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HomeMy WebLinkAboutProduct Approval (3) 9/30/2016 Florida Building Code Online rw Ow ki � a BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search db......r Product Approval Wit I USER:Public User t Product Approval Menu>Product or Appllatlpn Search>Application List>Application Detail Y Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQmdDgsEt2PTand5bm5ECcrlFWoG42oojLRl%2bls%3d 1/4 9/30/2016 Florida Building Code Online Design Pressure: N/A Installation Instructions ' Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.10.Ddf j (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) I Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes i FL251 R28 C CAC 15-0609.10 DR.Ddf Approved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A l Installation Instructions Other. Please see Miami-Dade County Notice of Acceptance ? FL251 R28 II 15-0609.10 DR.odf (NOA)for product performance information,anchorage 1 Verified By: Miami-Dade BCCO-CER details,and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other. Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0612.06 LM.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. i Created by Independent Third Party: Evaluation Reports I Created by Independent Third Party: 251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.Ddf Approved for use outside HVHZ:Yes ]i Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0612.07 SM.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use ;Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.02.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210.02.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12SGD 5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210,01.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 R28 II 15-1210.01.odf (NOA)for product performance information,anchorage 1 Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. 1 Created by Independent Third Party: I Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455 275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: a]® ,E—E M https://fl oridabui I di ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoG42oojLRI%2bls%3d 3/4 M IAMDADE MIAMI-DADS 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 NOTICE OF ACCEPTANCE NOA www.miamidade.eoy/economy PGT Industries 1070 Technology Drive, North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"5570/2770"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. MISSILE IMPACT RATING:Large and Small Missile Impact 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#15-0409.02 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.Plasencia,P.E. NOA No. 15-1210.01 =MIAMI&ADE COUNTY ' t? Expiration Date: April 14,2021 (( Approval Date: March 3,2016 2 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. 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. 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 NOA No.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 diagram 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 Idalmis 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-I thru A-22),dated 11/19/10, signed and sealed by Jorge A.Causo,P. E. (Submitted under NOA No. 11-0107.04) 8 Additional test report No. FTL 6637 (samples A-1 thru A-5)per TAS 202=94, issued by Fenestration Testing Lab,Inc., dated 12/06/10, signed and sealed by Jorge A. Causo,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.Plasencia,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(51k'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 BLE A: SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR o7 BL Anchor Substrate Frame Member Min.Edge Min. •MIN.OF3THREADS INCLUDING POCKETS &900/1350 CORNERSOUPI Distance Embedment SUBSTRBEYOND T THE METAL ..Southern m ea axt SUBSTRATE.METAL GENERAL NOTES: 112 sled SMS 8G=0.65) P-hook 9118 13/8• SUBSTRATE TO MEET MIN. Aluminum,8083-76' HeadlslluJerab 318' 118' 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (G5)or 410 S.S. STRENGTH AND THICKNESS .125'min.1Mokmee P-hook 318' 118' 2)DESIGN PRESSURES: SMS, Steel,A tNadlSYWemb &8' 0.060' REQUIREMENTS PER A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300, (nih 11 0.080'mitt.thickness P-hookEb 0.080 CURRENT FLORIDA BUILDING A ItxeadeAn) B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. steel Stud,A853 or.00' Head/Sig/Jamb0.071. 1 S. CODE AND TO BE REVIEWED 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 0.071'min.INcknese -P-hook 0.071'(140a.), BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114'Eloo P.T.Southern Pine Jamb 1.016• JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ullrscon 60.0.65 P-hook 1318' 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Eloo 410 P.T.6oulham Plm HsadlSllUJam1318' FOR STEEL STUDS, 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CreleFlex fiG•0.55) P-hook 1-3/8• MIN.FU-45 KSI112,sled wood P.7.6oulhern Plne Hesd/SllWam1-318' 0)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD. 6 screw 06 SG•0.65 P-took 1318' MIN.FY-33 KSI. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED Concrete P-hook 1' 1318' (PAINTED OR LAMINATED)WHITE RIGID PVC NOA 114 Elw min.2.85 kat Head/811UJamb 1.31 TRY "UNGROUTED CMU"VALUES REFERENCES(TEST REPORTS);FTL-8337,8338,8848-8849,8852&8717;EXOVA-10-002-792(A)&10-008-10231; Ulraoon Uryrouted CMU, Jamb 1' 1-114• MAY BE USED FOR GROUTED CAMBRIDGE 535753-09; ASTM 690 P-hook 1• 1.1141 CMU APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Ungrouled CMU, Jamb 1.3/4• 1149'_ HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION i/4•Elco 410 I ASTM 690 P-hook 1.314' 1.114' EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, C S.8.CreteFlex Conoreta HeadI511UJemb 1.3118• 1314' IMPACT RATING (COMPONENT REQUIREMENTS). (min.3.35 ksl P-hook I. -A, RATED FOR LARGE&SMALL 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete tiaedSYUJamh 1-117 13AI MISSILE IMPACT RESISTANCE 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. min.2.22 kat P-hook 1-112' 1318' 10)THE 6670 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 67012770 SERIES. 114'Elco 1&8 Ungrouled CMU, Jamb 7 14141 DESIGN PRESSURE RATING S.S.Appre-GalorA8TA1680 P-hook 7 1.114' P.T.southern Pim HeadIS1111Jamb 1• 1.318' SEE TABLES 1,2&B1,B2 ANCHOR NOTES: SG•0.65 P•hook 1• 148' ON SHEETS 7&8 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Concrete Hes I I Jamb 2.112 t-318- APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114'Elco min.2.85 kel P-hook 2-117 1.318' REQUIREMENTS. Ullraeon Un9routed CMU, Jamb 2.17 1.1/4• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. D ASTM 690 P-hook 2117 1.114• PRODUCT RENEWED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2•THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL Concrete FiesP-ho/Jamb 117 1.3!4' c ply In9 with the Florlds IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 114 Eleo 410 min.3 36 kel P-hook 2•U7 1318 HOA-o0 Gode B.S.CreleFlex Unprouted CMU, Jamb 2.117 1.114• Now-No. 15.1210.01 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE ASTM C-90) 2-112' 1.114' Expiration Data 04/14/2021 STRUCTURE.BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. sy 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES.............) Mlom-D� Froduat Control BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS..........2 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK. INSTALL DETAILS..............3.6 NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DIP/ANCHOR TABLE3........7 8 U LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE............................9 SUBSTRATE IS WOOD,30p FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS............10 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. STA14DAROS USED: ANCHOR LOCATIONS.......11-18 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17 INSTRUCTIONS: ASTM E7300-09 EXTRUSIONS....................18 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................19 SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 \Dp( LYN.... 1�77�i��' GLASS/REINFORCEMENT. AISIS'100.07/82.2010 PARTS LIST........................21 : VCEN8F''•_1cP 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 VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 ' Na 58705 HEIGHT. 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES ? J R030WSKI !A /IS�` :•��` SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. to 6 t<ORIOP•'' \�� 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENINGS REQUIRED DESIGN CERT.C4 AUTH.129298 + '�ss+�"••••"��G`` PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 0. A.uuNN MUER,r.e (941)-480-18A0 SGD-6570� NTS 1 OF 21 4 MD-5570.0 �4 p.Ey�ob MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH — MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH _ _ NOM.PANEL WIDTHMCONFIGURATIONS NOM.PANEL WIDTHPER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2MAX.UNIT / MAX.UNIT I MAX.UNITMAX�UNITHEIGHT HEIGHT�" HEIGHT _ � HEIGHTPER TABLES 1&2 PER TABLES 1&2 / / I PER TABLES 1&2 PER TABLES 1&2J1-PANEL 2-PANEL 3-PA4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS — UN MAX.UNIT WIDTH — MAX.UNIT WIDTH — — NOM.PANEL WIDTH L WIDTDTH NOM.PANEL WIDTH NOM.PANEL WIDTH �� PER TABLES1&2 PER TABLES 1&2 PER TABLES 1&2 i MAX.UNIT rt� n W 4) I HEIGHT no e MAX.UNIT + I ! I l / I MAX.UNIT , j I PER awn HEIGHT 3 ll�� �7 Ft� / Ik HEIGHT ® (�) TABLES 1&2 / PER TABLES 1&2 / Ig PER TABLES 1&2 / 11 1 / / / / aicrrEr I� 1 / / / / / .acnEr I� 1 `• 5-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CF] CORNER.TYR - V/ oursioe canreMlwvnl aaioe waren awnur PRODUCT RENEWED MAX.UNIT WIDTH — -- —— MAX.UNIT WIDTH as oom Iying with th•Florida suildinp Cod• NOM.PANEL WIDTH NOM.PANEL WIDTH _ NOA-Mo. 15-1210.01 PER TABLES 1&2 PER TABLES 1&2 - ) - Expiration Dat•04/14/2021 +. l;<J y I EIII (� �t I mi•m • roue on rol MHEIGHTAX.UNIT ` l j I I / � MAX.UNIT 1 PER TABLES 1&2 / / / / / / I PER TABLES 1&2 / / / / / / / I 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS W CONFIGURATIONS NOTES: "X"-OPERABLE PANEL DLO WIDTH a NOM.PANEL WIDTH-8-9118" N 1)ALL CONFIGURATIONS SHOWN ARE AL80 AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL `��ON 1YNN`Ze LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE XXXX , DLO HEIGHT H DOOR HEIGHT T-2-1 11-1/1 8' p p pXXXX OR XXXXp.OXXX IN "P"�POCKET PANEL HEIGHT a DOOR HEIGHT-2-112' �� '��•'•�lGENSF�'••6p POCKET CONFIGURATION CAN BE OXXXp. No.58705 2)90"&136'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 1 10/06115 ` x' e v j S I6 w= 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS 70 BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS t J ROSOWSKJ '., REVIEWED BY THE AUTHORITY HAVING JURISDICTION. • -c -c 'np'.,.FtoR�1, .. DETAIL LETTER CERT.OF RUTH.#M95 ` a� %,F .... to�` 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2 1070 TECHNOLOGY DRIVEN. ss�UNAL ��� 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.868 FT' �--SHEET NUMBER (9 VENICE,FL 34276 evwt wttEa.P.E. (941)480-1800 SGD-5570 NTSill 2OF 21 1 MD-5570.0 f p.plb7ro DETAIL Al I DETAIL B1 METAL TYP.,SEE ANCHOR rNRu,xwooDI ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 CONCRETE/CMU PER INTO MASONRY FACING EXT. WTERLOCIC INTO METAL TMH ALSEADBBSET ND THE ATE ANCHOR REQUIREMENT FRAME WIDTH ►II 1/4"MAX. REQUIRED IF DOOR t° TYP.ANCHOR TYPE, I HEIGHT IS OVER 9l{ a� °° } EMBEDMENTAND 04 NAX2!•OA. / °1 a EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE +' 71 q o d TABLE A,SHEET 1& 60 NOTE 3,BELOW1 DAYLIGHT C.) INIERIVti rl z6 t OPENING 26 6 WIDTH o e EMBEDMENT EDGE d c' d EDGE DISTANCEy: �- 26 26 60 II I 62 �� DISTANCE SEE NOTE S, v 26 zSEENOTES. 1/4"MAX.45 THIS SHEET - 1X OR 2X WOOD 7W8SHEET I I SEE NOTE o, -_l THIS SHEET EMBEDMENT BUCKSTRIP,SEE BEE NOTE S,THI9 SHEET HI #8 X 3/4"SMS REINFORCEMENT SCREW;7 ANCHOR / / NOTE 4,SHEET 1 L_——__—��_ TYP.ANCHOR TYPE, PLATE AT / as PER STILE,LOCATED AT CENTERLINE AND 8", EMBEDMENT AND EVERY / HORIZONTAL SECTION(XXX SHOWN) B"&12"FROM ENDS(FACTORY INSTALLED} EDGE DISTANCE PER ANCHOR \ DETAIL B2 SUBSTRATE,8EE C2 `` LOCATION DETAIL DETAIL D2 — TABLE A,SHEET 1& DETAIL A2 I MTERLQCx I INro MASONRY \ —` F ASTRAG 1L NOTE 3,BELOW 2X WOOD BUCKSTRIP OR I INT02X WOOD 1° REQUIRED IF DOOR EMBEDMENT `\ FACWO INT. FRAMING,SEE ANCHOR Go DAYLIGHT 2, HEIGHT IS OVER W1/4 4 °I 1/4'MAX.. NOTE 3,SHEET 1 o I OPFNING — 22 ti 1 INTERIORI PRODUCT RENEWED WIDTH o (> EDGE I I Is compiyInsod wllh the Florida s 161 •• DISTANCE Buildin0 Cod• TYP.ANCHOR TYPE, _ T (r I Now-No. 15.1210.01 SEE NOTES,TNS SHEET �,, Explr■tlon Date 04114/2021 EMBEDMENT AND �2J 2T 2e 28 O TYP.ANCHOR TYPE. I I BY EDGE DISTANCE PER �l SUBSTRATE,SEE ° EMBEDMENT AND P q mism,- ■ rodpoe Control nuucqu�. TABLE A,SHEET 1& °, q a ` EDGE DISTANCE NOTE 3,BELOW - I PER SUBSTRATE, SEE TABLE A.SHEET d d EDGE I5 1&NOTE 3,BELOW DISTANCE I nm�iw\t I EXTERIOR I PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAY BE J 1l4"MAX. �-- ' - - EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTAINTERIORD IN OR EITHER FIXED PANEL CLIP& NOTES ANCHORS,SEE EXTERIOR DIRECTION. 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE S,THS SHEET I DETAIL SHEET 18 ALL PARTS IDENTICAL. 1�,.�`OEN9E''• ', 2)REFER TO ANCHOR NOTES,SHEET 1. 3 SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FOR ALL GALS,FILES, HD,670y ) ASTRAGALS,FIXED � � VINYL SLIDING GLASS DOOR NOA(LM)- 8 10106/1 b - ANCHOR QUANTITIES,SEE TABLES 1&2. STLES AND 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X SECT. J ROSOWSKI , p15'11 b FRAME ANCHOR LOCATIONS. '— f 6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. • �� ' 0p•., FL«y�pP.•�� � 6 SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR CERT.OF AUTH.rzs2se REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF urrEaLONLY 2T 1070 TECHNOLOGY DRIVE ' `S�UNAL `�� THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. T19L STANDARD HD N.VENICE,FL 34275 - A.LYNNULLEKP.E. 7)SEE SHEET 20 FOR SCREEN DETAILS. 1(941)-480-1600 SGD-5670 NTS 3 OF 21 MD-6570.0 1 f p"68705 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT I DETAIL E21 I DETAIL E31 DETAIL E INr0 ntAsoNRY AND EDGE DISTANCE PER INTowtloD IMO IMBONRY INTO tdETAI DADE APPROVED MULLION,FBC 1x 9ugCSTRIP SUBSTRATE,SEE TABLE A.SHEET COMPLIANT ALUMINUM/STEEL --1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETEICMU EDGE AND EDGE DISTANCE PER DISTANCE NOTE 3,SHEET 1 ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR SUBSTRATE,SEE TABLE A,SHEET REQUIREMENT EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 DISTANCE DISTANCE .s.. EMBED- EDGE DISTANCE MENT BEDMENT EMBEDMENT EMBEDMENT 1/4"MAX.f e 1/4"MAX.1XOR2XWOOD114"MAX. 1/4"MAX. 1/4"MAX. BUCKSTRIP,SEE u a60 ANCHOR NOTE 3, jjflT AND 4TYP. HOR TYPE,EMBEDMENT AND as SHEET1 TE,SEE STANCE PER SUBSTRATE,SEE / TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET 33 NOTES / Loci ORLEs, 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ASTRAOALs 2)REFER TO ANCHOR NOTES,SHEET 1. FIXED STILES 3)SEE SHEETS 1 I&12 FOR ANCHOR LOCATION&SPACING, AND A8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1 8 2. DLO WIDTH=NOM.PANEL WIDTH-8-9/18" HORIZONTAL ANCHOR PLATE AT Rul s SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM 418.IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/1 B" EVERY ANCHOR CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1l2" LOCATION (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. e)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPENING O PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT FRAME sEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT RENEWED HEIGHT NOTE e. SILL RISER EXACT DIMENSIONS. ns co o IyIng with ine Florida THIS SHEET VARIES WITH D�Ildm9 Cods REQUIRED NOA-Na. 15-1210.01 EXr__E IE POSITIVE Expiration Date 04/14/2021 O DESIGN 02 PRESSURE, .300--a-1 �- my •3gp-y I..- Mlam- ■at es SEE SHEETS roduo ontre EXTERIOR _-.. 7 8 8. •3907--- F� a 26 2e 390 f 2.970 2.947 1/4'MAX. 33 p428 HOWN 7 1.793 4.041 GROUT AS 8 t2 MOM Also APPLY.823 T 2.887 3'� NEEDED,SEE 1.917 ANCHOR NOTE w e0 080 .080— \\\ 080 5,SHEET 1 e 2 t2 Q - n 2-1/2"=TOTAL .000--+-tl— O O 1/4'MAX. O r /,U SILL HEIGHT - - � O SILL RISER O SILL RISER O SILL RISER O SILL RISER tT 77 = as(2-1/2'TOTAL (3.1IT TOTAL t�(4-1/18"TOTAL � LYNN i ' (4-518"TOTAL ` V SILL HEIGHT) SILL HEIGHT) BILL HEIGHT) SILL HEIGHT) EMBED- ' c EMBEDMENT EDGE _it;' No.55705 is '' MENTIler •• DISTANCE r VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 EDGE TYP•ANCHOR TYPE, TYP.ANCHOR TYPE, L INSTALLATION,VERTICAL XSECT. 1k J ROSOWSKI = p .Q S I j I6 w` DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND < 5T TE F EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE ''•..F'LORtoC•'C9 CONCRETE/CMU PER SUBSTRATE, NOTE 3.SHEETI PER SUBSTRATE, CERT.OFALITH.d292YE m -. --- — a ',F�p PER ANCHOR DETAIL F1 SEE TABLE A, SEE TABLE A, 1070 TECHNOLOGY DRIVE DETAIL E2 REQUIREMENT IWO MASONRY SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 — THIS SHEET INro woo° THIS SHEET A.LYNN MILLER.P.E. (941)-480 1800 SGD-5570 NTS 4 OF 21 >( MD 5570.0 RES 58705 s Q 7, INTERIM % 7, s ' IN1eRIOR � 26 2a p V- 26 37 98 MAX18.6'O.C. ' T 10- ,Y M M38 SHEET. - -- INLERIM I DETAIL H2 nu 90 SEE 8F EET 10 ex,r QR �a fo' `z�J � � oursnE coRNER b A WTERIOR � 1 I I W MAX 18.6'O.C. 11 97 EXTERIOR u 136' L- ♦1 "T 80" DETAIL DETAIL H1 MAX 18.6'o.c.(94 ❑ 196' yo. INBIDE CORNER O INSIDE CORNER 48 EXTERIORt(� INTE 1 R 41 MAX 3.6'O.C. 1• % O 7O 1 - BEE SHEET I9 V PRODUCT RENEWED as com 1 ICodi with the Florida . ulldlnp NOA-No. 15.1210.01 196' Q Expiration Date 04/14/2021 LHI RI R By Mlaml- ro ae Contro UD NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. �y 2)SEE SHEETS 14&16 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 26 26 �L1L� QUANTITIES,SEE TABLES 1&2. 33 311 a3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, �``V\,YNNI Aq33 DEPENDING ON CONFIGURATION. _p DETAIL G2 MN11e.6 OC.96 ``�2u`•';GENSQ 436' MAX 3.6'O.C.19 W ( I SEE SHEET 19 VINYL SLIDING GLASS DOOR NOA l M 10/06/16 '. �.GBT05 OUTSIDE CORNER 69 CORNER ASTRAGAL HORIZ.X•SECT. jiltROSOWSKI CERT.OF RUTH.N29Y% Q - - dQ %�,o'••... ..... '•�G`� 1070 TECHNOLOGY DRIVE �� �'' SS10NA� O N.VENICE,FL 34276 - -I - A LVNNL�iiEapE. (941)•480-1800 SGD-5570 NTS 5 OF 21 f MD 570.0 FEX"6 • DETAIL 11 DETAIL 12 OPTIONAL NON- I INTO MASONRY INTO MASONRY STRUCTURAL17 CONCRETE/CMU ANCHORS FOR ::L q _ EDGE PER ANCHOR INTERIOR POCKET IHTERMIR !1 22 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE REQUIREMENT JAMB 33 w n AND EDGE DISTANCE PER < INTERIOR POCKETS MUST SEE Fla t, SUBSTRATE,SEE TABLE A, FIGURE 1 INTERLOCKS AT POCKETS: THIS SHEET o SHEET 1&NOTE 3,BELOW INCLUDE A NONSTRUCTURAL, FOR DOOR HEIGHTS 06"AND LESS: FRAME JAMB TO REDUCE THE 10 i+• •. , OPT. POSSIBILITY OF WATER4 ANCHOR O INFILTRATION. 1/4"MAX. EMBEDMENT PT. POCKET BY OTHERS.SEE 1B » NOTE 6 BELOW. • Efl C� e Ex1eR FOR DOOR HEIGHTS OVER 06" MEN t: .... OPT. 114"MAX.— to ANCHOR YI 21.0" G `\ MAX.O.C. • \I -_ SEE RIO 1, 50 q TYP.ANCHOR TYPE,EMBEDMENT L +VII\ CONCRETE/CMU THIS SHEET St AND EDGE DISTANCE PER EDGE PER ANCHOR 25 21 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22,�2, 21 \1 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 &NOTE 3,BEL BEA MIN.OF 3 THREADS BEYOND EDGE 2X WOOD BUCKSTRIP OR PRODUCT RENEWED THE METAL SUBSTRATE FRAMING,SEE ANCHOR .s com Iyiny with th.Florid. DISTANCE Sulldinp Cod. EDGE NOTE 9,SHEET 1 NOA-N.. 16-1210.01 DETAIL 13 DISTANCE OPT.ANCHOR OPT.ANCHOR l.plr.tlon D..04/14/2021 INTO METAL EMBEDMENT my v r PT, n OPT. MLmI-- roduct ontrol t EMBEDMENT — 1/4' o DETAIL 14 1/4"MAX q o MAX. INTO WOOD EXT R U f0 SEE FIG 1, d THIS SHEET St SEE FIO 1, (.)2THIS SHEET 50 25 21 ExTarim 1111 111j 22 21tH EXTERIOR POCKET `7 1\YNN.4.ke EXTERIOR POCKET L1 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/06/15 = it No.66763 NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ.X-SECT. A J ROSOWSKI 2)REFER TO ANCHOR NOTES,SHEET 1. — '• df 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2 Aldp'•., F �� towo,. C� 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. CERT.OF AUTH.=290 - o '.'S 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE '� 5/UNAi- 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 G I r I I M t 1 A.LYNN MILLEGt,P.E AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480 1800 SOD-6670 NTS 6 OF 21 11 MD-6570.0 P.E.M 05705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all appro%ed configurations on Sheet 2) Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A Glass Types 1,3 or 5 80" 84" g8" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-16/15"DLO Height 72-16/18'DLO Height 84-15118"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Loeksille Reinbrcement#26 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.interlock Reinforcement#27 A B C D A I e I OFT A 1 8 1 C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +8p/-BOWI +80/-BO pal +80/-00 pal #OF ANCHORS THROUGH THE HEAD Q SILL.(EX:FOR C3+1,3 ANCHORS 19-1/8" Head/S18 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CS+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO MIDSPAN OF PANEL). Width ht 5 5 S 5 6 6 5 5 b 5 5 B P-hook 7 7 7 7 7 7 7 7 8 B 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +80/-80pa1 +80/-QOpsl +80/-80 pe/ THE#OF ANCHORS REQUIRED THROUGH THEP-HOOK, 2''-1/8" Head/SIII C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" DLO Jamb 6 5 5 5 5 5 5 5 b 6 5 6 s Width P hook 7 7 7 7 7 7 7 7 a 8 To-F-8 - Design Pressure +60/-Wpsf +80/-60ps1 +80/.60p31 31-1/8' Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 03+1 C3+1 C3+1 a 36" OLO Jamb ti b 6 6 5 5 6 6 5 5 5 5 Width P-hook 7 7 117 7 7 7 7 7 B 8 8 8- Design Pressure +t10/-OOpal +00/-80psf +80/-sopaf 37-118' Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 03+1 030 C3+1 C3+1 C3+1 C3+1 C3+1 _ TABLE 81: 42' DLO Jamb b 6 b B 5 5 5 5 5 ti ti 6 Water•Llmlted Width FIG 1: P-hook 7 7 7 7 7 T 7 7 8 0 6 8 (+)Design Pressure OH LENGTH Design Pressure +60/-8opaf +80/-W psi +80/-60 pal SIII Nom.SIII Max.(+)DP 431/8" Head/Sig C3+2 C3+1 I C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Rilser Height Allowed DOOR ASSEMBLIES 48• DLO Jamb 6 b 5 5 5 5 5 b 6 8 8 5 O INSTALLED WHERE THE PRODUCT RENEWED Width None 1-11/18' SeeNots2 P-hook 7 7 7 7 7 7 7 7 5 6 8 B W OVERHANG(OH)LENGTH IS as complying with the Florida E44 2.112' +38.7 pat T EQUAL TO OR GREATER THAN Building Code 2 NOA-No. 15-1210.01 3-112" +80.0 Paf 0 THE OVERHANG HEIGHT IS USED IN EXAMPLE ON SHEET 9 4-1/18• +80.0 pet EXEMPTED FROM WATER Expiration Dab 04/1412021 4518° +80.0 psi INFILTRATION RESISTANCE. 6y rill*Mt!2!nrProdUat Control DLO WIDTH DLO HEIGHT-NOM. DOOR HEIGHT H 118 9/18" ` � v I`YNN rN/V PANEL HEIGHT-DOOR HEIGHT-2-112" .•;�tNSF'•�Fp TABLE NOTES: _ VINYL SLIDING GLASS DOOR NOA(LM) f 10/05/15 Ir I+o.56705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DPDP&ANCHOR QUANTITY TABLE. Y # J R030WSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL < :�0'. RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. �� ;'t�'•.F}oR10? ''(2��.� 3)SEE SILL RISER TYPES ON SHEET 4, cERr.Or arTH.e2ezae a o '�.S'S ,` 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE �� ';,�ONA�E'` 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 A.LYNN MUIR.P.E. 6)SEE SHEETS 11-18 FOR ANCHOR LOCATION 6 SPACING (941)-480.1600 SOD5570 NTS � 7 OF 21 M0.5570.0 >! REA 56705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved conlIguratlona 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, Glass Types 2 or 4 80' 84" 98" 108" 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15118'DLO Height 72-16116'DLO Height 84-15!16'DLO Heigh) 98-15118'DLO Height 108.15118"DLO Height THE MAXIMUM UP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Locksllle Reinforcement#25 Anchor Group Anctwr Group Anctar Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TABLE B2,THIS SHEET. HD Interlock Reinforcement#28 A B C D A B C D A B C D A B C D A B C D Design Pressure +100/-100Psf +100/=100 psf +100/-100pof +60/-65 pal +60/-65per # U ANCHORS THROUGH THE HEAD&SILL.1 A FOR RE 3 ANCHORS 19.1/8" CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 p+1 C3+1 p+1 C3+1 C3+1 03+1 C3+1 C3+1 p+1 MIDSPAN OF PANEL). Width Jamb 5 6 6 5 6 5 5 5 5 5 5 F__6 8 8 6 8 8 t1 B TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9. 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100psf +100/•100pef +100/400paf +60/-65paf +60/-65ps/ PERPENDICULAR TO THE GLASS. 25-1/8' Head/SIII 06+1 C3+1 C3+1 C3+1 56+1 C3+t p+1 p+1 55+1 p+1 C/S+1 C3+1 pr1 p+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 DLO Jamb 5 5 6 5 6 6 8 6 6 5 7 6 8 8 6 8 8 0 6 6 Wldlh P-hook 7• 7 7 7 7 7 7 7 6 8 8 B 9 9 9 8 10 10 10 10 Design Pressure +100/-100pof +100/•100psf +100/-f00psf +60/-65psf +60/-65pof FIG 1: 31-1/8" Head/S111 C5+1 C3+1 C5+1103+1 C6+1 53+1 C5+1 C3+1 C5+1105+11106+11C3+1 C5+1 C3+1 C3+1 C3+1 ¢5+1 03+1 C3+1 C3+1 OH LENGTH 38' DLO Jamb 5 5 8 6 5 6 6 6 5 5 7 5 6 6 8 B 6 6 8 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 DOORASSEMBLIES Design Pressure +100/-100 par +100/-100PSI +100/-f00psf +60/-65 pat +60/-65 per IN6TALLED WHERE THE 37-1/8' HeedfgNl C5+2 C3+2 C5+2 C,4 C5+2 C6+2 C5+2 C3+1 C5+2 C6+2 C5+2 C3+1 C5+1l C3+1 06+1 03+1 C5+1 C5+1 C6+1 C3+1 OVERHANG(OH)LENGTH IS (L 42' DLO EQUAL TO OR GREATER THAN Width Jamb ti $ 7 6 5 5 7 S 6 6 8 8 8 8 6 8 6 8 7 8 E P-hook 7 7 7 7 7 7 7 7 8 6 B 8 8 9 9 9 10 10 10 10 THE OVERHANG HEIGHT IS •E EXEMPTED FROM WATER 0 Na,on +100/-100PS/ +100/-100pa1 +g2/-92 pair +60/-86pe1 +60/-65 Ps/ INFILTRATION RESISTANCE. 43-1/8' Head18111 58+2 C6+2 55+2 C3+2 C5+2 C5+2 C5+2 C3+2 05+2 C6+2 C6+2 C5+2 C5+2 C3+1 C5+2 C3+1 C6+2 C6+1 C5+2 C3+1 48' DLO Jamb 6 6 7 6 5 6 8 6 6 5 9 6 8 6 7 8 B 8 8 B PRODUCT RENEWED Width TABLE B2: P-tack 7 7 7 T T 7 8 6 8 8 9 9 8 9 9 9 10 10 10 10 a eemplyIny with the Florida Design Pressure +80/-80pa1 +8p/-0Opaf +80/-BOps/ +60 65 pal +541/-087ps1. W■lsr•Llmitsd snllarngCoai 49-118' (+)Dsalpn Pressure NOA-No. 16.1210.01 Head/6111 C5+2 C3+2 56+2 C3+2 C5+2 C3+2 C6+2 p+2 C5+2 C5+2 C6+2 C3+2 C5+2 C6+2 C5+2 C6+2 C5+2 C5+2 CB+2 C6+2 Width Jamb 6 5 8 5 5 6 7 5 5 5 8 5 8 6 8 8 6 8 6 6 SIII Nom.SIII Max.(+)OP a<prntron Date 04/1 4=21 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Riser Haight Alloyed my Design Pressure +80/80 PSI +80/-80psf +80/-80paf +59.1/-e4 psi +49.6/-53.7ps/ Now 1-11/18' See Note 2 mr■mt ■ reauetControl 65.118" Head1S61 C5+3 C3+2 C5+3 C3+2 CS+3 C3+2 C5+3 C3+2 C6+3 C5+2 06+3 C3+2 C5+2 55+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 42 2-1/2" +38.7psf Or DLO Jamb 6 6 6 $ 6 6 7 8 ti 6 8 5 8 8 8 6 8 B 8 6 43 3.1YY +60.0 pat Width P•h0ok 7 7 7 7 7 7 7 7 8 8 8 8 8 8 9 9 10 10 10 10 44 4.1/16' +60.0 psf •+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 1 4.5/8' 1 +100.0 pot DLO WIDTH=NOM.PANEL WIDTH-8-9/16" '0"'1 DLO HEIGHT=DOOR HEIGHT-114118" ��•r0\?.••••NN illfF�.� PANEL HEIGHT=DOOR HEIGHT-2-1/2" TABLE NOTES: S No.50705 VINYL SLIDING GLASS DOOR NOA(LM) a 10/06/16 = f 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE ArJ ROSOWSKI I� 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL < %0�;•, sTA s FlontOP• G,. RISER IS NOT REQUIRED.IF S0,+DP'S SHOWN IN TABLE 2 MAY BE USED. CERT.OF AU7H.029290 SEE SILL RISER TYPES ON SHEET 4. 4)SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIV F 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 — $$ A LYNN►IIUER,P.E. 6)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING (941)-480-1800 SGDd670 NTS 8 OF 21T MD-5570.0 �� P.E.a 68106 EXAMPLE: 4 SEE FIGURE BELOW FOR ADDITIONAL 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTI=R-� CENTERLINE CENTERLINE -CMOR INFORMATION. INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, a INTERIOR POCKETS OF INTERLOCK OF INTERLOCK e' CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD'SUBSTRATE, MAX. OF PANEL I OFPANEL 2 OF PANEL PROJECT DESIGN PRESSURE REQUIRED:+48,2/-88.8 PSF POCKET BY OTHERS,SEE _ NOTE 8, SHEET \ .r2. - ► 26-318'MAX. 8• ANCHORAGE, •�2•ANCHORAGE, NAX. 8,•••� _ - ANCHORAGE, SHEET 12 - SHEETI2 SHEET I2 'C3•CLUSTER 'CS`CLUSTER. EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE (MIN,'I ANCHOR) SEE POCKET JAMB ell EXTERIOR - SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEET 8 PXXX(3-TRACK) TO AID IN' BE ADDED INFIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A 101 SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTEPo-WE SEE FIGURE BELOW FOR ADDITIONAL I� OFINTERLOCK �OF INTERLOCK ANCHOR INFORMATION. 8' CENTERLINE I CENTERLINE CENTERLWE MAX, OF PANEL OF PANEL.2 OF PANEL POCKETBY p p R EXTERIOR INTERIOR OTHERS,SEE _ ---- NOTE 8, 10 _ o e o e o SHEETS r2' 'r2'ANCHORAGE, 25.318•MAX. - - ANCHORAGE,- '2'ANCHORAOE1 MAX- SHEET 11 SHEET II SHEET II C3•CLUSTER._ 'C3•CLUSTER, EXTERIOR 12'MAX 21 8' SHEET 11 SHEET 11 ENU ANCI IUHAGE 1 FRAME JAMB SEE POCKET JAMB (MIN IANCHOR) MAX. REQUIRED INET' ATIONON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETB 1 PXXX(3-TRACK) PRODUCT RENEWED 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 pI Ino with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Badding bode +48,2/-118.8 AT A NOM.PANEL SIZE OF 48"X 84',FROM TABLE 1,SHEET 7,THENOA-No. 18-1210.01 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+80/-80 WHICH EXCEEDS THE PROJECT DESIGN _DISTANCE TO NEXT CLUSTER Explrotlon Diato 04/14/2021 PRESSURE REQUIREMENTS. TO BE 25-318;D.C.OR LESS Sy Mlaml FOR WOOD INSTALLATION USING ANY HaadlSlll q+2 D ee o uat on roI ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF:. IP-hook 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF END PANEL G*MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT VT THEINTERLOCKIASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT.ANCI IORTOAID HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 26 318,OTHERWISE ANCHORS ARE NOT REQUIRED AS \���aky LYNN�U� THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE_: .•'��cENSE'Zee ANCHORAGE ANCHORAGE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL. " No.58705 JAMB:b ANCHORS,SHEET 13 FOR GEN.LAYOUT. Li VINYL SLIDING GLASS DOOR NOA(LM) 10!06/15 ` FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK 7 ANCHORS,SHEET 13 FOR GENERAL =v G A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE 1i J ROSOWSKI :11 )S�6 ' C) STA'E F ((/ LOCATIONS OF CROSS-SECTION DRAWINGS. � _ - � % q •' � e FLomoP.•'' ��,� B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: _ CERT,of AUTH.1129250 a ,SIONAI D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE �� �'111111101 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 A.LYNN MILLER.P.E. F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 8 (941)-480-1800 SGD-5570 NTS 9 OF 21 i MD-6670.0 P.EJIMT86 A 1.1/16"NOM. – 3116-HS GLASS 7/18"NOM. 7116'NOM. .080"PVB 3/13'HS GLASS 3118'HS GLASS 3/16"ANN GLASS 70 7e NOTES; 77 7e 1)BACKBEpDING SURFACES SHALL NOT .Dow PVB .0w so 7116"AIR SPACE BE PAINTED OR LAMINATED. 3116'ANNGLASS pAINTEDI 311W HS GLASS 3/16"T GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR LAMINATED LAMINATED 92 93LLAMINATED PAINTED/ A EXTERIOR GLAZED,PROVIDED THAT THE NAT eo et �SURFACE Si —— �SURFACE —LAMINATED 'HS'SURFACE OF A UNIT 18 ADHERED TO THE GLAZING EMINATED NNG G. G']E%1ERIOp I� —— ,a EXTERIOR I"— Gl EXTERIOR � \ PRODUCT 15*EXTERIOR- I \ PRODUCT IS'EXTERIOR- I PRODUCT 18'EXTERIOR- I i •AN -ANNEALED GLAZED"IF#80-8116 I 716'NOM, GLAZED"IF#80.81 18 1718' N"NOM. GLAZED'IF#e2-e31S 718'NOM. TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR.I D I GLASS "HS"=HEAT STRENGTHENED I I SITE I I BITE I I BITE "T"=TEMPERED I N> RIS1R I INTERIOR "PVB"-.090"BUTACITEV PVB INTERLAYER C7 NI TERIOR a a I BY KURARAY AMERICA,INC. PRODUCT 18'INTERIOR- I PRODUCT IS-INTERIOR- I I PRODUCT IS'INTERIOR- I I 'SG"-.090"SENTRYGLASO INTERLAYER GLAZED"IF NW81 IS I 7e GLAZED'IF#80-81 IS I >9 GLAZED"IF#32.9315 I 70 BY KURARAY AMERICA,INC. TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR. SS SEE NOTE _ °3 SEE NOTE 2. ( °6 SEE NOTE 2, THIS SHEET THIS SHEET THIS SHEET - GLASS TYPE 1 GLASS TYPE-2 GLASS TYPE 3 SILICONE #AN ELT BUTYL 1-1116'NOM. 1.3M6'NOM. STRUCT3/16'HS GLASS 3/18"ANN GLASS SILI9132'AIR SPACE STRUCTURAL 1/4'NOM. 3/18°NOM. S�— POLYISOBUTYLEN 3118'HS GLASS 78 76 HEAT-MIRROR FILM .090"pyB WITH DESICCANT DESIC9132"AIR SPACE 7118"AIR SPACE 77 3118'HS GLASS EXT.GLASS EXT.GLASS 3/18'T GLASS— 3116^T GLASS PAINTED/ PAINTED/ PRODUCT RENEWED a.c0. 1ylny with the Florida J/e2 OR 83 LAMINATED LAMINATED Gulldlnp Codi SURFACE SURFACE NOA-No. 15-1210.01 PXTERIOR a EXTERIOR Expiration Data 04/14/2021 INT.GLASS .GLASS PROD IS*EXTERIOR• I ' \ PRODUCT 18'EXTERIOR- GLAZEW IF#82-831S 17/8'NOM. GLAZED"IF#8418 l 718"NOM, Mlaml rodeo onlro TOWARDS THE EXTERIOR.I D TOWARDS THE EXTERIOR.I I GLASS Te KODISPACE Te SUPER I I TE I ( BITE 4SG TPS SPACER®NXTTN IIITEn10q I I a INTERIOR PRODUCT IS'INTERIOR- I PRODUCT IS'INTERIOR- I I ALUMINUM GLA2ED'IF#92-8318 I I 7e GLAZED'IF#84 IS I 78 REINFORCEMENT pOLyISO- PINT.GLASS NT FILL AREA TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. BUTYLENE—ii 8/18"NOM. 88 N U16'NOM. SEAL SEE NOTE; SEENOTE2. 77 BUTYL& LICONE SEAL THIS SHEET THIS SHEET DESICCANT ROLL-FORMED ���1 Y LYNN FOAM STAINLESS STEEL GLASS TYPE 4 GLASS TYPE 5 �, SDN...LYNN�,q EXT.GLASS ,T'c��;• U1CF.NS�c••.�F,P �. EXT.GLASS No.59705 'i4 — Lt VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 INT.GLASSGLAZING DETAILS A- J ROSOWSKI %70 � � � t _ _ %Q�•. 5T TE F �i 7r 7e DURASEAL® XL EDGE' ° ;CCS1''•F<OFLIOA.•''G\�,` SPACERSPACER 1070 TECHNOLOGY DRIVE �$ N.VENICE,FL 34275 — - - A.LYNN MILLER,PF. (841)-480-1800 SGD-5570 NTS111 10 OF 21 � MD-5570.0 PE.IR SILL CLUSTER ANCHORS LAYOUT: SILL'+"INTERMEDIATE ANCHORS LAYOUT: ASTRAOAL OR ASTRAGAL OR PANEL_ PANEL INTERLOCK INTERLOCK - PANEL CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4n CENTERLINE 44. CENTERLINE 4" 4" 0 0 0 EKTERIOR EXTERIOR EXTERIOR EXTERIOR EXTIEBIOR 2-TRACK CLUSTER'C3' 2-7RACK CI.USTER'W 7-TRACK INTERMEOIATE 2-TRACK INTERMEOIATE V 2-TRACK NTERMEDUTE ANCHOR LOCATIONS ANCHOR LOCATIONS '.1'ANCHOR LOCATION 42'ANCHOR LOCATIONS '.3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL—_ INTERLOCK INTERLOCK PANEL PANEL CENTERLINE CENTERLNE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4' 4" ef 41 0 0 EXTERIOR 3.27' EXTERIOR 3.22" EXTERIOR EXTERIOR - 3.22" EXTERIOR --ti 3.22" 3-TRACK CLUSTER'CS' 3•TRACK CLUSTER'C5' 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '.1'ANCHOR LOCATION '.2'ANCHOR LOCATIONS 'N'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL_ PANEL PANEL_. INTERLOCK INTERLOCK CENTERLINE CENTERUNE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4" e e s RIO EXT . XTERIOR EXT2EI-RI•'IOR EXTEO2v �Iy 4-TRACK INTERMEDIATE 4-TRACKCLUSTER 4-TRACK CLUSTER 4•TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 3.22" 'C3'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS -W ANCHOR LOCATION '.2•ANCHOR LOCATIONS '•3'ANCHOR LOCATIONS NOTES: FIGURES PERTAMI TO THE FOLUWMG SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: NTERMEMATS ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 2,375" DISTANCE IS 2.376" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375' 2.978" FOR ALL SILLS: PRODUCT RENEWED `LtLlullulT�2 Head/SNl +1 as comPlylnp with the Plorlda `�� y LYNN rri Ouildlnp Cod• �N YNm 41J� rj Jamb NOA-No. 18-1210.01 :���.•........... <<4Np INNIRESPERTA04TOT116FOLLOWNGS.LL P-h00k 7 �,• 04/14/20Y1 CLUSTER ANCHOR LOCATKNS: Explrallon Dat * '•.�• No.50%05 Lt VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 py Mlaml d•Product Control ANCHOR LOCATIONS A JkJ ROSOWSKI '-3 �= CERT.OF AUTH.02p2S8 / �� HeaMb q 1 1070 TECHNOLOGY DRIVE ~� , �NA� N.VENICE,FL 34275 (941)4801800 SOD-5570111 NTS �11E21 f MD-5570.0 1 A L PE.N68ER,P.E. PJi.N Se7a5 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4"INTERLOCK PANEL CENTERLINE 4' PANEL CENTERLINE 4' CENTERLINE CENTERLINE CENTERLINE 4" EXTERIOR ••-3,22^ EXTER OR -3-•j2" EXTERIOR EXTERIOR 3.22" EXTERIOR - _3.22" 2-TRACK CLUSTER'C3' 2-7RACK CLUSTER'CV `/ 24RACK INTERMEDIATE v 2-TRACK INTERMEDIATE \/ 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+I'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+-'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK— PANEL PANEL_ CENTERLINE CENTERLINE CENTERLINE CLNIEHLINE CENTERLINE--' 4" 4" 4.75" 4., EXTEnRIOR -+-I 3.22' EXTERIOR --►+ 3.22" EXTEE�RIOR EXTERIOR EXTERIOR EDIATE 3-TRACK CLUSTER''-' 3-TRACK CLUSTER'CV V 3 AANCHOR LOCATION ACK INTERMEDIATE s2'ANCHOR LOCATIONS-TRACK INTERMEDIATE 3-TRACK OR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAOAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK-- CENTERLINE CENTERLINE 4 CENTERLINE 4u CENTERLINE 4" CENTERLINE EXTrE-IRyIOR -► -3.22" 9ME-M Ri -3.22" EXTERIOR y EXTE R EXTfE'1RIOR 4-TICK CLUSTER `� 4•TRACKCLUSTER 4 IRANCHOR LOCATION ID 4 TRACK ANCHORELOCATIONS*2' `+y 4-TRACK AN ANCHOR LOCATIONS 1ATE +3, 'C3'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS v NOTES: — FIOWIFS PERTAINTOME FOILOMNti READ 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATION-: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.376" 2.376" 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.376" 2.376" FOR ALL HEADS: PRODUCT RENEWEDLYNN HBe 1 as complying with the Florida �� \\O� Building Cods •''••• / FIGURES NTA THEF LLOW'IN011[AD Jamb 6 NOA-No. 15-1210.01 wQ'�'.• LICCNSF ' i cerERANCHDRLocAnaNs: P 7 Expiration Dot*04/14/2021 No.681105 * " LE VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/16 By `1 r1LMlam Fro Me ANCHOR LOCATIONS B Ri HP J ROSOWSKI `A(7' 8TA CERT.OF AM.020266 ry - �0NAI SS . mb 6 1070 TECHNOLOGY DRIVE �� ll I P•hlwk 1 7 1 N.VENICE,FL 34275 (941}480-1000 SGD-6670 NTS 12 OP.E16S7a6F 21 fF MD-5670.0 A.LYNN E. _ -- -- FIGURES PERTAINTOYW FOLLC1Y04,AME ANCHOR LOCATIONS: P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT (PARTIAL VIEW): - r- 2.375' U-1 (�- 4.76" 7.126" MAX. 1�.adrsul +1 21.6" 21.6" 21.6' Jamb MAX. MAX. MAX P•hook L_UERIOR 0 C. 'XO.C. EX7� O.C. � --,— OPT.ANCHOR } TO AID IN ALIGNMENT 1 � . 6' 6" - 6" NOTES: MAX MAX MAX. 1)STANDARD ANCHOR LOCATIONS SHOWN. 3 AND 4-TRACK JAMBS,ANCHORS 1 2-TRACK FRAME T 3-TRACK FRAME I 4-TRACK FRAME BE MAY LOCATED N ADJACENT TRACKS JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE l CONSTRAINTS. 12" MAX. JAMB JAMB JAMB .(3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END Q V X.500" PER END Q 1"X.500" SILL SILL \ SILL EXTERIOR EXTERIOR EXTERIOR (3)TRACK WEEP HOLES 6"MAX. EVERY 24"@ 1.126"X.190"; (e)TRACK WEEP HOLES (1)WEEP NOTCH EVERY EVERY 24"0 1.126'X.1,90"; - (10)TRACK WEEP HOLES \ OPT.ANCHORTO AID IN 24"@ 1.375"X.600" (1)WEEP NOTCH EVERY EVERY EE24"�NOTCH X.1 (1)W EVERY ALIGNMENT 24'@ 1.376"X.1500' q 01.375-X.600- NOTES: 600"NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RENEWED tlllll N IIIIT OF ANCHORS REQUIRED IN THE P-HOOK. as Complying with the Florida `��`a0N!IWIN,y7� :"OA-No. Coda FIGURES PER! TONNE FOLLONNOPOCKFT J048 NOA-No. 15-1210.01 1j�,• 1,\CENSE'•._t�,P (P'=0 dlOd(ANCHOR LOCAIKNS: Expiration Data 04/14/2021 _•k; ---- No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05N5 lily _ Miami-Dad duet on ro -'O �. (Y- ANCHOR LOCATIONS C J ROSOWSKI =Ap'• vTnr o Hsadl9lY C3hi CERT.OF RUTH.Y2B2g6 -- �riS10NAi-� `�` rF- Jamb b 1070 TECHNOLOGY DRIVE NHlN'HHHNN P•hook T N.VENICE,FL 34275 A.LYNN.LLFA,P.E. (941)•480-1800 SGD-5570 NTS 13 OF 21 19 MD-5570.0 Re.P 68706 ARYAN HEAD 90e CORNER CLUSTER ANCHORS LAYOUT: SILL 90e CORNER CLUSTER ANCHORS LAYOUT: FOLLLOOWIENO 9V COORNER IFIL - - ANCHOR LOCATIONS: 90, - ti - L,4' 4" 4" 4e 4' L4' 4' e 4.. e e edl 1 3.22" XTERIOR 3.22"EXTERIOR -1100k 7 2-TRACK 90'CORNER 2-TRACK 90•CORNER - 'C4'ANCHOR LOCATIONS Cl.ANCHOR LOCATIONS 2-TRACK 90•CORNER ERI R 2-TRACK 90'CORNER EXTERIOR (USE WHERE'Cr IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS n (USE WHERE'C3'IS SPECIFIED) (USE WHERE-05.18 SPECIFIED) prim PRODUCT RENEWED 4" 4 BuIlding lCode LNOA-No. Wllhthe Florida 15.1210.01 �\ a Exptrntlon D.t.04/14/2021 4,. 4„_ 4„ AjgMl�m Pr uet Wntro EXTERIOR 3.22" EXTERIOR _3.22 - 9-TRACK 90'CORNER 3-TRACK 90'CORNER ,,J�I, 3-TRACK 90'CORNER E EMOR 3-TRACK 90'CORNER EXTERIOR 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS �/ 'GVANCHOR LOCATIONS 'OB'ANCHOR LOCATIONS (USE WHERE'CT IS SPECIFIED) (USE WHERE TY 19 SPECIFIED) (USE WHERE'C3'IS SPECIFIED) VVV (USE WHERE TV IS SPECIFIED) 4„ 1YNN d1/7�p�ii� 4' 4" 4., ��2P•'0CENst''•. T 4" / \ `* No.58705 4„ 4„ cr - STATE Or' J�, 4„ `•�� 4-TRACK 90'CORNER EXTERIOR 4-TRACK 80•CORNER 2e EXTERIOR EXTERIOR 3.22" ERIpR ' �„/ONA�111 'C4'ANCHOR LOCATIONS 'CB'ANCNOR LOCATIONS 4-TRACK 90'CORNER 4-TRACK 90'CORNER /1111111/ (USE WHERE'C3"IS SPECIFIED) (USE WHERE TY 19 SPECIFIED) 'C4'ANCHOR LOCATIONS 'CO'ANCHOR LOCATIONS (USE WHERE-CT IS SPECIFIED) (USE WHERE TV IS SPECIFIED) A.LYNN MILLER,P.E. RE.868705 NOTES: FIGURE3PERTAIN TO TIE FOILOWWO W CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. - HFAOANCHOR LOOATION3. __ VINYL SLIDING GLASS DOOR NOA(LM) f 10/05/15 90" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D t J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. H96dISPo 1 Jamb ! 3)TRACK-TO-TRACK P-hook 7 CERT.OF AUTH.M29288 DISTANCE IS 2.375" 2.975' 2.375" n N FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE it N.VENICE,FL 34275 (941)•480-1800 SGD-5570111 NTS 111 14 OF 21 # MDb570.0 �f 4 HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FLOW 136TNE F POUR R ER COTAaIRNTOER E ANCHM LOC,1TKaVa: LL 136 4" ° 4" e4- 44' Headl3Sl 1 TERIOR EXTERIOR ,lamb 53.22" —(� 4„ _ 4• EXTERIOR .hook 1 7 2-TRACK 135'CORNER 2-TRACK 135'CORNER �( 'C4'ANCHOR LOCATIONS 'C5'ANCHOR LOCATION6 2-TRACK 195'CORNER V 2•TRACK 135'CORNER (USE WHERE-CS'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 'G'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'19 SPECIFIED) Aw 4" OE 4 4 PRODUCT RENEWED 4„ 4" esIWith th.Plorlda ildlny Cor.NOA-4Io. 15-1210.01lxpintlonDab04/14/2021 EXTEHIDR EXTERIOR EXTERIOR sy - (v, Iv 3.22" V -3.22" Mlsml Produe!Contra 3-TRACK US*CORNER 3-TRACK 135•CORNER 3-TRACK 135'CORNER J•TfiACK 135•CORNER 'C4'ANCHOR LOCATIONS 'CW ANCHOR LOCATIONS (USE WHERE'CV IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE"MERE-C3-IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) >Nw, 4" 4" 4„ 4- `Till TT�� 0'� Cj`LYNN ° A: Tk 4" 4" No.5R705 " EXT R EXTEERLO-R ••�- RIO EXTERIOR _r J l_ AUC•,. STA-E OF K 135'4-TRACK 135' ORNER 4-TRACK 135-CORNER l 4-TRACK 135'CORNER 4-TRACCORNER 'GANCHOR LOCATIONS C6.ANCHOR LOCATIONS 'G'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS �/ �,��Is S•7'•0F(NOARIID-(USEWHERE' IS SPECIFIED) (USEIS EO) �E.•�''C•T9\`�T��� � (USE WHERE-Cr IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) 1/1111111 TT A.LYNN MILER,P-E. NOTES: P.ExSaTw --FIOUIIESPERIAW TO THE FOLL", 135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NEAOIYiG101t LOCATKWS: -. VINYL SLIDING GLASS DOOR NOA(LM) 10/06115 135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E p J ROSOWSKI Fbad13111 1 Jamb 5 3)TRACK-TO-TRACK R ® �� P ook 7 DISTANCE IS 2.375" 2.375° t2.375, CERT.of AUTH.({23238 FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 (941}480-1600 SGD-5670jjl NTS 15 OF 21 i MD'5570.0 I HEAD SPLICE ANCHORS LAYOUT 0 INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: F 5UREPUCEPERTAN7G THE NS. Cad NO SS EGTAANCHORE POLL SPEP 9PLIC BPLICE LOCATION LOCATION 4" LOCATIONL02 4" 4" LOCATION 4" EXTERI -3.22" EXTERIOR -3.22" EXTERIOR EXTERIOR HatK113iU 7 I1 R 2.TNACKSPLICE ID 2-TRACK SPLICE Jtmb 6 2-TRACK SPLICE \/ 2-TRACK SPLICE �J 'C4'ANCHOR I.00AT IONS �/ 'C6'ANCHOR LOCATIONS P-h00k 7 'C/'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED( (USE WHERE-CW IS SPECIFIED) (USE WHERE'CW IS SPECIFIED) (USE MERE'C5'IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION 4.75' LOCATION 4„ LOCATION 4" LOCATION 4" - 4-1 e e e e PRODUCT RENEWED EXTERIOR 4" EXTERIOR �—3.22" EXTERIOR 3-22" EXTERIOR 4" Buil. Ptyi.B with the Florida f-I 3-TRACK SPLICE 3-TRACKSPLICE o Code T� ANCHOR LSPLICEOCATIONS y 3 TRACK SPL CE 'CA'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS NOA-No. 15 1210.01 -CA'ANCHOR LOCATIONS v 'CS'ANCHOR LOCATIONS (U Sr WHERE'CP IS SPECIFIED) USE WHERE'C5'IS SPECIFIED) Expiration oats 04/14/2021 (USF.WHERE'C3'IS SPECIFIED) (USE MERE-W IS SPECIFIED) By Mlanll tl mt Control SPLICE 4,75" SPLICE 4" LOCATION SPLICE SPLICE LOCATION I OCATION LOCATION 4" 0 e EXTERIOR 4„ EXTERIOR --- — —► � 3.22" 3.27' EXTERIOR 3.22„ ���`� LYNN ZII 4-TRACK SPLICE 1 y 4-TRACK SPLICE 4•TRACKSPUCE t+1�•''�aGEN$�c'.�(c� - �J 4-TRACKSPLICE 'C4'ANCHOR LOCATIONS v 'CS'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE'G3'IS SPECIFIED) (USE WHERE'C5-1$SPECIFIED) = NO.51705 •�T (USE WHERE'C3'IS SPECIFIED) (USE WHERE•C5.1$SPECIFIED) K NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FIMAES PERTAIN TOTHE FOMOWNG!PUCE$ 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN LATTER.P.E. _ HEM ANCHOR LOCATIONS _ FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P'E,F SUDS J 3)TRACK-TO-TRACK L NG GLASS DOOR NOA(LM) 10/05116 DISTANCE IS 2.375" V2.375" M2.375" FOR ALL HEADS AND SILLS: OCATIONS F 4 J ROSOWSKI CERT.OF RUTH._9206 -- EIsNU8111 t 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED «+ BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVEN. E — Jamb 5 — —— — — (9 VENICE, 0FIL 34275 16 - P•hook 7 NTS 16 OF 21 f MD-5570.0 'f(941}480-1600 �, PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE eOINSIDE SD' OUTSIDE 13ABTRAOAL 6• INSIDE 175• DOUBLE TYPES SINGLE SINGLE FIXED LOCKSTKE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL A9TRAOAL C INTERLOCK r. .� INTERLOCK INTERLOCK STILE Wl IIANDLE BOK OUT BOXIN RECEIVER RECEIVER INTERIOR OR OUT IN RECEIVER RECEIVER EXTERIOR GLAZED M LOCKSTILE 1J'wv�/vw� IMOERLOCK -T'NGLE E F PP K L L TC TA TV TW INTERLOCK J LOCKSTILE 1..--Nw—'L_{,_ ASTRAGAL OUT wX01O RoxN SINGLE 8 H P A C C SC SA SV SW INTERLOCK INTERLOCK INSINGLEK SD W IN ---- INTERLOCK p00fdtlq poYN STILE RR R S S FC FD FV FW A INTERLOCK nL ("Nam mu" W LOCKSTILE J WMANDLE D M J J U ASTRAGAL locKBTK,E F— ._ polrolN M1rN ASTRAGAL LRT I I DS INTERLOCK INTERLDOUBLE LOCK F.-. BOX OUT (,f i eoxw LLI ASTRAGAL J IN T U Cn own Own AWN* I J OUT.So- ASTRAGALCT CS Lu RECEIVER DF CL IN.OV ASTRAGALA T AS DF RECEIVER OUT.175' C PRODUCT RENEWED ASTRAGAL VT VV VF n—pi Ing with the Florida RECEIVER Bu llding me IN. NOA-No. 15.1210.01 ASTRAGAL• WT WS WF e.plrmllon Dib 04/14/2021 RECEIVER By MIMMI-OPIM Product Control LEFT RIGHT PANEL _ PANEL STILE STILE PANEL TYPE "F"SHOWN, AA11Iulll�r PANEL NOTES: LYNN 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES 8 DESIGN PRESSURE. 1�0'�10EN@F 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE Li VINYL SLIDING GLASS DOOR NOA(LM) No.56705 '. NOT AVAILABLE. o Ct 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 80 PANEL TYPES 14 J ROSOWSKI". � — I 0: ; 4 PANEL TYPE MAY BE EITHER EXTERIOR STANDARD OR INTERIOR GLAZED,BOTH CERT.OF AUTM.M232g8 d� -- R F FLORIOP.•''G\�� TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 — '11111111`1 A.LYNN MILLER,PE. (941}480-1800 SGD-5570 NTS 17OF2t 9 MD-6670.0 i4 pEF57T05 t 1� -6.87b--�1 -- -- --10.636 .640 .126 rtt_1�.680 x'291 .0g1 ►I 762 ® 0 � I L7 0.100 � -.930 J 1.812 O 1.881 ji� 082 .901 � 1.928 �-+-- 1 100 A Qg�-� � FRAME SCREW INTERLOCK CAP, V 2 TRACK HEAD/JAMB Q8 4 TRACK SILL 0 COVER(PVC) 0)ANCHOR PLATE Q TRACK INSERT Q EXTENDED POCKET 6.176 1.000 262 .231 .060 2.060 100 ►� 8.250 062 1.813 _.�� LaA 8.25000 O .949 1.435 1 1.�1.813 1.OB1 "I--.082 I � .060 .100 �J 14_+ 1f BOTTOM RAIL O FRAME,' 1a SI COVERACK Q p-HOOK ADAPTOR 18 P-HOOK O 3 TRACK HEADMAMB ®3 TRACK SILL SUPPORT ADD-ON 229 •0� r 125 640 640 .291 081 r' 2.975- + 2.141+I� 10.828- -6.875- �1_ 42i 30001 .0� 100 - F. 2.807-�I� 1.408 f 1.813 t] 1.881 �-�I�`•082 �_`�.-•OB2 .� .329 J 100 dQ _L 19 EXTENDEDKEEPER (@ KEEPER gARGOVERMENT ®REINFORCEMENT FIXED PANEL CLIP ®REINF RCEMENT LATE O5 4 TRACK HEADIJAMB O2 2 TRACK SM.L -2.511- 1.625 .511 2.838-� -►y 1.570 tr 1.825 - -►{ 1.686 r 1.695 r - •�9 +-2.898 •080 2.073 .099 3.483 .126 1 .070 .076- 4.835 4.279 •100 L 2.833 2.368 2.768 • 00 2.788 2.210 .090 2.116 300 ® 2.025 312 I- ®INTERIOR JAMB COVER 110 I►- 1� 1 .182 .120 ,182 I�2.710 -► 1.875 � - PRODUCT RENEWED 120- 2.291 .11000 _ u oo PANEL STILE,TOP �11w wIM the Florida ® AND STILE © ANDSTOILE REINTTOM @ FORCEMENT, �RENFO CEMENT, @REINFORCEMENT�L �'�INTERLEXTENDOCKADAPED TER (q)INTERLOCK ©ASTRAGAL ADD-ON AND BOTTOM RAIL NOA-No.Cod 18-1210.01 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date 04/14/2021 REINFORCEMENT I 3.328 By 3.462 -�- 3.346 NOTES: Mlaml-D Froduck Control 1.472 819 1)SEE SHEET 4 FOR 128 3.209 Og0 SILL RISERS. .126 080 3.713 3.346 .080 2,176 .046 1.600 3247 2)SEE SHEET 20 .070 1 228 1 .065 g1g FOR SCREEN PARTS. .300 J 1.170 135'CORNER 135'CORNER 135'CORNER 136'CORNER @,y9�90'CORNER 90'CORNER 90'CORNER 3)ALL DIMENSIONS ®ASTRAGAL ©PASSIVE MOUNT ASTRAGAL CAP. ASTRAGAL CAP, �I ASTRAGAL 40 ASTRAGAL CAP, C�ASTRAGAL CAP, IN INCHES. ``ltln IIII,,, EXTERIOR INTERIOR EXTERIOR INTERIOR `�0'0��! LYNN 44,'/i, `w�Nst'•zeEp'�: �5-•�.912r� 912 210 I-� 262- 1 173 VINYL SLIDING GLASS DOOR NOA(LM) 10105/18 ' No.58705 1.281 •082 1.261 11.281 1281 1.281 = .' DDD -7} T( EXTRUSIONS S J ROSOWSKI = 0 0 7/18 g 7/18" } 1-1/18 1-1/16' 1-3118" I < < �O 1� 6 74 ��,, a f� '.TP :!�lOR1UP,.•••'ti't� ®SQUARE BEAD O BEVELED BE vBEVELED BEAD ®DGEE BEAD ®OGEE BEAD CERT.OFAUTH.E482E8. _ r ;�S C9�,`� 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 A.LYNN MILLEN.P.E. (941)•480-1000 SGD 6670 NTS 18 OF 21 MD-5670.0 f PE.E667W • • 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD CLIP INTO INTO FRAME ATTACHMENT (a)ANCHOR ASSEMBLY PANEL °. JAMB& HEADER TYPE AS USED ° INSTALL ONE BLOCK AT e+ IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK. BLOCK r TABLE 1 TABLE A,SHEET 1 �� AT ASTRAGAL,INSTALL •2 (3)#10X ° ONE BLOCK THAT (3)98 X 1.5"SMS SPANS BOTH PANELS. I {"�(3)98 AMS FIXED PFIXED ANEL CLIP ,y PANEL INSTALL ONE CLIP AT THE (2)114" CLIP MIDSPAN OF EACH FIXED ` X 2-1/4"SMS PANEL-TO-FRAME JAMB LOCATION. #8X1' SMS / \\ (4)'#10 x+ ")\ BAR COVER X 2"SMS(") 22 REINF.BAR of #8 X _ 1-114"SMSi � � K[EPER(o� JAMB TO - o KEEPER TO JAMB P SILL ASSEMBLY \� ( ATTACHMENT LOCKING JAMB PRODUCT RENEWED d as comp) 'n Ith the�IwW� _ REINFORCEMENT PLATE 8.0dlne o ." ATTACH WITH#8 X 1-114" 4-PANEL,2-TRACK KEEPER NDA-No. 15.1210.01 0 344/2"MAX O.C. OXXX SHOWN Expiration Date 04/14/2021 -P B — y-- � u Mlam-Da dual Control 2"SMS INTERLOCK _ INTERIOR ti CLIP COVER NOTES EXTERIOR INTERLOCK 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINF.PLATE 2)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING. ,( BOTTOM RAIL w#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ���/ V' 7 SUPPORT" 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. . 't>CENSF''•,E1f (2)#10 X 1"SMS VINYL SLIDING GLASS DOOR NOA(LM) 1 10/05/16 = h No.58705 THROUGH SUPPORT,92 )f INTO PANEL ! PANEL ACCESSORIES INSTALLATIONS J ROSOWSKI 93 #10 ASSEMBLY ( 1�' INTERLOCK SILL RETAINER 1-1/2"SMs ': •. s1 7 F <u; CLIP ATTACHMENT ALL PANEL CORNERS CERT. AUTH.#20298 �� F ,FtoltivP,. WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE �� 'S`��/ONA1.��,`�� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS f N.VENICE,FL 34276 r`"t "`" (941)-480-1800 SGD-5570 NTS 19 OF 21 f MD-5570.0 # A.LYNN PE P.EJ 6!706 f BOX SCREEN DETAILS: - STANDARD SCREEN DETAILS: 123 120 �1 OIi�3 6 1� tell 100 10 110 103 ' 111 O 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 110 33 102 111 0 121 foe 1 9 6 ❑� 111 -- 1� 1 to S 1 3 S V 100 11 - lie %110 1 a HORIZONTAL SECTION EXAMPLE 120 104 toe HORIZONTALSECTION117 1.081 I►-XAMPLE 11.081 1.202--If 1A 1.778 1.778 .936 .876 t. 875 ( - 1.020 ►4. I►- -►#�Oso 050 q_A .046 N OXO to FRAMESCREEN SCREEN(BSIDE RAIL, to A.4TRAGAL 1.993 1.993 1.874 RAIL LATCH ADAPTER PRODUCT RENEWED .062 1+ 082 .082 BOX SCREEN BOX SCREEN BOXSCREEN Building Conge lowlth the Florida a� tot ux 1.435 TOP RAIL BOTTOM RAN. SIDE RAIL � r-.726 NOA-No. 15-1210.01 1x7 .7006 ExptraUonDate 04/1412021 .040 782 by 113 114 1.020 I�- 1.593 .-...�1.373 r+ 129 .062 Mlaml-0ado 720 2 suet contra t2o 101. 123 SCREEN VINYL 1x4 FRAME SILL x 4 0 18 083 ASTRAGAL SCREEN -.065 L833 2 4 e ADAPTER AOD-ON 124 fol r_1 •• .082 -4 1—,372 Otw BOX 101 BOX los BOX SCREEN Q SCREEN SCREEN OOXO INTERLOCK SNAP-ON ASTRAGAL BUG FLAP ADAPTER VERTErSEE SECTION VERTICAL SECTION \ .\gip 1%(Ioil LYk/y EXAMPLE NOTES: . N 1.308 343 .066 yl 1.487 r 1)ALL DIMENSIONS IN INCHES. a�,. JGFNSF" -"I 1.487 r:T - VINYL SLIDING GLASS DOOR NOA(L1�17" 115 t�: No.50705 050 �� 1.510-� —6 _ L-1 0 SCREEN DETAILS ROSOWSKI foa ASTRAGAL N (BBOX ADD-ON IDe AND JAMB ADD-ON o -- - - �BOX SCREEN HEADi n�(�:� Fi 11- F '��� ADAPTER (ORIDp.•'•�.��\� 1070 TECHNOLOGY DRIVE _ ': /()/INAI_ N.VENICE,FL 34275 A.IYNN'l10LEER,PF. (941)-480-1800 SGD-5570 NTS 1 200F21 df MD-5570.01 SPE N 69705 T TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material M Part Description Materiel 1 19001 2-Track HeedJemb Rlpld PVC 42 19085 SIM Riser-(2.1/2") 606375 Alum. 100 12258 Box Screen Top Reil 8083 T5 At 2 19002 2-Rack 891 Rigid PVC 43 19022A 5111 Riser-(31/2") 608378 Alum 101 12257 Box Screen Bottom Rail 0083 TO At 3 19026 3-Dock Heedf lamb Rigid PVC 44 _ 19023A $11 Riser-(41118") W83-TO Alum. 102 12268 Bot Screen Bide Rag 8083 TIS AI 4 10028 3111rack SIII Rigid PVC 45 19024A SIN Riser (4-6f&j 8083.78 Alum 103 84428 Box Screen interlock 6053 TO Al 6 19027 411ack HeadlJamb Rigid PVC 60 718W9W .15T'x.3W'Finest(Stile) 104 17347A Box Semen Snap-on Bug Flop 606318 At 8 19026 41hck SIII T Rigid PVC 61 71895K 1.1/7'x V x 3/4"Fln Seal Dust Plug 106 64345 Bax Screen OXD Astragal Adapter 6003 T8 AI 7 19009 Frame Screw Caer Rigid PVC 62 71696 Duet Plug 108 17349 Box Screen Astregel Adapter 606375 At 8 10031 Anchor Plate 608313 Alum. 80 419041 Interlock Clip Cover PVC 107 19039 Box Screen Frame 3111 Add-on 608318 At 9 19007 Trask Insert 808379 Alum, 61 78169X Tandem Roger Assembly 88 106 19038 Box Screen Hsedl tomb Add-on 808318 Al 10 10084 Interlock Cap-Extended Pocket Rigid PVC 52 78163N Tandem Roller Assembly Nylon 109 720XIX #1420 it f MS Q Top Pell 33 11 19036 Bottom Rall Support 608315 Alum 63 7WBFPTX #8 x 314"Ph.FH SMS C Roger✓R Reim SS 110 720X112X #1420 x 1-117'MS Q Bottom Rail 38 12 19MM Outer Sill Cowr 008346 Alum. 64 419042 Frame Header Block Nylon 111 717950 Wel ,.279'x.JWI-Fin Seal 13 19011 1611 Track Caw Rigid PVC 1 86 _ 48062 Roller Apt.Hole Plug PVC 112 1 61$06K Walp,.187"'X.690,a Bug Flap 17 19032JP-Hock Adopter 608376 Alum. 08 44386 4 Hole Bumper Slop PVC 113 78RAZ Standard Roller Nylon- - - 18 19020JP-Hock W8378 Alum. 67 7eXl14FPTX NO x 1-1/4'Ph.FH SMS QBumpor Stop 88 114 7SRAX HO Roller 88 19 19047M lExteridedKeepar 8083TSAlum 68 7101i8G SIII Pkig PVC 115 Was Screen LockingHarclNere Steel 20 19029M Kasper 808&0 Alum. 69 78186X Gemini Mortise Lock wlbng Tdm plate Stem/SS 116 419053 Screen Keeper Stam 21 19014 Reinforcement Bar Corer RIgW PVC 70 71032X1FPFX 10.32 x 1"PILFH MS 4D Lock SS 117 78XiPPA 118 x 1"Ph.PH SMB Steel 22 19030 Reinforcement Bar 600&76 Alum. 71 venae Handle Kit Cost 23nc 118 18921314 Screen Spore..IW-6.186" Vinyl 23 19037M Fixed Penal Glp 808310 Alum. 72 19064 Interlock Retainer CAP Nylon 119 181602D Screen Cloth FI loss 24 19D36M Reinforcement Plate 6118378 Alum. 76 Kommading 4SO TPS Specer System 26 19017M Top Reil,Bottom Rag and Locks9le 6006.76 Alum. 78 Queries Super Spacer nXrwllh Hot Melt Butyl Sea Sham TABLE E:STANDARD SCREEN 28 18048 Reinforcement Composite 77 OuanexDurasael 10 for If Part# Description Material 27 19018M Interlock.300 Reinforcement,Std 8005-TIS Alum. 78 Cardnal XL Edge Spacer Materials 120 12033 Screen Frame Rall 6083 T5 AI 20 19013M Interlock ADO Reinforcement,HD 600&76 Alum. 79 Dow Corning 996 or GE-7700 Beckbsddng Silicone 121 12020A Screen Frame-Side Reil(Latch) 8063 T5 AI 29 19019M Aelregol Reinforcement 8006-T6 Alum. 80 10090 7/18"Square Bead Rigid PVC 122 17353 Screen OXO Atlragel Adapter 6083 TO At 30 19083 Extended Pocket interlock Adaplor SWUM Alum 61 7116"Bowled Bead Rigid PVC 123 4863K Soreen Vlnyi Astragal Adapter Rigid PVC 31 10006 Interlock Adaptor — Rigid PVC 82 19044 1-1/15"Beveled Bead Rigid PVC 124 100128 Frame SIII Screen Add-on 8063 T5 At 32 19008 Astragal Add-on Rigid PVC 83 18046 1.1118'Ogee Bead Rlgld PVC 126 6FP95K Bug Flop,a5 4/-6 duro. Vinyl 33 19004 Penal 8910,Top/Bottom Roll Rigid PVC 64 19016 i-3/19'Ogss Bad Rigid PVC 120 78X`l12PSATS #8 x 1-1/2"Ph.PH SMS(Assembly) SS 34 19040 I Interior Jamb Cover 608316 Alum. 85 71721iK Selling Block 12'x 4"x 11181,86+/.6 gena Neoprene 127 712027 Comer Key Wheel Assembly(Standard) Hybl 35 10078 136'Comer Astragal 006378 Alum a8 71726K Selling Block V x 4"x 1116",85+1.6 duro. Neoprene 128 71202788 Comer Key Wheel Assembly(HD) SB 35 19077 135•Corner Astragal Passhe Mount 0083.18 Alum. 90 781PSTX #8 x 1"PR PH SMS 0 Frame Assembly SS 129 vada Screen Laking Hardware Steel 37 19079 13V Ctxnw Astragal Cap•Ext. Rigld PVC 01 78X114PHPT41OX NO x 1.114"Ph.PH BMS 0 Relnt Bar 88 130 71OX34PPSDAX #10 x 314'Ph.PH SMS a Screen Asl. 88 3a 19080 136'Comw Astragal Co -Int. Rigid PVO 92 710XiPHPTi8-iX #10 x 1"Ph.PH SMS Q Rall Support 33 131 78X12PPSMSX #8 x 1/2'Ph.PH SMS 0 DoorAsl. SS 39 19078 90'Caner Astragal 6063411 Alum. 93 710X116PPX #10 x 1.112"Ph.PH SMS Q Fxd.Pnl.Glp 88 132 1692/3/4 6creen Spline-.145' Vinyl 40 19087 90•Corner Astragal Cap.Ext. Rigid PVC 94 710X2.6PHPT18.8X 910 x 2-117'Ph.PH SMS Q Reint PletelAst. BB 133 181BC20 18crean Cloth Flberaleas 41 19082 90'Comer Astragal Ca -Int. I Rigid PVC 95 71420X2.26FPFX #12 x 2-1/4"Ph.PH GMS 6 Hdr.Block SS Do 710X1.76PPX #10 x 1.3/4"Ph.FH ISMS @ Keeper 88 97 710X34PPX 10110x314"Ph.PH SMS @ Ext.Pitt.Int. BS PRODUCT RENEWED . t311UUr �s comIlyo gewlth the Florida ��Ny LYNN 4f7jri�� nuildln lC: d NOA-No. 15-1210.01 �' \O k7 SN.• `10EHSC''•F'P i expiration 0 04/14/2021 14 ' LI VINYL SLIDING GLASS DOOR NOA(LM) 10/06M6 By x No.50705 - Mis.1-9 Product Contr — PARTS LIST -- 4 J ROSOWSKI .^D 6( IS IIS CERT.OF RUTH.#12 06 `� _ _ �O F(On30l" G\� . NOTES: 1)ITEMS#14-15,48.48,63-60,73,74&87-59,06 6 99 ARE NOT USED AND 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 ARE NOT PART OF THIS APPROVAL. (941)-480-1000 SGD-5570jj� NTS 21 OF 21 MD•5570.0 4 A.LYNN uxLER,P.E. P.E.#68705 0 h