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HomeMy WebLinkAboutproduct approval (3) I 1 ' MIAMI•DADE . MIAMI-DADS COUNTY a 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,Inc. 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 i1557012770"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 10105115,with revision A dated 04/05/17,signed and sealed by A. Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 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 NOA#15-1210.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plaseneia,P.E. " M[AM BADE COUNTY NOA No. 17-0420.06 GWdf6 s�t Expiration Date: April 14,2021 L Approval Date: September 28,2017 Page 1 I q n PGT Industries,Inc. 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,with revision A dated 04/05/17,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,Iric.,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 j 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) orge M.Plasencia,P.E. Prod et Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 i PGT Industries,Inc. 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)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBG, 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 6638 (samples A-1 thru A-22), dated 11/19/10,signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.04) 8 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 6337(samples A-1 thru A-5), 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. ,.�-- (Submitted under NOA No. 151210.01) Jorge M,Plasencia,P.E. Proditet Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). i E. MATERIAL CERTIFICATIONS -1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors",dated 12/08/16,expiring on 12/29/21. 13. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated (Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA,Inc. for their"TAN 3040 and Lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. '6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD 1929 and ASTMD-635,issued by EKOVA to Vision Extrusion for cellulosic composite material. (Submitted tinder NDA No. 11-010 7.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their"SentryGias@ (Clear and White)Interlayer",expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear,Clear and Color PVB Interlayers", expiring on-07/08/19. Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 j s F PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-6th Edition(2017), issued by manufacturer, dated 08/14/17, signed&sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest,dated 04/18/17,issued by manufacturer,signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. 4. RER Test Proposal No. 17-0387,dated 05/05/17, signed by Ishaq Chanda,P.E. i G. !OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 03/03/16 and expiring on 04/14/21. E j ! Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 I ' J SERIES 5570 IMPACT-RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING Group Anchor Substrate Frame Member MIn.Edge Mln. RATED FOR LARGE&'SMALL INCLUDING POCKETS & 900/1350 CORNERS I Distance Embedment ' MISSILE IMPACTRESISTAN(71 P.T.Soul em Pine Headisill/Jamb 9116' 1318' GENERAL NOTES: (SIGa0.55) P4..k P4.. 9116^ •318 F DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 1112,steel SMS(GAluminum,6063.76• Head/SIIVJamb 3/8" 118"5)or 0.125•min.fticness P•hock 318• 1/a^ SEE TABLES 1,2&B1,62 2)DESIGN PRESSURES: 410 S.S.SMS Steel,A36 Head/SIIVJemh 318• 0.060• ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El 300. A (min.11 thmodsnn) (0.080' In.Ihickncss) P.heek 318• 0,080• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM El 300. Steel stud,A653 Gr.33' HOed/8UVJ3mb 318• 0.071'(14 Ga.) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 0.071 min:tNckaoae P hook 3/e" 0.071 14 Ga. 3 ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 114'Elco Ullracon P,T.Southern Pine Jamb 1" 1318" ) (SG=0.55) 1' 1.318' INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS P.T.Southam Pine Head/SIIVJamb 1' 13/8• SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC), 114^Elco Qto B.S.CreteFlex SG=0.55 P4iook 1• tale" 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 8 012,steel rood screw(G5) P.T.seumem Pme Heed/Sill/Jamb 9119' 13/8' 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. (sG=0.6s P-hcok 911.6" 1.318• Cominto P-hook 1' 1-3/6• 6)REFERENCES(NONS):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA•S, ENERGI FENESTRATION min.2.85 ka Hoad/S9VJemb 13116" 1.318' SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES 1/4'Elco Ultiacon Ungmutod CMU, Jamb 1' 1-114' (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA JASTM C•90 P4,wk 1' 1-1/4' REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; Ungroulod CMU, Jamb 1314• 1-1/4• CAMBRIDGE 535753-09; 1/4•Elco 410 S.S.CreteFlex (ASTM C.90 PH sok 1.3x4• 1.1/4 GENERAL NOTES.............I Cormrete Heed/Si0lJamb 13116• 1-314• c EXAMPLE CONFIGS..........2 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS Of THE FBC, INCLUDING THE min.3.35 ks P4ieok 1' 1-314• HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Conotete Head/Sill/Jamb 1.11T 1-318• INSTALL DETAILS..............3.6 If FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA min.2.22ks P•hook _1.11• 1.3/8' DP/ANCHOR TABLES........7-8 COMPONENT REQUIREMENTS). V41 Eloo 10.8 S.S. Ungmuted CMU, Jamb 2' 1.1/4' EXAMPLE............................9 BUILDING CODE FOR PLASTICS, ( ) Agg-433atcr ASTM CAO P-hook _ 2' 1-1/4' GLAZING DETAILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.Southern Pine Heed1SllgJamb IN 1-318' ANCHOR LOCATIONS 11-16 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED, (SG=0.65) P-hook 1" 1-318 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. Concrete Hoad1S6UJamb 2.112" 1-318• PANEL TYPES...................17 ANCHOR NOTES: 1/4'El o UP-. m.8k.0 Pk zn1vaEXTRUSIONS.....................18u uJambi ACCESSORIES..................19 1 FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (ASTM Cso P4,-k 2-112' 1-114 D Crate Head/SIl9Jamb 2-1/2' 1314• SCREEN DETAILS.............20 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Mn.3.35kel P•hook 2.1/2• 13/8 PARTS LIST........................21 REQUIREMENTS. 114 EIw 4lo B.S.creteFlex UnBrouted CMU, Jemb I z-t/z t-1/4• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. (ASTM cso) P-hook 1 2.112• 1-1/4' PRODUCT REVISED 1 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as comptying with the Fiorlda IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Nguild OA-n9 Codo GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. NOA-No. 17.0420.06 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Expiration Date 0411114/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Dy 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Mlam- e Product contro BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.F, Min.Fu LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 62 ksl 120 ksi SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: 410 Screw 80 ksl 110 ksl SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),E6THEDI]TIOIN ElcoAggte-OatorO 57 ksi 96 ksi •214 FLORIDA BUILDING CODE(FBC), Elco UltraCart® 155 ksi 177 ksi •ASTM E7300-09INSTRUCTIONS: .AN511,=NDS-2015 FOR WOOD CO410 SS Elco CreteF7ex® 127.4 ksl 189.7 ksl 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •ALUMINUM DESIGN MANUAL,AOM-20 6063-T5 Aluminum ISksl 22 ksi �k�Ny LYNN SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE :ALUMINUM S100-12 A38 Steel 36 ksl 68 ksl /L1/ GLASS/REINFORCEMENT. •RISC 360-10 Cir.33 Steel Btud 33 ks1 45 k51 ��,:' OC 4't •�� 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 _ No.58705 HEIGHT. 4,VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/16 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES @,t J ROSOWSKI SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE 3 DISTANCE. ® 6F ' e�ORIDA,.•' \��` 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN coPvnlcAnLT R?GHiS RESERVEDmEO,INC. ¢ UPDATED TO FBC 2017,VINYL MFG. 04/05/17 NAL PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. . 1070 TECHNOLOGY DR 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 IT'S NTS 1 OF 21 N MD-5570.0 q A.LYNN MILLER,P.E. CERT.OF AUTH.#29296 G P.E.p 68705 Yi N MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH — MAX.UNIT WIDTH NOM.PANEL WIDTH NOW.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 ' PER TABLES 1&2 T� PER TABLES 1&2 �T- 1 � 1 a 13 1 L:; 1MAX.UNIT / I MAX / { / I MAX.UNIT a a II MAX.UNIT a I� HEIGHT I^ HEIGHT / / s I" HEIGHT a II" HEIGHT PER TABLES 1&2 PER TABLES 1&2 / / PER TABLES 1&2 / / / / I" I , / / I' TABLES 1&2 / Pam I �– � �r I I / / / Pow I" / / / /_ Pa��.I" L— J � L ter- 1-PANEL 4 2-PANEL 3-PANEL CONFIGURATIONS 4-PANELCONFIGURATIONS F CONFIGURATIONS CONFIGURATIONS a MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH a NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 T r— G MAX.UNIT s o sPs MAX.UNIT a I� MAX.UNIT a / s I°6 HEIGHT h / 2. HEIGHT IN HEIGHT ���777 ���777 I�" TABLES 1&2 / / s ser. PER TABLES 1&2 h / / / / 16Z PER TABLES 1&2 1-- J I —1 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER TYP. a oursioe coausa s�owrt wsioE conHEn sunwt PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as comply'"g with the Florlda Dullding Code NOM.PANEL WIDTH NOM.PANEL WIDTH a NOA-No. 17-0420.06 PER TABLES nr— PER TABLES 1&2 Expiration Date 04/14/2021 Ij o By MAX.UNIT a I MAX.UNIT a a a - a a a o I Miami- de Product Control HEIGHT a a a I^ HEIGHT $3 s a a PER TABLES 1&2 / / / / / / / �i PER TABLES 1&2 / / I �- J J •7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" ��� Y LY SON.....N!V 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB ,O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1 3/16" `:�( LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(P)CONFIGURATION CAN BE PXXXXP,PXXXX OR XXXXP,OXXX IN "P"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" Q;• 3F':�(� POCKET CONFIGURATION CAN BE OXXXP. PANEL HEIGHT=DOOR HEIGHT-2-1/2" yr; Nu,5870.5 2)90"&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS,DOOR NOF (LM) 10/05/15 _-p , 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND o EXAMPLE CONFIGURATIONS o� J ROSOWSKI %��'•• s E o�" :`�; REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER GOPYRlGHT 2017 pGEBERV�IEs,MG NO CHANGES THIS SHEET. 04/05/17 SONAL 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DR N.VENICE,FL 34275 _ 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' L—SHEET NUMBER (941}480-1600 SGD-5570 NTS 2 OF 21 oz MD-5570.0 14€1 A A•tVNN MILLER58705 P.E. GEaT.OF RUTH.p.. P.E.H 58705 ' - Y DETAIL Al DETAIL 131 META ,SH SEE ANCHOR THRU IX WOOD ASTRAGAL -- "- DETAIL-C1---- -- DETAIL- D1 - NOTE 4 4,SHEET I;MIN.N.OF wro MAsoNRv FACING EXT. INTERLOCK Nro METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH 114"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, .• HEIGHT IS OVER 9G° 21 OB1 a° s MAx zO.C.o EMBEDMENT AND ss .'k.} .. � o� EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE '' �e 4 60 T1 q o 0 TABLE A,SHEET 1& DAYLIGHT +0 INTERIOR NOTE 3,BELOW OPENING z5 — —— a o WIDTH a 33 EMBEDMENT EDGEd e - (4)THRU KEEPER @ MAX 98 DLI EDGE 80 82 3.6°O.C.,SEE SHEET 19 DISTANCE DISTANCES•_. 0 25 O 28 EXTERIOR SEE NOTE B, - ++ •-" SEE NOTE 8, 94 I I 26 RO V 27 O 28 THIS SHEET 1/4"MAX. —'-I 1�•' ' •-• THIS SHEET SEE NOTES, 1X OR 2X WOOD e / BUCKSTRIP,SEE 32 THIS SHEET EMBEDMENT \ SEE NOTE 6,THIS SHEET 28 #8 X 3/4"SMS REINFORCEMENT SCREW;7 ANCHOR / NOTE 3,SHEET 1 L———_—�� TYP.ANCHOR TYPE, PLATE AT / / s3 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND EVERY I/ HORIZONTAL SECTION(XXX SHOWN) 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION DETAIL C2 DETAIL D2 DETAIL B2 TABLE A,SHEET 1& DETAIL A2 INTERLOCK INTO MASONRY `` 1 ASTw GAI NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INTO 2xwooD REQUIRED IF DOOR EMBEDMENT FRAMING,SEE ANCHOR 19 DAYLIGHT 21 HEIGHT IS OVER 96' _ r NOTE 3,SHEET 1 9+ 1!4"MAXO—►I L INTERIOR PRODUCT REVISED OPENING _ zz EDGE I I Bas uilding with the Florida P + DISTANCE I I Building Code 7 NOA-No. 97.0420.06 TYP.ANCHOR TYPE, SEE NOTE 8,THIS SHEET n EMBEDMENT AND —+ L I Expiration Date 04/14/2021 28 27 2a R 25 EDGE DISTANCE PER d o TYP.ANCHOR TYPE, I I BY i SUBSTRATE,SEE 8 sa 6 EMBEDMENT AND P q Miam D o Product control TABLE A,SHEET 1& a+ q o o P EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, SEE TABLE A.SHEEP �e EDGE `d o o —r� 1&NOTE 3,BELOW q;4)THRU KEEPER @ MAX I EXTERIOR I DISTANCE �0 9J3.6°O.O.,SEE SHEET 18 PANEL WIDTH •° '�_ L�————J 114"MAX. CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) INTERIOR OR +1' 1, FIXED PANEL CLIP& `��� NY LYN NOTES ANCHORS,SEE EXTERIOR DIRECTION. 0,......,N i, 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. ��4a� 1+cENgF''.Q�� 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTILES, 3 SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR T} Na.58705 ASTRAOALS,Fl%EOI 26 26 � VINYL SLIDING GLASS DOOR NOA(LM) � 10/05/15 •� ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 1l - 4)CONTINUOUS ANCHOR PLATE,ITEM 98,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-SECT.9� J ROSOWSKI 70'• FRAME ANCHOR LOCATIONS. ,O� srgTE of 5 PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. COPYRIOIRoz617 POrINOuaR6Es,INc, NO CHANGES THIS SHEET. a� 04/05/17 S •.... 6)SEE TABLES 1&2 FOR REINFORCEMENT EMENTS.ALL REINFORCEMENTS ARE APPROXIMATELY THE FULLL NTERLLENGTH OFONY � 27 ze 1070 TECHNOLOGY DR THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N.VENICE,FL 34275 A.LYNN MILLER,P.E. 7)SEE SHEET 20 FOR SCREEN DETAILS. (941)-480.1600 SGD-5570 NTS 3 OF 21 MD-5570.0 a z A P.E.I}6a76c CERT.OF AUTH.020298 1 TYP.ANCHOR TYPE, L E4 DNTOMAs NE1 AND EDGE DISTANCE PERDMENT DEINTOWOOD11 DNroMA O RY DE OMETAL DADE APPROVED MULLION,FBC 1X BUCKSTRIP 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 AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE EDGE 1&NOTE 3,THIS SHEET EDGE _ TABLE A.SHEET 1 REQUIREMENT I r EDGE DISTANCE + DISTANCE DISTANCE 4 EMBED- i. MENT EMBEDMENT EMBEDMENT EMBEDMENT 1X OR 2 WOOD 114.MAX. e nn nn 1/4"MAX. 114"MAX. 1/4"MAX BUCKSTRIP,SEE L1 CJ So ANCHOR NOTE 3, e 8 TYP.ANCHOR TYPE,EMBEDMENT AND 4TayP. HOR TYPE,EMBEDMENT AND 7SHEET1 EDGE DISTANCE PER SUBSTRATE,SEE TANCE PER SUBSTRATE,SEE / TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A;SHEET 1&NOTE 3,THIS SHEET 8 eo NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / U LOCKSTILES, U 2)REFER TO ANCHOR NOTES,SHEET 1. ASTRAGALS, FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" _ HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-112" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT Q PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTE 8, SILL RISER EXACT DIMENSIONS, as complying with the Florida THIS SHEET VARIES WITH Building Code REQUIRED NOA-ND. 17-0420.06 FXTERICS POSITIVE Expiration Date 04114/2021 DESIGN 82 PRESSURE, .390—moi Fa- ey SEE SHEETS .390 Miam- a Product Control EXTERIOR 61 OR az 7&8. .390—�•I I� GI - 25 OR 28 390 2.947 a3 #42 SHOWN ( 1.793 2.370 L 4.041 1/4"ROUT X. 4z #43-45 ALSO APPLY .823 j ��17 3.464 GROUT AS �I s !I 1.917 NEEDED,SEE ANCHOR NOTE ,s n m 2 72 P 9 a 2.1 TOTAL O6 F 060—� .060 .060 5,SHEET 1 U `^`— a o 1/4"MAX. 0 8 Q SILL HEIGHT ���III SILL RISER SILL RISER SILL RISER SILL RISER r I O 42 49 44 45 + D® ® yL a � (2-1/2'TOTAL (3-1/2"TOTAL (41/18"TOTAL (4-518"TOTAL �.`,SONY,!-?:NN,��'+,� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) `� 1�,• L1cENSF A((� EMBED- S EMBEDMENT DIEDGESTANCE ;' No.58705 _ MENT r RT. Fe VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 J _ _ EDGE TYP•ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICALX-SECT. 2` AOSOWSKI =p G�-� DISTANCE EM13EDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENTAND 8 �O�•. STATE OF ;'(V` EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE GOPVRiGHr®2o,T POT iNDusrRiEs,INC, NO CHANGES THIS SHEET. pr1 04/05/17 '��Ccs''•F<ORIDP,.•'G��� XCINCIETEICMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, ALL RIGHTS RESERVED PER ANCHOR DETAIL F1 SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DR �§ a +++is��NALIE��`� REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MASONRY THIS SHEET' INrOWOOD THIS SHEET (941)-480-1600 SGD-5570 NTS 6 40F21 01 MD-5570.0 A ALYNN 8MI58705 P.E. CERT,OF AUTK UMS .`4 II IOR 71 35 INTERIORQ �OR 28 71 19 (4)THRU KEEPER 0 2 69 98 @ MAX 3.6.O.C.. @OR 26 37 98 MAX 18.5"O.C. INTERIOR 88 SEE SHEET 19 INTERIOR DETAIL H2 1 30 t9 �j�II90° c P 98(4)THRU KEEPER MAX f I' �EXTERIOR OUTSIDE CORNER 3.5'O.C.,SEE SHEET 19 tititiJJJ d �❑ 40 o e 90' 60 U [j 33 Q INTERIOR ®��. Q 0❑_ 39 OOR 28 t 'L 51 94 MAX 18.6.O.C. e�. V+ ❑��O —@OR 20 EXT E RIOR EXTERIOR 135" 8 IIIIL,r7�1' O 90' 39 c 33 DETAIL G1 DETAIL H11 MAX 18.5'0. 94 ❑� INSIDE CORNER OO PISIDE CORNER 40 0� go- EXTERIOR INTERIOR a1 L� �✓ - (4)THRU KEEPER 89 EXTERIOR 98 @ MAX 3.6°O.C., !vl 7 SEE SHEET 19 OR 10 O9 z O O da�G=Z]�a PRODUCT REVISED LLrnrnJJ as eom lying with the Florida Building Code NOA-No. 17.0420.06 �OO 135° Q Expiration Date 04/14/2021 INTERIOR By Mlaml-D a Product Control �F� O 00N NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14 815 FOR ANCHOR LOCATION&SPACING,FORANCHOR O 26 QUANTITIES,SEE TABLES 1&2. ``t11 I�rri 38 o a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, \��` ONY LYNiy O_ DEPENDING ON CONFIGURATION. MAX 18.5"O.C.86 is esti VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/15 No.58705 (4)THRU KEEPER @MAX 98 EXTERIOR _ 3.5°O.C„SEE SHEET19 DETAIL G2 CORNER ASTRAGAL HORIZ.X-SECT. j� J ROSOWSKI 73 . y f�'FIizz siATE F OUTSIDECORNER'136* COPTRIGHrtlz817 PcrINDUSTRiEs,INC. Z NO CHANGES THIS SHEET. �$ 04/05/17 %,tCsS ...........•G ` ALL RIGHTS RESERVED B '� 'ANAL 1070 TECHNOLOGY DR �' ' N.VENICE,FL 34275 (941)-400-1800 SGD-5570 NTS 5O 21 MD-5570.0 6x A A.LYNN MIIL o,PE CERT.OF AUTH.p29298 --- DETAIL 11 DETAIL 12 OPTIONAL NOW INTO MASONRY INTO MASONRY STRUCTURAL CONCRETE/CMU ANCHORS FOR EDGE ,--PER ANCHOR INTERIOR POCKET IMERIOR s1 21 22 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE„': REQU REMENT JAMB ,. ze 27 . AND EDGE DISTANCE PER SEE FIG:'� SUBSTRATE,SEE TABLE A, FIGURE 1,IERLOCKS AT POCKETS: INTERIOR POCKETS MUST THIS SHEE3° o SHEET 1&NOTE 3,BELOWINTERLOCKS" w INCLUDE A NON-STRUCTURAL, ° FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE r. 10 . 1 POSSIBILITY OF WATER ".' OPT. e INFILTRATION. 21 o ANCHOR tlMAXI 16 17 OPT. EMBEDMENT 17 OPT. I� POCKET BY OTHERS,SEE NOTE 6 BELOW. " EMBED citltnllW t E:SLERICR L1 o OPTFOR DOOR HEIGHTS OVER 96" MEQ . 1/4"MAX. �q 21.9„ ANCHOR ' 1° q 87 MAX.O.C. SEE FIG 1, 3° TYP.ANCHOR TYPE,EMBEDMENTEXTERIOR CONCRETE/CMU THIS SHEET 31 d AND EDGE DISTANCE PER EDGE PER ANCHOR n 27 L DISTANCE REQUIREMENTSUBSTRATE,SEE TABLE A,SHEET 1 &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, E 4,SHEET 1•ANCHOR LENGTH TO BELO BE A MIN.OF 3 THREADS BEYOND $NOTE 3, EDGE2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE FRAMING,SEE ANCHOR as complying with the Florida EDGE DISTANCE I NOTE 3,SHEET 1 Building Code OPT.ANCHOR Noa-No. 17-0420.06 DISTANCE OPT.ANCHOR Expiration Date 04/14/2021 DETAIL 13 INTO METAL EMBEDMENT I sy OPT. Q 17 OPT. Mlam- e Product Gontfol EMBEDMENTr e o DETAIL 14 I INTO W000 1/4"MAX. o MAX. EXTERIOR 70 SEE FIG 1, THIS SHEET 31 d SEE FIG THIS SHEETT 30 &R 27 - EXTEn'R7I�OR 22 21 91 IG EXTERIOR POCKET ;a�.. EXTERIOR POCKET A,;0,VINYL SLIDING GLASS DOOR NOA(LM) g 101051151 t NOTES No.58705 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. N 8 P-HOOK EXAMPLES,HORIZ.X-SECT. J ROSOWSKI ;�O srAY 0 2)REFER TO ANCHOR NOTES,SHEET 1. ® INC. NO CHANGES THIS SHEET ^' . 04105/17 '• ....'•. ) 3 SEE SHEET 13 FORANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. COPYRIGHT®2017 g AOR. POTINOUSTRIEB, a�cT % S+ 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ALL RIEHrsResERve° �'1/`!'ONAI IE?�'� 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR rc� Lt 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 941-480-1600 M D-5570.0 q A A.LYNN MILLER,P.E. AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CeR7.oP AurH.x2sns0 SGD-5570 NTS 6 OF 21 o p,E.1158705 4 J TABLE 1: - - Design Pressure(DP)and Anchor Quantities Required, (far all approved configurations on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A 89, 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15116"DLO Height 72-15116"DLO Height 8415116"OLD Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 or#26 Anchor Group Anchor Group Anchar Group Z MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Reinforcement#27 A B I C I D A B C D ' A I B I C D /CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19.1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24° DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL). Width TOTA #OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 1 7 8 8 B 8 Design Pressure +60/-60psf +60/-60ps/ +60/-60psf THE#OFLANCH.RS REQUIRED THROUGH THEP-HOOK, 25.1/8" Head/Sill c3+1 C3+1 c3+1 G3+1 q+1 c3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS,. 30" DLO ,Iamb 5 5 5 5 5 5 5 5 5 5 5 5 c Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf 31-1/8° Head/Sill C3+1103+1 I C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 G3+1 C3+1 C3+1 o_ 38" DLO Jamb 6 5 5 5 5 5 5 5 5 b 6 5 G Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 ' Design Pressure +60/-60 psf +60/-60psf +60/-60psf Z 37-1/0° Head Sill q+1 q+1 C3+1 q+1 C3+1 C3+1 q+1 C3+1 q+1 I q+1 03+1 C3+1 TABLE 81: 42° DLO � Width Jamb 5 5 5 5 5 5 5 5 5 5 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/•60 Psi +60/-60psf +60/-60psf Sill Nom.Sill Max.(+)DP 43.118" Head/Sill C3+2 C3+1 C3+1 03+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Poser Height Allowed t DOOR ASSEMBLIES 48 Width None 1-11/16°Jamb 5 5 5 5 5 5 5 5 5 5 6 5 See Note 2 0= INSTALLED WHERE THE PRODUCT REVISED P-hook 7 7 7 7 7 7 1 7 7 8 8 8 8 w OVERHANG(OH)LENGTH IS as camptng with the Plorlda 42 2-112° +38.7 psf = EQUAL TO OR GREATER THAN Baud 'j oao 43 3172° +6D.0 psf p THE OVERHANG HEIGHT IS NDA-No. 17-0420.06 USED IN EXAMPLE ON SHEET 9 44 41116° +60,0 psf EXEMPTED FROM WATER Explratlon Date 0411412021 INFILTRATION RESISTANCE. 45 4518° +80.0 psf .gv �z� Mlaml-O. Product Control DLO WIDTH=NOM.PANEL WIDTH-8-9116" DLO HEIGHT=DOOR HEIGHT-11-1/16" ``w`ONyrLYNNrr',�,, PANEL HEIGHT=DOOR HEIGHT-2-1/2" ;` +j.,.�«E..... TABLE NOTES: 'ZZ* Z � VINYL SLIDING GLASS DOOR NOA(LM) 2 10/05/15 =it f No.58705' *= 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE j m J ROSOWSKI 1 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL RISER IS NOT REQUIRED.IF 80,+DP'S SHOWN IN TABLE 1 MAY BE USED. CovYRia rrozoir parlRousrwes,inc. NO CHANGES THIS SHEET. jk9 04105/17 i ''••FCOg10P.••"\_ ` 3)SEE SILL.RISERTYPES ON SHEET 4. At�RiC9 irs RESERVED '��S' " ' ����` 4)SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR � r�,r S1'0NALtE�.N? 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD55701 NTS 7OF21 ,Ri MD-5570.0 9 A A.LYNNN�MIIL705 EER,P.F- CERT.OF AVni.929298 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, Glass hypes 2 or 4 80" 84" 96° 108" 12QGrcup SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16"DLO Height 72-15116"DLO Height 84.15116"DLO Height 96-15/16"DLO Height 108-15116" THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor MAXIMUM POSITIVE DP DUE,T THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TABLE 82,THIS SHEET, HD Interlock Reinforcement#28 A B C D A B C D A B C D A B C D A B ft OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 RS Design Pressure +100/-100psf +100/400psf +100/400psf +601 PSI` +60/-65psf CLUSTERED AT PANEL MEET]NG POINT AND I ANCHOR REQUIRED AT 19-118° HeadlSill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1rG5+1C3+1 C3+1 C3+1 MIDSPAN OF PANEL). 24° DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-Cook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100psf +100/-100Psf +100/-100psf +60/-65psf65psf PERPENDICULAR TO THE GLASS. 25-1/8° Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 05+1 C3+1 C3+1 C3+1 Ci+i C3+1 C3+1 C3+130" DLO Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 8 6 6 WidthP-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 101 10 Design Pressure +100/-100psf +100/-100 psf +100/-100 psf +60/-65psf +60/-65ps! 31-118° FIG 1: Head/SIII C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 OH LENGTH 36" DLO Jamb 5 5 6 5 5 5 6 5 - 5 5 7 5 6 6 5 6 6 6 6 6 t Width S P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 F- DOORA$SEMBLIES Design Pressure +100/.100 psf +100/-100 psf +100/-100psf +60/-65ps( +60/-65psf INSTALLED WHERE THE 37-1/8° Lu OVERHANG OH LENGTH IS c Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 03+1 C5+1 C5+1 C5+1 C3+1 = ( ) 42" DLO EQUAL TO OR GREATER THAN a Jamb 5 5 7 5 6 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 =O Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER z DeslgnPressure +100/-100psf +100/-100psf +92/-92psf• +60/-65ps( +60/-65psf INFILTRATION RESISTANCE. 43-118° Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+ C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Jamb 5 5 -7 5 5 5 8 5 5 5 95 6 6 7 6 6 6 8 6 Width TABLE B2: PRODUCT REVISED P-hook 7 7 7 7 7 7 8 8 8 8 91 9 9 9 9 9 10 10 10 10 as comPlying with the Florida Design Pressure +80/-80 psf +80/-80 psf +80/-80 psf +60/65psf +54.1/•58.7psf WesignPress NGA-No. 49-1/8" Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5H•2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 (+)Design Pressure Non-No. 77-0420.06 54° DLO Jamb 5 5 8 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 6 6 SIII Nom.SIII Max.(+)DP Expiration Date 04/14/2021 Width Riser Height Allowed e P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 .10 10 10 10 9 v Design Pressure +80/80Psf +80/-80psf +80/-80 psf +59.1/-64psf +49.8/-53.7Psf None 1-11/16" See Note 2 Mla - ProductContro 55.1/0" Head/SIII C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42 2-1/2" +38.7 psf 60" OLO Jamb 5 5 6 1 5 1 5 5 1 7 1 5 5 5 8 5 1 6 6 8 1 6 6 1 6 8 6 43 3.112" +60.0 psf Width P-hook 7 1 7 1 7 1 77 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 q4 4-1116" +80.0 psf •+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4518" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1116" ��� QNY LYN/y4�.'%,�� PANEL HEIGHT=DOOR HEIGHT-2-1/2" �aN LCEN,9•!l��P J TABLE NOTES: =�, No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/15 1 IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 n'•(� AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. ' DP&ANCHOR QUANTITY TABLES J ROSOWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL °(ORID�.•' ��` RISER IS NOT REQUIRED,IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. CGPYRiGHTCM17 PGTiNDUSTwES.iNc. NO CHANGES THIS SHEET. 04105/17 3)SEE SILL RISER TYPES ON SHEET 4. ALL RIGHTS RESERVED �� ���SSipIVAI�E�C`�� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR rc11 Jill 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)480-1600 SGD-5570 NTSIII BOF 21 i$ MD-5570.0 # A A.u P e. Bs MILLER,P.E. CERT.—'-Lp29298 EXAMPLE' ---- ---- - _ - _ __ - SEE FIGURE BELOW FOR ADDITIONAL INTERIOR I_ CENTERLINE- -- - LCENTERLINE- _ 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE Of:INTERLOCK I OF INTERLOCK ANCHOR INFORMATION. INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, (M INTERIOR POCKETS 6• CENTERLINE I CENTERLINE I CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OFPANEL 1 OF PANEL 2 OFPANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.6 PSF POCKETBY OTHERS,SEE NOTE 6, _ SHEET6 -.2-ANCHORAGE. 25-3/B'MAX 6" ANCHORAGE, SHEET I2 '+2"ANCHORAGE, MAX. 8"MAX. SHEET 12 SHEET 12 "C3'IHE TET I2 12 "C3"CLUSTER, EXTERIOR SHESHEET I2 END ANCHORAGE � . SEE POCKET JAMB - (MIN.I ANCHOR) EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL ANCHORS MAY SHEET 6 PXXX(3-TRACK) TO C O IN BE ADDED IN-FIELD AS NEEDED TO ^ ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FORADDITIONAL OF INTERLOCK OFINTERLOCK ANCHOR INFORMATION. 6" CENTERLINE CENTERLINE CENTERLINE —�'�—� MAX. OF PANELI OFPANEL2 OFPANEL3 POCKETBY 6o EXTERIOR INTERIOR OTHERS;SEE NOTE 6, of 0 I 0 C� - �1 SHEET 6 :Q .i2. / 7f.31A'_AX. — 6° ANCHORAGE, '+2 ANCHORAGE, °+2"ANCHORAGE, MAX. SHEET 11 SHEETII SHEETII "Q3°CLUSTER, 'C3"CLUSTER, EXTERIOR SHEETII SHEETII END ANCHORAGE 12•MAX 21.6" FRAMEJAMB 'SEE POCKET JAMB (MIN..1 ANCHOR) MAX. REQUIREDQ INSTALLATIONON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEET PXXX(3-TRACK) PRODUCT REVISED 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 os complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Codo +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84.FROM TABLE 1,SHEET 7,THENOA-No. 17.0420.06 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Dato 04/14/2021 PRESSURE REQUIREMENTS. TO BE 25-3Ia,O.C.OR LESs By ' Miami-Da roduet Control FOR WOOD INSTALLATIONUSING ANY Head/Sill C3+2 ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 1 7 0 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: —CENTERLINE OFENO PANEL 6'MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT MAX. THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT.ANCHOR HEAD(INTERMEDIATE ANCHORS).SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE TO Al.IN 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 25-38",OTHERWSE ANC PER/THE F GUREIABOVE HORS ARE NOT REQUIRED AS �.�ONY LYNN THE ANCHORAGE ANCHORAGE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE `����•'LICENSE'•.�(� DETAILS DETAILS MIDSPAN OF EACH PANEL. '�' = JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. F VINYL SLIDING GLASS DOOR NOA(LM) a 10/05/15 No.511705 FOR PRODUCT REFERENCES,ALSO SEE. P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE m' JROSOWSKI ' (' �` LOCATIONS OF CROSS-SECTION DRAWINGS. ® �0, '-. ZA .t4� B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN cOPYHIGHTm 2017 PCT IRousTR es,wc. c NO CHANGES THIS SHEET, BE FOUND ON: a� 04/05/17 i FL ORIDP,.-' C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. ALL RIaHTSReseRvao ��S 1070 TECHNOLOGY DRQ° �TS��fVAL1� `� D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 N.VENICE,FL 34275 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 (941)4801600 tt A.LYNN MILLER,P.E. F)SHEET 21 FORA BILL OF MATERIALS. P-HOOK:SHEET 6 C RT.OFAIII'H.M299 SGD-5570 NTS 9 OF 21 j MD-5570.0 �$ A PEA 58705 _—_a• 1-1.116"NOM. — _ 3/16"HS GLASS _ -.. 3118" 3/16"ANN IHS GLASS 3116 NOW IHS GLASS 3/16 f HS GLASS .090" GLASS 76 76 ° .090"PVB .090"PVB .090'SG 7/16"AIR SPACE— 77 78 3/1 B"ANN GLASS PAINTED/ 3116"HS GLASS PAINTED/ 3118"HS GLASS 3/16"T GLASS LAMINATED LAMINATED PAINTED/ PAINTED/ k718' ED' B2 O Bs LAMINATED OBo 0 81 SURFACE BOO 81 SURFACE s0 o eIE SURFACE O OIll / a EXTERIOR I- -- a EXTERIOR I- -- a EXTERIOR I- G]EXTERIOR PRODUCT 16"EXTERIOR- I I PRODUCT IS•EXTERIOR- I I PRODUCT IS"EXTERIOR- IPRODUCT IS"EXTERIOR- GLAZED'IF#80.81 IS 7/B"NOM. GLAZED'IF#BO-81 IS 718"NOM. GLAZED"IF118GLA7FL1"IF 1182-B31S 7/8°NOM. TOWARDS THE EXTERIOR.I O I GLASS TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR I TOWARDSGLASS BITE I I BITE I - I BRE < INTERIOR a INTERIOR a INTERIOR INTERIOR GLAZPRODED IF#80�SOR I I 79 GLAZED'IF 980-8PRODIICTIS"INTESIOR- I 79 GRODUCT IS LAZED"IF#80.8E SOR I GLLAZED"IF#82.83 SPRODUCT IOR- 79 TOWARDS THE INTERIOR TOWARDS THE INTERIOR TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. SEE NOTE 2, as J as 88 SEEN07E2, SEE NOTE 2, SEE NOTE 2, THIS SHEET THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "HS"=HEAT STRENGTHENED SILICONE HOT-MELT BUTYL 'T'=TEMPERED STRUCTURAL 1-1/16"NOM. 1-1/16"NOM. "PVB"=.090"TROSIFOL®PVB INTERLAYER SILICONE 3116°HS GLASS 311 s'HS GLASS BY KURARAY AMERICA,INC. STRUCTURAL 1/4•NOM FOAM alts NOM. ,0901,PVB .096°SG "SG"=.090"SENTRYGLASO INTERLAYER POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT 3/16"HS GLASS 75 76 3116-ILS GLASS 75 7s BY KURARAY AMERICA,INC. EXT.GLASS EXT.GLASS 7118"AIRSPACE— 77 78 711WAIRSPACE 77 7a PRODUCT REVISED 3/16"T GLASS— 3/16"T GLASS as complying 17 4 Florida PAINTED/ PAINTED! Building colo B2 OR 83 LAMINATED O LAMINATED NOA-No. 17.0420°OB 62 OR B3 SURFACE SURFACE Expiration Date 04/14/2021 i INT.GLASS INT.GLASS a EXTERIOR a EXTERIOR PRODUCT IS°EXTERIOR- I \I PRODUCT IS"EXTERIOR- I / \ Mlaml- ad roduet Control GLAZED"IF#82gy- -8315 718°NOM. GLAZED"IF#02-8315 I 718°NOM. 7B KODISPACE 7B SUPER O TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTERIOR.I O GLASS 4SG TPS SPACER@ NXTTN I I BITE I I BITE a INTERIOR I a INLER�OR I I ALUMINUM PRODUCT IS'INTERIOR- I I PRODUCT IS'1NTERIOR- REINFORCEMENT POLYISO- DESICCANT FILL AREA GLAZED"IF#82.83 IS I 79 GLAZED"IF#82-8315 I I 79 BUTYLENE 5116"NOM. TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR s.. SEAT- 80 a8 BUTYL& SILICONESEAL SE s THIS SHE t ROLL-FORMED DESICCTEZ CANT FOAM STAINLESS STEEL LYNN GLASS TYPE 3A GLASS TYPE 4 ���` EXT,GLASS NOTES: - �� O........., EXT.GLASS 1 BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. F VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 = r 1 No.58706 INT.GLASSINT.GLASS 2)PRODUCT MAY BE EITHER d GLAZING DETAILS j m J ROSOWSKI =0; - INTERIOR OR EXTERIOR GLAZED, ® '70'. a f� PROVIDED THAT THE"HS"SURFACE COPYRIGHT®2917P07wDusrRIEs,INc. NO CHANGES THIS SHEET. z4 04/05/17 SOT ' 'SYTEOF DURASEAL@ 7B XL EDGETM OF 77 ALL RIGHTS RESERVED ,�(�`s'•,.<ORIDL.•'G\`�� i SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 N.VENICE,L GY DR �4 ��'/S�ONAL�0o" (941)-480-1129 SGD-5570 B NTS 10 OF 21 12,'l M D-5570.0 �z A A.LYNE 5aIL,`ER P.E. CERT.OF AUTH.9292A0 '� N P.E.#68705 SILL CLUSTER ANCHORS LAYOUT: - _ -_ _--_ .- _ SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGALOR PANEL PANEL_ - INTERLOCK INTERLOCK PANEL CENTERI'INE CENTERLINE CENTERLINE CENTERLINE 4.. CENTERLINE —4" — —4" 4" ' ILC _ IIttLLyyLL EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'C3' '� 2-TRACK CLUSTER'C3' 2-TRACK INTERMEDIATE v 2-TRACK INTERMEDIATE 2-TRACK INTERMEOWFE ANCHOR LOCATIONS ANCHOR LOCATIONS .+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4" CENTERLINE PANEL PANEL CENTERLINE CENTERLINE 4" CENTERLINE CENTERLINE 4° 4" 0 0 EXTERIOR —d+ 3.22" EXTERIOR 3.22" EXT E RIOR EXTFRIOR 3.22 EXTIE�RIOR 3.22" 3-TRACK CLUSTER'C3' 3-TRACK CLUSTER"CS' v 3-TRACK INTERMEDIATE 3-7RACK IN ERMEDIATE �/ 3-TRACK INTERMEDIATE ANCHORLOCATIONS ANCHOR LOCATIONS .+1'ANCHOR LOCATION - "+2"ANCHOR LOCATIONS '-3*ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANELPANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4° 0 0 o EXT [OR — 3.22" EXTIIN -I ERIIOR —3.22" EXT�IERRIIOF, EXTERIOR EXTERIOR �-I 4-TRACK CLUSTER `� 4•TRACKCLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE `� 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS °CS ANCHOR LOCATIONS '+1'ANCHOR LOCATION "+2'ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING BILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DI TRACK-TO TRACKt2. 5•, DIIS 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375'• FOR ALL SILLS: Head/Sill +1 PRO DUCT Y 9 REVISED ith the Florida \`%\,o LYIv/�/,7j7i,� Jamb 5 Building code ..... NOA-No. 17.0420.06 ���'OCEMy ��.(� FIGURES PERTAIN TO THE FOLLOWWGSILL P-hook 7 Expiration Date 04114/2021 _' N CLUSTER ANCHOR LOCATIONS: 0.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 BY M12 10 !e Product Control _-U ANCHOR LOCATIONS A � J ROSOWSKI ��0�: IE OF '#I COPYRIGFRL R?GHT9 RESERVEDw�'INC. Ir NO CHANGES THIS SHEET: &M 04/05/17 /i;S� I ONAL `` E?\ HeadlSill C3 1 1070 TECHNOLOGY DR � Jamb 5 N.VENICE,FL 34275 A.LYNN MILLER,P.E. P-hook 7 (041)ABO-1600 SGD-5570 NTS 111 11 OF21 9 MD-5570.0 �A P.9.#58705 CERT.OF AU1H.fi=B HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL ORPANEL PANEL INTERLOCK 4" INTERLOCK 4" PANEL CENTERLI 4- CENTERLINE J�'` CENTERLINE 7 CENTERLINE-- CENTERUNE 4" 7 EXTERIOR 8 EXTERIOR EXTERIC!R 3.22" Exrrmog 2-TRACK CLUSTER"C3" 2-TRACK CLUSTERW 2-TRACK INTERMEDIATE IG 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+I'ANCHOR LOCATION "+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINECENTIERL,4' 4' CENTERLINE CENTERLINE r— CENTERLINE 4" 4.75. 3.22' EXTERIOR 3.22- EXTERIOR EXTERIOR EXTERIOR 3.22" 3-TRACK CLUSTER*4:;r 3-TRACK CLUSTER TS* 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS *-I'ANCHOR LOCATION 4T ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK-- 4- INTERLOCK-- PANEL PANEL CENTERLI"Q CENTERLINE7 CENTERLINE /Ilk CENTERUNF I CENTERLINE 7 E-5 EXTERIOR EXTERIOR 3.22" EXTERIOR EXTERIOR I EXTERIOR 3.22" 44RACK CLUSTER ID 4-TRACK CLUSTER I 4-TRACK INTERMEDIATE 10, 4-TRACK INTERMEDIATE.,. 4-TRACK INTERMEDIATE"-3* 'C3"ANCHOR LOCATIONS 'CVANCHOR LOCATIONS ' "ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS NOTES: FIGURES PERTAN TO THE FOLLOVMG HERE, 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEMATEANCHOR LCWMNS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2)TRACK-To-TRACK FOR ALLHEADS: DISTANCE IS 2.376' FOR ALL HEADS: PRODUCT REVISED Headl,9111 I CX+1) as o0gpIlln with the Fl as jAj LY IV BuildgF - URE MSPERTANTO EFOLLOWINGHEkl) NIOA-No. 17-0420.06 IG CLUSIMANCHOR LOCATIONS. P-hook 1 7 Expiration onto 04/1412021 No.58705 VINYL SLIDING GLASS DOOR NOA(LM} 12110/05/15 By 11al J ROSOWSKI �o ANCHOR LOCATIONS B 0 ",- copyf [No. NO CHANGES THIS SHEET. 04105/17 "'i's., adISIO I (C-2F1 "ii S/ amb 5 N.VENICE,FL 34275 1TECHNOLOGYDR491 LCERT.OF EX A.AUTH.#29296 -F (941)-480-1600 LYNN MILLER, p SGD-5570111 NTS 111 12 OF 21 MD-5570.0 kTA 588706 P.F_ P-HOOK ANCHORS LAYOUT:-- JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERrAPITOTHE FOLLOWING J 18 ANCHOR LOCATIONS: —► •2.375" 4,76" C 7.125" - MAX. 21.6" 21.6" 21.6" Head/SIII C3+1 MAX. MAX. MAX. Jamb 5 EXTERIOR EXTERIOR EXTERIOR P-hook 7 O.C. O.C. O.C. OPT.ANCHOR� TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. J FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY j— BE LOCATED IN ANY ADJACENT TRACK 6" 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX. MAX. REQUIRED TO MEET MIN.EDGE DISTANCE --;;CK MAX. � I 2 TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. I I I 12' - MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.500-' PER END @ 1"X.500" I SILL SILL \ SILL EXTERIOR (� EXTERIOR EXTERIOR "MAX. (3)TRACK WEEP HOLES EVERY 24"@ 1.125"X.190"; (6)TRACK WEEP HOLES (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.1 90";� EVERY 24"@ 1.125"X.1 90";�\ TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375"X.500" 24"@ 1.375"X.500" NOTES: 1)SEE TABLES 1 8 2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED \`L�LLI ii7� OF ANCHORS REQUIRED IN THE P-HOOK. as complying with the Florida Building Code `�� �� • ' •✓/� �� FIGURES PERTAIN TO7HE FOLLOWING POCKET JAMB NOA-No. 17.0420.06 ` a'�:• LJCENSF'•.�eIs P-HOGK ANCIORLOCATIONS `�', •'�-P Expiration Date 04/14/2021 No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 9y G Miam- a Product Control v o ANCHOR LOCATIONS C 14� J ROSOWSKI ��0�•.. ST TE�p �� Heedlslu C3+1 copraloH�r<azchis INC. NO CHANGES THIS SHEET. 04/05/17 �� �ONAI 111111tI0," Jemb 8 1070TECHNOLOGYDR N.VENICE,FL 34275 P•hook 7 A.LYNN MILLER,P.E. ERT.O 480-1600 1 SGD-5570 NTS�jj 13 OF 21 x MD-5570.0 j A P.E>e 58705 CERT.OF AURI.925P55 - - I HEAD 90°CORNER-CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FlLOWINPERTAOHTOTff FOLLOWING 90-AimToTSILL ANCHOR LOCATIONS: 9o° 4„ 4" 4" >4" 4,. 4" 4" 4" z j c Hond/S11I C3 1 3.22" EXTERIOR 3.22 EXTERIOR Jamb 5 7 2-TRACK 90'CORNER ,1I���1I., 2-TRACK 90'CORNER ,Y P-hook 'C4'ANCHOR LOCATIONS V 'CB'ANCHOR LOCATIONS 2-TRACK 90.CORNER EXTERIOR 2-TRACK 90°CORNER EXTERIOR (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) C4'ANCHOR LOCATIONS °CB"ANCHOR LOCATIONS _(-L (USE WHERE°C3"IS SPECIFIED) �/ (USE WHERE'C6'IS SPECIFIED) �J 0 4PRODUCT REVISED 161 4„ as complying with the Florida 4" Building Code NDA-No. 17-0420.06 Expiration Date 0411412021 4" 4" 4" 4 By /7 Mlaml-D a Product Control EXTERIOR 3.22" EXTERIOR K-y ! I I 3.22" 3-TRACK 90°CORNER I-I- 3-TRACK90'CORNER fL 3-TRACK90'CORNER EXTERIOR 3-TRACK90'CORNER EXTERIOR 'C4°ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS \/ "O1'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE'C3°IS SPECIFIED) (USE WMERE'C6°IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) 7 Ar `\�.+`SONY LYNN��''., L4' 4' 4,. 4.. a .`IC4" NO.5870 3.22„ 4., 3.22° ��''Ss�QNAL ANG``• EXTERIOR EXTERIOR 4-TRACK 90'CORNER EXTERIOR 4-TRACK 90°CORNER EXTERIOR fJff 111111TT4 4-TRACK 90'CORNER 4-TRACK 90'CORNER 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS ID (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE-CT IS SPECIFIED) (USE WHERE'CG'IS SPECIFIED) A.LYNN MILLER P.E. P.EJ168706 NOTES: FIGURES PERTAIN TO THE FOLLOWING DO-CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 90, 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D P J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. F-IT Head/Slll C 1 Jamb 6 3)TRACK-TO-TRACK COPYRIGHT®2ot7 PGTPIDUS7RIEs,INC. c NO CHANGES THIS SHEET.04105!17. P-hook 7 DISTANCE IS 2.375" 2.375 2.375° ALLRHTVEU DR FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY.9 N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 111 14 OF 21 S MD-5570.0 $ A CERT.OP AUTH.#29298 HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: _ - SILL 135°CORNER CLUSTER ANCHORS LAYOUT: F uG��SIM-ACORNERSILL ANCHCHLOCATIONS: 135° 41 Ilk" 4"• 4" 4„ 04� i o —A-0 - Head/S111 C3 1 ERIOR 3�„ EXTERIOR EXTERIOR EXTERIOR Jamb 5 R �l 4^ 4" J� P-hook 7 2-TRACK 135'CORNER v 2-TRACK 136"CORNER 2-TRACK 135'CORNER 2-TRACK 135°CORNER °C4'ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 'OS'ANCHOR LOCATIONS °C6'ANCHOR LOCATIONS (USE WHERE•C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE'C3"IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) 4" 4" W4- 4- PRODUCT REVISED 4" as comp)yIn with the Florida 4" Building Cod9e17-0420.06 NOA-No.4" Expiration Date 04/14/2021 EXTERIOR EXTERIOR EXTERIOR EXTERIOR3 22" 132„ V Miam-Dad aauct convai 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3•TRACK 135°CORNER "C4"ANCHOR LOCATIONS (USE )R O LOCATIONS 'C4'ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) ) (USE WHERE-C3"IS SPECIFIED) (USE WHERE°C5'IS SPECIFIED) 4^ 4" 4" 4 \�.``�ONY LYAiN ° No.58705 4„ 4" o •• R TE O � :•��: EXTERIOR EXTERIOR - — EXTERIOR ��T'•, —3.22" fvl %,��ss•.,<DRion•._•\GEXTERIOR ��: 4-TR43, A 135'CORNER 4-TRACK 135'CORNER 4-TRACK 135'CORNER 4-TRACK 135'CORNER �� �O 1E,,0\\ 'C4'ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS '�11 ANAL 1 ` (USE WHERE'C3"IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE'C3"IS SPECIFIED) (USE WHERE'W'IS SPECIFIED) . A.LYNN MILLER,P.E NOTES: P.E.#58705 FIGURES PERTAIN TO THE FOLLOWU4013Y CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 0 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. Head/SIV I C31 Ry. Ig Jamb 5 3)TRACK-TO-TRACK COPYRIOIR®2°1T PGTINousralEs,wc. NO CHANGES THIS SHEET. d 04/05/17 P-hook 7 DISTANCE IS 2.375" W2.375- W2.17511 ALL RIGHTSRESERVEO FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-160D SGD-5570 NTS 111 15 OF 21 Jill MD-5570.0 A CERT.OF RUTH.I MVM - t HEAD SPLICE ANCHORS-LAYOUTaINTERLOCK OR ASTRAGAL:, _-__. _ ._ _-_ _SILL SPLICE ANCHORS LAYOUT(c7 INTERLOCK OR ASTRAGAL' FIGURES PERTAIN TO THE FOLLOWING SPLICEb SILLANCHOR LOCATIONS., SPLICE SPLIC SPLICE LOCATIQN 7 4" LpCATICE_ ¢n LOCATION SPLICE ¢" LOCATION 4 o o o 0 EXTERIOR3.22" EXTERIOR —.- 3.22" EXTERIOR EXTERIOR HGad/Slll C3 1 \j 2-TRACKSPLICE IJ 2-TRACKSPLICE ANCHOR LOCATIONS OCA TI FI 2-TRACKSPDCE Jamb 5 'C4'ANCHOR LOCATIONS 'C6'ANCHORLOCATIONS "C4'ANCHOR LOCATIONS ��,•/J "C6"ANCHOR LOCATIONS P-hbpk 7 (USE WHERE-037 IS SPECIFIED) (USE WHERE'OS'IS SPECIFIED) IUSE WI IERE'CT IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) SPLICE SPLICE 4"L'OF-7 SPLICE SPLICE _4.75 *4' LOCATION •¢ LOCATION 4„ LOCATION LOPRODUCT REVISED EXTERIOR 4" EXTERIOR . EXTERIOR 3.22" EXTERIOR 4" as complIgng with the Florida 1 y 3-TRACK SPLICE 3-TRACKSPLICEI�I 3-TRACK SPLICE 3-TRACK SPLICE as odde v 'C4"MICNOR LO CATIONS `C6'ANCHOR LOCATIONS `J "C4"ANCHOR LOCATIONS •C&•ANCHORLOCATIONS NOA-No. '17-0420.06 (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CW 15 SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) Expiration Data 04/14/2021 By SPLICE -4,75" SPLICE Miam,- a Product Con ro LOCATION LOCATION 4" S�-ON SPLICE LOCATION�� LOCATIpN—� O A O EXTERIOR 4" EXTERIOR 3.22' EXTERIO EXTERIOR —►- jlllll lily 3.22 "�— R 4TRACKSPLICE 47RACKSPLICE 4-TRACKSPLiGE �J1, 4-TRACKSPLICE �� N()NY LY,;'�, ANCHOR LOCATIONS "Ca'ANCHOR LOCATIONS '(A'ANCHOR LOCATIONS vv 'CB"ANCHOR LOCATIONS ����.'''t-(CEN,pE;����{ (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) (USE WHERE•C3"IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) *, ND.58705 '. Nares: .c TE OF .�`� 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �f<CSS"LAR oa'. G��`' '7t;aNAILI�r; FIGURESPERTAINTOTHEFOLLOWINGSPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LyI,iII MILLER,PE. HEADANCHORLOGATiONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.t/58705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) g 10/05/15 DISTANCE IS 2.375" F 2.375" 2.375" 8 FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F £ J ROSOWSKI _T_ COPYRIGHT02017 PGTINOUSTRIESJNQ z NO CHANGES THIS SHEET. +2$04/05/17 4)POCKET WALLOR CAVITY IS NOT PART OF THIS APPROVAL.AND IS TO BE DESIGNED ALL RIGHTS RESERVED Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION, N.VENICE,FL 34275 P-hook 7 (941)-480.1600 SGD-55701 NTS IF16OF21 1111 MD-5570,0 A CERT,OF AU 272b3 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL DOUBLE OUTSIDESD° INTRAGA' OUTSIDE 135• INSIDE 135' ASTRAGAL TYPES SINGLE SINGLE FIXED LO HANDLE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL NTERLOCK INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN W Al f�1 I�---�".7 DOUBLE EXTERIOR GLAZED ��/� LOCKSTILE lJ•wvwvvL.J �,������,�'"'� INTERLOCK Bow F F PP K L L TC TA TV TW - �- ASTRAGAL I SINGLE H c LOCKSTILE SINGLE - S LJ P A C C SC SA SV SW S® INTERLOCK INTERLOCK SINGLE DOUBLE INTERLOCK f7 W IN (Daxau) (BLUW) 0- FIXED RR R S S FC FD FV FW A INTERLOCK �-'•""""""''—^ LOCKSTILE OUBLE STILE (eoxoup Max" W LOCKSTILE D M J J ASTRAGAL �, . .C1 LOCKSTILE --� w/HANDLE (goxouq (ei F— SINGLE ASTRAGALI O T I I ®S INTERLOCK INTERLOCK LR�. BOXOUT dJ (aaxouq maxoun maxoun W ASTRAGAL J T I e BOX IN dC V aax D`R•G CT CS CF W ASTRAGAL z RECEIVER IN.go- ASTRAGALA a RECEIVER •T AS ®F V ASTRAGAL ■ ,T• VS VF PRODUCT REVISED ASTRAGAL!��d V J as compiying with the Florida RECEI. NOA-ng Codo Noa-No. 17-0420.00 IWT WS WF _ ASTRAGAL Expiration Data 04/14!2021 RECEIVER By Mia -D a roduct Control LEFT RIGHT PANEL PANEL STILE 'ti,; STILE PANELTYPE "F"SHOWN. PANEL NOTES: ' x\\\t YILYNIv 1/1, Q •.......� 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. Or g''•��/�: 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE 4, VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 No,58705 NOTAVAILABLE. _PANEL TYPES 2 J ROSOWSKI - o' 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". m � ST F •' ��� gy O STATE OF !(�� coavRlc(rt®wn PcrINDUsmres.wc. NO CHANGES THIS SHEET. mg 04/05/17 n�.'• F[aRioP.._' 4)PANEL TYPE MAYBE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTHALL RIGHTS RESERVED %, s •......• TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 N. TECI HNOFLOGY 6R AO ,,�1s)O1VAi (941)480-1600 SGD-5570 NTS11[17 OF 217111MD-5570.0 u9A$ A.L P E.0MI�LLEDR,P.F. CERT.OF AUTR WR2M N 5.875 10.635 50U 540 .125 _ - r .550 x 291---- 061 .762 " 100 R 7T4 [- 1.812 _jtl �p ��0I 0 1.681 rr I� 002 .930 301 J � 1.928 1�- 100 A b _jE ]��]�® LmJ� FRAME SCREW INTERLOCK CAP, Q 2 TRACK HEADMAMB ©4 TRACK SILL COVER(PVC) ANCHOR PLATE Q TRACK INSERT C�EXTENDED POCKET 5.178 �•i t�1.000 252 231 .060 2.060 100-moi --8.2 Pj 8.250- ^� LI I 1.435 062 1.613 r .080 �i I O9� 5t'JA 949a [� CIS T73 81 -��.062❑ 100 ❑ ��[� 9 BOTTOM RAIL 12 OUTER SILL 13 SILL COVER CK 17 P-HOOK ADAPTOR 18 P-HOOK ®3 TRACK SILL O SUPPORT O COVER U 3 TRACK HEADMAMB 094 125 540 540 291 .081 -.229 10.025 __e l 8r�-3.000 LLL L M- M .626 .500 4 2.607 � .076F1.406�o -� -.062 ` + .062 .329 1.813 1.681 1TE ❑ ❑.100 ❑ -.6 19 K EENDPERED (g KEEPER �BAR GOVERMENT Q REINFORCEMENT @ FIXED PANEL CLIP ®4 RREEII FORCEMENT O5 BAR 4 TRACK HEAD/JAMB ( 2 TRACK SILL 2 51 a f-+-2.838--j 1.825 - 1.570 1-+-- 1.595 r- -- 1.595 ,309 2.696 .080 3,483 2.073 .099 7}� 125 I r ,070-� .075 - 4.835 4.279 ,100 12.633 23� a ,300 2.i6g •400 8 2.788 2.025 r-.312 10 .090 2.116 34 INTERIOR JAMB COVER J ❑ Q P ODUCII REVISED 110 Imo- �-•188 -►l i�-,182 .120 I. .182 ��2.710 R 1.875 G---- 120 2.291 I 100 B complying with the Florida TOP,BOTTOM TOP,BOTTOM INTERLOCK.300 INTERLOCK.400 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE,TOP Building Godo AND STILE AND STILE ©REINFORCEMENT, REINFORCEMENT, REINFORCEMENT 30 INTERLOCK ADAPTER 31 ADAPTER Q AS ADD•ON Q3 AND BOTTOM RAIL Non-Nr. 17-0420.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Data 04/1412021 REINFORCEMENT 3.326 By -3.452 1�-3.345� NOTES: m1aml-D a Product Control -► 1.472 - 919 1)SEE SHEET 4 FOR 125 3.209 060 3.713 -� •090 SILL RISERS. 125 3.346 060 2.175 .046 1.500 3.247 �} 2)SEE SHEET 20 070 �29 085 �J 919 FOR SCREEN PARTS. .300 1.170 5 135"CORNER 36 135"CORNER 135°CORNER 135°CORNER 9D"CORNER 90"CORNER 90"CORNER 3)ALL DIMENSIONS ©ASTRAGAL OPASSIVE MOUNT ©ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL 40 ASTRAGAL CAP, 41 ASTRAGAL CAP, IN INCHES. ````l EXTERIOR INTERIOR EXTERIOR INTERIOR NYtqjV �G N.... 912 .210 252 173T1.21 � VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15No.58705 .065 1.261 .062 1.2fi1 1.281 1.261 1 - -- EXTRUSIONS J ROSOWSKI 0 ' i; �7} ® �p�•. T n 80 7/18" I 81 7/16' 1-t/16" 83 1-1/1 ®1-3/16 COPYRIGlR02017 POT INPUSfR�ES,INC, a NO CHANGES THIS SHEET. rc 04/05!17 ;� '••,FCO RID?•.•'•�\?� SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1600 SGD-5570 a NTSIII 18 OF 21 o z MD-5570.0 $ q A LYNN MILLER,P E CERT.a Al... y P.EJtfi870.5 -- -- - -2)INSTALL CLIP - HEADER BLOCK TO HEAD JAMB TO HEAD , 1)INSTALL INTO FRAME JAMB ATTACHMENT CLIP INTO &SUBSTRATE, ASSEMBLY Zh(4)CLIP ANCHOR PANEL HEADER TYPE AS USED STILE o USING 4 INSTALL ONE BLOCK AT 8A BLOCK IN INSTALLATION, INSTALLATION EACH INTERLOCK. TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL (3)#10 X ° TABLE 1 ONE BLOCK THAT \ 9a (3)#8 X 1.5"SMS /� SPANS BOTH PANELS. 1."SMS O Q o a d o- xs FIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT THE a (2)1/4" z3 PANEL. MIDSPAN OF EACH FOXED CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1/4"SMS #8 X I"87 "aD 1 SMS _ '(4)#10 r;�� OVER \ X 2"SMS as NF.BAR #8 X i at 1-1/4.SMS \ KEEPER Ta (4)THOU KEEPER MAX b" \_ 3O.C.,SEE SHEET 19 a�w JAMB TO KEEPER TO JAMB �j SILL ASSEMBLY \ ATTACHMENT LOCKING JAMB b PRODUC" SED To Ith REINFORCEMENT PLATE ❑1 001 ai 9'1';dewlh the Florida ATTACH WITH#8 X 1-114" 4-PANEL,7.-7RACKNOA-No. 17-0420.06 i @34-1/Y'MAX O.C. OXXX SHOWN KEEPER& Expiration Date 04/14/2021 By_ Mlam-Da roduct Cont/o1 I (4)#10 X as o 2"SMS so INTERLOCK INTERIOR CLIP COVER \ 1r L1 INTERLOCK NOTES EXTERIOR 24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ``�� 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. %'N ONY LYNN ''. BOTTOM RAIL °` ay#10X, 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. `�����• ,tCEN.SF 4f SUPPORT 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)#10 X 1"SMS^ �a VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 = No.X705 '} THROUGH SUPPORT, 92 ��®� INTO PANEL Fi PANEL ACCESSORIES INSTALLATION 4 J ROSOWSKI =p �� fs tY; #10 X r / I INTERLOCK SILL RETAINER 931-1/z"sMs ASSEMBLY m �" =oT'•.. FTORI F ALL PANEL CORNERS cDFrRicrm2otTFcrwousrRiEs,iHc. c CORRECTED#96 ad 04/05/17 :11 's ......�.... CLIP ATTACHMENT WELDED,NO ASSEMBLY ALL RIGHTS RESERVED "'S'7 NAL N INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS 1070 TECHNOLOGY DR �§ �� /T0 N.VENICE,FL 34275 _ (941)-480-1600 SGD-5570 NTS 19 OF 21 0 MD-5570.0 4 z A n LYN11 MILLER p,E.#58 0s p E CERT.OF AUTH.929188 I BOX SCREEN DETAILS:___ ____ __-. _ STANDARD SCREEN DETAILS: _ — 123 132 12 9 �I 108 128 121 133 102 103 ILfpj• IL fCo 119 0 111 108 HORIZONTAL SECTION 110 I HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 115 � 131 33 102 111 Pa �lO tzt !00 —� o &RO3 O 6 ❑Q ❑ 1 RO � 122 O.pvt1e HORIZONTAL SECTION EXAMPLE 115 172 120 I ' 104 toe HORIZONTAL SECTION 117 1.081 EXAMPLE 1.202 B 1.778 1.778 6 .875— r — 875 1— 1.020 I .— —.p,. 0 --v--�50 .045 r F11 1zo FRAME" 1z1 SDESCREEN RAIL, 122 ASTREEN RAGALO 1.99933� 1.919933 1.8y74 RAIL LATCH ADAPTER +IIS .082 —I-II-+—.062 L .062 PRODUCTin REVISED BOX SCREEN BOX SCREEN OBOX SCREEN Butt ding lyongewlth the Florida 1+eo 101 19z 1.—.725 *'"�1.435 C dd TOX RAIL BOTTOM RAIL SIDE RAIL I lel NDA-No. 17-0420.06 1zT 765 782 Expiration Date 04/14/2021 OR .040 By 1130 114 1.020 t�_.055 3 128 .062 miaml- a roduct Control 101 `j 1.373 1—�— 1'10 123 SCREEN VINYL 24 FRAME SILL z oR�4 OR(6) 1.872063 z o/1°RO ASTRAGAL SCREEN ° 1,833 O LJ ADAPTER ADD-ON o L ! 1za 107 - 6� 8BOX BOX BOX SCREEN d to3 SCREEN 104 SCREEN 105 OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION \���`1ONy LYIVAI , EXAMPLE ��.• �E' •.2/j EXAMPLE NOTES: � � 1.3061)ALL DIMENSIONS IN INCHES. Qa.•' v NSF''•�(� —►{1,487 0501'-13 1 487 t-- 1.5 1VINYL SLIDING GLASS DOOR NOA(LM) g 10/05/15 :' NO-58705 t— §0 SCREEN DETAILS t J ROSOWSKIOo tos BOX SCREEN 107 BOX SCREEN 108 BOX SCREEN HEAD RT. ASTRAGAL SILLADDON AND JAMB ADD-ON CCPYRi°HT®2onN°TwousrRes,ING. NO CHANGES THIS SHEET. aM 04105/17 '.�C�S'•.F<oRIOP.•'�� � ADAPTER 1070 TECHNOLOGY DR � 'S;�NALING`� lilt N.VENICE,FL 34275A,SGD-557D y NTS 20 OF 21 z MD-5570.0 < A a LYP.E.6 NN MILLER,p,E. CERT•OF AtFD1.02929B 88705