76-79 BITE TYP. 73 74 31 EXTERIOR 75 a raoDurr REvisED 38 30 as cmnPlying will.ICD Flo" Building Calc =r I AcuDtanco No«o•O .p� U Ezpiralial Dale' F� Revised By: Date: Revision: Revised By: We: Ravlelon: Miami odc PrrtAld' TYP.GLAZING DETAIL ?ff. Deecnption: Drawn By: GLAZING DETAILS J ROSOWSKI 6 I I-'t )' 1070 TECHNOLOGY DRIVE Title: Date: GLAZING NOTES: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 "A'=ANNEALED ••.......• (941)-480-1600 "T'=TEMPERED i„, Series/Model: Scale: Sheet: Drawing No. R.- LY,' MILiy`-R;PSE. CERT. OF AllTH. X29296 SH-5400 NTS 5 OF 12 .8'N.- A P.L.M1587b5 oleo.TVP.. oollam sash seen I-4oeaat4Banbr9h°n 1161016 Design Pmesure(1b$IW) R.mt.Level Ra,9.®wbmw R.;A WI wa.& d pnI Ri height Shown PN ffi 1 24 1 32 IfM-.-' 1 /41) dB u1z6 23.5 E4wNM 11.391 .W.O •100.0 +50.0 -100.0 +60.0 •1103 •1 00.0 r 0 -100.0 160.0 •98.0 .W.O 92.0 Sl.ntl.eO Gmtape 14.617-13.570 +W,e .700.0 400.0 .tw.o IND •10110 -WA_ -iWA +WO -1003 •50,0 .973 ♦W.0 900 2S Eaeai a ti.d11•ida18 100.0 -iW.e .W.O -Own +50.8 •1010 +Wo -iWA +WO -100.0 +WA •1W0 1500 .97.1 81adm5 Pr 11.177-11.682 000.0 •100.0 +W.O -100.0 .W.O -100.0 t50A -1 ♦WO 4W.0 +W,O -IW.D ,W.e 94,0 Wbet 2x617-2528@ +50.v -100.0 +W.O -jooD +[0.0 .1mo +50.0 .p 1330 -iWA •601 $83 •Sao 479 IIarW AMliga 20.958-2].518 .W,O •two .WA -110,0 aW.O 4000 +503 -100.0 ;no -t65,D •W.o $B.B .W,O 481 37,376 Cq .517-20.907 +640 -1ooA .WA -100.0 ♦we .100,0 +WA -IoDA +50.0 -100.0 7503 38.8 +600 -Tao 8tondra PmJaw 50. -17.StI ♦Wo •100.0 100.0 -1W,o +W.c -fo0.o t -100.9 750 :iW,O 450,0 44.2 •WA -752 SMO..t 17.377 4.519 .50.0 -IoDD .503 -tooD +WA .165.0 ,o -700,° +5 o 4DOD ♦ND .83.0 +WO -1x8 TNY6t 27,5/1.3.11 +500 4W.0 +503 •tW.O •W.o -100,0 +WO -97,0 +3x0 no +W.O -763 4mo -T10 CM-8lie m.e1r-2r .W.o •IDDA .W,o -loon +W.o -iW.o 4ND -Iwo +WO -Iwo 4509 923 +50.9 113,9 HEADER Y+f0ltlareSlG9e 2x517-2Db18 -MA -10110 •00.0 -100.0 aWD -t 700.0 -100,0 ♦WA -150-0 750.0 -Teo +5110 -753 44 EPUM1Iib mAi-"318 ♦ .0 -1m, .50.0 -1 .° +0073 .O +503 -100,0 4000 -165,0 +50,0 •78,3 +WA 40.3 SIm,0ar0 Flavine 17.67T-30.610 .W. •1W.a +WA -1W,0' +W.O -iWA .WA -tooD ♦0011 .1WA +50.0 •785 +50.0 40.1 taomm6tza 14D7T-17318 450.6 -/00.0 .6ao -700.0 -W-u -iWA 1503 -100.0 +Sao -IWA +WD .79.5 +500 41,2 Shateef 11.371-14510 -WA .0 -N.O -tooA +W 4WD +50.0 -100.0 +ND -94.1 ♦NA .76.5 ♦60,0 -713 Tdk4t 31.681-35911 +WO -I +00.4 -100,0 + A -949 •WA -893 +WO -69.3 +50,o -74D +WA $8f St.Nvd CMtopo 28.617-717562 .W.0 -t10A +W.0 -110.0 WO .165.0 .503 -10OD vW0 964 +504 47,8 fW0 353 E.7414ne zo.en-mate 700.9 .1911. .W.0. -1W.o +0079 -1653 .Wo -tao-o 450.9 9x2 .50,0 4ts 700.9 411.9 7� MEETING RAIL 48 8laman7 Pm11m 1T.d1J-20.1/8 +50.0 -1903 + .p -109 +w-o -IMA WA -1010 +Wo -971 140.0 .74.9 +W.p $i.p 2z� CtOtom BRe /4.417-41010 -0WD •W. -1 ,0 +see -1WA ♦00,0 •100.0 •WA -92.0 ♦00.9 •70.3 +50.0 $011 26 0 - t}ntam8W 123tT•H.518 •00.9 .iWD 4WD A 100.0 -100.9 +WD 98.1 eW0 37,8 .WA -73.8 aW.p 9 Shav t 11377.12316 two •1653 +WO ooD ino -98.0 +50,0 $JA "510 .83,7 •503 -722 !WA $7,3 -- T.Iv.I 33.208-3T.639 .90A -100.0 4503 4 .WO -84.3 4504 $22 •WO $7.9 +600 -71,5 +WO $88 �' 0 Sla1tla00atmpa 10.517.33207 +WA -t10,o +W. _100 1000 -iWA tW,e -200,0] ♦WO 9x5 700.0 di.i •WO 111,3 o Eapalee 2].614.20.610 .W.D -110.0 ♦ .0 •100.tl ♦00.0 .100.0 +50.0 -100.0 450.0 •91.6 .WA -72.8 +50.0 36.1 I� 23 m Gaud S(3a 27.511.23.61 11003 -1WA .0 -5000 4 .iWA .W •10110 tme 948 +NA -723 :50.0 $81 Z 40.625 61xkOtl Ptatey 11517-20415 +W,O -100.0 4WD -1019 •100,0 •WO -tomo +WO 380 100.0 -73.7 'WA $0° j# cwiomsue uat7-vDts 7.979 -10oo .119.9 .100.o .9w -M.I No $9A .dao 4L9.e +50.0 115.1 700.9 $7.t EXTERIOR SASH cwmm Sue 1a.sv-14.5111 1100,9 .110. +sap -Iwo .W.A ail •No -92.d +310 w7 .WD ��� tl� HEIGHT eT9 W 11.377-12.618 450.0 •1 A +No 493 •00.0 - 7 .50.0 $7.0 4000 $ID +dao $9b +0070 $4A T.bet 381117-41D6d +WO A +wO are IWA -71. +W.O 4" •dao $7.1 Wo 418.1 rW0 3fa slendN cofteea ]1417-39.°18 +Sao 1103 .00.9 99.z ♦0079 4383 +0079 -epD .Wo $9.11 ♦WA $42 .sae 3e.s JAMB E4ue12te 36D17-31.°18 450 -1 70 003 .50.0 •100.0 •00.0 -100.0 A .98.7 7009 $6.7 .W0 4}3.7 100.0 -683 a 61ad-d Pt w- 27317-mbt6 .W. -l000 .W.o 987 fwx 970 4IBA 4610 $f.9 +503 .95.4 +W.O $78 23 62 GOI.m SIm WD17-21.610 -110.0 ♦50,0 4391 +WA -74.0 +WA •71D •WO -13.8 +60.0 9411 700.0 385 04th Bka 17417-201118 + A -973 46DA -I@,8 +00.4 $1T 4006 d5A 1009 •84.2 .009 Oak •WD 4S8 cmtamelm uav•tr319 50.0 35.8 .W.o -7x9 +Wo $19 .WA .s .Wo 37tl .004 $SA .50.0 4s2,e SILL (7 GtstOin HCa 1]377.14.618 + 0 3x1 ♦50.0 -2079 +910 -59.0 .00.9 39. ♦WA 33.9 -WO 42A 1000 $1.5 U Hhmmt 11304.13.01 .W.O $0.7 ,WA $7A ame $7o +Wc $J0.1111000 $18 .5070 303 +WA 3209 Telb6l 39.517.41. 4 •ND -1w.O I +ND $2.9 ♦00.0 -71.2 +WO has WO $7.1 •503 $UD .WA 4qo 006620Hila axbf7- 616 4WA Iwo +W.O av •WD .77.5 +503 .753 t p i +503 400.7 tW.p $3./ E4va149e 35417- 618 ♦W.0 -IWA ♦50.0 9z,p aRc $115 +50.0 •lad ♦.W •77.9 ♦00,0 .50.0 ♦W,0. $2A 78 Cmtam Sk. 32517 111516 11003 .IWA +WA 353 ♦WO •740 +50.0 -713 +50.0 -702 +50.p 4102 .50.0 324 81adn1Pn7Mv 39.5 •J23Y8 +W.O -94.6 +WA -77.5 +WA $fll +W,O 333 iw0 1A +WA $@2 400.0 3J cmlmislm m v.m.5t9 •Wo $72 .50.0 4,o 700.9 $0.o 700,9 38.9 +W0. .WA 3111 700.9 111.6 SECTION DETAIL FOR WINDOWS WITH 87°M9t Dib-28618 tWD .653 4WD $9A +WA -311 +See -ax No A4.o +WD 461.4 -WD $0.8 E9mWle e.en•44e44 11"79 •94.1 No -77,6 +00.0 W.3 .W,O $33 +W.o $1.a .WA 48A .d00 30.5 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 911 ascan srm 35.1117-375ass +ND -= +WA -71D +WA $0.o •Wo -fil +nap $4.11 : .0 334 +we 3116 (REINFORCEMENTS SHOWNlN FIGURES 61atlaN PmlOw 33.610-31515 •WO 91.7 rND, $". 1100.. •573 +503 31.8 +WO -51.9 .W, 303 750.0 410.0 91.20 T.Belt •- •41.6/1 700.9 4374 +0079 $0.e +6 .670 •00.0 axe tela I -61.e I .004 $DA 7.119 3oA ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 6,SHEET 81fOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISBD as complying]vital the Florida building C;.& AocppR°lco Ile+U`. Revised By: Date: B11pimIA7n Ome Sal• RDNal4n: -7 By Min».11 mtc Prndcet Cwudrnl - Rswsed 8y; Date: Recision: NOTES: 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME l""' pD Deso*tIon: 7gwn By. OR INTEGRAL FIN, p - 64►`('.� DESIGN PRESSURE TABLE 3 ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT t5 AS PER THE FIGURE. 1070 TECHNOLOGY DRIVE 7Rle: Date; N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR •!�� 3.3;''•+�.`. {941}-480-1600 HEIGHT DIMENSION SHOWN ON THE TABLE. t'•' A.LW1131v1I El R,P.E. S°ri°°/m°d6r: Stale; Sh55t; Drawing ND, Rev: P.E.#53705 CERT. OF AM. {1129296 SM-5400 NTS 6 OF 12 MD-SI- A TABLE 5: ole.iyvee Bolton even 1417 e.Ign Pree.urephsm2) 2.4 O.cdPlbnb0lwn HaQi R.IN.L6Vel Range 0l'11Maw Rupe Wlndow9uax Width m R2 H0.18 Shown (N) 28 24 33 36 1 40 1 411 51 us 23.6 Eq 144 11.384 165.0 .130.0 +65.0 -130.0 -t30.0 +65.0 -IMA +85.0 -130.0 +OTD -129.0 +65.0 •120. RE itage 14.017-15.870 466.11 -130.0 050 .130.0 10.0 -130.0 +85.0 •130.0 +65.0 -130.0 +65.0 -127.0 +05.0 .110.0 4� 2Blfta II=-14.616 466.0 -130.0 +55.0 -130.0 489.0 -Imn .650 -13on +65.0 44.0 +89.0 •1.30.0 +65.0 44.0 1 t Waw' 11.377-11.692 465.0 -130.0 .0.0 •130.0 +65.0 -130.0 +610 •130-0 +610 44.0 165.0 -7M.0 10.0 -123.0 2].617.25186 463.o -130.0 769.0 -1M0 .no -130.0 +BSO -130.0 4650 -Ina +65.0 -1220 +65.0 -113.0 I V o 10 o 17.517-M918 +65.0 430.0 +66.0 -130.0 +65.0 -130.0 405.0 •130.0 +55.0 •1]0.0 465.0 •121.6 +85.0 -112.3]1.376itO 17.517.10.857 +115.0 -130.0 +05.0 -130.0 +69.0 -1300 +69.0 -130.0 465.0 -130.0 +86.0 421.2 455.0 -109.3maew 11.617.17.518 485.0 -1540 +85.11 •130.0 763.0 -130.0 485.0 •130.0 188.0 -1.30.0 +66.0 -1122 +85.0 -110.2,t 11.377-14.518 480.0 430.0 +65.0 •130.0 163.0 -130.0 465.0 •130.0 486.0 -130.0 +650 418.0 +63.0 -107.01l 27.683.31.911 +65.D -130.0 165.0 -1M. +65.0 -130.0 480.0 •127.0 4050 -118.0 +65.0 -99.0 +85.0 -93.0 'XIelm 20.617-27.562 +65.0 -130.0 165.0 -1340 .0.0 .1M.o +65.0 -144.8 +6540 44.0 +be0 .116.3 4614 -103.4 HEADER Stara3d 6316391 23.517-28.618 +89.0 -130.0 +65.0 -130.0 +650 -130.0 4544 -130.0 +850 -130.0 "on -110.6 +85.0 .992 44 EgwlAle 20.617-23.618 +66.0 430.0 +55.0 -130.0 40.0 -130.0 +65.0 -IVA +810 44.0 169.0 -109.8 455.0 48A mttd[d RO4ew 17.517-20.516 .0.0 430.0 +85.0 •130.0 .0.0 -1]0.0 +65.0 AMM 1M0 40.0 +89.0 •1099 +85.0 SOB Custom Size 14.517-11.18 +85.0 -1305 +650 44.0 40.0 .130.0 +65.0 -130.0 .65.0 4WA +65.0 .111.3 40.0 59.7 6lmdeal 11.377-14.516 +85.0 .130.0 465.0 •130.0 10.0 -130.9 +65.0 •130.0 .05.0 -130.0 40.0 .113.8 464.0 -101.7 Talbat 31,M3-35.911 +85.0 430.0 +65.0 -1]0.0 .0.0 -125.1 +83.0 -118.0 +60p 50.0 4650 43A 6 25617.31581 40.0 •130.9 +0.0 •130. +0.0 -1]0.0 no +850 -130.9 +65.0 403.3 +65.0 -02.1 EQ4+H.e 20.517-28518 +63.0 -130.0 465.0 •130.0 .654 -130.0 +650 -130.0 466.0 -100.2 +66.0 59.6 O 0 MEETING RAIL 48 17.517.20.518 .65.0 -130.0 469.0 -15,0 40.0 -1340 486.0 •139.0 M. •130.0 466.0 -104.0 485.0 AIT 23 Galan Blza� 14.817-11.61. 465.0 430.0 .66.0 -130.0 +0.0 •131.0 465.0 •IW.0 4650 •130.0 4115.0 -185.8 1810 A9.3 0 Qnlam m. 12.611-11316 465.0 .13D.0 +85.0 4- +0.0 -IMA +854 430.0 .no •1M.D 4allo •110.9 +85.0 SSB t a 27 �- 91-1 11..377-12518 .85.0 -1.30.0 .66.0 •130.0 +0.0 •1]0.0 465.0 44.0 4810 -1]0.0 465.0 -114.5 .0.0 401.0 711611 33108.37.538 +55.0 -Jwm 40.11 -13a.o +85.0 41..0 4nn -115.1 +85,0 -114.7 +65.0 59.0 +610 910 p sia nd Oetap 28.517-3].207 +65.0 -130.0 +0A 430.0 10.0 -IMA 4850 -130.0 .650 •130.0 +65.0 A9.6 .63.0 SSB D mEqualAto 21517-28316 +BSO -130.0 485" -130.0 40,0 430.0 40.0 -1300 40.0 ANA 46AD -101.8 4650 41.1 � 23 {9.825 69-sin 20.517.23.61. .63.0 -1]0.0 465. -130.0 +63.0 -1]0.0 .0.0 -1a +610 430.0 163.0 4020 4650 41.2 /1 6landmEPzwlew 17.117-20.616 +85.0 -1.30.0 468.9 •1]0.0 .63.0 -130.0 +85.0 -130.0 +610 -1300 +65A -1012 +65.0 421 L1 Cuabm Bate 14.517-17.616 40.0 -130.0 48.0 -130.0 .0.0 -130.0 .65.0 -130.0 +63.0 -1.. 493.0 -105.4 40.0 A3.9 o EXTERIOR SASH Cuwnfilm 12.617.14.616 +WA -IMA 495p -t]0.0 +..0 -130.0 400 •129.6 .85.0 -1290 465'0 -103.8 .85.0 47.1 EXTERIOR a HEIGHT Shot t 11.377-12616 40.0 -130.9 465.0 -t30.0 .0.0 -121] 485.0 •121.8 40.0 -t 21.7 .0.0 •1112 +65.0 -100.4 v 7111111 38.517.41. 486.0 •130,0 4650 -118.6 .0.0 •991 4nd 46.9 485.0 ANS 719.0 A2.7 1610 41.0 Staldard Wtago 31.517-38.516 .63.0 •1.30.0 465.0 •130.0 +0.0 AM .0.0 •121.2 .050 421.0 +69.0 A9.a +65.0 •79.3 Equa1411q 29..17-31.618 40.0 -15,85 +86.0 -130.0 +0.. -130.0 469.0 -130.0 4610 -119.9 485.0 59.2 A5.0 -758 JAMB a Stench.Ralew 23.517-28.516 40.0 •1'n +80.0 -1340 +0.0 -122.8 465.9 -1254 .650 -120.2 465.0 .91.6 +65.0 51.0 23 62 c wSae 20.517-M316 165.0 -130.0 .63.0 -12.3.7 7040 407.9 +854 -101.1 +66.0 -103.1 +654 43A +65.0 AIA Cwlom Size 17517-20.616 .65.0 -130.0 .0.0 -111.9 +0.0 A61 +85.0 42.1 +610 -R. 40.0 49.3 +63.0 S4.5 O II Cwl(m Glu 14.517-17.616 405.0 4214 466.0 •102.2 40.0 A8.7 40.0 42A +610 -79.. +65.0 982 +63.0 -76.2 SILL 111111 C awd.t 13.017.11.618 +65.0 -110.8 +66.0 .98.0 40.0 M5 485.0 -76.3 +850 42.6 466.0 -734 .0.0 40.0 e.11M 11.804-11018 465.0 -117.1 466.0 •91. +0A -78.6 40,0 -754 .BSO -71.6 fun -70.0 40.0 -70.0 Talbal ]9.817-41.41 466.0 -130.0 40.0 -1118 4540 -98.7 .63.0 56.9 .010 S].B 485.9 A4.B 40.0 -74.2 Cwlan fine 38.617-38.616 166.0 430.0 +66.0 •124.2 +MD 4084 165.0 M. +850 1 .103.7 635.0 A4.9 +0.0 -74.3 EgwtOb 35.517-39.516 +0A -130. +66.0 -123.0 10.0 413.1 +63.0 -109.9 +65.0 403.0 465.0 A4.0 +0.0 -73A o 75 C.bm SaO 32.517-]3.516 .65.0 -1]00 +0.0 •119.5 .0.0 403.6 +63.0 49.9 1810 48.3 465-0 Al2 +860 .73.6 6f_ ;d P.Aaw 28.017-32618 .654 -130.0 +65.0 -108.5 .63.0 -52.8 +63.0 43a.7 4850 ASI 466.0 A62 +610 441 Cwtan Slm 20.817-29.618 189.0 •112.1 .65.0 A9.] .0.0 43.9 +65.0 -78.7 .610 -78.9 485p -7{.e +810 -74.9 sMd611 26510-21.16 .55.0- -119.1 16s.o -96.6 +63.0 AIA .65.0 -77.1 .65.0 44.2 4650 -TIA .no -01.9 SECTION DETAIL FOR WINDOWS WITH Equ41134 5517.41.844 +65.0 -130.0 +65.0 -108.6 .65.0 420 .65.0 49.7 +bio 48.3 4650 41.6 .63.0 -70.0 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 e4 owltimslu 35.517-36618 +63.0 -122.1 ...a Asa 465.0 43-9 463.o 11.7 +610 -78.9 .6BA NA .0.0 41.1 6lmdad PWA- 33.ete•3s.61e .0.0 .117.1 .55.0 44.9 463.0 a9.e .00 a6A +610 •17.5 416.0 .70.0 166.0 -70A (REINFORCEMENTS SHOWN IN FIGURES 81.78 T.1b61 -41.614 .65.0 .117.1 1 0.0 1 44.1 1 40.0 1 -Tae 1 +854 •16.4 +66.4 -71.6 .6e.o -To.a +es.o -Tao ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED 111 complying with the Florida Building C 17k f: Acceptnowtan4cofi 4- E intron Dal .2t Revlaed By: Date: Revlefon: By Miami mre P ReIvleed By: Date. Revlslon: NOTES: 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME !- �, ® Deecrfp6on: Drown By: OR INTEGRAL FIN. - 6 DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. - 1070 TECHNOLOGY DRIVE 71111: Data: N.VENICE, FL 3+275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR 'i., %"j.!'', ;,�` (941)-460-1600 HEIGHT DIMENSION SHOWN ON THE TABLE. A.L�I�<J�71LL�R,P.E. Serfe./Modeh Scale: Sheaf: DrowJnp No. Rev. P.E.q 58705 CERT. OF AUiH. y29296 SH-5400 NTS 7 OF 12 MD-SH5400-01 A . ���aoDDDODDDODD©DDDODDDD©Ov©©DDDDD©©©©�OGGGDD©©©000voo DDDDDD©DDDDam 0 am a DDDDDDDDDD©©©©©©©©©©©©©©DD©©©©©©©©©©©©©©© DODDDODDDDDDODDD©©Ov©©DDD©©©©©©©DGGG©©©©OGGDGGG - vvv©000©©v©©©©©©a©©©©©flv©©©©©©©©©©o©©000©©©©©0 000 - 2 2 1DDD©©0G©©©©©D0©©©©DDG©©DD©DD©©©©©122111©©©OGG©OGD DDDDDDDDDOOODDD©DODO©©DDDDDDamDDDDD©©©©DGGODDDOGDOG ���000DDD©©DD©©©DDOD©DDDDDD©DD©DOGDDDOODGGGp00©OGGOGGG ��OOOOGOOOOGOODODODODOOOOOOGDDOOGGOGOODOODOODDDOOGODGG � � " ADD©©©00©DDGDDDD©�O�000©DDGDDDGI0000000©©DGGDDDOOGOOG - �OGD©OCDDDODDDDODODDOOGOGDDOOOOODOOOODGGGDOODOGGOGGG m000G0000GOGOGGOGG00000GOGG000GG0000G000GGGGOGOGGGOG � ©O©©DOD©RDOG©©OODGD©OD©DDD©ODD©GDODOOOODGGGDDDOGDOG � �OGODOGDDDOGIDDDDGODDDDDDD©DDDDDD©00DDD000DDDDDGGDGGG O©©©©©©©©©©©©©©©©©©DDD©©©©©DD©©©©©©©©©©©©©©©©©©©©©©© ©©©©DDDDDD000000GGDD©©©DDD©©©©DGDDDDDD©DGGDD©DDGGDD Oall 00©©©0MINE DD©©ODD©DDD©D©DOGOGGG©DD®OG�OGGG ' DD©DDDDD©DOGODODDDDDGGOGDOOGOOG ��6�7000DDODDDDODDDODODDDDD00©ODD©ODOODDDOGGGDODDOGG©DG_G � , �� DDDOD©OOO©DD000DDDD00OOOOODO©©©©00©©DODO©©©000©DD©©©©©© lilODODDO �DOO©DDDDDDGGD©©DODO©©©DODO©©©©DGGODDD00 GGGDDDDGDOG lommommoo ODDDDODODDDDDDODDDDDDOOODDODG�®ODOODGGDOGC -�DDDDD©©DDDDDD©DDDDDD©000DOODDD©DGODODDDDDGGOOODOGODG �DDODDODDDODDDDDDODDDDDDDDDDDOOODODDDDOGGOGOGOGGOGGG m000C00GOGOGG000GGOGGOGGG000000G00G00000�OG0000GOGGG .� ©©©©©©©©D�D�DDD©GOD©00©OGD©G�DDGDOD©DDDDGGDDDDDGDOG �DDODDDD©DDDR©DDDODDDODOD©DDDDOODODDOOGGGDDDOOGGOGGG �DDOGDDDOCGODGDOGDOGGODGGOGDDDDDODDOGDOGGGDODODGGOGO � DDDDDD©©©DOD©©©DDDDD©������DDDDGOOODDDDOGGODDDDGDOG �GOGDGGDDDGDDDDDDGDD©GDDGDDDDDDDDDDDDDGGGDDDDDGGDGGG ODDDDDDDDODDDDODDDDDOGDODDDODDDODDGDDDOOODDODDDDGOOD ���D®DGGDODGGGOOODOGOODDDOGOODDDOGGOODDDDDGGGGDGDGGOG �GOGIDODODDODODDOODDDDOGDODDOODODDDOOOOGGGOOODOGGOGGG DDD©DDDODDDDDDODDDDDDOODDDDDDDOODOOODDDODDODODDODDD �DOODGGDODGGGDDODGGDOGDDOGODDDDDOGODODDDDGGGGGDOGGOG ���ODDDGDDDDGDDDDDDODDDOGDODDDDDDODGDDDGGGGDDDDOGGDGOG ��ODDD©DODO©DDDDDD©DDDDDD©DDD©DDD©DDDDDDDD0000000D0000 !' 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I .035" .070" .050° ,070 II/���Jll 0. -� 1,231° 1.000" I~ BALANCE ,SASH STOP LIFT RAIL LIFT RAIL BEVELED BEVELED 14 FIXEDMEETING RAIL 16 SASH RAIL 17 COVER ,8 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCI'REVISED as-iplying with the FlMda Building Cuda Acceplance 1Vo Ilo-O r4- 04. ••• �Q2Q • Revised By: Dale: Revision: Brpiwkm Def. IYV .318" I .300° Revised By: Data: Ravfsion: - s i.'I Mi:��G'Inde Product-20-+{ .864° .301' ; .754" .750° .036' �{�rF} .025° -�f�-� •, !.1. _ ® Description: Drown By: EXTRUDEDI ROLLED WINDOW EXTRUSIONS J ROSOWSKI 73 IG BEAD 81 SCREEN FRAME 82 SCREEN FRAME n,l, i16 Dot.: N. 1070 TECHNOLOGY DRIVE Rtle; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 (941)-480-1600 •%�.'' i-• 'i.' Series/Model: Seele. Sheat: Omwing No. Rev: A.L'YNNXII.LER.P.E. CERT. OF AUTH. 29296 SH-5400 NTS 10 OF 12 MIn-SH5400-01 A P.Ed!68705 TABLE 8: TABLE 8,CONT.: SILICONE HOT-MELT BUM BIII of Material BIII of Material,cont. STRUCTURAL SILICONE # Part# Description Material # part# Description Materiel STRUCTURAL 114"NOMFOAM 3116"NOM. POLYISOBUTYLEN . 1 620101 S ng a ung Frame Head&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism C Steel WITH WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lack Cest Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast One EXT.GLASS- EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1.118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SHIDH Frame Sill-Flange PVC 50 78X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SHiDH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 6 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Reil Till Latch Corner Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) Ss KODISPACE SUPER 16 620129 sash Rall(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 78 4SG TPS 77 SPACER®NXTTM 17 620134 Balance Corer PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Corer PVC 56 720207 1"Tilt Latch Spring Ss 19 620156 Pull Rail Interlock 6005 T5 AI 67 420186 Plastic 711t Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cost One I REINFORCEMENT p0LYIS0. DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 At 69 420180 Pivot Bar Comer Key PVC BUTVLENE 5/16 NOM. 22 620145 Beveled Interlock Cover PVC 80 720206 Pivot Bar SS 5116"NOMSEAL BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 All 63 720191 Sash Pull Handle Cast One DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast One FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27' 620164 HD Meeting Rall Reinforcement 6005 T5 At Be 420188 Bottom latch Strike Plate Cost One EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 78588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.19D"x.300"Foam Bulb Flex PVC 73 720136 I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlle, 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(718"x 1"x 118"),85+/-5 duro. EPDM 35 78X1MTTT iib x 1"Ph.PH SDS(Interlock Mounting Screw) 80 1 81012 lExtruded Screen Frame Alum DURASEAL® XL EDGE"" 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 7a SPACER 79 SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGL821 Screen Comer Key for Extruded Frame PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring PVC 40720X)000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring PVC 41 #8 x 3/4"in.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring Ss 42Spiral Balance 86 81816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 51635161614 .140"Screen Spline(Machins/Hand Rolled) Vinyl 44 178Xll4FPAXI#B x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS PRODUCT REV1S8D Part# Description Material as coniplyina"vith me Fladh 76 Kommerling 4SG TPS Spacer System Baildu,g Coda See this Aaccpllsa -I O 14-04- 77 .QQ 77 Quenex Super Spacer nM with Hot Melt Butyl Lnpiratkn Data 2t32d ,V Revised By: eats: Revielon: 78 Quenex Dureseal Spacer Sheet fOf - )• `/. A)ADDED SPACERS. By JR 05/05/16 ?d,mni ode VmdnclCmdry> 79 Cardinal XL EdgeSpacer Revised Or. Date: Revfelan: REFERENCE TEST REPORTS:FTL"17,8968&8970 `•• ?n.r Description: Drawn By: BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE Tse: Data: NOTES: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ,_''• �`•' (941)-460-1600 Serial/Model: Scab: Shell: Drawing No. Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AA MA EXTRUDER CODE. •A:'CYNNMi i.ER,'P.E. 2)ITEMS#9-13,15,24,28,29,34,39,61,62,&68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.E.4 705 CERT. OF AUTH. #29296 SH-5400 NTS 11 OF 12 MD-SH540O-01 A OPT.SWEEP LOCK O 46 8 OPT.AUTO LOCK 18 47 20 OR 0- O 51 OR 52 45 j 22 82 OR 19 INTERLL OPT.PULL IL I. COVER56 87 86 35 OPT. BEVELED MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR &COVER RAME WELDS 18 64 X4 16 63 80 OR(B 50 14 ,Ow�5�------- SCREEN k-p GNASS K�- ----- 49 OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS 41 40 CONSTANT FORCE OR 83 BALANCE ........... OR OPT.PULL 42 43 SPIRAL BALANCE HANDLE 40 OR 3 7 1 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66P j ,. .. � � �,�, 36 DETAILS EXTERIOR ---------------------–---------- AT-rA PRODUCT REVISED CHES ..plyig wiih ch.FlWd� 5 ----------------–---– -------- --------------------------------------------------------- FRAME Re lsod W. Cat.; R-W— ASSEMBLY DETAILS R.W..d By: Data: Ravi.lom: Descrfptr— Dmwn By: NOTES: EXTERIOR EXPLODED ASSEMBLY ROSOWSKI 1070 TECHNOLOGY DRIVE 77fle: Date: 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 0 1&B.OTHER FRAME TYPES APPLY. (941)-480-1600 R. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. a. % -5 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. �.oLYNZ.. "IR� E. CERT. OF�RUTH. SH 400 JINTS 12 I OF12 Drawing No. .-SH5400-01 A