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Product Approval (3)
7/27/2016 Florida Building Code Online $ T Poi'dfa Gepawen= BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications FEC Staff 1305 Site Map € Links [ Search Busines ���} , Professi nal USER PubliiPPr°val Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail y r , !'y FL# FL251-R27 " a Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/15/2016 Date Validated 03/22/2016 https://www.floridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGLyglpgbNAC8%3d 1/4 7/22/2016 Florida Building Code Online Date Pending FBC Approval Date Approved 03/22/2016 Summary 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 II 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.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: 251.3 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.Ddf 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 II 15-0609,11.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: 251.4 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.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: 251.6 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.Ddf 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:/Avww.floridabuilding.org/pr/pr app dN.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGLyglpgbNAC8%3d 2/4 7/22/2016 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 15-0 03.0 .pdf 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 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 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 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 R27 C CAC 15-1210.02.Rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 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: $�1CSi '�ICY.E haps://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm6ECcrIFWoGLyglpgbNAC8%3d 3/4 M1AM��E MIAMI-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(786)315-2590 F(786)315-2599 NOT CCEPTANCE UA www.miamidadg.gov/economy T Industries 1070 Technology Drive, orth 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 115570/2770"Vinyl-Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15, signed and sealed by A. Lynn 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. d Small Missile Im act Resistant 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 915-0409.02 and consists of this page 1 and evidence pages E-1,E-2, &E-3 as well as approval document mentioned above.' The submitted documentation was reviewed by Jorge M.PIasencia,P.E. NOA No.15-1210.01 . CMIIAMI&ADE COUNTY Expiration Date: Apri114,2021 o t \ <W. Approval Date: March 3,2016 z 'Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-01.07.04) 2. Drawing No. 1VID-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8717, dated 12/07/15,-signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)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 8546,dated 11/06/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)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 8547,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6).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 8548,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOANo.-15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. 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)Large Missile Impact Test per FBC,:TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagiam of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No. FTL 8549,dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 12/04/15 and 02/11/16) 6. 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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8552, dated 12/04/15, signed and sealed by Idahnis Ortega,P.E. (Test report revised on 02/15/2016) 7. 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)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)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 6638 (samples A-1 thru A-22), dated 11A9/10, signed and sealed by Jorge A. Causo,P. E. (Submitted underNOANo. 11-0X07.114) 8 Additional test report No. FTL 6637 (samples A-1 thru A-5).per TAS 20294, issued by Fenestration Testing Lab,Inc., dated 12/06/10, signed and sealed by Jorge A. Canso,P.E. (Submitted under NOA No. 11.0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies with-ASTME-1300-02, -04& -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M.PIasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC",expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glass ® (Clear and White)Interlayer",expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America,Inc. for their`Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5th 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. 15-0409.02,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 06/18/15 and expiring on 04/14/16. Jorge M.Plasencia,P.E. Product.Control Unit Supervisor NOA No.15-1210.01 Expiration Date:. April 14,2021 Approval Date: March 3,2016 E-3 TABLE A: SERIES 5570 IMPACT RESISTANT SLIDING GLASS'DOOR Group Anchor substrate Frame Member Min.Edge Embedment t MIN.OF 3 THREADS BEYOND THE METAL INCLUDING POCKETS &900/1350 CORNERS T 86551 emno 11018111IJambSUBSTRATE.METAIL GENERAL NOTES: 012,eleal SIMS (SG= *51 P•hoak 0110' 1316' SUBSTRATE TO MEET MIN. 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (06)or 410 S.S. AW51 min.nurn.soe3Ts• HoeF B_W 316' lie, STRENGTH AND THICKNESS 0.126 min.lhloknesa P•hook 316' 116' 2)DESIGN PRESSURES: SMS, Steal,736• Head/SIIUJamb 316' 0.060• REQUIREMENTS PER A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min.11 O.OSO'min.tNokrrees P-hook ale• 0.080 CURRENT FLORIDA BUILDING B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A Ihreede8n) steel St A653 Gr.331-HeadlSllliJamb 316' 0.071. 14 Oe. CODE AND TO BE REVIEWED 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, O.oT1•min,thlckneea P•hook 316• 0.071.14 Ge. BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4•Etco P.T.Southern Pine Jamb i• 1.38' JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). U bacon sG"Seul0.65 Ptaok 1' 1316' 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE: 114•Crel Fle P.T.80.0 rn Plne HeaP-hook 1' 1318' FOR STEEL STUDS, 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CraleFlex sG•O.t b) P-hook P 1318 MIN.FU-45 KSI& 8 REFERENCES(NOA'S:ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD. g 012,steel wood P.T.Southern Pine HeDwSilll lamb 9116" 1 8' MIN,FY-33 KSI. WHITE RIGID PVC NOA, E 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED °crew 06 conn P-took 9H6" 1-318' Concrete P-Iwok 1' 11318• "UNGROUTED CMU"VALUES (PAINTED OR LAMINATED)WHITE RIGID PVC NOA 114'Eleo min.266 kel Head/SI Jamb 1• are' REFERENCES(TEST REPORTS);FTL-8337,6338,8646.8849,8652&8717;EXOVA-10.002-792(A)&10-000-10231; Ulracon Ungrouled CMU, Jamb 1• 1-114• MAY BE USED FOR GROUTED CAMBRIDGE 535753-09; ASTM G90 P--hook t' 1-t/4• CMU APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE ungrouted CMU, Jamb 1.314• 1.714• HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION t/4'Elco 410 ASTM G90 P-hook 1.314' 1-1 - EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, C ss.CreleFlez conoreta HeadlSook t•37is' 1314• IMPACT RATING (COMPONENT REQUIREMENTS). (min. 3.3S ksl P-hook 1• 13/4• RATED FOR LARGE&SMALL 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE, Concrete Head/sIlujamb 1.112• 1.38' MISSILE IMPACT RESISTANCE 9 DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED, min.2.22 ke0 P-hook 1.11Y 1318• 114'Moo 18.8 Ungroule CMU, Jamb 2• 1-t/4' 10)THE 6570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. B.S.Aggra-Gator ASTM C-90 P- k Y 1-114• DESIGN PRESSURE RATING_ P.T.Southern Pine HeadISVJamb 1' 1-$1a• SEE TABLES 1,2&B1,B2 ANCHOR NOTES: 30.0.65) P•Irook V 13fe' ON SHEETS 7&8 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Conomle HeadlSlllldamb Fl e• APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 1 114'Elea min.2.05 ksi P•hook 2.11Y 1316' REQUIREMENTS. Ultraeon Urrgrouled CMU, Jemb 2.11 14le 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET, D (Asitd 090 P-lwok 2-11Z 1.11r PRODUCT RENEWED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL Corwrele HeadISIIIrJamb 21lY t•314' ac complqIng with the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 114'Elco 410 min.lad kel Pamb 2-112' 1316• NOA-ng Code B.S.CreleFloz Un9romed CMU, Jamb 2-lir 1.114' NOA-No.- 15-1210.01 GREATER.`IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE ASTM Gso P-lwok 2.112' 1 1.114' Expiration pato 04114/2021 STRUCTURE.BUCK DESIGN AND INSTAL-LAT10N IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF -. RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. g 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES.............1 Miami-o Pro uctuct Cil BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS..........2 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NONSHRINK, INSTALL DETAILS..............3.6 NON-METALLIC GROUT,MAX.114°THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORTTHE ENTIRE DPIANCHOR TABLES........7.6 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE............................9 SUBSTRATE IS WOOD,301E FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS............10 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. STANDARDS USED: ANCHOR LOCATIONS.......I IIA6 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17 INSTRUCTIONS: ASTM E1300.09 EXTRUSIONS.....................18 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSIIAFBPA NDS•2012 FOR WOOD CONSTRUCTION ACCESSORIES..........._.....19 - `1111 f I rrr SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 GLASSIREINFORCEMENT. AISI•S100•07/82.2010 PARTS LIST........ .21 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR �=1 VINYL SLIDING GLASS DOOR NOA(LM) 10/05116 1�r No.5n7os HEIGHT, _ - 3)0I400SE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES & J ROSOWSKI ` n p . IS A >v SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE < TAE V� DISTANCE. — ® O�t<''•.Pt0R10P.•'CN 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN CERT.OF AUT1L#29298 S'S PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE ,,; NAL 6)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 I��a 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 0. ( ) SGD-5570 NTS 1 OF 21 S MD-5570.0 A.LYNN MILLER,r.E 941-A60.1600 i P.EJ168705 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTHNOM.PANEL WIDTH N PANEL WIDTH NOM.PANEL WIDTH PER TABLES I&2 PER TABLES I&2 PE TABLES 1&2 PER TABLES 1&2 M .UNIT (m_ MAX UNIT MAX.UNIT MAX.UNIT HEIGHT H GHT HEIGHT HEIGHT HEI' PER TABLES 1 2 PER TABLES 1 2 PER LES1&2 , ,h h PocmT 'o1�I PER /I h TABLESI&2 Po Pocw _j N__1 I _j I __ 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS ak 4-PANEL CONFIGURATIONS d) CONFIGURATIONS CONFIGURATIONS MAX UNIT WIDTH- MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES I&2- PER TABLES I&Z `19 T H PER TABLES 1&2 WIDTH --I Nr_ F_ __j IT & MAX.UNIT HEIGHT MAX,UNIT MAX.UNIT HEIGHT PER 2 $PIET. I D , I I . I& HEIGHT S PER TABLES 1 2 /1 TABLES I&2 12 PER TABLES 1 2 C _j CORNER,TYP. 6-PANEL CONFIGURATIONS A-ekNI�L•CONFI(�LIRATIOtLS E_, MRSWCOMERSHOYAMBECOPM SMLAR MAX.UNIT WIDTH MAX.UNIT WIDTH PRODUCT RENEWED as comPlying with the Fladda NOM.PANEL WIDTH NOM.PANEL WIDTH Building Code PER TABLES I&2 PER TABLES 1&2 NOA-Mo. 15-1210.01 expiration pato 04/1412021 By MAX.UNITMAX.UNIT am]:yRoo Product control HEIGHT HEIGHT PER TABLES i&2 h PER TABLES i&2 N—_j 7-PANEL L 2CONFIGURATIONS 6-PANEL CONFIGURATIONS PPNEIqURATIQNS NOTES�.. OPERABLE PANEL DLO WIDTH NOM.PANEL WIDTH-8-9110" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O'=INOPERABLE PANEL DLO HEIGHT=DOOR HEIGHT-114116' LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "0"=.POCKET POCKET CONFIGURATION CAN BE OXXXP. PANEL HEIGHT=DOOR HEIGHT-2-112" Z: 'tic 05 Vy o 2)00'&136'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 1=5115 EXAMPLE CONFIGURATIONS J ROSOWSKI 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND �& , .'r" REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER CERT.OF AUM#29236 4)FOR NOM.PANEL WIDTH,SEE TABLES I&Z 1070 7E IN A TECHNOLOGY DRIVE ..... 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE 472.650 FTI SHEET NUMBER N 5 VENICE,FL 3427 IISGD-5570111 NTS 111 20F21 1911 MD-5570.0 1611 X LYNN MIMER,P.C. DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THAU I(WOOD ASTRAGAL DETAIL C1 IDETAILD11 NOTE 4,SHEET 1;MIN.OF 3 CONCRETE[CMU PER E INTO MASONRY FACINOEXT. I INTERLOCK I INTO METAL TMHREADSTAL SUBSTRATE BEYOND THE ANCHOR REQUIREMENT FRAME WIDTH REQUIRED IF DOOR to TYP.ANCHOR HEIGHT 13 OVER 96o 21 as EMBEDMENT at MAX28*0.C. 22 a,I EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE h"! TABLE A,SHEET 1 6, Go NOTE 3,BELOW DAYLIIINGGHT ion 20 —OPEN z6 1 a WIDTH 3tEMBEDMENT EDGE EDGE DISTANCE.-.'`'; go 82 Ex R DISTANCE SEE NOTE 6, SEENOTCO, 94 27 lewvm sr 1/4'MAX. 4 IXOR2X WQOD IHISSKEET I SEE NOTE6, ANCHOR BUCKSTRIP,SEE SEE NOTE 0, HIS SHEET 29 32 THIS SHEET EMBEDMENT NOTE 4,SHEET I I ————— Va X 3/41 SMS,REINFORCEMENT SCREW,7 TYP.ANCHOR TYPE, PLATE AT -(es PER STILE,LOCATED AT CENTERLINE AND 6, EMBEDMENT AND EVERY HORIZONTAL SECTION XXX SHOWN a' IT'FROM ENDS(FACTORY INSTALLED). ANCHOR EDGE DISTANCE PER LOCATIONDETAIL C2 IL 2 SUBSTRATE,SEE ASTRAGAL NOTE3,BELOW TABLE A,SHEET I& (ACING DETAIL A2 INTERLOCK LINT2.�ONRY 2X WOOD BUCKSTRIP OR I INT02XWOOD 1 HEIGT IREQUIREHS OVER IF R EMBEDMENT FRAMING,SEE ANCHOR DAYL21 IGHT D f-——————- at J� NOTE 3,SHEET1 OPENING PRODUCT RENEWED WIDTH AS COMPI&I with kho Florida 13ultdino Q DISTANCE I I -No. 15-1210.01 TYP.ANCHOR TYPE, SEE NOTE ff.THIS SHEET 7 EMBEDMENT AND 28 AS(SOR 25 tupirmto.o.t.0411412021 EDGE DISTANCE PER TYP.ANCHOR TYP SUBSTRATE,SEE EMBEDMENTAND E, mlftflft[-DFrotlUct control TABLE A,SHEET 1& O EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE. SEE TABLE A.SHEET EDGE I&NOTE 3,BELOW DISTANCE fl PANEL WIDTH CRETEICMU PER MAX:' CONASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN} ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOR OR JttLYNN 4!/q NOTES ANCHORS,SEE EXTERIOR DIRECTION. "I & 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 8,THIS SHEUT RETAIL SHEET 10 ALL PARTS IDENTICAL, 2)REFER TO ANCHOR NOTES,SHEET 1. FORAMLOCKSTIUVS,�M 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGAMFMD 0 VINYL SLIDING GLASS DOOR NOA(LM)' ip 10105115 ANCHOR QUANTITIES,SEE TABLES I&2. STILES AND 4}CONTINUOUS ANCHOR PLATE,ITEM V8,IS REQUIRED AT ALL HORIzONTAt Im" INSTALLATION,HORIZONTAL X-SECT. A'I J ROSOWSKI FRAME ANCHOR LOCATIONS. A4:RTCy'G i it I % 6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. FOR 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL F(.Ofk\'D INTERLOCKS REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY R-5] 1070 TECHNOLOGY DRIVE THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. �c 5 AXYpPN MILLER,P.C. 3OF21 E, ?)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD N.VENICE,FL 3427 r -5 1(941)480-1600 JTJ9 3D 7 NTS ]OT __j DETAIL El TYP,ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E-31 TO MASONRY DETAIL E4 D EDGE DISTANCE PER INTO WOOD wro oNRY T. DADE APPROVED MULLION,FBC IXBUCKST I S BSTRAT5,SEE TABLE A.SHEET 50 COMPLIANT ALUMINUMISTEEL i&NOTE 3,THIS SHEET 2X WOOD SUGKSTRIF OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETE/CMU FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU 13E VERTICAL OR HORIZONTAL. PER ANCHOR EDGE NOTE 3,SHE I SUBSTRATE,SEE TABLE A,SHEET EMENT SEP SUBSTRATE PROPERTIES, R DISTA E EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET I DISTANCE EMBED EDGE DISTANCE EDGE 1) MEW MENT EMBEDMENT EMBEDMENT 114�MAX. 114"MAX. IXOR2XWOOD 114*MAX. IX'MAX. 1W MAX. BUCKSTRIP,SEE ow ANCHOR N07E 3, n TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND s3 r 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 NOTES Loci OR i)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. sTus, . ..... ASTRAGALS, 2)REFER TO ANCHOR NOTES,SHEET 1, IFIXEDSTILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES I a 2. DLO WIDTH=NOM.PANEL WIDTH-8-9118° HORIZONTAL ANCHOR EAT RAILS SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM 48,IS REQUIRED AT DLO HEIGHT-DOOR HEIGHT-11-1118" EVERYANCHOR CENTERLINE AND G"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-112" LOCATION (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT 25 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. OPENING FRAMEPANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT RENEWED HEIGHT NOTE k SILL RISER THIS SHEET VARIES WITH EXACT DIMENSIONS. as COMPIlIng W(th the Florlda OvIldIng Codo REQUIRED MOA-No. 15-1210.01 EXTERICR POSITIVE DESIGN Lxpiration ovito 0411412021 82 PRESSURE, .390---1 By 40 ml 61 7&8. .390---1 1,— — �96'Procfttct conir-oT- "1 2.370 <0 26 OR 028 .39 1 1947 SEE SHEETS .390— it--- 0 1/4*MAX, 33 1142 SHOWN m 3 4.041 2,887 7 4 GROUTAS D #43-46 ALSO APPLY 623 z 3.4,3 NEEDED,SEE 1.017 L ANCHOR NOTE 80 60--- 0 .00OJ 5.SHEET 1 2 12 2-1/ -TOTAL .060 -1 .0 .06 1/4"MAX SILL HEIGHT a�qll-RISER SILL SILL RISER Q(3-112" W (2)SILL RISER e NO (2-1/2'TOTAL (3-1/rTOTAL (4-1/16-TOTAL (4-618' \V TOTAL I SILL HEIGHT) SILL HEIGHT) BILL HEIGHT) SILL HEIGHT) EMBED BE E M MFNT VINYL SLIDING GLASS DOOR NOA 10/05115 (LM) 1A EDGE' TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. lltj J ROSOWSKI n . y 1516 DISTANCE EMBEDMENT AND 2X WOOD B UCKSTRIP OR EMBEDMENT AND ;z Six TE ' E DISTANCE FRAMING,SEE ANCHOR EDGEbisTANoE -c t.- C9 CONCRET U PER STRATE, ......... PER ANG OR NOTE 3,SHEET I PER SUBSTRATE, CERT.OF AUTH.9292 D6 FD-ETWAIET�l Ell TAB E A, SEE TABLE A, 1070 TECHNOLOGY DRIVE /ONNk- REQ IRE SHEET I NOTE 3, JD-E-T-AIL-F�2 SHEET I&NOTE 3, N.VENICE,FL 34275 0111101 L��S=O'NRY THIS 8 ET THIS SHEET (941)-480-1600 GD-5670111 NTS 111 4 OFTI MD-5670.0 611 XLYNNULLERRE. IRS I Q�IL�1�1 INTERIM 2 E R 4 2b R 26 8. 28 3Y 06 MAX 18.6`O.C. \:J a3 19 88 MAX3b'O.C. © �� ... SEE SHEET 19 INTEH{QR DETAIL H2 � MAX 3.6`O.C. U0010 38,SEE SHEET i9 ��� R OUTS4DECORtiER �U c.. C .. 09 ❑ - V-' c $o° noI��-�-1y fl 33 O � faj❑ �R 20 1 L' 04 MAX 18.5'O,C, 71[ EICTER1oR �Ui �_� ❑ PRIOR 37 f7 n 136' O V 90° ay a9 tl a DETAIL G1fin?\2� DETAIL H1 MAX16.6`OR.04 138° ❑90' .. _ IHSIDE CORNER �j� INSIDE CORNER 40 VV ...?IQR INTEa OR qi lY EXI MAX 3.8`O.C. 10 ee 69 1 � 1 SEE SHEET 19 V 2 u PRODUCT RENEWED an aomplying with the Florida Building Code Q� NOA-No. 16.1210.01 expiration Data 0411412021 Nl,1.OPOS By ' Miami- ro uct Control 00 NOTES Cq 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 26 DR 26 nt, -� DOE, QUANTITIES,SEE TABLES 1&2.' 1�1,lulltrr 33 a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, `�t{LYNN Afjt� _ — DEPENDING ON CONFIGURATION. DETAIL G2 18.6.O A� MAX 136• I MAX3.S'O.G S�41F0f?3 . SEE SHEET 10,0 ea �, VINYL SLIRINO GLASS DOOR NOA{LM) 10t05t15 __. �ya.56705 , OUTSIDE COINER 69 � _ //^` .kt'd�• a_ CORNER ASTRAGAL HORIZ.XSECT. - ta-iROSOWSKI �lsbc AI CERT.OF AUTH.029296 '•'�� '•.,fiCOR105':ti�C`~ 1070 TECHNOLOGY DRIVE 'rry`SStQN��X00 N.VENICE,FL 34275 I �' A LYNN M�IIER.P.E.' — (641)•480-1000 SGO-5570 NTS 5 OF 21 j MD-5570.0 P,E.066706 OPTIONAL NON- DETAIL 11 pETA STRUCTURAL IHYo twsoHRv INTO MASONRY RY ANCHORS FOR L EDGE CONCRETE/CMU INTERIOR POCKETNYE s1 22 TYP.ANCHORTYPE,EMBEDMENT DISTANCE PER ANCHOR �1WlUt at REQUIREMENT JAMS ,• 2e x7 AND EDGE DISTANCE PER q ? ED FIG t, 33 SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST r sm!IS fie 1,30 FIGURE I,IHTERLOCKSATPOCKETS: SHEET 1&NOTE 3 BELLl • * '' "1 M'+.: FOR DOOR HEIGHTS 9G'AND LESS; INCLUDE A NONSTRUCTURAL, o '.' +'}' FRAME JAMB TO REDUCE THE {= 10 , = �.: ••.. POSSIBILITY OF WATER 1° 2, ,, , ,y,. OPT. INFILTRATION, t• is '; ANCHOR 31 q ,.- 114"MAX. 1aEMBEDMENT �mW1G1441dS POCKET BY OTHERS,SEE r ,: : v opr. ':•;.; ,7 aPr. NOTE 6 BELOW. — —_ K8 TERIOR r MENT--:'' ;�� ex7eR 114"MAX. q _ FOR DOOR HEIGHTS OVER 86" ,• OPT. 1�1 .._•�,,•.,.,•, �.: >.. '-.'�' Al.n..` ANCHOR ,v m 21.4" MAX.O.C. FIG 1. TYP.ANCHOR TYPE,EMBEDMENT CONCRETE7CMU THISSHEFT 91 c� 36 Q AND EDGE DISTANCE PER EDGE PER ANCHOR 26 27 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT c� &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 TYP.ANCHOR TYPE,EMBEDMENT METAL TYR,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BEA MIN.OF 3 THREADS BEYOND &NOTE 3,BEL O 2X WOOD BUCKSTRIP OR PRODUCT RENEWED THE METAL SUBSTRATE _ EDGE FRAMING,SEE ANCHOR us comp'pIng with the Ptor4ka EDGE DISTANCE NOTE 3,SHEET 1 NOA-RG Code pETAIL!3 DISTANCE OPT.ANCHOR NDA-No, 15-1210.01 OPT.ANCHOR explretlon Date 04/14/2021 IHtO METAL L - EMBEDMENT I By 17 OPT. •--• 'C - .17 OPT. Mleml-Daff Product Control EMBEDMENT DETAIL 14 1!4"MAX. c MA q o INrow000 YE1f ERIOR MAX. to SEEFt44, SEE FIG 1, THIS SHEET /-�� THIS SHEET"'� t-p 27 ,SER 0, 02 x x 1 �/ f 7 28 V ,1111 1111j EEXTERIOR POCKET EXTERIOR POCKET 21 tYNN NOTES ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/06/15 �c NO.587051 .x 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. "C> P-HOOK EXAMPLES,HORIZ.X-SECT. & J ROSOWSKI �( 1 2)REFER TO ANCHOR NOTES,SHEET 1. =4 #IsIp 3)SEE SHEET13 FORANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ro aU'., .. 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS, cEHT.of Aures.#zoxea 1.;�F� :FtolztQA• 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 5070 TECHNOLOGY DRIVE a $ '1010NAI. ;11` 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL$4275 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. A.LrNN et60705 P.E (441)•480-'1600 SGD-5570� NTS � BOF 21 � MD-5574.0 �� p,EUEv7vs TABLE i: Design Pressure(DP)and Anchor Quantities Required, (for all a Sguraticns on Shoot 2) Use this table for. Dont tult Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. Glass Types 1,3 of 5 84� 96" SHEET i FOR COMPLETE ANCHOR LIMITATIONS, Astragal Reinforcement 929 72-I61IS'DLO Height 8445116-DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES,ADDITIONALLY,THE Lookstile Reinforcement#26 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.interlock ReInf6memer1*27 p B C D A I B 1 0 D A B C D CONSIDERED,SEE TABLE 81,THIS SHEET, 19-118, Design Pressure +601-60psf +601-e0psf +601-60Pxns1 #or ANCHORS THROUGH THE HEAD&SILL.(EX.FOR C3+1,3 ANCHORS w DLO Head/Slil C3+1 C3*1 C3+1 C30 C34-1 C3*1 C3+1 03+1 C3+1 03+1 03+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Width Jamb 5 5 6 5 6 6 5 5 6 6 6 5 MIDSPAN OF PANEL). P4iook 7 7=7 7 . 7 7 1 7 7 6 8 8 8TOTAL#OF ANCHORS THROUGH THE JAMB. Dostun Pressure +601-60icst +601.60 psf +601-60psf '---_THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 254/0, Headf8it1 C3+1 C3ft 03+11 C3+1 03+11 C3+1 I C34-1103+1 03+1 C3+1 C$+i C3+1 PERPENDICULAR TO THE GLASS. v 01-0 Jamb 6 6 5 6 5 5 6 6 5 6 6 6 Width P-hook 7 7 7 7 7 7 8 1 8 8 a . Design Pressure Psf , +601-60pst +601-60 psi 1418 Head/8111 C3+1 tmfq +1 03+1jC3+1jC3+1jC3+1 C3+IIC3+1103+1103+1 w to Idth Jamb 6 5 6 6 1 6 1 6 1 5 5 1 5 1 5 P-hook , 7 7"1 7 7 1 7 1 7 1 7 8 1 8 1 8 1 8 --- Design F—aure +60/. +601-60par +601-60pst 37-IIIP HeadIS111 C3+11 G3+1 C3+1 C3+1 C3+1 03+1 C,3+i C3+1 C3+1103+1 C30 42' DLO Jamb 5 5 +1 6 6 5 5 TABLE 131: Width E5 6 5 Water-Linitted FIG 1, P-hook 7 7 1 7 1 7 7 7 1 7 7 8 0 8 8 Design Prowuril 2H LENGTH 60 Design Pressure +60'-60ps' +601-60pst *601-60psf $III Nom'Bill Max,(+)DID 48' OLD Head/Slit 03 C3+ C3+1 03t1 1 05+2 CM30 03+1 1 C30 Riser Height Allowed DOORASSEMBLIES Width —Jamb 5 6 5 5 5 5 6 5 6 6 6 None 14111V Sea Note 2 INSTALLED WHERE THE PRODUCT RENEWED P-hook 7 7 P+j I OVERHANG(OH)LENGTH IS a 7 7 7 7 7 7 a a a a 42 05 P=wlth!ho Florida 2-112" +38.7 psi urvim EQUAL TO OR GREATER THAN no 43. 3-1/2- 40.0 pat THE OVERHANG HEIGHT IS NOA-No. 15-1210.01 t ISED IN EXAMPLE ON SHEET 9 44 4-1/15' +60.0 pal EXEMPTED FROM WATER Expiration Date 04f14/2O21 45 4-6/8" 4e0,0 p8( INFILTRATION RESISTANCE, aY _rvlforn ""roduct control DLO WIDTH NOM.PANEL WIDTH "M 6" OLD HEIGHT=DOOR HEIGHT-11-1118° LYNN 4,11'111 PANEL HEIGHT=DOOR HEIGHT-2-112" ..........ilCtprSF ze TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) 14!06/15 1)IF WATER INFILTRATION RESISTANCE 18 REQUIRED.THE LESSER VALVES OF EITHER TABLE I 2ND TABLE B1 DETERMINES THE WATER LIMITED(+)DP, DP&ANCHOR QUANTITY TABLE Ila J ROSOWSKI )IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,ASILL 3)SEE RISER IS SILL NORISER TYPES ON SHT REQUIRED.IF$0,EET 4.+DPS SHOWN IN TABLE I MAY BE USED. co 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE rrrSIONAU 1 6)REFER TO ANCHOR NOTES,SHEET 1. N,VENICE,FL 34276 "0"1110 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 -liSGD-557011 NTS 7O 21 MD-5570,0 A.LYNN NMILLER,PX. PA68705 . 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 Haight PRESSURE,USING THE ANCHOR QUANTIES LiSTED BELOW.SEE TABLE A. Giese Types 2 or 4 80" 04" 98" log° 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68.16/18"DLO Height 72-16116'DLO Height 84-16!16"DLO Height 98-15!18"DLO Height 108-15/18"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Looks tile Reinforcement#25 Anohor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD intedock Reinforcement#28 --A-T-1] C D A B C D A B C D A B C D A B. C D CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +1001-10Pp3f +100/=i0ops1 +100/400psf +601-65ps1 +601-65psf #OFANCHORSTHROUGHTHEHEAD&SILL.(EX:FORC3+1,3ANCHORS 191/8" Read/Sill 03+1 C3+1 03+1 C3+1 03+1 C3+1 03+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 MIDSPAN OF PANEL).CLUSTERED AT EL MEETING POINT AND 1 ANCHOR REQUIRED AT ° Width Jamb 5 5 5 5 5 5 5 6 6 5 5 5 8 6 8 8 @ 6 0 8 .TOTAL#OF ANCHORS THROUGH THE JAMB, P-hook 7 7 T ? 7 7 7 7 8 8 6 8 9 9' 9 9. 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +1001-100 psf' +1001-100 pst +100/-100 pst +601.85 pst . +601.65 psi PERPENDICULAR TO THE GLASS. 25.118" HeadfS111 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 G3+1 03+1 C3+.1 G3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30° Oidt Jamb 5 5 6 5 6 6 8 5 5 6 7 6 @ 6 6 6 8 8 8 6 Width P-hook 7 7 T 7 7 7 7 7 @ @ 8 8 9 9 9 9 10 10 10 10 Design Pressure +1001-100psf +1001-100psf +100/400pst +60/-65ps( +601-65ps1 31-1!8• FIG 1. OH LENGTH 36' DLO HeadiSitl 05+1 C3+1 C5+1 C3+1 C6+1 C3+1 C5+1 C3+1 C5+1 C5+1 C6+1 C3+1 05+1 C3+1 C3+1 C3+i C5+1 C3+1 C3+1 C3+1 Width Jamb 6 5 8 5 5 5 6 5 5 5 7 5 6 6 6 e 6 6 6 6 P-hock 7 7 7 7 7 7 7 7 8 0 8 8 9 9 9 9 10 10 10 10 DOORASSEMBLIES Design Pressure +100/-100 psf +1001400 psf +100/-100 psf +80/-65 pst +60/-t60/ INSTALLED WHERE THE �t 37-1/8" HeadtSitl C5+2 C3+2 C5+2 C3+1 C6+2 C5+2 C5+2 C3+i C5+2 C6+2 C5+2 C3+1 105+1 C3+1 C6+1 C3+1 C6+1 CSri 05+1 G3+1 OVERHANG(OH)LENGTH IS 0. 42' DLO Oth EQUAL TO OR GREATER THAN Jamb 5 G 7 6 6 6 7 S 6 6 8 5 8 8 6 6 6 @ 7 0 z P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 s 10 io 10 10 0 THE OVERHANG HEIGHT IS z Design Press" +1010/-100 pst +100/400 pst +921.92 psi• +601-65 psf +601-65 psiINFILTRATIONEXERESISTANCE. PTED FROM WATER 4DLO Head)Slll 05+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 03+2 05+2 C5t2 C6+2 C5+2 C5+2 C3+1 C5+2 03+1 C5+2 C6+1 C5+2 C3+1 48 DLO Jamb 6 5 7 5 5 6 $ 5 5 5 9 6 8 6 7 6 6 0 8 @ Width PRODUCT RENEWED P hank 7 7 7 7 7 7 0 0 8 S 9 s 0 9 9 9 i0 10 10 10 TABLE 132: as comp!in with the Florida DasignPresaure +801.80psf +80/-80pof +80/-80psr +60/65pst +54.1/-58.7psr, Water.Ltmtted "accarp'K" 49-118" (+)Daelgn Prat sure NOA-No. 15.1210.01 54" DLO Head/S81 C5+2 C3+2 C6+2103+2 C5+21133+2 C5+2103+2 C6+2 C5+2 C6+2 C3+2 05+2 C5+2 C5+2 05+2F05+21 C5+2 C5+2 C6+2 Exptrattonnote 04714t2021 Width .Jamb 6 5 8 5 5 6 7 5 6 5 8 5 e $ 8 6 6 8 6 $III Nom.5111 Max.(+)DP P-hook 7 7 7 7 7 1 7 7 6 8 8 0 9 9 9 9 10 10 10 Riser Height -Allomd try Miami- a roduct control Design Pressure +80/-Wpst +801160psf +601.80pst +69.11-04psf 496/-537ps( None 1-11116" See Note 2 65.118" HeadfSlll C5+3 C3+2 05+3 C3+2 C5+3 C3+2 C5+3 C3+2 C6+3 C5+2 C5+3 03+2 C5+2 C5+2 C5+2 05+2C5+2 C6+2 C5+2 42 2-112' +38.7 psf 60° DLO Jamb 6 6 6 5 6 5 7 5 5 6 6 5 8 @ 0 6 6 8 6 43 3.112' +60,0psf WldlhP-!soak 7 7 7 7 7 7 T' 7 8 8 8 @ 9_ 8 0 9 1D 10 10 44 4.1/16" +60.0 psi •+1-100.0 PSF FOR ANCHOR GROUPS 8,C&D. 45 4-518" +100.0 pat DLO WIDTH=NOM.PANEL DLO HEIGHT DOORHEGHT�i-186/16" `, O��y 4Y...... PANEL HEIGHT=DOOR HEIGHT-2.112" uceNSF ..P TABLE NOTES: No.50705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 2 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 � r � AND TABLE 82 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE S J ROSOWSKI `;,,p.•,u�70'4tj 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG ISPERFIG1,ASILL -C3 .- r'I RiSER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. 'CSRT.OF AUTH,92D290 ',���5•:FLrnttOP••��� 4)SEE SILL RISER SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE; rr Niii+ 6)REFER TO ANCHOR NOTES,SHEET'1. N.VENICE,FL 34275 - ¢p 0)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SG[1-5570 NTS SOF 21 8 MD-5570.0 A LYNN M14LER,P.E P.E.ti 611705 EXAMPLE: SEE FIGURE BELOW FOR ADDITIONAL PA EL,3 TRACK,STRAIGHT CONFIGURATION-PXYX, FRAME JAMB REQUIRED HEAD SPLICE LNTMI(?R CENTERUNE CENTERLINE INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, Q INTERIOR POCKETS OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION, v CENTERLINE —CENTERLINE —CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD'SUBSTRATE, MAX OF PANEL I OF PANEL 2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSP POCKET BY OTHERS.SEE NOTE 8, INTO Ils-sir MAX.. +2 `+rANCHORAGE� ANCHORAGE, gHEET 12 '+2-ANCHORAGE, MAX. SHEET I2 'C3`CLUSTEA, 'LUSTER. SHEET I2 NO EXTERIOR SHEET12 SHEET 12 ENDANCHORAGE KETJAMB (MIN.I ANCHOR) sm POC HEAD ANCHORAOE DETAILS N.I ANCHOR) OPT.ANCHOR 9KT FAgR'.,- 9PUCENDINSTALLATION ON -9- NON-STRUGTURAL ANCHORS MkY SHEETS PXXX(3-TRACn TOAID IN\ BE ADDED IN-FIELO AS NgEDEO TO ALIGNMENT ALIGN THE HEAD ORSILL IFA SPLICE OCCURS WITHIN A POCKET. SILL SPUCE fNTERIQ1A CENWRLINE CENTERLINE BE'FIGURE BELOW FOR ADDITIONAL OFINrERLOCK OF INTERLOCK ANCHOR INFORMATION. 61 CENTERLINE .—CENTERLINE CENTERLINE MAX. OF PANEL) OF PANE!2 CFPANEL 3 EXTERIOR POCKET By 0 FIS ,SEE INTERIOR OTHERS, NOTE 0. Of to 0 0 0 SHEET '+2'ANCHORAGE, 2"18'MAX. S. SHEET II ANCHORAGE,— J .+2'ANCHO;kf)S1 MAX. _ SHEET II I USTER TV CLUSTER, r SHEET II EXTERIOR SHEET 11 SHI :ND ANCHORAGE J_L 12*MAX. FRAME JAMB SEEPOCKETJAMB MAX. REQUIRED(g' \_WSTALLATIONON SILL ANCHORAGE DETAILS q_ m!_t! INTERIOR POCKETS SIMET6 RM.M-IMCK) PRODUCT RENEWED 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES"I&2 as comCede lnX with the Florida I FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building 9 a +482NOA-No. 13-1210.01 1-58.6 AT A NOM.PANEL SIZE OF 49'X 84'.FROM TABLE 1.SHEET 7.THE END PANEL ANCHOR EXCEPTION. DESIGN PRESSURE IS+60M0 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date 04/14/2021 PRESSURE REQUIREMENTS, TO M25-3t8;O.C.OR LESS -.1— Tdlmm1-LnAda,Fr0uuct control FOR WOOD INSTALLATION USING ANY I HiledfSPI I C3+2 11/fzIz.1 z 2 USI I Jamb I fr ANCHOR IN GROUP A(SEE TABLE r3TABLE 9 I SHOWS ANCHOR REQUIREMENTS OF: I P-haoR 1 7 1 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6-MAX HEAD(CLUSTER ANCHORSk SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL $*MAX THE INTERLOCK/ASTRAGAL, FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT,ANCHOR To AID IN HEAD(INTERMEDIATE ANMQa8L 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 V P-HOOK JAMB SHEET 11 FOR THE ll=CLUSTER ANCHORS AT 25-318".OTHERWISE ANCHORS ARE NOT REQUIRED AS LYNN Atj /1, ANCHORAGE THE INTERLOCKIASTRAGAL, ANCHORAGE PER THE FIGURE ABOVE: 00 e SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL No.50705 LAM 5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 101051151 FORPRODUCTREFERENCES,ALSO SEE: P-HOOK: ANCHORS,SHEET 13 FOR GENERAL 11atj J ROSOWSKI -2 A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT, STRAIGHT DOOR EXAMPLE — "0 SO tui LOCATIONS OF CROSS-SECTION DRAWINGS. tAl1r. FIG LJ 8)SHEET I D FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN 0 C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. 0 CERT.OF AUTH.#29298 1 ',,,9 --- 13E FOUND N; ;"0NAIl_ ,x D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS- HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE R, "Ofill"',o E)SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB.SHEET 3 N.VENICE,FL 34276 r F)SHEET 21 FOR A BILL OF MATERIALS. E-1100K:SHEET 0 1 11ISGD-5570111 NTS 111 9 OF 21 1941 MD-5570.0 it A-Ly,".Nr IlmlILLER,P.E. oj 3116'118 GLASS 71116"NOM. 7/16`1 NOM, PVB TE 3116*HS CLASS--\ 311V HS GLASS '3116,ANN GLASS is 78 N2 _ 1)BACKBEDDING SURFACES SHALL NOT 090"PVBalso 7116"AIR SPACE 1), 71 78 BE PAINTED OR LAMINATED. 3110'[d_IN.OLASS PAINTED/ 3116'HS LASS 311VIGLASS PAINTED/ 2)PRODUCT MAY BE EITHER INTERIOR OR LAMINATED PAINTED/ EXTERIOR GLAZED,PROVIDED THAT THE Bo al 60� SURFACE '(BOR 81 1)0 LAMINATED 0.2 83 LAMINATED & SURFACE SURFACE 'HS'SURFACE OF A LAMINATED GLAZING <�3 EMERIOR UNIT IS ADHERED TO THE GLAZING LEG. 711,NOSM. PRODUCT 16-EXTERIOR- PRODUCT Is*E PRODUOTIVEXTFRIOR- —A N GLAZED*IF#8041 IS 718 NOM. Gu 71WNOM. GLAZE ___x 'AN '=ANNEALED WIF02-8313 71W NOM, -(HE EXTERIOR. "0:1. TOWARDS,THE EXTERIOR, _-_T .7 TOWARDS #0 1?.R 'HS"=HEAT STRENGTHENED GLASS Toll-A.D.T.E-11T. GLASS GLASS BITE BITE I x SITE 'T"=TEMPERED )NTERIOR jjfMR DR�9011 "PVB"-.090"BUTACITED PV8 INTERLAYER — 13Y KURARAY AMERICA.INC. PRODUCT 18'INTERIOR- PRODUCT Is'INTERIOR- PRODU�OTIVINTERIOR- "SG"-.090"SENTRYGLASO INTERLAYER D GLAZE,;=1.11 GLAZEWIF#G"I IS GLAZED$IF 982-03 IS 70 7OWAl 10R, TOWARDS THE INTERIOR. TOWARDS THE INTERIOR, BY KURARAY AMERICA,INC. SEE NOTE Z __L SEENOTF2, __L SFENOTE2. Ims"EFT THISSNEET T1413 SHEET GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 SILICONE -HOT-MELT BUTYL NOM. STRUCTURAL IV161HSGLASS 3116"ANN GLASS STRUCTURAL SILICONE _31161NOM, .000"SaQG 9132"AIR SPACE POLYISOBUTYLEN IMNOM.. FOAM--\ GLASS 7— 75 m HSAT-MIRROR FILM WITH 3116,HE /--LAMINATED a OM, R'-R, 0�ASS XT SITE 1AERIOR .IS 'TE'lOF, FE 4N WITH DESICCANT DESICCANT 7116'AIRSPACE-- 77 78 9132"AIR SPACE— 3118*HS GLASS EXT.GLASS EXT.GLASS 3116!T GLASS---,\ 61 Sf11rTGLASS PRODUCT RENEWED FAINTED/ PAINTED/ an camp Ing with the Florida 80 LAMINATED 84 LAMINATED Ildinglioda SURFACE SURFACE .11OA-No. 15-1210.01 <3 rmg! Expiration Date 04/14/2021 INT.GLASS INT.GLASS PRODUCT ISEXTERtOR. I ~ L PRODUCT 18"EXTERIOR- I GLAZED"IF 982.0318 710*NOM GLAZED*IF1104 IS 718'NOM TOWARDS THE!EXTERIOR, CLASS TOWARDS THE EXTERIOR. GLASS KODISPACE SUPER DITE sITE 4SG TPS SPACERONXTTm a PRODUCT IS'INTERIOR. PRODUCTIVINTERIOR- ALUMINUM GLAZEWIF982-831S C11) 70 REINFORCEMENT poLyISO• DESICCANT FILL AREA TOWARDSIHEINTERIOR. TOWARD INTERIOR. BUITYLENE 5110"NOM. 60) 6116*N 0 K— SEAL GEE NOTE 2, 71 80 SILICONE SEAL THIS SHEET TWSSHEET OU "' DESICCANT ROLL-FORMED xw_ FOAM STAINLESS STEEL--\ GLASS TYPE 4 GLASS TYPE 6 00 EXT.GLASS 00 REINFORCEMENT NOK �L' *A SILICONE NT FOAM E EXT.GLASS-� r-so.mms VINYL SLIDING GLASS 60OR NOA(LM) 10/05115 INT.GLASS INT.GLASS GLAZING DETAILS J ROSOWSKI -,0F tj ZZ A (E)DURASEALO OXL EDGE"' CERT. #2 Do SPACER SPACER 1070 TECHNOLOGY DRIVE N.VENICE,FL 94275 (941)-480-1600 .,Fs_GD-5510TjJ NTsz 10 OF 21 MD-5570.0 A.LYNN MILLER,P.E. SILL CLUSTER ANCHORS LAYOUT: SILL INTERMEDIATE ANCHORS LAYOUT: ASTRAOM.OR ASTRAGAL OR PANEL_ PANEL_ INTERLOCK• INTERLOCK— PANEL— CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE4. CENTERLINE 4' 4" EXTERIOR tXTEAlO_ Ex–m—don EXTERIOR WaRLOR R 2-TRACK CLUSTER'CV 2-YRACK INTERMEDIATE 15 2-TRACKINTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '41'ANCHOR LOCATION '+V ANCHOR LOCATIONS W ANCHOR LOCATIONS ASTVAOAL OR ASMOALOR PANEL INTERLOCK INTERLOCK PANEL PANEL tENTE"s CENTERLINE 4" CENTERLINE 4�A. CENTERLINE7 CENTERLINE 4*' 7 4�� EXTERIOR ----4 1--3.22- EXTERIOR 3,22-L-4 EXTERIORR 3-IMCK CLUSTER ICY 3-7pkcXCLUSTERICS, 3-TRACK INTERMEDIATE 3-YRACKINTERMECIATE - 34RACKINTERMEDIA'FE ANCHOR LOCATIONS ANCHOR LOCATIONS 'WARCHORLOCATION 1+2'ANCHOR LOCATIONS '+S*ANCHORLOCATIONS ASTRAOALOR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK— CENTERLINE CENTERLINE CENTERLINE CENTERLINE4% CENTERUNE 4!' it 0 /a– m EXTERIOR EXTERIO 3.22' EXTERIOR .2r EXTERIOR —9,21' gKwlpf� ID 4-TRACKCLUSTER v 4-TRACKCLUSTFR 4-TRACK INTERMEDIATE 4-TRACKINYERMSCIATE ID 4-TRACK INTERMEDIATE '03"ANCHORLOCAMONS -GS-ANCHORLOCAr(ONS 1-11 ANCHOR LOCATION *-r ANCHOR LOCATIONS NOTES! FIGURES FERTAIH 70 THE FOLLOWNG SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEOINTEANCHORLOCATION& 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 2 976" DISTANCE IS 2.376' 2)TRACK-TO-TRACK FORALLSILLS: DISTANCE IS 2.376' W2.376" FOR ALL SILLS: PRODUCTIRENEWED as tdI Headlslli +IPIC,In with tho Fl.dda LYNN HOA-Noa% 15-1210.01 11' fy—h.k CLUSTERANCHORLmllous: Exp1milon Date 04114/2021 No,50705 VINYL SLIDING GLASS DOOR NOA(LM) JAI 10=115 0, Miami ado Prodomt coetro ANCHOR LOCATIONS A 112?1 J ROSOWSKI 0. T IE114 T,I E r CERT.OF RUTH,#20268 Ht Tj jffl I , 1070 TECHNOLOGY DRIVE T 1 1141 , "'ONAl. P-hook 1 7 N.VENICE,FL 34276 A.LYNN M=P.E. 1(941).480-1600 1 SGD-5570 NTS III II OF 21 11 MD-55-10.n 1$1 P 1 . ................ HEAD CLUSTER ANCHORS LAYOUT: HEAD INTERMEDIATE ANCHORS LAYOUT: A1=OR ASTRAGAL OR PANEL 4 INTERLOCK-1 4' PAN CENTERLINE 4" CENTERLINE PANEL 4- CENTERLINE NT NE CEERLINE I -- CENTERLINE NE EXTERI E3221- EXLER199 EXTERI A& — 4 P32 2 2-TRACK CLUSTER•or 2-7RACK CLUSTERW 2-TRACK INTERMEDIATE V 2-TRACKINTERMWIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '-I*ANCHOR LOCATION *+2'ANGHOR LOCATIONS *-WANCHORLOCATIONS ASTRAGALOR ASTRAOALOR PANEL INTERLOCK— PANEL PANEL rENTERLINE 4" CENTERLINE CENTERLINE CENTERLU* 4.76" CENT"- -3.22- EXTERIOR 3 92u EKT Rm EXTERIOR EXTERIOR '5 3-TFACK INTERMEDIATE 34RACK INTERMEDIATE 3-TRACK INTERMEDIATE .3-7RACKCLUSTFR'C*r 3-TRACKCLUSTFRICV \n/ '+VANCHOR LOCATION '+2'ANCHORLOCAI[ONS '*W ANCHOR LOCATIONS ANCHORLOCATIONS ANCHOR LOCATIONS ASTRADALOR ASTRAGAL OR PANEL INTERLOCK INTERLOCK— PANEL PANEL CENTERUNE 41'� CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE 4" X z A 41 r EXTERIOR 3. P�RIOR EXT M rMRIO—Ft I EXTERIOR 12- \n/ 4-TRACK CLUSTER v 4-TRACKCLUSTEft 4-TRACK IWERMEDIA7E 4-TRACK INTERMEDIATE'Ir ID 4-TRACK INTERMEDIATEW '037ANCHOR LOCATIONS 'WANCHORLOCATiONS �+VANCHORLOOATION ANCHOR LOCATIONS ANCHORLOCATIONS NOTES: FIGURES PERTM14TOTHE FOTWNW—KEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, NOTES: INTEWAS014TEANC.11ORLOCANONS: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2,376" 2,375" W 2)TRACK-TO-TRACK FOR ALL HEADS; DISTANCE IS 2.376" FOR ALL HEADS: PRODUCT RENEWED ok�j LYNN as compslin 0 Florida with th e rIOURESPLHIZAIRTOTHE LLOMRO Jamb 1 5 Building ode NOA-No. 15-1210.01 Gjfl CIOSTERANCHOR Z: Expiration Fiala 04/1412021 Na.&6705 VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 Miami- Product Can# ANCHOR LOCATIONS B .14 J ROSOWSKI rol WlAllt tum ......... NN —1(tv IHeadlSAl C3 1 CCRT.OF AUTH.02929B 10AW Jamb 6 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 (941)-480-1600 BGD-557011A.LYNNMILLER1 NTS 1 12 OF 21 Jill MD-5570.0 01 Nie�� MURES PERIAW701HEF'oummom MCHOR LWARONS. P-HOOK ANCHORS LAYOUT:• JAMB ANCHORS LAYOUT,(PARTIAL VIEW}: 2.3717' 4.76" 7.125.' MAX. 1- 211Z 21.6" 21.6' 1 Head/8111 I C�-+l MAX. AX, I _P-hoDX 1- 7 O.C. EXTERIOR O.C' MTERIOR O.C. EXTERIOR —ET E5-- OPT.ANCHOR TOAIDIN\ MAX.kjX. C. ALIGNMENT 6.. TES: MAX.. MAX. MAX.X .1)STANDARD ANCH013 LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY 2-TRACK FRAME I 1-TRACK FRAME. i 4-TRACK FRAME BE LOCATED IN ADJACENTTRACKS JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PEREND@I X.600" PER END@VX.500 PER END@ 1-X.500" SILL SIL EXTERIOR SILL FXTERIOR EXTERIOR (3)TRACK WEEP HOLES 6"MAX EVERY 24"@ (6)TRACK WEEP HOLES (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24" '0,11.126° EVERY 21V'@ IA25-X.19V:—/ 24"01.376"X.600" (1)WEEP NOTCH EVERY TO AID IN— ALIGNMENT 24 (i)WEEP NOTCH EVERY 24"0 1.375-X',600" 24"@ 1.375-X.600" NOTES., 1)SEE TABLES A&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUI_ PRODUCT RENEWED it !1'fj'/ OF ANCHORS REQUIRED IN THE P-HOOK. as complyin with the Florida I-WIN 4, Ilding Co ati 1/1 �T 00 OA-No. tiouRFsPERTAuiToiHaroLLowtHapocKEroj.w (P40MIANCHORLOCADORS: Expiration Date 04[14/2021 No.w/05 14 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By Marn Dad2, _nduCt Control 1'r 01 ANCHOR LOCATIONS C J ROSOWSKI fC ' a ITAI�-I � 03+1 CERT.OF AUTH.0202 Do ....... Jamb�111070 TECHNOLOGY DRIVE P-hook 7) N.VENICE,FL 34276 P. A. p LYNN WILER,P.F- P (941)-480-1600 JJTSGD7-6570=INTS 111 13 OF 21 11 MD-5570.0 Jill _# HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL,90°CORNER CLUSTER ANCHORS LAYOUT: PUF'iLovnNoavc"o"R°eneaL AHCHORLOOATIONS: 90' Ar 4 4" 4" 4" 4° L1. 4° 4° a" d Headisul ' i rlvdo Jamb 5 3.22" EX......... 2 TRACK 9D'CORNER `"� P•hoOK 7 'CO ANCHOR LOCATIONS V 'CV ANCHOR LOCATIONS 2•TRACKSO.00RNER ES(TERtOR 2-TRACiC80'CORNER EXTERIOR (USE WHERE'Gb"19 SPECIFIED) (USE WHERE TV IS SPECIFIED) 'CI•ANCHOR LOCATIONS �Y"I-'— `CS'ANCHOR LOCATIONS (USE WHERE`C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) V It1 M HI e Li PRODUCT RENEWED a" 4; a" 9 d" a9 oomp)99In with th*Florida BOA.-No 4oto t:Da-Hc. 15'1210.01 8xplmflon un(904/14/2021 a° a" a° a° 9 By CAtomt- product control EXT£RtOR 8.22° ER)OR EXT —3.22" 1 o & 1 3.22" 3-TRACK 90"CORNER I�"— 3•TRACKSVCORNFJi n 'C4'ANCHORLOCATIONS V 'CO'ANCHOR LOCATIONS V 3-TRACK SD*CORNER EXjR.3f I0R $TRACK 00-CORNER EXTERIOR (USE WHERE'CS'IS SPECIFIED) (USE WHERE'C5.19 SPECIFIED) TA'ANCHORLOCATIONS `CS'AHCHOR LOCATIONS (USE WHERE 103'IS SPECIFIED) (USE WHERE'CO-IS SPECIFIED)lo . 4" = No.587tb5 1r' 4' a" ° u c JO"A.�Z157 ''Wu. ST EXTERIOR 3.22" EXTERIOR 4n 322" it SStQNAX-1p � 4•TRACKGO'CORNER ----- 4-TRACK 00'CORNER EXTERIOR EXTERIOR EXTERID jq `C4'ANGHOR LDGATIDI43 Tr ANCHORLOCATIONS 4TRACKSO•CORNER (( 4-TRACK 90'CORNER •.11111llt (USE•WHERE'C3"IS SPECIFIED) (USE WHERE-CS' SPECIFIED) "C4"ANCHOR LOCATIONS Cf <-06-ANCHOR LOCATIONS (USE WHERE'C3"IS SPECIFIED) (USE WHERE-CE"13 SPECIFIED) A.LYNN MILLER,RE. NOTES: Px,O sar93 FIGURES PE RTNNTOTHEFOR.ON7NG9D'CORNER i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HFAOANOxoRLOCATr9HS: �VINYL SLIDING GLASS DOOR NOA(LM) 19110105/15 90" SIILS DEPICT ANCHOR QUANTITY AND SPACING.AND OR'OUTS D (SHOWN) O E AND IN DE CORNER CONFIGURATIONS. � LD BE Head/Sill1MILARRATIONS. ANCHOR LOCATIONS D J ROSOWSKI _ — Jamb E 3)TRACK-TO-TRACK0 � P•ho0k 7 DISTANCE IS 2.376" 2.376" W2.376" CERT.OF AUTN.l1292S8 FOR ALL HEADS ANDSILLS: 1070 TECHNOLOGY DRIVE N.VENICE.FL 34275 (941)-4804600 I 11ISGD-6570111NTS 111 14 OF 21 Jill MD-5570.0 Jill GURES PERAIN TOTHE HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLFILOVANO 1311'CORNER SILL ANCHORLOCATIONS;' 185 4- 4!' 4' 4- e4" 0 EXTERIOR 0.111OR R Ws EST El 3.202" EXTERIOR 99ER1011 Cny 4' 4, e— I F-hook 1 7 2-TRACK 13WW CORNER 2-TRACK 13W DOWNER 4" n 2-TRAC0K13W CORNER V 2-TRACK 13V CORNER 'C4'ANCHOR LOCATIONS CS'ANCHOR LOCATIONS '04'ANCHOR LOCATIONS 'C6`ANCHOR LOCATIONS (USE WHERE'C3' tu 13 SPECIFIED) SE WHERE'C5'IS SPECIFIED) (USE WHERE-CY 13 SPECIFIED) (USE WHERE'C6'IS SPECIFIED) 4" 4" 4" 4�' PRODUCT RENEWED 4�' as cor"FlCodeln with the Florlda 4" BuIldIng NOA-ma. 15-112110.01 r expirattee vat.04/14/2021_ EXTERIOR EXTERIOR Ex L'� ig 'R 715RIO—Ra EXTERIOR —.4 3.22" rylylitprodut COFW�o .3-TRACK JW CORNER 3-TRACK135*00RNER 3-TRACK135'COWR 4-TRACK1135'CORNER C4'ANCHOR LOCATIONS 'W ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) '04-ANCHOR LOCATIONS "Cli'ANCHOR LOCATIONS (USE WHERE-05-IS SPECIFIED) (USE WHERE-CW IS SPECIFIED) (USE WHERE'CS'is SPECIFIED) 4" 4' 4" A4' LYNN 4' No.54705 st 9�TEIOREXTERIOR EXTERIOR 3�WEXTER11 1I 0%I • A' or Iji qlj 4-TRACKi35'CORNER 44RACK 135*CORNER ......... 4,TRACXi3VCORN9Ft 4 TRACK 13r CORNER 'p 'CO'ANCHORLOCATION9 C4"ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) '04'ANCHOR LOCATIONS 'CW ANCHOR LOCATIONS i II (USE WFIERE-CW 19 SPECIFIED) WHERE--r IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) A.LYNN MILLER,RE. NOTES: P.E-958705 FIGURES PERTAIN 70 THE FOLLOM46136-COhNSR 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, HEADANWORLOONTION$- • — VINYL SLIDING GLASS DOOR NOA(LM) JA 10/05115 135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 114ri J ROSOWSKI 1 0 HoadlSill I Ml lur . . I Jamb 1 5 3)TRACK-TO-TRACK ! - -9; L_P4MX 1 7 1 DISTANCE IS 2.375' 2,3715" t ' 2.3701 CERT.OF AUTH.b 02 FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 3427 (041)-4804600 SGD-5570jjj:NTS]_JVjf5OF21 jj�j MDZ570.0 Jill HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL SILL SPLICE ANCHORS LAYOUT(a)-INTERLOCK OR ASTRAGAL: f7la—uncs PERTAW TO nit FOUOMO 5PUMV SIM ANCHOR LOCATIONS: SPLICE -FEIOL LIC _ SPLICE4" LOCATON LOCATION —F rF 9XTER R 3.22' m9F.19-m 3.2r EXTERIOR J�L EXTERIOR 2-TRACKSPLICIF ZTRACKSPLICE 2-TRACK SPLICE 2-TRACK6PLICE N. �&b Rs '"ANCHOR LOCATIONS' C6. '04-ANCHOR LOCATIONS 7 ANCHOR LOCATIONS (USE WHERE'CV IS SPECIFIED) (USE WHERMW is SPEC (USE WHERE-C3-IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE W. LOCATION'" i LOCATION r-'4.75" LOCATION 4 Looxrtott-D 4�' PRODUCT RENEWED EXTERIOR 0 EXTERIOR 4 Be cam Itus with the Florida ,didg; 4?' EXTERIOR --4 1—3.ir -EXTERIOR 3-TRACKSPLICE , do 3-TRACKSPLICE 3-TRACKSPLICE 3-TRACKSPLIC Cw ANCHOR LOCATIONS NIDA-No. IS-1210.01 \U -Cv 'C4 ANCHOR LOCATIONS ANCHORLOCAMONS �w ANCHOR LOCATIONS (USE WHERE'Cr IS SPECIFIED) (USE WHERE-CV IS SPECIFIED) Expiration onto 0411412021 (USE WHERE'C3-IS SPECIFI ED) (USE WHERE-CV IS SPECIFIED) By Miami d duct Control SPLICE —4.75" SPLICE SPLICE SPLICE SPL 0 01"o t4` LOCATION—� LOCAM 4- LGCATIOi LOCATION 0 0 r I 4- EXTERIOR EXTERIOR 3,22' EXTERIOR 21 4-TRACKSPL(CE 4-TRACKSPLICS \G 4-TR&CX$PL(CE 4-TRACKSPLICE 'C4*ANCHOR LOCATIONS 'WANCHORLOCA71ONS 1CrANCHORLOCA7IONS 'CS`ANCHOR LOCATIONS (USE WHERE-CY IS SPECIFIED) (USE WHERE TV IS SPECIFIED) USE WHERE-CS'IS SPECIFIED) (USE WHERE-CV I$SPECIFIED) z ST,ftlfi NOTES: && 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 70NAI FIGUFkESPERTAIN70114EFOLLOWINGSKICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLEN P.E. FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 0. MEN 58705 3)TRACK-TO-TRACK A VINYL SLIDING GLASS DOOR NOA(LM) 1 10105/15 DISTANCE IS 2.37511 61 51 FOR ALL HEADS AND BILLS. ANCHOR LOCATIONS F 4-1 J ROSOWSKI CERT.OF AUTH. K 1 M 1HosdtSltl C3 i 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED Jamb 6 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 P-h00% 7.... (941)480-1600 JSGD-557o1��16OF21 MD-65770.0 .......................... ............ PANEL PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES OUTSIDEW INSIDESO' OUTSIDEIW INSIDE 135- DOUBLE TYPES SINGLE SINGLE FIXED LOCK$TILE ASTRAGAL 'ASTRAGAL ASTRAGAL ASTRAGAL c INTERLOCK ASTRAGAL INTERLOCK INTERLOCK STILE W7 HANDLE a ASTRAOAL ASTRAGAL INTERIOR OR OUT IN BOXOUT OXIN RECEIVER RECEIVER RECEIVER RECEIVER EXTERJORGLAZED DOUBLE m LOCKS11LE INTERLOCK SINGLE E F PP i INTERLOCK LOCI(SITLE ASTRAGAL OUT cL K L L TC TA TV , TW muom IOWA) SINGLE SMLE DOUBLE INTERLOCK CO�= B H P A C C SC SA SV SW SD INTERLOCK EL-11Q INTERLOCK W IN CL FIXEUBLE STILED RR R S FC , FD FV FWI A INTEDORLOCK [3-,,,-4:1 LOCK"Lr -V --!!�oun mox R4 W LOCKSTILE u A -j WILANDLE ASTRAGALLOCKSTILE ASYRAGALDOUBLE 80xOUTLR" T U DS INTERLOCK INtERLOCX LL Lu ASTRAGAL BOXIN T U —m-mfL— :j OUT.go- RECEIVFRAGARutEr-- CT CS CF uJ ASTL z < INL go- ASTRAGAL RECEIVER,P= AT AS DF VT VS VF OUT.135, PRODUCT RENEWED –r-' ASTRAGAL aL ou complKnx with the Florida RECEIVER BuRdIng Code 135, NOA-No. 15-1210.01 ASTRAGAL RECEIVER 4AE� WTI WS WF Expiration Date 04/1412021 raIGmI-Fja"Prcdmct Contra] LEFT BIGHT PANEL PANEL STILE, WILE, PANELTYPE"F'SHOWN. PANEL NOTES.- LYN 1)SEE OP/ANCHOR TABLES I&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(L 101051151 No.58705 NOT AVAILABLE. M) 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL,CONFIGURATIONS IS 60'. PANEL TYPES J ROSOWSK) I ti q SIA E 0: 4 CERT.Of RUTH.029296 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH *TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-400-1600ts GD•5570111 NTS 111 17 OF 21 RI MD-5570.0 1�91 &LYP.NN MIU58705SR,P.E. II — E,* 6.875 291 001 10.635 .640 126 550 .762 .4 t030 om I _ 100._1 2 .600 .301 J I I". SCREW @ INTERLOCK CAP, 2 TRACK HeADIJAM13 4 TRACK SILL Ocavr:R(Pvc) ANCHOR PLATE TRACK INSERT EXTENDED POCKET 6.178 100.0 .262 231 .060 2.060 100-M .062 1.013 8, t .080 250 8.260 IA35 f II II t .100 A &E� LEI, -Al_ RACK .94 �Wo 13 4--.062 '060 1W f . @ SILL T I H ❑-looJH L BOTTOM RAIL @ FRAME SILL @ P4iOOK ADAPTOR (R P-HOOK COVE SUPPORT ADD-ON 3 TRACK HEADIJAMB 3 'RACK SILL 094 125 -.640 291 Oef:=��f.22IIEff;S 2141 --10.625 $.Ono 7 -5.876 2W .076 6 .626 1--2.60741 100 _T f- 1.813 rl 1.681 1--,062 F:2�1 ,OOjEJ OEXTENDED =REINFORCE E�NT REINFORCEMENT RCE kuFl I tKEEPER@ FIXED PANEL CLIP (&RE'NFO M" A KEEPER @ BAR COVER BAR PLATE @ 4 TRACK HEADIJAMB 2 TRACK SILL -2,511 2.838 5B76----7' 5�00W .1 WD "E F--;.j I R R @ 1.570 1.625 1.695 1- 1.695 -.300 2.608 .080 B 3 2.073 _L; - 2 Z A-0 4.635 4.279 2.833 2-368 -92.76 2.025 312 2.21 IS INTERIOR JAMB COVER .300- .070 6 1 1 L F 0 1 8 ADD 3A83 -.126 0 07' AOD L11-P-099 L -ODD .4 4-.188 Ff__l_I L fl--2 7104 1.875 PRODUCT RENEWED .1920 2.201- 100 - as campiglnx with the Plorlda .120 --*4t--A82 .120 1-.182 @PANEL STILE,Top Building o a Q ANDS @ TOP,BOTTOM @ INTERLOCK.300 @ INTERLOCKA00 AS7RAGAL NT @EXTENDEDPOCKET @INTERLOCK @ ASTRAGAL ADD-ON OA-No. 15-1210.01 AND STILE AND STILE REINFORCEMENT, REINFORCEMENT. WEINFORCE INTERLOCK ADAPTER ADAPTER AND BOTTOM RAIL IN REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Datc,0411412021 3A52 REINFORCEMENT 3.326- 1 3.346-- NOTES': MBY. e!� product_ . aml-v contrai 1.472 919 1)SEE SHEET 4 FOR 125 &M 117' SILL RISERS. .126 .200 3.713 000 1 C .126 .000----, 3.345 2A75 04 3,247 2)SEE SHEET 20 .070--l-1 FOR SCREEN PARTS. _7ZI A .300 1.170 229 @135°CORNER oi3V CORNER @135*CORNER @136'CORNER 39 ASTRAGAL go'CORNER @ 80'CORNER 3)ALL DIMENSIONS ✓ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL 40 ASTRAGAL CAP. ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR jyj4N -1.912 012 .210 .262 173 11110/05115 VINYL SLIDING GLASS DOOR NOA(LM) 1.281 -062 1.2161 !1.,21 j �&-j J ROSOWSKI fl2l EXTRUSIONS Ti.261 201 80p7110- Ttiv @1-11191 @1-1 6 u3me. SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD CERT.0-AM.929200 ........ . 1070 TECHNOLOGY DRIVE N.VENICE FL 34275 (941),480 4600_ 111FSGI66�70JNTS JTi8OF21]9T1MD_55TO10 A.LYNN MILLER.P.E. 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD ATTACHMENT CLIP INTO INTO FRAME TYPE AS USED JAMB& HEADER ASSEMBLY (4)ANCHOR PANELJAMBINSTALL ONE BLOCK AT 04 IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK. BLOCK nn TABLE A,SHEET 1 TABLE I AT ASTRAGAL,INSTALL (3)g1ox ONEBLOCKTHAT (3)*8 X 1.5I SMS I---- SPANS BOTH PANELS. 13 sms HEAD HEADER L FIXED FIXED PANEL CLIP INSTALL ONE iCLIPAT THE (2)114" PANEL MIDSPAN OF EACH rI I FI)(rn X 2-1/4"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. 40" D #Bxl"r11 ( sm7 tup #10 so 21 BAR COVER X21 SMS 22 REINF.BAR Vax KEEPER to JAMB TO KEEPER TO JAMB SILL ASSEMBLY ATTACHMENT LOOKING JAMB PRODUCT RENEWED as comeslynp with thip Florida RE.INFORCEMENT PLATE WittinCode HOA-No. 15-1210.01 ATTACH WITH#8 X 1-114" 4-PAN K KEEPER ss @ 34-1/2"MAX O.C. 0 HO N Expiration onto 04/1412021 a"duct Control 4) lox ee 2-SMS INTERLOCK INTERIOR so CLIP COVER ONTERLOCK NOTES EXTERIOR REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. BOTTOM RAIL 8#10X 3)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. "X(mily Z" tt SUPPORT 2-112"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,-IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. N (2)#10XI-SMS; VINYL SLIDING GLASS DOOR NOA(LM) 1A 10/05115 Nn.00705 $r I§ THROUGH SUPPORT, INTO PANEL @� PANEL ACCESSORIES INSTALLATION J ROSOWSKII 0#10x ASSEMBLY ur INTERLOCK SILL RETAINER I-lir SMS ST 'p ALL PANEL CORNERS CERT.OP RUTH.020296 RAI CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 I (941)-480-1600 SGD-5570jfNTS 111 10 OF 21 91 MD-5570.0 91 A.1111.11ILLE11,11 1F.E.q 6870 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: An 12a �� a ❑Q taa taz 103 J "t J23 °a(e� �I 121 1331 tsa 12e t i0s - tta HORIZONTAL SECTION EXAMPLE t3a HORIZONTAL SECTION EXAMPLE tib _ 33 102 31 131 121 108 c.c __�W� �,4 1OORr�3 6 Q t14 122 t " D lib �- tt0 t O `✓ HORIZONTAL SECTION EXAMPLE too 11 11�� 120 104 702 HORIZONTAL SECT ION 117 1.081-�-t (-+- �{ 1.081 EXAMPLE qa8 1.778 .935 .876 }r— $75-�j 1.020 r -*o+ 060 -4 .0.050 .045 �- I •rt-} 12n SCREEN 12t SCREEN 1z2 SCREEN OXO 1.993 1.003 1.874 FRAME SIDE RAIL, ASTRAGAL RAIL LATCH ADAPTER PRODUCT RENEWED --.052 ti+•-,002 — A62 no cora 1yIng with tho Florida 10o BOX SCREEN 80XSCREEN BOX SCREEN Building Coda TOP RAIL tot BOTTOM RAIL 102 SIDE RAIL }! r— 1'435 HOA-No. 15.1210.01 ' 10217778--5 7K.062 expiration onte04114J2021 F ,040 BY »3 »a 1.020 �^+- 1.593 128 I Mlomi_Badm duct Control --x11.373 r- 1z0 t23 12a FRAME SILL 4 tot 2 -983 2 4 a ASTRAGAL SCREEN iuOrs�e J ,055 133 ADAPTER ADD-ON o124 - tm -► .002 "{ ?+......372 (: BOX BOX OX SCREEN SCREEN N - tos toa SCREEN toa OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER t ri t i h r EXAMPLE VERTICALEXAMPLE !ON NOTES: `\�� Otiy{LYNN 4���i1��. 1.808 1)ALL DIMENSIONS IN INCHES. E ., ,r 1.343 055 "--i 1,A87 :' 1xCrNs F; A56 � IIA87 r- 1.510 VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 rr?' N0.s1)705 ." -~ -,080 SCREEN DETAILS J ROSOWSKI =.q 148 ASTRAGAL m7 XSCREEN SIOL ILLADD-ON S°O AND JAMB ADD-ON ® ,BOX SCREEN HEAD � FLORtf11,. ti�{.`� ADAPTER 10ERT.OFAUTH426286 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 - a.Lvrt11e1u11'aii P.P. (941)-480-1800 SGD SS70 NTS 204E 21 � MD-5570.0 @ P.flfl a87aS TABLE C: TABLE D:BOX SCREEN # Part# Description Material # part Description Material # Part Description Material 1 19001 2•Track HeatYJamb Rigid PVC 42 18085 Sld Riser-(2.117') 608376 Alum. 100 12260 Box Screen Top Rall 8083 T6 Al 2 19002 2-Track Sig Rod PVC 43 19022A 8111 Riser-(31/Z') 8p63T8Alum, 101 12257 Box Screen Bottom Rall 6D83T6A] 3 19025 3.7rack HeadrJamb Rgld PVC 44 19D23A SIB Rser-(4.1118") 606316 Alum. 102 12258 Box Screen Side Roll 6083T6 AI 4 19026 3-Track SM Reid PVC 45 19024A Bill Meet-4.6(6'1 600T6Aturr 103 64428 BoxScreanIntelock 6083 T6 At 5 19027 4-track Head/Jamb Plod PVC 60 718NOW .1ST'x.320"Fineeal(Stile) 104 17MM Box Screen Snap-on Bug Flop 8083 T6 At 6 19028 4-Track SIB Rigid PVC 61 71896K 1.112"x V x 314"Fin Seal Dust Plug 105 6434.5 Box Screen 0)0 Astrogal Adapter 6063 T6 Al 7 19009 Frame Screw Corer Rgid PVC 62 71690 Duel Plug 108 17348 Box Screen Astragal Adaptor W6375 At 8 19031 Anchor Plato 6083-TO Alum. SO 419041 Interlock Glp Cover PVC 107 18039 Box Screen Frama 8111 Add-an 606310 AI 9 19DD7 Track Insert 6MMAlum. 61 70163X Tandem Roller Assembly B9 108 1D038 Box SeieenHeadlJambAdd-on 6063 TS Al 10 19084 Interlock Cap-Extended Packet Rigid PVC 62 78163N Tandem Roller Assembly Nylon 109 72OXlX #14.20 x 1"MS @ T Rall SS 11 19038 Bottom Roll Support 8063.78 Alum. 63 78X/6FPTX #8 x 314"Ph.FH SMS @ Roller&Relnt SS 110 720X112X #14.20.x 1-117'MS(�Bottom Rail SS 12 19008A Outer S81 Cover 6083 MAlum. 64 41DO42 Frame Header Block Nylon 111 71793G Welp..270"x AW'-Fln Seal 13 19011 SIO Track Cover Rigid PVC 65 48062 Rd lar Ad).Hole Plug PVC 112 61606K Wet P,.1ST'x.600'@ Bug Flap 17 10032 P•Hook Adapter 6063•TBAlum. 68 44386 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller lon- 18 19020 IP-Hook 6083TSAlum. 67 70X114FPTX #8 x 1-114"Ph.FH SMS @Bumper Stop 6B 114 7SRAX HD Roller SS 19 19047M Extended Keeper 8083.78 Alum. 66 716960 till Plug PVC 116 tones Screen Locking Henbare Steel 20 10029M Keepar 6083.78A1um. 69 76186X Gemini Mortise Lock wilong Tdm plate MOMS 116 418053 Screen per Steel 21 18014 Reinforcement Bar Cover Rgid PVC 70 71032XiFPFX 10.32 x 1"Ph.FH MS @ Lock SS 117 76X1PPA #8x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 6005-76 Alum. 71 varies Handle Kit Cast Zinc 118 1892/3/4 ScmenSpline•,1t0'&.1W' Vinyl 23 19037M Fixed Panel Glp 8063-76 Alum, 72 19054 Interlock Retainer GI . Nylon 119 1B18C?A Screen Cldh Fiberglass 24 10036M Reinforcement Plate 6063.78 Alum 76 Kommeding 4SG TPS Spacer System TABLE E:STANDARD SCREEN 26 19017M Top Reil,Bottom Rall and Lockellle 6WS-76 Alum. 76 Quanex Super Spacer WrWill Hot Malt Butyl 10 for Sao Sheet 28 19048 Reinforcement 00M its 77 QuanexDuraaeel Materials # Part# Desorlpllon 003Tal 27 19018M interlock.300 Relnforcoment,Std B005•T6 Alum. 78 Cardinal)( Edge Spacer 120 12033 Screen Frame Reil 6083 T6 Al 28 19D13M Interlock ADD Reinforcement,HD 6005.75 Alum. 79 Dow Caning 995 or GE-7700 Backbedding Silicone 121 12026A Screen Frame-Side Rall(Latch) 0083 TS Al 29 19019M Astragal Reinforcement 600&T6 Alum 80 19090 7116"Square Bead Rgid PVC 122 17383 Screen OXO Astragal Adopter 6063 TSAI 30 19083 Extended Pocket Interlock Adepts 6083-MAlum. 81 7116"Beveled Bead Rgid PVC 123 4853K Soreen Vinyl r Astragal Ad Adapter 6083mlild PVC 31 18008 Interlock Adaptor Rigid PVC 82 10044 1-1118"Beveled Bead Rgid PVC 12A 190128 Frame BIII Screen Add-on 8083 T8 At 32 19008 Astragal Add•on Rgld PVC 83 19046 1.1116'Ogee Bead Rigid PVC 125 6FP05K Bug Flop,85+1-5 duro. Vinyl 33 1 DD04 Panel Stile,ToplBottan Rail Rgld PVC 84 19016 1-3116"Ogea Bead Rg1d PVC 126 78X112PSAT8 #6 x 1412`Ph.PH SMS(Aseembly) 9S 34 1DD40 Interior Jamb Cover 6083.76 Alum. 85 71726K Setting Block 112"x4"x 11101,85+/•6 duro, Neoprene 127 712027 Comer Kay Wheel Assembly(Standard) Nylon 35 19078 135•Comet A9lragel 806378 Alum. 86 71726K Setting Block 1"x 4 x 1110",85+1-6 duro. Neoprene ,128 7120278$ Comer Key Wheel Assembly(HD) SS 36 19077 135°Caner Astragal Pasahe Mount W6376 Alum. 90 781PSTX #8 x 1"Ph PH SMS @ Frame Assembly SS 129 varies Screen Looking Hardware Steal 130 710Xr4PPSDAX #10x314'Ph PH SMS(d Screen Asl. 6S 37 19079' 13V Coma Astragal Cep-Ext, Rgid PVC 91 7OX114PHPT41OX #8 x 1.1/41 Ph.PH SMS @ Relnt Bar SS 38 19080 135°Comer Astragal Cap-Int. Rigid PVO 92 71OX1PHPT1&8X #10 x T Ph PH SMS @ Rall support as 131 70X12PPSMSX #S x 1/2'Ph.PH WS @"rAst. SS 39 1 I078 90°Caner Astragal 808378 Alum. 93 710X116PPX #10 x 1.1(2'Ph.PH SMS @ Fxd.Pal.Gip SS 132 1892/3/4 Screen Spline-.145' Vinyl 40 19081 OD°Caner Astragal Cap-Ext. Rgid PVC 84 710X2.6PHPT18.8X 410 x 2.112"Ph.PH SMS r�Relnt PletelAel. SB 133 1818C20 Screen Cloth Flbef9leae 41 191782 19W Comer Astragal Ca -Int. Rgld PVC 95 71420)2.26FPFX #12 x 2.114'Ph.PH SMS @ Hdr.Block SS 98 710X1.76PPX #1D x 1.314"Ph,FH SMS @ Keeper SS PRODUCT RENEWED 97 710X14PPX #10 x 31A"Ph.PH SMS @ Ext.Pkt.Int. 83 as coBuildng lie�with the Florida ��O�y LYNN 4fj����i�� NOA-No. 15-1210.01 `��.`•�% .......ICENSC•'•;'��� ixplratton D 04/14/2021 R3 VINYL SLIDING GLASS DOOR NOA(L6M) 10/05/1Dy No.r,870 r Y ---- Mlaml- Product Control _ 'y .• @ G. PARTS LIST 8� J ROSOWSI<I 0 �2 l5 ib W, =7U STXf r/: CERT.OF ALITH.920208 •���CQ/0 1. NOTES: 1070 TECHNOLOGY DRIVE "'I"111110 IV/ 1)ITEMS-114.16,48.40,63-50,73,74&87-80,08&99 ARE NOT USED AND N.VENICE,FL 34275 A.LYNN MILLER,RE ARE NOT PART OF THIS APPROVAL. (941)•480-1600 I 11ISGD-5570111NTS If 21 OF 21 MD-5570.0 i P.E.e69705