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Home My WebLink AboutProduct Approval Property Information Building Infon-nation Owner: Carroll kozlowski Wind Zone: 150 MPH. Address: 9306 Treasure Coast St Exposure Category: B Ft Pierce,F] 34945 F Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) F Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 52 62 7 27.1 -35.2 ......................................................._.............................__..........._..............._.........._............................................_..._..........................................._..............................................................................................................._.............................._..........................._..........._....................................................---................................-.._............ 2 Int 36 62 7 27.7 -30.2 ...._...._...................................._.........__.............._..................._.....---..__.._.__.........._..._..._...-...._.._.......__..._..._._.._....._..........._....__..._.--------........._.........................................................._......_.............._.._._.............._......_.._.....................__......_...............-............................._.._..__._.._.._......._.........I..........---........_. 3 End 36 62 7 27.7 -36.6 -- - _._....---._._.--.__.._.. -_-..-_.-_-..._-_._...._...._......._.....__... --._......-.......-_..--__._---_---__.............__......._......._......_............._........................._.......................----...._.-...........__..--...__._........-----..................._..---- ..................._.... - 4 Int 72 80 7 26.0 -28.4 _....._.... -...-............................................................_........................._..................._..... _....._...._..._......----......._........................................---..._.............................................._..................-_---------..----------._..__...__.._.............---_........._.................._.... 5 Int 36 62 7 27.7 -30.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page 1 of 1 ^ BCIS Home i Log In I User Registration Ho[Topics Submit Surcharge Stals&Facts Publications FBC Staff ; BCIS Site Map Links Search T �Y Product Approval USER:Public User Produrt.1•,'? p••ii Mt+n z>Pr;;!;..^.t nr^�; ' 7ti:+n se.gLch>lie;?li;;;,,,ttt_I�sj,>A rwtion Detail FL# FL%239'rR24{ Application Type evisio Code Version i't201 c Application Status roved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PG12 1.. s Address/Phone/Emaile rte^ North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com 1 Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 Summary of Products FL# ':.Model,Number or Name Description 239.1 I SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1,2,9 "' %>.0 ::::...:...............................:........................... 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 - R24 " (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,'size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use I Certification Agency Certificate ,. ,.;,r .a- t " f_ Approved for use in HVHZ:Yes r't.,'.`%..._ r _c..::....:...........)...t__.'..L_';riF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Pease see Miami-Dade County Notice of Acceptance f=t..%.3c, V.24 :., ;.., ,::, ......:....b.od° (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 !SH-600(Non-Impact) I Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F. 3 R7.4 C " ;5-_+1071111 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance I ,.,,.3„j??i " `1 '05.off (NOA)for product performance information,anchorageVerified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLS ._.._ 16-a714,06, :;f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.06.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 i SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate ,..._ Approved for use in HVHZ:Yes i 1..2�; i:.c4 ::_CAC 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 FL,J__::_j R24 " '6-0714,01.. f (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLi39 R24 C: ::F, ....... 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 Fr_G�O R_.'___i _i 1 _i 2 ndf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO -CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 239.7 SH-3000(Large Missile Impact) j Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes ' _.._._._.._._.......................-..i.^..__.._12.111 .:.a...i. 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 AcceptanceL4____ _;_,,it 21_i11..iT_f (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 I SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Fi. ^4 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 IT",_,,,`_,t;;_;_, (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes S'1_.:3`s R24 C: A(: i.E,- X714.)4.r;;d..` Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL2,'t _>24 _ r_u71•<. (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: � SH 5500 _ (C ai9emissilerImpact)? Vinyl Single Hung Window v23.9 1 of Use Certification Agency Certificate Approved for use in HVHZ: es 1`12-19'R,24 C =aC 16-0724 03.off Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 11 26-077.4.03.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Ef.4:; EE 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: r.-.�f�� r.rer Crr C.. . Safe I MiAMi•DADE MIAMI-DARE COUNTY e PRODUCT CON'T'ROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 ROARD AND CODE ADMINISTRATION DIVISION T(736)315-2590 F(786)315.2599 NO'T'ICE OF ACCEP'T'ANCE(NOA) rvwrv.miamldnde.eoyeconomv 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 Miatrri-Dade County Product Control Section(ht Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the,High Velo_city�Hurricane Zone. DESCRIPTION:Scries :5.6-' °''ingleIIungWindow—L.M.I. APPROVAL DOCUME� .urawing No.MD-SII5500-01 titled"Single Hung Window Installation- LM",sheets I through 13 of 13,dated 05115/15,with revision A dated 05105116,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with die Notice of Acceptance.number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Rcsistnnt LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of[his 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 fer inspection at the job site at the request of the Building Official, This NOA revises NOAH 15-0519.05 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. � NOA No.I6-0714.03 MIAMVDADE C04NTY Expiratlotl Date: 7uly 30,2020 iI j 1l i Approval Date: August 18,2016 ' f Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subutitfed underprevious NOA No.15-OS19.05) 2. Drawing No.MD-SH5500-01 titled"Single Hung Window Installation-LM",sheets I through 13 of 13, dated 05/15/15, with revision A dated 05105/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS I. 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{Kodispaee 4SG TPS spacer system,Duraseall spacer system,Super Spacer°'NXTTM spacer system and XL EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. RTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on:1)Air Infiltration Test,per FBG,TAS 202-94 2)Urufonn 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. (Subtniffed under previorts NOA No.15-OS19.05) 3. Test reports on:1)Uniforin 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 tuarked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idaltnis Ortega,P.E. (Subnriffed underprevious NOA No.15-0519.05) C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC-5"' Edition(2014),dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted rntder previousNOA No.IS-0519.05) l/�y Rlannel"Pefez E. Product Control Exam'rer NOA No.15-07 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER), E. MATERIAL CERTIFICATIONS(CONTINUED) 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for their "Butacite@ FVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas@(Clear and White)Glass Interlayers"dated 06125/15,expiring on 07/04/18. 3. Notice of Acceptance No.12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No.14-0529-13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring oil 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-51h Edition (2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted underprevioirs NOA No.15-0519.05) 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0519.05) 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19114,signed by Jaime Gascon,P.E.Supervisor,Product Control Section. 4. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No.15-0519.05,issued to POT Industries for their Series "5500"PVC Single Hung Window-L.M.1."approved on 07130/15 and expiring on 07/30/20. U If,;Dl 81)Je2 Manuel Perez; 1E. Product Control 6arnjher . NOA No.16-IM4,03 Expiration Date:July 30,2020 Approval Date: August IS,2016 E-2 ANCHORAGE / _ EXAMPLE FOR 28-1/8"MAX.O.C./� RADIUS-TOP / 1 54"MAX.BUCK WIDTH 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING HEADER(SIM. ° FROM MAX.O.C. FOR ARCIi-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE —�1 �WWOOWEADER(TYPES)FOR;LL LEVEL,SEESHEET56-7 IMPACT RESISTANT FOR AIC RAME SEAM 3D" 12'MAX. -Cf WINDOW TYPES)7,?,,!�2,MIAX. � SHB.SEE EETS� '� MAX.O.C. A.SEE r- i 10'MAX.FROM 52-1/8"MAX.BUCK WIDTH B.SEE 30"MAX.O.C. 1 , 12"MAX. FRAME SEAM _ SEE SHEETS r 1.1/4" SHEET 3 ~- "�I-12'MAX. SHEET 3+ FIXED VISIBLE _� / D,SEE r B&9 1! _ LIGHT WIDTH B.SEEII�� —+1- SHEET4 A,SEE r._. _. 12"MAX. SHEET 3 V� 30°MAX.O.C.-►- 12"MAX. C,SEE SHEETS+ I + I I FIXED - SHEET 4+ I II - EQUALLY I I VISIBLE �- A,SEE( EQUALLY 1 17.7/0"MAX.O.C. SPACED I I / LIGHT SHEET 3'* I 12°MAX. I I SPACED ) ANCHORS PER I ) 17-7/8"MAX.O.C. TABLES 9-11 _ /HEIGHT -L EQUALLY ANCHORS PER i I / - I I 1 17.718"MAX.O.C. TABLES 9-11 1 1 / I I MAX.' SPACED I I 0 I I - �) 1 / MAX. ANCHORS PER 0 1 / I I / 8q" I I 84" I BUCK TABLES 8.11 11 1 1 62" O 1 i BUCK �- MAX -[- HEIGHT f MAX. HEIGHT X I I 4 10"MAX.O.C. BUCK HEI HT X I X 1, 4 y HEI T 1 ^ AS SHOWN 10"MAX.O.C. 10"MAX j I I 4 x l I (91.78° �._._._./._--. I l_71 ._._.// lE _ _ I L._._._._ MAX.) EQUALLY I 113-3/4"MAX.O.C. EQUALLY SASH .T 1 MAX.O.C. EQUALLY i I / 13-314"MAX.O.C. I /---- � _L SPACED VISIBLE —L SPACED I L._._ ---------- PER SEE 1 ANCHORS I / + ANCHORS PER I LIGHT ANCHORS PER J / TABLES 9.11 i A TABLES 9-11 i IGHTTABLES 9-11 SH8E&9C l Al I a 6-1l2'MAX. •.6-1/2'MAX. . NO ANCHORS AT SILL -I _ 6-12"MAX. - B SEE SILL WEEP- B --_.J NO LNC'CHORHURSATqll 3 AT SILL NOTCH DETAILS, B 54°MAX.BUCK WIDTH \ SEE SILL WEEP- D 1-'-'-'J 1.1/4"•-�-I-•• �+ 54NU ANr 'MAX.BUCK WIDTH NOTCH DETAILS, SASH VISIBLE `NOTCH DETAILS, NOTCH DETAILS, SHEETS ET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL FRAME" ELEVATION FOR TYP.EQUAL LEG FRAME �jELEryVATJODhFORhI P$FLAPIGE;F.RAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION `SHOWN'WITH ORIEUPROVIEW<CONFIGWRAT.1 N FOR cus7oM co7rncE coNFlculunoN UP TO ANCHORED THROUGH THE,NAIL-FIN 75"HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL Nores.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 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 1.1(2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN 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 SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6.7 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-10 7)DESIGN PRESSURES: EXTRUSION PROFILES................11 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. IASSEMBLY&PARTS LIST...........12-13 S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 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 PRODIJUl"RE VISP.D 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 as complyin5 0h the Fl:rtJn 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-5100-07/S2-2010 Buil'll06 Carle LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL Al ccptm w bio V3� 11)APPLICA13LE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, 1 LN*10ration Dntc Revised By: Oct.: Revision: c� t „(i 111 ..J1��i•. JR 05/05/16 A)ADDED SPACERS USER INSTRUCTIONS: TO SHEET II. Yee N•li.W Dadc P-Imt Coubo$ l D d B /sey: oe: Rev/s/on: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Rev 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 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW Description: Drawn By:GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED INSTEP I. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR •' 6 � I1 jl" YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. 1070 TECHNOLOGY DRIVE TiBe: .�a 5)INSTALLAS PER SH-cET3 FORTHRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRALFIN INSTALLATION. , :1. ,;':?`. -',.;�' N. VENICE, FL Data: 34275 SINGLE HUNG WINDOW INSTALLATION-LM Date: 15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, 941)-480-1600•• i•: 1".'! "'•�" Series/Model: Scale: Sheet: Growing No. Rev: INTEGRAL FIN OR EQUAL LEG/BOX). )'.E. P.E.A 68705 CERT. OF AUTH. 629296 SH-5500 NTS 1 1 OF 13 MD-SH5500-01 A TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design Pressure Typo Description{Elated from Exterior to Interior) - Types aOptions Table Conflgs. Shapes Installation Options that may be used Table# Sheet# (sac Fig B) (sea Table 1) (sac Fig A) (sea Fig C) '5�7,IB�LemihaCeii3.G, 118 A-Extsdor Gap'+?7l16'AUSp`eace+-5/116"�LemJnated,,(2)l;iies oftt/8".B.Glass wilh�':090�VB Intedayer 4,5 6 6 '718"Laminated I.G.:118"T Exterior Cap y 7118"Air Space+5116'Laminated;(2)Lite-o1`118'A Glass NMth.090'PVB Intedayer 4,6 6 ....into 2X Wood CMU-Framesheet -sheet 3,option i .,,Ian a� Equal-Lite, Square/Rect., into Concrete/CMU-sheet 3,option 2 7 7113"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5116"Laminated;(2)Liles of 118"A Glass with.090'PVB Intadayer 4,6 6 "F 0--`-S Through the trema _ '_ Z•; 5-16 O&Cottage ew Aroh-Topp of the window...... '8 716"Laminated LG.:3116"T Exterior Cap+318,Air Space+5116"Laminated;(2)Liles of 118'A Glass with.090"PVD Int adayer q,6. 6 ^' --•-}T &Collage Radius-Top ....I to Me IX B heel 3, Into Conorele/CMU-sheet 3,option 3 9 718"Lamiaatt,d L�.:118"A'Extodur Cap+7116"Air Space+5116"Laminated;(2)Liles or 118"H Glass wain.090"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 71B"Laminated I.G::118"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 118'H Glass wQh.090"SO Interlayer 7 7 ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Boz i Equal-Lite, Square/Rect., Throu h the frame ....Into Concrete/CMU-sheet 3,option 2 11 718"Laminated I.G.:3116"A Exterior Cap 4,318"Air Space+5116'Laminated;(2)Utes of 118"H Glass with.090"SG Intedayer 7 7 Equal-Leg 5-16 Odel/ProAaw Arch-Top& g of the window...... ..-through 1X Buckstdp Into ConeretelGhAU-sheaf 3,option 3 12 718"Laminated 1.G.:3116"T Exterior Cap+318"Air Space+5116"Laminated;(2)Liles of 1/8'H Glass with.090"SG Intedayer 7 7 (#4) &Cottage Radius-Top 13 "IB"Laminated I.G.:116"A Exterior Cap+5/16"Air Space+7/18"Laminated;(2)Liles of 3/18"A Glass with.090"SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:118'T Exterior Cap+5116"Air Spacs+7116"Laminated;(2)Liles of 3116"A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Equal-Lite, Square/Root.,Integral fin...... ....Into Metal-sheet 4,o tion 7 15 718"Laminated I.G.:3116"A Exterior Cap+114"Air Space+7/16"Laminated;(2)Liles of 3116"A Glass with.090"SG Intadayer 7 7 J•Channel P 5-8 OriellProuew Amh Top& 16 7/8'Laminated I.G.:3116"T Exterior Cep+114"Air Space+7116"Laminated;(2)Liles of 3116"A Glass vhth.090'SG Intedayer 7 7 (#1) &Cottage Radius-Top oftheThrough the frame • Into 2X Wood Framel8unkstdp-shoat 4,option 6 of the window...... ••••Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7.9.11,13 Through the ....into 2X Wood Frame/Buckslrip-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-Lite, Square/Reel.,integral fin-..... ,•,•into Metal-sheet 4,option Min.Edge Min. Integral Fin Ron 7 Group Anchor Substrate THE HVHZ ABOVE 30'. 5-8 OrieCotta a Arch-Top 8 P Distance Embedment" • (#3) Cottage Radius-Top Through the home ....Into 2X Wood Frame/Buckstrip-sheet 4,option �s T.Southern Plne(SG=0.55) 7116" 1318° of the window...... ....Into Metal-sheet 4,option 8 #10 SMS Steel,A36' 318" 0.050" ;Steel,19-E S.S. `MIN.OF 3 THREADS Steel Stud,A653 Gr.33" 318" 0.0451"(16 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A ei,410 S. Aluminum,6063-75• 318" 0.050 SUBSTRATE.FOR °A"=ANNEALED '- F.T.Southam Pine(SG=0.55) 7/16" 1-318" STEEL STUDS, "H"=HEAT STRENGTHENED MIN,Fu=45 KSI& E// f "T"=TEMPERED 3116"Steel Ultracon Concrete(min.2.65 kst) 1" 1-3i6MIN.Fy=33 KSI. f/ 2 j "PVB"=.090"BUTACITED PVB Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" 6 4 BY KURARAY AMERICA,INC. "UNGROUTED CMU" �jP.T.Southern Pine(SG=0,55) 9/16" 1-3/6 VALUES MAY BE 1` QBOX OR SG"_.090"SENTRYGLASO #12 SMS Steel,A36" 318" 0.050' INTERLAYER BY KURARAY llSE6 FOR GROUTED / FLANGE EQUAL- B (9i r 4 0 S.S.S. / -- AMERICA,INC. Or 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) CMu APPLICATIONS. � � LEG AiUrOltiUm,fi063 TS 318" 0.063" EQUAL-LITE ORIEL COTTAGE Concrete(min.2.85 kSil 1" 13/4" e' 114"steel Uitracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" FIGURE C:FRAME SHAPES 1/4"steel CreteBeX Concrete(min.3.35 Keil 1" 1-3/4" -�-{BUCK WIDTH}- -- j BUCK WIDTH}•-•---�-}BUCKWIDTH}-+- 1!4"steel Ullracon Concrete(roto.2.85 ksp 2-112" 1-3i4" i -} i I1J4"stoat Ultra.On P.T.SeUthem Pine(SG=0.55} i" 1318" 1 31f4"steel Creteftex Concrete(min.3.35 ksi) 2-1/2" 1-314" 0 cD t5 INTEGRALUngYouied CMU,(ASTM C-90) 2-112" 1-114" = i _ _ __ r, s J-CHANNEL FIN rDj 114"steel Crelefiex P.T.Southern Ptne1318" v = tr w 1(4"Steel Aggre-Gator Concrete(min.3.275 ksl) 1-112" 1-318" m �j ccaOj m _ 1/4" feel AOgre-Gator P.T.Southern Pine SG=0,55 1" 1318" j Grouted CMU, ASTM C-90) 2" 2" a ( RECTANGULAR RADIUS-TOP ARCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as camptyinit with the,Fiando +r � Anchor Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM ueihting Cuda Distance Embedment' THE TABLES ON SHEETS 8•10, nc«ptuaee Ah i t• LtvpfmlhinUarc 02b _ ,\t •• ;Jii, Revived Dy: Date; Revision: I t / !� 2""x.1311Comnlan Nail P.T.Southern Pine(SG=.55) 3/8" 2.7/16""Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2-7110" OTRevised By Dote: ftevtsmn:P.T.Southern Pine(SG=.55) 1!2" t-3l8"#10 Trusshead SNOS Aluminurn,6063-T5• 318" 0.050" (steel,18.8 S.S. - 7Drown 9y: Steel Stud,Gr.S3' 318" 0.0451"(18 Ga.) <�;,� o Description: F or 410 S.S.) Steel, 3/8" 0.050" MIN.QF3 �' ),� �6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI j THREADS BEYOND P-T.Southern Pine($G=.55) 9116" 1-3/8' THE METAL 1070 TECHNOLOGY DRIVE title; Date: #12 SMS Aluminum,6063-T5• 3/9, 0.063" SUBSTRATE.FOR N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steal,18.13 S.S. Steel Stud,Gr.33' 318" 0.050" STEEL STUDS, 1.�:.'' `r••' (941)-480-1600 or 410 S.S.) MIN.Fu=45 KSI 8 !;i',;, ��•• Series/M.dei: Scale: Sheet: Drawing No. Rav: Steel,A36" 316" 0.050" MIN.Fy=33 KSI. A.LY6R11 `R) 'r. CERT. OF AUTH. #29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A INSTALLATION DETAILS F FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION - - ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION 1 I— EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH SEE NOTE 2,THIS SHEET. FRAME INTO 2X WOOD EMBEDMENT — _-I EMBEDMENT FRAME OR BUCKSTRIP. �[� 1/4"MAX SHIM 16 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT EMBEDMENT T _ SASH VISIBLE EDGE ° ° �Q 10 LIGHT WIDTH — 17 EDGE FLANGE.FRAME o OSHOWN DISTANCE DISTANCE 44 BALANCE __�1/4"MAX .•° _ TYPE VARIES -_ ____- -___ SHIM TYP.ANCHOR TYPE, ° 42 WITH SASH -- ° - TYP.ANCHOR TYPE, EMBEDMENT AND. WEIGHT 2 TYP.ANCHOR TYPE, R 54 0 EMBEDMENT EMBEDMENT AND EDGE EDGE I I�Q 30 AND EDGE DISTANCE PER lUl (� DISTANCE PER SUBSTRATE, SUBSTRATE, 31 I - DISTANCE PER II,JI SEE TABLE 2,SHEET 2. EDGE 4 10 SEE TABLE 2,SHEET 2. SUBSTRATE,EXTERIOR �, Baa DISTANCE SEE TABLE 2, 87 SHEET 2. FIXED 19 20 OPT.SASH TOP a � FIXED VISIBLE � 4 • VISIBLE J LIFT RAIL FLANGE I LIGHT WIDTH LIGHT FRAME 2 EQUAL HEIGHT I FORALL WINDOWS: NOTES: SHOWN U BUCK WIDTH ILEG/BOX FRAME I. 1ANCHOR @3.55" HORIZONTAL SECTION A-A SHOWN 49 4B FROM END AND AT 1)USE ONLY i 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36"WIDE: SHEET I FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 1 q 45 46 47 SCREWS @16.318' INSTALLATION OPTION SHOWN MAY 35 FROM END. BE USED ON ANY SIDE OF THE o FOR WINDOWS WITH WINDOW. 1/4"MAX. BUCK 50 16 BOTTOM LOCKS: 2 MASONRY ANCHORS MAY BE SHIM I(.r---/ #10 OR 112 STEEL 114"MAX HEIGHT O 'ADD ADDITIONAL ) I/ SELF-DRILLING SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, ]FRAME III--- SHIM 85 - T_ FROM END, SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE 30 THAN 1.112"THICK ARE TO BE (] TABLE 2, SASH CONSIDERED 1X INSTALLATIONS.IX SHEET2. D EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO „ HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE IA/2-THICK OPT. 86 USE EITHER (W GREATER.1X AND 2X BUCKSRD� Q 65 LATCH OR (WHEN USED)SHALL BE DESIGNEDU (2)1" 81 31 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO Q EQUAL _ INTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK n LEG/BOXWEEP LOCATION: END DESIGN RE ARCH�ECT OF RECORD D INSTALLATION IS THE CJD o SHOWN IJD�o NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. EXTERIOR e 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION OPTION 4 OPTION 4 (ALSO REFERRED TO AS DAYLIGHT V 67 ritouuc'rlcevissD OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH EQUAL-LEG/BOX 1/4"MAX SHIM BEADING TO BEADING. os ildhig TOB�iiih tiW ilc:rlu'4 0of14(mg Code �--1��FRAME SHOWN o FRAME INTO METAL FRAME INTO METAL Acpinuce No��"p rxrirmwnoma _ Revised By: Dale: Revision: .27"X 1.25" .. t,i;:iC/ B" NO ANCHORS WEEPHOLE hdinm�ndc I'rn4r�•.t(:ntdrui-•, wiQovER @ REQUIRED IN VISIBLE LIGHT FORMULAS Revised Dy, Date: Revision: 2.87"FtROM 38 FLANGE OR EACH END. EQUAL-LEG WIDTHa" - • FRAME SILLS @SASH:BUCK WIDTH-6-1/2° ® Description: Drown 8y: 2T @FIXED LITE:BUCK WIDTH-4.318" r. 6 -'— FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) `=� '.''' 1070 TECHNOLOGY DRIVE Title: Date: VERTICAL SECTION B-B BUCK HEIGHT/2.3-15/16' '.', N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,''� (.�.,',:' •"•'',;'.., (941)-480-1600 Sortar/Model: Scale: Shoal: Draw(ng No. Rev: 'A'.LYNN MILI,Ry P:E. ' P��.blseS�3 CERT. OF AUTH. 129296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2x WOOD FRAME OR EDGE DISTANCE INSTALLATION OPTION 5 NOTE 2,THIS SHEET. BLICKSTRIP.SEE NOTE 2,THIS SHE HORED THROUGH INTEGRAL EMBEDMENT MAXSHIM FIN IN'TO 2X WOOD FRANIE-60 i/4" 114"MAX SHIM BUCK.STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 INSTALLATION 01` W 'RED THROUGH Nc�'_0 2XWOOG .S P.SEE rlCK TR F.NO . ...... SHEET. TYP.ANCHOR TYPE, S Ll 17 J EMBEDMENT AND EDGE 18 L=I"T I ❑ -CHANNEL .FRAME DISTANCE PER SUBSTRATE, OWN SEE TABLE 2,SHEET 2. ----- SHOWN (SCREW SHOWN) 44 BALANCE EMBEDMENT PE VARIES T 114"MAX SHIM 42 WITH SASH EDGE WEIGHT 54O 30 TYP.ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. EXTERIOR TYP.ANCHOR TYPE, 18 (NAIL SHOWN) 87 INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, 20 OPT SASH TOP J-CHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. FIXED 19 VISIBLE LIFT RAIL FRAME SHOWN (NAIL SHOWN) LIGHT I FORALLWINDOWS NOTES: SHOWN HEIGPffBUCK WIDTH I ANCHOR @ 3.55" 49 1 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CEN SUBSTRATE-APPROPRWE TER.22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER36*WIDE.l OF SHEET 2.FOLLOW EMBEDMENT 114"MAX, DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMtSTEEL FRAMING OR STEEL STUD. 72 .0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. ..n14 305 FROM END.SCREWS @1"8- INSTALLATION OPTION SHOWN MAY 45 46 4T BE USED ON ANY SIDE OF THE FORWINDOWSWITH WINDOW. BOTTOM LOCKS 0OR412STEEL SM"MAX. BUCK 16 ADD ' SELF-DRILLINGll SHIM USED INTO WOOD AS PER TABLE 2, HEIGHT 50 2)MASONRY ANCHORS MAY BE SCREWS @ 8-3187 SMS(G5),SEE 85TI FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, 30 THAN 1-112"THICK ARE TO BE SHEET 2. SASH I CONSIDERED iX INSTALLATIONS, EXTERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO 7-1 --•�'HUIOHT USE EITHER SUBSTRATE.WOOD BUCKS _3 LATCH(SHOWN) DEPICTED AS ZX ARE I-lir THICK 'IN 16 OR BOTTOM OR GREATER.1X AND 2X BUCKS 8'�' 1 3). OPT..- C LOCK(SHEET (WHEN USED)SHALL BE DESIGNED FIN ANDIOR FA An 63 TESTED UNIT TO PROPERLY TRANSFER LOADS FLANGE REMOVED INTE�1(1�_).1 31 LOCATION:6-618" IN-FIELD K)R FROM SASH END. STRUCTURE.WOOD BUCK WEEP DESIGN AND INSTALLATION IS THE JI NOTCHES AT so RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN tE EACH END, NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTIONS PRODUCT RRVIS151*1 ns mqd�ft'lilh A�u fkolk'_� OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL 114'MAX BEADING TO BEADING, (INTEGRAL FIN/FLANGE REMOVED) 1luildinp Code INTEGRAL FIN INTEGRAL FIN INTO METAL 1'� 0 SHIM FRAME SHOWN .........:;. Re�i.�d By. Dofe: Ravislon; Dy 27"X 1,25'WEEPKOLE 03ew1covER 0 2.6r A.,I..d By: Dot.. R-falo.: FROM!EACH END. T VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, EDGE DISTANCE WIDTH ),..n By. EMBEDMENT AND EDGE aD D.-6pf,*..: @SASH:BUCK WIDTH J-CHANNEL&INTEGRAL FINJ ROSOWSKI DISTANCE PER SUBSTRATE, @ FIXED LITE:BUCK WIDTH-4-3/6" SEE TABLE 3;SHEET 2. EMBEDMENT Dot (SCREW SHOWN) HEI 1070 TECHNOLOGY DRIVE nee: INSTALLATION OPTION 5 VERTICAL SECTION D-D 13UCK HEIGHT12 3-15/16' N,VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 :''� ...... . • (941)-480-1600 ANCHCRFD THROUGH INTEGRAL FIN Roy. INTO 2X WOOD FRAME OR BUCK- ki'�NN '�.E, CERT. OF RUTH, 29296 SH-5500 NTS Sheet: OF 13 'M'D"-S'H 5500-0 1 A STRIP.SEE NOTE 2.THIS SHEET. P.E.MIII1760fts —� 7/8"NOM. 718"NOM. I+— .—�{ 718"NOM. �{ 718"NOM. 7/8"NOM. I+ VA VA 5/16"A/A PVB —� 5/16"A/A PVB I 5/16"A/A PVB I 5/16"A/A PVB I 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE— 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS-- \ 1/8"A GLASS a EXTERIOR a EXTERIOR y a EXTERIOR <11 EXTERIOR <�E \ \ XTERIOR 76-79 76-79 76.79 76-79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —�{ 7I8"NOM. I+— --►{ 7/8'N M. I•�— —►{ 7/8"NOM. I+— —� 7/8"NOM. 718"NO �- 5116"H/H SG I I 5/16"H/H SG I 5/16"H/H SG I I 7/16"A/A SG I 7/16"A/A SG 7116"AIR SPACE 3/8"AIR SPACE A\\ 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS \ 1/8"T GLASS� a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR EXTERIOR 76-79 • 78-79 - . 76-79 76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 --�{ 7/8"NOM. —� 718"NOM. I+— 7116"A/A SG I 7/16"A/A SG 112"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 BITE TIP. '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHAN72 O 74 •INTEGRAL FINNEL FRAMOR ES EXTERIOR a EXTERIOR GLASS TYPES 5,7,9,11,13 76-7s 76-7s — 31 8 15 MAY NOT BE USED IN EXTERIOR 75 • THE HVHZABOVE 30'• PRODUCTRE\rISED a GLASS TYPE 15 GLASS TYPE 16 %ildi"D yin devilh HnFlcaidn 33 30 A,=pinno.Ivo 03 Revised 8 Dole: Espimtion Dnt. y R.vlsl.n: c 2D2d o ",,• Ivh."my�Ondu Pmduci Cam(ra-•l • •'�'��" Revised By: D.le: Revlafon: v I I � °• •" GLAZING NOTES: .. "A"=ANNEALED TYP. GLAZING DETAIL -H"=HEAT STRENGTHENED a D....ipllon: Drawn By: — 'T"=TEMPERED ® (t -'1� GLAZING DETAILS J ROSOWSKI "PVB"_.090"BUTACrrE PVB BY KURARAY AMERICA,INC, .I;1, I •;,;:!_'" 1070 TECHNOLOGY DRIVE Till.: Dote: "SG"=.090"SENTRYGLAS®BY KURARAY AMERICA,INC. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/16/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. '.� ,�,j,.""•-• ., - (941)-480-1600 Sanes/Madel: Scale: Sheet: Drcwing No. Rev: A L dEWAIlU5 Pt CERT. OF AUTH. /29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A TABLE 5: _._.._. TABLE 6: TABLE4: _ or..Tvpe Bell..Seen x e oa.adilm fa pkvn sal.Wlahl Design Pressure,Ibslfl Oloee Types Design Pressure,tbslfte ' oto..Types Design Pressure,18sR1 9 9 6,9,T 6 0 Reinf.lawl Ft.neght h.irnv Range(m) wBak 6,T&8 Hal4hl Shown V Io 48' +""52125•• +05.0/•70.0 +l-50,0 R.I.I.101704 2345 Egva}fde 11.394 70.6 .0 Relnt.Levet pf For all xlndmv6 posh elxos --- 17-15.870 +05.0 „70.0 +85.° -70.0 P2 Fot ell W.dvv eud sosn slxae 8landeid C.Ilape 14.5 ' 28 Eq.il4o 41,543-14.510 +85,0 -70.0 *959 -Too SEE TABLE 9,SHEET 8 FOR SI.Med Pro- 11.371-11.542 +05.0 .l.e '-Me •70.0 SEE TABLE 10,SHEET 9 FOR ' ANCHOR GROUP AND QUANTITY. Taea.1 23,Si7-2525.209 +05,0 -Too 485.o ao.e ANCHOR GROUP AND QUANTITY, Sierded Cafege 20.958-23.510 +05.0 .70.0 +85.0 .70.0 37.375 Eq.ilAa 17.517-20.837 +850 70.0 .84.0 •70.0 L-, o S1aMeN ProAan H.517-17.518 +65,0 •70.0 485.0 •70.0 shale.( 11.377-14.610 +05.0 •80.0 +05.0 •70.0 Talent 27,563.31.811 465.0 -70A +85.0 •70.0 gn10m 61. 20,617-27.682 1-05,0 -70.0 1 485.0 1•70.0 Q SlandenrCa[ee. 23.517-28.518 .05.0 •70.0 065.85.-0 •70.0 HEADER 44 Equal.11. 20517-23.516 165.0 -70.0 +65.0 •70.0 HEADER slanda,d Pt 17.5t7.20.618 465.0 40.0 16SR -70.0 23 c t.m Ske 14.517-17.516 +05.0 •70.0 lose a0o 23 o 611000. 11.387-4...519 +85.0 -70.0 +84.0 40.0 [Ux'�•� Ta0os1 31.693-354671 185.° •70.0 +85.0 •70.0 86.d.mlCdlsee 20517.34.502 165.0 -700 185.0 •780 Equ4M3e 20.51T-20.516 165A Me ^155,0 70.0 o MEETING RAIL e8 SlaMad P.OA.,v 17.517-20.516 105.0 70.o i65:o 40.0 r p O MEETING RAIL C.1-Ste. t4.51T-17.516 1650 -70.0 +85.0 •70.0 U 20 ° c t..sue f2.517-14.516 +85.0 .70.0 .650 •70.0 27• ° ETE_ siw24.t ft,377-12.548 4850 -70.0 165.0 98.0 EE%TERIOR a Teleal 33,208.37,M .05.0 -ro.o 40.54. 40.0 - q SmWe'.Ca(aps 26.517-]3207 485.0 -70.0 +BSA -70.0 O O .�3 E,.WA. ]3.517-28.518 .05.0 -TO.e +05.0 -70.0 23 JAMB a9.oz5 cK .1- 20,5/7.23.610 .45,0 -70.o .85.0 •70.0 JAMB EXTERIOR SASH 6medeid chef- 17.517.20.510 105.0 -70.0 +85.0 -70.0 EXTERIOR custom 5l.e 1433-42518 .65.0 .TO.o +65.0 .70,0 SASH HEIGHT .nem St., 12.617-14.514 •as.0 •70.9 +65.0 .70.0 �, - HEIGHT shaeesl It377-12.518 +05.0 70.0 +65.0 70.0 T.11.1 38.517-41.044 .BSO -T0A t05.0 •70.0 Sl.ded Cal.g. 31.517-30.548 +050 .70.0 4 Q 23 pp 23opPoA 23.517-28.518 +45.0 •100 aS.Y 70.0 SILL D U .�r asmm Sae 2250-23.616 105.0 .70.0 495.0 -70A SILL (( Custom Sire 17.517-28516 +05.0 .70.0 +05.0 40.0 U Custom St.. 14.517-t7.516 +85,0 -70,0 +85.0 .88.4 cnwee Six. 13.017-14.510 1050 .70.0 4850 47.3 8h d.1 14.00t-13.016 +050 •70.0 +65.0 X09.5 Telles( 3951T.41.014 465.0 -70.0 465.0 Joe 0 o aa(..size 35.517-39,s16 +85.0 400 465.0 -780 Egwl4il. 35.517-30.318 +65.0 .700 +GSA -700 is am4m51.a 32.547.35.515 .65.9 .70.0 :659 -70.0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH sl.ad.m Pmdmv 29.517.32.516 .65.6 .rah +65.0 •70.0 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 a.m.s.. 26.517-29.516 105.6 .ro.o .es.o ala LEVEL R2 REINFORCEMENT&G_LASS TYPES 5,8,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE swell 25.616.26.516 +65.0 -70.6 -M.0 -66.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Equ.M6e 36.517-11.044 +05.0 .To.o 185.0 .70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 04 401.0 St.. 35.617-38si9 .95.0 .70.0 +6S.o •7.3 CONFIGURATIONS) Sta-ld Pielev Mole-35.510 185.0 -70.0 465.° A9.5 I11t01741CT RI-WISED B1,7 e T.I..t 41A44 +65.0 •70.0 465.0 -Bas es-plyin8 with fhb Ficrids SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. D11i puninit N "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 C.In pl°nt°h1 J('.0- 7 ( Revised By: Date; Revislon: EXpir•efio Delo�(,( �yrlr.f r+. Dy _ hlb-ui)ml9 leroAltcl Con r.rt-l� Revised By: Pete: Ravislon: NOTES: -� - Deacrtpt7on: Dralvn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. DESIGN PRESSURE TABLE J ROSOWSKI -,+�• 1070 TECHNOLOGY DRIVE 711/d Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN `,; �" - (941)-480-1600 Serfas/Madan Scala: Sheet: Grawirsq No. Rar. ON THE TABLE, Ydi L'yNN;MiLti ii;P,E. CERT. 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OBCIDp©OOQmD�D 3.500" 3.500" 3.500" 3.504" •�I.+-- •062" --�II'�- .062" -►'�I .062" --�--ll•-+- .062" a D 1.483 1.-083' � 1.483" � 1.483" A7 ll 060.715" � 1.18-0" �.070„ L o o �000 ^ 1� t�C�l B10 - I�1� "I � � .154 .626' 1 I J•CHANNEL FRAME 825" (�FLANGE FRAME F1N FRAME EQUAL LEG FRAME "'1 1 185 �-•+ 00 --..yy IJ 1.375" . LIGHT SASH O - HO SASH HEAD/JAMB �J HEAD/JAMB 1.375^ O HEAD/JAMB 1,J HEADIJAMB 23 REINFORCEMENTS REINFORCEMENT 3.483" ---;I 3.483" --►{ 3.483" ---►{ 074" -�^I(-+- 1.182^ 3.483" --T T- .070" I(J] 1,036" 1.041 D D ,p62" .791" --II-- -LT .130" 2.444" tl 1.331 �-+- -.r-j 1.344" I-�-- 2.444" 2.444" 2.444' II STANDARD HD MEETING RAIL 27 MEETING RAIL REINFORCEMENT - --«•-�F•n- REINFORCEMENT .625" .625" LLLIII O FRAME SIL r O FLANGE 7,375^ /'1 FINSIL FRAME 1 EQUAL LEG 1.375° FRAME SILL FRAME SILL � �J SILL '`,•J FRAME SILL I 1.872" -'""i �+- 1.641" 1.216" 1.472" 1.565" 1.376" rL 2.176" .065" o a .065" 1.375" / .974" .59 .471" " .035" J .355" Paz .050" .590" .050"� .347 1.231" 1.000" {-*-- .060 .070" FIXED �- BALANCE SASH STOP I LIFT RAIL LIFT RAIL BEVELED BEVELED 10414 19 MEETING RAIL 56 SASH RAIL 17 COVER SB SCREW COVER INTERLOOK 20 INTERLOCK COVER 25 INTERLOCK 22 INTERLOCK COVER ^RODUCT REVISED n,anuplying with tir.Fh4ify :i"rflAing C.odc t�-07r4-. Arcrpinncc Nn _ lSsplrntion.Date�".I�� zQ ,`\{ '••';t/. Revised By: tlote: Revision: 13v (/ � I-I_ I ...i 1.;1�r,' tvh'nnil )�t'rsidntsf'rr• .86A" (--AFL .300" LI"r-moi-- � ,`S,t _,.,..•.rt,..i I' 175' L Ravlsed By: pate: Revfston: .03b' .025" -►^r•+--T r•, k} 0escript7on: Drown By: LAMI IG EXTRUDED ROLLED WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 85 SCREEN FRAME SCREEN FRAME ''..,•i`., - 'Lt ' 1070 TECHNOLOGY DRIVE Rtle: Dato: N.VENICE, FL 34275 SiNOLE HUNG WINDOW INSTALLATION-LM 05/1511 SINGLE ?, "''•.'r'r-,;:,, (941)-480-1600 Series/Model: Scale: Shoot: DrowIng Na. Rev: •,"diLYVViMtLLER,P.E. CERT. OF Al1TF1. (/29296 SH-5500 NT5 11 OF 13 MD-SH5500-01 A P.E.N 58705 TABLE 12: TABLE 12,CONT.: SILICONE #AN ELT BUTYL Bill of Material Bill of Material,cont. STRUCT # Part# Description Material # Part# Description Material STRUCTURAL SILI p 3/18"NOM. POLYiSOBUTYLEN 1/4"NOM. 1 620101 Single ung Frame ead&Jambs-J-C anne! PVC 5 720197 Auto Lock Mechanism C Steel WITH DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast .Tint DESIC 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Look Cover Assembly Cast Zinc EXT.GLASS EXT.GLA 4 620104 Single Hung Frame Head&Jambs-Equal LeglBox PVC 48 76X118OPTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SHIDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SHIDH Frame S18-Flange PVC SO 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SHIDHFrame5111-Fn PVC 51 420181 UR Beveled Till Latch Comer Key PVC —INT.GLASS .GLASS 8 620108- SHIDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail-nit Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6x 3/4"Ph.FH SDS(Comer Key Screw) SS KODiSPACE SUPER 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC rs 4SG TPS �� SPACERUR NXTT11 17 620134 Balance Cover PVC 55 420184 Ttit Latch Retainer PVC ------ 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOLY150- DESICCANT FILL AREA BUTYLENE 21 620157 Beveled interlock 6005 T5 Al 59 420180 Piwt Bar Comer Key PVC 5116°NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pfwi Bar SS 5116^NOM. SEAL BUTYL& /—SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zlnc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 TS At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS O 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858E #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.167"X.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone iNT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.22tl"Finseal 75 71646N Selling Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM 35 78X1MTTT 48 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum Ts DU Ts XL EDGE'"' 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Corner Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key With Pull Ring X2 PVC 40 720)N= Constant Force Balance 84 47041 Screen Corner Key without Pull Ring X2 PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635161614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78Xi14FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 41085 Part# Description Material 76 Kommerting 4SG TPS Spacer System PPODUcr ru.vlsED 77 Quanex Super Spacer nXTvAth Hot Melt Butyl See this i5 i db,r code ettn thn Fr aian Sheet for t in8R0,r.-Cade 1 G.,C>7 t4 78 Quanex Duraseal Spacer Materials A�mnnmcello �� iixpirntiaa rnieti,,Tv1--'3 '9A?.o 79 _EaX.Edge Spacer :;.. Revr,ee ay: Dote: Rev)AD ,i.,. Rfr �J� x REFERENCE TEST REPORTS:FTL-8717,8966 S 8970 ..,. - J R 05105116 A)ADDED SPACERS NtinmT/i).+d¢Prod�ai Cwrtr�t`� �;' Revleed By: Dale: Re Won: :7. DesarlPtton: Dro n 8y: c�rlcd " BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE TiNe: to N.VENICE, FL 34275 SINGLE HUNG WiNDOW INSTALLATION-LM 05/15115 NOTES: ,'...�.?';'' (941)-480-1600 1)PVC BY ROYAL WINDOW.AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. .k Series/Model: Scala: Sheet, Drawing no, Rev: A.LYf'{h(tlrtttt`ER,'P.E. 2)ITEMS#9-13.15,24,28,29.34,39,61,62,69-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. KEA 58705 CERT. OF AUTH. #2929fi SH-550D NTS 12 OF 13 M D-S H5500-01 A OPT.SWEEP LOCK t•., O 46 * qg OPT.AUTO LOCK i 18 20 ' 57 OR58 48 f 51 OR 52 I i115 45 55 1 I i OPT.PULL RAIL I je i 22 82 OR 84 �� 10 INTERLOCK 8 COVER J •\ o ] 56 - i I O 87 0a I I 35 8 I ! I Q� OPT. 1 I ! 9 21 BEVELED MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 16 ! '�. 8 COVER FRAME WELDS ` O 18 72 X4 ! 54 ..,I r,`.•, 50 72 X4 sl ti 5390 OR 44 O 14 ; NGE '•. p•�{pGN_ 49 SCREEN\ p 60 -_ OPT.PULL HANDLE ASSEMBLY Q �• 64 WITH LATCH ' 41 40 CONSTA TFORCE ;:''� 65 1g LS 82 OR DETAI BALANC 83 OR ,J / 40 OR 43 --(:42:e SPIRAL BALANCE OPT.PULL HANDLE s 63 67 1 16 ' L� MITERED FRAME WITH SASH INTERIOR AND EXTERIOR ASSEMBLY _ FRAME WELDS ss ♦ 38 DETAILS `•�.\� EXTERIOR, 53 38 . --------' O A HES TOBAWNCE - ,I ,- _____________ ....- 53 ns ramp)•in will I{,iFimldl!•., FRAME - n 4) Csuitdin9 Cole Ac,rpinnaa Nnl �!4� •Q3 rapirmifm a IeJ" Revised By. Date:ASSEMBLY �' :: ' r Rewsron: 17i T �•finm' lode 1>tiypp:YCmI .Y ) DETAILS Revised By: Date: Revlslon: Descripflom Drawn By: NOTES: EXTERIOR IK6 EXPLODED ASSEMBLY J ROSOWSKI Tit 1)SOMC•PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 1070 TECHNOLOGY DRIVE r, Date: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1 8 5.OTHER FRAME TYPES APPLY. • (941)-480-1600 d 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7. �'',' 'i. �` Series/Model: Seale: Sheat: Rav: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. ,/' 'IYNN.MILLEIi,P.E. browing P.E.#58705 CERT. OF AUTH. #29296 SH-5500 NTS 13 0F 13 MD-SHNo. 5500-01 A v z i v SMt'+H05, 13 x , BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications F8C Staff BCIS Site Map ( Links Search f£� Product Approval •USER:Public User P-odurt Anprfy,Il Li.n, >Prygr ;piirr_t an S_arch>iineli5;n,',ion L; >Application Detail FL# FAPoved Application Type Code Version Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer (:::Live Address/Phone/Email North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category (iii s'9 rY for Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 Summary of Products FL# Model,Number or Name Description 251.1 i SGD-670 (Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes '- Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade CountyNotice of Acceptance PL1. ;1 - R28 " ? ."'" ,-> (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 'SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL'.51 R2s_< ;; f: s,<,-0}2 1tn -.............................:........_......---....__.=.......:_.......__.._..—== Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance , i'L.2.5 R28 [` 16-",-,29_1.j_ (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-680(Non-Impact) I Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1251.,.._18 :. - Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FI-21I F_ ,.�._ "- ' (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 Q 2 CAA_ 1A-0629.05_-__P' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL61 P28 1'1 62Q.Q6.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD-770HP(Large Missile WinGuard Aluminum Sliding Glass Door i Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C C rC :°, ri ; ri7,,rf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure: N/A. Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance 171-2_51 (28 II C i629.Q7 rc f (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile WinGuard Aluminum Sliding.Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2, 1 �%S C CA i i}>, „.... Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance _1.,2..51 R28_____0i2.g.._r;.jLji (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports __ _ Created by Independent Third Party _ 251.7 SGD-780 (Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes (1.,2.51 228 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance Q (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F''i_2`I. P.)S :'.0 :15-^;its.?.i F:;i'..r„!` ............__._..._._..._...................... .._........... Approved for use outside HVHZ:Yes QualityAssurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance Fl._2_51__R2£,__.=.I S_ ili; I;O.D .Zif (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 ;SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 8..251. P,28 C Ct,_ LM.!�d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL.2. 1 R28 ” 1.5-0612,Q,6!_"-l.rst (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 i SGD-3030(Small Missile Impact) I Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2.51 R28 C CAC 1.5-0612.07 SM,xf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance ,_,. ,,,._,__P,20=.__S,C?j;t,%_i=_>h`�_rxl` fl7`1 _ (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-*CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r Q1'z"uk - 2b1 13.,Q.; X' SGD 5417 Non-ti t"act Vinyl SlidingGlass Door �._ 71 Certification Agency Certificate Approved for us :Yes FL25.4. R9S C ^AC 1 i-1210.02.^r#' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251. 1228 =1 -15-1 i1GJ'_)2.i;rlf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing.information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 i SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes H-2.51 CC6, 1512?.f_" f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL2,51 R28 II _5-3.210,01•L2df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: .. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850_487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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: K199 rolCard Safe M AMU �E MIAMI-DADE COUNTY t PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velociane Zone. DESCRIPTION: SeriNI: "570' ny!Sliding Glass Door(Reinforced)-N.I. L- APPROVADOCUbrawing No.SGD-5470,titled"Vinyl Sliding Glass Door NOA",sheets I through 19 of 19,prepared by manufacturer,dated 10/05/15, signed and scaled by Anthony L.Miller,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. See table I(sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 4)and anchor requirements. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated (Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 915-0409.04 and consists of this page 1,and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plaseneia,P.E. NOA No. 15-1210.02 MIAMI DAD;COUNTY Expiration Date: April 21,2021 Approval Date: March 3,2016 L Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-01OZ 09) 2. Drawing No. SGD-5470 titled"Vinyl Sliding Glass Door NOA", sheets 1 through 19 of 19, prepared by manufacturer, dated 10/05/15,signed and sealed by Anthony L.Miller,P.E. B. TESTS 1. Test report on 1)Air Infiltration.Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure`fest,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Forced Entry Test,per FBC,TAS 202-94 along'with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No.FTL 6637(samples A-1 thru A-5),dated 11/19/10, signed and sealed by Jorge.A. Causo, P. E. (Submitted tinder NOA No. 11-010 7.09) 2. Additional test report No.FTL 6638(samples A-1 thru A-22)per TAS 201/203-94, issued by Fenestration Testing Lab,Inc.,dated 11/19/10,signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.04) 3. Additional test report No.FTL 8717,issued by Fenestration Testing Lab,Inc.,dated 12/07/15, revised on 02/15/16 and 02/24/16,signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 4. Additional test report No.FTL 8546 issued by Fenestration Testing Lab,Inc.,dated 11106115, revised on 01/04/16 and 02/11/16, signed and sealed by Idah-nis Ortega,P.E. (Submitted under NOA No. 15-1210.01) 5. Additional test report No.FTL 8547 issued by Fenestration Testing Lab,Inc.,dated 12104/15, revised on 02/15/16,signed and sealed by Idalmis Ortega,P.E. (Submitted tinder NOA No. 15-1210.01) 6. Additional test report No.FTL 8548 issued by Fenestration Testing Lab,.Inc.,dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab,Inc.,dated 12/04/15, revised on 12/04/15 and 02/11/16,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-1210.01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab,Inc.,dated 12/04/15, revised on 02115/16,signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT,dated 12/09/15 and last revised on 02/15/16,signed and sealed by Anthony L.Miller, P.E. Jorge M.Plasencla,P.E. Pr duct Control Unit Supervisor -1210.02 NOA No.15 Expiration Date: April 21,2021 Approval Date: March 3,20.16 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 1. Glazing complies with ASTME-1300-02, -04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their`Brown Coated (Painted or Laminated)White Rigid PVC", expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A),'10-06-M0527, 535753-09, per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-010 7.04) F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5'h Edition)and"No financial interest",prepared by PGT, signed &'sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.04,issued to PGT Industries, for their Series"5470"Vinyl Sliding Glass Door(Reinforced)—N.I.", approved on 06/18/15 and expiring on 04/21/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.02 Expiration Date: April 21,2021 .Approval Date: March 3,2016 E-2 'SERIES 54.70, NON-IMPACT RESISTANT SLIDING GLASS DOOR BLEA: o 0 Group Anchor Substrate Frame Member Min.Edge Min, MIN.OF 3 THREADS 1 INCLUDING POCKETS &900/1350 CORNERS p Distance Embadment BEYOND THE METAL P.T.Soul ern Pine. ea SIV/Jamb W 6' e` SUBSTRATE.METAL GEfy=RAL NO7E5: (S0=0.65 P•hook a/ts' 7-318' SUBSTRATE TOWEET MIN. t05)steel SMS 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET M1D. Aluminum,61163-75' .Haed15111ok 319' 118' STRENGTH AND THICKNESS (05)or410 S.S. ^_}DCSIGN PRESSURES: � Sh15, 0.126'min.Ihlckneee) P-hook 318' 116' A.NL_GATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min.11 Steel,A38' Hesd1SIIVJamb 318' 0.060 REQUIREMENTS PER B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. A ihreadel'n) 1.060'min.thickness P•7ook 316' OMIT CURRENT FLORIDA BUILDING 5)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, Sisal Stud,A653 Or.33' Head/SIIVJamb 3/9' 0.071 14 Ge, CODE AND TO BE REVIEWED 0.071'min,Bdoknees P•hook 319' 0.071'(14 Ga. BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114'One P.T.Southern Pine Jamb 1' 1-318' JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ulltacon (SO=1.65) P-hook t 1-379• 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE., 114•Elco 410 1 P.T.Southern Pine HeadISIIVJnmb 1• 1-3/8' FOR STEEL STUDS, 5)INSTALLATAN SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. I S.S.CreteFlex SG=0,155 P•hook 11 1.318' MIN.FU=45 KSI& 6)REFERENCES(NONS):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD, a M.Blest wood P.T.Southern Pine 7015111/Jamb 9116' 1.318' MIN.FY=33 KSI. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED screw G5 SG"0.65 P-hook 9116' t•78' (PAINTED OR LAMINATED)WHITE RIGID PVC NOA Concrete P•toak 1' 1.318• REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8652&8717;EXOVA-10-002-792(A)&10-008-10231; 1/4'Eloo (min.2.85 Rol FtesdISIIVJamb 1- 16' 1376' "UNGROUTED CMU"VALUES CAMBRIDGE 535753-09; Ullrecon U groNad CMU, Iamb 1• 1-114' MAY BE USED FOR GROUTED 7)T'r'IS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE ASTM G90 P•amb P 1.114' CMU APPLICATIONS. i UnASIMd CMU, Jamb 1-374' 1-114' HIGH VELOCITY HURRICANE ZONE(FtVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION _ 114'Etco 411 ASTM G90 P•hook 1.314• 1-1f4' EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS,(COMPONENT REQUIREMENTS). C S.S.Crete Flax Concrete HeedIsllVJamb 1.3/16 1314' IMPACT RATING i 8)DOOR S2ES MUST 3E VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE, min.3.35 kei P"hook 1' 1-3/4' NOT RATED FOR MISSILE -9)DRA'1N!I`JGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. Concrete Hea(lSlll/Jamb 1.1/r 1319' M)HE 1,470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. min.2.22 kel P•hook 1"712' t-3/s' IMPACT RESISTANCE V41'Elco 18-8 (min. CMU, Jamb 2' 1-114' DESIGN PRESSURE RATING S.S.Aggre•Galor ASTM G90 P-hook 2- 1-1/4' ANCHOR NOTES; S.S. Southern Pine HeadISIIVJamb V 1-318' SEE TABLES 1,2&B1,B2 1)FOR CONCRETE/CMU SUBS7RA.TE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY SG=0.55) P-hook 1• 1-316' ON SHEETS 7&8 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Concrete HeadISIIIIJamb 2.1/2' 13/8' REQUIREMENTS. 1/4"Elco min.2.95 ks0 P-hook 2-1/2' 1310' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Ullracon Ungrouled CMU, Jamb 2.112' 1.1/4' 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL D ASTM G90 P•hook 2.11r 1"1/4• IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR Concrete HeadISIIVJamb 2.112' 13/4• PRODUCT RENEWED 114'Elco 410 min,3,35 ksl P•hook 2"112' 1.378' as complying with the Florida GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. eanding cess BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE S.S.CrelaFlex U groNod CMU, Jamb 2-712 1.114' NOA-rte. 15-1210.02 REVIEWED B1'THE BUILDING OFFICIAL. ASTM G90 P•hook 2.112' 1.114' Expiration Data 0 4121/2 02 1 4)/,",ETAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED ray BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES.............1 Mlaml ade Ifo Product control 5)1F SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, EXAMPLE CONFIGS..........2 NON-METALLIC GROUT,MAX.1/4"THICK S 3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE INSTALL DETAILS..............3.6 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD 70 SUBSTRATE.IF DP/ANCHOR TABLES........7-8 SUBSTRATE IS WOOD,30f1 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS EXAMPLE............................9 APPROVED BY THE AUTHORITY HAVING JURISDICTION. GLAZING DETAILS............10 STANDARDS USED: ANCHOR LOCATIONS 11-16 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17 INSTRUCTIONS: ASTM El 300-09 EXTRUSIONS.....................18 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................19 1711 l t l r/1 THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 �� LYNN toll DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. AISI-S100-07/S2-2010 PARTS LIST........•..•........•...21 ��QCT(,,•• "' ••�FR . ENSE 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE � ��C •,.� NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED e:' 5810y WIDTH AND/OR HEIGHT. VINYL SLIDING GLASS DOOR NOA 10105115 :3c: ND• 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, (y THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM GENERAL NOTES a� J ROSOWSKI EDGE DISTANCE. ®' < Q 0 '• Siff" 0� �U: 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED CERT.OF RUTH.t[292 go plc FtGR1T DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE s m '/�`SSIU�IA1 INSTALL AS PER THE GUIDELINES OF THIS SHEET SET. �� r7 1 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. N.VENICE,FL 34275 1 r r r r t I 1 (941)-480-1600 SGD-5470 NTSIII 1 OF 21 i MD-5470.0 £ A.LY.EII M68705 P.E. P.E.e 66705 MAX.UNIT WIDTH MAX.UNIT WIDTH — MAX.UNIT WIDTH -► NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH MAX.UNIT WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 _1 ^r , PER TABLES 1&2 ' I MAX*UNIT / I NIT / / I� MAX.UNIT ' �� MAX,UNIT Io HEIGHT I� MAX..HEIGHT / / HEIGHT HEIGHT PER TABLES 1&2 g PER TABLES 1&2 / / PER IN PER TABLES 1&2 1� I, - �I I� ITABLES 1&2 Mcm, �MICItF.f IN PJCNET IN J J ...t\r J 1� J 1-PANEL 2=FANEC�. d'I' CONFIGURATIONS 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS ifh CONFIGURA?IONS MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTHNOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH E PER TABLES 1&2C " PER TABLES 1&2 PER TABLES 1&2 7- 1 r --I t MAX.UNIT b g MAX.UNIT I 3 HEIGHT /� SEE MAX.UNIT 8 e I / NOTE HEIGHT O I HEIGHT O M I� PER 's Ei. PER TABLES 1&2 / I PER TABLES 1$2 / / / / / w TABLETS 1&2 M.L 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS omsiOeconNEORc romERsioewrwEnsiti iun MAX.UNIT WIDTH MAX.UNIT WIDTH PRODUCT RENEWED as complying with the Florida NOM.PANEL WIDTH NOM.PANEL WIDTH NO ding lode 15-1210.02 PER TABLES 1&2 PER TABLES 1&2 1 7 ---- -- -� Expiration Date 04/21/2021 p I i r O I By MAX.UNIT ' a I MAX.UNITs �" I Id Mlaml-O Product control HEIGHT1 HT PER TABLES 1&2 / /, / µ / 112 2 PER AB ES 1&2 I o mcxeT I / POCKET I . J J 7-PANEL CONFIGURATIONS8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X'=OPERABLE PANEL 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0"=INOPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" NOW t III IIP LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(P)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXP.OXXX IN ,P,= DLO HEIGHT=DOOR HEIGHT-11-1/16" � �LYNN! POCKET CONFIGURATION CAN BE OXXXp, POCKET a PANEL HEIGHT=DOOR HEIGHT-2-1l2' •'�W:I�se q e : zc 2)90-A 135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA 10/05115 ''!< No.5,87�95�.. EXAMPLE CONFIGURATIONS 3 POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ym JROSOWSKI b': uj` REVIEWED BY THE AUTHdRITY HAVING JURISDICTION. DETAIL LETTER ® � , sv E of 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. CERT.OF RUTH.428400 m m J%�T��•. ® 1070 TECHNOLOGY DRIVE ��°`S101Jf��• �`� 6)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' N.VENICE,FL 34276 SHEET NUMBER (941)•480-1600 SGD-5470 NTS 111 2 OF 21 b$ MD-5470,0 £ A.LYNN MILLEti,P.E. REA 58705 DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRU IX WOOD,- ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 CONCRETE/CMU PER INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE METAL ANCHOR REQUIREMENT FRAME WIDTH SUBSTRATE 114"MAX. REQUIRED IF DOOR t9 TYP.ANCHOR TYPE, HEIGHT IS OVER 96' 21 38 EMBEDMENT AND94 MAX26'O.C. 2 94 :k i z EDGE EDGE DISTANCE PER �(l SUBSTRATE,SEE 7 -1% . 74 o o �Lrq DISTANCE q TABLE A,SHEET 1& Q eg e NOTE 3,BELOW DAYLIGHT tg NTERIOR z7 2e OPENING 26 — —— qo I WIDTH P 33 o p -- d EMBEDMENT o a4 6 EDGE EDGE DISTANCE,,A./ xa 61 °; 26 1 6x EXTERIOR o DISTANCE 94SEE NOTE 6, SEENOTE 6, 1 1 25 26 27 2B 1/4"MAX. --I 1X OR 2X WOOD � THIS SHEET I SEE NOTE 6, THIS SHEET / BUCKSTRIP,SEE I THIS SHEET EMBEDMENT ANCHOR / / NOTE 4,SHEET 1 SEE NOTE 6,THIS SHEET 29 L_____ #3 X 314"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE, PLATE AT / ea PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND EVERY / HORIZONTAL SECTION(XXX SHOWN) 9"&12"FROM ENDS(FACTORY INSTALLED). _ EDGE DISTANCE PER ANCHOR LOCATION DETAIL C2 DETAIL D2 DETAIL B2 TABLE A,SUBSTSHEET E& DETAIL A2 ,. INTERLOCK INTO MASONRY ——_ — ASTRAGAL — NOTE 3,BELOW FACING INT. 2X WOOD BUCKSTRIP OR INrozxwooD tg REauIReDIFDDDR EMBEDMENT `�� FRAMING,SEE ANCHOR 96 DAYLIGHT2191 HEIGHT IS OVER 96' 1/4"MAX. NOTE 3,SHEET 1 OPENING 22 q 0 INTERIOR I PRODUCT RENEWED WIDTH EDGE I 1 as complying with the Florida DISTANCE 1 I I.IDA- .code TYP.ANCHOR TYPE, SEE NOTE 6,THIS SHEET 7 y n NOA-No. 15-2110,02 EMBEDMENT AND 4� 2e R@)(BOR 25 Expiration Date 04121/2021 EDGE DISTANCE PER c7 0 93 x3 e TYP.ANCHOR TYPE, 1 ey SUBSTRATE,SEE EMBEDMENT AND miaml-D de Product Control TABLE A,SHEET 1& a 31 p q P EDGE DISTANCE 1 NOTE 3,BELOW PER SUBSTRATE, 1 SHEETSEE TABLE A, EDGE d L� 1&NOTE 3,BELOW 00 DISTANCE `\\\n\1 I EXTERIOR h— 1/4"MAX. L_ PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAYY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED NOTES ANCHORS,ESEELIP& INTERIOR D E EXTERIOIOR DIRECTION. a\ 1l- 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENTTYPES ISEE NOTE6,THI5 SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. `;'v\c'NSE 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTIIES, G97G5 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,,FOR ASTRAGALS,FIXED I No. ANCHOR QUANTITIES,SEE TABLES 1&2. STILESAUD) zs ze VINYL SLIDING GLASS DOOR NOA 10!05115 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED A7 ALL HORIZONTAL PAILS 111 — 1C1 INSTALLATION,HORIZONTAL X-SECT. m J ROSOWSKI 6 U7' FRAME ANCHOR LOCATIONS. o %"fitF 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. ., ��yµt0!• �C� 8)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR CERT.OF RUTH,ft29298 o .;( ........ <C; INTERLOCKS m m 4101`1 f\1, REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DRIVE THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS, STANDARD HD N.VENICE,FL 34276 7)SEE SHEET 20 FOR SCREEN DETAILS. 8 g A.LYNN MILLER,1.E. (941)-480-1600 SGD-5470 NTS 30F 21 h� Mb-5470.0 pE M66766 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E21 DETAIL E31 DETAIL E41 rFN_TOM_A5_G_NR_Yj AND EDGE DISTANCE PER IWO METAL DADE APPROVED MULLION,P60 r-Ix_3_UcK5R1P SUBSTRATE.SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL I&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETtICMU EDGE NOTE 3,SHEET I ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, /—SUBSTRATE,SEE TABLE A,SHEET TABLE A,SHEET 1 PER ANCHOR DISTANCE EDGE I&NOTE 3,THIS SHEET EDGE REQUIREMEN•T DISTANCE DISTANCE EDGE DISTANCE EMBED- MENT EMBEDMENT EMBEDMENT EMBEDMENT BE VERTICAL SEE SUBSTRATE E SU 'Sj TABLE A EDGE DISTANCE T 1/4"MAX. B1/4"MAX. 1t4"MAX. 114"MAX. 114"MAX. 1XOR2XWO0D BUCKSTRIP,SEE 60 TYP.ANCHOR TYPE,EMBEDMENT AND TYP,ANCHOR TYPE,EMBEDMENT AND ANCHOR NOTE 3, EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE T SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET 33 NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LOCKSTUS, 2)REFER TO ANCHOR NOTES,SHEET i. ASTRAGALS, LOCATION&SPACING, FIXEDSTILES 3)SEE SHEETS 11&12 FOR ANCHOR DLO WIDTH=NOM.PANEL WIDTH-8_9116" AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTIT15S,SEE TABLES I&2. 1Y' HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM 418,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-111 FAILS PANEL HEIGHT=DOOR HEIGHT-2-112" ANCHOR PLATE AT CENTERLINE AND Y,FROM ENDS ALL FRAME ANCHOR LOCATIONS. EVERY ANCHOR (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS, DAYLIGHT IGHT 0 PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING LENGTH OF THE EXTRUSION,REFER TO TEST REPORTS FOR PRODUCT RENEWED FRAME SEE HEIGHT EXACT DIMENSIONS. as compi Ing with the Florida HEIGHT HEIGHT NOTE 61 VARIES WITH THIS SHEET Building lode REQUIRED NDA-N.. 15-1210.02 EXTERIOR POSITIVE Expiration e04 21/2021 DESIGN .390---1 1--25 By 62 PRESSURE, .390---1 1-- t7 MI.m Dao roduct Central SEE SHEETS I EXTERIQR 111 OR 1 7&e. .390,E F-- 2.947 28. 2.370 j JL11 4.041 33 1142 SH 4 114"MAX. 42 .823 3.46 GROUT AS 9 VV-#43-45 ALSO APPLY 1.917 93 NEEDED,SEE 13 so 60 060 ANCHOR NOTE 060 060 0 16 2 112 2 112"-TOTAL ,000— -l- 6,SHEET i 1/4MAX. ;ILLHEIGHT az RISER aSILL RISER eSILL RISER @ SILL RISER \"p-(01NIN "I ( 24 ( ( /2"TOTAL 3-1/2'TOTAL 4-1118"TOTAL (4-61W TOTAL A SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) p -eFp EMBED- EMBEDMENT tJr,51170.5 DISTANCE VINYL SLIDING GLASS DOOR NOA 11110105/15 MENT S SLIDING INSTALLATION, VI ED TYP.ANCHOR TYPE, TYRANC R TYPE, VERTICAL X-SECT. ROSOWSKI TAND 1111 NCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDM DISTANCE EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DIS ',.41on. "A. PER SUBSTRATE, NOTE 3,SHEET I PERSUBSTRATE DENT.OF AUTH.#29296 CONCRETE/CMU SEE TABLE A, SEETABLEA, ' rio-10—TECHNOLOGY DRIVE PER ANCI IOR )DETAIL F11 REQUIREMENT SHEET 1&NOTE 3, 'DETAIL F21 SHEET I&NOTE 3, N.VENICF-,FL34275 A.LYNN MILLER,P.E. INTOMAsoNRvTHIS SHEET THIS SHEET jSGD.5470f�NTSj 4OF2`1 120 MD-5470.0 P.E.#168705 Ti .. .INTERIOR.. 35 T1 Q d 2, INTERIOR 4 &R 26 69 16 OR 20 37 96 MAX1S.81O.C. INTERIOR MAX3.6.O.C. ,e c 1 33 t9 98 SEE SHEET 19 6. 36 INTERIOR DETAIL H2 I��I—VIII P 70 00 SEE SHEET 19 EXTERIOR 00• �1�J o fir' OUTSIDE CORNER t5 O❑ 40 O a3 90° Q L E�RIOR O •p f��O 26 R 26 t �0 9q MAX 18.5.O.C. EXTERIOR Yu EXTERIOR 37 ❑LLL!!!"' 196° V 41 Q OO 90° 39 q o DETAIL G1 33 tis �90 DETAIL H1 MAxtes o.c.91 _ [DO INSIDE CORNER OD INSIDE CORNER q0 — o EXTERIOR INTERIOR qi MAX 3.6.O.C. 69 EXTERIOR 19 90 f1 q SEE SH EET 19 �7 PRODUCT RENEWED La) as complying with the Florida 13 OO ng Godo NOA- NOA-No. 15-1210.02 135° 4 r>plratlon Dat 41 112021 INTERIOR 6y Mfami-Da04 Product Control �iOR c� 2 0 oar NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ^ 2)SEE SHEETS 14&16 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR zs R 20 tut t QQ� QUANTITIES,SEE TABLES 1&2, 33 38O 3)CORNER ASTRAGAL MAYBE EITHER TO THE INTERIOR OR EXTERIOR, \`\ `.CFNSE o1/4�� DEPENDING ON CONFIGURATION. ti DETAIL G2 MAX 18.6'O.C. EXTERIOR 8No.58705 136• SEESHEETT10'9 VINYL SLIDING GLASS DOOR NOA 8 10105/15 OUTSIPE CORNER 60 . CORNER ASTRAGAL HORIZ.X-SECT. ,3 J ROSOWSKI < a '� ' ST•vc a"'' ',�l/: CERT.OF RUTH.029290 1070 TECHNOLOGY DRIVE r1 zS/ONAC;�``\� N.VENICE,FL 34275 A.LYNN MILLER,I.E. (941)-480-1600 SGD-5470 NTSTIT 5'OF 21 MD-5470.0 a pE pILLER DETAIL 11 DETAIL 12 OPTIONAL NON- IINTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR L Q EDGE CONCRETEICMU INTERIOR POCKET ;.�' ' tNY to R 91 21 n TYP.ANCHOR TYPE,EMBEDMENT PER ANCHOR JAMB ,. DISTANCEREQUIREMENT. 33 ze R z7 AND EDGE DISTANCE PER :'.'•% SEE FIG L SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST THIS SHEET 30 o SHEET 1&NOTE 3,BELOW '.' F.;,.,• FIGURE 1,INTERLOCKS AT POCKETS: INCLUDE A NONSTRUCTURAL, FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE \ 10 OPT. POSSIBILITY OF WATER 21 '.'• •. c� INFILTRATION. 1/4".MAX• '. ANCHOR 31 �q 19 EMBEDMENT hYgq` t.'; — 17 OPT. .,:• t ..� t7 OPT. _ POCKET BY OTHERS,SEE NOTE 6 BELOW. EXTERIOR } d ` MEN.. xrERio ''' 1� EXT�E�a OR q o FOR DOOR HEIGHTS OVER 96" R i; '. OPT. 1/4"MAX. '.. .•,..".; ; ' 21.9,. c, ANCHOR 1s 97SEE FIG I MAX.O,C. TYP.ANCHOR TYPE,EMBEDMENT CONCRETE/CMU THIS SHE 31 30 AND EDGE DISTANCE PER EDGE PER ANCHOR DISTANCE REQUIREMENT 23 R 27 ' SUBSTRATE,SEE TABLE A,SHEET 1 d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 s1 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO 2X WOOD BUCKS7RIP OR PRODUCT RENEWED THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR as comps Ing with the Florida DISTANCE Building Code jDGE NOTE 3,SHEET 1 NOA-No. 15-1210.02 DETAIL 13 DIOPT.ANCHOR OPT.ANCHOR Expiration Data 0 4/2112021 INTO METAL EMBEDMENT By 17 OPT. Q 17 OPT. Mlaml-Da Product Control EMBEDMENT DETAIL 14 1/4"MAX. 0 Il q ' INTO WOOD MAX. EXTERIOR SEE FIO 1,SEE FIG THIS SHEETTHIS SHEE29 R 27 EXTERIOR1 JVI ,\111111111/j EXTERIOR POCKET EXTERIOR POCKET ,Zoe\y!LNsc NOTES :!t��•,� \O /c 1)DETAILS APPLY TO 2,'3 AND 4 TRACK CONFIGURATIONS. o n ALUMINUM SLIDING GLASS DOOR NOA 10/05/15 = di I•ID.607o6 _ 2)REFER TO ANCHOR NOTES,SHEET 1. 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. P-HOOT(EXAMPLES,HORIZ.X-SECT. P J ROSOWSKI _ CA 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ® ¢ j)'•. /1L b . 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. CERT:OF RUTH,#29296 rc� %��^ '•.F1 oR\Q?;'�C� 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DRIVE AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 X11 n (941)•480-1600 D-5 SG470 j NTS j 6OF21 bz MD-5470.0 ii A.LYNN P.E.B 0°705 58705 P.E. TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all appro%ed configurations on Sheet 2) Use(hls'table for:. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Astragal Reinforcement 1129 80°-' 8q• 96„ PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, 9 SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockslile Reinforcement#25 or 026 68-1511 S=Helghl 72-15116"DLO Height 84.15116'DLO HeightTHE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THESld.Interlock Reinforcement 027 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B C D A 1 13 1 C I -D A 1 B 1 C I D X CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +127.1/-127.1 psf +120/-f20psf +102.9/-102.9 psi 0 OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1.3 ANCHORS 19-118" Head/SIII C5+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 03+1 C5+1 03+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 6 5 6 6 5 5 8 6 5 6 6 5 MIDSPAN OF PANEL), Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 1 7 1 7 1 7 8 8 f! 8 Design pressure +106.3/-106.3 ps1 +100,2/-100,2 ps/ +05.3/-65.3 psi THE 0 OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-110° Head/Slll C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" DLO Width Jamb 5 1 6 1 6 1 5 5 6 6 5 6 1 5 6 1 6 P-hook - 7 7 7 7 78 1 B 1 0 1 8 Design pressure x+829/--92:8ps +87.3/-87.3psf +73.8/-73.6psf 31-118" Head/8111 C5+ 1 C3+1 C5t1 C3t1 C3+1 C3+1 C5+1 03+1 C3+1 Width Jamb X36." DLO Jamb 5 5 6 5 5 5 6 5 5 6 6 5 E P-hook 7 7 7 7 7 7 7 7 8 1 8 1 8 8 zDesign Pressure +78.4/-78.4psf +78.4/-78.4psf +65.8/-65.epsf 37-1/8" Head/Sill C5t2 C3+1 C3+1 C3+1 05+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 42^ DLO TABLE 131: Width Jamb 5 6 6 5 5 6 6 6 5 5 6 5 WAter-Limilod FIG 1: P-hook 7 7 7 7 7 7 7 7 B B 8 8 (+)Design Pressure OH LENGTH Design Pressure +60/-60psf +60/-60ps/ +50/-60ps1 Sill Nom.SillMax.(+)DP 43.118" Head/SIII C3+2 C3t1 C3+1103+1 C3+2 C3+1 03+1,C3+1 05+2 03+1 C3+1 03+1 48" DLO Naar Height Allowed r DOORASSEMBLIES Width Jamb 5 1 5 15 5 6 6 5 5 6 6 6 5 None 1-11116" See Note C=n INSTALLED WHERE THE PRODUCT RENEWED 2-112 P-hook 7 7 7 7 7 7 7 7 8 6 B 8 42 " +30,7 psi = OVERHANG(OH)LENGTH IS os comp/In with the Florida EQUAL TO OR GREATER THAN eullding linTo 2" +80,0 psi p THE OVERHANG HEIGHT IS NOA-No. 15-1210.02 U43 3-11 SED IN EXAMPLE ON SHEET 9 44 4-112"" +60.0 psi EXEMPTED FROM WATER Expiration Date 04/27/2021 45 45/8" +100.0 psi INFILTRATION RESISTANCE. sy DLO WIDTH=NOM.PANEL Miami-O de Product Control WIDTH �` DLO HEIGHT DOORHEIGHT-11-1119' `�`� 10,1JN �r�ri, PANEL HEIGHT=DOOR HEIGHT-2-112" roN TABLE NOTES: e' VINYL SLIDING GLASS DOOR NOA 10/05/15 = No•5070' - 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 = AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLES J ROSOWSKI - I��••••••I�6 L� 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL `$$ t�UF �rti RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. 'rU� '•.FIORiO�•'Cj� 3)SEE SILL RISER TYPES ON SHEET 4. CERT.OF AUTH.429296 m , �S 4)SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVErrs10.1w\1 ` 5)REFER TO ANCHOR NOTES,SHEET 1, N.VENICE,FL 34275 A.LYNN MIIAER,P.E, 0)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5470 NTS 7 OF 21 g$ MD-5470.0 REM ssros TABLE'2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 80" 84" 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Looksllie Reinforcement#26 68-15f16"01-0 Height 72-15118"DLO Height B4-15116'DLO Height 98-15116"DLO Height 108-15116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement 028 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHt MUST ALSO BE A 13 C D A B C D A B C D A 13 C D A B C D CONSIDERED,SEE TABLE B2.THIS SHEET, Design Pressure +169.4/-169.4 psf +160/-160 psf +137.11437.1 psf +f20/-130 psf +106.7/-116,6 psf #OF ANCHORS THROUGH THE HEAD&SILL,(EX:FOR C3+1,3 ANCHORS 19-118" Head/Slli C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1106+1 C5+1 C3+1 CS+1 C5+1 C5+1 C3+ CLUSTERED AT PANEL MEETING POINT AND'(ANCHOR REQUIRED AT 24" DLO Jamb 5 5 7 5 6 5 7 5 5 5 7 5 6 8 8 8 6 6 g 6 MIDSPAN OF PANEL), Width TOTAL#OF ANCHORS THROUGH 7HE JAMB. P-hook 7 7 7 7 7 7 7 7 B e 6 8 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +141.8/-141.8psf +133.0/-133.6psf +113.8/413.epsf +99.1/-107.4psr +87.8/-95.1Psf PERPENDICULAR TO THE GLASS. 25.118" }10ad/Blll C5+2 C5+7 C5+1 C3+1 C5+i C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 Width C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 30' Jamb 5 5 7 5 5 6 7 5 6 6 7 5 6 6 8 8 8 6 B 6 dt P-hook 7 7 7 . 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +123.9/-123-9psf +116.4/-116,4ps1 +98.5/•9&6psf +85.3/•92.4ps1 +75.3/-81.6psf 31-118" FIG 1; 36" DLO Head/Sill C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+1 C3+1 05+1 C5+1 C5+1 C3+i C5+i C5+1 C5+1 C3+1 OH LENGTH Width Jamb 5 b 7 5 b 1 5 7 5 5 5 7 5 6 6 8 8 8 1 6 1 8 e 1?-hook 7 7 7 7 7 1 7 7 7 8 8 i B 8 9 9 9 9 10 10 10 10 rc DOOR ASSEMBLIES Des fgnPressure +104.5/-104.5psf +104.5/-104.6psf +87.8/-87.8psf +75.7/-02ps/ +66.6/-72psf 0 INSTALLED WHERE THE w 37-118" ign Prslll C5+2 t:3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C6+1 C5+1 C5+1 C3+1 w OVERHANG(OH)LENGTH IS a 42" DLO Jamb 5 5 7 5 5 5 7 6 5 6 7 5 6 8 8 6 6 6 8 6 = EQUAL TO OR GREATER THAN Width = THE OVERHANG HEIGHT IS P-hook 7 7 7 7 7 7 7 7 8 1 8 8 e 9 9 9 9 10 10 1 10 1 10 0 EXEMPTED FROM WATER ZDesign Pressure +80/-80psf +80/-60psf +80/•60psf +60/-65psf +60/-65ps1 INFILTRATION RESISTANCE. 143-118" Head/Slll C5+2 C3+2 C5+2 C3+i C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 05+2 C3+1 C5+2 C5+1 C5+2 03+1 4B" DLO Jamb 5 5 6 5 5 6 6 5 5 5 7 5 6 6 7 6 6 8 8 6 Width P-hock 7 7 7 7 7 7 7 7 8 B 8 8 9 9 9 9 10 10 10 10 TABLE B2: PRODUCT RENEWED Water•Limited as complying with the Florida Design Pressure +74.1/-74.1 psf +74,1/-74.1 psi +63,8/-63.8psf 9ailding code 49-118" Head/SIII C5+2 C3+2 C3+2 C3+i C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 (+)Design Pressure NDA-No. 15-1210.02 64" DLO Jamb 5 6 8 .5 5 5 6 5 5 5 6 5 SIII Nom.SIII Max,(+)DP Expiration Date 04/21/2021 Width P-hook 7 1 7 1 7+-1 7 7 1 7 1 7 1 7 8 8 8 8 Riser Height Allowed Not available In these sizes. ay DesfgnPressure +60/•60psf +60/-60psf +60/-60psf Now 1-11118" SeeNote2 Mlam- eProauctcontrol 55-118" Head/Sill C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 42 2-112" +38.7 psI 80" DLO Width Jamb 6 1 5 6 5 6 5 5 5 5 1 6 1 6 6 43 3.1/2" +60.0 psi P-hook 7 7 7 7 7 7 7 7 B 1 B 1 8 8 L 44 4-1/16" 480,0 psi 45 4-518" L11000 psi DLO WIDTH= DLO HEIGHT=DOOR HEIGHT OM.PANEL IDII-1/16'116 �``�`N!kyNPI 4J/rr�r�i PANEL HEIGHT=DOOR HEIGHT-2-1/2" ;��';�ceris'r'�;FR TABLE NOTES: "r 'r VINYL SLIDING GLASS DOOR NOA 10/05/15 tao.66�us 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 Q AND TABLE 132 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE m* J ROSOWSIU S 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® 0', y r Or \�\ RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. CERT.of AUTH.9z82993SEE SILL RISER TYS ON SHT 4. �� '. .'FCORiOP• C� 4)SHEET APPLIES TO P,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS!1-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5470 NTS 8 OF 21 X MD-5470.0 g A.LYNN 1AILLeR,P.E. P.E.N 58705 'EXAMPLE: /� 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, aQ INTERIOR POCKETS HEAD SPLICE OF INTERLOCK IOF INTERLOCK ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, — $' CENTERLINE CENTERLINE I CENTERLINE MAX, OF PANEL OFPANEL2 OF PANELS PROJECT DESIGN PRESSURE REQUIRED:+48,21-58.6 PSF POCKET BY OTHERS,SEE NOTE B, SHEET$ •+2" Y2'ANCHORAGE, 26-318"MAX. p• ANCHORAGE, -+2'ANCHORAGE, MAX. 8' AX. SHEETI2 SHEETI2 'C3'CLUSTER, 'C3-CLUSTER, SHEETI2 SHEETI2 SHEETI2 ENDANCHORAGE EXTERIOR SEE POCKET JAMB (MIN. ANCHOR) SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR EXTERIOR NON-STRUCTURAL ANCHORS MAY SHEET PXXX(3-TRACK) TO AID IN BE ADDED IN-FIELD AS NEEDED TO ^ ALIGNMENT ALIGN THE HEAD OR SILL IF A `u' SPLICE OCCURS WITHIN A POCKET. SILLSPLICE INTERIOR ( CENTERLINE 1_—CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL I`OF INTERLOCK I(' OF INTERLOCK ANCHOR INFORMATION. 0' CENTERLINE CENTERLINE CENTERLINE MAX• OFPANELI OFPANEL2 OF PANELS 1 POCKETBY EXTERIOR INTERIOR OTHERS,SEE o 0 NOTE 0, 0 0 0 0 0 0 - SHEET 0 GE, 26-31$"MAX. g• •+2'ANCHOR4GE, ANCHORAGE, "+2"ANCHORAGE, MAX. SHEET 11 SHEET 11 'C3'CLUSTER. '03'CLUSTER, SHEET it 1^'MAX 21.6" SHEET 11 SHEET 11 END ANCHORAGE EXTERIOR FRAMEJAMB SEE POCKET JAMB (MIN.I ANCHOR) MAX. INTERIOR PO INSTALLATIONON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEET - 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 as PXXX(3-TRACK) PRODUCT RENEWED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building ICodoWlth the Florida +48.21-58.6 AT A NOM.PANEL SIZE OF 48"X 64".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NDA-No. 15.1210.02 DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date 04121/2021 PRESSURE REQUIREMENTS. TOBE25-318'O,C,ORLESS By Mla -D FOR WOOD INSTALLATION USING ANY HeadlSlli C3+2 - roduct Control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hoo 1 7 1 _ 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: cENTERLINEOFENOPANEL 6'MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FORTHE"C3"CLUSTERANCHORS AT G'MAX. THE INTERLOCKIASTRAGAL. - FOR SILL SHOWN AND HEAD,ANCHORS AT THE OPT,ANCHOR (SHOWN) TO AID IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS 11�11 11711 ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL, PER THE FIGURE ABOVE; ��,\�\YNN 74141P J/ DETAILS DETAILS - SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE . MIDSPAN OF EACH PANEL, I.ID, 0705 JAMB;6 ANCHORS,SHEET 13 FOR GEN,LAYOUT. �@ VINYL SLIDING GLASS DOOR NOA 10/05/15 _ FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE J ROSOWSKI - �f[ lU- LOCATIONS OF CROSS-SECTION DRAWINGS. Q a . ":��' c(AIt of 51, B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN .OF AUTH.Il29288 ( CERT 'h F �' C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: � % F�p�... \G' E)SHEETS 4&18 FR SHEET 19 FOR NSTALLATI/ON OF ADDITIONAL SION ECTION DRA (NGS, HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE �� 'r,7 10NAi•� JAMB:SHEET 3 N.VENICE,FL 34275 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 (941)-480.1600 _jjSGD, NTS1�1 9 OF 21 T1 MD•5470.0 91 A.LYNN MILLER.P.E. P.E.1158705 SILICONE HOT-MELT BUTYL • STRUCTURAL STRUCTURAL SILICONE POLYISOBUTYLEN 1/4'NOM. FOAM 3H8'NOM. WITH DESICCANT WITH 1-1/18"NOM. Ir— DESICCANT - EXT.GLASS EXT.GLASS 3118"T GLASS 76 70 11116"AIR SPACE 77 78 3116"T_GLASS PAINTED! INT.GLASS INT.GLASS 80 63 /// LAMINATED SURFACE KODISPACE SUPER a EXTERIOR ' 4SG_TPS TB SPACER"'NXTTM PRODUCTIS-EXTERIOR- i 1718"NOM. OLAZED'1F 482.83 IS O I GLASS TOWARDS THE EXTERIOR. I BITE I. �j INTERIOR PRODUCT IS'INTERIOR- GLAZED'IF q82-8315 I T9 ALUMINUM TOWARDS THE INTERIOR. I e0 REINFORCEMENT POLYISO- tl'NT."l NT FILL AREA BUTYBEAL516"NOM. V"(5/16-NOM. SEAL .GLASS DETAIL BUTYL& LICONE SEAL DESICCANT ROLL-FORMED PRODUCT RENEWED FOAM STAINLESS STEEL NOTES: os complying with the Florida Buliding Codo EXT.GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. NOA-No. 15.1210.02 EXT.GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, Expiration Data 04/2112021 "T"=TEMPERED By INT.GLASS •- LASS Nliam-D product Cont of TT DURASEAL@ 76 XL EDGE"' SPACER SPACER LYNN 11lj4��'i��. iI 4, VINYL SLIDING GLASS DOOR NOA a 10105/15 ^i Nlt•58705 ! GLAZING DETAILS j� J ROSOWSKI -0 21 STA E CERT.OF AUTH.929298 y�o" :'��.51•,�'LOlil�,.•`�\\� 1070 TECHNOLOGYDRIVE a 7,CrONA� N.VENICE,FL 34275 I NTS 1 10 OF 21z MD-5470.08 A.LYNN MILLER P.E. P.E.N 56705 (941)-480-1600 . '16(3D-6470111 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK PANELCENTERLINE• CENTERLINE CENTERLINE CENTERLINE_ CENTERLINE 4" _ 4" -�--4" Q�� . 9 — "I 1 9 L 1 9 u e EXTERIOR EXTERIOR EXTERIOR I EXTERIOR EXTERIOR 2-TRACKCLUSTER'C3' 'u, 2-TRACKCLUSTER'CS' 2-TRACK INTERMEDIATE 1J 2-TRACK INTERMEDIATE \J 2-TRACK INTERMEDIATE ANCHOR LOCATIONS - ANCHOR LOCATIONS '+'I'ANCHOR LOCATION 'd'ANCHOR LOCATIONS v3'ANCHORLOCATIONS ASTRAGALOR ASTRAGALOR PANEL INTERLOCK INTERLOCK PANEL PANEL CAl ENTERLINE CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" 4" 0 0 0 0 EXTERIOR —�+ 3.22 EXTERIOR 3.22" EXTERIOR EXT::RIOR 3.2'L" EXTERIOR 3.22" V 3-TRACK CLUSTER'C3' 3-TRACK CLUSTER'CS' "U1 3-TRACK INTERMEDIATE v 3-TRACK INTERMEDIATE 3 TRACK INT ERMEOIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL_ PANEL PANEL INTERLOCK— INTERLOCK— CENTERLINE CENTERLINE CENTERLINE CENTERLINE Q" CENTERLINE Q^ Q" e o e 0 0 EXTERIOR 3.22" EXTERIOR 3.22° EXTERIOR EXTERIOR EXT�:RyIOR 3.22" 4-TPACKCLL'STER V 4-TRACKCLUSTER v 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE " 4TRACK INTERMEDIATE ' 'C3'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS '+1'ANCHOR LOCATION "+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: 1 W ERMEDMTE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK2.375" DISTANCE IS 2.376" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS; PRODUCT RENEWED `�tT1llllrrrr/ HJemblll 51 Building complying ewith the Florida `\`'N�oC�I�1.... ...�<<///�/i NDA-No. 15-1210.02 FIGURES PERTAIN TO THE FOLLOYANG SILL CLUSTER ANCHOR LOCATIONS: Expiration Dat 0412112021 No.113705 VINYL SLIDING GLASS DOOR NOA 10105115 By _ �,, Mia I- a Product Control ANCHOR LOCATIONS A Jm` J ROSOWSKI ��';�' �� ; i a S_ntL 6 `,4vw HBEtUSill C3 1 I CERT.OF AUTH.N20P0S ry N i s,S�U��1 .`NO Jamb s 1070 TECHNOLOGY DRIVE P-hook 7 N.VENICE,FL 34275 A.LYNN MILLER,P.E. (941)-480-1800 SGD-5470 NTS 110E 21 # MD-5470.0 RE.t'58705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGALOR PANEL INTERLOCK 4" INTERLOCK 4" PANEL CENTERLINE 4° PANEL_ CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" EXTERIOR EXTERIOR �n 3.22° 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR V 2-TRACK CLUSTER'03' - 2-TRACK CLUSTER•CS' 4D 2-TRACK INTERMEDIATE ID 2-TRACK INTERMEDIATE J-1 2-TRACK INTERMEDIATE ANCHORLOCATIONS ANCHOR LOCATIONS •+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS •r3•ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL_ PANEL CENTERLINE 4" CENTERLINE 4„ CENTERLINE CENTERLINE CENTERLINE 4.75" 4" EXTERIOR —rf 3.22" EXTERIOR' —►t 3.22" EXTERIOR EXTERIOR I EXTERIOR �J 3-TRACK CLUSTER 3•TRACK CIUSTER'CS' r y 3•TRACK INTERMEDIATE 1� 3-TRACK INTERMEDIATE I L 3-TRACK INTERMEDIATE v '+1•ANCHOR LOCATION '+2'ANCHOR LOCATIONS v •+3'ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL .INTERLOCPANEL PANEL K CENTERLME 4„ CENTERLINE INTEINTERLOCK- 4„ CENTERLINEQ CENTERLNRLM E CENTEE 4' EXTERIOR —3.22" EXTERIOR 3.22 EXTERIOR EXTERIOR I EXTERIOR —► —3.22" 4-TRACK CLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE'+2' r y 4-TRACK INTERMEDIATE'+3' 'C3'ANCHOR LOCATIONS 4-TRACK CLUSTER Yi'ANGHORLOCATION ANCHOR LOCATIONS v ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLO'MNGHEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: ' 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.375" 2.375" FOR ALL HEADS: PRODUCT RENEWED 'TSL 7�7i Heed/5111 +1 .5 complying o ng Codowith the Florida ``�\�D��V LYNN,N,<<'�/��. FIGURES PERTAIN OTHE F011O N 'Iamb 6 N Ildin, 15.1210.02 ��.''vtOENsg•••.F� CLU91ER ANCHOR LOCATIONS: P•hooh 7 @- Expirntlon Dote 04/2112021 •it No.50•/05 VINYL SLIDING GLASS DOOR NOA 10/05/15 By = _= Mia I-D ProductControl ANCHOR LOCATIONS Bm J ROSOWSKI n0. 447= 88dlSlll C3 1 CERT,OF AUTH.1129290 iS•s/�fHA�-TG,NNN Jamb 6 1070 TECHNOLOGY DRIVE 7jII P-hook 7 N.VENICE,FL 34275 (941)-480-1000 IISGD-5470111 NTS 111 12 OF 21 MD-5470.0 A.LYNNMILLER,P.E. P.E.H 58705 P-HOOK'ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTANTOTHEFOLLOKNGJAMB ANCHORLOCATIONS: r— 2.375" r— 4,75" 7.125" • 6" 1 MAX. L 21.8" 21.6" 21.8" HeedlSill C3+1 MAX. MAX. MAX. Jamb 6 EXTERIOR EXTERIOR EXTERIOR P-hook. 7 O.C. � O.C. � O.C. OPT.ANCHOR TO AID IN ALIGNMENT t If ell e„ 6., NOTES: MAX MAX MAX 1)STANDARD ANCHOR LOCATIONS SHOWN. I 2 TRACK FRAME I 3-TRACK FRAME I 4 TRAGIC FRAME BOE LOCATDED NRADJAC CK JAMBSNT TRACKS ANCHORS MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES III (5)WEEP NOTCHES PER END @ 1"X.600' PER END @ 1"X.50U' IJI( PER END @ 1"X.500" SILL \� SILL SILL EXTERIOR EXTERIOR n EXTERIOR (3)TRACK WEEP HOLES 6"MAX. EVERY 24"@ 1.125"X.1 90",—/ (6)TRACK WEEP HOLES`` (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY LVERY 24"@ 1,126"X.190"; EVERY 24"@ 1.126"X.1 90": TO AID IN 24"@ 1.375"X.509' (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375"X.600" 2,V'@ 1.375"X.500" NOTES: SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RENEWED ��iI1111 illi OF ANCHORS REQUIRED IN THE P-HOOK. aBuIlding Coa with the Florida ��`o`�I LYNN /ee�i/, FIGURES PERTAINTOTNEFOLLOt/ING POCKETJAMB NOA-No. 15.1210.02 \�`�,,•''��(-,ENS'F'•,F� .HOOx ANCHOR LOCATIDNS: Exptratlon Date 04/21/2021 •.�-; '•,•jr . - '� hlo.50'/05 •. �. VINYL SLIDING GLASS DOOR NOA 10/05115 sy Ist -0 d Product Control ANCHOR LOCATIONS C 4- J ROSOWSKI 'J0 IS r ttl' CERT.OF AUTH.029298 Heedf8111 F C3+1 r w — Jamb 6 1070 TECHNOLOGY DRIVE P•hook 7 N.VENICE,FL 34276 u L P.E.O B70.5 68705 (941)•400-1600 SGD-5470 NTS 130F21 g MD-5470.0 dI A.LYNNMP.E. HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOLUOWNG s6R'CORNNERSLL ANCHORLOCATION6: 90" 0 4" 4" 4" 4., 4„ 4" 4" 4" ° 3.22" 3.22" Jamb 5 EXTERIOR EXTERIOR p-hOOk 7 ' 2TRACK90'CORNER. T��,, 2-TRACK 90'CORNER 'C4'ANCHOR LOCATIONS V 'CB'ANCHOR LOCATIONS 2-TRACK 9a'CORNER EXTERIOR 2TRACK SO'CORNER EXTERIOR (USE WHERE'C3'IS SPECIFIED) (USE=RE'CV IS SPECIFIED) 'C4-ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS n (USE NMERE•C3'IS SPECIFIED) I7 (USE WHERE'C6'IS SPECIFIED) t/ 0 4" 4„ 4.. PRODUCT RENEWED 1'6- o as complying with the Florida lag Z, Building Code /*-- L NOA-No. 15-1210.02 Expiratlon Date 04/2112021 4" 4„ - I4.. 4" ° 11 Mla de Product Control EXTERIORr - -22" EXTERIOR 9.22"- 3,22" 3-TRACK 90'CORNER 3-TRACK 90' n CORNER 3-TRACK 00'CORNER EXTERIOR 3-TRACK 9O'CORNER EXTERIOR 'C4'ANCHOR LOCATIONS V 'C6'ANCHORLOCATIONS fl (USE WHERE'C3'IS SPECIFIED) (USE WHERE•C6'IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'C61 ANCHOR LOCATIONS (USE WHERE'C3•IS SPECIFIED) (USE WHFRE'C5'IS SPECIFIED) 4.. *4-TRACK901CORNEI �4„ 4" trfsp 4LLI 11 >EXTERIOR 3'22" EXTERIOR EXTERIOR EXTERIOR4•TRACK90'CORNER 4•TRACK90'CORNER-C4'ANCHORI.00ATIONS ''OS'ANCHORLOCATIONS 4-TRACKSO'CORNER III(USE WHERE•C3'IS SPECIFIED) (USE WHERE'CS-IS SPECIFIED) -EWHE E'C3LOCATIONS WHERET (USE WHERE'G3'IS SPECIFIED) (USE WHERE'CS•IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.R 56765 FIGURES PERTNN TO THE FOLLOWNG 90-CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAO ANCIIOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA JAI 10105/15 90' 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. Head19111 c31 Jame 6 3)TRACK-TO-TRACK ® P•ha6k 7 DISTANCE IS 2.375" t2.3751, t2.376" cER7.oFnUTH.u2s2as n n FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)•450-1000 SGD•5470 NTS 111 114 OF 21i MD-5470.0 'x HEAD 135°,'CORNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO VIE FOLLONING 135•CORNER SILL ANCHOR LOCATIONS: 135' All 4„ 4" 4" 4„ o e 4„ ° HefidlSlll C31 '—' XTERIOR 322„ EXTERIOR I Jamb 1 5 4" EXTJnERRIOR 4„ EXTERIOR P-hook 7 2•TRACK';35'CORNBR 2-TRACK 135*CORNER 2-TRACK 135'CORNER V 2-TRACK 135'CORNER V ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WnERE-C3-IS SPECIFIED) (USE WHERE•C5'IS SPECIFIED) 'C4'ANCHOR LOCATIONS •C6'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) 4" X q 4„ 0 0 4„ PRODUCT RENEWED 4 Building Code Floridawith the iR NCA-No. 15-1210.02 Expiration Date 04/21/2021 EXTERIOR EXTERIOR EXTEhIOR o EXTERIORE - vn vn �L By 3.22"' Mlnm-D roduct Control 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3-TRACK 135•CORNER 3-TRACK 135'CORNER 'C4'ANCHORLOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) E WHERE LOCATIONS 'CWHERE LOCATIONS d4 (USE HERE'C3'IS SPECIFIED) (USE HERE'CS'IS SPECIFIED) 4" -• 4' 4' ENO 4" I•IO.c;a70.5EXTERIOR 11` -- EXTERIOR EXTERIOR %�(�'•� ;;I',III�C�� •U� rF-Iy ��Iy x3.22" >•.,•,FLOR1t)1`.•''�~`� 4 TMCK 1351 CORNER v 4-TRACK 135•CORNER v 4-TRACK 135°CORNER 4-TRACK 135'CORNER ��i�s.)' t�� - LSEWHERE C3LB KTIONSEO 'C6'ANCIIORLOCATIONS 'C4'ANCHOR LOCATIONS 'C6'ANCHORLOCATIONS ( ) (USE WHERE-05-IS SPECIFIED) (USE WHERE'C3-IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.1156705 MUIPIES PERTAIN TO THE FOLLOWING 125-CORNER-' 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED- HMDAHCHORLOCATIONS: 4 VINYL SLIDING GLASS DOOR NOA 10105/15 .36 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 114-1 J ROSOWSKI Heed/SIII i Iamb i 6 3)TRACK-TO-TRACK ® E� P-hook 7 DISTANCE IS 2.376" V2.375" W2.376. CERT.of AUTH.112e2U6 H n FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480-1000 1 JJJSGD-5470141� NTS 15 OF 21i MD-5470.0f HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURES ISPLICEO SRL ANCHOR LOCATIONS: SPLICE 4" SPLICE SPLICE LOCATION SPLICE LOCATION 4" 4' LOCATION LOCATION 4" EXTERIOR XTR 3.22° XTE ERIOR — 3.22" EXTERIOR EXTERIOR H88dISlll C31 2TRACKSPLICE 2•TRACKSPLICE 2-TRACK SPLICE J3T0b E 'G4'ANCHOR LOCATIONS 2-TRACKSPLICE `CA'ANCHOft LOCATIONS 'CG'ANCHOR LOCATIONS P•h00k 7 4� °CB'ANCHOR LOCATIONS (USE WHERE'CT IS SPECIFIED) (USE WHERE`CS IS SPECIFIED) (USE WHERE TW IS SPECIFIED) (USE WHERE TV IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION q•75° LOCATION 4° LOCATION Q" LOCATION 4" 0 0 PRODUCT RENEWED as complying with the Florida EXTERIOR 4" EXTERIOR '�-3.22" EXTERIOR 3.22° EXTERIOR 4„ Building Code 3-TRACK SPLICE 3-TRACK SPLICE F 3TRACKSPUCE I-I 3-TRACKSPLICE NDA-No, 15.1210.02 'C4`ANCHOR LOCATIONS -Cal ANCHOR LOCATIONS V 'C4*ANCHOR LOCATIONS 'v` ANCHOR LOCATIONS (USE WIIERE'C3'IS SPECIFIED) (USE WHERE`C5'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) Expiration Data 04/21/2021 By Miami- Product Control SPLICE 4.76" SPLICESPLICE SPLICE LCCATION LOCATION 4" LOCATION LOCATION 4„ 0 0 0 0 0 RIOR EXTERIOR EXTERIOR 3.22" EXTERIOR \\i\t I llI/ ((}} q" 3.22" 3.22 EXT 71 " \�� I\YNN 1"1/z �J 4-TRACK SPLICE 4-7RACK SPLICE 4•TRACKSPUCE 4•TRACK SPLICE 'Cii`ANCHOR LOCATIONS Co.ANCHOR LOCATIONS' 'C4'ANCHOR LOCATIONS 'C8'ANCHOR LOCATIONS .•'•\,\CENSE .•f (USE WHERE TY IS SPECIFIED) (USE WHERE TV IS SPECIFIED) (USE WI]ERE'G3`IS SPECIFIED) (USE WHERE TS'IS SPECIFIED) `'1 1; 140.r6705 •i( � �{ y LY ZZ NOTES: - ....... r�. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. r fpSl UiiI FIGURES PERTAIN 10 THE FOLLOWING3aUCED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN 111587MILLER,P.E. IIEAGANCHORLOCAHONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.a 53To5 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA 10105/15 DISTANCE IS 2.376" W2.376" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F jai J ROSOWSKI na �'i C3 1 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED CERT.OF AUTH.N20208 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE6 N.VENICE,FL 34275 k 7 I L (941)-480-1600 SGD-5470 NTSIll 16 OF 21 MD-5470.0 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL DouBLE SINGLE SINGLE OUTSIDE Bg• INSIDE OD' 1TV INSIDF135' C ASTRAGAL TYPES FIXED LOCKSTILE ASTRAGAL AS7RAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK - INTERLOCK INTERLOCK STILE WIHANDLE BOX OUT BOXIN RECEIVER RECEIVER STRAGR INTERIOROR OUT IN EXTERIOR GLAZED DO BL =72M M LOCKSTILE Q�nnnnv.�� INTERLOCK SINGLE :rd E CL F PP K L L TC TA .TW J LOCKSTILE o. -c ABTRADAL INTERLOCK OUT (BoXotrq (WKIN SINGLE B L( P A ^ Q SC S/� C��/ e W SD INTERLOCK 'r INTERLOCK SINGLE DOUBLE INTERLOCK r] V v f^Tl J�/ LJ Lu IN (BOXOM (Box Bp a FIXEDDOUBLE �L STILE /�RR R S S FC FD FV FW INTERLOCK r— LOOKS71LE (BOxceq (sowM UjLO HANDLE LLE p —J W/ M J J U ASTRAGAL .nnnivvG LOCKSTILE —1 Wf HANDLE F, (90NMU (ooxwl ASTRAGALLR T � / DS INTERLOCK INTERLOCK DOUBLE SINGLE BOX OUT �J � (eox c+r+l pox0cm (WXOU7) W ASTRAGAL N T U J BOX IN � Box x OUT-g0• w ASTRAGAL z CT CS CF RECEIVER dASTRAGALA T AS DF RECEIVER Ja= OUT.135• PRODUCT RENEWED ASTRAGAL VT VS VF as complying with the Floridn RECEIVER Building Code — NOA-No. 15-1210.02 ITRAG .WT WS WF ASExpiration Date 04/21/2021 RECEIVER Dy Mlam- e Product Control LEFT RIGHT PANEL. PANEL STILE STILE PANEL TYPE"I"'SHOWN. `LLTLt 1111I11(I//, PANEL NOTES: oNV LYNN 4,, 1)SEE DPIANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE, `��','OcENSF'•eFS, 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE 8 VINYL SLIDING GLASS DOOR NOAao° 10/05/15 = No.50705 NOT AVAILABLE. PANEL TYPES 1.� J ROSOWSKI =-0 1C{ ) 6 n 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60", a i - n'•, ;;A�Sy;I [�/ CERT.OF AUTH.#2g286 /�i�•lSh•Ff�RIV�`i',�-�`�� 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH m m TYPES QUALIFIED BY THIS APPROVAL.SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE Po I fAIAI..111 I ;`5 N.VENICE,FL 34275u q,LYNN MILLER,P.E. (941)-480-1600 SGD-5470 NTS g 170F21 X� MD-5470.0 �1 P.E.NSg705 I+ 6.875 ►I pp 10.635 .540 126 161 x-•660 291 001 �y 762 �a ❑�I� I O po,100 681 .600 .062 -.930 1.928 �-.- 1.812 (r 100 d Q�G�®�� 7 FRAME SCREW 8 ANCHOR PLATE Q TRACK IN 301 1p INTERLOCK CAP, Q1 2 TRACK HEAD/JAMB ©4 TRACK SILL �COVER(PVC) Q 0 EXTENDED POCKET 5,178 t F�-1.000 252 211613 000 -^1 2.060 I+- 10080moi r I •062 7T� C7 [� I QQ8.260 -.100 - �1' 94� 1.435 .�Ij 1:83 .060 ❑ ❑ 1 813 r1 B 1.6t81 - 062 060 .100 I dQ�o ® �O BOTTOM RAIL FRAME SILL SILL TRACK 11 SUPPORT 12 ADD-ON 13 COVER S7 P•HO01<ADAPTER 18 P-HOOK O3 3 TRACK HEAD/JAMB ®3 TRACK SILL 229 .004 125 10.626 5.875 ►j 640 . 640 r'291 3,000 06 � ,07b 2075. - 2.141�� Ot C7 O l� 026 600 j 41 1�-2.607- 4 1.406 �I ❑ HF-In' ❑ ❑ 8 3 I O 100 SlOII 9 �-.11+.062 �-•II•-.062 .328 J 100 dQ[m] La7� 1 19 EXTENDED @ KEEPER BAR GOVERMENT 0 BAR FORCEMENT Q FIXED PANEL CLIP ®PLATE RCEMENT KEEPER 4 TRACK HEADMAMB Q 2 TRACK SILL 2 511 FT f-`-2.838-1 1.825 1.570 I-.- 1.595 r- 1.595 r"'- .309 2.696 •080 2.073 ,099 03.483 125 2.833 2.368 2768 .40068 X312 D700 .090 (g 4,7.79 100 �- 300 8 2.025 34 INTERIOR JAMB COVER 110 1-x-- 188 120 -41- -.182 .120 �I�-,182 i I�-2.710 o PRODUCT RENEWED 1.875 G•- 2.281 � .100 as comp/ Ing with the Florida 25 AND S 1LEOM © AND STILE ©REINFORCEMENT, REINFORCEMENT, @RENFORCEMENT AL 39 NTEERLOCK ADAPTER NDED POCKET 31 ADAPTER!( 32 ASTRAGAL ADD-ON 33 ANDEBOTTOM RAIL NOA'No, do 15.1210.02 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date 04/2112021 REINFORCEMENT 3.326 1-3.3465 NOTES: Mlaml-D roduotcontrol �-3.462 1.472 010 1)SEE SHEET 4 FOR .125- �-- 3.209 060 3.713 090 SILL RISERS. :112.17525 .046 00 3.247 3.346 ,060 y)SEE SHEET 20 070 -29 1 .065 919 FOR SCREEN PARTS, .300 1.170 ----��IIII L_ ©5 ©8 37 © 39 135°CORNER 135'CORNER 135'CORNER 135°CORNER 90°CORNER 40 41 90'CORNER 90°CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, L CAP, ASTRAGAL EASTRAGAL XTERIOR CAP ASTNTERIORL CAP, IN INCHES. EXTERIOR INTERIOR i�YN /,,q�� , tact•ISF'•. P .210 252 �t VINYL SLIDING GLASS DOOR NOA a 10!05115 r.' No.507(5. 1.291 1.261 EXTRUSIONS J ROSOWSKI 1-1/18"� 1-1116^I ® ` <� ',C)�\•., FrA-:o: ,:,1!`: 62 83 �o �S�•, LORID .•'�C9�� BEVELED BEAD OGEE BEAD CERT.OF RUTH.N20208 i .......... 1070 TECHNOLOGY DRIVE r ri'�f WJAk,F'� N.VENICE,FL 34275 8 A.LYNN MILLER,P.E. (941)•480-1600 SGD-5470 NTS 18 OF 21 oz MD-5470.0 liz P•E.458705 1)INSTALL2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD (4)ANCHOR CLIP INTO INTO FRAME ATTACHMENT J� PANEL JAMB& HEADER ASSEMBLY P I TYPE AS USED ° INSTALL ONE BLOCK AT fi4 — 5J IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK. BLOCK TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL (3)110 X ° ONE BLOCK THAT )N0 X (3 1.6"SMS SPANS BOTH PANELS. \ B0 (3 SMS O QQ ( mt+ o FIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT THE 23 PANEL MIDSPAN OF EACH FIXED B9 (X 21114"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. i 1118 1" 1 p *BARCOVER � {4)#10 �X 2"SMSEEPER+s JAMB TO \ KEEPER TO JAMB SILL ASSEMBLY ATTACHMENT \\ ( LOCKING JAM PRODUCT RENEWED as complying with the Florida REINFORCEMENT PLATE Building Coda ATTACH WITH 48 X 1-1/4" 4-PANEL,2-TRACK KEEPER is NOA-No. 15.1210.02 @ 34-1/2"MAX O.C. OXXX SHOWN Expirntlon Date 04/21/2021 o p g ® Y Miami-D redact Control 21SMS es INTERLOCK INTERIOR CLIP COVER ff \ za NOTES EXTERIOR REINF.PLATE ) INTERLOCK 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. � III \ittil+lllllrr, 2)SEE 11-16 FOR ANCHOR kNINN TS BOTTOM RAIL °� e<gio X 3)SEE TABLEEES 1 a 2 FOR RNFO CEMCENT ATION REQUIR MIENTS. `roe........ SUPPORT it 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM N8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. >�; �iCerl sc P (2)1110 X 1"SMS VINYL SLIDING GLASS DOOR NOA 8 10/05/15 - r' No.58705 THROUGH SUPPORT,s2 o ' INTO PANEL PANEL j ACCESSORIES INSTALLATION �� JROSOWSKI =•r)•. Q cC; INTERLOCK SILL RETAINER L s3 112"SMS ASSEMBLY ® a ;;inti. ter,;I o:r6:�{ CLIP ATTACHMENT ALL PANEL CORNERS CERT.OFAUTH,N2s2s6 a � ;�O''•Fcott+oP.•.�j\ WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS a� N.VENICE,FL 34275 1111+'1jl 1i`` ` (941)-480.1600 19GD•5470 NTS 100E 21 MD-6470.0x A•LYNN MILLER,P.E. P,E.0 68705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: El ❑o�I 00R&R 6 0� 126 121 123 132 120 of J 109 102 119 20N as 110HORIZONTAL SECT — HORIZONTAL SECTION EXAMPLE. 130 EXAMPLE I 116 102 111 32 131 -Flo P� uo 121 M ❑ 0011@014 OR 5 �� ❑ 111 /�,, 7 OROS ORO6 0 1 0R&R@6 116 lie HORIZONTAL SECTION EXAMPLE 1W 120 104 foz. HORIZONTAL SECTION 1i7 1.081r-1.081 EXAMPLE � � 1,202--i--�-��►yyl� 1.778 1.7178 1^•935 875 I-+ 876 1.020 r- =►I 050 f—050 .045-►1+�( SCREEN SCREEN OXO 1zo FRAMESCREEN 1z1 SIDE RAIL, u2 ASTRAGAL 1.993 1.993 1.8+74 RAIL LATCH ADAPTER L PRODUCT RENEWED I+-,082 - 41+.082 OBZ "eompiyInp with the Florida 1ao BOX SCREEN 191 BOXSCREEN 102 BOX SCREEN Duiidiii Code TOP RAIL BOTTOM RAIL SIDE RAIL l►{ [--.725 1.435 I+- NOA-No. 15-1210.02 127 .7,85 782 I - expiration Dato 04/21/2021 OR �-► -.040 6y 1130 iia 1.02C72 1.593 -�1.373(�- 129 .082 Miami- a roduet control 1zo SCREEN VINYL FRAME SILL tot .063 2 11&1@ t23 ASTRAGAL 12t SCREEN o x ROoRO 1. ,055 1.833 "vv"`J ADAPTER ADD-ON O 1 1za io7 1-.--.062 I--.372 L d o BOXBOX BOX SCREEN d o aC� SCREEN 104 SCREEN me OXO �� t03 INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER \\�11 1177r� EXAMPLE VER7EXAMPLETION NOTES: `�\`�OtdY LYNN 4!-74"" 13001.487 1)ALL DIMENSIONS IN INCHES. \\GF.NS'(.•'•.tP -►11.343 f�- 055 —ro � 050 — 1.407 1.510_ VINYL SLIDING GLASS DOOR NOA10!05115 IJ0.5670Ji0 SCREEN DETAILSm J ROSOWSKI "'Ti ' Q b 1Cr: } j1 IIS r tl:: BOX SCREEN BOX SCREEN BOX SCREEN HEAD < < ':•f) fAlClij tosASTRAGAL to7SILLAOD-ON SAND JAMB ADD-ON ® �� rCOiitt3A.•' \�: ADAPTER CER7.OF AUTH,p292A6 m m ��SS/n111... ..\1 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480-1600 j8GD-5470.] NTS 20 OF 21 E$ MD-5470.0 � A.LYNNMILLER,P.E. P.EI169706 TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part Description Material # Pert# Descilpllon Malarial 1 19001 2-Track Haad/Jamb RIgId PVC 40 19081 90°Connor Astragal Cap-Ext. Rlgld PVC 100 12258 Box Screen Top Reil. 0083 T6 Al 2 19002 2-Track 5111 Rigid PVC 41 19082 90'ComerAslregel Cep-Ink. Rigid PVC 101 12257 Box Screen Bottom Reil IBM T5 AI 3 10025 3-Track Head/Jamb Rigid PVC 42 10005 SIR Rlser-(2-1/2") 6083-T6 Alum. 102 12268 Box Screen Side Rail 6083 TS AJ 4 19020 3 Track 8111 Rigid PVC 43 19022A Sill Rlser-(3.1/2') 8063-T8 Alum. 103 84428 Box Screen blodock 6063 T8 AJ 5 19027 4-Track Head/Jamb Rigid PVC 44 19023A 5111 Riser-(4-1116') 0083-TB Alum. 104 17347A Box Screen Snap-an Bug Flap 6063T8 Al 6 19028 4-Track SIII RIgId PVC 45 19024A Sill Riser-(4318') 6083-TO Alum. 105 64345 Box Screen OXO Astragal Adapter 6063 TS AJ 7 19009 Frame Screw Cover Rigid PVC 50 718609W .187'x.320"Finseal(SIIIe) 106 17349 Box Screen Astragal Adapter 6063 T6 At 8 19D31 Anchor Plate 6083 TB Alum. 61 71696K 1-11/2'x 1"x 314"Fin Seel Dust Plug 107 19039 Box Screen Frame SIII Add-on 6063 16 Al 9 19007 Track Insert 6083 TO Alum, 62 71690 Dust Plug 108 19038 Box Screen Head/Jomb Adcl on 6083 TO Al 10 19084 Interlock Cep-Extended Packet RIgId PVC 60 419041 Interlock Clip CowPVC 109 720XIX #14.20 x 1"MS @ Top Reil SS 11 19036 Bottom Rail Support 6063 T8 Alum. 61 78153X Tandem Roller Assembly SS 110 72OXI12X #14.20 x 1-112'MS @ Bottom Rail SS 12 1000SA Outer SIII Cowr 6083-T6 Alum. 62 78153N Tandom Roller Assembly Nylon 111 717930 Wslp,.270'x.1150'-Fin Seal 13 10011 SIII Track Cover Rigid PVC 03 70X76FPTX 08 x 3/4'Ph.FH SMS @ Roller&Relnf. SS 112 61806K jWsIp,,18T'x.600'@ Bug Flap 17 10032 P-Hook Adapter 6063 TO Alum. 64 419042 Frame Header Block Nylon 113 78RAZ ISIondard Rdler. Nylon 118 10020 P-Hook 6083-T6 Alum. 65 46052 Roller Adj.Hole Plug PVC 114 7SRAX HD Roller SS 19 19047M Extended Keeper 6083-T6 Alum. 66 44385 4 Hole Bumper Stop PVC 116 wrlee Screen Locking Hardware Steel 20 19029M Keeper 0083-T6 Alum. 67 7BXl14FPTX #8 x 1-114"Ph.FH SMS @Bumper Stop SS 116 419053 Screen Keeper Steel 21 19014 Relnforcemenl BorCover Rigid PVC 68 718960 SIII Plug PVC 117 78X1PPA #Bx 1"Ph,PH SMS Steel 22 10030 Reinforcement Bar 6005-76 Alum. 69 78186X Gemini Mortise Look wllong Trim plate Steel/SS 110 1697/314 Screen Spline-.160"&.166' Vinyl 23 19037M Fixed Panel Clip 8063-T6 Alum. 70 71032X1FPFX 1032 x 1"Ph.FH MS a Look gg 119 1816C20 Screen Cloth Fiberglass 24 19035M Reinforcement Plate 6003-TO Alum. 71 wiles Handle Kit Cast&D TABLE E:STANDARD SCREEN 25 10017M Top Rall,Bottom Rall and Locksllle 6005-T6 Alum. 76 Kornmerllrig 4SG TPS Spacer System # Part# Description Material 28 19040 ReinforcementComposite 76 Quanex Super Spacer nXrwith Hol Melt Butyl See Sheat 10 for 120 12033 Screen Frame Rail 6063 T5 At 27 19018M Interlock.300 Reinforcement,Std. 6005-T5 Alum. 77 Quanax Dumseal Materiels 121 12026A Screen Frame-Side Roll(Latch) 6063 T5 At 28 10013M Inledock.400 Reinforcement,HD 6005 T6 Alum. 78 Cardinal XL Edge Spacer 122 17303 Screen 0X0 Astragal Adapter 8063 TC At 29 19019M Astragal Reinforcement 6005 T6 Alum. 79 Dow Coming 095 or GE 7700 Backbedding Silicone 123 4853K Soreen Vinyl Astragal Adapter Rigid PVC 30 19083 lExtended Pocket Interlock Adaplor 8D63-76 Alum. 82 19044 1-1116°Bowled Bead Rigid PVC 124 190728 Frame 5111 Screen Add-on 6063 TO Al 31 19006 Interlock Adaptor RIgId PVC 83 19045 1-1/16.Ogeo Bead Rigid PVC 125 19012B Bug Flap,85 ere 5 dura. Vinyl 32 19008 Astragal Add-on RIgId PVC Be 71720K Setting Black 1'x 4"x 1/16',85+/-6 dura. Neoprene 126 76XI12.PSATS #6 x 1-112°Ph.PH SMS(Assembly) SS 33 19004 1 Panel SM9,Top utlom Rail RIgId PVC 90 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 127 712027 Corner Key Wheel Assembly(Standard) Nylon 34 19040 Interior Jamb Cow 6063-TO Alum. 91 78X114PHPT410X #8 x 1-1/4'Ph.PH SMS @ ReInL Bar as 126 712027 Corner Key Wheel Assembly(HD) Slo 35 19070 135"ComerAslregel 0063-T6 Alum. 02 71OXlPHPTIO-BX 910 x 1"Ph.PH SMS @ Reil Support SS 129 wiles Screen Locking Hardware Steel 36 19077 135'Cotner Astragal Passlw Mount 6063-TO Alum. 93 71OX115PPX 010 x 1-1/2'Ph.PH SMS @ Fxd.Pnl.Clip SS 130 710X30)04PPSDAX #10x3!4°Ph.PH SMS @Screen Ask. SS 37 18079 136°Comer Astragal Cap-Exl. RIgId PVC 94 7'IOX2.SPHPTI&8X #10 x 2-1/2'Ph.PH SMS @ Relnf.Plale/Asl. as 7 #8 x 1324 Ph.PH SMS @ Door Ant. SS 38 18080 135'ComerAslre131 PPSMSX gel Cep-Into Rigid PVC 95 71420X2.25FPFX #12 x 2.114'Ph.PH SMS @ Hdr.Block as 132 1892/314 Screen Spline-.145"SM Vinyl 30 19078 90°Comer Aslregol 605376 Alum, 98 71OX1.75PPX 910 x 13/4'Ph.FH SMS @ Keeper SS 133 1816C20 Screen Cloth Fiberglass 71OX34PPX 010 x 314"Ph.PH SMS @ Ext.Pkt.Int. Ss PRODUCT RENEWED 11tt1lllrfrii as Building lCod with the Florida .)..(LYNN ...... NOA-No. 15-1210.02 '•b1GENSC'•-fn. Expiration Dale 04/2112021 •yr •tip: No.511705 VINYL SLIDING GLASS DOOR NOA 10105/15 By = :: h11am- roduct Co trot PARTS LISTS J ROSOWSKI =1� lSUa NOTES: 1070 TECHNOLOGYCERT. 206 DRIVE n 1)ITEMS 1114.16,48.49,53-59,72-74,80,81,84,85,07-09,98&99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275(941)-480-1600 SGD-5470 NTS 21 OF 21 MD-5470.0 A.LYNN MILLER,P•E. P.E.R68705