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HomeMy WebLinkAboutProduct Approval 9/30/2016 Florida Building Code Online BCIS Home Log In user Registration � ,Hot Topics Submit Surcharge ' Stats&Facts Publications FBC Staff �r BCIS Site Map Links Search Flaitla a 'Product Approval ' 'USER:Public User .& xaT t.. Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail R e FL# FL251-R28 K � 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 I Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 https:/lfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrIFWoG42oojLR1%2bls%3d 1/4 9/3012016 Florida Building Code Online J 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 F1251 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: 251.8 SGD-25 10(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.odf 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: 251.11 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 FL2S1 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 15-1210.0l.Ddf 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 FL2S1 R28 II 15-1210.0l.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: � Back R2exi Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 I 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 emalls 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://floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoG42oojLRI%2bls%3d 314 I MIAMI-DADS MIAIVII-DADE COUNTY 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(7W 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.gov/ccoil2M 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-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.PIasencia,P.E. NOA No.15-1210.02 MIAMI•DADB COUNWR Expiration Date: April 21,2021 j U\ 114 Approval Date: March 3,2016 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-010 7.09) 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 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. 11-0107.04) 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 Idalmis Ortega,P.E. (Submitted under NOA No. 15-1210.01) S. 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.1 S 1210.01) 7. Additional test report No.FTL 8549 issued by Fenestration Testing Lab,Inc., dated 12/04/15, i 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 underNOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by POT, dated 12/09/11 and last revised on 12115116, signed and sealed by Anthony L.Miller, P.E. Jorge M.Plasencla,P.E. Pr duct Control Unit Supervisor NOA No.15-1210.02 Expiration Date; Apri121,2021 Approval Date: March 3,2016 E-1 i PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS (continued) 1. Glazing complies with ASTMS-1300-02, -04&-09. D. QUALITY ASSURANCE L 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), 10-66-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(P 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: Apri121,2021 Approval Date: March 3,2016 i - E_2 J SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TA13LEA: INCLUDING POCKETS &900/135" CORNERS Group • Anchor Substrate Frame Distance Embedment BEYOND THETHREADS TAL BEYOND THE METAL P.T.sou turn Pine fleacysilujamb fie' SUBSTRATE,METAL GENERAL NOTES: 012,sleet SMs (SO=0.65 P• Nt6• 1-3/6• SUBSTRATE TO'MEET MIN. 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (p6)cr410 S.S. Aluminum,6063•T6• Head/slWamh 3W 1/e• STRENGTH AND THICKNESS 2)DESIGN PRESSURES: SMs 0.126•min.lhickneee P-hook 3 6• 1/6' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (mIn.11 ste ,A96• HeadlSllWomb X8• 0.060' REQUIREMENTS PER B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PERASTM E1300. A threadelin) let, min.thloltnees Patook $16• 0.060• CURRENT FLORIDA BUILDING 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, Sis011*mi A653 n s) NeaP-hook 318,a. 0.071. 14 Oa, CODE AND TO RI REVIEWED 0.071•min.INoknaee P•Fxak &S' 0.071. 14 Oa. BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4'Eloo P.T.SouthernPlna Jamb 1• 1�E JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ultracon sa=0.55 P•ook 1' 13/e• r 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE.. 114•Elco 410 P.T.Soulhem Pine HeadISI1YJamb 1• 1-30• ' FOR STEEL STUDS, 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S GeteFlex (s0=0.65 P•hook 1' 1.316• 012,steel wood P.T,Southern P(ne Head/S6UJamb Nth' I've, MIN.FUG45 KSI 8 6)REFERENCES MONS):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA•S,VISION EXTRUSION,LTD, a screw o5 so=o,65 P-hook We' 1.916• MIN.FY=33 KSI. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON WHITE)RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED)WHITE RIGID PVC NOA Concrete P•hook 1• I-Ne REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8049,8652&8717;EXOVA 10-002-792(A)&10.006-10231: 1/4'Eloo min.2.65ke1 Heetl/sIIOJamh 1-3116' 13/8• "UNGROUTED CMU"VALUES Ullrsoon Un9roNed CMU, Jamb 1• ]-1/4• MAY BE USED FOR GROUTED 7)THIS RO 53CT HAS; ASTM C: P-hook 1' 1.1/4• CMU APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE ungrbute CMU, Jamb 1374 1- 4 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION 1/4•Elco 410 ABTM 090 P•laok t•314• t•1/4• EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS,(COMPONENT REQUIREMENTS). C S.S.CreteFlex Concrete HeadIS[Wamh ]3116" 13/4' IMPACT RATING 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. min.&35 kel) P-hook 1• 'd4' NOT RATED FOR MISSILE 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. Concrete HeadlgilUJamb 14 1316• IMPACT RESISTANCE 10)THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES, min.2.22 kal P-hoak 1.11T 1.316• 1/4•Elco 18.8 UnOroute CMU, Jamb 2• 1.1/4• DESIGN PRESSURE RATING S.S.ANre•aalor ASTM 0-911 P-hook 21 1.1/4' ANCHOR NOTES: P.T.Southern Pine Head199UJamb 1• t•&6• SEE TABLES 1,2&B1,B2 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY so"0.55I P-Fiook 1• 1.319• ON SHEETS 7&8 APPROVED ELCO ANCHORS,SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Concrete Hea IS110Jamh 2-1/2' 14W REQUIREMENTS. 1/4•Elco min.2-85kel) •P-hook 2-i/z 1.3/e' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET, uivacon untirouietl mu, Jamb 2.1121 1.114• 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL p ASTM 0-90 P-hook 2.11z 1.110 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2XARE 1-1/2"THICK OR Concrete HeadIS1I Jamb 2.112' ;;]�_31 PRODUCT RENEWED 11V Elco 410 min,3.35 kai P-hook 2-1/z as complying with the Florida GREATER.1X'AND 2X BUCKS(WHEN USED)SHAI L BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. g.9.CreteFlex UnOroutotl CMU, Jamb 21Iz Bul[ding codo BUCK DESIGN AND INSTAL-CATION IS 7NE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE ASTM b90 P•hook 2-112 1 Noa No. 15-1210.02 REVIEWED BY THE BUILDING OFFICIAL. expiration Da(o04/2112021 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. By 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED,IF USED,NON-SHRINK, GENERAL NOTES.............I miam[ a e Product Control ` NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE- EXAMPLE CONFIGS..........2 LENGTH OF THE SILL THAT IS NOTTIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF INSTALL DETAILS..............3.6 7-8 SUBSTRATE IS WOOD,3otl FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS EXAMPLE DP/ANCHOR TABLES........9 • EXAMPLE.................._........9 APPROVED BY THE AUTHORITY HAVING JURISDICTION. ORIDA BUILDING CODE(FBC),5TH EDITION GLAZING DETAILS............10 ASTM EANDARDi300 09 USED: ANCHOR LOCATIONS.......11-16 INSTRUCTIONS: STM PANEL TYPES...................17 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR EXTRUSIONS.....................I- ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................10 tt 11 i 1l1 THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, ALUMINUM DESIGN MANUAL,ADM-20i0 DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. AISI-S100-07IS2-2010 PARTS LISTTAILS.:.,.::::::.,20 `\��o�l<YN..44//4F�i,�� 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE •`t 21 aNse NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. VINYL SLIDING GLASS DOOR NOA 1A 10/05/15 N o.58T05 - 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, THIS SHEET,ALONG WITHTHE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM GENERAL NOTES A- J ROSOWSKI i Q EDGE DISTANCE. ®' < a Ip1 aF ;r\`. 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFYTHAT THE OPENING'S REQUIRED CERT. AU7H.020286 �� pow•,. DESIGN PRESSURE IS MET OR EXCEEDED,USE THE ANCHOR QUANTITIES SHOWN, m m ...-• 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET,---- 1070 TECHNOLOGY DRIVE �A f 1 r r r i t l e)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 8, N.VENICE,FL 34276- -(941)-480-1600 1 8GD-5470% NTS III 1 OF 21 4 MD-5470.0 Jill A.LYNN MILLER,P.6 P.E.a 6a70S MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH - MAX,UNIT WIDTH NOM,PANEL WIDTH _ NOM.PANEL WIDTH NOM. A L WIDTH NO .PANEL WIDTH PER TABLES 1&2 +� PER TABLES 1&2 PE T BLES�1&2� PE TABLES i Ir I I3 3t7 3 M .UNIT MAX.UNIT / ® I� MAX.UNIT / / I� MAX.UNIT EIGHT ° I HEIGHT HEIGHT / / I^ HEIGHT ° I I pERTABLESI&2 Ig PER TABLES I&2 / r I P TABLES 1&2 TA ES1&2 rFocKu 1•PANEL- 2.-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH � MAX.UNIT WIDTH NDM,PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH 4 PIER TABS LE &2 ' PER TABLES 1&2 PER TABLES t MAX.UNIT HEIGHT MAX-UNIT S I ; MAX.UNIT / sx�°,wsr HEIGHT 3 I HEIGHT i TABLES 1&2 PER TABLES 1&2 / I PER TABLES 1&2 MmT IN 1 CORNER,TYP. 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS outs,CECORIFROM M°SIDLCORNtRSIM AR MAX.UNIT WIDTH MAX.UNIT WIDTH PRODUCT RENEWED as complyIng with the Florida NOM.PANEL WIDTH 9allding Code NOM.PANEL WIDTH _ NOA-A1a 95-7210.02 PER TABLES_ I&2 PERTABLESI&2 e><piratlonuato0412112021 I 11 -my jam 3 3 I MAX.UNIT 3 HEIGHT a INlaml-n Product Contro MT r I^ HEIGHT )^ `•,__ .,i PER TABLES 1&2 / i PER TABLES 1&2 / I 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 'X'=OPERABLE PANEL "O"=INOPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9116" 4YNNt4f� 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB „ pOCKET DLO HEIGHT-DOOR HEIGHT-11-1116" `.� 0�,.•--•• < LOCATIONS:EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN p PANEL HEIGHT=DOOR HEIGHT-2-1/2' POCKET CONFIGURATIONI CAN BE OXXXp, VINYL SLIDING GLASS DOOR NOA j8j 10/05/15 2)90°&135°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. - EXAMPLE CONFIGURATIONS m J ROSOWSKI Q w� 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND o REVIEWED BY THE AUTH(5AITY HAVING JURISDICTION. ® � %� sT DETA14 LETTER '��` ' rLO�loa F CERT.OF AllTH.fl2929BAl Crn • �\ 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2._ 1070TECHNOLOGYDRIVE m "�''�s,;�Nl�;�,�`'�� : ®SHEET NUMBER N.VENICE,FL 34275' 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.056 F7 (941)-480-1600 SGD-5470 NTS W 2 OF 21 S MD-5470.0 p58�ip P.C. DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRulxwooD ASTRAGAL DETAIL C1 DETAIL D1 NOTE DSBF- O THF' 3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE' CONCRETEICMU P METAL SUBSTRATE ANCHOR REQUIREMEN FRAME WIDTH 114"MAX. REQUIRED IF DOOR 19 HEIGHT IS OVER96• 21 TYP.ANCHOR TYPE, i • : 84 MAX 28.O.C. 91 EMBEDMENT AND ';t,�: �' 2z EDGE DISTANCE EDGE DISTANCE PER o SUBSTRATE,SEE TABLE A.SHEET 1& ao DAYLIGHT to 1RTERlOR 27 26 T NOTE 3,BELOW OPENING 25 WIDTH � � •?. q c o P 3t 6 EMBEDMENT '(��4ilTATl1X1 I oR EDGE EDGE j.,,;�? 81 I 62 DISTANCE DISTANCE> 26 20 EXTERIOR SEE NOTE O, 1 /_.:,," SEE NOTE 8, 84 I I 25 28 fvl 27 26 THIS SHEET 1l4"MAX' —� ]�•• THIS SHEET I I SEE NOTE 6, / 1X OR 2X WOOD 02 TFBs SHEET EMBEDMENT e / BUCKSTRIP,SEE SEE NOTE S.THIS SHEET 29 I #8 X 3!4"SMS REINFORCEMENT SCREW;7 / NOTE 4,SHEET 1 L—_.——._�. TYP.ANCHOR TYPE, ANCHOR / as PER STILE,LOCATED AT CENTERLINE AND 8", EMBEDMENT AND PLATEAT EVERY HORIZONTAL SECTION(XXX SHOWN) °&12"FROM ENDS(FACTORY INSTALLED)- EDGE DISTANCE PER ANCHOR RY SUBSTRATE,SEE LOCATION DETAIL C2 DETAIL D2 DETAIL B2 TABLE A,SHEET 1& IMO MASONRY ` '� ASTRAGAL NOTE 3,BELOW INTERLOCK DETAf L A2 19 FACING INT. 2X WOOD BUCKSTRiP OR INT02Y WOOD REQUIRED IF ODOR EMBEDMENT FRAMING,SEE AN 9e DAYLIGHT 21 HEIGHT IS OVER86• r4 — OPENING 91 I PRODUCT RENEWED NOTE 3,SHEET 1 22 ,! NTERI R WIDTH EDGE I I as eomp7yod with the Florida0.02 t o� DISTANCE I I NOA-no Code b A P 7 l� NDA-No. iS-1210.02 TYP.ANCHOR TYPE, SEE NOTE 6,TWOS SHEET ExPlratloe Dote 0412112024 EMBEDMENT AND 26 Ra QeO 25 TYP,ANCHOR TYPE, ( I 13y EDGE DISTANCE PER Ll 93 26 6 EMBEDMENT AND [� q Mlaml-D de Product Control SUBSTRATE,SEE 6 o I< Xh" -N TABLE A.SHEET 1& 71 q P EDGE DISTANCE N PER SUBSTRATE, NOTE 3,BELOW SEE TABLE A,SHEET I is e EDGE L� 1&NOTE 3,BELOW EXTERIOR DISTANCE �—1I4"MAX. PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAY BE HORIZONTAL SECTION(XO SHOWM ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT FIXED PANEL CLIP& INTERIOR OR ���� LyNN �� NOTES ANCHORS,SEE EXTERIOR DIRECTION. Dt� Fp �� 1)DETAILS APPLYTO 2,3 AND 4 TRACK CONFIGURATIONS. REINFoacf MENTTYPEs(SEE NOTE e,THIS 8HEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. 2)REFERTO ANCHOR NOTES,SHEET 1. FORALLLOCKST1tEs, ;c r No'31g5 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED 2a Q &VINYL SLIDING GLASS DOOR NOA 10/06/16 i p• ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 16 w 4)CONTINUOUS ANCHOR PLATE,ITEM W.IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-SECT. b• J RO$OWSKI =-a ., �J FRAME ANCHOR LOCATIONS, OSV ~` 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-0N. ® < f?oA;''s Rtflt��a�\ 8)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR f CERT.OF AUTH.l129298 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERLOt Y j 27 26 1170 TECHNOLOGY DRIVE �''es�°r� THE EXTRUSION:REFERTO TEST REPORTS FOR EXACT DIMENSIONS, l STANDARD HD N.VENICE,FL 34276 - A.LYNN MILLER,P.E. 7)SEE SHEET 20 FOR SCREEN DETAILS. (941)•4B0-1800 SGD-5470[jj NTS 3 OF 21 1 MD-5470,0 P,E.966705 DETAIL E1 YP.ANCHOR TYPE.EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INOMASONRY ND EDGE DISTANCE PER INTO wooD INTO MASONRY INTO METAL DAD tX EAPPROVEDMULLION,FBC DUCKSTRIP S BSTRATE,SEE.TABLEA,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. CONCRETE/CMU EDGE NOTE 3,SHEET 1 ANCHOR REQUIREMEN SEE SUBSTRATE PROPERTIES, SUBSTRATE,SEE TABLE A,SHEET TABLE A,SHEET 1 PER ANCHOR DISTANCE EDGE 1&NOTE 3,THIS SHEET EDGE QUIREMENT DISTANCE DISTANCE EDGE DISTANCE V. ' + EMBED- MENT % ` of EMBEDMENT EMBEDMENT EMBEDMENT 1/4"MAX. 114"MAX. 114" 1/4"MAX.MAX. e nn 1 X OR 2X WOOD I II s U BUCKSTRIP,SEE a TYP,ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND ANCHOR NOTE 3, a EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE SHEET 1 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A.SHEET 1&NOTE 3,THIS SHEET 33 NOTES FOR )DETAILS.APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. LW CSTILES, 2)REFER TO ANCHOR NOTES,SHEET 1. !� FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, [� AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8.9/16" _ HORIZONTAL SCREW;3 PER RAIL,LOCATED AT'4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR PLATE AT wvls CENTERLINE AND W FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 6)SEE SHEET 2D FOR SCREEN DETAILS. LOCATION 6)SEETABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT xa PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE LENGTH OF THE EXTRUSION.REFER70 TEST REPORTS FOR HEIGHT HEIGHT NOTE e, HEIGHT SILL RISER PRODUCT RENEWED VARIES WITH THIS SHEET EXACT DIMENSIONS. as oom lyyingg with the Florida Building Cada REQUIRED Now-No. 15-1210.02 POSITIVE 04 2112024 EXTERI°R Dxpirallon D e. a DESIGN .390—►t F --• 01 PRESSURE, DY 82 ,390--'-1 F+— laml-Da a rodoet Control SEESHEE7S' f eta az 7&8• 390 Y�— <325 OR 28 4"—•s902.32.947 I1/4"MAX. q2 943.45 ALS28 O PPLY '823 1,793 644.041 GROUT AS s .9 2.887 NEEDED,SEE 1 917 ANCHOR NOTE 060080O60 _ 2 12 q 2-1/2"=TOTAL .000---►+«-- 5,SHEET 1 e O 1/4"MAX• 1� a o SILLHEIGHT SILL RISER SILL RISER SILL RISER SILL RISERIlly dc, �r—I 6�� <x(2.1/2"TOTAL 0(3-V2"TOTAL 44(a-1118"TOTAL as(4-5/8"TOTAL ��``�O�Y1 0NN kl,"'111 SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT)EDGE ):��pFNsq''•�F9 EMBED- >' . . r; EMBEDMENT DISTANCE LVINYLDING GLASS b00R NOA 10/05/15IT' I'/O'iD7�MENTEDTYP.ANCHOR TYPE, TYP.ANCHOR TYPE, TION,VERTICAL X-SECT. 144J ROSOWSKIBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENTAND D NE GE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE CONCRETE/ MU PE SUBSTRATE, NOTE3,SHEETI PERSUBSTRATE, CERT.OF AUTH.t129288PERANCHO -"DETA{-F1 -SE TABLEA,. DETAIL F2 SEETABLEA, 1070TECHNOLOGYDRIVEREQUIREME T INTO MASONRY SH 71&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL34275 - A LYNN MILLER,P.E. THI SHEET THIS SHEET (941)-480-1600 NTS 4 OF 21 MD-5470,0 '1 P.E.958785 • I 2 71 !1 n ElO 4 NTj EHIOR 35 NTl1 ERIORJ 4 25 28 fl9 E 2 26 OR 2fl 37 9e MAX18b•O.C. 1 INTENOR 19 96 SEE SHEET I9 E DETAIL H2 JNT HIOR 30 19 9fl MAX 3.6"0.0. EXTERIOR l:> c P SEE SHEET 19 o OUTSIDE CORNER a ®a� 69 ❑ 40 90° 7� 33 4 INTERIOR 1 ED 94 MAX W'O.C. ❑� tv o 37 EXTERIOR 1� E%7ERIOR � � 0 41 n V 136° O 9o° 39 \Ol I DETAIL G1 DETAIL H1 MAx1s.s•o.c.e4 ❑� 195° O O o. INSIDE CORNER 40 INSIDE CORNER O - EXTERIOR INTERIOR 41MAX 3.5"0 EXTERIOR EESHEETIO 19 96 69 PRODUCT RENEWED as 3u comp)ying with tho Florida Building Code NDA-No. 15-1210.02 �OO 135° 4 Ezplr°Uon Do 4/ 112021 INTERIOR By MIamFDa 'roduet Control NOTES q _ 0 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&16 FOR ANCHOR LOCATION&SPACING,FORANCHOR Vv 25 R 20 00 QUANTITIES,SEE TABLES I&2. '"' ( 1uc 33 38 3)CORNER ASTRAGAL MAYBE EITHER TO THE INTERIOR OR EXTERIOR, �•� ��1 I-YNN Ql� DEPENDING ON CONFIGURATION. \r�''cENSE''eF�,35 �� ', J DETAIL G2 MAX111.6"0.0.06 EXTERIOR `fl/ VINYL SLIDING GLASS DOOR NOA 10/05/16 _ N°',mo5 135• MAX3.�O.C. 96 SEE SHEET 1919 OUTSIDE CORNER 69 CORNER ASTRAGAL HORIZ.X-SECT, &� J ROSOWSKI "•0 Q ff b lug a a b ® xx 2 ' 'P�'' F40R1PP•''00 CERT.OF AUTH.'929298 - _ 1070 TECHNOLOGY DRIVE � ,IONA- N.VENICE,FL 34276 A.LYNN MILLER•P.E.- (941)•480-1600 SGD-5470 NTS 5 OF 21 a MD-5470.0 P.E8637os bETAIL 11 DETAIL 12 OPTIONAL NON- o INTO MASONRY INFO MASONRY STRUCTURAL ANCHORS FOR i., INTERIOR POCKET INTERIOR 21 EDGE CONCRETE/CMU TYP.ANCHOR TYPE,EMBEDMENT DISTANCE PER ANCHOR JAMB REQUIREMENT, "'.,• 81 ze R z7 AND EDGE DISTANCE PER SEE FIG I, SUBSTRATE,SEE TABLE A, .• . INTERIOR POCKETS MUST ;• �. THIS SHEET o SHEET 1&NOTE 3,BELOW _ ' INCLUDE A NONSTRUCTURAL, a•;'„ FIGURE 1.INTERLOCKS HEIGHTS96"APOCKETS: FRAME JAMB TO REDUCE THE r10 ; FOR DOOR HEIGHTS 96"AND LESS: POSSIBILITY OF WATER j 4 s.' 21 OPT. t INFILTRATION. ';-i:: 1/4"MAX. d 'tic,; ANCHOR 3t q 18 t7 OPT. EMBEDMENT ' \ POCKET BY OTHERS,SEE 0 77-- _ P'' i•i'. t7 OPT. NOTE 6 BELOW. ,.. EXTERIOR MENT"• EXT°aoa 1/4•MAX q FOR DOOR HEIGHTS OVER 96" G3 TERIo i;', y.• , ,•.,• OPT. 13 '_•.•' '.• '.i ' ANCHOR 10 97 21.9' CONCRETE(CMU SEEFIGI,31 d q MAX.O.C, TYP.ANCHOR TYPE,EMBEDMENT' THIS SHEET AND EDGE DISTANCE PER EDGE PER ANCHOR SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT ze a z7 &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 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 THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR PRODUCT coiiREN RENEWED Florida EDGE DISTANCE NOTE 3,SHEET 1 as Dade • DISTANCE OPT.ANCHOR .GA-No. 15-1210.02 DETAIL 13 �&m OPT.ANCHOR Expiration onto 04/21/2621 Ir1ro METAL EMBEDMENT By 17 OPT. 4 17 OPT. Miami-Da Product Control EMBEDMENT TIr— bETAIL 14 114"MAX. q MAX, J IRS INrow000 E E 0 'f n rnl V V 10 SEE FIG 1, SEE FIG 1• d THIS SHEET 31 d THIS SHEET 30 2S R 27 0zz mEZ�1 21 91 V 28 EXTERIOR POCKET ............. .c LYNN....ec EXTERIOR POCKET s .'� NOTES h DETAILS APPLY TO 2;3 AND 4 TRACK CONFIGURATIONS. ALUMINUM SLIDING GLASS DOOR NOA 10/05/15 !cs' pia.9611) 2 REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.XSECT, b J ROSOWSKI 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. a - C( 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS, S)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. CERT:0FAUTH.#292e6 � %p�'••,FLGftia?: '(� 6)POCKET WALL OR CAVITY IS NOT PART OF-THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DRIVE m m �'%cS�s . AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 7jn i f 111t N (941)-480-1600 SGD-54701 NTS 6OF21 Jill MD-5470.6 A.LYNNUILLER,P.E. P.E.46B70S TABLE 1: Design Pressure Anchor Quantities Required, (for approved conripratlons on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. Astragal Reinforcement#28 80' 84" ' , 86" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockslile Reinforcement#25 or#26 68-1 LO ghl 72-16116'DLO Height 84.16N8"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Sid.Interlock Reinforcement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A IB C D A B I C D A I B C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +127.1/-127.i psf +120/-120psf +102.9/.102.0 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19.118. Head1S111 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 03+1 C5+1 03+1 03+1 C3+1 'CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24' DLO Jamb 6 5 6 6 5 5 B 6 5 6 8 5 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 e 8 8 8 Design Pressure +108.3/-108.3 ps/ +100,2/-100.2 psi +85.3/-85.3 psi THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-118' PERPENDICULAR TO THE GLASS. 30" DLO HeadlSlil C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Width Jamb 5 1 6 6 5 5 6 8 1 5 5 5 0 6 P-hook 7 1 7 7 1 7 7 7 71 7' 8 B B 8 Design Pressure +92.9/-92.9psf +87.3/-87.3psf +73.8/-73.8psf 3r 31-1/8" Head/Sill 05+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 a 36, DLO Jamb • 5 5 6 5 5 5 6 5 5 6 6 6 Width e P.hook 7 7 7 7 7 7 7 7 8 8 8 8 Pd Design Pressure +78.4/-78.4ps! +78.4/-78.4psf +65.8/-858ps1 Z 37-1/8" HeadlSlll C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+1 C3+1 03+1 03+1 TABLE 131: 42, DLO Jamb r 6 6 1 6 1 5 5 1 6 1 8 1 5 5 5 6 5 Water•Llmlled Wldth FIG 1: P-hook 7 7 7 7 7 7 7 8 8 8 8 (+}Design Pressure OH LENGTH Design Pressure +60/- s! +e0/-6opsf +60/-60psf 8111 Nom.8111 Max.(+)DP 3178" Head/Sill C3+2 C3+1 C3+1 3+1 C3+2 C3+1 C3+1 C3+1 05+2 C3+1 1 C3+1 C3+1 Riser Height Allowed !2 DOORASSEMBLIES 48" DLO Jamb 5 6 6 5 6 6 5 5 6 5 8 5 Q INSTALLED WHERE THE Width None 14l/10' See Note 2 w OVERHANG(OH)LENGTH IS PRODUCT RENEWED P-hook 7 7 7 7 7 7 7 7 8 8 8 8 42 2.1l2" +38.7 psf 2 as com iyIng with tho Florida EQUAL TO OR GREATER autiding Code 43 3.1/2" 460.0 psf p THE OVERHANG HEIGHT IS NOA-No. 15-1210.02 USED IN EXAMPLE ON SHEET 0 EXEMPTED FROM WATER 44 4-1/16" +80.0 psf Expiration Date04/21/2021 45 4bi8" +111.0 PSI` INFILTRATION RESISTANCE. Dy -�� Miami-D da Product Oantroi DLO WIDTH OM.PANEL WIDTH-8-0 DLO HEIGHT=DOOR HEIGHT-11-1%e/18" ���oN111YtJNlAjq��,��� PANEL HEIGHT=DOOR HEIGHT-2-1/2" :•�ccNs� .,4' �� TABLE NOTES: 'iY?' o.51705 x VINYL SLIDING GLASS DOOR NOA � 10/O6/15 _— N _ 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 �� — �Fj AND TABLE B DP&ANCHOR QUANTITY TABLE J ROSOWSKI 1 DETERMINES THE WATER LIMITED(+)DP. a^I tU_ 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® a <� �11U'•, -5(e OF ;:`r` RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. CERT.of AUTH.#292e6 f�' FtOR101 _ 3)SEE SILL RISER TYPES ON SHEET 4. 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE ''�'rss� 5)REFER 70 ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 A..N MILLER,P.E. 0)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5470 NTS 7 OF 21 $• MD-5470.0 1$ P.E.0 ogres 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 Helgbt PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE TABLE A, Astragal Reinforcement#28 80' 841 98' 108° 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lookstlle,Reinforcement#25 68-15116"DLO Height 72-1611B"DLO Height 84-16110.OLO Height 98-16/16"DLO Height 108-15116"DLO Height 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 OP DUE TO THE SILL HEIGHT'MUST ALSO BE A I H I C b A B C D A B C D A I B I C D A B C D CONSIDERED,SEE TABLE 82,THIS SHEET. Design Pressure +169.4/-169.4 psi +160/-160 psf +13T.1/-137.1 psf +120/-130 psf +106.7/-116.6 ps! #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR 03+1,3 ANCHORS 19418° HeadlSlll C5+1 06+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+i C5+1 03+1 C5+1 C6+1 C5+1 C3+ CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT i 24° DLO MIDSPAN OF PANEL). Jamb 6 6 7 6 6 5 7 5 5 7 b 8 8 8 B 6 6 8 Width � 5 6 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 1 9 1 s 1 B 10 10 10 10 ��THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +141.8/441.8psf +133.6/433.6psf +113.6/413.8ps! +99.1/-107.4psf +87.8/-95.1psf PERPENDICULAR TOTHE GLASS. 25-118" HeadIsIll C5+2 C5+1 I C5+1 C3+1 C5+i C3 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 05+1 +1 C6+1 C5+1 C5+1 C3+1 30' DLO Jamb 5 1 5 7 1 6 5 1 6 7 5 5 6 1 7 5 B 1 6 8 6 6 6 8 1 B Width P-hock 7 1 7 7 1 7 7 1 7 7 7• 8 8 I 8 B 9 1 8 9 9 10 10 10 10 DeslgnPressure +123.91-123.9psf +116,41-118.4ps! +98.51-98.5ps! +85.9/-924psl +75.3/-81.6psf 31-1l8" FIG 1: �LENGTH36" DLO HeadlSlll C5+2 C5+1 C5+2 C3+106+2 C5+1 C6+2 C3+1 C5+2 C5+1 CS+1 C3+105+1 C6+1 C5+1 C3+1 C5+1 C5+1 C6+1 C3+1 . Width Jamb 5 6 7 5 b 5 7 5 5 6 7 6 6 6 8 6 8 6 8 6 P-hook 7 7 7 7 7 7 7 7 8 e 8 8 9 9 9 9 10 10 1D 10 DOORASSEMBLIES `s DeslgnPressure +104,5/-104.5psf +104.6/-104.5psf +87.8/-87.6psf +75.7/-82psf +68.6/-72psf 0 INSTALLED WHERE THE ai 37-1/0' HeadfsIff C6+2 C3+2 C5+2 C3+1 C5+2 C6+2 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+-1 C5+1 C5+1 C3+1 w OVERHANG(OH)LENGTH IS d 42° DLO Jamb 6 6 7 6 5 5 7 6 5 6 7 5 B 6 B 6 B 6 6 6 =_ EQUAL TO OR GREATER THAN 5 Width P-hook 7 7 7 7 7 7 7 7 8 8 0 8 9 9 9 9 10 10 10 10 THE OVERHANG HEIGHT IS E EXEMPTED FROM WATER o Design Pressure +80/-80psf +80/-80p�sf +80/-Bopsf +60/-65psf +60/-65ps! x 143-JIB" INFIL7RAT10N RESISTANCE. 4B' DLO Head1S111 C5+2 C3+2 C5+2 C3+1 05+2 C3+2 05+2 C3+1 C5+2 C5+2 C642 C3+1 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 Width Jamb 6 5 8 6 6 b B 5 5 6 7 5 6 6 7 8 8 8 8 8 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 91 9 10 10 10 10 TABLE B2: PRODUCT RENEWED Design Pressure +74.1/-74.1 psf +74.f/-74.1 psi +63.8/-63.8 ps! Water-Llmlted as eompullding%ing with tho Florida 4DLO Headlslll C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 CS+2 C3+1 mm (+)DaslgnPressure 9OA-No oCe NOA-No. 75.1210.02 64" DLO Jamb 5 6 0 .5 5 5 6 5 Width SIII Nom.SIII Max.(+)DP Expiration nate04l2112021 P-hook 7 7 7 7 7 7 7 7 Riser Height Allowed Not available in these sizes. sy Design Pressure +60/-60psf +60/-60psf +60/-60psf Now 1-11116" See Nele2 Ml11M_r-V5F0 Product Control 654/8' Head/SIII C3+2 C3+2 C3+2 C3+i 05+2 C3+2 03+2 03+1 C5+2 C3+2 C5+2 C3+1 42 21/2" +38.7 psf Boll DLO Jamb 6 6 66 6 6 5 5 5 6 6 6 Width 43 3.112° +80.0 psf P-hook 7 7 7 7 7 7 7 1 7 8 8 8 8 44 4-1/16" +80.0 psf 45 1 4-518' 1 +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9116"DLO rrr PANEL£IGHT=HEGHTD--OOR-DOOR EIIGHT12-112" ��`� `,'��ceNAI sr!/��`�,�% TABLE NOTES: ' ?r L8 VINYL SLIDING GLASS DOOR NOA A 10/05/15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE111 S J ROSOWSKI =-o jS lb 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL '• s'nr or 'IL SEERISER ISILLOT REQUIRED.IF SO,+DP'SRISERTYPES ON SHEET 4 SHOWN IN TABLE 2 MAY BE USED. CERT.OFAUTH.6202as �� '���5:Pt0R%0P.•����\` 4)SHEET APPLIES TO 2.-3 AND 4 TRACK CONFIGURATIONS. ... 1070 TECHNOLOGY DRIVE 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275' 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)ABO.1600 NTSj D .0- INNN MLR.P.E.M P.EA 5e705 EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMS REQUIRED HEAD SPLICE INTERIOR ( _CENTERUNE L CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84'NOM.PANELS, Q INTERIOR POCKETS I`OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A 1N WOOD SUBSTRATE, 6• CENTERLINE CENTERLINE CENTERLINE . MAX• OFPANELI OFPANEL2 OFPANEL3 PROJECT DESIGN PRESSURE REQUIRED:+48.2158.6 PSF POCKET BY OTHERS,SEE NOTE 6, SHEETS •a2• •+2•ANCHORAGE, 26.316•MAX. 6• 8,MAX. ANCHORAGE, SHEETI2 '+2•ANCHORAGE, 'MAX, SHEETI2 •03-CLUSTER, •C3-CLUSTER, SHEETI2 EXTERIOR �1. I 6HEETI2 SHEETI2 ENDANCHORAGE SEE POCKET JAMB 1 (MIN.I ANCHOR) SPLICE NOTE: INSTALLATION ON' HEAD ANCHORAGE DETAILS OPT.ANCHOR EXTERIOR NON-STRI URALANCHORSMAY SHEET6 PXXX(3-TRACK TO AID IN BE ADOEO IN-FIELD AS NEEDED TO ) ALIGNMENT ALIGN THE HEAD OR SILL IF SPLICE OCCURS WITHIN A POCKET. Sn,t,SPLICE INTERIOR L_CENTERLINE LCENTERLINE SEE FIGURE BELOW FOR ADDITIONAL 8• I`OF INTERLOCK I' OFINTERLOCK ANCHOR INFORMATION. CENTERLINE CENTERLINE CENTERLINE MAX• OFPANELI OFPANEL2 OFPANEL3 POCKET BY o 0 EXTERIOR INTERIOR OTHERS,SEE ° o NOTE 8, o 0 0 0 0 0 0 SHEET 6 +2• '+2'ANCHORAGE, 26-318'MAX. 6• ANCHORAGE, SHEETII '+2'ANCHORAGE, MAX. SHEET 11 ,•CLUSTER. •C3•CLUSTER, SHEETII 12 MAX. 21.6' FRAMEJAMB SHEETII SHEET t1 END ANCHORAGE EXTERIOR SEEPOCKETJAMB MIN.I ANCHOR Mom• REgUIRED� INSTALLATIONpN SILL ANCHORAGE DETAILS ( ) O.C. INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3 TRACK) PRODUCT RENEWED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Bulldln PLyIn9 with the Florida g COi +48.21-58.0 AT NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOMNo. 15-1210.02 DESIGN PRESSURE IS+001-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date 04/21/2021 PRESSURE REQUIREMENTS. TO BE 26-3t6'O.C.OR LESS Ey FOR WOOD INSTALLATION USING ANY HeadlSill C3+2 • mta -D roauct control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 - 1 SHOWS ANCHOR REQUIREMENTS OF: 1 P4=k 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: V MAX. 6•MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL •- OPT.ANCHOR THE INTERLOCKIASTRAGAL. - FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE 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 0I I1 j�ii, ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: \���Oa0 LYNN SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE 4" ••'LICENSE''•.F'P DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA 10/05/15 Fr p)D,56705 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 -. �40F ^ LOCATIONS OF CROSS-SECTION DRAWINGS. < < .B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN %C�.• F P `;z C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: CERT.of AUTrt.#26256 LOFt10 .•'�(�`: D)SHEETS 4$-18 FOR EXTRUSION CROSS-SECTION DRAWINGS.-A B:SHEET SHEET 4 1 VEN CE FLTECHNOLOGY DRIVE �� 'I,�S�ONA�•� �` E SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. NN MILLER P.E. F)SHEET 21 FORA BILL OF MATERIALS. P-HOOK:SHEET 6 (941)-480.1600 SGD-5470 NTS 9 OF 21 gyp A.Lr MD-5470.0 NNMIL SILICONE 4AN MELT BUM STRUCT SILI3118'NOM. STRUCTURAL 1W NOM• POLYISOBUMEN WITH 1-1l18'NOM. WITH DESICCANT DESIC ' 3118'T GLASS 76 70 \� EXT.GLASS EXT.GLAS 77 78 11118"AIR SPACE 3116'T GLASS PAINTED/ /LAMINATED INT.,GLASS LASS Bz o e, / SURFACE KODISPACE SUPER a EXTERIOR TM' \ PRODUCT IS*EXTERIOR- I 1 7/a"NOM 75 4SGTPS 7e SPACERDNXT GLAZED"DS DR. � D � GLASS (� BITE INTERIOR PRODUCT IS'INTERIOR- I 70 ' GLAZED'IF 982-831S TOWARDS THE INTERIOR. • BB ALUMINUM REINFORCEMENT POLYISO• DESICCANT FILL AREA BUTYLENE 511('NOM. GLASS DETAIL 5/1 B'NOM. SEAL BUTYL& SILICONE SEAL DESICCANT ROLL-FORMED PRODUyCT RENEWED FOAM STAINLESS STEEL NOTES: as complying with the Florida e 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 04121/2021 "T"=TEMPERED By Miami-glYFrodUct Cont of INT.GLASS INT.GLASS DURASEALO XL EDGE"'' 77 SPACER 7B SPACER N��YNN 1111z� a'01),••�\GENSC•''•F'P • �•y'c: Nq.58705 VINYL.SLIDING GLASS DOOR NOA 10/05/15 _ = rGLA7JNGDETAILS J ROSOWSKI lxz CERT-OF AUTH.629298 /ONALNOLOGYDRIVEN.VENICE,FL 34275 A.LYNN MILLER,P.E. (941)-480-1800 NTS 10 OF 21 MD-5470.0 P,E.458705 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT; ASTRAGALOR ASTRAGAL OR PANE, INTERLOCK 'INTERLOCK— PANEL CENTERLINE PANEL CENTERLINE 4° CENTERLINE 4' CENTERLINE 4" CENTERLINE 4° EXTERIOR MERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'C3' 2•TRACKCLUSTER'C6 2-TRACK INTERMEDIATE 45 2-TRACK INTERMEDIATE v 2--TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION 42'ANCHOR LOCATIONS '43-ANCHORLOCATIONS ASTRAGAL OR ASTRAGALOR INTERLOCK INTERLOCK— PANEL PANEL CENTEALIINE CENTERLINE 4P CENTERLINE 4 CENTERLINE CENTERLINE 4° 4" 0 o e o EXTERIOR 3.22" E T.X(E��RIO1 3.22° EXTERIOR EXTERIOR 3.22" EXTERIO —I 3,22" 3•TRACKCLUSTER'C3' V 3-TRACK CLUS7ER'C6' IG 3-TRACK INTERMEDIATE .-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2.ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL_ INTERLOCK INTERLOCK PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE — CENTERLINE 0 EXTERIOR 3.22" EXTERIOR 3.22' EXTERIOR E_XTERIOR EXTERIOR 3,22" 4-TRACK CLUSTER 4-TRACK CLUSTER v 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE '03'ANCHOR LOCATIONS 'CF ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS W ANCHOR LOCATIONS NOTES., E INIMUM ALLOWED. BASED O N M FICURESPERTAIN TOTHEFOLLTIN S.' 1)ALL DIMENSIONS SHOWN AR -- NOTES: 9RERMEOIA7EANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.376' W�.375. 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2,375° t2.375.1 FOR ALL SILLS: PRODUCT RENEWEb Ittlnll7l HJamblll 6, Buildinas g Cod with the Plarlda �to�CI LYNN � FIGURES PERTAIN TO HE FOLLOWNG GILL P-hook 7 NoA-No. 15.1210.02 `����`,.•'UGEWs�<<E,���� CLUSIERANCHOR LOCATIONS: - expiration Dat 04/21/2021 ^ VINYL SLIDING GLASS DOOR NOA � 10/06/15 By No.b070S ANCHOR LOCATIONS A J ROSOWSKI Nlia 1- a Product Control l CERT.OF AU7H.g2D296 � �O �i��PS':F,LORIa�7••',(j� ONAI- tDSIII C3 1 .. 1070 TECHNOLOGY DRIVE P-hook 1 7 N.VENICE,FL 34275 Jill A.LYNSGD-5470 N 1OF2 MD•5470.0(941)•480-1500 TS P.NEAME RE: HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK 4" PAN EL CENTERLINE 4" PANEL 40 CENTERLINE CENTERLINE CENTERLINE CENTERLINE EXTERIOR 3.22° EXTERIOR 3,22° EXTERIOR EXTERIOR 3.22° EXTERIOR 3 22" 2•TRACKCLUSTER'C3' 2-TRACK CLUSTER'C5' V 2-TRACK INTERMEDIATE v 2-TRACK INTERMEDIATE 2TRACKINTERMEOIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 'N'NCHOR LOCATION 'trANCHOR LOCATIONS '#3'ANCHOR LOCATIONS _ ASTRAGAL OR ASTRAGALOR INTERLOCK INTERLOCK PANEL PANEL PANEL 4" CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE 4„ EXTERIOR —H 3.22" EXTERIOR — 4 3.22" EXTERIOR EXTERIOR EXTERIO 3.22" Cf K INTERMEDIATE 3-TRUCK CLUSTER'C3' V 3•TRACKCLUSTER'CS' 31.ANCHOR RMATION 3-TRACK AN HORL CATION +3'ANCHORL CATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS '*1'ANCHOR LOCATION �/ •�2•NCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4„ INTERLOCK-�- 4" CENTERLINE CENTERLINE EL PANEL 4n CENTERUNE CENTERLINE CENTERLINE ILI EXT,EERIIOR 3.22" EXTTEE�IRIIOR 3,22" EXTEnRIOR EXTERIOR EXTERIOR -—3.22" V V 4-TRACK CLUSTER v 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE'✓[' r y 4TRACKINTERMEDIATE'43' 4 TRACKCLLISTR '#I'NCHOR LOCATION ANCHOR LOCATIONS v ANHORLOCATIONS 'C3'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS NOTES: r FIGURES PERTAINTOTHEFOLLOWNGHEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. _ NOTES: INTERNBDIATEANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE I TRACK IS TRACK • DSTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.375" W2.376' _ FOR ALL HEADS: Head/SIII 1 as s complying with Florida �� pQ1M LYNN 41,�����i� Jamb 1 6 1 Dallding Code FKiURE3 PERT O ETOLLOyAN EAO P-hook 7 NOA-No. 15.1210.02 ` �a.. �,LGENSt;'•.•'¢ CLUSTER ANCHOR LOCATIONS Explratlon Date 04/21/2021 L6 VINYL SLIDING GLASS DOOR NOA 10/05/15 BY Nlla -D Product Control �-T, / •,•�= ANCHOR LOCATIONS B If al J ROSOWSKI A0.' �� ead7S10 p 1 CERT.OFAUTH.#20200 iss/Q(LIA%- N' Jamb 6_ 1070 TECHNOLOGY DRIVE hook 7 N.VENICE,FL 34275- (841)•480-1800 SGD-54701 NTS 111 12 OF 21 Jill MD-5470.0 Jill A.LYNN MILLEA,P.E. . P.EA 53705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURESPER7ANTO THE FOLLOMMOJAMBANCHORLOCATIONS. -►I �+ 2.375" 4.76" 7.126" 6" MAX. Heed/ 21.8" 21.6" 21.8" 9111 C3+1 Jamb 6 MAX. MAX. MAX. P-hook. O.C. EXTERIORO.C. E%TE�_IOR O.C. ERIO ell OPT,ANCHOR `r✓\ TO AID IN ALIGNMENT 1 6" B" 6" NOTES; MAX• MA�X� MAX. 1)STANDARD ANCHOR LOCATIONS SHOWN. I K FRAME I 3-TRACK FRAME F4-TRACK FRAME BE LOCATED INFOR 3 AND RAD ADJACENT TRACKS CK JAMBS,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 fli PER END @ I.500" (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.600" 2 TRAC I SILL SILL � EXTER(OR SILL (3 EXTERIOR n EXTERIOR (3)TRACK WEEP HOLES -. 1I 6" AX. EVERY 24"@ 1.125"X.190"; (6)TRACK WEEP HOLES \ OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190';� — (10)TRACK WEEP HOLES�� TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY EVERY 24"@ 1.126"X.190"; ALIGNMENT M'@ 1,376"X.600" (1)WEEP NOTCH EVERY 24"@ 1.375"X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2 3&4 TRACKS) PRODUCT RENEWED l l ll 111„ OF ANCHORS REQUIRED IN THE P-HOOK. as oo e lyongewith the Florida `���� IyNN ////�� FIGURES PERiNN 70THE FOLLOWING POCKE7JAMB 6ulldln •HOOK ANCHORLOCATION9: NDA-No. 15.1210.02 ;�,3•��;.•'JGEN'34 Expiration Date 04/21/2021 L@ VINYL SLIDING GLASS DOOR NOA 10/05/15 By No.60705 Mla -D Product Control ANCHOR LOCATIONS C � J ROSOWSKI �+ g gip'• IS TE F 4i- � •'�;: CERT.OF AUTH.A20298 / 1 HeadlS11I C3+1 Jamb S 1070 TECHNOLOGY DRIVE � P-hook 7 N.VENICE,FL 34275 (941)-480-1800 IIISGD-5470111 NTS 11113OF21 4 MD-5470.0 A.LYNNMILLER.P.E. P.EtLGB706 HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOLLo NG°OTCORNER SILL ANCHOR LOCATIONS: 90, 0 4" 4" 4" 4" q„ 11 L4' 4" 4" 3.22" EXTERIOR 3.22"EERIOR 2-TRACK SO'CORNER. 2-TRACKSO'CORNER P-hook 7 "r 'C4`ANCHORLOCAMONS �— 'CO'ANCHOR LOCATIONS 2-TRACK 90'CORNER ERIOR 2-TRACK SO-CORNER EXTERIOR (USE WHERE-03-IS SPECIFIED) (USE WHERE'CY 18 SPECIFIED) 'C4 ANCHORLOCATIONS ANPIWHERE'C6O011 CA710NS - q (USE WHERE'C3'IS SPECIFIED) (USE •IS SPECIFIED) 0 4 4" 4" 4„ ° PRODUyCTgRENEWwlthibeED de cc Bullding Code NOA-No. 15.1210.02 Expiration Data 04/2i/2021 4" 4" 4„ 4" ° By Mle do Product Control EXTERIOR 3.22" EXTERIOR 3,22" 37RACK 00'CORNER 3-TRACK GO*CORNER 3-TRACK00•CORNER ERROR 3-TRACK 00•CORNER EXTERIOR 'C4'ANCHOR LOCATIONS Ga'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS �1-�y 'CS'ANCHOR LOCATIONS (USE WHERE-CT IS SPECIFIED) (USE WHERE'C6-IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) v (USE WHERE'C5'IS SPECIFIED) i 4' 4. L ,' GN$E'• •.icy: 4" 4" ° is (4o-56T05 w Um pt j , '5EOr. ' 10 , EXTERIOR W EXTERIOR 4" 3.22" � (< <G`\ 47RACK 90'CORNER 4-TRACK flO'CORNER 47FACK SO'CORNER EXTERIOR 4.7RACK flO'CORNER EXTERIOR , SSIONP4,. 'C4'ANCHORLOCATIONS ''C3'ANCHOR LOCATIONS �,. USE WHERE`C3.IS SPECIFIED) (USE WHERE'C5'IS 6PECIFIED) `C4`ANCHOR LOCATIONS v 'C6'ANCHORLOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE•C5 IS SPECIFIED) A.LYNN MILLER•P.E. NOTES: .. PE" 55705 FIGURES PERTAINTOTHE FOLLOWING 90'COMER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEADANCHORLOCATIONS: - • VINYL SLIDING GLASS DOOR NOA 10/05115 9o, 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE g ANCHOR LOCATIONS D J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. N HeedlSUl C -1 Jamb 6 3)TRACK-TO-TRACK 2 P-hook 7 DISTANCE IS 2.375" t2.375- TECH1070 TECH NOLOGYY D 2.375" C ALR}L f) N N FOR ALL HEADS AND SILLS: DRIVE R N.VENICE,FL 34275 T (941)•460-1600 11ISGD-5470111 NTS & 14OF2i Jill MD-54-10.0_ it HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL.135°CORNER CLUSTER ANCHORS LAYOUT: F FbOLLON9URR PERTAINT AINTOERSI G 134' T E ANCHOR LOCA7IDN& 135 4" 4" o 4^ 4„ elEXTERTOR 04" ° Head(SI(I 1 117 XTERIOR „ RIO Jamb -5 3.22 4„ 4„ EXTERIOR P-hook 7 2-TRACK 135•CORNER 2 TRACK 135'CORNER J� j� 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 2•TRACHOR LOCATIONS V 2-TRACK LOCATIONS v (USE WHERE'Cr IS SPECIFIED) (USE WHERE•CS IS SPECIFIED) 'CW ANCHOR LOCATIONS •CWANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE•C5'IS SPECIFIED) 4" 4!, 4„ t4" 4" 4" 3ROmpiyCng with tthe PllooAda Building Code NOA-No. 15-1210.02 4^ Explratlon Date 04/21/2021 EXT,,JE�RRIIOR EXTERIOR EE E�R7IOR @0EXTERIOR By�/ �/ 3.22" V Mtam-D roduct Con(rot 3-TRACK 135'CORNER 3-TRACK 135•CORNER 3•TRACK 135'CORNER 3-TRACK 135'CORNER '04•ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE'G3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) ANCHOR LOCATIONS 'OS`ANCHOR LOCATIONS (USEE W WHERE C3'1S SPECIFIED) (USE WHERE-CV IS SPECIFIED) 4" 4' 4" $" L-YNIV �/9 4" 4" No.58705 o — EXTERIOR EXTERIOR EXTERIO EXTERIOR %��•'. S17 I'L�C��� `Vj` fl 3.22" �C`••'•FCORIOF;.•'C�: 4TRACK135•CORNER 4TRACK 135•CORNER 4-TRACK 135•CORNER q•TRACK 136'CORNER /i s. •C4•ANCHOR LOCATIONS 'C6•ANCIIOR LOCATIONS 4-TRACK LOCATIONS 'C6.ANCHOR LOCATION9 rr/S/ uAl' USE WHERE'C3°IS SPECIFIED) (USEWHERE'CS•IS SPECIFIED) �) (USE W)IERE'C3•IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) 1 I I I I 1111� _ A.LYNN MILLER,P.E. .NOTES: - P.Emb 58705 FIGURES PERTAIN ToTI6 FOLLOWING 135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEADANCHORLOCATONs VINYL:SLIDING GLASS DOOR NOA S 10/05/16 136 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS I3i J f20SOWSIQ ' HJamb)u 61 3)TRACK-TO-TRACK P°hook 7 DISTANCE 1S 2.376" 2.3751, W2.3715"' CERT.OF AUTH.O29298 FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE -- N.VENICE,FL 34275 (941)-480-1600 SGD-54iOlil NTS III 1$OF 21 1191 MD-5470.0i HEAD SPLICE ANCHORS LAYOUT (ni,INTERLOCK OR ASTRAGAL SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL fl&PIRICCEE081LLAWt1cM iOCArK1NSa SPLICE SPLICE SPLICE gPLIC LOCATION 4" LOCATION 4" LOCATION 4' LOCATION 4" RHeadlSlll C31 EXTERIOR g.22• EXTERIOR 3,22" EXTERIOR EXTERIOR 2•TRACKSPLIC£ 2-TRACKSPLICE [ny 4.ANCHORLOCAE ANCHOR SPLICE Jho 6 'C4'ANCHORLOCATIONS 'CB'ANCHOR LOCATIONS 'CWHERE ORLOCATCIFIIONS 'CWHERET LOCATIONS P-hook 7 (USE WHERE'C3'IS SPECIFIED) (USE WHERE*CV IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE TV IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION 4 76" LOCATION 4" LOCATION 4" LOCATION 4" 0 E PRODUCT RENEWED aS com Iyln with tho Florida EXTERIOR 4" EXTERIOR 3.22 EXTERIOR 3.22 EXTERIOR 4° Building Code 3TRACKSPLICE 3-TRACK SPLICEn 3-1RACKSPUCE -TRACK SPLICE NOA-No. 15-1210.02 'C4°ANCHOR LOCATIONS 'C8'ANCHDR LOCATIONS �J 'C4'ANCHOR LOCATIONS 'CO"ANCHORLOCATKINS (USEC4 AN HORE'C7 IS SPECIFIED) (USE ERE R(S SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5`IS SPECIFIED) Explrallon Data 04/21/2029 In _ Miam!- Product Contra SPI1C• Q,76" SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION LOCATION 4" • o 0 0 0 0 o a EXTERIOR 4„ EXTERIOR 3•22�� EXTERIOR 3.22" EXTERIOR 3.2Z' \�� �(11YNN Prllze"1111 4•TRACKSPLICE any 4-TRACKSPLICE 4-TRACKSPUCE 4-TRACK SPLICE C4'ANCHORLOCATiONS 'Ce'ANCHOR LOCATIONS ���;'�,�GENSE'••F� i 'CA'ANCHOR LOCATIONS -CO'ANCHOR LOCATIONS (USE WHERE'CT IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) (USEWHERE TY IS SPECIFIED) (USE WHERE'CS'15 SPECIFIED) =-Iff ,070055 r1. _ U. NOTES: .� c�•.,FLoian?. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. rlcuResPERrnwTOn1E rouowulO svuceO 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HFAO ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9, P.Effi 69705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA 10/05/15 DISTANCE IS 2.376" 1 V2.376, t2.3761, FOR ALL HEADS AND SILLS: -ANCHOR LOCATIONS F 14 J ROSOWSKI OF AUTH,#20208 HeadlSlll .C3 1 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED CERT. BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE Jamb 5 N.VENICE,FL 34276 P-h ook 7 (941)-480-1800 SGD-5470 NTS 16 OF 21 MD-6470.0 f ' PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 90' INSIDEOW OUTSIDE135' INSIDE735' DOUBLE r•{— ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK L 1 ^^^^�L�L INTERLOCK INTERLOCK STILE WMANDLE BOX OUT BOXIN RECEIVER RECEIVER INTERIOR OR OUT IN RECEIVER RECEIVER EXTERIORGLAZED A� .IVI DOUBLE LOCKSTKE INTERLOCK SINGLE F F PP K L L TC TA TV .TW INTERLOCK LOCKSTILE ASTRAGAL _ our (Raxwo IRMO I/ SINGLE SINGLE DOUBLE 114T RNOCK B H P A C �C SC SA SV SW SD INTERLOCK INTERLOCK CL STILE RR R S S FC FD FV FW A INTERLOCK LOCKSTILE reoxovm Ieoxup J W/HANDLE D M aJ �J U ASTRAGAL �.,�nvvv'�� LOCKSTILE 10=011D foox+b ASTRAGAL DS INTERLOCK IM ROCK DOUBLE BOXCUT LR eT U LL W ASTRAGAL N —� Boxei T U U) w our go- RECEIVER T CS 'CF ASTRAGAL A- RECEIVER AT AS DF 1/T 1 S l/F PRODUCT RENEWED ASTRAGAL V ! V t7 V as complylnB with The FlorJda RECEIVER Building Coda IN.735' WT WS WF NOA-t1o. 15-1210.02 ASTRAGAL r RECEIVER Expiration Dote 04/21/2021 By J Miam- a Pro uct Con ral - _ LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE"I"SHOWN. PANEL NOTES: 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. �`�S�`�'7)CENSLc' 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE &VINYL SLIDING GLASS DOOR NOA 10/05/15 ` No.BB705 �t NOT AVAILABLE. PANEL TYPES &I J ROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS BO", ® Q pal St �.S�F 6 J` 4 PANEL TYPE MAY BE EITHER EXTERIOR STANDARD OR INTERIOR GLAZED,BOTH CERT.OF AUTH,ti20206 � %, FtoRto?••'C, TYPES QUALIFIED BYTHIS APPROVAL,SEE E DETAILS SHEET 10. 1070 TECHNOLOGY DRIV 's`9 _ N.VENICE,FL 34275 �, �J�J J (941)-480-1600 tllSGD-547011i NTS 17 OF 21 MD-5470.0 A.LYp E NNI6BT05 P.6 h� --5.876� f 10.635 .540 .126tr .660 r'291 081 782 [=Cr 100 9 500 -930 81 062 301 3 1.82+8L 100 d���j-�®[�® A FRAME SCREW T INTERLOCKCAP, O 2 TRACK HEADIJAMB ©4 TRACK SILL 0 COVER(PVC) ANCHOR PLATE Q9 TRACK INSERT 10 EXTENDED POCKET 5.178 231 O80 j 2.060 100-•-1 r•- -- 1.000 252 8.260 -• . �� 062 �y 1,813 � 080 8260 1.435 p �J Cr° �� 100 p WQ�419 P 1.883 ❑ LJ ❑ 1.813 I q 1 c� 1.681 062 T -L 060 100 d�[��® �� BOTTOM RAIL FRAME SILL 1 S{LLTRACK Q P-HOOK ADAPTOR 10 P-HOOK Q3 3 TRACK HEADMAMB ®3 TRACK SILL 11 SUPPORT 12 ADD ON COVER .084 r 126 640 P7�f .061 �.220 2.976 1 r 2.141� 1 10.625 6.875--►� 640 �w v 076� LLLJ C7OC�D- pi00 828 5���•082 I" 2.607 I� 1.408 ❑ ❑ ❑ 1.813 C��G� El 1.8+81 �-"��'-082 328 100 d�](D J ® J 19 EXTENDED (@ KEEPER @ BAR COVER REINFORCEMENT 0 REINFORCEMENT (�3 FIXED PANEL CLIP ®REINFORCEMENT KEEPERQ5 BR PLATE 4 TRACK HEAD/JAMB Q2 2 TRACK SILL 2.511- r.--2.838 1.570 r.- 1.625 -+{ 1,595 r ►1 1.595 r+ .300 11 I 2.696 .080 2.073j F W.09 9 3.483 .125 1 .070 .075 � 4-835 4.279 ,100 J.._ 2.833 2.368 a 768 •400 2.768 2.210 090 2.116 -300 ® 2.026 •312 2. ❑ ©4INTER(ORJAMBCOVER `-I-t-.188 �1 �H-2.710- Lo�.- PRODUCT RENEWED .110 1+- .120 -'I I'-•182 .120 1- -•182 -2.281 ,100 o as complyIng with tha Florida NEL STILE,TOP lldfn 25 AND STILE © AND STILE ©REINFORCEMENT, ®REINFORCEMENT, @ASTRAGAL REINFORCEMENT 30 INTERLOCK ADAPTER EXTENDED POCKET 31 ADAPTER K 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAIL I oA-Nu.c-do 15-1210.02 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Dato OW2112021 REINFORCEMENT . 20 s -23.209 (•--3.346 NOTES: Miami-D roductControl 1.472 910 1)SEESHEET 4 FOR 08013.713 .090 SILL RISERS. 2.17625 .046 00 3.j$35 3.345 .060 2)SEE SHEET 20 070 229 .065 i FOR SCREEN PARTS, .300 1.170 135'CORNER 135'CORNER 135'CORNER 135'CORNER 90'CORNER 90'CORNER 90'CORNER 3)ALL DIMENSIONS 35 30 ©7 © 39 40 41 ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. �tl l i i i i I 1 i, EXTERIOR INTERIOR EXTERIOR INTERIOR \.,%"'1y LYNN 210 •252-__1 Ir'• N0.50705 ,4 [ETR L SLIDING GLASS DOOR NOA I 10106/16 -- 1261 1.261 USIONS � J ROSOWSKI �f fS<$ I&VAiBOGECERT.OF AUTH.#29299 � ��N/��BEVELED BEAD OGEEBEAD m1070 TECHNOLOGY DRIVE A N.VENICE;FL 34276 hLYNN MILLER P.E. (941)480-18005470� NTS 18 OF 21 IviD-54T0.0 � P.E.669705 - 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD (4)ANCHOR CLIP INTO INTO FRAME ATTACHMENT ea HEADER ASSEMBLY TYPE AS USED PANEL JAMB& INSTALL ONE BLOCK AT IN INSTALLATION, STILE ° SUBSTRATE,SEE EACH INTERLOCK. BLOCK TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL (3)#10 X ° ONE BLOCK THAT (3)#8 X I 93 / SPANS BOTH PANELS. I 80 1"SMS 1.5"SMS d FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE ? 23 PANEL MIDSPAN OF EACH FIXED X 2-i/4"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. It SMS nu / \ (4)#10 21 BAR COVER X 2"SMS 00 22 REINF.BAR e1 #8 X KEEPER Ie 1-1/4"SMS 1 q 1 / -a \� JAMB TO \— KEEPER TO JAMB SILL ASSEMBLY �R ATTACHMENT \\ ( / LOCKING JAMB Il�� PRODUCT RENEWED as cornpl In with the Florida guhiREINFORCEMENT PLATE LJ NOA- o&a1�a NOMNo. 15-1210.02 ATTACH WITH 48 X 1-1/4" 4-PANEL,2-TRACK KEEPER 1a Expiration veto 04121/2021 @ 34-1/2"MAX O.C. OXXX SHOWN o p sr r Mlaml-D roduct Control (4#10 INTERIOR i en INTERLOCK � CLIP COVER NOTES EXTERIOR ` I zA INTERLOCK )DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. `�1++I 111 l r u77j QREINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. LYNN BOTTOM RAIL °� 04 910 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. SUPPORT at 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)#10 X i"SMS VINYL SLIDING GLASS DOOR NOA 10/05/15 THROUGH SUPPORT,sz ! INTO PANEL PANEL ACCESSORIES INSTALLATION 8 J ROSOWSKI /K— .p5�16 93#1oX ASSEMBLY ® ` =nh''..,F INTERLOCK SILL RETAINER 1-112°sans �� ALL PANEL CORNERS CERT.OF AUTH.#29206 CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE INSTALL ONE ASSEMBLY AT EACH INTERLOCK " ' FASTENERS - - - � N.VENICE,FL 34275 -- - A.LYNNMILLER,PP. I (941)-480-1600 SGD-5470 NTS 18 OF 21 MD-54TO,O p,E -r .968705 l BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ODA�DR 6 O� ❑� 102 /18 103 725 121 f93- 123 132 120 10B �l `l !tt !°3 113 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE. 130 EXAMPLE 11s 33 102 11t � 32 131 L_]{-1 121 @OR t11 G f22 1 0 3 \J 1te f P v `-'' HORIZONTAL SECTION EXAMPLE 100 Its o l IV / 120 104 102' HORIZONTAL SECTION 117 1.081 EXAMPLE 1.081 1.202-1'f►y� 1.778 QA ,778 935 875 )s— 87E I� 1.020 �— .-1 060 5 .045 12o SCREEN 121 SCREEN 122 SCREEN OXO 1.993 1.983 1.874 FRAME SIDE RAIL, ASTRAGAL RAIL LATCH ADAPTER 11 I j PRODUCT RENEWED H—.082 L:--062 .062 ea eomplying with the Florida OBOX SCREEN OBOXSCREEN OBOX SCREEN too TOP RAIL 101 BOTTOM RAIL !02 SIDE RAIL f I-�--•.726 �1.436� NOA-No Code 15.1210.02 127 .765 712 Expiration Date 04/21/2021 k+ u3 o t14 1.020 r 1.693 i 373 1P8 120 —i�"—•040 002 mlaml- a duet 6ontrol V tot • I� SCREEN VINYL FRAME SILL 2 � .063 123 ASTRAGAL t24 SCREEN 0 1C720 055 1.833 2 ��`� ADAPTER ADD-ON O 1z4 !07 .062 dQ� !03 t04 BOX BOX BOX SCREEN d SCREEN SCREEN 103 OXO ©� INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER EXAMPLE VERTEXAMPE�TION NOTES: �O��...LYNN .055 1300 - �1 1.487 1)ALL DIMENSIONS IN INCHES. Q ro,5,0 1.487 1.610— g VINYL SLIDING GLASS DOOR NOA 10/06/15 _` ; 110.58705 �r L—° 0 SCREEN DETAILSll S J ROSOWSKI BOX SCREEN BOX SCREEN BOX SCREEN HEAD a tos ASTRAGAL 107 SILL ADD-ON 108 '�(� AND JAMB ADD-ON ADAPTER CERT.OF AUTH.f129298 � � S /�....••�J(,9`� 1070TECHNOLOGYDRIVE N.VENICE,FL 3427E-- fflil�tlt`` (941)-480-1600 SGD-54701 NITS 20 OF 21 MD-5470.0 �1 A L REA 6 LER,P.E. P.E.°68705 TABLE C: - TABLE D:BOX SCREEN 4 Part# Description Material # Part# Description Material # Part# Desedp8on Material 1 19D01 2-Track Head/Jamb Rigid PVC 40 19081 90'Comer Astregall Cap-Ext. Rigid PVC 10D 12256 Box Screen Top Roll. B083T6 At 2 10002 2-7mok SIII Rigid PVC 41 19082 90'Comer Aslregal Cap-Int. Rigid PVC 101 12267 Box Screen Bottom Rail 6063T5 Al 3 10025 3-Tmok Head/Jamb Rfgtd PVC 42 18085 sill Riser-(2-1/2") 6083-18 Alum. 102 12258 Box Screen Side PAD 6063 T6 N 4 10026 3-Track SIII Rigid PVC 43 19022A SIII Near-(3412') 806340 Alum. 103 64428 Box Screen Inledock 606378 At b 19027 4-Track Head/Jamb Rigid PVC 44 19023A SIII Rlser'-(4-1/18') 0083-TO Alum. 104 17347A Box Screen Snaps!Bug Flap 8D8916Al a 19028 4-Track Sill Rigid PVC 45 19024A Sig Riser-(4S/8") 606346 Alum. IDS 1 54345 Box Screen OXO Astragal Adopter e083 T6 Al 7 19OD9 IFFaMe Screw Cover Rigid PVC 50 7le609W 1B7'x.32D'FlnssaI(Stile) 100 1 17349 1 Box Screen Astragal Adapter 6063 T6 AI 8 19031 Anchor Plate 6D63 TB Alum. 61 7FOg5K• 1-1/2'x 1'x 314"Fin Seal Dust Plug 107 IBM Box Screen Frame Sig Add-on 6063ToA1 9 16007 Track Insert 6083 TB Aium. 52 71890 Dust Plug 108 19D38 Box Screen HeadlJamb Add on 608318 At l 10 16084 Intedock Cep-Extended Pocket Rigid PVC BD 419041 Interlock Clip Cover PVC 1D9 720X1X #1420 x 1"MS(�T Rail 3S 11 18036 Bottom Rail Support SOBS-Ti-Alum. tit 78163X Tandem Roller Assembly SS 110 720X112X #1420 x 1-if2`MS(�Bottom MII Be 12 19006A or Sill Cover 6083 T6 Alum. e2 78163N Tandem Roller Assembly Nylon Ill 71793G Wal,.27(Y'x.IW'-Fin Seat 13 19011 Sill Track Cover Rigid PVC 03 70X76FPTX 98 x 3W Ph.FH SMS(a Roller a Relnf. SS 112 618D5K Watp,.187"x.SW'a Bug Flap 17 19032 P-Hook Adapter B063 T8 Alum. 84 41BD42 Frame Header Block Nylon 113 78RAZ Slandard Roller Nylon 1s 10020JP-Hook 6063-TB Alum. 65 48052 Roller Adj.Hole Plug PVC 114 78RAX HD Roller SS 19 19047M Extended Keeper 6063-TO Alum. BB 44385 4 Hole Bumper Stop PVC 116 series Screen Locking Hardware Steel 20 19029M Keeper 6063 TO Alum. 67 7OX114FPTX #8 x 1-1/4'Ph.FH SMS®Bum_par Stop SS 118 419053 Screen Keeper Stool 21 10014 Reinforcement Bar Cover Rigid PVC Be 716960 Sill Plug PVC 117 76XIPPA #Sx 1"Ph.PH SMS Steal 22 10030 Reinforcement Bar 8005-T5 Alum. 69 78185X Gemini Mortise Look wllong Tdm plate Steauss 11e 16GO314 Screen Spline-.IWI$.10, Vinyl 23 10037M Fixed Panel Clip e083 T6 Alum. 70 71032XIFPFX 10.32 x 1'Ph.FH MS®Look SS 110 1B1BC20 Screen Qdh Fiberglass 24 10035M Reinforcement Plate 6003 T8 Alum. 71 wiles Handle Kit Cast Zino TABLE E:STANDARD SCREEN 26 19017M Top Roll,Bottom Rail and Lockstlls BOO&T6 Alum. 76 Kommedkg 4SG TPS Spacer System # Part# Description Material 28 19046 Reinforcement Composite 76 Quanex Super Spacer nXr WAh Hot Melt Butyl See Sheet 10 for 120 12033 Screen Frame Roll 6083 T5 At 27 19018M Interlock.300 Reinforcement,Sid. BOOB T6 Alum. 77 Quanex Duraseai Materials 121 12026A Screen Frame-Side Rail(Latch) 8069 T5 At 28 19013M interlock ADO Reinforcement,HD e005 T6 Alum. 78 Cardinal)L Edge Spacer 922 17383 Screen OXO Aatregal Adapter 5063 T8 At 29 10010M Astragal Reinforcement 6005 T6 Alum. 79 Dow Coming 995 or GE-7700 Backbedding Silicone 123 4853K Screen Vinyl Astregal Adapter Rigid PVC - 30 19083 Extended Pocket interlock Adaptor 808346 Alum. 82 10044 14/181 Bowled Bead Rigid PVC 124 190a28 Frame sill Screen Add-on BOSS 78 At 31 19008 Interlock Adaptor Rigid PVC 63 19D45 1-1116.Ogee Boad Rigid PVC 125 19012B Bug Flap,05 ore 6 duro. Vinyl 32 19008 Astragal Add-on Rigid PVC Be 7172BK Setting Block 1'x 4"x 1/161,65+/-6 duro. Neoprene 125 7BX1 P95K s #8 x Flap,Ph.-6 SMS(Assembly) SS 33 19OD4 Panel Bills,Top/Boltom Rail Rigid PVC 90 78IPSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 127 112PS Corner Key Wheal Assembly(Standard) Nylon - 34 79040 Interior Jamb Co�or BOBS TB Alum: 91 78X114PHPT410X #8 x 1-114'Ph.PH SMS(�Ralnf.Bar SS 128 7120273S Corner Key Wheel Assembly(HD) SS ;j 35 19076 135'CemorAatregal 606VIB Alum. 92 710X1PHPT18-BX #10 x V Ph.PH SMS @ Rail Support SS 129 varies Screen Locking Hardware Steal 36 19077 135'CornerAstragal Passive Mount 8083 TB Alum. 93 710Xli5PPX #10 x 1-112"Ph.PH SMS g Fxd.PnI.Clip SS 37 19079 135"Comer Astragal Cap-Ext. Rlgld PVC 94 710)2.6PHPTIMX #10 x 2-1/2'Ph•PH SMS(a}Rolnf.Plate/Awl. SS 130 710)04PPSDAX #10 x 3/4'Ph.PH SMS @ Screen Ast. SS 131 78X12PPSMSX #8 x 1@'Ph.PH SMS CN DoorAst. as 36 19080 135'ComerAolmlial Cep-Int. Rigid PVC 65 71420X2.26FPFX #12x 2.1/4'Ph.PH SMS(ay Hdr.Block Ss a32 189213r4 Screen Spline-.145' Vinyl 39 19078 Bo'Comer Astragal BOBS TB Alum, g6 71OX1.75PPX 410 x 1-3/4'Ph.FH SMS®Keeper SS 133 181OC20 18cfeen CAoth Fiberglass OT TIOX34PPX #10 x 3/41 Ph.PH SMS(fig Ext.Pit.fnt. SS PRODUCT RENEWED �!!!trrrllt//r as complying with the Florida ���� N�LYNIy Euilding Code �� \\�.........•. /vle. NOA-No. 15-1210.02 ti `, '�!CLFISC'•,F.p Expiration Dot 0 4/2 112 0 21 ?Yr., ;4 VINYL SLIDING GLASS DOOR NOA 10/05/15 ay _ No.587D5. mr-TEeEMProduct Co rtrol PARTS LIST j t J ROSOWSKI %Lp •. �)s b :tU CERT.OF AUTK.929206 NOTES: S $ ' �r(rll i i�`�G` 1)ITEMS#14-16,46-49,63-59,72-74.80,81,84.85,87.89i 98 8 99 ARE NOT-- 1070 TECHNOLOGY DRIVEa r�� ' 'lli USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275(941)-480.1600 SGD-5470 NTS 21 OF 21 MD-5470.0: kLYNN MILLEn,P.E. -. P.E.968705