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Product Approval (4)
9/30/2016 Florida Building Code Online s xn � t 2 i76 BCIS Home Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications ( `FBC Staff BCIS Site Map Links Search F{0"lOra aft Product Approval USER:Public User ar ........... Product Approval Menu>Product or Application Search>Application List>Application Detail �� r FL# FL251-R28 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 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 Exterior Doors Subcategory Sliding Exterior 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 https://floridabuildirig.org/pr/pi app dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrIFWoG42oojLRI`/o2bls`/o3d 1/4 9/30/2016 Florida Building Code Online Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.10.Ddf 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 FL251 R28 II 16-0629.10.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: j 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0609.10 DR.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0609.10 DR.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: 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 FL251 R28 C CAC 15-0612.06 LM.Ddf 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 FL251 R28 II 15-0612.06 LM.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: 251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.odf 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 FL251 R28 II 15-0612.07 SM.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: 25 1.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.02.Ddf 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 R28 II 15-1210.02.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: 251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.01.pdf 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 FL251 R28 II 15-1210.01.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: bark REex§: 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 https:/tfloridabuilding.org/pr/pr_app dM.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcr[FWoG42oojlRIg/o2blsg/o3d 314 MIAMIDDADE MIA?YII-DADE COUNTY e 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) viww.miamidade.Qov/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 Velocity Hurricane Zone. DESCRIPTION: Series"5470"Vinyl Sliding Glass Door(Reinforced)-N.I. APPROVAL DOCUMENT: 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.,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 1(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-wbite)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#15-0409.04 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.PIasencia,P.E. NOA No.15-1210.02 M1AMI•DAD6 COUNTY Expiration Date: Apri121,2021 ° 114 Approval Date: March 3,2016 U\Z Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-010709) 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 Test,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 under NOA No. 11-0107.09) 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. 11-010Z04) 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. 154210.01) 4. Additional test report No.FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-1210.01) 5. Additional test report No.FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under 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. 151210.01) 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 02/15/16, signed and sealed by Idalmis Ortega,P. E. (Submitted tinder 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.Plasencia,P.E. Pr duct Control Unit Supervisor NOA No.15-1210.02 Expiration Date: April 21,2021 Approval Date: March 3,2016 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. 11-0107.04) 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. ZJorge M.Plasencia,P.E. uct Control Unit Supervisor NOA No.15-1210.02 Expiration Date: Apri121,2021 Approval Date: March 3,2016 E-2 SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE k Group Anchor 3ubstrate Framo Member min,Edoo Min. MIN.OF 3 THREADS INCLUDING POCKETS &900/135" CORNERS I - I Distance Min. BEYONDTHEMETAL- P.T.Southern Pine. -Tra-acilstivemb 911v I-wa* SUBSTRATE,METAL GENERAL NOTES: (80=0m) P.Gk ---NiS. 1-318. M2�steel SMS SUBSTRATE TO'MEET MIN, 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (05)or 410 B.S. Aluminum,8083 T5' Roacuslilliamb No, 'Ile 1/84 STRENGTH 2)DESIGN PRESSURES: SMS, (0,128'min.thickness) P-hook 318Val AND THICKNESS A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM,E1300. (min.11 Steel.AW HeadfSIWJomb Tal MOW REQUIREMENTS PER 5,POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. A threads/1n) 10.06V min.thickness) P-hook 31v I 0.06V CURRENT FLORIDA BUILDING Steel$lud,A653 Or.33' HeadISIIIIJamb NO* 0.071'(14 Om) CODE AND TO BE REVIEWED 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS. (0.071'mln l , ) -hook 3/8, 0.071104 Ga.) BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4'rztco P-T. oui�el1ra Pine L-,aPJamb JURISDICTION, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). ulfacon (9e-0.65) P-hook 1. 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE.. 114'Elto 410 P.T.Southern Pine HeadISHWand; T; FOR STEEL STUDS, 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. B.S.CrateFlex pezo.65) P-hook —11 1-318, MIN,FU-46 KSI& 6)REFERENCES INCA'S): NIZ steel wood P.T.Southern Pine HeadISPI/Jamb, WIT I'val ELOO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NON$,VISION EXTRUSION,LTD. 13 - WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED — screw(GS) (SG-0.65) P-hook grifil 1.31e' — MIN.FY=33 KSI. (PAINTED OR LAMINATED)WHITE RIGID PVC NOA concrete P-hock il I-NW REFERENCES(TEST REPORTS): TL-6337,6338.8646-8649,8652&8717;EXOVo-002-792(A)&10-006-10231: 114•Moo (min.2.85 kel) HeaftilliJamb 1-3N6' 1319• UNGROUTED CMU"VALUES A-i CAMBRIDGE 535753-09; ultragon Ungrouled CMU, Jamb 1. I-114- MAY BE USED FOR GROUTED 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THEP-hook 1- 1.1/4' CMU APPLICATIONS, HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION air, 'MU, Jamb 144! 1-114* 114'Eloo410 P-hook 1.314- W14' EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS,(COMPONENT REQUIREMENTS). C B.S.CreleFlex concrete HeadfalliIjamb I-vir --rw—,r IMPACT RATING 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE, I Cmin.3.35 kat) P-hook 1. 1.3_W NOT RATED FOR MISSILE 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. conatelle, Head[SlWarnb 1.112• I-Ta" IMPACT RESISTANCE 10)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN At THE 470 SERIES, min.2,22,lllUl P-hook 1/4'Elco is$ CMU, Jamb T 1-1/4' ANCHOR NOTES: B.S.Aggre-Gallor_ (ASTM C*0) P-hoch 21 DESIGN PRESSURE RATING P.T.Southern,Pine Headl=Jamb 1. 1-3fw SEE TABLES 1,2&B1,B2 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY -(SG-0.65) P-hook 1. 1-316' ON SHEETS 7X A APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Concrete HeadtE11UJsmb 2-112• 13=" REQUIREMENTS. 114"Elco (min.2.85 ksl) P-hook 2-1/2' 1-3m, 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Ullracon ungrouled Gmu, Jamb 2-1/2* 1-1/4' 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1XWODD BUCKS ARE OPTIONAL D (ASTM C-M) P-hook 241X 1-1/4' IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR Concrete Head/SlIgJamb 2.112, 1-3+4' PRODUCT RENEWED 114•Elco 410 (min.3.35 hsl) P-hock 2-11r 1,V8' as'OM Ing with the Florida GREATER.1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. B.S.GreteFlaX Urgrouted CMU, Jamb 8.11di.,ftydi BUCK DESIGN AND INSTAL-LATION 18 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&To BE HOA-No. 15-1210.02 REVIEWED BY THE BUILDING OFFICIAL. (ASTM 0.90) P-hook N121- fi-14; 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED expiration Datc,04121120211 BY THE AUTHORITY HAVING JURISDICTION. GENERAL MOTES...........I 6)1F SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL 18 NOT REQUIRED.IF USED,NON-SHRINK, EXAMPLE CONFIGS..........2 NON-METALLIC GROUT,MAX.1/4"THICK&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 TO SUBSTRATE.IF DP/ANCHOR TASLES 7-8 SUBSTRATE IS WOOD"30#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 _1 1-16 2014 FLORIDA BUILDING CODE(FBC),57H EDITION PANEL TYPES...................17 INSTRUCTIONS: ASTM Ei300-09 EXTRUSIONS.....................18 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................19 THE SLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES i OR 2, ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS 20 DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. \"(t4N AlIZ4 AISI-81DO-07IS2-2010 �. ........ I PARTS LIST............. �21 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED -A 5$105 WIDTH ANWOR HEIGHT. VINYL SLIDING GLASS DOOR NOA 10105115 No- 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM GENERAL NOTES fi J ROSOWSKI a EDGE DISTANCE. -K -c ,01 V�, 4)FROM THE DESIGN PRESSURE TABLES(TABLES I OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED,USE THE ANCHOR QUANTITIES SHOWN. — 5)INSTALL ASPER THE GUIDELINES OF THIS SHEEf-SET. 1070 TECHNOLOGY DRIVE 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. N.VENICE,FL 34276 (941)-480-1600 -5470111 NTS 111 1 OF 21 11 MD-5470.0 Jill A.I M1111".I - MISCID REM 68705 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH — �{ NOM.PANEL WIDTH _ NOM.PANEL WIDTH N M.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 < PER TABLES 1&2 R TABLES 1&2 , PER TABLES 1&2 MAX.UNIT a I� MAX.UNIT / b I MAX.UNIT / / 1� AX.UNIT10 HEIGHT I HEIGHT / / �^ HEIGHT e I HEIGHT a PER TABLES 1&2 I$ PER TABLES 1&2 / / I PER ABLES1&2 TABLES 1&2 1 rocrtr I I, Pocwr I / / / roc J J 1 •J 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS Jar 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 1 Ii TIT 6 eerie MAX.UNIT a a IE MAX.UNIT ' / I� PER 'TIM HEIGHTa HEIGHT a TABLES 1&2 / / axEEv PER TABLES 1&2 / / / / / li PER TABLES 1&2 / / / / / -•j J CORNER TYP. 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS 0U1910EC0NMEP&OVM,INSIDECOPNm a1MIUR PRODUCT RENEWED MAX.UNIT WIDTH MAX.UNIT WIDTH as comp)ying w,th tho Floddc BuIlding Cada NOM.PANEL WIDTH NOM.PANEL WIDTH NDA-No. 15-1210.02 PER TABLES 1&2 PER TABLES 1&2 —I exptratton Dnte 0412112021 Tp ° 1 � a MAX..UNIT T a 9 s I MAX.UNIT mismt-D Product Control HEIGHTa / HEIGHT ' I" PER TABLES 1&2 / / / / / / g PER TABLES 1&2 / / / / Nr- J ' 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X =OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8118" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL DLO HEIGHT=DOOR HEIGHT-11-1/18" "'.ZZ �� C��y),INN 4{j�e LOCATIONS'.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,PXXXX OR XXXXII.OXXX IN P =POCKET PANEL HEIGHT=DOOR HEIGHT-2-1/2` 1••''�Gu�•SE P POCKET CONFIGURATION CAN BE OXXXp, 4, VINYL SLIDING GLASS DOOR NOA M 10/05/15 /t: N°''8705 2)00°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. FnF EXAMPLE CONFIGURATIONS � J ROSOWSKI W= 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND l '• W REVIEWED BY THE AUTHdAITY HAVING JURISDICTION. ® �� �p'• S oP••\~` DETAIL LETTERrton�o.' C2 CERT.OF AUTH.929298 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2, a 1070 TECHNOLOGY DRIVE SHEET NUMBER N,VENICE,FL 34275 A.LYNN MILLER,P.E. 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.056 FT (941)•480-1600 SGD-5470 NTS 2 OF 21 MD-5470.0 P•E.958705 DETAIL Al FD-E-TAT B-11 METAL TYP.,SEE ANCHOR THRU IX WOOD A$7KGA�Lj_ DETAIL DI NOTE 4.SHEET t MIN.OF 3 INTO MASONRY FACING"EXT.T. DETAIL 1 INTERLOCK THREADS BEYOND THE' CONCRETE/CMU ER METAL SUBSTRATE ANCHOR REQUIREM FRAME WIDTH REQUIRED IF DOOR TYP.ANCHOR T HEIGHT IS OVER N* 21 EMBEDMENT • 04 MAX28"O.C. 01 ss EDGE DISTANCE 22 EDGE SUBSTRATE,SEE DISTANCE TABLE A.SHEET 1 8, 50 74 NOTE 3,BELOW DAYLIGHT ,B R1 TERfOR z7 t OPENING 26 8 WIDTH EMBEDMENT EDGE DISTANCEf e+ IEDGE 26 F48 82 EXTERIOR o DISTANCE 25 20 SEE NOTE93 27 SEE NOTE IXOR2XWOOD THIS SHEET SEE TE6� THIS SHEET BUCKSTRIP,SEE SEE NOTE 8,THIS SHEET 29 THIS SHEET EMBEDMENT. ANCHOR NOTE 4,SHEET I I —————- #8 X 3W SMS REINFORCEMENT SCREW,7 PLATEAT 03 PER STILE,LOCATED AT CENTERLINE AND 0', TYP-ANCHOR TYPE, EVERY HORIZONTAL SECTION XXX SHOW 8,12-FROM ENDS(FACTORY INSTALLED). EMBEDMENTAND ANCHOR EDGE DISTANCE PER OCATION G SUBSTRATE,SEE TABLE A,SHEET 1& I DETAIL A21 NOTE 3,BELOW DETAIL C2 2X WOOD BUCKSTRIP OR I INT02XWOOD In 21 RED IFD R EMBEDM FRAMING,SEE ANCHO DAYLIGHT MIGHT IS OVER ——————- NOTE 3,SHEET 1 OPENING114"MAXiDl 22 IN RI PRODUCT RENEWED WIDTH EDGE .0 a ng with the Florida a DISTANCE 13suildlogpilod. TYP.ANCHOR TYPE, SEE NOTE 6,THIS SHEET 7 Lr NOA-No, 15-1210.02 EMBEDMENTAND Expiration Zia 04/2112021 EDGE DISTANCE PER TYP.ANCHOR TYPE, SUBSTRATE,SEEs3 z3 a TABLE A,SHEET I& —EMBEDMENT AND do Pld..l ..t.t EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, SEE TABLE A,SHEET EDGE I&NOTE 3,BELOW DISTANCE rXIMOR 114"MAX. PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER NOTES FIXED PANEL CLIP& INTERIOR OR NN ANCHORS,SEE EXTERIOR DIRECTION. 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTES,THIS SHE DETAIL SHEET 19 ALL PARTS IDENTICAL. A, 2)REFER TO ANCHOR NOTES,SHEET 1, 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FOR ALL 1.0011,11111S, ASTRAGALS,FIXED 2s zs ANCHOR QUANTITIES,SEE TABLES I&2. STILESMD VINYL SLIDING GLASS DOOR NOA 1A 10/05115N0-6t7 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-S FRAME ANCHOR LOCATIONS. ECT.114-1 J ROSOWSKI FOR 'c' p S 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL ON.PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD INTERLOCKS CE "PAU7H.020298 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. ONLY 11071 TECHNOLOGY DRIVE 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD N.VENICE,FL 342713 (941).480-1600 SGD-5470111 NTS 111 30F21 jig MD-5470.0 $9A.LYNN MILLER.P.E. ON.tE4,101 50705 DETAIL E1 TYP, NCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 {HTO MASONRY AND E GE DISTANCE PER INTO WOODsNTO SUBST I INTO MASONRY I Iwo METAL DADS APPROVED MULLION,FBC E.SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL I&NO E 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 P BE VERTICAL OR HORIZONTAL. BE VERTICAL CRETEICMU EDGE NOTE 3,�HEETI , SUBSTRATE PE OR DISTANCE /–SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIR ENT SEE SUBSTRATE PROPERTIES, 5 EDGE EDGE T B 8 1 REQUIREM I&NOTE 3,THIS SHEET TABLE A.SHEET I DI C L� ' DISTANCE DISTANCE 0'.;- EMBED- . ... I.:.,. . r. I , i f EDGE DISTANCE EDGE MENT 7 EMBEDMENT EMBEDMENT EMBEDMENT 114" IXOR2XWOOD 1/4"MAX. 1/4"MAX. MAX. 114"MAX. 114"MAX. -BUCKSTRIP,sF:E TTF1 50 ANCHOR NOTE 3. TYP.ANCHOR TYPE,EMBEDMENT AND /TTYRANCHOR TYPE,EMBEDMENT AND 7 SHEET EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 33 TABLE A,SHEET I&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET FOR NOTES LOCKSTILES, 1)DETAILS.APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. ASTRAGALS, 2)REFER TO ANCHOR NOTES,SHEET 1. FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND 88 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9118' HORIZONTAL ANCHOR PLATE AT RAILS SCREW;3 PER RAIL,LOCATED AT'4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" EVERY ANCHOR CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT-DOOR HEIGHT-2-112" LOCATION (FACTORY INSTALLED) 8)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT sb 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. OPENING PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL FRAME SEE HEIGHT LENGTH OF THE EXTRUSION,REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTE 61 SILL RISER EXACT DIMENSIONS. PRODUCT RENEWED THIS SHEET VARIES WITH as compignT with the Florida REQUIRED Building Cade EXTERIOR POSITIVE NOA-No. 15-1210.02 DESIGN Expiration D ePA12112021 1�3 xi"ra"an" eu4 "'u"" PRESSURE, .390 82 SEE SHEETS' '39D By 61 OR 82 Mile (-Do a roductC.atrol 7&6. .390----1 1,— – 25 OR(zD .390 F 2.047 ] MAX. 33 1-7 3 2.370 4,041 -45 ALSO APPLY I GROUT AS 642 NO N _�823 3.04 NEEDED,SEE is 9 D42 #4-45 ALSO APPLY t917 7 L ANCHOR NOTE a 60 2 12 0601 .060 .060 U 5,SHEET1 114"MAX. 2-1/2'=TOTAL .06 SILL HEIGHT SILL,RISER SILL RISER a SILL RISER SILL RISER 000111111,, —(2-1/2'TOTAL (3-il2-TOTAL (4-1/16-TOTAL (4-5/8'TOTAL 11 0�0 k.yi, 4 SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) .......N EMBED- EMBEDMENT EDGELLG MENT o ISTANCE VINYL SLIDING GLASS DOOR NOA 10/06115 z 1-1..66705 TYP.ANCHOR TYPE, \\_TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND I 141 J ROSOWSKI t 81 T fj EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE 61 Y CO CRETE/CMU ER SUBSTRATE, NOTE 3,SHEET I PER SUBSTRATE, CERT.OF AUTH.#29208 t I PE CH DETAIL F1 E TABLE A, - DETAILSEE TABLE A, 1070 TECHNOLOGY DRIVE REQ IREM NT I INTO MASONRY 6 EET I&NOTE 3, WOVY D SHEET &NOTE 3 N VENICE,FL 34275 Pl lilt (;11)-480-1600 P.E_Y 68705 IS SHEET THIS SHEET A.LYNN MILLER,P.E. 2 Q PaQ��C] INTERIOR � 2 INTERIOR 4 75 R 26 69 1@.R 28 37 B0 MAX1@.6'O.C. ' INTERIOR 18 98 EESHEE 49 INTERIOR DETAIL H2 . 38 ,0 98 MAX3.6'O.C. EXTERIOR 90• T o P SEE SHEET 19 0 ,t, OUTSIDE CORNER 40 O 99° �I 33 INTERIOR O �' 94 MAX 18.6-O.C. D ❑u37 EXTERIOR EXTERIOR 0 v 136° v 90° a, DETAIL G1 �+� DETAIL FI1 MAX 1800.0.as INSIDE CORNER O INSIDE CORNER 40 Ilf� EM(E�RIOR NTERIO Al EXTERIOR + t SEE SHEET I9 V O��P1yp4 PRODUCT RENEWED as complying wllh the Florida 13 Building Code Now-No. 15-1210.02 �OO 135° 4 Expiration Dat 4/ 1/2021 INTERIOR DY Miami-Da roduct Control O 2 ao NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR &R 20 ut" �Q QUANTITIES,SEE TABLES 1&2. 33 38 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, ;��r0��{•� ��/CC�e��i� DEPENDING ON CONFIGURATION. DETAIL G2 A1AX+@ @ O C 96 EXTERIOR ' No.BB705 tas° MX3.5'o.c, to aB VINYL SLIDING GLASS DOOR NOA 10/05/15 = _ SEE SHEET 19 OUTSIDE CORNER 69 CORNER ASTRAGAL HORIZ.X-SECT, �S J ROSOWSKI =•0'• @ CERT.OP AUTH.#2929@ m r ass/0NA\-����, 1070 TECHNOLOGY DRIVEI`' N.VENICE,FL 34275 A.LYNN MILLER,P.E. (941)•480-1600 SGD-5470 NTS 5 OF 21 4 MD-5470.0 rc REA 68705 DETAIL 11 DETAIL 12 OPTIONAL NON- INTO MASONRY Iwo MASONRY STRUCTURAL ANCHORS FOR t."• Q EDGE CONCRETEICMU INTERIOR POCKET NTERIO 21 n TYP.ANCHOR TYPE,EMBEDMENT PER ANCHOR 1 •+ at DISTANCE JAMB n z7 � AND EDGE DISTANCE PER REQUIREMENT, " INTERIOR POCKETS MUST SEE FIG L SUBSTRATE,SEE TABLE A, ''•�'. THIS SHEET , SHEET &NOTE 3,BELOW '.'•'a•'_ ,.• FIGURE I,INTERLOCKSAT POCKETS: INCLUDE A NONSTRUCTURAL, :, °•1 ,�:,. "' to + ; y: :,.• .,• ' FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE r + ; - POSSIBILITY OF WATER j 4V .:"'• _ OPT. INFILTRATION. „e- 0 114°MAX. 21ta d EMBEDMENT ,. AN r,'-• 17 OPT. ;•I ;i '- 17 OPT. POCKET BY OTHERS,SEE NOTE 6 BELOW. ExrERIGR ExrE tloR FOR DOOR HEIGHTS OVER 96" a EXTERIOR<; ME 10 •' 1 114°MAX, q ,:• OPT_ ANCHOR to e7 21.9„ MAX.D.C. TYP.ANCHOR TYPE,EMBEDMENTL CONCRETEICMU TSEEFI 1,St d AND EDGE DISTANCE PER EDGE PER ANCHOR za rt z7 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT c!J &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 of 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 i BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO 2X WOOD BUCKSTRIP OR PRODUCT RENEWED THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR as complying with the Florida EDGE DISTANCE NOTE 3,SHEET 1 Building Dodo DISTANCE OPT.ANCHOR NOA-No. 15-1210.02 DETAIL 13 OPT.ANCHOR Expiration Date 04/21/2021 INTO METAL EMBEDMENT _ I By_ 17 OPT. OPT. TAlaml-Da Praduct Control EMBEDMENT t� DETAIL 14 114"MAX. MAX. " INrowooD EXTERIOR 10 SEE FIG 1. SEE FIG 1, d THIS SHEET St THISSHEET 26 a2 n 27 Q xrEnRtoR V 2e 211 s1 1ttuulillirrr EXTERIOR POCKET ��`'���LYNN ds�ClFr�,, EXTERIOR POCKET :,�a�o��ct0ase ••_�..� NOTES , 1)DETAILS APPLY TO 2,-3 AND 4 TRACK CONFIGURATIONS. ALUMINUM SLIDING GLASS DOOR NOA 10/05115 -#: Fin.`x470' 2)REFER TO ANCHOR NOTES,SHEET 1, T4 '3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2, P-HOOK EXAMPLES,HORiZ.X-SECT. 4- J ROSOWSKI ` uI 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS, 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS, CERT:OFAUTH.M929a pc FtGRto 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. rrr�S)p�jp 1.1++• N.VENICE,FL 34275 (941)•480.1600 SGD-5470 NTS 6 OF 21 JR11 MD-6470.0 A.LYNNSLLER,P.E. P.E.aa8T9S , TABLE 1: Design Pressure DP and Anchor quantities Required, appro.e c gurations on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Astragal Reinforcement#129 60" 84° 96" PRESSURE,USING THE ANCHOR QUANTtES LISTED BELOW.SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockable Reinforcement#25 of#26 68-1 ght 72-15116°DLO Helgbt 84.15116°DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES,ADDITIONALLY,THEStd.Interlock Reinforcement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A 1 13 1 C D A 13 1 C D A H C D CONSIDERED,SEE TABLE Bi,THIS SHEET. Design Pressure +12711-127.1 psf +120 f-120 psf +102.9/4 9psi #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR 03+1,3 ANCHORS 19.1/8" HeadlSlll C5+i C3+1 C3+i C3+1 C5+1 I C3+1 C3+1 03+1 C5+1 03+1 03+1 03+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" Widtth Jamb b 5 8 6 5 5 6 b 5 6 6 5 MIDSPAN OF PANEL). P-hook 7 7 7 7 7 7 7 7 8 8 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +106.3/-106.3 pst +#00,2/-100.2 ps/ +85.31.85.8 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-118" Head/Slit C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 G3+S Citi C6+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" DLO Width Jamb 5 6 6 5 5 6 8 5 5 5 6 b Width P-hook 7 7 7 7 7 7 T 8 8 6 6 s Design Pressure +929 .9 ps +87.3/-87.3 pst +73.8/-73.8 psi 3DLO Head/S111 C5+1 + + C 1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Width D 36" DLO Jamb 5 6 5 5 6 6 5 6 6 b •� P-hook 7 7 7 1 7 1 7 1 7 8 1 8 1 8 1 8 zDesign Pressure +78.4/- . f +78.4/-78.4 psf +65.8/-65,epsf 37-118" Head/$6I C5+2 C3+i 03+1 C3+1 C5+2 C3+1 03+1 C3+1 C5+1 C3+1 C3+1LC33+142" DLOTABLE B1:Width Jamb 5 5 5 b 5 5 6 6 5 5 6 Water LimitedFiG is P-hook 7 7 7 7 7 7 7 7 8 8 8 (+}Design Pressure OH LENGTH 43.1/8° Design Pressure +601-60psf +601-60pst +601-60psf SIII Nam,SIII Max.(+)DP Head/SIU C3+2 C3+1 03+1 G3+1 C3+2 C3+1 C3+i C3+1 C5+2 03+1 C3+1 C3+1 48" DLO Riser Height Allowed � DOORASSEMBLtES Jamb 5 5 5 5 6 5 5 5 ti 5 0 5 None 141/18" See Note 2 Width INSTALLED WHERE THE PRODUCT RENEWED P-hook 7 7 7 7 7 ? 7 7 8 6 8 8 w OVERHANG(OH)LENGTH 18 42 2.112" +36,7 psf 2 EQUAL TO OR GREATER THAN as cam t Mg with the Fiortda x Dutiding Code 43 3112" +60.0 pet O THE OVERHANG HEIGHT IS moot-Ne. 15-1210.02 USED IN EXAMPLE ON SHEET fl 44 4-116" +80.0 psi EXEMPTED FROM WATER Expirntton pate 04/21/2021 45 4-5/8" +100.0 psf INFILTRATION RESISTANCE. -- Mramr-D de Froduct satin! DLO WIDTH=NOM.PANEL WIDTH-8.9/10" DLO HEIGHT=DOOR HEIGHT-11-1/16° ����'Ni LYNy nil! jjrrr TABLE NOTES: PANEL HEIGHT=DOOR HEIGHT-2-112" q�0 caws 4` VINYL SLIDING GLASS DOOR NOA s 10105115 `*' tdo.58705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP, DP&ANCHOR QUANTITY TABLES J ROSOWSKI TE rFj 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL U'• 7 Lug RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE i MAY BE USED. �i � '• sT t e a 3)SEE SILL RISER TYPES ON SHEET 4. CERT.OF AUTH.029298 ''•,FLORtoP•' (j�, 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE r ,SS�(}N �- <<` 5)REFER 70 ANCHOR NOTES,SHEET i. N.VENICE,FL 34275 r t r t 0)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)•480.1600 SGD-5470 NTS 7 OF 21 q$ MD-5470.0 $ A.LYNN MILMR,PE. P.E.968705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, Use this table for; (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE TABLE A, Astragat Reinforcement#29 001 e4' 96, 106" 1201 SHEETI FOR COMPLETE ANCHOR LIMITATIONS. Lookstils Reinforcement#25 68-15116"OLD Height 72-16118"DLO Height 84-151161 DLO Height 98-1611V DLO Height 108-1161116"DLO Helifit- THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement#28 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B I C 1 0 -AFB F—0 D A I B I C I D D CONSIDERED,SEE TABLE B2,THIS SHEET, DestgR Pressure +169.41-169.4pst +160/-160 +137.11-137.fpsf +1201-130paf +106.71-116.6pat #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1l,3 ANCHORS HeadlSlll c5t1 C5+1 C15-1 C3+1 C5+1l C5+1 05+IIC3+1IC5+1 C5+1 C5+1 C3+11 C5+lIC5+iICS+iIC3+1 C6+1 I C5+1 I C5+1 103+1- CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT DLO 7 5 5 5 7 MIDSPAN OF PANEL). Width Jamb 5 5 1 6 5 5 7 - 65 1 6 8 a 6 6 1 6 0 6 ---TOTAL#OF ANCHORS THROUGH THE JAMB, 7 7 7 7 7 7 7 8 a 6 8 1 9 9 9 9 10 1 10 10 10 7 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +14L81-141.8p3r +10.61-133.6psf +1 3.81-11S.8pst I +99.11-107.4psr +87.81-911psf PERPENDICULAR To THE GLASS. 25-10 Head/80I C5+2 C5+1 C5+1 C3+1 C5+1105+1 C5+1 C3+1 C5+1 C5+1 C6+1 03+4 C5+IIC5+1105+1IC3+1 05+1 C5+1 C54:1 C3+11 30, DIP Jamb 6 6 7 6 5 1 6 7 5 6 1 6 1 7 5 0 6 8 6 6 6 8 —6 Width - P-hook 7 1 7 7 7 7- 0 1 8 1 8 8 9 9 9 9_ io 10 io —10 31-1/8" Design Pressure +123.91-123.9pst +116.41-116.4pst +98.51-98.5psf +8a31_92.4josf +75.31-81.6pst FIG 1: 36' DLO Head/Sill C5+2 C5+1 C5+2 03+1 C6+2 C5+1 05+2 C3+1 05+2 C6+1 05+1 C3+1 C5+1 C6+1 C5+1 C3+1 C5+1 C5+I C6+11 C3+1 OH LENGTH Width Jamb 5 5 7 5 5 5 1 7 1 T 5 5 7 6 —6 6 8 0 6 6 6 6 P�hook 7 1�77 1 7 7" 7 1 7 . 6 9 9 10 10 1 io 1 10 DOOR ASSEMBLIES S, D _#' OH�LENGTH MC3 7 +1 6 Design Pressure +104.51-104.5psf +104.61-104.5pst +87.8/.67.epst +715.71-02psf t6a.61-72psf 10 INSTALLED WHERE THE 37-118. M 4T DLO HeadISIII C5+2 C3+2 C5+2 C3+1 C5+2 C15+2 C5+2 C3+1 C5+2 C5+1105+2 C3+1 r,5+21CS+iICS+2 C3+1 C5+1 C6+1 C50103+1 OVERHANG(OH)LENGTH IS Width Jamb 5 6 7 5- 5 5 7 6 6 5 1 7 6 6 6 1 8 6 6 1 6 8 1 6 EQUAL TO OR GREATER THAN P-hook 7 7- 7 7 7 7 7 10 0 THE OVERHANG HEIGHT IS 7 8 8 9 9 1 -9 9 EXEMPTED FROM WATER 0Design Pressure +801-80psf +801-80psr +80/-Bow +601-65ps1 +601-65psf — INFILTRATION RESISTANCE. 43-118" Head/Sill C5+2 C3+2 C5+21 C3+1 C5+2 I C3+2105+21 C3iT1 C5+2105+21 135+21 C3+1 (35+21 C3+1 I C6+2 I C3+1 03+1 48' DLO Wldlh Jamb 6 5 6 1 6 6 1 6 8 5 5 6 7 5 6 6 7 0 6 1 0 e P-hook 7 7 7 7 7 1 7 7 1 7 8 1 6 1 6 1 8 9 1 9 1 0 1 9 10 1 10 10 10 TABLE 02: PRODUCT RENEWED Doa;LD2 Pressure +74.11-74.1pst +74.11-74.1psf +63,81-69.8psf Water-Limited no comptlin with the Florida 49119" Building o a 64" DLO HeWCVsII( C5+2 C3+2 C3+21 C3+1 1+1 C5+2lC3+2lC5+2 03+1 (+)DasIgn Pressure NOA-No.- 15-1210.02 WId11h Jamb 5 5 6 5 5 5-1 6 5 8111 Nom.8111 Max.(+)DP expiration auto 0412112021 P-hook 7 7 7 1 7 1 7 1 7 1 7 1 7 8 a I a 8 Rlser Height Allowed ay Design Pressure +601-60psf +601-60 psi +601-60pst— Not available In these sizes. None 1-11119' See Notal 60" OLD HeadiSill C3+2C3+2 C3+203+i,05+2 03+2 C3+21 G3+1 CEC3+2 C5+2 03+1 42 2-1/2` +9.7 psf Width Jamb 1 6 1 5 1 6 1 6 1 6 6 6 1 5 , 5 1 .5 1 6 1 6 1 43 3-1/Z' +60.0 psi — P-hook 1 7 1 7 J71 7 1 7 1 7 1 7 1 7 1 8 1 _8 1_8 1 a 1 1 44 1 4-1/16' 1 +80.0 psi 45 1 4.5/8- 1 +100.0psf DLO WIDTH=NOM.PANEL WIDTH-8-9116" DLO HE =DOOR HEIGHT-I 1-1116" PA14EL HEIGHT=DOOR HEIGHT-2-1/2- TABLE NOTES: JA wo'!W/05 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 VINYL SLIDING GLASS DOOR NOA 10/w/16 AND TABLE B2 DETERMINES THE WATER LIMITED(+)OR DP&ANCHOR QUANTITY QUAN 4,1 J ROSOWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ir or W RISER IS NOT REQUIRED.IF SO,+DPIS SHOWN IN TABLE 2 MAY BE USED. 0. tAl 415 v'. 3)SEE SILL RISER TYPES ON SHEET 4. CSRT.OF AUTH.P20296 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE ,S)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480.1600 IISGD-5470111 NTS 111 8 OF 211 MD-6470.0 ALYNttMILLER,P.E. P — .E.0 58705 EXAMPLE: 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE _CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, @ INTERIOR POCKETS OF INTERLOCK OFINTERlOcK�--ANCHOR INFORMATION, LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, 6' —CENTERLINE --CENTERLINE CENTERLINE PROJECT DES(GN,PRESSURE REQUIRED;+48.21-58.6 PSF MAX, CFPANEL I OFPAN61.2 OFPANEI.3 POCKEYBY OTHERS,SEE NOTE 0. SHEETS .+2*ANCHORAGE, 26.310`MAX. AX ANCHORAGE,- ANCHORAGE, MAX. SHEET 12 1421 SHEET 12 C3*CLUSTER, SHEET 12 EXTERIOR SHEET 11' SHEET t2 END ANCHORAGE SEE POCKET JAMS (MIN.i ANCHOR) \& SPLICE NOTE; HEAD ANCHORAGE DETAILS OPT.ANCHOR EXTERIOR NON-STRUCTURAL ANCHORS MAY SHEET 6 TO AID IN BE ADDED IN-FiELD AS NEEDED TO PXXX(3-TRACK) ALIGNMENT ALIGNTHEHEADCRSILLIFA 101 SPLICE OCCURS WITHIN APOCKET, S SPLICE INTERIOR CENTERLINE' CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OFINTIERLOCK ANCHOR INFORMATION. CENTERLINE CENTERLINE CENTERLINE '4IV vF`1 MAX. OFPANCL I OF FANEL 2 OF PANEL 3 I n POCKET BY SEE o 1, o 19 1 EX—TEHtOR INTERIOR OTHERS, NOTE to o SHEFT6 2" -4 26-3irmAx.�� l INTERIOR T7' 1.IIR EXTERIOR ANCHORAGE. •r2'ANCHORAGE, '+Z'ANCHORAG MAX SHEET 11 SHEET 11 77 SHEET11 EXTERIOR 12'MAX 211.8' LUSTERJ '03'CLUSTER, END ANCHORAGE SHEET11 SHEETII FRAME JAMS SEEPOCKETJAMB (MIN,I ANCHOR) MAX. REQUIRED @ 10, D.C. INSTALLATION ATION ON SILL ANCHORAGE DETAILS INTERIORPOCKEM SHEET 0 11)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES I&2 PXXX(3-TRACK) PRODUCTRIENEWED as OMPWIn�with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building a a +48.2/-58.0 ATA NOM.PANEL SIZE OF 48"X 84.FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NDA-No. 15.1210.02 DESIGN PRESSURE IS+00/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date 04121/2021 PRESSURE REQUIREMENTS, TO BE 2r�,31 D.C.OR LESS —1 BY. MAX' ANCH SHEET EhDMC.'_ R FOR WOOD INSTALLATION USING ANY I HeidSili C3+2] forri-irpoe,Frocluct control ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 5 I SHOWS ANCHOR REQUIREMENTS OF: I., P4=R 7 1 z K A I A 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6'MAX. V MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"03"CLUSTER ANCHORS AT CENTERLINE OF END PANEL THE INTERLOCKJASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE HEAD(INTERMEDIATE ANCHORS): MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE OPT.ANCHOR ALIGNMENT MIDSPAN OF EACH PANEL. L SHEET 12 FOR THE"+2 ANCHORS AT THE N TOAID IN O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL LCLUSTER ANCHORSY SHEET 11 FOR THE'C3'CLUSTER ANCHORS AT 25-3/6',OTHERWISE AN ARE NOT REQUIRED AS THE INTERLOCKJASTRAGAL. PER THE FIGURE ABOVE: ANCHORAGE ANCHORAGE ..........e - SILL(INTERMEDIATE ANCHORS):SHEET I I FOR THE"+2 ANCHORS AT THE 111C, vkc DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA 10/05116 Ig FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL D A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT, STRAIGHT DOOR EXAMPLE jj�j J ROSOWSKi v LOCATIONS OF GROSS-SECTION DRAWINGS. B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. CERT.OFAUTH.4292RB BE FOUND ON: — D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE "'/ E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHE 3- N.VENICE,FL 34276 I'All IIIIIII'll F)SHEET 21 FOR A BILL OF MATERIALS. A.LYNN MILLER RE g i - P.E.0 68705 D-6470.0 ?0K',SHEET 6 (941)-480-1600 1118130,5470111 NTS 07F�1�kl M SILICONE HOT-MELT BUTYL STRUCTURAL STRUCTURAL SILICONE 3AWNOM. POLYISOBUTYLEN 114'NOM. FOAM ,. WITH DESICCANT WITH 1-1/18'NOM. DESICCANT 9118"7 GLASS 76 76 EXT.GLASS EXT.GLASS 77 78 11/16"AIR SPACE 3116'T GLASS--\ PAINTED/ INT.GLASS INT.GLASS ez o 83 LAMINATED SURFACE a EXTERIOR KODISPACE SUPER 75 4SG TPS 76 SPACERD NXT n'' GRLAZD'IF#82-831308 I 1 7GLASS. TOWARDS THE EXTERIOR. I D i GLASS BRE aINTERIOR PRODUCT IS*INTERIOR- I 79 GLAZED'IF#82-8315 TOWARDS THE INTERIOR. I - • 86 ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5118"NOM. GLASS DETAIL 5/18'NOMte . S - ' BUTYL& SILICONE SEAL PRODUCT RENEWED DESICCANT ROLL-FORMED FOAM STAINLESS STEEL NOTES: B comp)yIngnding Codo Bwith the Florida o 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 Date 04121/2021 "T'•=TEMPERED By Mimn-D roduct Cont of INT.GLASS INT-GLASS 77 T6 DURASEAL@ XL EDGEIm SPACER SPACER LYNN MJ �l���. 58705 4,VINYL SLIDING GLASS DOOR NOA10/05/15 _ _ �= GLAZING DETAILS J ROSOWSKI '•• its 2 E CERT.OF AUTH.#26296m i�'SS/ON AI m 1070 TECHNOLOGY DRIVE A N.VENICE,FL 34275 &LYNN MILLER,P.E. (941)-480-1800 SGD-5470 NTS 111 10OF21 1111 MD-5470.0 P.EJ/68706 SILL CLUSTER ANCHORS LAYOUT: SILL 14"INTERMEDIATE ANCHORS LAYOUT, ASTRAGALOR ASTRAGAL OR INTERLOCK- K-INTERLOCPANEL_ PANEL PANEL CENTERLINE EEL. CENTFRUNE CENTERLINE 4 CENTERLINE 4" CENTERLINE EXTERIORIL EXTERIOR EXTERIOR EXTERIOR EXTERIOR ID 2-7RACK CUJSTER'C3' .1u, 2-TRACK CLUSTER'CV 2-TRACK INTERMEDIATE Jvq TRACK INTERMEDIATE .-TRACK INTERMEDIATE! ANCHOR LOCATIONS ANCHOR LOCATIONS •+1'ANCHOR LOCATION '+2*ANCHOR LOCATIONS ANCHOR LOCATIONS AS'IRAGALOR ASTRAGAL ON INTERLOCK INTERLOCK PANEL PANEL PANEL -I-, "7 7 CENTERLINE4", CENTERLINE 4- CENTERLINE�] CENTERLINE4" CENTERLINE 4" EXTERIOR 3.22" EXTERI I EXTERIOR EXTERIOR 3.2211 EXTTRIO 1 "RACK CLUSTER 3-TRACK CLUSTER'C5P ID 3-TRACK INTERMEDIATE TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHORLOCATIONS -+2.ANCHOR LOCATIONS '+3•ANCHOR LOCATIONS ASTRAGALOR ASTRAGALOR INTERLOCK E7 INTERLOCK- PANEL PANEL CENTERLINE CENTERLINE 4% CENTERLINE CENTERLINE PANEL CENTERLINE- 7 0 /0 EXT I EXTERIOR 3.22" EXTE EXTERIOR EXTERIOR MR - 3.22" IV/ 4-TRACKCLUSTER IF 4-YRA*CK CLUSTER 4-TRACK INTERMEDIATE v 47RACK INTERMEDIATE v 4-TRACK INTERMEDIATE 'C3•ANCHOR LOCATIONS W ANCHOR LOCATIONS 'W ANCHOR LOCATION W ANCHOR LOCATIONS '-WANUHOR LOCATIONS NOTES: NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, IMERMEPIA7E ANCHOR LOCA710?S: i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.376" W2.37 2)TRACK-TO-TRACK FOR ALL SILLS': DISTANCE IS 2,375" 1 V2.376' FOR ALL SILLS: I:u PRODUCTRENEWED I{ead(Sl11 +1 as complying with the Florida I YNN 4f,1'/J/ Jamb 1 6 Building Code ........ 74", FIGURESPERTAIN7011FOU.0WINGSU NCIA-No. 15-1210.02 .. e CLUSTERANCE10RIELOCA710ft P-hook I Explra on D 0 1/2021 11 10/06/16N..58705 VINYL SLIDING GLASS DOOR NOA By N Nlip I- Ado Product Control ANCHOR LOCATIONS A J1ro1 J ROSOWSKI : SVAWL� -- LORICI, CERT.OF AUTH fi 9295 ......... . "1,;9/0NA1-V,,\\ F tamb :�15 1070 TECHNOLOGY DRIVE 1, P-noDK 1 7 1 N.VENICE,FL 34275 111111110, 1(941)-480-1600 1 SGD-6470111 NTS Tirl I OF 21 1111 M 70.0 A-LYNN M=RE.* D-54 HEAD CLUSTER ANCHORS LAYOUT: HEAD 11+11 INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAOALOR • PANEL INTERLOCK- 4++ INTERLOCK 4' PANEL CENTERLINE 4" PANEL 4„ CENTERLINE CENTERLINE CENTERLINE CENTERLINE EXTERIOR 322" EXTERIOR 3.22° EXTERIOREXT(ERR40ft 53.22- EXTFRIIOR 3.22" 'D 2•TRACKCLUSTER'C3' 2-TRACK CWSTER'C5' v 2-TRACK INTERMEDIATE v 2-7RACKINTERMEDIATE V 2TRACKINTERMEOIATE ANCHORLOCATIONS ANCHOR LOCATIONS •+i'ANCHOR LOCATION '+2'ANCHOR LOCATIONS *tW ANCHOR LOCATIONSASTRAGAL OR - INTERLOCK— AL K " PANEL PANEL � PANEL CENTER CEME ASTRAGAL INTERLOCK RLINE 4" CENTERLINE CENTERLINE 4.75" CENTERLINE 4" 4 .. ... EXTERIOR •-+ti —3.22" EXTERIOR EXTERIOR EXTERIOR V ' EXTERIOR 3-TRACK 3-TRACK INTERMEDIATE -AN—�"+ �3-TRACK CLUSTER'C3' 3-TRACK CLUSER'C5' 1NCHOR CA ON '2ANCHORLOCATIONS `� 3' CHORLOCATIONS�.N--SAHCHOR LOCATIONS ANCORLOCATtONS • CK ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK- 4" INTERLOCK—► 4„ CENTERLINE' CENT RANEL CENT PANNL 4" GENTEROP CENTERLINE EXTERIOR 3,22" EXTERIOR 3.22 EXTERIOR EXTERIOR EXTERIOR . -- 4T ' RACKCLUSTER -TRACK CLUSTER " 4-TRACK INTERMEDIATE 4TRACK NCHORLMEDIANSn' "D 4-TRACK NCHORLOGAT10E'43' 'CTANCHOR LOCATIONS "C5'ANCHOR LOCATIONS NS NOTES: MOURES PERTAIN TOTHE FOLLOW9NGHEAO 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, INTERMEDIATE ANCHOR LOCA110NS: NOTES: E' 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, DISTANCE IS 2,376" 2.375" 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.376" 2.375" FOR ALL HEADS: Head/Sll +1 a Romp C^9 wHh the Florld^ LYNN Jamb 6 Building Godo .•'GEN3 !�c FIGURES PERT THE F'OLLOWIN H OA-No. 15.1210.02 • CLUSTER ANCHOR LOCATION& P-hook 7 Explratlo^Dnt.0412112021 No.55't05 VINYL SLIDING GLASS DOOR NOA 10/05/1513Y Is"! We -D Product Control r- ANCHOR LOCATIONS Bm J ROSOWSKI A�,'.� �� � HeadtSlU 1 CERT.OFAUTH.412DID& Jamb 5 1070 TECHNOLOGY DRIVE P-hook 1 7 1 N.VENICE,FL 34275 (841)-480-1000 ,IISGD-5470111 NTS Ili 12 OF 21 y MD-5470.0 A.LYNN MILLER,RE. P.E.#68"8 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWNG JAMBANCHORL IGNS-. m 2.375" 4,76" 7.126 A, 21.9' 21.6" 210 HeadlSlll C3+1 1551b j ' .h. —j ' MAX. MAX. MAX. k. 7 D.C. EXTERIOR O.C. EXTE D.C. EXTERIOR OPT.ANCHOR TO AID IN \ ALIGNMENT 61 61 NOTES; MAX. MAX. MAX. 1)STANDARD ANCHOR LOCATIONS SHOWN. FO3 AND ACK JAMBS, 2-TRACKFRAME t 31RACK FRAME F--�TRACK FRAME BER LOCATED IN4-TRADJACENT TRACKS ANCHORS MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES; PER END @ 1'X.500- PER END @ I-X.509' PER END Q 1'X.600- SIL P 3 PER W E E END D NOTCHES 111C XH58 _500" SILL SILL ~ EXTERIOR SILL EXTERIOR EXTERIOR (3)TRACK WEEP HOLES a MAX. EVERY 24" 1.125"X.1 90";_/ (6)TRACK WEEP HOLES (10)TRACK WEEP HOLES (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190"; TO AID IN 24- 1.375"X.500" (1)WEEP NOTCH EVERY OPT.ANCHOR EVERY 24"@ 1.126"X.19W, ALIGNMENT 24!'@ 1.375"X.500-1 (1)WEEP NOTCH EVERY 24P @ 1.375-X,600' NOTES: 1)SEE TABLES I&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3 4 TRACKS) PRODUCT RENEWED OF ANCHORS REQUIRED IN THE P-HOOK. as complyino with the Florida Building Code LYNN N FIGURES PERTAIN TOTHEF Nop0cmuma (P-1-100KI ANCHOR LOGAIMNS: NDA-No. 15-1210.02 K" Expiration Data 04121/2021 No.ou705 VINYL SLIDING GLASS DOOR NOA 10105/15 By tg WHO Product Control o ANCHOR LOCATIONS C 11fi1 J ROSOWSKI SI I;LTF IE C Haadl3iti C3+1 CERT.OFAUTI-14202M 0. 1070 TECHNOLOGY DRIVE P-hook N.VENICE,FL 34276 A.LYNN MILLER.P.E. (941)-460-1800 IIISGI).64701AI NTS 111 130E 21 MD-5470.0 Iri FIGURES PERTAIN TO THE HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: rOLLONNG Dr CORNER S U. ANCHOR LOCATIONS: 90* 4" 4" L4 L �L3.2r o 4- LfoadfSil I Si I Mb 1 6 3.22" EXTERIOR 'EXTERIOR7 -hwk I 2-TRACK11'C*11R 2,7hACK90-CORNER P 'ANCHOR LOCATIONS 'CU'ANCHORLOGATIONS 2-IRACK90'CORNER EXTERIOR 2-TRACK SO'CORNER EXTERIOR (USE WHERE'03"IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) IC4"ANCHOR LOCATIONS -CS'ANCHOR LOCATIONS (USE WHERE-M-18SPECIFIED) U (USE WHERE"CS`IS SPECIFIED) prim 7 PRODUCT RENIFWED 4" as cornpigin 4" %wIth the Florida 4�' fluilding Code RIDA-N.. 15-1210.02 4!' P p 9 Expiration Date 04i21/2021 4- 4- 4" 4, Contra! Nl— 'y e EXTERIOR 3.22" EXTERIOR 3.22" 3-TRACK 00'CORNER -- — 3-TRACKEWCORNER 3-TRACKEO'CORNER EXTERIOR 3-TRACK OW CORNER EXTERIOR 'G4'ANCHOR LOCATIONS U 'CV ANCHOR LOCATIONS G4*ANCHOR LOCATIONS 'CVANCHOR LOCATIONS (USE VAIERE'C3'IS SPECIFIED) (USE WHERE'C5-IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 4" 4" 4„ 4 ......... A .........o� 75. AO. 4 —\ 11j:: V tYy of FO 0- -3.22" 4" "'"�& L 322" 4-70ACK S0-CORNER EXT9810A EXTERIOR EXTERIOR EXTERIOR 4-TRACK OW CORNER E901-011 4.TRArK 00'CORNER 4-TRACK90'CORNER NANCHOR LOCATIONS OV ANCHOR LOCATIONS -ANCH 1\'OVANCHORLOCATIONS E WHERE*C5'IS 8 PECIFIED) (USE WHERE 103-IS SPECIFIED) (USE WHERE TV IS SPECIFIED) A.LYN.N MILLER,P.E. (USE WHERE"(33"IS SPECIFIED) (USE lu 'C4 OR LOCATIONS 58706 NOTES* FIGURES PERTAIN TO THE FOLLOWING so-CORNER HEADANCHORIOCAVONS, 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. fil VINYL SLIDING GLASS DOOR NOA 10105115 90, 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING.AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D J ROSOWSKI meadi'su Jamb 6 3)TRACK-TO-TRACK AM 7 DISTANCE IS 2.376' 2.376" W2.3716" CERT.OFA .029206 FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941).480-1600 SGD-5470111 NTS 111 4�OF2 11 MD-5470.0 Jill 1 FIGURES PERTANTOVIS HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLLOYANG 135'CORNERGILL ANCHOR LOCA1101,18'. 135 A, 4- 4 4- 4" 4- 0 "e 4�' XTERIOft P0 1 ° 32ZeEXTERIOR 44EXTERIOR 4 EXTERIOR 2TRACK 135'CORNER 2-TRACKISWCORNER 2-TRACK 135•CORNER V 2-TRACK 135•CORNER 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '(34"ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE-Cr IS SPECIFIED) (USE WHERE'05-IS SPECIFIED) (USE MERE'Cr 18 SPECIFIED) (USE MERE'C5'18 SPECIFIED) 4" 0 PRODUCT RENEWED • 6 4" as compillny with the Florida 1 4" Building a 9 HOA-No. 15-1210.02 expiration veto 112021 "0 EXTERIOR EXTERIOR EXTERIOR EXTERIII By 3 22" 329" Miam-D roduct Control 1 3-TRACK135*CORNER 3-TRACK 135'CORNER 3-TRACK CORNER 3-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS CW ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USEWHERE-CY IS SPECIFIED) USE WHERE'CW IS SPECIFIED) (USE WHERE C3'IS SPECIFIED) (USE WHERE W IS SPECIFIED) dl�� - - 4„' 4" 4 o My .'3P.. 1�1..fj8706 4" 4" m . P EXTERIOR ="Te. R R 0 r m It- *;I % ' "1 16 .. -1 Z EXTERIO . 14i EXTERIOR EXcur�ERIM S' I'- -Z� 3.20 4-iRACK 135-CORNER 4-TRACK 135'CORNER C4'ANCHOR LOCATIONS "C6'ANCI IOR LOCATIONS 4-TRACK 135°CORNER 4-TRACK 135'CORNER SE MERE'Cr IS SPECIFIED) (USE WHERE-CV IS SPECIFIED) 'C4"ANCHOR LOCATIONS C6'ANCHOR LOCATIONS (U {USE WHERE-Cr IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.EA68705 FIGURES PERT"TOTHE FOLLCMNG IW CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA Ig 10/05m5 2)DETAIL'S DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILARFOROUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 114�1 J k0SOWSKI Jamb 6 3)TRACK-TO-TRACK P-hook 7 DISTANCE IS 2,376' W2.375" W2.375.. CERT.Or AUTH.920298 FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)480.MO ISGD-5470111 NTS]TI15OF21 MD-5470.0 WNG HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL; F SpLtCSPER7ANCHOR LOCATIONS: OCATI NS: AURES SIU.ANCHDREFOLLDN9: SPLICE �* SPLICE SPLICE SPLICE LOCATION 4" LOCATION 4�, LOCATION LQCATICN 4" y, 4" ..._._ ...--s,W, u� . t o o EXTERIOR 1 1 3.22° EXTERIOR 3.22" EXTERIOR EXTERIOR Heam3111 C31 SPLICE 2-TFACKSPUCE V 2-TRACKSPLICE 2TRACKLOCATI SPLICE tj -Ow ANCHOR LOCATIONS hook 7 'C4'ANCNORLgCATI0N3 'CS'ANCHOR LOCATIONS `�"ANCHORLOCATIONS (USE WHERE-C3-IS SPECIFIED) (USE WHEREOF IS SPECIFIED) (USE WHERE-C3-IS SPECIFIED) (USE WHERE-OW IS SPP�iF1E0} SPLICE SPLICESPLIGE SPLICE LOCATION LOCATION LOCATION 4" LOCATION 4" 4.75" — *4" —.. PRODUCT RENEWED as compleng with the Florida EXTERIOOR 4" EXTERIOR EXTERIOR 3.22 EXTERIOR 4, Building Coda 3.7RACK SPLICE 3-TRACK SPLICE n.. 3TRACKSPLtCE 3TRACKSPLICE NOA-No. 15-1210.02 'C4°ANCHOR LOCATIONS `C6'ANCHOR LOCATIONS V 'CWHER ORLOCAT SPECIFIED) �/ `CWHERE'C LIS SPECIFIED) (USE WIIERE'C3'IS SPECIFIED) (USE WHERE'CV(S SPECIFIED) {USE WHfRE'C3'IS SPECIFIEp) {USE WHERE'C5'tS SPECIFIED) Expiration Date 04/21/2021 BY Nilam- a Product Contra SPLICE 4.75^ sauce sPLIGESPLICE_ . LOCATION 4" LOCATION LOCATION 4" LOCATION 0 o ' 1111 f/rt EXT(E��RIOR 4" EXT{ERiRiCk 3,22" EXTERIOR 3.22" EXTERIOR —3.22" `1�w`(XYNN 1,11{ �J 4•TRACKSPLICE �/ 4TRACKSPLICE 4TRACKSPUCE - A-TRACK SPLIGE > >\��. 'g4'ANCHOR LOCATIONS 'Ca'ANCHOR LOCATIONS i '^�: V '04'ANCHOR LOCATIONS 'OPANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) {USE WHERE'C3'IS SPECIFIED) (USE WHERE IS SPECIFIED) •=-/i t .56745 %GTS•',:�}oialoA•' NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2 ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK, A.LYNN MILLER,PE, ROuaes HF DANCHOR FOLLOWING: GfD FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET S. P.Eu68705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA 10/05/15 DISTANCE IS 2.375'- 5" 2.375" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F & J ROSOWSKt aS d}POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED gERT.OFAUTKA 296 Heamsm ca 1 1070 TECHNOLOGY DRIVE ,lamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34276 � AP•ho0k 7 (941)•480.1800 SGD-5470 NTS j 16 OF 21 1911 MD-5470.0 1 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE IW TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL INSIDE 00 OUTSIDE136' INSIDE M DOUBLE ASTRAGAL INTERLOCK INTERLOCK ASTRAGAL ASTRAGAL c INTERLOCK CK STILE W/HANDLE BUXOUT BOXIN RECEIVER ASTRAGAL ASTRAGAL INTERIOROR OUT IN RECEIVER RECEIVER EXTERIOR GLAZED =IDIP -M -'SLF INTERLOCK SINGLE INTERLOCK co:= E F PP K L L TC TA TV TW LOCKSTILE ASTRAGAL OUT moxom (IMIN SINGLE SINGLE DOUBLE INTERLOCKcD:= B H P A C C SIC SA SV SW SD INTERLOCK INTERLOCK IL IN reoxavD isaxwo FIXED DOUBLE STILE RR R S S FC FD FV FW A INTERLOCK LOCKSTILE lsoxcuo (wx1v Ll L'CKSTILE W/HANDLE D M i ' i ASTRAGAL LOCKS71LE Immu (SAXAM) DS ASTRAGAL gun-- LR T U OUBLE Box out INTERLOCK INTER©CK isoxom moxwn ASTRAGAL T U BOXIN 5w-.6— N wxwj �.m wxoo OUT.go- RECEJVER CT CS 'CF w ASTRAGAL Z -- RECEIVER AT AS DF OUT.135' PRODUCT RENEWED ASTRAGAL VT VS VF RECEIVER Be comp%ln with the Florida uUcUn9 i a IN, NOA-No. 15-1210.02 ASTRAGAL RECEVERI;al WTJ��SWF Expiration Date 04/21/2021 gr LEFT RIGHT PA—NEL PANEL -STILE STILE PANEL TYPE'F`SHOWN. PANEL NOTES: f .......... 1)SEE DP/ANCHOR TABLES I&Z SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE, 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE 4 VINYL SLiDJNG GLASS DOOR NOA 11 10/05/151 No.50705 TY NOT AVAILABLE. PANEL TYPES ll?.l J ROSOWSKI 6 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 609. T'f All YELF 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTHCERT.of AU7H.#20206 RI TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480.1600 A.LYNN M LLER.RE, IISGD-5470111 NTSTIT17OF21'1111 MD-6470.0 1611 P-r-41.705 5.875 10.635- 126 291 061 ,702 .1"LC❑ 100 -.930 Ca 1.681 2 f I 'H-.100 7F nn5!n @ INTERLOCK CAP, 1.812 TRACKINSERT 928 fl F .301 2 TRACK HEAQIJAMB 4 TRACK SILL OCOVER(PVC) ANCHOR PLATE EXTENDED POCKET 5.178 252 .231 .060 ---1 2.060 100 8.25.,0. .082 1.013 8.260 1.000 "-f* 1 '080 '100 L�3 ❑ HEI 11.813 � [t Lj 014A 4-- _060 1.681 9 4 62 060 r OT SILL TRACK P-KOOK ADAPTOR @ P-HO mo]H (913 TOMRAIL @ FRAME SILL @ COVER SUPPORT ADD-ON 3 TRACK HEAD/JAMB 3-TRACK BILL 125 .640 291 ..061 229 2.141 14.825 �640 3.000 76F� 76 .094LLL 6.875 .6 M_r .0 1�400 '100 ❑ 6�2Y6 0-14L, 1--2.607-4 t 1:3* �--.062 062 @EXTENDED @ KEEPER @ REINFORCEMENT REINFORCEMENT @ FIXED PANEL CLIP REINFORCEMENT 329 "46JA KEEPER BAR COVER BAR PLATE @ 4 TRACK HEAD/JAMB O2 2 TRACK BILL 2,511 1.670 1-- 1,625 1.595 F_- 09 -2.6916- .080 F=17t 7 1 r'---a 3A83 - .125 FF T 217�3 .099 2.368 �400 .070 .075-:'1 4.635 4279 .100 2.i 1 B�o 2.833 2.768 2168 2.210 Bf5 6 300 112 312 @ INTERIOR JAMB COVER 2-714 PRODUCT RENEWED AIDA 120.1Ji'.182 .12d--L-II.182 --2.291- .100A f ' 1 9 'LU 1.875 as Ing with the Florida @BOTTOM @BOTTOM @ INTERLOCK.300 @INTERLPCK.400 ASTRAGAL @EXTENDED POCKET @INTERLOCK PANEL STILE.TOP ac camp[ I ' AND STILE AND STILE REINFORCEMENT. REINFORCEMENT, @REINFORCEMENT INTERLOCK ADAPTER ADAPTER (@ASTRA13ALADD-ON @ANDBOTTOMRAIL NOA_No. 5-1210.02 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date 04121=21 REINFORCEMENT 3.462 . 3.320- 3.346 NOTES: Minell-0411fir Product Control 1f.472 3.), 910 1)SEE SHEET 4 FOR 3.109 .060 3.713 .090 �T' r SILL RISERS, 125 3.247 1346 .060 2A75 046 .500 2)SEE SHEET 20 - 1 .085 FOR SCREEN PARTS. .070 rn .300 w-E- 1 1.170 - -1---.229 @ 135°CORNER @136'CORNER @135*CORNER @135*CORNER @90'CORNER @ 80'CORNER @ 9(r CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR0LYN14 . .......... .2io, .2M VINYL SLIDING GLASS DOOR NOA 10105/15 No.50701.261 1,261 5 EXTRUSIONS 114-1 J ROSOWSKI rifz: 0 82 BEVELED BEAD @ 10GEE BEAD 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 A.LYNN MILLER,P.E. (941)-480.1600 1 IiISGI)-6470111 NTS 111 18 OF 21 MD-5470.0 )ANCHOR 1)INSTALL '4�> 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD CLIP INTO INTO FRAME ATTACHMENT TYPE AS USED PANEL 4-*1 JAMB& INSTALL ONE BLOCK AT 4 HEADER ASSEMBLY AT STILE BLOCK IN INSTALLATION, SUBSTRATE,SEE EACH INTERLOCK. TABLE A,SHEET ITABLE I AT ASTRAGAL,INSTALL 93(3)#10 x ANk, ONE BLOCK THAT BX 1.6"SMS SPANS BOTH PANELS. 13 SMS FIXE PANEL CLIP p FIXED INSTALL ONE CLIP AT THE 23 PANEL 11,V' MIDSPAN OF EACH FIXED X 2-1/4'SMS CLIP PANEL-TO-FRAME JAMB LOCATION. Al #a11 11 (A2i BAR COVER B Sm rz (4)#10X2"BMS S 22 REINF.at #BAR 8 #8 x 66, 1-1/4"SMS KEEPER is JAMB TO KEEPER SILL ASSEMBLY ATTACHMENT LOCKING JAMB i aj PRODUCT RENEWED as compiginT with the Florida 4 REINFORCEMENT PLATE Building o a ATTACH WITH#8 X 1-1/4' 4-PANEL, CK NOA-Mv. 15-1210.02 @34-112"mmb.c. OXXX N KEEPER io rxpirati.n o.toO4/21/2021 rplf P byZ� Mhmvol:O=drodluct control \12410 x m INTERLOCK INTERIOR CLIP COVER ti INTERLOCK NOTES EXTERIOR 24 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINF.PLATE BOTTOM RAIL #lox 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. I%\ SUPPORT 2-112" " 04 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. SMS SMS (2)910 X T'SMS THROUGH SUPPORT, VINYL SLIDING GLASS DOOR NOA Ig 10105/151 87 INTO PANEL O� PANEL�r , ASSEMBLY 1-112,SMS 1AT INTERLOCK SILL R #lox 15116 RETAINER b ALL PANEL CORNERS CERT.0 ALITH420296 CLIP ATTACHMENT ......... WELDED,NO ASSEMBLY \.v INSTALL ONE ASSEMBLY AT EACH INTERLOCK 1070 TECHNOLOGY DRIVE QNAX- FASTENERS N.VENICE,FL 34275SGD-5470111 NTS 111 19 OF 21 IGF—MD-6470.0 JAA X LYNN MILLER RE (941)-480-1600 P.F.0 687W BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: 108 102 103 &P&R 125 121 M t23 132 120 151 tOB - HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE, tao EXAMPLE f to 102 111 32 8 rC 121 ics El U 111 u R 100 15 HORIZONTAL SECTION EXAMPLE 112 AP I OR&@ 104102 HORIZONTAL SECT(_ 117 1.081 r-1.081 EXAMPLE --f 1.202 1.778.875 q 1,7j78 --_�-935 .875 1.020 —D--.050 -11--.050 .045 s SCREEN SCREEN @SCREEN OXO t093 1.993 1 YRAME SIDE RAIL, ASTRAGAL * RAIL LATCH ADAPTER Ln -Ti PRODUCT RENEWED BOX SCREEN BOXSCREEN BOXSCREEN 05 comp Inu with the Marble foo RAIL (BBOTTOM RAIL @SIDE RAIL 1435 Bulkling90do .726 NOA-No. 15-1210.02 127 .705 .7 2 Fxpiratlon Date 0412112021 .040 1 4' a 1.020 1693 i2e .062 -11.373 420 SCREEN VINYL (9FRAME SILL 77— 003 R& @ 055 R@ ASTRAGAL SCREEN i0l 0 2 W. 1.83 124 ADAPTER ADD-ON for .&<D 1.r720 .372 .012 (Bg SCREEN BOX ( B SOX SCREEN SOX (REEN 9 OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER EXAMPLE VERTICALSEGT NLYNet N EXAMPLE NOTES: ............. 1306 �CFWs-(.. 1)ALL DIMENSIONS IN INCHES, n==W — . 11,41871 — I— No.58705 lic 1.61 60 4 VINYL SLIDING GLASS DOOR NOA 10105115ro .055 --11,487 r— SCREEN DETAILS `J ROSOWSKI W:- (qB0XSCR5EN (BBOXSCREEN (BBOX SCREEN HEAD W. ASTRAGAL SILL ADD-ON AND JAMB ADD-ON ADAPTER CERT.OF AUTH.#202 Do 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 liSGD-6470111 NTS 20OF21 111i MD-5470.0 A.LYNN MLLER,P.F- L—P-EJI 58705 TABLE C: TABLE D:BOX SCREEN -# Part# Description Material # Part# Description Material # Part Description Material 1 18065 2-Track HeadtJamb Rigid PVC 40 legal 90°Comer Astragal Cap-Ext Rigid PVC 100 17268 Box Screen Top Reil. 8083 T6 AI 2 19002 2-Track SIII Rigid PVC 41 19082 90'Comer Astragal Cap-iN. Rigid PVC: 101 12267 Box Screen Bottom Rall 6083 Ts At 3 10025 3-Treok HeadNamb Rigid PVC d2 10085 Slit Riser-(2-112') 6063-78 Alum. 102 12258 Box Screen Side tag W83 T6 AI 4 19028 3-Trask Sill R191d PVC 43 19022A Sill Weer-(3.112') 0063-T6 Alum. 103 64428 Box Screen interlock 6063 TO AI 6 190.2•! 4-Track HeadiJamb Rigid PVC 44 19023A SIII Riser-(4-1118') 0063-TO Alum. 104 17347A Box Screen Snap-on Bug Flap 608376 At 8 19028 4-Track SIB Rigid PVC 45 19024A Sill Riser-(4518`) 6063 T8 Alum. 105 04345 Box Screen OXOAstragal Adopter 600376 AI 7 19009 Frame Screw Corer Rigid PVC 50 718009W .187'x.32D'Finseal(Stile) 106 17349 Box Screen Asiregal Adapter 6083 T6 At 8 19031 jAnchor Plate 8683 T8 Alum. 61 7`1695K, 1412'x V x 314'Fin Seel Dust Plug 107 19039 Box Screen Frame sill Add•on 6063 TB AI 9 19007 ITrack Insert 6083 TB Alum. 52 71698 Dust Plug 108 .19038 Box Screen HaadlJamb Add-on 6063 TB AI 10 19084 lIntorlock Cap-Extended Packet Rigid PVC 80 419041 Interlock Clip Cover PVC 109 72DXIX #14.2D x V MS @ Top Rail SS 11 10038 Bottom Rail Support 6083-T6 Alum. 61 78163X Tandem Roller Assembly SS 110 7,20X112)( #14.20 x 1-112'MS @ Bottom Rall SS 12 19006A Outer Sill Cover 6063-T6 Alum. 62 78163N Tandem Roller Assembly Nylon 111 717830 Watp,.270'x.160'-Fin Seal 13 19011 8111 Track Cover Rigid PVC 63 78)95FPTX 98 x 314'Ph.FH SMS @ Roller.&Reinf. SS 112 1 61845K Wstp.187'x•600"O Bug Flop 17 19032 P-Hook Adapter 6083-TO Alum. 64 419042 Frame Header Black Nylon 113 7SRAZ Standard Roller Nylon 18 19020 P-Hook 6063-TB Aium. 65 48052 Roller Adj.Hole Plug PVC 114 7SfW HD Roller SS 19 19047M Extended Keeper 6063-TB Alum, 66 44385 4 Hole Bumper Stop PVC 115 wrles Screen Locking Hardware Steel 20 19029M lKesper 0083-T8 Alum. 67 76X114FPTX #6 x 1-114'Ph,FH SMS(MBumper Stop as 116 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Corer Rigid PVC 89 716960 Sill Plug PVC 117 76XtPPA #8x i"Ph,PH SMS Stool 22 19030 Reinforcement Bar 6005-76 Alum. 60 78186X Gemini Mortise Look wJkrfg Tdm plats SteevsS 118 1692/314 Screen Spline-.160'$.1W' Vinyl 23 10037M Fixed Panel Clip BD83-76 Alum. 70 71032X1FPFX 1032 x 1'Ph.FH MS @ Lock Ss 119 1 1816C20 Screen Cloth Fiberglass 24 19035M Reinforcement Plate 6003 TO Alum 71 Lodes Handle Kit Cast Zino TABLE E:STANDARD SCREEN 26 19017M Tap Reil,Bottom Ralf and Lockstile 6006-T6 Alum. 76 Kommeding 48G TPS Spacer System eet # Part# Description Material 26 10046 Reinforcement Composite 76 Quanex Super Spacer W with Hot Mall Butyl Sea 10 for 120 12033 Screen Frame Rail 8083 T5 At 27 19018M Intedock.300 Reinforcement,Std. 6=46 Alum, 77 Quartz Durassat Materials 121 12026A Screen Frame-Side Reil(Latch) 6063 TB Al 28 10013M lintedock,-400 Reinforcement,HD 6055 T6 Alum. 78 Cardinal?L Edge Spacer 122 17363 Screen 0X0 Astragal Adapter- 6063 TO Al 29 10019M Astragal Reinforcement 6OD5 T6 Alum. 79 Dow Coming 995 or GE-7700 Backbedding Slticane 123 4853K Screen Vinyl Aatragol Adapter Wgld PVC 30 10083 Extended Pocket Intedock Adaptor 8003 TO Alum. r82 19044 i-1716'Bowled Bead Rig1d PVC 124 19D12B Frame Sill Screen Add-on 806376 AI 31 19006 Interlock Adaptor Rigid PVC 19045 1-1116'Ogee Boad Rigid PVC 125 SFP95K Bug Flap,85+/_6 duro. Vinyl 32 19008 Astragal Add•on Rigid PVC 71726K Setting Block 1'x 4"x 1116',86+1-5 duro. Neoprene 126 78X112PSATS #8 x 1-112'Ph.PH SMS(Assembly) SS 33 19004 Panel Stile,Top/Bottom Reil Rigid AVC 761PSTX #8 x 1'Ph.PH SMS @ Frame Assembly Ss 127 712027 Cotner Key Wheat Assembly(Standard) Nylon 84 10040 Interior Jamb Cowr 6003TO Alum76X114PHPT410X #8 x 1-1/4'Ph.PH SMS @ Ralnt Bar Ss 128 71202733 Corner Key Wheel Assembly(IID)35 19078 136'ComarAstmgat 6063 TB Atum. 710X1PHPT18-8X #10 x 1°Ph,PH SMS{{ Re t Support SS129 Nadas screen t ocWng Hardware Stoat 38 19077 fab'ComorAstregat Passhe Mount 6083 Te Alum. 71OX115PPX #10 x 1-012'Ph.PH SMS @ Fxci.Pit,Clip S6 130 710)04PPSDAX #10 x 314'Ph,PH SMS @ Screen Act. SS 37 19079 135'Comer Astragal Cap-Ext. Wgld PVC 94 7f0X2.5PHPTiS3X 1010 x 2.112'Ph.PH SMS @ Relnt PlatelAst. SS 131 78X12PPSMSX #8 x 112°Ph,PH SMS Q lDoorAst, ss 38 10OW 135'ComerAstragai Cap-int. Rigid AVG 96 71420X2.25FPFX #12 x 2-114'Ph.PH SMS @ Hdr.Block as 132 16921314 Saroan Spline-.145' Vinyl 39 10078 90'ComerAslmgal 6003 T8 Alum, 98 71OX115PP)( 910 x 1.314'Ph.FH SMS @ Keeper SS 133 1818C20 Sateen Cloth Fiberglass 710Xi4PPX #40 x 314°Ph.PH SMS((g Ext.Pkt.int. SS PRODUCT RENEWED rrdarLYNN Cade NOA-No, 15-1210.02•-• 41CLrlSC''•,F/Ii '.. Expiration Dat 0 4/2112 0 2! VINYL SLIDING GLASS DOOR NOA 10!05115 m aroduat co trot PARTS LIST Jjtj JROSOWSKI STA:tii•� •',f J` CERT.OF AUTH.#29296 $ ' ��.• NOTES: 1070 TECHNOLOGY DRIVE a$ `1rrrrrltity1'. ITEMS#14.16,46.49,63-59,72-74,80.81.84,85,87.89,06$99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275 ALLYNNMILLER,P.E. (941)•4801600 SGD.5470 NTSIll 21 OF 21 y� MD-5470.0368705