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5/30/2016 Florida Building Code Online �. tt €€ lj F�"GId C` fit^efii BCIS Home Log in \; user Registration Hot Topics Submit Surcharge ; Stats&Facts Publications y FBC Staff BCIS BCIS Site Map l Links %Search i Busines �" �=� ` Product Approval Prof essi 'al 'USER:Public user Reaplation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL251-R27 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 IndustriesFF/� ' Address/Phone/Email 1070 Technology Drive u �.3• f h 6 j North Venice, FL 34275 (941)486-0100 Ext 22318 JUL pA 1 druark@pgtindustries.com Authorized Signature ]ens Rosowski PERM,ITTI,,JG5t. Lucie County,ty, i=L 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 xterlor 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 03/15/2016 Date Validated 03/22/2016 https:/Avww.floridabuilding.org/pr/pr app o.aspx?pbram=wGEVXQwtDgsEt2PTand5bm5ECcrIFWoGLyglpgbNAC8%3d 1/4 5130/2016 Florida Building Code Online Date Pending FBC Approval Date Approved 03/22/2016 SummarV of Products FL# Model,Number or Name Description 251.1 SGD- 670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R27 C CAC 15-1013.14.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 H 15-1013.14.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO- CER details, and anchor type,size, and spacing information'. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD- 670HP (Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R27'C CAC 15-0106.07 HP.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 II 15-0106.07 HP.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD- 680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0609.11.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 H 15-0609.11.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R27 C CAC 15-1013.15.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 II 15-1013.15.odf (NOA)for product performance Information,anchorage Verified By: Miami-Dade BCCO- CER details,and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD- 770HP (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.08 HP LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 II 15-0106.08 HP LM.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD- 770HP (Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.09 HP SM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 II 15-0106.09 HP SM.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports https://www.floridabuilding.orglpr/pr app dd.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGLyglpgbNAC8%3d 214 5/30/2016 Florida Building Code Online Created by Independent Third Party: 251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0903.09.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 R27 II 15-0903.09.odf (NOA)for product performance information,anchorage Verified By:'Miami-Dade BCCO- CER details, and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R27 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 R27 H 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 R27 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 R27 H 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 R27 C CAC 15-0612.07 SM.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 R27 H 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 R27 C CAC 15-1210.02.Ddf e HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 e Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 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 R27 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 FL251 R27 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: SacR �i�xt hftps://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGLyglpgbNAC8%3d 3/4 MIAMI- MIAMI-RADE COUNTY QXAMM 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 PTANCE OA www.miam1dade.Qovhconomy (Zg; 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, 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 le 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.15-1210.0 MIAMI DAOE COUNTY Expiration Date: Apri121,2021 L\�11�+ Approval Date: March 3,2016 Z Page PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.09) 2. Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA", sheets 1 through.19 of 19, prepared by manufacturer,dated 10105/15, signed and sealed by Anthony L.Miller,P.E. B. TESTS 1. Test reporton 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 NDA No. 11-010 7.09) 2. Additional test report No.FTL 6638(samples A-1 thru A-22)per TAS 201/203-94, issued by Fenestration Testing Lab,Inc., dated 11/19/10,signed and sealed by Jorge A. Causo,P.E. (Submitted underNOANo! 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 NDA No. 15-1210.01) 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. 1S-121 0.01) 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. 151210.01) 6. Additional test report No.FTL 8548 issued by Fenestration Testing Lab,-Inc.,dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No.FTL 8549 issued by Fenestration Testing Lab,Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16,signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 8. Additional test report No.FTL 8552 issued by Fenestration Testing Lab, Inc.,dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega,P. E. (Submitter)under NOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by POT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L.Miller, P.E. Jorge M.Plasencla,P.E. Pr duct Control Unit Supervisor 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 ASTMS-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitter)under NOA No. 11-0107.04) F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5"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.L", 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 E-2 SERIES 6470, NON-IMPACT RESISTANT SLIDING GLASS DOOR BLEA: r group - Anchosubstrate Framer Member MIn,Edq* Min. MIN.OF 3 THREADS INCLUDING POCKETS &900/1350 CORNERS Divionco, Embedment BEYOND THE METAL GENERAL NOTES: P.T.SNUTIOM—pino ea em 9116, i:va' SUBSTRATE,METAL 1112,steel SMSP-Gk S. SUBSTRATE TO'MEET MIN. i)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (GS)or,410S.S. Aluminum, w m Hood)SED'amb, _34- --173r— STRENGTH AND THICKNESS 2)DESIGN PRESSURES: SMS, (0,126•min.thickness) P-hook 3141 It$, - A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min.It Steel,A381 HeaclISHYJ 3fr 0.060P REQUIREMENTS PER B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. A threadefin) P`410ok Tv 0.06V CURRENT FLORIDA BUILDING BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 331 Head/SIIVJamb 3/W CODE AND TO BE REVIEWED 3)ANCHORAGETHE 33-11374 STRESS INCREASE HAS NOT BE A0.219111 imlad'11-110 (0.071'arlo.thfolmats) P-book NO, BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,"THAT COMr-INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1!4'ElcoP.T.Southern Pins 7mb 7^ I-3181 JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 1,11fracon (118.0.65) P-book 1. --Two. 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE.. — S.&CreleFlax 166=0.0) P-hook 1. 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. — 1/4Elco4lQ P.T.Southern Pins Head/8111fJornt; I" -We' FOR STEEL STUDS 6)REFERqM99qjNQ8!gY.ELOO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOD'S,VISION EXTRUSION,LTD. g 012,steel wood P.T.Southern Pins HeadISIII/Jomb 01161 I've, MIN.FU-45 KST& MIN,FY-33 K81. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA ANDBROWN COATED screw(001 — @G.0.65) -p-hook Fits' 1318• (PAINTED OR LAMINATED)WHITE RIGID PVC NOA concrete P-hook 1.- 1318'REFERENCES(TEST REPORTS):PTL-6337,0338,8646-8649,6652&8717;EXOVA-10-002-702(A)&10.006-10231; 114*Eke Itch 2.85 kell -1-vie, I 131a "UNGROUTED CMU"VALUES CAMBRIDGE 636763-00, Ull.moon Jamb 1. 1-114- MAY BE USED FOR GROUTED 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE PBC, INCLUDING THE ASTM Coq p4look 1. 1414' CMU APPLICATIONS., HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION unprouled CMU, -T-3 141-P Jamb 14' IW Else 410 (ASTM 090) P-book 1-_314• EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS,(COMPONENT REQUIREMENTS), S.S.CroteFlox Concrete HeadISHI/Jamb I-3116• 1-314* IMPACT RATING 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FM AS APPLICABLE. (min.3.35ksQ P-hook 1. 1-W 0)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. Concrete HeacVSIIYJamb 141r -we, NOT RATED FOR MISSILE IMPACT RESISTANCE 10)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES, (rolo.2.22 Rai) P-hook 1-1/2, f:va—* 114•Elco 18-8 -_thraroulad—CMU, Jamb 21 1-114! ------- S.S.AjMreGmkv_ IASTM ON) P-hook r 1-114* t-DESIGN PRESSURE RATIN-G-1 ANCHOR NOTES: _TA_ -_ BI P.T.Soulhona Pine KosdfSllVJamb I. 11vW SEE TABLES 1,2 1)FOR CONCRETEfCMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ISG-0,65) P-hook I, I-wr ONSHEErq7P.A"' APPROVED ELCO ANCHOR$.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE -_�namlo Hand/SlelVemb, 2-11z Ive, REQUIREMENTS. IM Elea Imin,Z05 kel) P-hook 2.1r 1.318, 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. ultmoon —Ungrou-Iod—CMU, Jamb -I.-112- 1-1/4 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2'THICK,PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL D __ JASTM 0-90) P-hook 241r 1141 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE I-112'THICK OR Concrete HeaLVSIIVJmmb 24*1 I.W4* PRODUCT RENEWED GREATER.IX AND 2X BUCKS(WHEN USED)SHALL HE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. IM]Elea 410 (milm 3.36 ksil P-hook 241r I've- 05 complying with the Florida S.S.CraterFlax Unprouto ! Building Carlo -BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE I CMU. Jamb 2-11[r 1w NOA-No. 15-1210.02 REVIEWED BY THE BUILDING OFFICIAL. • L:::�P a-71 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED ASTMCm!)D) 241r 11�4 Expiration Pato,04121/2021 BY THE AUTHORITY HAVING JURISDICTION. By GENERAL 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED,IF USED,NOWSHRINK, NOTES.............I Miami ads product Control EXAMPLE CONFIGS..........2 NON-METALLIC GROUT,MAX.114"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 TABLES........7-8 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS EXAMPLE............................0 APPROVED BY THE AUTHORITY HAVING JURISDICTION, STANDARDSUSED: GLAZING DETAILS 10 ANCHOR LOCATIONS 11-16 INSTRUCTIONS: 2014 FLORIDA BUILDING CODE(FBC),57H EDITION PANEL TYPES...................17 ASTM E1300-09 EXTRUSIONS....................AB 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR ANIS11AF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................19 THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2, ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. \\�"tv�om Mitt AISI-SIOO-07IS2-2010 .......... 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE IPARTSLIST........................21 NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED 6BI05 WIDTH ANDIOR HEIGHT, VINYL SLIDING GLASS DOOR NOA 10105/16 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, - g �41 J ROSOWSKI THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM GENERAL NOTES U EDGE DISTANCE, 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. CERT.OF 92 DS M 6 INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. 1070 TECHNOLOGY DRIVE i P 6)ADDITIONALLY,SEETHE EXAMPLE ON SHEET 0. N.VENICE,FL 34275 (941Y480-1600 IJISGD-5470111 NTS=1 OF 21 91 MD-5470.0 MAX.UNIT WIDTH — MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 ;, PER TABLES 1&2 PER TABLES 1&2KNFIGURATION'S PER TABLES 1&2 — I I T MAX. © / Ip MAX..UNIT / / MAX.UNIT gigI. MHEIGHTTHEIGHT I� HEIGHT / CJ �^ HEIGHT �� PER PER TABLES 1&2 �" PER TABLES 1&2. / / PER TABLES 1&2 Ig TABLES1&2 / / /pocw J1-_PANEL 2-PANEL 3-PA4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS + MAX.UNIT WIDTH MAX.UNIT WIDTH AX.UNIT Wil D NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH �'I PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 MAX.UNIT e �» HEIGH / 5 / iaiE f,nns MAX.UNIT / I MAX.UNIT / I PER 3MET. HEIGHT �" HEIGHT / I� TABLES1&2 PER TABLES 1&2 / / / / IV PER TABLES 1&2 / / / / 5 IN MOW -i J CORNER,TYP. 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS OefeIDC CONN6fl 8 0V N,INSIDOCOfWEA 9141nM PRODUCT RENEWED MAX.UNIT WIDTH MAX.UNIT WIDTH as comp!qlng with the Floada BuIldingNOM.PANEL WIDTH NOM.PANEL WIDTH NOA-No Code Non-No. 15-1210.02 PER TABLES 1&2� PER TABLES a —1 Ezptrattooata04/21/2021. I ESI - a I 1 By MAX.UNIT ' Ic MAX.UNIT 3 I Miami-fl¢ Product _ HEIGHT 3 / I^ HEIGHT I" PER TABLES 1&2 vocxF7 i pERTABLESI&2 h h h h A / wcr I 7-PANEL CONFIGURATIONS8•PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 'W'=OPERABLE PANEL �ti l l7 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB O"=INOPERABLE PANEL DLO HEIGHT=DOOR HE GHTDLO WIDTH NOM.PANELIDI H 1!818'/18' N�..�� ... LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXW,pXXXX OR XXXXp.OXXX IN P"=POCKET PANEL HEIGHT=DOOR HEIGHT-2-112' �` • J��JSE ' POCKET CONFIGURATION CAN BE OXXXp, `it VINYL SLIDING GLASS DOOR NOA 10/05116 ''�: No.r)87052)GO-&135-CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. EXAMPLE CONFIGURATIONS 41 J ROSOWSKI . luul 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS 70 BE DESIGNED BY OTHERS AND OF REVIEWED BY THE AUTHORITY HAVING JURISDICTION, < < ST T , r—DETAIL LETTER 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. Q 1070 TECHNOLOGY DRIVE 0)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.056 FT' L—SHEET NUMBER N.VENICE,FL 34275 -A'LYNN MILLER,P.E. (941)-480-1600 SGD 5470 NTS 20F 21 MD-5470.0 P.E.058705 -7DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR OOD ASTRAGAL DETAIL C1NOTE 4,SHEET 1;MIN.OF 3 ONRY FACING EXT. INTERLOCK LINTO METAL THREADS BEYOND THE CONCRETE/CMU PE METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH -- `j 19 II REQUIRED IF DOOR TYP.ANCHOR TYPE, HEIGHT IS OVER 9e 0t x+ 0e 1 EMBEDMENT AND 0 94 MAx2s oc. / EDGE t;�;�:. EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE -. TABLE A,SHEET 1& DAYLIGHT 10 INTu1 60 27 23 _ b� NOTE 3,BELOW OPENING 26 — —— 15 e o WIDTH a3 EMBEDMENT -��+:. Li EDGE - EDGE '••/'^'�� s+ I sx � DISTANCE DISTANCF,/.: 2b 20 X! R SEE NOTE S, y+ �/•••.."• SEE NOTE 9, 94 I I 2b 28 ,fl, 27 2B THISSHEET 114"MAX' —� ,' -_..i.: THIS SHEET I SEEN S, vv / 1X OR 2X WOOD O THIS SHEET EMBEDMENT— 9 BUCKSTRIP,SEE SEE NOTE 8,THIS SHEET 29 I Iib X 314°SMS REINFORCEMENT SCREW;7 ANCHOR NOTE 4,SHEET 1 L_—————J. TYP.ANCHOR TYPE / 63 PER STILE,LOCATED AT CENTERLINE AND 0", PLATE AT / HORIZONTAL SECTION XXX SH 9"&12"FROM ENDS(FACTORY INSTALLED). EMBEDMENT AND • EVERY��— / � EDGE DISTANCE PER SUBSTRATE,SEE ANCHOR DETAIL D2 _ DETAIL 62 TABLE A,SHEET 1& LOCATION � DETAIL C2 DETAIL A2 INTO MASONRY A5TR7GAL NOTE 3,BELOW INTERLOCK `r` FACING IM. 2X WOODBUCKSTRIPOR IW02Xwo°D 19 REQUIRED IF DOOR EMBEDMENT _ �— — 2t HEIGHT{S OVER 96' ,I ER—^ I PRODUCT RENEWED FRAMING,SEE ANCHOR 96 DAYLIGHT 9+ ` 1 - Q NOTE 3,SHEET 1 OPENING 22 4 EDGE INT IQLt I as complying with the Florida WIDTH I 1 DISTANCE I I DOA-No Cod. q c OA-No. 15-1210.02 TYP.ANCHOR TYPE, p SEE NOTE 9,THIS SHEET 7 I I Expiration Doto 0412112021 EMBEDMENT'AND >J 20 z7 2e 26 EDGE DISTANCE PER 03 23 s. " TYP.ANCHOR TYPE, I I By SUBSTRATE,SEE EMBEDMENT AND p �] IIIIIamI-O do Prodact Control. TABLE A,SHEET 1& a 3+ q EDGE DISTANCE I I NOTE 3,BELOW PER SUBSTRATE, u b tm 1 SEE TABLE A,SHEET d EDGE d LS 1&NOTE 3,BELOW I EXTERIOR I DISTANCE ' L-- _J I.-114°MAX. PANEL WIDTH -—\--CONCRETEIGMU PER ASTRAGAL MAY BE HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT INTERIOR OR �� !!!�i FIXED PANELCLIP& �� �VNN hf! � NOTES ANCHORS,SEE EXTERIOR DIRECTION. �`pti1,..••••••.LtRf, ALL PARTS IDENTICAL. 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, REINFORCEMENT TYPES(SEE NOTE 9,THIS SHEET) DETAIL SHEET 19 i 2 REFER TO ANCHOR NOTES,SHEET 1. o�8Tp5 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FOASTR GAL STILES, _ ,T; N ' ASTRAGALS,FIXED zs 2s VINYL SLIDING GLASS DOOR NOA 10/05/16 - •i D: ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND --- —— g 4)CONTINUOUS ANCHOR PLATE,ITEM M8,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X�SECT.8� J ROSOWSfCI =q6 FRAME ANCHOR LOCATIONS. < < !. p'.• FL tpl ' Com` 6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. ((( , ® � ;c ......... 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR} CERT.OFBUTH_fl2929S - , 'CSS INTERLOCKS]I 27 28 m 1+ wj\ REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DRIVE THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N.VENICE,FL 34276 A LYNN MILLER,P.E. 7)SEE SHEET 20 FOR SCREEN DETAILS. (941)•480-1800 SGD-5470 1 NTS 1 3 OF 21 � MD-5470.0 i�i P.E.968705 ................................. DETAIL E1 P.ANCHOR TYPE,EMBEDMENT DETAIL E2 A EDGE DISTANCE PER INTO WOOD SU STRATE.SEE TABLE A,SHEET INTO METAL DADE APPROVED MULLION,FBG DETAIL guDETAIL E4 o - JMINUMISTEEL I& OTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE.EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETE/CMU FRAMING SEE ANCHOR AND EDGE DISTANCE PER CONCRETEICMU PER BE VERTICAL OR HORIZONTAL, EDGE NOTE3,�HE�ii B CHOR DISTANCE SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, REQyJREM EDGE I&NOTE 3,THIS SHEET EDGE 1-1 A,SHEET I DISTANCEr- DISTANCE rED'GE D1 EMBED- EDGE DITANCE MENT • r E EMBEDMENT r r- -WIN 114�'MAX. "M OD 1/4"MAX. -ti/W'MAX. 1/4"MAX, 'X. X 2 1 T BUCKSTRIP,SEE -ANCHOR NOTE 3, s TYP.ANCHOR TYPE,EMBEDMENT AND ZTYP.ANCHOR TYPE,EMBEDMENT AND 03 7-1 7 SHEET EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE TABLE A.SHEET I&NOTE 3,THIS SHEET TABLE A.SHEET I&NOTE 3,THIS SHEET FOR MOM$ LOCKSTILES, 1)DETAILS APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS. ASTM"' 2)REFER TO ANCHOR NOTES,SHEET 1. FIXEDSTILE. 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES i&2. OLD WIDTH-NOM.PANEL WIDTH-8.0110" HORIZONT, ANCHOR EAT RNLS SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1116" EVERY ANCHOR CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT-DOOR HEIGHT-2-112" LOCATION (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT HEIGHTP NOTEG, HEIGHT SILL RISER OPENING FRAME SEE LENGTH OF THE EXTRUSION,REFER TO TEST REPORTS FOR T EXACT DIMENSIONS. PRODUCT RENEWED HtSSHEET VARIES WITH as compilln with the Florida REQUIRED Oulld(ng Cada EXTERIOR POSITIVE IOA-mo. 15-1210.02 4`3 DESIGN .390---1 rexp1ration D o,! 021 PRESSURE, 82 SEE SHEETS' .300 -03 O'Product controf- 25 7&e. 1 .390 1- 1�3 0'Ono 390 - I f 2.947 0 2.370 1 11#'MAX. #42&HQr 1.7 3 4.041 GROUTAS 42 #43_;f5 A 0 PLY .023 487 3.464 jL NEEDED,SEE 3 .............. 1.917 44 L- ANCHOR NOTE 2 .000- - .060—U 5,SHEET 1 114"MAX 12 2-10=TOTAL .000 -1 .060— SILL HEIGHT SILL RISER SILL RISER a SILL RISER @ SILL RISER 42(ili2'TOTAL (3-W'TOTAL (44110"TOTAL (4-6/W TOTAL I N� xd� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EMBED- EMBEDMENT EDGE MENT DISTANCE60705 VINYL SLIDING GLASS DOOR NOA 1010511 '401 E TYP.ANCHOR TYPE, \-TYP,ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. &I J ROSOWS 11 qii ..--i",� 0 1. eg, FRAMING,SEE ANCHOR EDGE DISTANCE TANCE SEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ED DISTANCE 4 M-1,16 CON ETEfCMU PERS BSTRATE, NOTE 3,SHEET I PER SUBSTRATE, .......... PE ANG R SEE TA LE A, IDETAIL F1 SEETABLEA, 1070 TECHNOLOGY DRIVE RE UIRE ENT — ET &NOTE 3, DETAIL F2 N.VENICE,FL 34276 PET--_,11111 SHE SHEET I 8t NOTE ,HIS EET IWO Wool) THIS SHEET (941)480-1600 SGD-5470111 NTS 111 4 OF 21 [$]f MD-5470.0 A.LYNN MILLER.P.E. PX-ft"705 7135 2pR 28 INTERIM425 26 r1 69z FSr©"1�1� 90 MAXIS.S•O.C. INt,MOR /� !fl 90 MAX3.5-O.C. 36 1 @ SEESHEETI9 ......_ MAXs'o.v tDTEaloR DETA 19 fl9 IL I-12 GEE StiE£i 19 f — �. ti�Cg OAR 9p• ©00 eB � � IO �1 � OUTSIDE CORNER •', . QQINTERIOR Q❑ 26 R 2S �1 IIUU)) 9a MAX 1Sb•O.C. EXTERIOR EXTERIOR 0 135• � U it DETAIL G1 - 33 DETAIL H11 MAX ts.S•ac. �[] 135° 9a ..._ _.. tN810E CORNER _ INSlDS CORNER 4O _.. EX1E OR INTfAlO$ 41 1 sh•v+ 1 _�ESHEET3.610 10 So m n t� 9 V _jJSL ���� PRODUCT RENEWED an complil with the Florida Building ode NOtt-No. 15-1210.02 135' L! Exp ration Dat 4/ 1/2021 tNTER10R /' ' By M[and r uct Contra! u� NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. l J A n nn 2)SEE SHEETS 14 8,16 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 33 lJ" UU QUANTITIES,SEE TABLES 1&2. 'tj11 � 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, �`�OY�V LYNN iyjl l�i�i t`I DEPENDING ON CONFIGURATION. `�`��tir.•ijp£Hs �G DETAIL G21 MAx18.6•o.c.96— ' ;•• EXTERIOR h • X MAX 3.5"4.C• r 135• SE£SHEET19 {� 4,VINYL SLIDING GLASS DOOR NOA 10{a5J15 _ Np.'n7p5 OUTSIDE CORNEq60 __ _ •' CORNER ASTRAGAL HORIZ.XSECT. €4 J ROSOWSKI .°q'• �b W, CERT.OF AUTH.1{29280 m _ %TcfS,•'fi�0 !dP'•`,a[```� 1070 TECHNOLOGY DRIVE { N.VENICE,FL$4276 j _ (941)•460-1800 SGD•54701 NTS ]I 5OF21 1p MD-5470.0 A.LYNN MILLER,P.E. I KEA 60705 .r. DETAIL 11 DETAIL 42 OPTIONAL NON- I INTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR•••••.....t :' / CONCRETE/CMU INTERIOR POCKET ? ' 2z EDGE — -PER ANCHOR INrIN z1 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE s1 JAMB •. .�. 2e z7 AND EDGE DISTANCE PER r' REQUIREMENT. SEE FIG I. SUBSTRATE,SEE TABLE A,--'\ •, .,,.:�; � . INTERIOR POCKETS MUST +_ THIS SHEET SHEET 1&NOTE 3,BELOW "..'•N:;':. • FIGURE 1.INTERLOCKS ATPOCKET& INCLUDE A NONSTRUCTURAL, ., FRAME JAMB TO REDUCE THE .;•` 10 — : .; FOR DOOR HEIGHTS 96"AND LESS: POSSIBILITY OF WATER _'%.". /21 _ ` +'' 'r' •: + - ; OPT. INFILTRATION. :':,: - 1t4"MAX `"is r� EMBEDMENT ANCHOR at q •-* :•i' 17 POCKET BY OTHERS,SEE OPT. r n PT. ,� .tiMUk NOTE 6 BELOW. ETFti d IJJP MENT': _ R OP E �IOR 114'MAX, q FOR DOOR HEIGHTS OVER 96" �c_.I_ :,.. • T. ER ANCHOR so s7 21AP SEE FIG 1, MAXQ.C. TYP.ANCHOR TYPE.EMBEDMENT CONCRETElCMU THIS SHEET 91 `� 30 AND EDGE DISTANCE PER • `.,_. EDGE PER ANCHOR ae R x7 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT c7 &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET a 9i 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO 2X WOOD BUCKSTRIP OR PRODUCT RENEWED THE METAL SUBSTRATE I. EDGE FRAMING,SEE ANCHOR as comptymg with the Florida EDGE � DISTANCE � NOTE 3,SHEET 1 Building Codv DISTANCE`( OPT.ANCHOR NOArNo. 15-1210.02 DETAIL 13 1 l OPT.ANCHOR Expirationaate0Rtt21/2021 INTO METAL iy EMBEDMENT .L• 17 OPT. t7 OPT. Minml--D'�^ProduetControl � � EMBEDMENT - _ DETAIL 14 1/4"MAX. MAX. INTowoog v 18 SEE FIG 1, SEE FIG 1, d THIS SHEET at y THIS SHEET 2e 27 ex n � €%Lt?1S!It L 28 z1 At EXTERIOR POCKETt+`1LYN�ltdstr7jr��i �. >{ Ct ,, ' EXTERIOR POCKET �, r�:i,Gcrvs�'••F�. NOTES r 1)DETAILS APPLY TO 2;3 AND 4 TRACK CONFIGURATIONS. ALUMINUM SLIDING GLASS DOOR_NOA 10/05/16 2)REFER TO ANCHOR NOTES,SHEET 1. - — V; 4 gg gg Iu; 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. 8 P-NOOK EXAMPLES,HORIZ.X-SECT. 8 J ROSOWSKI Y.4 � p 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. tp < �) s{mi 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS, CERT:OF AUTH.020296 !.; '..P10mv 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DRIVE N. m m ���!ISs10NA-�� AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. fJ1 r I 7 I y I y tt VENICE,FL 3d275 (941)•400-1600 SGD-5470 NTS 6 OF 21 11MD-5470.0 [IT ALYP.E.4159ECR P.E, TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations 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#29 80" 84' , ZSHEETI FOR COMPLETE ANCHOR LIMITATIONS. Lockellle Reinforcement 025 or#28 68-15118•DLO Height 72.1511V DLO Height 84-161 THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Std.Interlock Reinforcement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I e 1 0 -1-2 A B C D7 A 1 0 1 C I C ��CONSIDERED,SEE TABLE B1,THIS SHEET. 0es19n Pressure +127.1/-127.1 pal +1201-120 psf +102.9/-102.g psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-118' HeadlSill C5+1 C3+} C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 'CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 2q• DLOMIDSPAN OF PANEL). 7 7 7 T 7 7 0. 7 Width Jamb 6 5 8 5 5 5 8 6 5 6 8 6 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 8 8 8 8 THE#OF ANCHORS REQUIRED THROUGH THE P•HOOK, Daslgnpressure +106.3/-106.3ps/ +100.2/-100.2 psi +85.3/•65.3psf PERPENDICULAR TO THE GLASS. 25-110' Head1S81 C5+1 C3+1 C3+1103+1 C6+1 C3+1 C3+1 C3+1 C6+1103+1 C3+1 C3+1 30 DLO Jemb 6 8 8 5 6 I61 8 6 6 1 6 1 6 1 6 Width P-hook 7 1 1 7 7 7 7 1 7 1 7 7' 0 DsslgnPressure +92.9/-92.9psf +67.3/-67.3psf +73.61-718ps1 31-118" Head/8111 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1. C3+1 C3+ +1 1 38" DLO Jamb • 5 5 0 6 6 5 8 5 5 6 8 6 idlh P-hook 7 1 7 1 7 1 7 7 1 7 1 7 17 8 8 8 8 Design Pressure +78.4/-70.4 psf +78.41-78.4 psf +65.81.05.6 psf. Z 37-118' 47.' DLO Head/Sill 05+21C3+1 03+1 C3+1 C6+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 03+1 TABLE 81- 6 6 6 5 6 8 5 Waler.Limiled FIG 1: Width Jamb 5 5 6 5 5 P-hook 7 7 7 1 7 7 1 7 7 7 8 8 8 8 (+}Design Pressure OH LENGTH Design pressure +601-BO psf +601-60psf +601-60ps/ SIII Nom.Sill Max.(+)DP 43.1/8" Head/Sill C3+2 C3+1 I C3+1 C3+1 C3+2 C3+1 03+1 (n+1 C5+2 03+1 C3+1 C3+1 Riser Haight Allowed DOORASSEMBLIES 48" DLO Jib 5 5 5 5 6 6 6 5 6 5 6 6 INSTALLED WHERE THE Width None 141!16' See Note PRODUCT RENEWED P hook 7 7 7 7 7 7 7 7 8 8 8 0 w OVERHANG(OH)LENGTH IS a,cam tying with the Florida 42 2-112" +38.7 psf x EQUAL TO OR GREATER Building Carlo 43 3.112" +60,0 psf p THE OVERHANG HEIGHT IS NOA-No. 15-1210.02 USED IN EXAMPLE ON SHEET 9 44 ¢1116" +80.0 psf EXEMPTED FROM WATER Expiration Date 04/21/2021 45 4518" +100.0 psf INFILTRATION RESISTANCE. By MIAMI-re Control WIDTHDLO ID118" HDOOR HEIGHT HEIGv,• 1C11E1NINS1ji<l 11/ ,/ ` to•'.PANELHEIGHT=DOORHEIGHT-2412' 1 TABLE NOTES: 1 �VINYL SLIDING GLASS DOOR NOA $ 10!06115 =�Y:• No.63705 _ 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 DP&ANCHOR QUANTITY TABLE & J ROSOWSKI — �j AND TABLE 81 DETERMINES SHE WATER LIMBED(+)DP. p �sI I a 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL �� '•. ATE OF `ter` RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. a CERT.OF AVTK1129286 '�iU��( FLOlilO�':.•�('j;� 3)SEE SILL RISER TYPES ON SHEET 4. _ o 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 A.LYNN MILLER,ME e)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING __ (941)-480.1600 SGD-5470 NTS 7 OF 21 $ MD-5470.0 RE 068705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, AsIrsoet Reinforcement#29 80' go* 108' 120" SHEET FOR COMPLETE ANCHOR LIMITATIONS. Looketile Reinforcement#26 MINI&DLO Height 72AS/18'DLO Height 84-15/16*DLO Height 98-16116'DLO Height 1011-15116-()to HalgFt THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HDInterloo)(Reinforcement#28 Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A 1 13 jC= A I B 1 0 1D A = D A B I=D A I B I C I Dr CONSIDERED,SEE TABLE 82,THIS SHEET. DsslgnPrasa1110 +169.41.169Apst +1601-loops! +1497.1/437.f pst +1201-120psf +0611-1166paf - . 4 OF ANCHORS THROUGH THE HEAD&SILL.(CX:FOR C3+1,3 ANCHORS 19-118' HeadlSlli C50 C5+1 C5+1 C3t-1 05+1 C5+1 C5+1 C3+1 65–M C5+1 I C5+1 C3+1.Coo C5+1 C5+1 03+1 C50 1 C5+1 C50103+11- CLUSTERED AT PANEL MEETING POINT AND'(ANCHOR REQUIRED AT 241 DLO Jamb 5 57 — MIDSPAN OF PANEL). Width 6 5 6 7 6 5 5 7 - 6 0 a a 6- TOTAL#OF ANCHORS THROUGH THE JAMB. IP hook— 7 7 7 7 7 7 7_ 7 a a 0 0 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOCK 125_VU, Design Pressuld +141.81-141�8psf +133.01-133.6psf +113.81-113,apst +99.11-107.4 PSI` +87.81-95.1psf PERPENDICULAR TO THE GLASS. OLD Head/S18 C6+2 C5+1 C5+1 C3+1 C5+1jC5+1jC5+11C3+1 cs+iiol C � 6+`ljC5+1jC5+1jC3+1 Width - Jamb . 5 6 7 6 . 6 6 7 1 1 6 6 1 1 i. 0 1 6 1 8 1 6 P-hook 7 7 7 7 7 7 7 1 7- 8 1 6 1 8 8 9 9 1 9 1 9 10 1 10 f to I jo Design Pressure +123.91-1219pst +116.4/41a4psf +08-51-98.5 +85.3l-924pst +76L2/-01,6Psf DLO Head/Sill C6+2 C5+1 C5+ C3+11 C5+21 05+1 C5+2103+1 C5+2 C5+1 I G5+1103+1 0641 CW fC_5+_1 C5+1 I C3+1 FIG 1: LENGTH Width Jamb 5 7 5 5 5 7 fflm;i 6 _F 6— 8 6 OH Pshook 7 1 7 1 7 1 7 e a 8 9 1 9 1 9 1 9 10 j 10 10 10 DOORASSEMBLIES 37_116. Design Pressure +104.51-104.5p8f +104.6/404.5pst +87.81-87,8psf +75.7/.82ps/ +60.5/42psr INSTALLED WHERE THE 42. DLO HeatVaIll 05+2 r,3+2 C6+2jC3+*1]C5+2jC5+2jC6+2jC*F CS+: C6+2G5+2 0+1 C54-1 C5+1 I I C3+1 W OVERHANG(OH)LENGTH IS Width Jamb 6 5 1 5 5 5 7 5 5 6 6 0 6_ 0 EQUAL TO OR GREATER THAN P-hook 7 7 7 7 7 7 8 8 8 9 9 9 9– 16 10 1 10 IF THE OVERHANG HEIGHT IS EXEMPTED FROM WATER LENGTH Design Pressure +801-80psf +801-wpsf +6 +6DI-65psf 01-opuf +601-65psf Z 43-116- INFILTRATION RESISTANCE, Headl/8111 C6+21C3+2 C542 03+1 C5+2 03+21CS+210+1 C5+2 fC61�2 C5+2 C3+1 M C5+21 C5+jrC 4W DLO 5+2163_+f Width Jamb 5 1 5 1 0 5 4 6 6 1 5 –5 –5 1-7] s 1 6 1 6 1 a_ 1 6 1 P-hook 7 1 7 1 7 7 7+ 7-1 7 1 7 8 a a a 9 1 9 1 0 1 9 1 to I 10-t 10 1 10 TABLE 82: PRODUCT RENEWED Dealan Prossufa +74.11-74.1psf +74.11-74.1ps( +63x1-aa.opsr Water-Limited as cornplilnx with the Florida 49-1/0' Building a a W DLO Head/Bill C5+2jC3+2jC3QfC3+1 C5+2 G3+21 C5+2103+1 C5+2 C3t2lC6+2 C3+1 Design Pressure NOA-No, 15-1210.02 Width Jamb 5 5 5 6 66 6+ 8 5 rSI11I Nom.8111 Max.(-)DP* Expiration onto 04121/2021 P-hook 7 1 7 1 7 7 _7 7 7 7 8 8 8 8 Riser Height Allowed a VeS19ff PIDSSL76 +601.6opst +60/-60PS1 +601-r>opst Not available In these sizes. W7 1 "Ilam PrcdUct�ContFoj_ 65418 — Nana 1-11116' See Note 2 2 eor DLO Head/sill 03 +21C3+210+2103+1 C5+21C3+2103+21030 +2 C3+2106+21 3+1. 42 2-1/2' +38.7 psi Width Jamb 6 5 1 5 1 5 5 a 5 .6 6 6 43 3-112! +60.0 psi i F�_ L I P�hook 7 7 1 7 7 7 7 7 7 8 0 e 8 1 44 44111V 480.0 psf L_45 1 4-5/8- 1 +100,0pst DLO WIDTH=NOM.PANEL WIDTH-8-9!16" DLO HEIGHT-DOOR HEIGHT-11-1116" 2-9P PANEL HEIGHT=DOOR HEIGHT- V. TABLE NOTES: VINYL SLIDING GLASS DOOR N OA 10/05/15 11)IF WATER INFILTRATION RESISTANCE IS REQUIREDTHE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE &I J ROSOVVSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL 15 . I S'Af Or RISER IS NOT REQUIRED.IF SO.+DPIS SHOWN IN TABLE 2 MAY BE USED. 3)SEE SILL RISER TYPES ON SHEET 4. clam.of Harr(,azsxes 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE 5)REFER TO ANCHOR NOTES.SHEET 1. N.VENICE,FL 34216 0)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 1 JISOD-54-10111 NTS JJF89F21 JIM D-15470.0 Jill I A-L*YN.N EXAMPLE: 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR L CENTERLINE CENTERLINIF SEE FIGURE BELOW FORADDITIONAL INTERIOR MOUNT POCKET,48"X"NOM.PANELS, 0 INTERIOR POCKETS v CENTERUNEE OPINTERLOCK OF INTERLOCK�_ANCHOR INFORMATION, -nERLWE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, g"" PROJECT DESIGN PRESSURE REQUIRED;+48.21-68.6 PSF MAX- —OFPANFLI NEL 2 OF PANEL 3 POCKET BY OTHERS,SEE N NOTE 0, 1 V SHEETS 26.315• 0•MAX ANCHORAGE, SHEET 12 -4rANCHORAGE, MAX. SHEET 12 -C3-CwSTER' SHEET 12 EXTERIOR SHEET12 SHEST12 END ANCHORAGE SEE POCKET JAMS (MIN.1 ri SPLICENDI HEAD ANCHORAGE DETAILS OPT.ANCHOR EXTERIOR NON-STRUCTURAL ANCHORS MAY SHEETS TOAIDIN\ BE ADDED INTIELO AS NEEDED TO PXXX .'TRACK ALIGNMENT ALIG SPLICE OCCURS WITHIN A POCKET, SILL N THE HEAD OR SILL IF A SPLICE LNIER12R CENTERLINE _CENTERLINE -_SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OFINJERLocKk ANCHOR INFORMATION. CENTERLINE CENTERLINE CENTERLINE MAX, OFPANEL I CIPPANEL 2 OFPANEL3 POCKET Ily '0 0 r PrERQR INTERIOR T......i. NOTE 0, 0 to im�0 SHEET 6 NI I of �'ANCHORAGE 61 ANCHORAGE.-J _j --*-4 26-ww wx. SHEET it EFT 1i '+ZANCHORAGE, MAX C3•CLUSTER, '03'CLUSTE SHEET II IiMAX. 21.6' PRAMEJAMSSkEET 17 SHEET END ANCHORAGE EXTERIOR MAX. REQUIRED SEEPOCKETJAMB (MIN.1 ANCHOR) INSTALLATION ON SILL ANCHORAGE DETAILS INTERIOR POCKETS SHEET a i)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1.&2 PXXX(3-TRACK) PRODUCT RENEWED as compf�I)OT FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF I with the Fforldn BuIldIng Cod0 +48,2/-58-e AT A NOM.PANEL SIZE OF 46'X eil�'.FROM TABLE 1,SHEET 7,THE NO PANEL ANCHOR EXCEPTION: NOA-No. IS-1210.02 DESIGN PRESSURE IS+01-60 WHICH EXCEEDS THE PROJECT DESIGN . ...... Expitaffan Date 0412112021 PRESSURE REQUIREMENTS. DISTANCE TO NEXT CLUSTER IIINTER "P.M.1AM. TOBE2 G.C.OR LESS By FOR WOOD INSTALLATION USING ANY I I-WE08111 1 C3+2Mt -D roduet Contro3 ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 5 1 I SHOWS ANCHOR REQUIREMENTS OF: I- P-h-k 7 1 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: I HEAD(CLUSTER ANCHORS).SHEET 12 FOR THE"CV'CLUSTER ANCHORS AT —CENTERLINPOFENDPANEL OPT.ANCHOR v MA)( THE INTERLOCKIA$TRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS ATTHE T ToAID 11 _\� t 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 NEXTANCHOR CLUSTER IS OVER P-HOOK JAMB SHEET 11 FOR THE'C3-CLUSTER ANCHORS AT 25-3/811,OTHERWISE ANCHORS ARE NOT REQUIRED AS THE INTERLOCKJASTRAGAL. 4 ANCHORAGE ANCHORAGE PER THE FIGURE ABOVE: 8 VyNN........ - SILL(IN19f1MEQ1ATEAN9HORS h SHEET 11 FOR THE"+2 ANCHORS AT THE DETAILS DETAILS, MIDSPAN OF EACH PANEL. 46M 5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING 0706 FOR PRODUCT,REFERENCES ALSO SEE: GLASS DOOR NOA, 1010,5115 4�?JRO P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND t:A^vi LAYOUT, I STRAIGHT DOOR EXAMPLE It J ROSOWSK( LOCATIONS OF CROSS-SECTION DRAWINGS. B)SHEET 10 FOR SPECIFIC GLAZING TYPES. -c 'A 0, OF OF 3)INSTALLATION DETAILS INTO WOOD CAN C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. CERT.OF AUTH.#20298 BE FOUND ON: D)SHEETS 4 11118 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE0 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES, JAMB:gilgEt 3 N.VENICE,FL 34276 All F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 8 1(941)-480.1600 MD-5470.0 1991 A.LY"NMtLtEFIRF_ SILICONE HOT-MELT BUTYL STRUCTURAL. STRUCTURAL SILICONE 3/18•NOM. POLYISOBUTYLEN— 1!4"NOM. FOAM ._ WITH 1-1/18•NOM. WITH DESICCANT DESICCANT 3/78"T GLASS 76 70 EXT.GLASS EXT.GLASS 11H5"AIRSPACE 77 7e 3/1("T GLAS9 ///------pgINTED/ INT.GLASS INT.GLASS OO SURFACLAMINATEE KODISPACE SUPER a EXTERIORXT 75 79 ® 7M PRODUCTIS'EXTERIOR• I i 7/B'NOM . • 4SG TPS SPACER NXT GLAZED•IF682.83IS I I GLASS •TOWARDSTREEMERIOR. I I SITE. a 1NTE8x11 PRODUCT IS 9NTERIOR• 79 GLAZED'IF 082.6315 TOWARDS THE INTERIOR • 90 ALUMINUM REINFORCEMENT POLY180• t"urr(GLASS NT FILL AREA BUTYLENESlLB"NOM. GLASS DETAIL 5M8'NOM. SEAL BUTYL& LICONE SEAL PRODUCT RENEWED DESICCANT ROLL-FORMED as complying with the Florida FOAM STAINLESS STEEL NOTES: Building Code 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 Dato04/21/2021 "T"=TEMPERED Dp Mlam :1 "T" -•INT,GLASS DURASEAL® L EDGE'."l 17 79 X SPACER SPACER LYNN fUj�lF �i,' _ $VINYL SLIDING GLASS DOOR NOA � 10/05/16 _1�Y! Nu•58705 u �^ GLAZING DETAILS �� J ROSOW3Kf �-o'•. � 2•LS 16 [u-. X13 srA E F '.ZOO CERT.OF AUTLL 629288 ��C��-s•C��N�L��•�'` 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 A.LYNN MILLER,P.E. (941)•480-1800 SDT470 jGNTS 10OF21 I MD•5470.0 l p.E.N 66705 SILL CLUSTER ANCHORS LAYOUT. SILL"+"INTERMEDIATE ANCHORS LAYOUT, ASTRAGALOR ASTRAGAL OR PANEL INTERLOCK— INTERLOCK— PANELCENTERLINE• PANEL CENTERLINE CENTERLINE 4" CENTERLINE_ CENTERLINE EMRIOR E.Xje-%O—R ALMRIOR 24RACKCLL3TER'C3' 2-TRACKCLtJS7ER'C5P 2-TRACKINTERMEDIATE ID 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 4� 2-TRACKINTERMEDIATE '+l'ANCHORLOCA'(ION '+2'ANCHOR LOCATIONS 'WANCHORLOCATIONS ASTRAGALOR ASTRAGAL OR PANEL 11-k INTERLOCK INTERLOCK PANEL PANEL y ERUNE:] CENTERLINE CENTERLINE CENTERLINE 4, CENTERLINE CENT y z I EXTERIOR 3,22 EXTERIOR 3.22L--4 EXTERIOR EXTERIOR 3.22' EXTERIOR --4 3.22" 3•TRokCKCLUSTERC3* 3-TRACKCLUS7ER-05' 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3ZTPACK INTERMEDIATE ANCHOR LOCATIONS ANCHORLOCATIONS LOCATION '42'ANCHOR LOCATIONS *+WANCHOR LOCATIONS ASTRAGAL OR ASYRAOALOR INTERLOCK INTERLOCK— PANEL— PANEL— PANEL CENTERLINE 4" CIENIVALINE CENTERLINE CENTERLINE CENTERLINE- -7 IK 4!' EXTERIOR EXTERIOR EXT 0 1 1 EvERI i ; 3.22" I'D ISNACK CLUSTER 4-1RACK CLUSTER 4-7RACK INTERMEDIATE Y 9-TRACK INTERMEDIATE v 4-TRACK INTERMEDIA7V W ANCHOR LOCATIONS *CV ANCHOR LOCATIONS '-I'ANCHORLOCA710M '-2ANCHOR LOCATIONS *-3ANCHOR LOCATIONS NOTES., NOTES: FICHAM-SPERTAN TO THP FOILOWNSSIL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 2)TRACK-TO-TRACK DISTANCE IS 2,376" 2.376" - DISTANCE IS 2.375" 1 t2.375" FOR ALL SILLS; FOR ALL SILLS: PRODUCT RENEWED NTIIIINNrr I HeafflEIIII I C3(+I)I Building with ths Flo this Y N N Awle"14, 6- 1 Building Code 1 1 a02 nounispiRrAw romriroiLNOA-No. 15- 210 7 F—k I CLUSTMANCIJORLOCATIONS lexpir ollun 0 t 04f2 112021 VINYL SLIDING GLASS DOOR NOR 10105/15 0" mlo I- RPM uctcontrol ANCHOR LOCATIONS A 141 J R..Vvvor\l L LORI CERT.OFAUTH.#20295 ....... T070 TECHNOLOGY DRIVE I N.VENICE,FL 34276 1 (941)-480.1800_7 1 SGD-54'70 NTS 11 OF 21 i MD-5470,0 &LYNNIMILLEAP.E.- P.EA 69?05 HEAD CLUSTER ANCHORS LAYOUT: HEAD INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAOALOR PANEL INTER, 4" INTERLOCK 4" PANEL— GENTERLINE 4" PANEL CENTERLINECENTERLINECENTERLINE CENTEALm— 4- EXTERWIi 3.22" EXTER WR 92" 2.TRACK CLUSTER,cr I'D 24RACK CLUSTER'CS' I'D 2-TRACK INTERMEDIATE t,J 2-TRACKINTERMEDIATE V 2.-TRACK INTERMEDIATE A"CHORLOCAMONS, ANCHOR LOCATIONS '-I*ANCHOR LOCATION WAMHORLOCAVONS WANCHOR LOCATIONS A55TRAGAI.OR ASTRAGIALOR INTERLOCK— INTERLOCK— PANEL PANEL PANEL CENTERLINE 4" CENTEMIN 4" CFWIlLRIE:] CENTERLINE 4.75" CENTER— 4- IL EXTERIOR 3.22" EXTERIOR --4 1—3 2". 9 EXTERIOR EXTERIC. RME 3,7CKINYERMEDIAIE 3-TRACK 01TDIA16 3-TPACKINTERMEDIATE 3-WCKCLUSTER-Cr 34RACK CLUSTERW '+I'FAANCHOR LOCATION -+21 ANCHOR ELOCATIONS '+r ANCHOR LOCATIONS ANCHORLOCATIO" ANCHOR LOCATIONS ASTRAGAL OR ASTRAIRAILOR PANEL INTERLOCK 4" INTERLOCK— CENTERLINE PANEL PANEL 4?' OUNTERLINE CENTERLINE 4" CENTERLINE7 CENTOUNE-7 r EXTERIOREXTERIOR EXTERIOR EXTERIOR EXTERIOR 3.22" 4-TRAcKCLUSTFR 1-TRACK CLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE'+2* VIRACK INTERMEDIATE-3* "C3'ANCKOR LOCATIONS 'C57ANCHORLOCATIONS "O"ANCHORLOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS FIGURES PERTAIN TOTE H 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INT.MEDIATE AN(H0=N0`RS.!AD 2)TRACK-TO-TRACK J 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. c;l DISTANCE IS 2.375* 2.376" 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.37&' 2.376" FORALLHEADS: I HoadfBill I c*!)I p[ Pas comP112 Wilb Cho RENEWED Florlam 4f,LYNN ROUCT ........... FiruplOs-PIERTANTO LOWNGHEAD mcA-N. 15-1210.02 CLUVERANCHORLOCATIONS; I P-hook 1 7 1 I expimaon vato04/21/2021 7ti NO.68705 VINYL SLIDING GLASS DOOR NOA 10105/16 ny Mon ANCHOR LOCATIONS 13 J ROS-1*1.111 CERT.OFAUTH.MOM 1070 TECHNOLOGY DRIVE N,VENICE,FL 34275 (941)-480-1600 SGD-5470111 NTS JA[12 OF 21 1111 MD-6470. A.LYNN MILLER P.C. P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW); FIGURFS PERIM 1011ir ECUOMNOXMDANCHORLocAmom. ► r U2.375" 4,76" 7.125' .1 LU UAW i W MAX. MAX. MAX, Jamta D.C. EXTERIOR O.C. O.C. OPT.ANCHOR EXTERIOR I P-hook' I 0"' TO AID IN ALIGNMENT NOTES; MAX. MAX. 1)STANDARD ANCHOR LOCATIONS SHOWN. FO3 AND 4-TRACK JAMBS, 2-TRACK FRAME 3-TRACK FRAME 4-TRACK FRAME BE R LOCATED IN ADJACENT TRACKSANCHOR$MAY JAMB ANCHORS' JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. 12' JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END 11-X.500' PER END @ 1"X.6W' PER END @ 1 X.6009 SIL MAX.M LpPER END @V X.500" SILL SELL EXTERIOR �ER'OR XTERI R EXTERIOR EXTERICR W P HOLES 3)TRACK EE E (3)TRACK WEEP HOLES 6"MAX EVERY 24-@ 1.126-X.180�,_l (6)TRACK WEEP HOLES OPT.ANCHOR (10)TRACK WEEP HOLES P (1)WEEP NOTCH EVERY EVERY 24-@ 1.125-X,j 90", ;'� . EVERY 24-@ 1A26"XA90'; TO AID IN 24�0 1.376-X.500' (1)WEEP NOTCH EVERY ALIGNMENT M'@ 1.376-X.600" (1)WEEP NOTCH EVERY 24-@ 1.376"X.600- NOTES; 1)SEE TABLES I&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2.3&4 TRACKS) IJ PRDDCT RENEWED OF ANCHORS REQUIRED IN THE P-HOOK. as ( comPin with the Florida A xVy FGunEsPERrttyoi"ErOLLOWMPOCKCTJW3 Built,ofgads 'INig . ..... ; MMMANCHORLWhTIONS: NDA-No. 15-1210.02 N1 "oEN4. p Expiration Date04/21/2021 No.69705 VINYL SLIDING CLASS DOOR NOA 10/05115 Dy Mia -D Product Control ANCHOR LOCATIONS C J ROSOWSKI D/ Y It6l� CERT.OF AUTK 020200 lBlll Cbl OLOGY DRIVE fim [JAMb 1070TECHN --I-- N.VENICE,F I P-hook 134275 A-LYNN MILLER.P.E. �3OF21 MD-6470.0 ISGD 4�70JNTS jF _ P'CA 68705 HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOILOOWE 0000,COH"NERS`ILL _. .-_......... _.__ ___ AHCHORLOCAT0I9: so' 0 4' 4" 4" 4„ �\ 4.. 4„ 4„ q„ o o �`�1[ty� }f0adlSIA N 3.22" XTERIQR 3.22° �[I Jamb SEXTERt it p. qk 7 27RACK00CORNER 2-TRACK 90'CORNER 'C4'ANCHORLOCATIONS 1' 'C0'ANCHOR LtlCA710N, 271RACK 00'CORNER ):XTERIQR 2-TRACK 80'CORNER EXTERIOR (USE WFiERE'G3•IS SPECIFIED) (USE WHERE-CSP 44 SPECIFIED) 'Cd'ANGHOR COCAitONS 'CS"ANCHOR LOCATIONS - (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CW IS SPECIFIED) 0 , PRODUCT RENEWED 4 q„ 4" 4" 29Inp with the FloridaDulldin}I Coe NoA-Ne. 15-1210.02 P.xplratlon Date 04/21/2021 4" 4"— 41, 4.. 10 O By t do Product Contra EXTERIOR 3.22" EX7£RIOR 3,2T' 3.22• — 3.TRACK90'CORNER f( 3-TRACK"'CORNER (j _ '3-TRA K00'CORNER �/' 'CS"ANCHOR LOORNER V *Cf 3-TRACK 00'CORNER E RIOR 3-TRACK 90'CORNER EX�EnRtOR (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) 'C WHERE ORLOCAECIFITION$ 'CVWHERE OR LOCATIONS V pyry� (USE WHERE•C3'iS SPECIFIED} (USEWtiER£'CS IS SPECIFIED) v 1 F1 tt tl FI 1 TV" I Ar 4" q" tttlY�y 1 iNY A11r(F/�i�i 4" 4" S� 4„ C i16 'W 10 ° P• s�SDA ; 3.22" 4" 3.22" F C t 4TRACK 80'CORNFJ2 EXTER,tti d•TRACK 90'CORNER Mq.RIOt1 EXTERIt}R EXTERIOR rir S��'"(QNJ3�,•tttt. 'C4'ANCHOR LOCATIONS ."OB'ANCHOR LOCATIONS 4-TRACK OD'CORNER n� G,AN 80•CORNER r••1!r 1 111111 t (USE WHERE-C3'IS SPECIFIED) (USE WHERE*CV IS SPECIFIED) 'CWHERE'Or IS SPECIFIED) V' 'CWHEREORLOOATICNS . (USE WHERE'CYlS SPF.C9'iED) (USEWHERE'G5'1S 6PEG1FtED} A.LYNN MILLER,P.E. NOTES.• P.E.4 Sam FIGURES PERTNNTO THE FOLLOM090'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEaOANcuoRLocwoxs; r A VINYL SLIDING GLASS DOOR NOA 10105115 80' 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE t ANCHOR LOCATIONS D J ROSOWSKI SIMILAR FOR OUTSIOE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. H00dISlll C3 1 jamb s 3}TRACK-TOiRACK 0 P•hook 7 DISTANCE IS 2.375" 2.375' V2.375" CERT.OFAUTH.N29296_ n N FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 t� (941)-450-1500 SGD•5470 NTS 1 1a OF 21 a MD-5470.0 HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT. MURES PERRETAUNTOI FOLLOVANG 135-CORNER FALL MHORLOGATIOM 4- 4" 4�' 4- 4r XTERIOR 3.221 EXTERIOR EXTERIOR Jamb �s 2-TRACK'133Y*CORN 2-TRACK 135-CORNER 4" EXTERIOR I P-hw% I T .C4oANCKOR LOCATIONS 'OV ANCHOR LOCATIONS 2-1mc 137CORNER 2-TRACK 'C4'ANCHOR LOCATIONS 'OVANCHORI-GOATIONS (USE WHERE-C3'IS SPECIFIED) (WE WHERE'CS`IS SPECIFIED) (USE WHERE'CT IS SPECIFIED) (MEMERE-CrISSPECOED) e4" *4' XT.RIO. jOK14��OR ER K 4" 4" 4� PRODUCTRENEWED VU&COMP&T with the Flarlde 4�' 0 c Building 0 NOA-No. 15-1210.02 4", o expirau..Data 04121/2021 EXTERIOR LEXTERIOIJ h WO_ - 9?�TERIOR EXTERIOR Y/A — I I I 1 11 BY '�T 2. rain -�4 3-22 v 3,22" -u roduct control 3-TRACK 135•CORNER 3-TRACK 135*CORNER 3-TRACK 136'CORNER 3-TRACK 135•CORNER 'OV ANCHOR LOCATIONS -CS'ANCHOR LOCATIONSC4"ANCHOFt LOCATIONS ANCHOR LOCATIONS (USE WHERE-Cr 16 SPECIFIED} QBEWHERE C5-FS SPECIFIED) tUSE WHERE TY IS SPECIFIED) (USE WHERE'CW IS SPECIFIED) 'A 4' i. 4H 4- o.. .=9i 0 QLMRLOR -0% Gt rFc: .22" .C4'ANCt 44MACK 1135'LOCATC IONS 'OS'E 4-TRMACKKANCHOR 13V CORATNER 4-TRACR 135'CORNER A-TRACK 13V CORNER toN.OR LOCIONS 0 ' 'ANCHORLOCATIONS *C6'ANCHOR LOCATIONS USE WHEREI Cir IS SPECIFIED} (USE WHERE-CS'IS SPECIFIED) U {USE WHERE-CII-ISSPECIFIED} (USE WHERE'C6 IS SPECIFIED) A. P.E. NOTES; P= 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NFAOAxcNORtocAttoNsVINYL SLIDING GLASS DOOR NOA 10/06/16 C 36 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE AV SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E A� JAOSOWSKI I if Jamb 3)TRACK-TO-TRACK I 1h.X 7 DISTANCE IS 2.376" POR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE IS N.VENICE,FL 34276 GID L(941)-480-1600 SGD-5470111 NT78111 15OF21 1191 MD-5470.0 11 HEAD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL; SILL SPLICE ANCHORS LAYOUT dlatEa PERTAIN TO THE FDUJM8WO . a INTERLOCKfl .OR ASTRAGAL; SPUCEOSU MCH011 LOCATIONS SPLICE SPLICE LOCATION 4" BPIICELOCATION SPLIC LOCATION N' LQCATION 4" w. 4" •• EXTERIOR . EI322" EXTERIOR R o EXTERIOR R�4 . � o o HeadBlll C3'1 15 2-TRACK SPLICE 2-TRACKSPLICE �I-}y 2-TRACK SPLICE ANCHOR LOCATIONS Jam 5 'OVANCHORLOCATIONS ICVANGMALOCA71ONS ' HERE-CYISS ANCHOn IN � 'C WHERE ORLOCATIONS P-h04 7 (USE WHERE-W IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (ttSE WHERE•C3't3 SPECIFIED) (USE WHERE•CS'Is SP£CiREO} SPLICE SPLICE SPLICE SPLICE LOCATIDNI —4 78° LOCATION 4" LOCATION — 4" LOCATION 4" 0 PRODUCT g RENEWED EXTERIOR A" EXTERIOR W3.22" E I R 3.22 EXTERIOR 4" Buliding)t101n3w h tha Fiarida 3TRACKSPLICE I, 3-TRACKSPLICE3TRACKSPLICE n 37RACK SPLICE NOA-No. 1S-1210.02 'COANCHOR LOCATIONS vv 'CS'ANCHOR LOCATIONS ID 'C4'ANCHOR LOCATIONS 15 'OVANCHOR LOCATIONS (USEWHERE-C3'IS SPECIFIED) (USEWAERE'CS'IS SPECIFIED) (USE WHERE'CT IS SPECIFIED) (USE WHERE'CS'I8 SPECIFIED) expiration pato 0412112021 Mlam) Product Control SPLICE —4,75" SPLICE 4" LDCAUCF LOCATION LOCATION LOCATION 4' o _ o 0 EXTERIOR 4" EXTERIOR 3,2Z" EXTERIOR 3,22" EXTERIOR 3.22"' ��`�y�(siYNN�tJjC�rtrrr " 4,TRACKSPLICE 4NRACKSPLICE ANCHOR SPLICE ANCHOR SPLIC£ ti, h"c'�••'�GENSE•'•.F'P r 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE-CW�LSCSPECIFIED) (USEWHERE-CV SPECIFIED) `T •' 4 '.3C'�� (USE WHERE-CV IS SPECIFIED) (USE WHERE IS SPECIFIED) •f. 140.56705 ^may•'-�•�rr:Y r�` I c• :;`11 NOTES: Ufi`:r•,ftOHtt7A. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER P.E. FIGURES PERTAW T07HE FOILOMNO SPLICED P.EN 00705 tiPADANCHORLOCATXWB: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. 3}TRACK-TO-TRACK i VINYL SLIDING GLASS DOOR NOA A 10/05/16 DISTANCE IS 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F it J ROSOWSKI CERT.OF AUTH.1126285 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED Headt3!!I 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE Jamb 5 N.VENICE,FL 34276 P hoOX 7 {941}-480-1500 SGD-5470 1 NTSIII 10 OF 21 1MD-5470.0 Jill PANELS RIGHT STILE TYPE SCREEN PANEL TYPES PANEL -........._..._.... OUTSIDE BO• iNSIOE 00' • DOUBLE �--q— ASTRAGAL TYPES SINGLE SINGER STILE LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL OUTSIDE ASTRAGAL C INTERLOCK mnnnn� INTERLOCK tKTERtOCII STILE Wt HANDLE BOXOUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN EXTERIOR OLA2f0A•/ .LE DOUBLE jtt( INTERLOCK SINGLE INTERLOCK E. F PP K L L TC TA TV TW f LOCKSTILE �I OUT t--c taNOn .... ASTRAGAL SINGL .R. - B H P A C RaC SC SA SV SW SD INTERLOCK �,�+^'�,+�'r-••�i INTERLOCK LLI INTERLOCK IN FIXED RR R S S FC FD FV FIN A INTERLOCK LO'CKSTILE mAom w LOC71gTILE �{}J - -I WIMNOLE /�/( LJ LJ U ASTRAGAL � w.nivv{,.,�I LOOKS TItE ASTRAGAL LR T U DS INTERLOCK INTERLOCK BOXOUi CK }-. LL (MOM x W J ROX"$TRAGALIN /V I J�j T („/, j j U) .•.—•lac�lr++ AWSTRACAL CT CS CF WIG Z, RECEIVER ILASTRAGAL RECEryER AT AS DF , OUT.185• �� � VF PRODUCT RENEWED "TRAGAL S as aomplying with iha Florida RECEIVER Buttdia8 Cotte IN t3• NOA-No. 15-1210.02 ASIFAOAL Y Y RECEIVER .W T S Y Y I P , Ex iration Onto 0412112021 RECEIVER Y G MIam1 o Pr.-=-1 Control LEFT � RIGHT PANEL �_(�"' it i� PANEL STILE STILE PANEL TYPE"F"SHOWN. PANEL NOTES: 0�QNV ILYNh!4�1 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE, ��`�S%� ��CEN$fi'•.�f�j�r� NOTAVAILABLE. � 5 = + 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VI No,GD7p5 VINYL SLIDING GLASS DOOR NOA 10/0511 • n' X PANEL TYPES -t J ROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 00". %�'. 1 S 6 tU� 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT.OF AUTH.WIN)6 'f����''F<I?A.....'`��`,� TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (041}480-1600 SGD-5470 NTS 111 17 OF 21 J MD-5470.0 1111 A LYNN MILLER,PE. P.EASII705 .291 -.OBi 742 .126 650 100 1.812 .11,�9__j 1.68 4 Pi -1 6j F INTERLOCK CAP, 2 TRACK HEA01JAMB 4 TRACK SILL (DCOVER(PVC) ANCHOR PLATE TRACK INSERT@ EXTENDED POCKET 5.178 1.000 .262 231 oSo ---j 2.060 100 .062 1,613 '7t --8,250 t .080- 1,435 r 49 100 .9 _rr 1.9 1.68 j813 17_1 9 .062 .060 0 Af]"q I - 1301TOM RAIL FSILLTRACK F-Ul _6L;J� .10 J ME SILL @ COVER P-HOOK ADAPTOR (0� P-HOOK @ -ON 3 TRACK HEADIJAMB 3 TRACK SILL SUPPORT 004 [.125 -gel -.001 .229 2.874 2141 -10.626- .640 .640 3.00D 6.875-- 1..- 4" .075 . 26 1-2.007-4 100 1.813 71, E] -1 1--.062 .062 3201 tit 1.681 E REINFORCEMENT @ REINFORCEMENT D4 REINFORCEMENT I H H H-100-11FjIF11 Cip EXTENDED UO KEEPER I @ FIXED PANEL CLIP ( KEEPER BAR COVER BAR PLATE 4 TRACK HEAD/JAMB Q2 TRACK SILL 2.511-"1 1--2.838 - 7 1.574 1.025 1,695 1.595 0 2.696 771 .080 3,483 .125 I i OL 099 4.635 4279 070 15 2.118 400 L 2.368 .400- .01,15 2.833 2.768 2.788 .312 2 09 O i4 1 NTERtoR JAMB COVER 300 21 f n F-11-_: -1)�o 8 L fl-i 71 PRODUCT RENEWED .120. 182 .120 1--.18,2 2,291 1 .100 j as complying with the Florida @ TOP,BOTTOM o6 TOP,BOTTOM @ INTERLOCK.300 INTERLOCK.400 @AST 13AL (g)EXTENDED POCKET @INTERLOCK @PANELSTILE,TOP BUIlding Code - AND 871LE AND STILE REINFORCEMENT, REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTFR ADAPTER 32 ASTRAGAL ADD-ON AND BOTTOM RAIL HOA-Nc- 15-1210.02 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY. ftpiratloa Del.0412112021 . .1 REINFORCEMENT 3.326 1----3.346- NOTES: By -3.462 mlarn-u Product Control 1.472 819 1)SEE SHEET 4 FOR .126 3=9 .125 .060 3.713 .090 3.345 SILL RISERS. - 2.175 444 .090 3.247 2)SEE SHEET 20 .070 .005 919 FOR SCREEN PARTS. 1.170 1-.220 135'CORNER @135'CORNER @EXTER135*CORNER @ ASTRAGAL CAP, @90'CORNER 40 00*CORNER @ INT90*CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTEXTERIORAGALR CAP, ASTRAGAL CAR, IN INCHES, IOR ERIOR '44 sam 4, .210* 2Wx4 y d VINYL SLIDING GLASS DOOR NOA 10/05115 No.50705 .261 1.201 EXTRUSIONS JROSOWSKI QtRT. .. ..... BEVELED BEAD OGEEBEAD )F AUTH.#20286 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276Iifill) SGD-6470111 NTS III 180E 2i 1941 MD-5470.0 A.LYNN MIMER,P.E. (941)-480-1600 Jill _j RE&M70 .............. �.............. __..... _ �}INsratt 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD =y (4)ANCHOR CLIP INTO INTO FRAME ATTACHMENT i TYPE AS USED PANEL o JAMB& INSTALL ONE BLOCK AT f1HEAOER ASSEMBLY 1N INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK. �1BLOCK TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL 13(3)#10 X ° ONE BLOCK THAT 1.6"SMS /� SPANS BOTH PANELS. \ sa(3)#8 " - ............__.., o I ll ( tL 1 FIXED PANEL.CLIP fr FIXEDINSTALL ONE CUP AT THE 1 — 23 PA MIDSPAN OF EACH FIXED as X 211it 1!4"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. #8 M8 1 0 / 2t BAR COVER j (4)#10 . X2"SMS 22 REINF.BAR Ot #8X 1.1/4"SMSKEEPER to + �1sow JAMB TO 1` KEEPER TO JAMB SILL ASSEMBLY a � ATTACHMENT LOCKING JAMB PRODUCTRENEWED REINFORCEMENT PLATE Sulld glyCog dow `tNtnopmrlaa ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER t9 NOA-No. 15-1210.02 @ 34-1/2"MAX•O.C. OXXX SHOWN Expiration oat.04/21/2021 o p _ - By - 11 1 Mlaml-o roduet Control I (4)#tOX� 2"SMS INTERLOCK INTERIOR 0 CLIP COVER _ �•,'�,�'�J 1` i INTERLOCK NOTES EXTERIOR 24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.2)SEE SHEETS 11-16 FOR ANCHOR \ tt O 3)SEETAB ESi&2FORREI FORCCEMENTREOUIREMOCATION& IENTS, `� �Qt1 1Y... dfl�rirrr BOTTOM RAIL #10 X f r SUPPORT 2.1!2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. `Kai;''JOFNSF •Fp ; 1 THROUGH SUPPORT,s2 VINYL SLIDING GLASS DOOR NOA 10/p6l16 NO.58705 INTO PANEL PANEL g __....._._ �e6#io X ACCESSORIES INSTALLATION 6� J ROSOWSKI � ,� Ci INTERLOCK SILL RETAINER �1•v2"sFns ASSEMBLY < %gyp',, 5'A o� itf� i CLIP ATTACHMENT ALL PANEL CORNERs § _ lig CERT.OFAUTH�ti28288WELDED,NO ASSEMBLY1070 TECHNOLOGY DRIVEINSTALL ONE A5SEMBtY AT EACH INTERLOCK FASTENERS 'frt r 1 i i i i it`` N,VENICE,FL 34278 "" (941)•480-1000 SGD-6470 NTS 190F21 MD-5470.0 l A.LYNN MILLEA,P,E. i ...•• -.. ...._. REA 50705