Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Notice of Acceptance (2)
5LVOT CT G-LO Wk File copy M 1AMI-DADE 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/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(W. 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. F 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 Miatni-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.Plasencia,P.E. NOA No. 15-1210.01 MIAMI DADS COUNTY Expiration Date: April 14,2021 a n Approval Date: March 3,2016 Page 1 PGT Industries i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawin s and sections. g (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)Unifonn 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 12/07/151,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 202194 M1 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 202i 94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 _ 3)Water Resistance Test,per FBC,TAS 2102-94 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) i Jorge M.Plasencia,P.E. Product Control Uuit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval IDate: March 3,2016 { I 1 I PGT Industries I NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED ' I i 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 202I 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 11/06/151 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 202194 2)Uniform Static Air Pressure Test,per FBC,TAS 202194 3)Water Resistance Test,per FBC,TAS 202-94. I 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 202194 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 tluu A-22), dated 11/19/10, signed and sealed by Jorge A.Causo,P.E. (Submitted underNOA No. 11-010Z04) 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 andl sealed by Jorge A. Causo,P.E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying wit FBC-2014,prepared by PGT, dated 12/09/1 Sand 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 (RE{R). I Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 9 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-2 _ I i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � 1 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd f6r 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 ASTTIME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulos d composite material. (Submitted under NOA No. 11-0107.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inca 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. I F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5t'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. _ I j 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 06/18/115 and expiring on 04/14/16. ' I I i I 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 I • TABLE : SERIES 5570 IMPACT RESISTANT SLIDING GLASS'DOOR Group Anchor Substrate Frame Member Min,Edge Min, 'MIN.OF3THREADS INCLUDING POCKETS &900/135e CORNERS bletsnca Embedment SBEYONDUBSTR T THE METAL .T sous orn PI es amb SUBSTRATE.METAL [GENERAL NOTES: qt2,steel sMs SG=0.66) P•hook 9/16' t 3/e' SUBSTRATE TO MEET MIN. Aluminum,6063T6• Head/SIII/Jamb 316' 1/e• 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10, (G5)or MO S.S. 0.126'min.thiokness P•hook 316' lis• STRENGTH AND THICKNESS 2)DESIGN PRESSURES: SMS, REQUIREMENTS PER min.11 Steel,A36' Head/SIIVJsmb 318, 0.060" CURRENT FLORIDA BUILDING A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. ( 0.060•min,lNokness P•twok 318• 0.080 p Ihreedefln) B.POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS PER ASTM E1300. Steel stud,A663 ne s) HeaP&hooJamb 30 0.071' 14 Ga. 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,thickness P-hook 318, 0.071. 14 Go. BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4'Eloo P.T.Southern Pine Jamb 1' 1.316' JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC), Uloacon So"MR s P-hook 1• 1.3re• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114'Elco 410 P.T.6oulhem Plne Heed/SIIVJemb 1' 1 3l8' FOR STEEL STUDS, 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CreteFlsx SG=0.65) P•hook 1• 1J76' MIN.FU=45 KSI f112.steel wood P.T.Southern Pine Head/811VJamb 9/16' 13'B" 8)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD. 6 screw G6 so=0.6s P•hook e116' t-316• MIN.FY=33 KSI, WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED SG-0.to P•hook 1' tJ/8' (PAINTED OR LAMINATED)WHITE RIGID PVC NOA 1/4'Elco min.2.86 kel Head/811UJamb 1• 16• 1•&6' "UNGROUTED CMU"VALUES REFERENCES(TEST REPORTS):FTL-6337,6336,B646.8649,8652&8717;EXOVA-10.002.792(A)&10-008-10231; Ulltecon Ungrouted CMU, Jamb 1' 1-11a' MAY BE USED FOR GROUTED CAMBRIDGE 535753-09; ASTM G90 Rhook 1' 1.114• CMU APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Urgrouted CMU, Jamb 1.314" 1.114 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION 1/4•Elco 410 ASTM G90 P•hook 1.314' 1.114' EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, C S.S.CreteFlex Concrete Head/61111Jemb 1.31W 144• IMPACT RATING (COMPONENT REQUIREMENTS). (min.3.36 ksl P-)wok 1" 1.3/4' RATED FOR LARGE&SMALL 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete Fiead/BIIVk 1.112• 1.316' MISSILE IMPACT RESISTANCE 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. min.2.22 kel Paook 1•i/2' 1-316' 10)THE 6670 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. .S. ggrElc 1&t UnASTMd CMU, Jamb 2' 1.1/4' DESIGN PRESSURE RATING 5.6.Ag9ro•Gelor ASTM G90 P-hook r 1-114' P.T.southern Pine Head/SlWamb 1' 1.3'6' SEE TABLES 1,2&B1,B2 ANCHOR NOTES: eG=o.65) P-hook I. 1.310• ON SHEETS 7&8 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Conorele Head/8111/Jamb 2.112' 1-Va, APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 1/4'Elco imiln.2.05 kel P•hook 2.11r 1.318' - REQUIREMENTS. Ultracon Ungrouled CMU, Jamb 2.112' 1-1/4' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET, 0 ASTM c90 P-Hock 2-11r 1.114• PRODUCT RENEWED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1AIZ'THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL Concrete Head1S1111Jamb 2.112, 1.3/4' as complying 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'Creo Flo min.led M Jamb 2-1/2' 13 e' NOA-BuildiNo._ Code GREATER,1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE S.S.CreleFlox Ungrouted CMu, Jamb 2-1/2' t•tl4' NOA rto. 15.1210.01 ASTM G90) P-hock 2-112' 1•tf4' Expiration Date 0411412021 STRUCTURE.BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. By 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES.............1 Miami-np Produet 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.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DP/ANCHOR TABLES 7-8 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE............................9 SUBSTRATE IS WOOD,300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS............10 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TA FLORIDADARDSBUILDING 11-16 LDINO CODE(FBC),5TH EDITION ANCHOR LOCATIONS....... PANEL TYPES...................17 INSTRUCTIONS: ASTM E1300-09 EXTRUSIONS.....................18 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES.................. .Y SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 \0 . IJN "lee I", GLASSlREINFORCEMENT. - AISI-S100.07/S2.2010 PARTS LIST....................:..21 >1.'�10ENSF''•,-Fp 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) A 10/06/15 No.58'/05 '• HEIGHT. - - 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A.THISgj GENERAL NOTES 11 m* J ROSOWSKI 9 ` SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE 'A*-S�TA )6 DISTANCE. lO��'•.FtOR10?.•' �� 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN CERT.OF AUTH.il20296 m i lsS/ 0%,'11 PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE �� //�Nn-r r`, 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)•480.1600 SGD-5570 NTS 1 OF 21 $ MD.5570,0 A.LYNN MILLER,P.E. P.E.p 68705 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX,UNIT WIDTH — NOM.PANEL WIDTH NOM.PANEL WIDTH _ q I NOM,PANEL WIDTH NOM.PANEL WIDTH PER TABLES I&2 PER TABLES 1&2 PER TABLES I&2 + l r, PER TABLES 1&2 111 i ��(� 1 MAX.UNIT I MAX.UNITT ® /� / I MAX.UNIT r s I MAX.UNIT HEIGHT / I^ HEIGHT /a / I HEIGHT a HEIGHT ° ^ PER TABLES 1&2 I PER TABLES 1&2 / / I PER TABLES I&2 i PER / / TABLES 1&2 / / A / ,I PocKsr I 1 / / /y roulEr 10 / / / / Poor I 1-PANEL J 2-PANEL J 1�3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS J CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH MAX,UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PERTABLES1&2 PER TABLES I&2 �— �— f MAX.UNIT � � MAX.UNIT ' ! I MAX.UNIT }{ ' }< I HPER T f No e HEIGHT I^ HEIGHT CJ CJ I^ / / seer. PER TABLES 1&2 / / / / / / TABLES 1&2 s 1 wnEr IN PER 1&2 ��I� ___I 5-PANEL CONFIGURATIONS J CORNER,TYP.8-PANEL CONFIGURATIONS OIRSIOECORNEIASNOVM,INSIDE CORNEN51WL4R PRODUCT RENEWED MAX.UNIT WIDTH MAX.UNIT WIDTH as com I9Ing with the Florida NOM.PANEL WIDTH NOM.PANEL WIDTH Building Code PER TABLES 1&2 PER TABLES 1&2 _ NOA-No. 15.1290.01 --I Expiration Date 04//412021 BY_c!GfI� Mlnmi- 5 MAX.UNIT 1 I MAX.UNIT I e Produif�of HEIGHT rW HEIGHT PER-TABLES 1&2 - _ - /— •--- I PER TABLES I&2 / / / _ / _ _ / / L P°c J' �_ / / /� /— — - /- -- P�ICI -- -- - --- 7-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL -- - - -1)•ALL CONFIGURATIONS•SHOWN ARE•ALSO AVAILABLE.AS POCKET-CONFIGURATIONS-AT_EITHER OR BOTH JAMB "0"=INOPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/18" \ON�LYNN j yl LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET CONFIGURATION CAN BE XXXX , XXXX OR XXXX OXXX IN - p"-?OCKE7- -- _ DLO HEIGHT=DOOR HEIGHT-11-1/16" �.��o��.,• I!F (P) P P P p' POCKET CONFIGURATION CAN BE OXXXp, PANEL HEIGHT=DOOR-HEIGHT=2-112" --- -'— 56705 2)90°&136°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS ja� J ROSOWSKI REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® < a ":p''• STn E r •'tic;V� f—DETAIL LETTER CERT.OF AVTH.N29298 ��.'' F!oRlo?•''�C9�: 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. ( ) 1070 TECHNOLOGY DRIVE 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT2 (--SHEET NUMBER N.VENICE,FL 34275 g a A.LYNN MILLER,P.E. (941)-480-1600 SGD-5570 NITS 2 OF 21 MD-5670.0 z P.E.p88705 DETAIL Al DETAIL Bl METAL TYP.,SEE ANCHOR THRU 1X WOOD ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN,OF 3 CONCRETEICMU PER INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH — 1/4"MAX. REQUIREDIFDOOR 10 TYP.ANCHOR TYPE, I HEIGHT IS OVER 96- 21 oa EMBEDMENTAND •;,;�: oa MAX 2e O.C. zz 81 EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE ya tt q o e TABLE A,SHEET 1& Q bo NOTE 3,BELOW •.L�. . 5 DAYLIGHT to INTERIOR z7 2e mva OPENING-1 26 —1 d WIDTH I — —— e EMBEDMENT EDGE ;" '� d L' c� m d EDGE DISTANCEf• . 0 25 "LJ 80 18a v exTEwoR DISTANCE n SEE NOTE 6, SEE NOTE B, I I 26 "LJ 27 28 1/4"MAX. —r-I �.' •, THIS SHEET V �THISSHEET iX OR 2X WOOD I I SEE NOTE 8, \n J-�, / a2 THIS SHEET BUCI(STR{p,SEE SEE NOTE e,TH18 SHEET 29 EMBEDMENT ANCHOR / NOTE 4,SHEET 1 L_—.————J,1 1t6 X 3/4"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE, PLATE AT } / ea PER STILE,LOCATED AT CENTERLINE AND 6", EVERY / HORIZONTAL SECTION(XXX SHOWN) — EMBEDMENTAND ANCHOR _` 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER LOCATION i DETAIL B2 SUBSTRATE,SEE DETAIL C2 DETAIL D2 ` _� TABLE A,SHEET 1& DETAIL A2 INTERLOCK ASTRAGAL INTO MASONRY �`_ NOTE 3,BELOW 2X WOOD BUCKSTRIP OR FACING wr. INrozxwooD 10 gEQUIREDIFDOOR EMBEDMENT FRAMING,SEE ANCHOR 9s DAYLIGHT 21 r HEIGHT IS OVER 96' e 1/4"MAX. �r Q NOTE 3,SHEET 1 OPENING 22 s INTERIOR I PRODUCT RENEWED WIDTH EDGE I I Buildln�God with the Florida 7 DISTANCE I I NOA-No. 15.1210.01 TYP.ANCHOR TYPE, ���111 SEE NOTE 8,THIS SHEET Lr' _1 I I expiration Date 0 4/1 412 0 2 1 EMBEDMENTAND ze a z7 se a 26 EDGE DISTANCE PER d e TYP,ANCHOR TYPE, I I ay SUBSTRATE,SEE a os 2a a EMBEDMENT AND P cJ Miami- a roduct control TABLE A,SHEET 1& 31 o o p EDGE DISTANCE I —I _—NO-TE 3,_BELOW PER SUBSTRATE, SEE TABLE A,SHEET EDGE c9 C5 1&NOTE 3,BELOWc— ------------------- DISTANCE 4mq � E%TCRIOR PANEL WIDTH N CONCRETE/CMU PER ASTRAGAL MAY BE J �+ 1/4 MAx. HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT INTERIOR OR \\ FIXED PANEL CLIP& -- -NOTES �——�'- __ EXTERIOR DIRECTION. ANCHORS,SEE , ...... 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 8,THIs sHEEr> -- DETAIL SHEET 19---— ALL PARTS IDENTICAL. `� �a`��pENSC 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALLLOCKSTIL[S, e' T 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED�. 26 20 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 �` PIG.�,t}705 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND ,,,• 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-SECT.jm J ROSOWSKI FRAME ANCHOR LOCATIONS. ;„p TATti F 6 PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON, v ........... C9 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL CERT.OF AUTH.N29298 �a (. INTERLOCKS FOR �27 28 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY I I � 1070 TECHNOLOGY DRIVE THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. LYN srnNonao HD N.VENICE,FL 34275 A. N MILLER,P.E.7)SEE SHEET 20 FOR SCREEN DETAILS. (941)-460-1600 SGD-5570� NTS 3OF21 $� MD-5570,0 £ PILLE8 TYP.ANCHOR TYPE, DETAIL IMSONRY1 AND EDGE DISTANCE PERDMENT DETAILOOD2 (ETAIL INTO MASONRs �IENTO ME7AE4 DADE APPROVED MULLION,FBC iX13UCKSTRIP 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 CONCRETE/CMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. PER ANCHOR DISTANCE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, REQUIREMENT � EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 EMBED- DISTANCE DISTANCE ' •'- '4 a. EDGE DISTANCE MENT EMBEDMENT " ° ro'• ,+ • EMBEDMENT EMBEDMENT 1/4".MAX. e 1X OR 2X MAX. nn nn 1/4"MAX. sLdl 1/4"MAX. o -1/4"MAX. t o Q su BUCKSTRIP,SEE I1 u 9 ANCHOR NOTE 3, "TYP. CHORTYPE,EMBEDMENT AND TYP,ANCHOR TYPE,EMBEDMENT AND o EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 80 83 y33 SHEET 1 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET e NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. I LOCKSTILES, 2)REFER TO ANCHOR NOTES,SHEET 1. i� FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, VV AND #8 X 34'SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2, DLO WIDTH=NOM.PANEL WIDTH-8-9/18" HORIZONTALAILSSCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11AM 6' ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" EVERY ANCHOR LOCATION (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT 25 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPENING FRAME PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT RENEWED HEIGHT NOTE 8, SILL RISER EXACT DIMENSIONS. as com i In with the Florida THIS SHEET VARIES WITH Building o e REQUIRED NOA-No. 15-1210.01 EXTERIOR POSITIVE O DESIGN Expiration Data 04/14/2021 29 az PRESSURE, .390 77-----►I 1+- Dy eigERwR et ors o2 0 SEE SHEETS 390-►1 r { Mlaml-Da roduct Control 7&8. .390T--•1 F-- lT- GI-- - -w oR 20 --- - T --— I 2.947 ------ —— -2.370 - 1/4"MAX. 83 42 n42SHOWN 1.793 3.464 4 041— GROUTAS 9 fW3.45ALSOAPPLY ,823 - 2.887 L NEEDED,SEE 2 �? .060 060 ANCHOR'NOTE 13 6D 5,SHEET 1 e t2 P 2-1/2"=TOTAL ,080 0 1/4"MAX. �Cl SILL HEIGHT O SILL RISER O SILL RISER O SILL RISER O SILL RISER �t� , -- J d�� a2( as(3.112"TOTAL a. (4-1116"TOTAL (4.5/8"TOTAL \��` ��y LYNN l�l<! tg _ 2-1/2"TOTAL ` p ,•• C SILCHEIGHT)--SILT HEIGHT)—SILL HEIGHT)---SIL-L-HEIGHT)—EMBED- EDGE MENT " r t EMBEDMENT DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) 1A 10/05/15 d. EDGE TYP•ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. J ROSOWSKI = d .Q vll� u= DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENTAND < a '"p sT �EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE ® �� �a''•.,a�CRtoi".. C9 XCMONCR�ETEICMU PER SUBSTRATE, NOTE3,SHEET1 PER SUBSTRATE, CERT.OF AUTH.029296 ,tp ""''"'CHOR DETAILF1 SEE TABLE A, DETAILF2 SEE TABLE A, 1070 TECHNOLOGY DRIVE REQUIREMENT INTO MASONRY SHEET 1&NOTE 3, INTO WOOD SHEET 1&NOTE 3, N,VENICE,FL 34275 A.LYNN MILLER,P.E. THIS SHEET THIS SHEET (941)-480-1600 .0 SGD•5570 NTS 4 OF 21 � MD-5570 v.E.a saTos r 2 Pao]�ILI� . 71 o 0 INTERIOR 35 71 2 INTERIOR - 4 coo 26 gg 25 O 28 37 00 MAX 18.5 O.C. TTF IOR 10 98 MAX 3.6.O.C. 1 33, EESHEET19 H2 o � e 95 MAXMaxas•oc MTERIOR DETAIL •SEE SHEET I9 EXTERIOR OUTSIbE CORNER DU 09 �0 I TERIOR 39 1 0 � 25 20 0 04 MAX 18.6.O.C. EXTERIOR EXT�nE-WOR 37 V 135° V U 41 OD DETAIL H !3�° 33 39 q c DETAIL G1 1 [] 136• � O,p O� 90. - MAX 18.6'O.C.04 INSIDECORNER O IN91DE CORNER � �� WEERRIOR INTERIOR 41 MAX 3.6.O.C. 10 90 09 X E R 1 V 0���•(.,,.� 1 9EE SHEET 19 FOR �O 2 PRODUCT RENEWED 6��� � as eomp(Ying with the Florida Building Code �OO Noa-No. 15.110.01 135° Q Explratlon vote 04J14/2021 INTERIOR By Rtlam-Da roduot Control 2-— NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. zs oR ze a�v 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR ��® QUANTITIES,SEE TABLES 1&2.' 11111I u l 1177� --- 33—38 _ 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, �� �YNN 35 — a`— -- DEPENDING ON•CONFIGURATION— F DETAIL G2 MAX 18.6.O.C. _-- F 196• SEE 3HEET19,e e3 `f1J P VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ;.k r Nu,Ge705 OUTSIDE CORNER gg = CORNER ASTRAGAL HORIZ,kSECT. 18- J ROSOWSKI �( 155 W CERT.OF AUTH.929296 %0,(.;•.,FLOOOP'�G\ 1070 TECHNOLOGY DRIVE / SSfONP4 N.VENICE,FL 34276 ", A LYN (041)-480-1600 P,E.M✓tLLER,P.E.i 60705 I I DETAIL I I DETAIL 12 OPTIONAL NON- e' INTO MASONRY INTO MASONRY STRUCTURAL a :. �� CONCRETEICMU ANCHORS FOR INTERIOR POCKET-��, N Q 21 zz _ EDGE PER ANCHOR JAMB �'"'%I;. � at TYP.ANCHOR TYPE,EMBEDMENT DISTANCE REQUIREMENT � za RO AND EDGE DISTANCE PER "` SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST '•'. ao FIGURE 1,INTERLOCKS AT POCKETS: THIS SHEET SHEET 1&NOTE 3,BELOW :: .•'.or•: INCLUDE A NON-STRUCTURAL, o r FOR DOOR HEIGHTS 06"AND LESS: FRAME JAMB 70 REDUCE THE {' 10 POSSIBILITY OF WATER "• .`.,'•., +'; OPT. INFILTRATION. 2f �`� i i,• '1': : ANCHOR 71 q E114-MAX. 1° EMBEDMENT POCKET BY OTHERS,SEE r _ 17 OPT. .� "�:•;.y 17 OPT. NOTE 6 BELOW. �1� EXTERIOR d C3 MER "; 411nr uQ� EXTER R q o FOR DOOR HEIGHTS OVER 06" G]EXTERIOR'•i;',""• .. - ; 1 +• , OPT. MAX.O.C. 1l4"MAX. ::.1;,..:' '•".: �..:•.' r ANCHOR 1° ST 21.0" TYP.ANCHOR TYPE,EMBEDMENT CONCRETEICMU TH S SWEET 91 `� 30SEE q AND EDGE DISTANCE PER EDGE\-PER ANCHOR (2)OR 27 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 01 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1:ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO THE METAL SUBSTRATE EDGE SEE AN 2X WOOD OR PRODUCT RENEWED FRAMING,SEE ANCHOR as comp)yying with the Florida DISTANCE 9ullding Codo _ EDGE NOTE 3,SHEET 1 DISTANCE OPT,ANCHOR Noa-No. 15-1210.01 DETAIL 13 PTANCHOR Explratlonoato04114/2021 INTO METAL EMBEDMENT I ey17 OPT, � (_08 OPT. Miami-D Product Control -- EMBEDMENT- --- - DETAIL I4 q 114"MAX. q o MAX. — — EXTERKIR 10 SEE FIG I, SEE FIG 1, d THIS SHEET S1 d O THIS SHEET 30 20 R 27 EXTERIOR 22 f 1 20 �7 T�T11 Iflll -- - _�---- EXTERIOR POCKET - - - -- ----EXTERIOR POCKET`— — -- - — `,���o��{tYNNr �IOENS.• NOTES ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 _ No.56705 / ^ 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, P-HOOK EXAMPLES,HORIZ.X-SECT, j� J ROSOWSKI T1 .Ll �5I I6 r 2)REFER TO ANCHOR NOTES,SHEET 1. d 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ®jur < ';pUt'., FT E ,.'s coRID. 4)SEE TABLES 1&2 FOR REINFORCEMENT REgUIREMENTS, CERT.OF AUTH.#202901070 TECHNOLOGY DRIVE d� S7�11 I I I I111T`,C'\` 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 'i,S ONA\\ E. 8)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 A.LYNN MILLER,P.E. J8 OF 21 EI AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 IISGD-857011� NTS MD-5570.0 P.E."58705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Glass Types 1,3 or 6 80" 84" 96` PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE TABLE A, YP SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS, Astragal Reinforcement#29 68-16116"DLO Height 72-15/16"DLO Height 84-16116'DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Looksille Reinforcement#26 or 426 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Sid.Interlook Reinforcement#27 A B C D A B C D A B C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +601-60 par +601-60psf +601-60psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19.1/8` Head/SIII 03+1 C3+1 C3+1 C3+1 C3+1 C3.0 I C3+1 C3+1 C3+1 Width 03+1 03+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 5 5 5 6 b 6 6 6 b 5 MIDSPAN OF PANEL). P•hook 7 7 7 7 7 7 7 1 7 8 8 0 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +60/-60psf +60/-60psf +80/-60psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25.1/8" PERPENDICULAR TO THE GLASS. 30" DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 Width Jamb 6 b 5 5 5 5 5 5 5 •5 5 5 P-hook 7 7 7 7 7 7 7 1 7 8 1 8 8 1 8 Design Pressure +601.60psf +60/•60psf +60/•60psf IS31.1/8° Headislil C3+1 03+1 03+1 C3+1 63+1 C3+1 C3+1 C3+1 C3+1 03+1 03+1 03+1 n 36" DLO Width Jamb b 1 6 5 6 6 1 6 1 5 1 5 5 6 1 5 1 5 P-hook 7 7 7 7 7 1 7_1 7 1 7 8 8 8 8 DeslgnPressure +60/40psf +60/-60psr +60/-60psf Z 37-1f8` 42' DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 c3+1 C3+1 03+1 C3+1 C3+1 TABLE B1: Width Jamb 6 6 5 6 6 5 6 5 5 6 5 5 Water-Limited FIG 1: P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH Design Pressure +60/-60psf +60/-60psf +60/-60psf SIII Nom.$111 Max.(+)DP 43.1O Haad/SIII C3+2 03+1 C3+1 C3+1 03+2 C3+1 03+1 C3+1 C5+2 C3+1 C3+1 C3 40" DLO Riser Height Allowed � DOOR ASSEMBLIES Width Jamb 6 b 5 5 5 5 5 5 5 5 8 5 None 1-11/16` See Note2 O INSTALLED WHERE THE PRODUCT RENEWED P-hook 7 7 7 7 7 7 7 7 8 8 0 81 ru OVERHANG(OH)LENGTH IS as complying with the Florida 42 2-1/2' +38.7 Pat z EQUAL TO OR GREATER THAN Building Code 43 3-1/z, +80.0 psf p THE OVERHANG HEIGHT IS NOA-No. 15.1210.o1 USED IN EXAMPLE ON SHEET 9 44 4.1116" +60.0 psf EXEMPTED FROM WATER Expiration Date0411412021 45 4818" +60.0 psf INFILTRATION RESISTANCE. By Miami- roduct Control DLO WIDTH-DLOHEIIG T NDOORHEGHT-lOM.PANEL i 1188/18" \\�1�rrr4rnrlrrirrr ----------- --------------- -- - —— ----- PANEL.HEIGHTE- OR HEIGHT-?.-1/2" \ ....pr.... 1, TABLE NOTES: � Q' '•.�'<'� VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 1r Wo.:rB%05 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 ? d AND TABLE B1 DETERMINES THE WATER LIMITED(+)UP, DP&ANCHOR QUANTITY TABLES J ROSOWSKI ;.p (2ti- 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL a a sT 1Lc,' I RISER IS NOT REQUIRED.IF 50,+DP'S SHOWN IN TABLE 1 MAY BE USED. 3)SEE SILL RISER TYPES ON SHEET 4. CERT.of AUrrr.e2929e ro %C��, ... • 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE /";WONAL 6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 8)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACINGr1ISGD-5570JjjA.IN rrN Ieal.r:R,P.E. (941)•480.1000 N7S � 7 OF 21 �� MD-5570.0 �� p,g,q 68708 r n o r , � TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glaas Types 2 or 4 80" 84" 96" 106, 120, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS, Asiragal Reinforcement#29 58-15/16"DLO Height 72-15116"DLO Height 84.16/16"DLO Height 98-15/18"DLO Height 108-15/16"DLO Height THE MAXIMUM DP AT THESE'ANCHOR QUANTITIES.ADDITIONALLY,THE Lockatlle Reinforcement#26 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 B 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 +100/-100psf +100/-100 psf +100/-100pst +60/-65psf +60/-65ps! #OF ANCHORS THROUGH THE HEAD&SILL,(EX:FOR C3+1,3 ANCHORS 19.118" CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Head/Sill C3+1 C3+1 C3+1 r7� 03+1 C3+1 C3+1 C3+1 C6+1 03+1 C3+1 C3+1 C3+1 C3+1 G3+1 C3+1 C3+1 C3+1 C3+1l C3+1 MIDSPAN OF PANEL). Width Jamb 6 5 5 6 5 5 6 6 5 5 6 6 6 6 6 6 8 6 8 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 1 7 8 8 8 8 9 8 9 1 9. 10 10 1 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +f00/-100ps1 +100/-100psf +100/-100psf +60/45psf +60/-65psf PERPENDICULAR TO THE GLASS. 25418" Headfaill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 03+1 C3+1 103+1 30" DLO Jamb 5 6 6 6 6 6 6 Width 5 5 1 6 1 7 5 6 6 6 6 8 1 6 6 1 6 P-hook 7 7 7 7 7 1 7 1 7 1 7 B 1 8 1 8 1 8 9 9 9 9 10 1 10 1 10 1 10 DesignPressuro +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/•65psf FIG 1: 3DLO Head/SIII C5+1 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C3+1 CS+1 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 03+1 C5+1 C3+1 C3+1 C3+1 OH LENGTH 38" DLO Jamb 6 5 8 5 S 6 6 6 b 5 7 6 6 6 6 6 6 a 8 6 Width ' P-hook 7 7 7 7 7 7 7 7 B 8 0 8 9 9 9 9 10 10 10 1 10 DOORASSEMBLIES Design Pressure +f00/400psf +100/400psf +100/-100psf +60/•65psf +60/-65psf O INSTALLED WHERE THE 37-118, HeadlSlll C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C6+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C6+1 C5+1 C3+1 M OVERHANG(OH)LENGTH I$ 42" DLO 7 EQUAL TO OR GREATER THAN Width Jamb 5 5 7 6 5 5 7 5 6 1 6 8 6 6 6 6 6 6 6 7 6 x P-hock 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 O THE OVERHANG HEIGHT IS E EXEMPTED FROM WATER z DeslgnProssure +100/-100psf +100/-f00psf +02/-92psf• +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 43-1/8" Head/Sill C5+2 05+2 05+2 03+2 CS+2 1 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 05+2 C3+1 C6+2 C3+1 C5+2 C5t1 C5+2 C3+1 48" DLO Jamb 6 5 7 5 5 6 8 5 6 5 9 6 6 6 7 6 6 8 8 6 Width TABLE B2: PRODUCT RENEWED P-hook 7 7 7 7 7 7 8 0 0 8 B 9 9 9 9 B 10 10 10 10 ns tempt In with the Florida Design Pressure +80/-60psf +80/•80psr +80/-80psr +60/65psr +54.1/-50.7psf, Water-Limited is o�a 49-1/8 Head/Slll C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 05+2 03+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C6+2 (+)Design Pressure NOA-No. 15.1210.01 54" DLO Jamb 6 5 8 5 6 5 7 5 6 5 8 b 8 6 8 6 6 S 8 6 Sill Nom.Sill Max.(+)DP expiration ante 04/14/2021 Width Riser Height Allowed By P-hook 7 7 7 7 7 7 7 7 8 0 El 8 9 9 9 9 10 10 10 10 Mleml- a redact Control Design Pressure +60 -80 psf +80/•80 psf +80/-80 psi +69.1/•84 ps/ +48.8/-53.7 psi None 1-11116° See Note 2 551/8" Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 03+2 C5+3 C5+2 C5+3 03+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 42 24/2" +38.7 psf Width Jamb 6 6 -8_ 5——6—"5" _7- 1-5 5- -6-1- 8— -5 8 --6 - -8-- 6 - -6 -_ 6. 1 _0_.__6_ _43_ 3-112" +60.0 psf P-hook 7 7 7 7 7 7_1 7 1 7 8 1 8 1 8 1 8 1 9 1 9 1 9 9 10 1 10 10 10 44 4.1/16" +80.0 pst '+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-518" +100.0 psi - DLO WIDTH=NOM_ ��� tYNN A//rr'�i .PANEL WIDTH-8.9 16" - - - DLO HEIGHT-DOOR HEIGHT-11-1118' .� -�,0�1y - - - - PANEL-HEIGHT=-DOOR HEIGHT_--2.1/2"___ S�•''wCENSE''•�Fp TABLE NOTES: �c '--tlo.5870G VINYL SLIDING GLASS DOOR NOA(LM) g 10/06/16 = ~ 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 - (k AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE j� J ROSOWSKI IS 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL � .• STATE of RISER IS NOT REQUIRED,IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED, 17 ® ; FCOR10�•'U 3)SEE SILL RISER TYPES ON SHEET 4. 'CERT.oP AU7H.929296 4)SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34276 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING A.�rNH MILLER,P.E. (941)-480-1800 SGD-5570 NTS 80F21 MD-5570,0 P.E.a58705 EXAMPLE: SEE FIGURE BELOW FOR ADDITIONAL 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEADSPLICE INTERIOR CENTERLINE CENTERLINE ANCHOR INFORMATION. INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, Q INTERIOR POCKETS OF INTERLOCK OF INTERLOCK 5` CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD-SUBSTRATE, MAX. OF PANEL 1 OFPANEL 2 OFPANEL3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-68,6 PSF POCKET BY OTHERS,SEE r I _ NOTE S, SHEETS — +2, '+2'ANCHORAGE, 26-SIr MAX. S• 5, ANCHORAGE, SHEET 12 '+2'ANCHORAGE, MAX. SHEET 12 •03'CLUSTER, 'C3•CLUSTER, SHEET I2 EXTERIOR SHEET 12 SHEETI2 END ANCHORAGE ' SEE POCKETJAMB (MIN.1 ANCHOR) EXTERIOR' .- SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NON-STRLGTURAL)NCHORSMAY SHEET PXXX(3-TRACK) TO AID IN C� BE ADDED INFIELD AS NEEDED TO ^ ALIGNMENT ALIGN THE HEAD OR SILL IF A `L(' SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OFINTERLOCK OF INTERLOCK ANCHOR INFORMATION. B` CENTERLINE CENTERLINE CENTERLINE MAX. OFPANELI OFPANEL2 OF PANEL POCKET BY o 0 0 0 EXTERIOR INTERIOR OTHERS,SEE NOTE S, o 0 0 0 0 0M.. 0 SHEETS •+2' S• ANCHORAGE, •1.ANCHORAGE, •+2•ANCHORAOE, MAX. SHEET 11 SHEET 11 SHEET 11 C3"CLUSTER, 'C3'CLUST11 EXTERIOR SHEETII SHEET II END ANCHORAGE 12'MAX. 21.B FRAME JAMB SEE POCKET JAMO (MIN.1 ANCHOR) ' MAX, REQUIRED 0' INS7ALtAT(ONON SILL ANCHORAGE DETAILS O,C. INTERIORPOCKETS SHEETS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) PRODUCT RENEWED as compfytng with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Bulldln0 Code +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE Noa-Na. 15.1210.01 DESIGN PRESSURE IS+69/--60 WHICH EXCEEDS THE PROJECT DESIGN END PANEL ANCHOR EXCEPTION: Explratlon Data 04/14/2021 DISTANCE TO NEXT CLUSTER PRESSURE REQUIREMENTS. TO SE25.31 O.C.OR LESS gy FOR WOOD INSTALLATION USING ANY HeadISIII C3+2 Miami-o de 0duct Control _ ANCHOR 1N GROUP A(SEE TABLE A),TABLE Jamb 6 _--�- —� - -. 1-SHOWS..ANCHORREQUIREMENT3OF:_, P-110ok 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF ENDPANEL 0•MAX• HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"CT'CLUSTER ANCHORS AT OPT,ANCHOR 0'MAX. THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO Al.IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25.3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS �� N I LYNN THE-INTERLOCK/ASTRAGAL. PERTHE FIGURE ABOVE: �,C��•" /�<< ��' ANCHORAGE ANCHORAGE DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE MIDSPAN OF EACH PANEL, = 'i No.50705 JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET2 FORALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE j� J ROSOWSKI 'y IS I6 tom: LOCATIONS OF CROSS-SECTION DRAWINGS. C1 •. STAR` B)SHEET 10 FOR SPECIFIC GLAZING TYPES, 3)INSTALLATION DETAILS INTO WOOD CAN ® ,'t�.S COR1OP" C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: cERT,of AUTH.mezee m m ,�I�S/OAJAt- D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE I11 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 6 (941)-480-1500 SGD-5570 NTS W 9 OF 21 JXIJ MD-5570,0 41 P.E.f!58705 1-1116"NOM. 3116•HS GLASS 7/16"NOM. 7/16"NOM. .090"PVB 3/16"HS GLASS 3116•HIS GLASS '3/16"ANN GLASS 75 76 NOTES: .090"PV8 ,O9D°sG 7/i6•AIRSPACE 7r 78 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 3l16^ANN GLASS PAINTED/ 3/1W HS GLASS 3/16"T GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR LAMINATED PAINTED! PAINTED/ EXTERIOR GLAZED,PROVIDED THAT THE O60 oa et SURFACE 89 OR et LAMINATED 62 OR 83 LAMINATED OSURFACE SURFACE "HS"SURFACE OF A LAMINATED GLAZING G]EXTERIOR 1— —— \ '�EXTERIOR I— —— \ <]EXTE I R \ UNIT IS ADHERED TO THE GLAZING LEG. PRODUCT IS'EXTERIOR• I PRODUCT IS'EXTERIOR. PRODUCT IS•EXTERIOR- 2E0 GLA "IF7180.81IS 1718"NOM. GLAZED"IF#80.8118 I 17/B"NOM. GLAZED"IFA82.831S 1 7/8"NOM. "ANN"=ANNEALED TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR.I GLASS TOWARDS THE EXTERIOR.I D I GLASS "HS"=HEAT STRENGTHENED BITE I BITE I ) BITE "T"=TEMPERED a INTERIORI a INTERIOR INTERIOR I 'PVB"=.090"BUTACITEV PVB INTERLAYER PRODUCT IVINTERIOR- I BY KURARAY AMERICA.INC. GLAZEPRODUCT IS'INTERIOR- I I PRODUCT IS"INTERIOR• I I SG"_.090"SENTRYGLAS®INTERLAYER TOWARDS I& I 79 OLAZEO•IFIf80•B11S rs GLAZED'IF E INT 15 E I 70 "S KURA 0"SENT R GLASC. TOWARD9 THE INTERIOR.I TOWARDS THE INTERIOR. I - TOWARDS THE INTERIOR. 86 SEENOTE2, 66 SEENOTEZ SEENOTE2, THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 SILICONE HOT-MELTBUTYL - 1-1/16"NOM. 1-3/16"NOM. — STRUCTURAL $116"HS GLASS 3/16"ANN GLASS STRUCTURAL SILICONE .090"SG 9132"AIR SPACE , 1!4°NOM. FOAM 3l16°NOM,POLYISOBUTYLEN WITH 3116"HIS GLASS 76 76 HEAT•MIRRORFILM .090"PVB WITH DESICCANT DESICCANT 9/32"AIR SPACE 7/10"AIR SPACE 77 78 9l18"T GLA9S 3118°HS GLASS 3116"T GLASS EXT.GLASS EXT.GLASS PAINTED/ PAINTEW s ROMP y g RENEWED ith the loorlda 82 01163 LAMINATED 84 LAMINATED Building Code SURFACE SURFACE NOA-No. 15-1210.01 ]EXTERIOR <`j Ex ERIoIII Expiration Date 04/14/2021 INT.GLASS INT,GLASS PRODUCT IS•EXTERIOR• I / PRODUCTIS"EXTERIOR- LAZED"IF B31S 718,NOM. GLAZED"IF 484 IS 1718.NOM, By KODISPACE SUPER TOWGARDSTHEA82•EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR.I D GLASS Miami- roduct Control r6 8 © TM I BITE I I BITE �4SG TPS SPACER NXT <'tr,'INTERIOR - 4 INTERIOR PRODUCT fS'fNTERIOR- I _--I_ PRODUCT IS•INTERIOR—-.I. ALUMINUM 0LAZED•IF482-831S I 70 GLAZED'IF#841S I 79 REINFORCEMENT pOLYISO• DESICCANT FILL AREA TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR.I 13UTYLENE— 5/16"NOM. ss 68 5116•NOM, SEAL SEE NOTE 2, _ SEENOTE2, 77 BUTYL B SILICONE SEAL THIS SHEET THIS SHEET DESICCANT ROLL-FORMED ��� GLASS TYPE 4 GLASS TYPE 5 STAINLESS STEEL `���(31V L 19N 4��� EXT.GLASS - -- — --- .`\�.• �1GEMSF' (F��i EXT.GLASS z I•lo.5870s - VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 INT.GLASS INT.GLASs GLAZING DETAILS �It, JROSOWSKI A ��Ib 4 ' DURASEAL® XL EDGE dc =C)'• sT r¢ r• 77 76 CERT,OF AUTH.929298 "SPACER @ SPACER 1070 TECHNOLOGY DRIVE S S/ONAI C"'O' N.VENICE,FL 34275 (941)-480-1600 FIISGD-6570111 NTS 10 OF 21 oz MD-5570.0 z A.L p E.9607E0R P.E. SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGALOR PANEL_ PANEL INTERLOCK INTERLOCK--► PANEL CENTERLINE CENTERLINE CENTERLINE 4n CENTERLINE 4" CENTERLINE 4" ` 4" EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2•TRACKCLUSTER'C3' 2-TRACK CLUSTER'CS' '� 2.7RACK INTERMEDIATE 2-TRACK INTERMEDIATE V 2TRACKINTERMEDIATE ANCHORLOCATIONS ANCHOR LOCATIONS 'I'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '-3'ANCHOR LOCATIONS ASTRAOALOR ASTRAOALOR PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE CENTERLINE 4° CENTERLINE 4" CENTERLINE CENTERLWE 4" 4" 0 0 0 0 EXTERIOR --►� 3.22" EXTERIOR 3,22" EXTERIOR EXTERIOR 3.22" EXTERIOR --►I 3.22" 3•TRACKCLUSTE11'03' ID 3-TRACK CLUSTER'C5' 10, 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE v 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 'W ANCHOR LOCATION 't2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL_ PANEL_ PANEL INTERLOCK—► INTERLOCK— CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" _ 4" a o 0 0 0 0 P EXTERIOR 3.22" EXTERIOR 3.22 EXTT RIIOR EXTERIOR EXTERIOR 4 TRACKCLUSTER 4 TRACK CLUSTER .TRACK INTERMEDIATE V 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS 'H'ANCHOR LOCATION '+Y ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TOTHEFOLLO'MNGSILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �—NOTES; ------__,_ _ _ _ _ INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) RACK-TO-TRACK— - 2.376" DISTANCE IS 2.376" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.376" W2.375" FOR ALL SILLS: PRODUCT RENEWED Head/Slll +1 nso0mplyin with the Florida 1\`tL\1IIIIII7j�7/ —--— — -- — - — -- Jamb 5 NOA No Lodge 15.1240.01 ���SS�pMY GkNs'LYNN R�/�/��� FIGURES PERTAIN T071NFOLLOWINOSILL - -- _--- P-hook 7— --- Q�; Expiration Date 04/14/2021�` — CLUSTERANCHORLOCATIONS: lic 14C.56705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 6y Nllaml-1 ado Product Central ANCHOR LOCATIONS A J ROSOWSKI10'•,�( T IS��6 IW` ® �i���'•.rCORWar'�y�� Headlslll C3 1 10707ECHNO OGY DRIVE �SCERT.OF AUTH.#2920010NAI,F�ol Pk 5 N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS I 11 OF 21 Ef MD-6670.0 A.LYNN MILLER,P.E. P.E.N 60705 . � . � ll •. ll HEAD CLUSTER ANCHORS LAYOUT: HEAD 11+1I INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK— 4" INTERLOCK 4" PANEL CENTERLINE 4" PANEL CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" EXTERIOR - 3.22" EXTERIOR 3.22" EXTE RIOR EXTEERIC 3,22" E TEERIOR �- 3.2r 2-TRACK CLUSTER'C3• b 2-TRACK CLUSTER'CS• 7.7RACK INTERMEDIATE v 2-TRACK INTERMEDIATE 2TRACKINTERMEDIATE ANCHOR LOCATIONS ANCHORLOCATIONS '+1•ANCHOR LOCATION •+2'ANCHOR LOCATIONS '+3•ANCHOR LOCATIONS ASTRAOALOR ASTRAGAL OR - PANEL INTERLOCK—� INTERLOCK PANEL PANEL_ CENTERLINE CENTERLINE CENTERLINE CENTERLINE CEMERLINE 4„ 4" 4" 4.76" EXTERIOR 3.22" EXTERIOR -ti 3.22" EXTERIOR EXTERIOR EXTERIOR . MEDIATE 3-TRACK CLUSTER'C3• 3-TRACK CLUSTERTY \/ 3+1'ANCCHORCLOCATIION +2*MEDIATE 3-TRACKCHOR INTERMEDIATE � +X AN HORLACK CATION ANCHOR LOCATIONS ANCHOR LOCATIONS +2•ANCHOR LOCATION9 •+3'ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL INTERLOCK 4„ INTERLOCK— CENTERLINES PANEL PANEL 4" CENTERLINE CENTERLINE 4" CENTERLINE CENTERLINE EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR I EXTERIOR 3.22" Cny 4-TRACK INTERMEDIATE 4•TRACKINTERMEDIATE'42' ID 4-TRACK INTERMEDIATE'+3' 'C37ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 4-TRACK CLUSTER 4-TRACK CLUSTER 41'ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. _ _____ INTERMEOIATEANCHORLOCATIONS: NOTES: - - _ 1)ALL DIMENSIONS SHOWN ARE B —2)TRACK-TO-TRACK BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375' 2XF _ — — 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.375" 2.375" FOR ALL HEADS: PRODUCT RENEWED ��``�SI 1.YNN HeeN III 1 nscomplying with tho Florida �� �0�•,.•.•..,, f//� /ice HE -- ----- JeRTb 6 L,IGI'cNS(•'•.F�fT FIGURES PERTAI T TREF LloYNO eA0 - -- - ---- --- - - ------ _ _ _ NOA-No, 15.1210.01 R CLUSTER ANCHOR LOCATIONS: P- -7 Expiration Date 04114/2021� No.Gp%05 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Miami- Product Control me e IS�'� ANCHOR LOCATIONS B � J ROSOWSKI O ', a �c toawP••'Nay. HeadlSlll C3 1 CERT,OF AUTH.#20298 Jamb 1 6 1 1070 TECHNOLOGY DRIVE � P•hook 1 7 1 N.VENICE,FL 34275 A.LYNN MILLER,P.E. (941)-480-1600 SGD-5570 NTS I 12 OF 21 9 MD-5570.0 P.E.068705 I . P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIE . FIGURES PERTAWTOT HE FOLLOWING NMeANCHORLOCATIONS: W) 2.3761 —��u u 4,76" 7.125" LOWU C I H 6" MAX. 21.6" 21.6" 210 Headi3ifl 1 C3+1 MAX, MAX. MAX, Jamb 5 O.C. EXTERIOR O.C, EXTERIOR O.C. EXTERIOR P•hook OPT.ANCHOR TO AID IN ALIGNMENT 6" 6" 6" NOTES: MAX. MAX. � MAX, •1)STANDARD ANCHOR LOCATIONS SHOWN. 2-TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME BERLOCA LOCATED IN TRACKS RS MAY X. JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1'X.500" PER END @ 1"X.600" PER END @ 1"X.500" I SILL SILL EXTERIOR SILL EXTERIOR EXTE IOR (3)TRACK WEEP HOLES -- — -- — _ --6"MAX.— --—-----EVERY_24'_@ 7.126'_'_X-.190"; (6)TRACK WEEP HOLES \ _ (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"-@ 1e126"X:(80";—---- - --- =EVERY 24"@`1125""X:19D"-; � -TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY -- — ALIGNMENT 24"@ 1.375"X'.50W (1)WEEP NOTCH EVERY 24"@ 1.375"X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY BILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RENEWED �ii�ll illllli as complying with the Florida OF ANCHORS REQUIRED IN THE P-HOOK. ����ONY I.YNN FIGURES PERTAIN 70TTOLLOWINO POCKET JAMB ----'--- ---------____ Building Cod© `��X���,.•• �( �� NOA-No. 15.1210.01 IIE t 4�GENSF'•,Fp P•IIOOK ANCHOR LOCATIONS: -- — l expiration Data 04/14/2021`- �'�4�' No.56705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 -Y r Miami-Dad oduct Control -"0 ANCHOR LOCATIONS Cd' J ROSOWSKI �p�;.,. s7AT=OI f b %v� HeetllSlll C3+1 CERT,OF AUTH.H20298 '�CS'S/ONq. Jamb 6 1070 TECHNOLOGY DRIVE P•hoox 7 N.VENICE,FL 34275 A.LYNN MILLER,F.E. (941)-480-1600 SGD-5570 NTS 13 OF 21 MD-5570.0 P.E.1168706 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE FOLLOWING DO-CORNER SILL ANCHORLOCATIONS, 90° ° 4" 4„ 4" 4„ 4" 4" 4" 4" 1 o 0 0 ,^1lny� HeadlS111 1 �i Jamb 5 3.22' EXTERIOR NER ' ERIO 99 2 TRACK 90-CORN ?•TRACK 9D'CORNER P-hook ER 7 'C4'ANCHOR LOCATIONS �J 'Ce'ANCHOn LOCATIONS 2-TRACK 90'CORNER EXTERIOR ?,TRACK SO'CORNER EXTERIOR (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'C3'ANCHOR LOCATIONS (USEWHERE'03'ISSPECIFIEO) `/ (USE WHERE'CS'IS SPECIFIED) V 0 PRODUCT RENEWED 4" 4„ 4" 4" es complying With the Florida Buildin'C. Code NOA-No. 15-1210.01 ° Explrntlon Date 04/14/2021 4„ 4„ 4" Mlnml- Protluct Control EXTERIOR 3.22" EXTERIOR 3-TRACK90'CORNER 3-TRACK 90°CORNER 3•TRACK90'CORNER EXTERIOR $•TRACK 90°CORNER EXTERIOR 'C4'ANCHOR LOCATIONS �/ 'CO'ANCHOR LOCATIONS 'C4-ANCHORLOCATIONS 'CO'ANCHOR LOCATIONS r y (USE WHERE-C3'IS SPECIFIED) (USE WHERE'CW 13 SPECIPIEDI (USE WHERE'CT IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) v IS 4„ — - - - — - - 4" No.58705 4" cyz 15 STATE 'i��`�.''••FCOAIOP••'�C��� EXTERIOR 3.22" EXTERIOR 4„ 3.22" ����`�/ 4-TRACK 90°CORNER 4-TRACK 00'CORNER EXTERIOR EXTERIOR •i.f,(CNN-,\\` 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS --v 4 TRACK90'CORNER 4 7RACKBO°CORNER III 1 1111 (USE WHERE-'W'IS SPECIFIED------- ---(USEWHERM5'-IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'C0'ANCHOR LOCATIONS --- ---(USE.WNERE'C3SIS.SP.ECIFIED)_ (USEWHERE'CS'ISSPECIFIED) A.LYNN MILLER,P.E. NOTES: -p.E.e-5ezos FIGURES PERTAINTO THE FOLLOWWO99'CONNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MIN)MUM ALLOWED. HEAOANCHOR LOCATIONS: A VINYL SLIDING GLASS DOOR NOA(LM) 10/06/16 gp° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D I& J ROSOWSKI Heed/su) � Jamb 6 3)TRACK-TO TRACK P•hook 7 DISTANCES 2,375" 2.376" 2.376, CERT.OF AUTH.629295 N N FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)•480.1800 IIISGI)-5570111 NTS 111 14 OF 21 MD-5570.0 q , HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: F0LL0VAN0135TC0RNER SILL ANCHOR LOCATIONS: 135 4„ o 4" 4" 4" D 0 4" ° Heed/S11( C31 XTERIOR 3 22„ EXTERIOR EXTERIOR EXTERIOR hook 7 4° 2•TRACK 138'CORNER 2-TRACK 135*CORNER 4"2-TRACK 195°CORNER V 2-TRACK 136'CORNER V 'CO ANCHOR LOCATIONS 'Ce`ANCHOR LOCATIONS 'G'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) 4" 4" 411 ° 0 4„ P ROmUyCn,with th`e Florldn 9ullding Code NOA-No. 15-1210.01 4" D Explrntlon Date 0411412021 EXTERIOR EXTERIOR EXT(E(�RRIIOR EXTERIOR By 3.22" V -+—3,22" �% Miami-D product Control 3-TRACK 135'CORNER 3•TRACK 135'CORNER 3-TRACK 135'CORNER 3.7RACK 135'CORNER "C4-ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS - (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) ANCHOR LOCATIONS ANCHOR LOCATIONS (USEE WHERE'C3'IS SPECIFIED) (USEE WHERE'CS'IS SPECIFIED) A. 4" 4" 4,i 4., o \\\\\\NI LYNNIFI�/�, \\ \\0 ......,,.'le - — - 4" —--— -- - - -- q" No.68705 EXTERIOR EXTERIOR EXTERIOR EXTER OR �E o`tl 't- � �II =U sra-E OF 4•TRACK135'C0RNER V 4-TRACK 135°CORNER — 3.22" Cl 'C4'ANCHOR LOCATIONS 'Ce'ANCHOR LOCATIONS 4-TRACK 135'CORNER 4-TRACK 135'CORNER 'i� \ (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'tS SPECIFIED) 'G'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS �'s/ONAl ��`\\\ --- -- (USE WHERE'C3'13 SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 111 r I N 1 I1\ -- ---- '-�- -_ A.LYNNMILLER,P.E. NOTES: — — — ----- -- - --_ P.E.a5aTa5 MURES KFITAINT0771E F0LL0MHO 135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, HEAOANCHORLOCATIONS: L9 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS E J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS, Hear9SII( 1 f, Jamb 5 3)TRACK-TO-TRACK _1 ® � P-hooK 1 7 DISTANCE IS2.375" 2.375" 2.375" CERT.0FAUTH.g2S206 N n FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE �� N.VENICE,FL 34275 (941)-480.1800 SGD-5570 NTS f 15 OF 21 � MD-5570.0 J L HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURES PERTAIN THEFOLLO FOLLOWING SPLICE SPLICE SPLIC- SPLICE LOCATION 4" LOCATION 4" LOCATION LOCATION 4" 1E, o o ]1 0 0 EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR Hsad/5111 q 1 CJ 2dRACHSPLICE 2.7RACKSPLICE 2-TRACK SPLICE 2-TRACKSPLICE JaMb 5 'C4'ANCHOR LOCATIONS'NS' 'C6'ANCHOR LOCATIONS •C4'ANCHOR LOCATIONS �/ -C6'ANCHOR LOCATIONS P-hook 7 (USE WHERE'C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (U$E WHERE-CT 19 SPECIFIED) (USE WHERE'C5•IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION 4.76" LOCATIOEN *4" LOCATION 4" LOCATION Q" _ o 0 0 0 0 PRODUCT RENEWED EXTERIOR 4" EXTERIOR . •EXTERIOR — 3.22" EXTERIOR 4" as comp)ying with the Florida ,1� 3•TRACKSPLICE 3-TRACKSPLICE Building Code 3-TRACK SPLICE V 3•TRACK SPLICE I NOA-No. 15.1210.01 'C4'ANCHOR LOCATIONS v •C6•ANCHOR LOCATIONS 'CWHERE ORLOCA7CIFI 'CMERE ORLOCAECIFI (USE WHERE IC31 IS SPECIFIED) (USE WHERE'C6•IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHEAE'C6.15 SPECIFIED) Explrntion Dnlo 04N 4/2027 By rfflsml-Ddde duct Control SPLICE —4 76' SPLICE SPLICE SPLICE—7 4" LOCATION LOCATION LOCATION LOCATION 4" 0 0 0 0 0 0 0 EXTERIOR 4„ EXTERIOR —3.22" E_MERI_OR 3.22 EXTERIOR 3.22" oo` LYNN 4j, 4•TMCK SPLICE 4TRACKSPL(CE 4-TRACKSPLICE n •'��•''•�CEMg V 4-TRACKSPLICE J •�•' \ E 'P 'C4'ANCHOR LOCATIONS •CB'ANCHOR LOCATIONS 'CA'ANCHOR LOCATIONS •C6'ANCHOR LOCATIONS \; (USE WHERE'Ca'IS SPECIFIED)---- - --(USE.WHERE'C5-IS SPECIFIED) (USE WHERE'C3'1$SPECIFIED) (USE WHERE'CS'I$SPECIFIED) 5'C N0,56705 •'t Lj NOTES: ,F�;•,FCORIDr`.••'��.` 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ;S/0INA'.1`G`;���� FIGURES PERTAIN TOTNE FOLLOWING SPLICED 2)ABOVE°FIGURES ARE FOR SPLICES OCCURRING AT-THE ASTRAGAL OR INTERLOCK. A.LYNN HULLER,P.E. ub ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.Y 86705 ___ __ __ ___ H -— -- -. --— 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) jgj 10/05/15 DISTANCE IS 2.375" 2 61 W2.376'I ANCHOR LOCATIONS F jS J ROSOWSKI FOR ALL HEADS AND SILLS: Hoed)SIII I C3 7 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED CERT.OF AUTH.111291 as Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE P•hOOX 7 N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS U116,01721 E1 MD•5570.0 $i PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL DOUBLE OUTSIDE 90' INSIDE 90' OUTSIDE 135' INSIDE 135' Cj INTERLOCK ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE WI HANDLE BOX OUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER IDOUBLE NFERIOR OR OUT IN M LOCK9TILE INTERLOCK EXTERIOR GLAZED SINGLE F PP K OUT �L L TC TA TV TW LOCKSTILE f�,w.,...,..'CC A9TMGAL INTERLOC INTSINGLE ERLOC JR P A C C SC SA SV S W SD INT RILOCK INT ERLOCK OCK LLI IN ryoxom (soxvr) 1XEED S S FC FDFV FW A DOUBLELOCKSTILE STILE INTERLOCKIvoxoDO moxNO W LOCKSTILE U ASTRAGAL LOCKSTILE WD mJ �arw, SINGLE DOUBLE U) ASTRAGAL LR T U DS •INTERLOCKra� INTERLOCK I— BOXCUT ILLvr)(Wo ox ox LLI ASTRAGAL J BOX IN N T ") OUT 90' CT CS CF LI.I ASTRAGAL z RECEIVER a ASTRAGAL AT AS DF ASTRAGAL n-. RECEIVER PRODUCT RENEWED OUT.135° V T f ,n /F as eomplying with the Florida lidinASTRAGAL VS �/ BUA-No Codo RECEIVER NOA-No. 15.1210.01 I ASTRAGAL WT 'A S WF explratlon Date 04/14I2021 ASTRAGAL V V RECEIVER Bye Nllaml-p Product Control ---- LEFT RIGHT PANEL — PANEL- — -— — --- - — —— - ---- STILE 1'f(Fi STILE PANEL TYPE"F"SHOWN. . �L111111IIllll� LYNN 4.�(�,,� ---- —P-ANEL.NOTES'. — _ _ —_ 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. _ - — — -- �,:' �10ENSF VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 k' No.50705 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE _ NOT AVAILABLE. �ilk �i PANEL TYPES` J ROSOWSKI a'. Ql 6 : 4':' 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60 0. a '� E oo• CER7.OF gUTH.a29286 m '�(Css•F.4OR50P'.• N`1 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH 1070 TECHNOLOGY DRIVE /dnIA1 G`` TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. N.VENICE,FL 34275 III I I I I A.LYNN MILLER,P.E. (941)-480-1600 SGD-5570 1 NTS 1 17 OF 21 MD-5570.0 P.E.as97os t�0 6.875 d 10.635 100 "-.540 126 - .550 291 .061 - IfI�.782 ❑ ❑ 1.812 o 0 1.661 S0r0 4� 082 -�C +err-•930 L 1.928 r- I .100 dam/®[j-']���® �� FRAME SCREW I 301 INTERLOCK RLOCK CAP, 0 2 2 TRACK HEADIJAMB ©4 TRACK SILL 0 COVER(PVC) ANCHOR PLATE Q TRACK INSERT 10 EXTENDED POCKET 5A 78 I t�-1.000 252 231 .060 - 1 2.060 100 ►i f+- 8.250----►j 8.250 -►� L I 1.435- j�082 F .080 ru_',_,Ar 10D O p .049L 1,8l13 III1.601 --ill"'-•p62 --.060 ❑.100 � 6 J d�� ® �U 1'I BOTTOM RAIL 1 FRAME SILL 13 COVERACK 17 P-HOOK ADAPTOR 18 P-HOOK FRIO 3 TRACK HEADIJAMB 4 3 TRACK SILL SUPPORT ADD-ON 640 201 .061 •229 ,094 1 25141►�� r 10.626 Ljg�4m_A 76 .-1 .626 -,540..6 f' r3,000Iry v .075 uoI- z.so7--I �.aos❑ 1.813 81 _.062 I'-.0g2 .329 00 19 KEEPER Q KEEPER C BAR GOVERMENT 0 REINFORCEMENT ©3 FIXED PANEL CLIP ®pL PLATE RCEMENT l�5 4 TRACK HEADIJAMB @ 2 TRACK SILL 2,511 1,570 r.- 1,625 1.595 `�- 1.595 �►- -^� 309 + 2.898 080 3.483 2.073 099 126 _ r- 4.2794�jj .076 4.635 ,100 2,833 Z.368 2,788 'A0Q2.768 10 .090 2.116 1 .300 e 2.025 •312 �7 ®INTERIOR JAMB COVER LII+-.188 F�-2,71p ❑ U1.876��-. PRODUCT RENEWED .110- 1-� .120 -"I h-.182 .120 I--.182 2.291 .100 �� as eom 1 In wlth the Florida ANEL STILE,TOP AND STIILEOM © AND STI ETOP,BOTTOM Q REINFORCEMENT, Q REINFORCEMENT, REINFORCEMENT 30 INTERLOCK ADAPTER EXTENDED POCKET 31 ADAPTER K 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAIL NOA-No e�e 15.1210.01 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration vote 04/14/2021 14 REINFORCEMENT 3.328 BY 3.452 �-3.345 NOTES; Mtaml-D protluetcontrol 1,472 ,919 1)SEE SHEET 4 FOR - 3.109- - - 3.7-13 .125 ___ SILL RISERS. 125 06D �T 3.345 - +-- FOR SCREEN PARTS. .060 - 2175 .046 1.b00 3.247 I 2)SEE SHEET 20 1 .065 F+-,919 070 Imo-,229 1 .300 1,170 1H -135'CORNER 38 37 JL�O 135"CORNER 135'CORNER 135'CORNER 39 40 90"CORNER 90"CORNER @ 90'CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, - ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR -� EXTERIOR INTERIOR `\\��`O. . LYNM1! 912 .912 .210 262 .173- .065 ` VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 = No.68705 1.261 •082 1.2611.261 1.2811.261 EXTRUSIONS 1t J ROSOWSKI gp 7/18" 87 7/18" 1-1118"I 1-1/16"I O 1 3110 ® v %?C]n, SQUARE BEAD OEVELED BEAD 82 BEVELED BEAD 83 OGEE BEAD 84 OGEE BEAD CERT.OF AUTH.#29290 ci :��S ' �OR10�1•',c 1070 TECHNOLOGY DRIVE S C)NAUiC N,VENICE,FL 34275 A.LYNN MILLER,P,E. (941)-480-1800 SGD-5570 NTS 180F21 MD-5570.0 P.E.IF68706 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD oo (4)ANCHOR CLIP INTO INTO FRAME ATTACHMENT PANEL JAMB& HEADER ASSEMBLY TYPE AS USED o INSTALL ONE BLOCK AT ea IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK. BLOCK TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL (3)#10 X a ONE BLOCK THAT as 1,6"SMS �/� SPANS BOTH PANELS. 90 13 SMS U , I FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE (2)1/4" 2a CLIP- PAN MIDSPAN OF EACH FIXED B5 X 2-114"SMS PANEL-TO-FRAME JAMB LOCATION. #8 x ill SMS o0 1 (4)#10 \ U / zl BAR COVER \ X 2"SMS es 22 REINF-BAR of #8 X —_ — 1-114"SMS 1 KEEPER to q � / a � i✓ TO JAMB \ 0 \\\ P a M � KEEPER TO JAMB SILL ASSEMBLY ATTACHMENT 5 9 \ \\ ( LOCKING JAMB t / PRODUCT RENEWED REINFORCEMENT PLATE OQ Bas uilding ongwlththePlortda Building C dd ATTACH WITH#8 X 1-114" 4-PANEL,2-TRACK KEEPER is Noa-No. 15-1210.01 @ 34-112"MAX O.C. OXXX SHOWN I P Expiration Date 04M412021 t�J e 9 Mlaml-Do duct Control _—'_ - ---- - - ------ -2„SMS - - — - INTERLOCK INTERIOR - --- - CLIP COVER NOTES EXTERIOR 24 INTERLOCK )DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. 0't11"LYNN------- - x 3)SEE.TABLESJ.&.2-FOR REINFORCE ENT BOTTOMSUPPORT tt 94 2 1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM 118,I REQUIREMENTS. AT ACCFRAME ANCHOR LOCATIONS— o`�.�cENSFry/��FT (2) X 1"SMS I ;r i THROUGHH SUPPORT,02 7 $ VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ INTO PANEL PANEL ACCESSORIES INSTALLATION & J ROSOWSKI INTERLOCK SILL RETAINER o31k1/2"SMS ASSEMBLY ® a ='A�'.� ST]♦fCUFb CLIP ATTACHMENT ALL PANEL CORNERS CERT.OF AUTH.1120298 WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS I i N,VENICE,FL 34275 (941)480-1800 SGD-5570 NTS 19OF21 E MD•5570.0 � A•LYNNMILLER,P.E. H P.E.O 50705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: O-R&R 6 126 12, 1 DO 106 132 129 0� ���---------777 102 11B 103 119 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 116 _ f� 102 111 3233 101 121 toe ,22 1 0 li ,1c 1 oR`-' `-' - ����,,���� C, o &R(�" ""LJ 11e HORIZONTAL SECTION EXAMPLE too 112 120 'I 104 102 HORIZONTAL SECTION yir 1,081—►i r-- '�'I I►-1.081 EXAMPLE I I 1.202 1.778 1.778 ,935 876 `+- 876 I� -A F 1,020 r- - 4}- 080 -050 .045 qFRAMEN 1z1 SIDE RAIL, 12zSCEN ASTRAGAL SCEEN O 1.993 1.993 1,81174 RAIL LATCH ADAPTER j L 1L ti-,062 OG2 PRODUCT RENEWED OBOX SCREEN OBOX SCREEN OBOX SCREEN Bull(,,corn i In with the Florida 100 TOP RAIL 101 BOTTOM RAIL 102 SIDE RAIL 1.435 _ Building�od90 r ,726 r NOA-No. 15-1210.01 Expiration Data 04/14/2024 OR -+ -.040 BY .062 Mlaml-Oado duct Control 113 0 11a 1,020 r- 1.593 1 373 12B t20 123 ASTRAGAL tea SCREEN � SCREEN VINYL FRAME SILL ((� 7�- 083 - --- Q066 —1.831 3 ,21 z R 4OoROc ADAPTER-- - ADD-ON for L -.0G2 -►III k -.372 LC� - --- �`/� BOX BOX BOX SCREEN 104 [� 103 SCREEN SCREEN 106 OXX0 INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER _-- — —- VERTICAL EXAMPLE- --- - EXAMPLE ION NOTES: \����ONI'LYNN ►106343 - 065 --- -I 1'487 r- 1)ALL DIMENSIONS IN INCHES, 1 i \tOFNSF_'..c r i 050 1.487 Imo- 1.510 VINYL SLIDING GLASS DOOR NOA(LM) Q 10/05/15 - tlo.60705 I 0 p� —� 0 SCREEN DETAILS 1a J ROSOWSKI ,oa BOX SCREEN for BOX SCREEN ,ee BOX SCREEN HEAD C Fff < < ; si TI_ ASTRAGAL SILLADD-ON OANDJAMBADD-ON � T F. ADAPTER CERT.OF AUTH.#20208 m ;.�C`S .rCOR10�, •'�•���� 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 I I (941)-480-1600 SGD-5570 NTS 20 OF 21 E4 MD-5570.0 � A.LYNEI MILLER,P.E. 1. P.E.#68706 TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Materiel # Part# Description Material 1 19DD1 2-Track Head/Jamb Rigid PVC 42 19085 Sill Riser-(2.1/7') W63116 Alum. 1DO 12256 Box Screen Top Roll 6063 T6 At 2 19002 2-Track SIII Rigid PVC 43 19022A SIII Riser-(3.1/7') 6063-T6 Alum. 101 12257 Box Screen Bottom Roll 6083 T6 AI 3 19026 3-Track HeadUJamb RIgId PVC 44 19023A SIII Riser-(4.1M9') 6083•TS Alum. 102 12268 Box Screen Bide Roll 6063 T6 AI 4 19028 3-Track SIII Rigid PVC 45 19024A SIII Near-(4-6191 6083.T8 Alum. 103 64426 Box Screen Interlock 6083 T6 Al 6 19027 4-1rack Head/Jamb Rigid PVC 60 716WSW l6T'x.320"FIneoaI(Stile) 104 17347A Box Screen Snap-on Bug Flop 6063 T8 At 6 19028 4-Track SIII Rgld PVC 61 71895K 1.117'x 1"x 3/4"Fin Seal Dust Plug 106 84345 Box Screen OXO Astrogal Adapter 6063 T8 Al 7 19009 Fromo Screw Corer Rigid PVC 62 71696 Dust Plug 108 17349 Box Screen Astragal Adapter 6063 T6 AI 8 19031 lAnchor Plato 6063-T6 Alum, 60 419041 Interlock Gip Cover PVC 107 1 19039 113ox Screen Frame Bill Add-on 6063 76 AI 9 19DO7 Track Insert 80aWAlum. 61 78163X Tandem Roller Assembly S9 108 19036 Box Screen HeadlJamb Add-on 6063To Al 10 19004 Interlock Cap-Extended Pocket Rigid PVC 62 78163N Tandem Roller Assembly Nylon 109 720XIX #14-20 x 1"MS @ T Rail SS 11 19036 Bottom Roll Support 6063-TB Alum. 63 78X76FPTX #8 x 314"Ph.PH SMS @ Roller&Relnf. SS 110 72DX112X #14.20 x 1.117'MS @ Bottom Roll BS 12 19DOBA Outer Sill Cover 8003-TB Alum. 64 419042 Frame Header Block Nylon 111 717930 Wef ,.270"x,160'-Fin Seal 13 19011 SIII Rock Cover Rigid PVC 65 48052 Roller Ad).Hole Plug PVC 112 61805K Wetp,.18T"x,6W'@ Bug Flap 17 19032 P-Hook Adapter N83•TB Alum. 66 44386 4 Hole Bumper Stop PVC 113 78RAZ Standard Roller Ian- 18 19020 P-Hook 6W3•T6 Alum, 67 76Xll4FPTX #6 x 1-114"Ph.FH SMS @Bumper Stop SS 114 7SRAX HD Roller SS 19 19D47M Extended Keeper %63•T8 Alum. 68 71MG SIII Plug PVC 115 varies Screen Locking Hardware Sleet 20 19029M Keeper 8083•T8 Alum. 68 78186X Gemini Mortise Lock whong Tdm plate SteeVSS 116 419053 Screen Keeper Sleet 21 19014 Reinforcement Bar Cover Mold PVC 70 71032X1FPFX 10.32 x 1"Ph.FH MS @ Look SS 117 76X1PPA #8 x 1"Ph.PH SM8 Steel 22 19D30 Roinfocament Bar 6005-T6 Alum, 71 verles Handle Kit Coat Zrnc 118 1882/314 Screen Splino-,160"&.185" Vinyl 23 19037M Fixed Panel Glp W63•T6 Alum, 72 19054 Interlock Relalner GI Nylon 119 1818C?10 Screen Both Fiberglass 24 19035M Reinforcement Plate 6063:M;K1um. 76 Kanmerling 4SG TPS Spacer System TABLE E:STANDARD SCREEN 26 18017M Top Roll,Bottom Roll and Lockaille W06-T6 Afum, 76 Quanex Super Spacer nM w lh Hot Malt Butyl See Sheet 20 19048 Reinforcement Composite 77 Quanox Duraseel materials 10 for # Part# Dasorlpllon Malarial 27 19016M Interlock.300 Reinforcement,Sid. W05-T6 Alum. 78 Cardinal X.Edge Spacer 120 12033 Screen Frame Rail 6063 T6 Al 28 19013M Interlock.400 Relnkacement,HO 6005-T6 Alum. 79 Dow Corning 095 or GE•7700 Backbedding Silicone 12l 12026A Screen Frame-Side Roll(Latch) 6083 75 Al 29 19019M Astragal Reinforcement 6DO6-T6 Alum. 80 19090 7116'Square Bead Rigid PVC 122 17383 Screen OXO Astragal Adapter e063 T8 At 30 19083 Extended Pocket Interlock Adapts 6063-TB Alum. 81 711&Beveled Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adaptor Rigid PVC 31 1 M Interlock Adaptor Rigid PVC 82 10044 1-1/16"Beveled Bead Rigid PVC 124 1D012B Frame SIII Screen Add-on 6083 TO At 32 19D06 Astrogal Add-on Rigid PVC 63 19046 1.1116'Ogee Bead Rigid PVC 125 OFP95K Bug Flap,85+1-5 duro. Vinyl 33 19004 Panel Slile,Top/Bottom Rail Rigid PVC 64 19018 1.311V Ogee Bead Rigid PVC 126 78X112PSATS #8 x 1-1/2'Ph.PH SMS(Assembly) SS 34 19D40 laterlor Jamb Cover 6083•TS Alum. 65 71726K Setting Block 112"x 4"x 1116',85+/.6 duro. Neoprene 127 712027 Comer Key Wheel Assembly(Standard) Nylon 35 19076 135'Caner,Ashagal 6063-T6 Alum, 88 71726K Setting Block 1"x 4"x 1116 85+/-6 duro. Neoprene 128 712027S3 Comer Key Wheel Assembly(HD) SS 36 19077 135'Caner Astragal Pasohe Mount 6083.76 Alum, g0 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 129 varies Screen Looking Hardware Steel 37 19079' 135'Caner Astragal Cap-Ext. Rigid PVC 91 7OX114PHPT41OX #8 x 1.1/4"Ph.PH SMS @ Relnf Bar SS 13o 710X34PPSDAX 010 x 3/4'Ph.PH SMS @ Soreen Ast. SS 38 19080 135'Caner Astragal Cap-Int. - Rigid PVC 92 710XIP.HPTIO.OX #10 x 1"Ph,PH SMS @ Roll Support_ SS 131 _76X12PPSMSX 08 x 112"Ph.PH SMS @ Door Ast. SS 39 19078 90'Caner Astragal 6083•T6 Alum. 93 710X116PPX #10 x 1.1/2'Ph.PH SMS @ Fxd.Pnl.Gip S3 132 1692/3/4 Screen Spline..146' Vinyl 40 19081 W Corner Astrogal Cep-Ext. Rigid PVC 94 710)2.SPHPTl8.8X #10 x 2.1/7'Ph.PH SMS @ Relnf.Plate/Ast. 88 133 1616C20 Screen Cloth Fiberglass 41 19082 90'Comer Astragol Ca -Int. Rigid PVC 95 71420X2.26FPFX #12 x 2.1/4"Ph.PH SMS @ Hdr.Block SS g6 71OX1,76PPX #10 x 1.3/4"Ph.PH SMS @ Keeper 9S PRODUCT RENEWED . 87 710X3 IPPX #10 x 314"Ph.PH SMS Ext.Pill.Int. SS 05 com lyyingg with the Florida vv\\1 r/r/ While,Code .��` ,��LYNN 4//C 11 NOA-No. 15-1210.01 : ��O•.......... Cc� Explraflon D 04/14/2021 Q• •.,�'C VINYL SLIDING GLASS DOOR NOA(LM) JAI 10105115 ey No, Mlanil-gareff Product Control PARTS LIST jA' J ROSOWSKI �'17 '• �2..l5�6 ' ;'4U� iTArE F CERT.OF AUTH,#20206 NOTES: L NOOOGY DRIVE 1)ITEMS#14.16,46.49.53-59,73,74&87-89,08&90 ARE NOT USED AND N.VENIC 1070 TECH OGY ARE NOT PART OF THIS APPROVAL. (941)-480-1600 SGD-5570 NTS I 21 OF 21 0 MD-5570.0 a�� A. LYP.E.nl68 OS P.E.