Loading...
HomeMy WebLinkAboutNOA MIAMI•DADE `9�P Pc°aMIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-'*4 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315=2599 NOTICE OF ACCEPTANCE (NOA) ivww.miamidade.gov/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 (AHS 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 iri'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 detennined 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"5570f2770"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,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 j 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 complywith any section of this NOA'sball 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 NOA1#15-•1210.01 and consists of this page I 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. MIAMt•DADE NOW NOA No. 17-0420.06 a f /yt'j Expiration Date: April 14,2021 j G Approval Date. September 28,2017 Pake 1 I i Y 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 Entty Test, per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab Inc. Test Report No.FTL 8546, dated 11/06/15 signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No:FTL 8547,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8548,dated 12/04/15, signed and sealed by Idahnis Ortega,P. E. (Test report revised on 01/04/16 and 02/11/16) .L`'Ems' ---..-•.•.-------.._ -Jorge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No.17-0420-06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) S. 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 scaled!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 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 6638 (samples A-1 thru A-22), dated 11/19/10,signed and sealed by Jorge A. Causo,P. E. (Submitter)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. (Submitter)under NOA No. 11-010 7.09) 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. Milli r, P.E. (Submitted tinder NOA No. 15-1210.01) orge M.Plasencia,P.E. Prost et Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 I 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). 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. 3. 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,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted tinder NOANo. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their"SentryGlas® (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 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. 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'i 04/14/21. I I I i ! ! I I i Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 i i i , - SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: JMPACT RATING Min.Edge Min. RATED FOR LARGE&SMALL Gmup Anchor Substrata Frame Member Distance Embedment MISSILE IMPACT RESISTANCE INCLUDING POCKETS & 900/1350 CORNERS P.7.soul om ine Head/SIIVJamb 6116 1-3/8' GENERAL NOTES: (SG-0.55) P-hook 9116" 1-3/8• DESIGN PRESSURE RATING 1 GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. #12,steel SMS(G5)or Aluminum,6063.75° Hsad/sguJlmb 3/8• 116" SEE TABLES 1,2&B1,B2 410 S.S.ISMS 0,125'min.lhloknoss P-hook 318' Ire" 2)DESIGN PRESSURES; 318 0.080 ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300, A (mn 11 hreadanstool,pie• Haad slluJamb n) 0.080'min.ttdcknees) P•hcok 3/8• 0.060• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM El 300. Steel stud,A653 Gr.33• Head/SUI/Jamb 318• 0.071°14 ca. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, 0.071•min.tNcknees P-hook 3/8• 0.071° 14 Ga 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4•Elco Ullracon P.T.Southern Pine Jamb 1° 1-3/8" INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS P (sG=o.Ss P•hock 1^ 1-318 114°Elco 410 S.S.CreteFlex P.T.Southam Pine Headl$[Wamb 1• 1-3/6• SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC), SG=0.56 P-nsok 1• 1-318• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. a #12,6166!road screw(GS) P.T.Southam Pine Head/SIIVJamb 9116" 1.3/9• 5 INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. Sc"a.ee P-hook gns 1-3/e• ) concrete P-hook 1" 1.3/6' 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION 114•Elco Ultrzcon Mtn.2.85 ka Mead/SUVJamb 1-3116^ 1-316' SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES Ungroutad CMU, Jamb 1• 1-114• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM Cao P-hook 1^ 1.114" REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; Ungreuted CMU, Jamb 1-3l4° 1.114° CAMBRIDGE 535753-09; 1W El..410 S.S.CreFl (ASTM C•90 P-hock 1-3/4• 1-114"teex Concrete Hoad/SiIVJamb 1-3116° 1.3/4• GENERAL NOTES.............1 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED 70 COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE C min.3.35 ksi P•nook i' EXAMPLE CONFIGS..........2 t-3/q" { HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI . HeadniilWamb I-m 1-319^ INSTALL DETAILS..............3-6 I FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA Min.2.22ks P•hoek 1.1/2• 1-318• DP/ANCHORTABLES........7-8 BUILDING CODE FOR PLASTICS, COMPONENT REQUIREMENTS). 1f4 Elco 1&B S.S. Ungreuted CMU, Jamb 2° 1.1/4 ( ) Aggr Gatar ASTM G90 P-hook 2• 1-1/4° EXAMPLE............................S9 f 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.Soathem PI. Hood/Sill/Jamb 1• 1.318, GLAZING DETAILS............10 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (SG=0.65) P4,00k 1° 1.318• ANCHOR LOCATIONS 11-16 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. Concrete HB2d1SIIVJamh 2.1x2• tare• PANEL TYPES...................17 1/4°Elco Ukreccn min.2.85 ks.) P-hook 2-1f2• 1-3/8• EXTRUSIONS.....................18 ANCHOR NOTES: Ungmuted CMU, Jamb 2-112• I_iW ACCESSORIES..................19 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY D ASTM Cao P-hook 2.112° 1.1/4' APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Concrete Head/SIII(Jamb 2.1/2" 1-3/4" SCREEN DETAILS.............20 III REQUIREMENTS. 114•Elco 410 S.S.CmleFlox min.3.35 ksl) P•heck 2.112° 1-31e• PARTS LIST.......................21 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. uJASTMd-90) Jamb 2.112• t-114 i (ASTM cso P-hook z-t1z• 1.14` PRODUCT REVISED 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 complying with the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112°THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Building Coda 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. ti OA-No. 17-0420.06 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Expiration Date 04/14/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 4 METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED By ) Ml0m!;pWd0 Product Control 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.Fy Min.F. LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 92 ksl 120 ksi SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: 410 Screw 90 ksi 110 ksi SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. [12�017 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggre-Gator® 57 ksl 90 ksl 14 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco UllraConO 155 ksl 177 ksl TM E1300-09 INSTRUCTIONS: SI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 410 SS Elco CreteFlex® 127.4 ksl 169.7 ksl 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FORTHE UMINUM DESIGN MANUAL,ADM-2015 6063T5Aluminurn 16kel 22 lest `� LYSLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE SI 5100-12 A36 Steel 36 ksl 58 ksi `� O .••-•• �i GLASS/REINFORCEMENT. •AISC 36010 Gr.33 Steel Stud 33 ksi 45 ksi 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL Qf PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR r No,58705 HEIGHT. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES Itj J ROSOWSKI ' �� �� SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE ® �0 ., s fLy DISTANCE. COPYRmnraazot7 PGTIN6usTF3�s.INC. z UPDATED TO FBC 2017,VINYL MFG. �a 04/06/17 ',F�+'"4ORIOP.•''G\?.` PRESSURE S MET OR EXCEEDED 4)FROM THE DESIGN PRESSURE TUSE THE ANCHOR QUANT T ES SHOWN(TABLES 1 OR 2),VERIFY THAT HE OPENING'S REQUIRED DESIGN 1070 TECHNOLOGY DR �� ";','0NAL 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 g$ MD-5570.0 A A.LYNN MILLER,P.E. CERT.OF AU T..IR9296 P.E.#68705 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 �� PER TABLES 1&2 Nr-1 PER TABLES 1&2- -K-4--I PER TABLES ]I 3 ' MAX.UNIT MAX.UNIT s 11 MAX.UNIT II MAX.UNIT HEIGHT I^ HEIGHT / / s I^ HEIGHT I HEIGHT I --- - -PER-TABLES1&2 -I PER TABLES I&2 / / I PERTABLESI&2 - I TABLES 1&2 IN IN i �Dc�.IN L_ J N,J 1-PANEL 4 2-PANEL 3-PANEL CONFIGURATIONS 4-PANELCONFIGURATIONS c CONFIGURATIONS CONFIGURATIONS tV MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH _ F PER TABLES 1&2 ° PER TABLES 1&2 PER TABLES 1&2 — MAX.UNIT G D 'f ' to l; HEIGHT NmLZT��M MAX.UNIT I� MAX.UNIT ' / e I� PER / /HEIGHT IHEIGHT. I^PER TABLES 1&2 / / / / TABLES1&2/ I PERTABLES1&2J J5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER.TYP. OUTSIDE CORNERSNONT{INSNE OORNERSU.uUR 'PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as complyln with tho Florida NOM.PANEL WIDTH Building cod9e NOM.PANEL WIDTH DOA-No. 17-0420.06 PER TABLES 1&2 4 PER TABLES UNIT 4 --IEnplration Date 0411412021 By MAX. I Miam� de Product Contra[ MAX.UNIT ' ' I ' ' ' ' ' HEIGHT ' ' I^ HEIGHT � ' I PER TABLES 1&2 / r i PER TABLES 1&2 / I� voc J y 7-PANEL CONFIGURATIONS J 8-PANEL CONFIGURATIONS Nr CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" �\x JAY LY rr 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" QST. 'l ICElVSF POCKET CONFIGURATION CAN BE OXXXP. PANEL HEIGHT=DOOR HEIGHT-2-1/2" _;¢ No.58705 2)90"&.135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS,DOOR N09(LM) 10/05/15 -v EXAMPLE CONFIGURATIONS m' J ROSOWSKI E0 3 POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND o a REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® i�ss'•ZORIDA•,.•' F—DETAIL LETTER CDRrRIGNrozwr aGTINDuBrREs.INc. NO CHANGES THIS SHEET. 04/05/17 �'- ' NG\�� ALL RIGXTS RESERVED //�/VAL 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. ® 1070 TECHNOLOGY DR N.VENICE,FL 34275 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT2 L—SHEET NUMBER (941}480-1800SGD-5570 NTS 2 OF 21 z MD-5570.0 j A A.LYNN MILLER,P.E. CERT.DR AUTH.#2928e y P.EJD 587D5 DETAIL Al DETAIL B1 METALTYP.,SEE ANCHOR THRulxwooD ASTRAGAL DETAIL CI DETAIL DI NOTE 4,SHEET I;MIN.OF3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH 1/4"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, HEIGHT IS OVER 96' 91 21 19 EMBEDMENTAND o sa Maxze o.c. zz on EDGE EDGE DISTANCE PER � � DISTANCE SUBSTRATE,SEE 71 q o TABLE A,SHEET 1& - so DAYLIGHT 10 INTERIOR NOTE 3,BELOW Ire-OPENING��1j z5 — —— d 6 o I WIDTH I Q OOgq I I e_i 6 q p o o P� 31 EMBEDMENT `•: EDGE d b o (4)THRUKEEPER @MAX 98 �� EDGE .t•'• 90 82 3.5'O.C..SEE SHEET 19 DISTANCE DISTANCES- 25 ORO EX1ER OR SEE NOTE 6, / SEENOTE6, 94 26 2s 27O 28 THIS SHEET 1/4"MAX• --tet ' ••- 1X OR 2X WOOD THIS SHEET SEE NOTE 8, 6 / BUCK RIP,SEE 32 THIS SHEET EMBEDMENT ANCHOR \ ! NOTE 3,SHEET 1 SEE NOTE 6,THIS SHEET 29 L——_—— TYP,ANCHOR TYPE, #8 X 3/4"SMS REINFORCEMENT SCREW;7 PLATE AT / 63 PER STILE,LOCATED AT CENTERLINE AND 6"• EMBEDMENT AND EVERY / HORIZONTAL SECTION(XXX SHOWN) 9"&12•FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR `` SUBSTRATE,SEE LOCATION \ DETAIL 02 DETAIL D2 ` DETAIL B2 TABLE A,SHEET 1& DETAIL A2 INTERLOCK INTOMASONRY ASTRAGAL NOTE 3,BELOW INTO 2X WOOD `� FAC WG INT. 2X WOOD BUCKSTRIP OR REQUIRED IF DOOR EMBEDMENT FRAMING,SEE ANCHOR 19 DAYLIGHT 21 91 HEIGHT IS OVER 96° 1/4"MAX. NOTE 3,SHEET 1 e OPENING 22 o I INTERIOR PRODUCT REVISED I-L EDGE as complying with the Florida P 1 illf�l DISTANCE I Building Coda SEE NOTE 6,THIS SHEET 7 NIDA-No. 17-0420.06 TYP.ANCHOR TYPE, i I I ExplratlonDate 04/14/2021 EMBEDMENT AND 26 RO 2e 25 EDGE DISTANCE PER d o e 93 z3 a TYP.ANCHOR TYPE, By 2 SUBSTRATE,SEE s EMBEDMENT AND p q Mlam-D a Product control TABLE A.SHEET 1& 31 �J o o P EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, SEE TABLE A,SHEET �o 1&NOTE 3,BELOW EXTERIOR DISTDANCE �0 98 345'O C.,SEES EETr19 I ►1\lUtlllltli PANEL WIDTH - - —— I►— CONCRETE/CMU PER ASTRAGAL MAY BE 1/4°MAX. ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) PANEL CLIP& INTERIOR OR NCH AEXTERIOR DIRECTION. ���\ ONS NOTES NCHORS,SEE �� ��j. .•••.••.. 2j� '��� 1)DETAILS APPLYTO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHE DETAIL 6,THIS SHEEn DETAIL SHEET 19 ALL PARTS IDENTICAL. `�Pa:• u1cENSF'•.!!� 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKGALS,FILES,XED No-58705 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FlXED � VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/15 �?� _ : •q•" ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND zs 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS ' � INSTALLATION,HORIZONTAL X-SECT.la� J ROSOWSKI p�••, sraiE QFr FRAME ANCHOR LOCATIONS. ® c� 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. coPVRlcHro2o1T Fcr NousTwEs,INO. z' NO CHANGES THIS SHEET S 04/05/17 i�S 'F��RI�P 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKB� O 28 ALL RIGHTS RESERVED ��'�`,s��NAL�N\��\ REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLYI\ 1070 TECHNOLOGY DR THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. (941}480-1600 s SGD-5570 NTS 3 OF 21 j i MD-5570.0 az A A.LYNN MILLER,P.E. CERT.OF AUIH.tl2B296 P.E.#68705 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 IFNro MASONRY AND EDGE DISTANCE PER INrowom INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC 1XBUCKSTRIP 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. 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 EDGE DISTANCE + DISTANCE DISTANCE EMBED- MENT EMBEDMENT EMBEDMENT EMBEDMENT ^n. 114 MAX. 1/4"MAX. 6 1X OR 2X WOOD 1/4"MAX. 3 1/4"MAX. 6 114"MAX. Q BUCKSTRIP,SEE e / 50 e 7TaYP. CHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND ANCHOR NOTE 3,63 7 SHEET1 6 ISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,-SHEET 1&NOTE 3,THIS SHEET 33 NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LOCKSTILES / ASTRAGALS, O D 2)REFER TO ANCHOR NOTES,SHEET 1. 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-2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATIO 1 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 e, SILL RISER EXACT DIMENSIONS, as complying with the Florida THIS SHEET VARIES WITH Building Code REQUIRED NOA-No. 17-0420.06 EXTERIOR POSITIVE Expiration Date 04/14/2021 DESIGN 390—moi t-- By O 62 PRESSURE, Mlam-Da Product Gonlral SEE SHEETS 390 77�--i r+— EXTERIOR 61OR 62 -- 7&8. .390— 1 a 25 OR(B Ll r—.390 I 2.947 LI 2.370 1!4"MAX. 33 az N42 SHOWN 1.7j93 2.887 3.464 4.041 GROUT AS I g #43-45 ALSO APPLY .823 L NEEDED,SEE 1.917 ANSCSOE TOTE 13 p 5o x 12 (� p 2-1�TOTAL 060 060 .060 060 6 U po 114"MAX. O� U 6 Q SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER 0% rirJ d az a3 as a5 �` N..LYNN (2-112"TOTAL (3 1/2"TOTAL (4-1/18"TOTAL (4-516"TOTAL �.`�p SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) 1}CEN8F �! EMBED- ' EMBEDMENT EDGE k; No.58705 '� MENT " "• DISTANCE F VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ "EDGE TYP.'ANCHORTYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. l� J ROSOWSKI F �G DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® ° �O�. STATE OF w EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE COPYRIGHT 02017 PGT INDLLSTRIES,INC. NO CHANGES THIS SHEET. �� 04/05/17 C�` ''•c60RIDP,.•' CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, ALL RIGHTS RESERVED 'y SS .. G;�� PER ANCHOR DETAIL F1 SEE TABLE A. DETAIL F SEE TABLE A, 1070 TECHNOLOGY DR �� ++�i,;�NAI W%" REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MASONRY THIS SHEET INTO WOOD THIS SHEET (941)-480-1600 E SGD-5570 NTS 1 4 OF 21 h MD-5570.0 z g A a LYP.E.a 5e7NN os P E CERT.OF AIfIH.fl2B286 . 2 4 71 �ao��L�o INTERIOR 35 INTERIOR 4 OOR 26 71 19 (4)THRU KEEPER 0 2 69 98 @ MAX 3.6'O.C., OR 28 37 98 MAX 18.5"O.C. INTERIOR 33 SEE SHEET 19 1 38 INTERIOR DETAIL H2 19 90' P 99 (4)THRU KEEPER @ MAX �o EXTERIOR OUTSIDE CORNER 3.5°O.C.,SEE SHEET 19 �J C� �❑ 40 69 33 d � 0 0 L1��. Q a❑ 5 R 26 INTERIOR , MAX 19.6"O.C.94 ❑o OR 26 EXTERIOR EXTERIOR0 v 135` a, O 90° 71 33 39 q c pETAIL G1 DETAIL H1 \~ MAX 19.5°O.C.(94 ❑� ,35• '�R'oq B0• d o� INSIDE CORNER OO PISIDE CORNER 40 EXTOR INTERIOR 41 (4)THRU KEEPER fie EXTERIOR99 @ MAX 3.6°0„ �L 1 i 1 SEESHEET19 v 19 R q PRODUCT REVISED as eom 1yIngg with the Florida Building Codo NOA-No. 17.0420.06 O 135° expiration Date 04/14/2021 Q INTERIOR By Mlaml-D Product Control P� O Zn � 2 NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR OO 26 QUANTITIES,SEE TABLES 1&2. X111 lrrr 3e 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, \\��`� ONY LYNN DEPENDING ON CONFIGURATION. �1��' t ICENSE ��� , 35 MAX 18.6”O.C.96 ' 1 9 s9 VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 N°•58705 (4)THRU KEEPER @ MAX go EXTERbR --0 � 3.5o.c.,sEESHEEr19 DETAIL G2 V ® CORNER ASTRAGAL HORIZ.X-SECT. JROSOWSKI ,7JO � iP,P��,rw��� 135, OUTSIDECORNER coEvxwHr®zo17 EGrINOusTRIEs,INc. NO CHANGES THIS SHEET. 04/05/17 '•c(DROP,.• ALL RIGHTS RESERVED �� I �• �� 1070 TECHNOLOGY DR �S;ONALIE��`� N.VENICE,FL 34275 (941}480-1800 SGD-6570�11 NTS ] 5OF 21 j? MD-5570.0 ;2z A A.LYNN MILLER, IL 05 P.E. CERT.OF AUTH.929796 DETAIL 11 DETAIL 12 OPTIONAL NON- INTO MASONRY INTO MASONRY STRUCTURAL t CONCRETE/CMU ANCHORS FOR �o Qz1 EDGE zz PER ANCHOR INTERIOR POCKET INTERIOR TYP.ANCHOR TYPE,EMBEDMENT DISTANCE. .; JAMB ,• s1 ze z7 AND EDGE DISTANCE PER33 REQUIREMENT SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST THIS SHEET 30 o SHEET 1&NOTE 3,BELOW ,•^ FIGURE 1,INTERLOCKS AT POCKETS: INCLUDE A NON-STRUCTURAL,--_ _ ` FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE I' 10 _ - POSSIBILITY OF WATER OPT. :• ,l� z1 d o _ ANCHOR 91 q INFILTRATION. MBEDMENT I�II 1/4"MAXMAX. ",• Lo 18 17 OPT. •'1-i-t 17 OPT. POCKET BY OTHERS,SEE NOTE 6 BELOW. EIVfBEP= ty EXTERIOR FOR DOOR HEIGHTS OVER 96" MEN f......: OPT. ff11 1/4"MAX. t V 21.9„ +. ANCHOR 1s' s7 MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT' EXTERIOR CONCRETE/CMU SEE FIG 1, n EDGE PER ANCHOR THIS SHEET AND EDGE DISTANCE PER v DISTANCE REQUIREMENT ae 27 SUBSTRATE,SEE TABLE A,SHEET 1 d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 B, 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER SUBSTRATE 4,SHEET 1;ANCHOR LENGTH TO ,SEE TABLE A, BEELO BEA MIN.OF 3 THREADS BEYOND &NOTE 3, EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE — FRAMING,SEE ANCHOR as complying wtth the Florida EDGE DISTANCE NOTE 3,SHEET 1 NOA'No.Cotle 17-0420.06 DIjTANCEj OPT.ANCHOR DETAIL 13 OPT.ANCHOR Expiration Date 04/14/2021 INTO METAL EMBEDMENT I By 17 OPT. -� 17 OPT. Mlofa- o Prodact Control EMBEDMENT d o DETAIL 14 L7r, �q INTOwOOD 1/4"MAX.EXTERIOR SEE FIG 1. SEE FIG THIS SHEET 31 dTHIS SHEE27EXTERIO22 91EXTERIOR POCKET `�� pNY .....LYN4111"- CEN EXTERIOR POCKET A• No.58705 NOTES VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ® P-HOOK EXAMPLES,HORIZ.X-SECT. J ROSOWSKI _fib ., STA 7 2)REFER TO ANCHOR NOTES,SHEET 1. j� 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. wPmlaRr®2017 Pa7w°usTRIEs,INC. rc NO CHANGES THIS SHEET. 04/05/17 '%CCs '•F<ORIOP..• 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. Au R GMSRE3ERVED ris�ONAL Ie, 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 t SGD-5570 NTSIll 6 OF 21 MO-5570.0 $T A A. LYNN PEMILLER. 58705 P.E. CERT.OF AUTH.N2B2aB TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A Bo" 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15116"DLO Height 72-15116"DLO Height 8415116'DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Reinforcemt:nt#27 A B C D A B I C I D ' A 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 q+1 q+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+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 6 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 B 8 8 8 Design Pressure +60/60 psi +so/-60 psf +60/-60 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 251/8' Head/SIII C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS,. 30" DLO Jamb 5 5 5 5 5 5 5 5 6 5 5 5 Width Pamak 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60 psf +60/-60 psf +601 60 psf 31-118" Head/Sill q+1 C3+1 q+1 q+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 a 36" DLO Jamb 5 5 5 5 5 5 5 5 5 6 5 5 Width P-hook 7 1 7 1 7 7 7 7 7 7 8 8 8 6 z Design Pressure +60/-60psf +60/-60 psf +60/-60psf 37-1/8" Head/SIII C3+1 C3+1 C3+1 q+t C3+1 q+1 q+1 C3+1 q+1 C3+1 C3+1 C3+1 TABLE B1: 42° DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Width Water-Limited FIG 1: P hook 7 7 7 7 7 7 7 7 8 8 8 e (+)Design Pre�sira OH LENGTH Design Pressure +60/-60psJ +60/-60 psf +60/-60psf Sill Nom.Sill Max.(+)DP 43-1/8" Head/Sill C3+2 C3+1 I C3+1 I C3+1 C3+2 C3+1 I C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Riser Height Allowed DOOR ASSEMBLIES 48° DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 5 None 1-11116" See Note 2 c0 INSTALLED WHERE THE PRODUCT REVISED Width M OVERHANG OH LENGTH IS as complying with the Florida P-hook 7 7 7 7 7 7 7 7 8 8 8 8 ( ) 42 2-112" +38.7 psf = EQUAL TO OR GREATER THAN DGodo 43 3-112" +610 psf p OA-No THE OVERHANG HEIGHT IS NOA-No. 17-0420.06 USED IN EXAMPLE ON SHEET 9 44 4-1116" +60.0 psf EXEMPTED FROM WATER Expiration Date 04/14/2021 45 45/6" +60.0 psf INFILTRATION RESISTANCE. ey rvuarni-DM Product contrar DLO WIDTH=NOM.PANEL WIDTH-8-9/16" ` NY LYN rir ii DLO HEIGHT=DOOR HEIGHT-11-1/16" �vv rr PANEL HEIGHT=DOOR HEIGHT-2-1/2' ` �`O��ceau N� ; /� TABLE NOTES: No.56705 4, VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE 131 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE m J ROSOWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® �0 ., .ST, RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. COPYRIa RmT017 Pori rousrnEs,INC. NO CHANGES THIS SHEET. a 04/05/17 %F''•,F(ogiD!,•'\�� 3 SEE SILL RISER TYPES ON SHEET 4. AI�RtoHrsResEavEo i tS C9 4)SHEET APPLIES TO 2,3 AND 43RACK CONFIGURATIONS, 1070 TECHNOLOGY DR �� ri'ONAI- 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING ERT.}480-1600 SGD5570 NTS 7 OF 21 i MD-5570.0 i A A.LYNN MILLER658705,P.E. CERT.OF AU7H.AT9290 P.E.B 59705 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 Types 2 or 4 80" 84" 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Relnforcement#29 6&15116"DLO Height 72-15116"DLO Height 84-15/18"DLO Height 96-15116"DLO Height 106-15/16"DLO height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TABLE B2,THIS SHEET. HD Interlock Reinforcement f128 A B C D A B C D A B C D A B C D A B C D -- - - Design Pressure +100/-100 psf +100/-100ps! +100/-100psf +60/-65psf +60/-65psf CLUSTERED ATPANEL MEETING OINTF ANCHORS THROUGH THE HEAD&SAND 1ANCHOR REQUIRED ARS 19-1/8" Head/SIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+4 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24" DLO MIDSPAN OF PANEL). Width Jamb 5 5 5 5 5 5 5 5 6 5 5 5 6 6 6 6 6 6 6 6 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 25118" Head)SIII 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 C3+1 C3+1 C3+1 30" DLO Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 6 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100psf +100/-loops! +100/400ps! +60/-65psf +60/-65psf FIG 1: 31-118" 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 b 6 5 5 5 7 5 6 6 6 6 6 6 6 6 t Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 DOORASSEMBLIES Design Pressure +100/-100 ps! +100/-100 psf +100/-100 psf +60/-65psf +60/-65psf (9 INSTALLED WHERE THE 37-118" 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 C3+1 C5+1 C5+1 C6+1 C3+1 2 OVERHANG(OH)LENGTH IS 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 x Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 0 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER E Design Pressure +100/-100 Ps +100/-100 psf +92/-92 psf• +80/-65psf +60/-65psf INFILTRATION RESISTANCE. 43-1/8" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 05+2 C5+2 C5+2 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 6 5 8 5 5 5 9 5 8 6 7 6 6 6 a 6 Width TABLE B2: PRODUCT REVISED P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 as complying with the Florida Design sure +80/-80 psf +80/-80ps1 +80/-80 psf +60/65ps1 +54.1/58.7 psf Water•Limited Building Code 491/6" Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 (+)Design Pressure OA-No. 17-0420.06 54" DLO lamb 5 5 8 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 SIII Nom.SIII Max.(+)DP Expiration Date 04/1412021 Width P-hook 7 7 7 7 7 7 7 7 8 e 8 8 9 9 9 9 .10 10 10 i0 Riser Height Allowed By DaslgnPrassure +8o/-80ps1 +8o/-80 psf +80/80ps! +59.1/-64 psf +49.6/-53.7 psf None 1-11/16" See Note 2 mle - FroductContro 55'1/8' Head/Sill C5+3103+2 C5+3 C3+2 C5+3103+2 C5+3 C3+2 C5+3 C6+2 C6+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" 01-0 Width5 6 6 5 b 5 7 S 5 5 8 5 6 8 6 6 6 8 8 6 Width 43 3.1/2" +80.0 psf P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 44 4-1118" +80.0 psf •+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-5/8" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" `���O�YLYN/y���.,� PANEL HEIGHT=DOOR HEIGHT-2-1/2" ;�_�,.'t1GENSF'•.�(��i TABLE NOTES: =* No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 2 10/05115 �t;' 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 0'.AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLEb J ROSOWSKI ' 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL copvwsRroson vornmustwEs,uic. rc NO CHANGES THIS SHEET. �8 04/05/17 O��S+ FtOR19P,.'G\� RISER IS NOT REQUIRED,IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. 3)SEE SILL RISER TYPES ON SHEET 4. AURicrnsRESERveo �'ri170NA1- � ��� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR z '1111111101 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 NTS 8 OF 21 MD-5570.0 �# A A.LYNN A.tt 58705 6) CERT.OF AUTFt d2B268 ,u P.E58705 EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL (M INTERIOR POCKETS OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION, INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, 6" CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL 1 OF PANEL 2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+482/-58.6 PSF POCKET BY OTHERS,SEE _ NOTE 6, SHEETS '�2' "+2-ANCHORAGE, 26.3/8'MAX. g• ANCHORAGE, SHEETI2 '+2-ANCHORAGE, MAX. 6° AX SHEETI2 "Cyn I RTER, "CY CLUSTER, SHEETI2 EXTERIOR SHEETI2 SHEETI2 ENDANCHORAGE SEE POCKETJAMB (MIN.I ANCHOR) EXTERIOR SPLICE NOTE: INSTALLATIONON HEAD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL ANCHORS MAY SHEET 6 PXXX(3-TRACK) BE TO AID IN ADDED IN-FIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILLSPLICE INTERIOR CENTERLINE rCENTERLINESEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK ANCHORINFORMATION. 6° CENTERLINE CENTERLINE CENTERLINE MAX. OFPANELi r OFPANEL2 OFPANEL3 POCKETBY 0 6 o EXTERIOR INTERIOR OTHERS;•SEE NOTE 6, 0 0 0 0 0 0 L1 �1 SHEETS •+2" 26-x6°MAX. 6. ANCHORAGE, "+2"ANCHORAGE, "-2"ANCHORAGE, MAX. SHEET II SHEET11 SHEETII "C3°CLUSTER, 'C3'CLUSTER, EXTERIOR 12'MNL SHEET II SHEET II ENIN.1 AN RAGE ID 21.6° FRAME JAMB SEE POCKET JAMB (MIN._1 ANCHOR) MAX. REQUIRED G) INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEET 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) PRODUCT REVISED os complyIng with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF BulldinB Cede +48.21-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-Na. 17-0420.06 DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER ExPlratlon Date 04/14/2021 PRESSURE REQUIREMENTS. - TOBE26-3/8.O.C.ORLESS By FOR WOOD INSTALLATION USING ANY Head/8111 C3+2 Miami-Da roduct Control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: B MAx. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL s°MAX. THE INTERLOCKIASTRAGAL. 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 ALIGNMENT MIDSPAN OF EACH PANEL. To Al.IN 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 �\\1111 I 1 111111j1 ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: ;��� c N pN� .... SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE Pte.,•' F ,C�� DETAILS DETAILS MIDSPAN OF EACH PANEL. VINYL SLIDING GLASS DOOR NOA JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. (LM) 10/05/15 _ No.58705 FOR PRODUCT REFERENCES ALSO SEE_ P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL - _ A)SHEET 2 FORALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE 19,m J ROSOWSKI �' Ck= LOCATIONS OF CROSS-SECTION DRAWINGS. ® �0 .• A� tuw B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYRI°Riarire R°eaeR°UVE EE,INC. a NO CHANGES THIS SHEET. 04/05/17 •,°LOR10P.•'G\?� C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: DR D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY 5 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. N.VENICE,FL 34275 S��NAL JAMB:SHEET 3 (941)-480-1600q A.LYNN MILLER,P.E. F)SHEET 21 FORA BILL OF MATERIALS. P-HOOK:SHEET 6 CERT.OF AUTH.029296 SGD-5570 NTS 9 OF 21 c MD-5570.0 A PEA 68785 1-1/16"NOM. 3116"HS GLASS- 7/16"NOW / 7/ all&'HS GLASS 3116°HS GLASS 3118HS GLASS 3116"ANN GLASS 76 70 .090"PVB--\ .090"PVB .090°SG 7/16°AIR SPACE 77 7e 3/16°ANN GLASS PAINTED/ 3/16°HS GLASS PAINTED/ 3116"HS GLASS 3/16"T GLASS LAMINATED LAMINATED PAINTED/ PAINTED/ 80 PR SURFACE 60 0 81 SURFACE e0 o a1 —— LAMINATED OOR as ///���''LAMINATED \ I— —— 1 SURFACE SURFACE —-- -- - a EXTERIOR--- — _a EXTERIOR a EXTERIOR EXTERIOR PRODUCT IS"EXTERIORI PRODUCT IS"EXTERIOR I 1 PRODUCT IS'EXTERIOR- I I PRODUCT 13'EXTERIOR- I 1 GLAZED'IF#8D-81 13 7/8"NOM. GLAZED°IF#80-81 IS 718°NOM. GLAZED"IF#80-81 IS 7/8"NOM. GLAZED^IF#82-83 13 7/8"NOM. TOWARDS THE EXTERIOI GLASS TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR I GLASS BITE I I BITE I I BITE I I BITE G']INTERIOR a INTERIOR I <D INTERIOR I < INTERIOR PRODUCT IS"INTERIOR- I PRODUCTIS"INTERIOR- I I PRODUCT IS°INTERIOR- 'I I PRODUCT IS"INTERIOR-GLAZED"IF#80-81 IS 79 GLAZEDIF#80-81 IS I 79 GLAZED"IF#80.81 IS I 79 GLAZED"IF#82.83 IS I 79 TOWARDS THE INTERIOTOWARDS THE INTERIOR.I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. 85 85 85 BE SEE NOTE 2, SEE NOTE 2, SEE NOTE 2, SEE NOTE 2, THISSHEET 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 BUM "T'=TEMPERED STRUCTURAL 1-1/16^NOM. 1-1/16°NOM. "PVB"=.090"TROSIFOLO PVB INTERLAYER STRUCTURAL SILICONE 3116°NOM. 3116"HS GLASS 3116"HS GLASS BY KURARAY AMERICA,INC. POLYISOBUTYLENE 114"NOM. FOAM .090"PVB .090"SG "SG"=.090"SENTRYGLASO INTERLAYER WITH 75 76 3116"HS GLASS 75 76 BY KURARAY AMERICA,INC. WITH DESICCANT WITH 3/16°HS GLASS 7/1VAIRSPACE 77 70 7/1VAIRSPACE- 77 78 PRODUCT REVISED EXT.GLASS EXT.GLASS 3116"T GLASS 3116"T GLASS as eomplying with the Florida PAINTED/ PAINTED/ Building Cod. a2 o ea LAMINATED LAMINATED NDA-No. 17.0420.06 (BOR 83 SURFACE O SURFACE / EXTERIOR / Expiration Date 0411412021 INT.GLASS INT.GLASS EXTERIOR .-BY ,. PRODUCT IS'EXTERIOR- I \I PRODUCT IS°EXTERIOR- I \ Miami- ad ro uct Con ro GLAZED"IF#82-83 IS 7/8"NOM, GLAZED"IF#82-831S I 7/8"NOM. 76 KODISPACE 76 SUPER TOWARDS THE EXTERIOR, I GLASS TOWARDS THE EXTERIOR.I GLASS 0 4SG TPS 0 SPACERD NXT'm I O I BITE I I BITE a INTERIOR I a INTERIOR I I ALUMINUM PRODUCT IS'INTERIOR- I ,I PRODUCT IS'1NTERIOR- *ANT EMENT POLYISO- DESICCANT FILL AREA GLAZED' IS I 70 GLAZED"IF#82-8315 I I 79 BUTYLENE TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. SEAL 5116"NOM. I I BUSILICONE SEAL THI NOTE a6 THIS SHEET 88 ROLL-FORMED DESICFAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 EXT.GLASNOTES: EXT.GLASS 1)BACKBEDDING SURFACES SHALL ` LtCENs�'•,((�� NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ r No.50706 ' INT.GLASS 2)PRODUCT MAY BE EITHER 5 GLAZING DETAILS J ROSOWSKI ASS INTERIOR OR EXTERIOR GLAZED, ® 'gyp'• 9Y TE OF tV�: TM PROVIDED THAT THE"HS"SURFACE COPYRIGHT®2D77 PGTINOUSTRE9,INC. NO CHANGES THIS SHEET. �� 04/05/17 DURASEAL XL EDGE : F CORIDP.•'' \_: 77 7e OFA LAMINATED GLAZING UNIT IS ALL RIGHTSRESERVEO �� S'•-.,,,-,,. G�` SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 HN PLO Y DRN. A01600 6 ' PNE'MA'ILLEIREPN.E, (941)-48 ,jjS - y 870, U1H.2 _ _ __ _' I SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK PANEL CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4° 4„ � EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'C3" 2-TRACK CLUSTER'C52-TRACK INTERMEDIATE v 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '.1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL PANEL_ CENTERLINE 4" CENTERLINE 4° CENTERLINE 4" CENTERLINE CENTERLINE 4" EXTERIOR -�+ 3.22° EXTERIOR 3.22° EXTIIERIOR EXTIE�RIOR 3.22" EXTERIOR 3-TRACK CLUSTER'C3' 3-TRACK CLUSTER"CS 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 10, 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK 4 CENTERLINE CENTERLINE CENTERLINE 4„ CENTERLINE 4" CENTERLINE rc 0 EXT OR — 3.22" EXT [OR 3,22 EXT 10 EXZE 17 T�IE-1RyIOR EXT --4 3.22° v 4-TRACK CLUSTER `� 4-TRACK CLUSTER 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE `D 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS '+i'ANCHOR LOCATION '+2'ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONSS,HOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DI TRACK-TO-TRACKIS2.375" DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: 0 REVhoFl Headrsm +1 PRODUCT with torlda 10ILEYNNSN Building Code . .....EJamb 1 5 NOA-No. 17.0420.06 IT'/•�.�C'C�� i FIGURES PERTAIN TO THE FOLLOWING SILL P-hook 7 Q',: :�� CLUSTER ANCHOR LOCATIONS: E><plrafloN Date 04/74/2029 ' NG.58705 VINYL SLIDING GLASS DOOR NOA(LM) 1110/05115 13Y Miami-O o PrOdUCt Contro ANCHOR LOCATIONS A 14 J ROSOWSKI O� s RITE OF ; [tcc: COPYRIOALL R?cHTS R�E9ERVEDRIEs,INC. NO CHANGES THIS SHEET: 04/05/17 S;ONALIE �`�\ Headlsill C3 1 1070 TECHNOLOGY DR rc� Jamb 5 N.VENICE,FL 34275 P-hook 7 (941)-480-1600 SGD-5570� NTS 11 OF 21 pz MD-5570.0 1? A A.LYNNMILLER,RF- CERT.OF A!TH.#2MO P.E.17 68705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"f INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL_ ' INTERLOCK— 4" INTERLOCK- 4" PANEL CENTERLINE 4" PANEL CENTERLINE CENTERLINE CENTERLINE CENTERWNE" 4" EXTERIOR 3.22• EXTERIOR 3.22° EXTERIOR EXTERIOR 3.22° EXTERIOR �.. 2-TRACK CLUSTER°C3'---- V 2-TRACK CLUSTER°CS' 2-TRACK INTERMEDIATE2-TRACK 3. n ANCHOR LOCATIONS ANCHOR LOCATIONS 2-TRACK INTERMEDIATE 2•TRACK INTERMEDIATE "+1'ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS --- ASTRAGALOR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL_ PANEL f 1— . . 4" CENTERLINE? 4" CENTERLINE CENTERLINE 4.75" CENTERLINE CENTERLINE 4" EXTERIORt 71 1 —►+ 3.22" --'-I _Vn �'.-� �Q 3.22" EXTEnRtOft EX EXTERIOR EXTERIOR —►+ 3.22" 3-TRACK CLUSTER`C:r ID 3-TRACK CLUSTER'C6' L/ 3-TRACK INTERMEDIATE NT R DIATE 3-TRACK INTERMEDIATE 'R, 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+2'ANCHOR LOCATIONS \/ '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK— INTERLOCK --�. PANED PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE PANEL 4v CENTERLINE EXTERIOR 3,22^ EXTERIOR EXrEERIOR EXTERIOR EXTERIOR 1 `5 4-TRACK CLUSTER ID 4-TRACK CLUSTER t/ 4-TRACK INTERMEDIATE any 4-TRACK INTERMEDIATE'+2' I�-}y 4-TRACK INTERMEDIATE'+r •C3'ANCHORLOCATIONS '06'ANCHOR LOCATIONS '+1'ANCHOR LOCATION ANCHOR LOCATIONS " ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2,375" 2)TRACK TO-TRACK FOR ALL'HEADS: DISTANCE IS 2.375" 2.375' FOR ALL HEADS: PRODUCT REVISED ���" HeadlSili +1 as camptyto8 with the Florida ,N NY LYN FI 'Aft 5 HOIA-fto.Coao'17-0420.fl6 .�`��OUIGENSLrQf CLUSTER ANCHOR LOCATIONS: P-Hook 7 CT-.' .,fi13 Bxpiratlon Date 04/1412021 �.. No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 all Mia -Da —duct Control - O ANCHOR LOCATIONS B j� J ROSOWSKI S EC, 0 COPYRIGALLRIC TTPOTSRESERVEornlEs,wc. NO CHANGES THIS SHEET. ail 04f05/17 'err S/ VAL NGea ��` Jamb C3 1 1070 TECHNOLOGY DR u rrrr�11110 0" Jamb 5 N.VENICE,FL 34275 P hook 7 1 - (941)-480-1600 _---- _— CERT.OFALITIt.R29M IJISGD•5570 NTS 1411 12 OF 21 MD-5570.0 1 A.LYNN MILLER,P.E A P. ILLER P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWMGJ RANCHCRLOCATIONS: —►� ---2.375- 1 r— 4.75" I~�� 7.125" MAX. .]- 21.6" 21.6" 21.6" HeadlSill C3+1 MAX. MAX. MAX. Jamb 5 O.C. EXTERIOR O.C. EXTERIOR O.C. EXTERIOR P-hook 7 OPT.ANCHOR TO AID IN ALIGNMENT NOTES:1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY 6" 6° 6" BE LOCATED IN ANY ADJACENT TRACK MAX. MAX. MAX (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE I 2-T RACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD NUMBER OF ANCHORS,THE MAJORITY MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS BE TOWARD THE INTERIOR OR EXTERIOR. I • I 12" MAX. JAMB JAMB JAMB I (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 EXTERIOR SILL j� EXTERIOR (� EXTERIOR 6"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.190";� — EVERY 24"@ 1.126"X.190-;—/ TO AID IN 24"@ 1.375"X.600" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24°@ 1.375"X.600" 24"@ 1.376'X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED \�t�111 ill OF ANCHORS REQUIRED IN THE P-HOOK. as =19 ode with the Florida �� Y LY i Building Code �•,�,�ON......NN,1,� %� ; FIGURES PERTAIN TOTHE FOLLOWING POCNE7.N1/9 NOA-No. 17-0420.06 ••'• �tGENSF'•,C( oGK ANCHOR LocAnoxs Expiration Date 04/14/2021 �'• No.58705 r VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By x dllaml-Da Product control �-D11 o ANCHOR LOCATIONS C A' J ROSOWSKI =�0� sr r6F tV` COPYRIGHT 0 2017 POT INDUSTRIES, Headlsm 03+1 INC.ALL RIGHTS PMERVED NO CHANGES THIS SHEET. 04/05/17 ";,,'OVAL 1070 TECHNOLOGY DR P--hook 7 N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 111 13 OF 21'1111 MD-5570.0 � A A.LYNN MILLER,P.E. CERT.OFAUTH.N29296 P.E.Ji 58706 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: RGURESWINPERTA1NSO' ORNO TTHE FOLLOG CER SILL ANCHOR LOCATIONS: "Tin FVIN 90° F471n Min Ar Ar Ar - 4° 4" 4" 6,12' 4 4 4" 4n u HseNSiII 1 3.22" EXTERIOR EXTERIOR Jamb 5 2-TRACK 90'CORNER 2-TRACK 90'CORNER YY P-h00k 7 "C4"ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 2-TRACK 90'CORNER EXTERIOR 2-TRACK90'CORNER EXTERIOR (USE WHERE'Cr IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) "04'ANCHOR LOCATIONS rrLL '08"ANCHOR LOCATIONS �RR (USE WHERE"C3'4 SPECIFIED) v (USE WHERE IS SPECIFIED) V L4' PRODUCT REVISED 4" 4" os camplyIng with the Florida &3.22 Building Code NIDA-No. 17-0420.06 Expiration Data 04/1412021 4" 4' 4„ 4" Er Miam-D a Produc Contro EXTERIOR ERIOR 3.22' 3.22" 3-TRACK 90•CORNER ��""(( 3-TRACK 90'CORNER 3-TRACK 90'CORNER EXTERIOR 3-TRACK SO'CORNER EXTERIOR 'C4"ANCHOR LOCATIONS V 'C6'ANCHOR LOCATIONS "Cr ANCHOR LOCATIONS °CFANCHOR LOCATIONS (USE WHERE'CT ISS SPECIFIED) .(USE WHERE'C6'IS SPECIFIED) (USE WHERE°C3"IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 1 t1 Ft H r'I 1 q" 4., 4„ 4" a• �_10ENSF •A-: No.58705 4" 4" 4" o 0,�'.. ST TE F 4w� . %(mss'•.FC ORIDP,.•' ��`� 4" 3.22"-- s7O••.... N(9�� EXTERIOR EXTERIOR EXTERIOR EXTERIOR rlrilnl/�i I \\\ 4-TRACK90 4-TRACK 90*CORNER 4-TRACK 90•CORNER 4-TRACK 90•CORNER 'C4°ANCHOR'LOCATIONS 'C6"ANCHOR LOCATIONS 'C4•ANCHOR LOCATIONS -CS'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) (USE WHERE'a'IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.EAP 68706 ' FiGup.Es PERTAN DANCH RLOCATIONS:PWN090 CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.HEAVINYL SLIDING GLASS DOOR NOA(LM) 10!05116 90" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS Dm J ROSOWSKI Head/311i C3 1 Z:y- Jam 5 3)TRACK-TO-TRACKCAPrRIGHro4ol7 PGTINDusrR@s,INc. NO CHANGES THIS SHEET. 04/05117. P-hook 7 DISTANCE IS 2.375" W2.375" t2.375- ALLRIGHf3RESERVEO FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N•VENICE,FL 34275 (941)-480-1600 IN SGD-5570 NTS 111 14 OF 21 j£ MD-5570,0 9 A CERT.OF AUTH.tl28298 i ! � | | ! ' | � | i IRE HEAD SPLICE ANCHORS LAYOUT A INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT A INTERLOCK OR ASTRAGAL: F ewxicED 33LLLANCHORRLOCATIONS:FCNG SPLICE SPLIC SPLICE SPLICE LOCATION 4" LOCATION LOCATION LOCATION 4° _ 4" 4"' FHeadlSill C3 1 EXTERIOR 3 22^ EXTERIOR 3.22" EXTERIOR EXTERIOR Jamb 5 ANCHOR SPLICE �I-Iy ANCHOR LOCATIONS _P-hook 7 2-TRACK SPLICE v 2•TRACK SPLICE � •C4•ANCHOR LOCATIONS `� °CB'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS •CB•ANCHOR LOCATIONS (USE WHERE•C3"LS SPECIFIED) (USE WHERE•CS"IS SPECIFIED) (USE WHERE•C3"IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) SPLICE SPLICE SPLICE LOCA�OCE LOCATION 4" LOCATION 4" LOCATION 4" 4.75" cd o ' PRODUCT REVISED as complying with the Florida EXTERIOR 4" EXTERIOR 3.22" EXTERIOR 3-TRACKSPLICE 3'22 EXTERIOR 3-TRACKSPLICE" Building Code �I 3-TRACK SPLICE 3•TRACK SPLICE •C4°ANCHOR LOCATIONS 'CS•ANCHOR LOCATIONS NOA-No. 17-0420.06 v 'G°ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS (USE WHERE'G3'IS SPECIFIED) (USE WHERE"C5'19 SPECIFIED) Expiration Data 04/14/2021 (USE WHERE"C3'13 SPECIFIED) (USE WHERE-CS'IS SPECIFIED) ey Miarni-[)Z Product Control SPLICE 4,75" SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION LOCATION 4" 0 0 0 Me 111111 I II,lI F_)RERIOR IXTERIOR =3.221" EXTERIOR 3.22" EXTERIOR 322" \"' Y LY,4" 4-TRACKSPLICE ` ��•' vry� �J�L, 4TRACKSPLICE 4-TRACK SPLICE 4-TRACK SPLICE �/ 'C4"ANCHOR LOCATIONS 'CB•ANCHOR LOCATIONS C1. 1,10EN,pF'•.,�� 'C4•ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS (USE WHERE•C3'IS SPECIFIED) (USE WHERE"CG IS 9PECIRED) P' •..Cn� (USE WHERE-C3"IS SPECIFIED) (USE WHERE"C5•13 SPECIFIED) NO.58705 8 TE OF NOTES: %,��ss•F�ORIDP„•'G\��� 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER'P.E. FIGURES PERTAIN TO THE FOLLOWING SPLICED P.E.N 58705 HEAD ANCHOR LOCATIONS FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. 3)TRACK-TO-TRACK . A VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 DISTANCE IS 2.375" 2.375" 2.376" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS Fb J ROSOWSKI COPVRIGHTom,T POTwOusTRIEs,INC. ¢ NO CHANGES THIS SHEET. k$ 04/05/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL CHlS RESERVED HeadISHI C3 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR Jamb 5 N.VENICE,FL 34275 P-hook 7 (941)-480-1600 SW-5570j NTS 16 OF 21 MD-5570.0 ! A CERT.OFAUTH.N29298 1111 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRA13AL INTERLOCK INTERLOCK STILE BOX OUT BOX IN RECEIVER RECEIVER TYPES SINGLE SINGLE FIXED ASTRAGAL ASTRAGAL OLITSIDE90' NSIDEIKI. OUTSIDE 135- INSIDE 136- C I= INTERIOROR OUT IN RECEIVER REC51VER EXTERIOR GL,12ED =3Eff'- DOUBLE ==3:0 ==30 u L m LOCKSTILE INTERLOCK I SINGLE LOCKSTILE ASTRAGAL NTERLOCK E F PP K L L TC TA TV 7W i OUT SINGLE SINGLE DOUBLE INTERLOCK B H P A C C SC SA sv sw SD INTERLOCK INTERLOCK uj IN EL FIXED DOUBLE LOCKSTILE STILE n--r= RR R1 S - S FC FD FV FW A INTERLOCK HANDLE ASTRA UJ Lacrsmp CAL LOCKSTILE W, D M u - --110 DOUBLE SINGLE ASTRAGAL T U INTERLOCK INTERLOCK BOX OUT LR DS LL — tficxom (Boxovrj (Box OLM Lu ASTRAGAL —j BOX IN N T U U) - Z.J OuT.9w uj AMPAGIU-1�� CT CS CF E IN.go,R ASTRA43AL R,,Rm;a= A T A S DF OUT.135, PRODUCT REVISED as Yin with the Florida gu=l= —RA.A1*3—_ VT VS RECENTR NOA-No. 17-0420.06 II'L 13V Expiration Date 04114/2021 ASTRAGAL',';0:= WT WS WFI RECIBVFR By. Miami-I!,5100 Product Control LEFT. RIGHT PANEL PANEL STILE STILE PANELTYPE "F"SHOWN. PANEL NOTES: Ly 1)SEE DPIANCHORTABLESI&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. 2)PANELTYPES NOT SHOWNARENOT REQUIRED FOR ANY CONFIGURATIONS ANDARE VINYL SLIDING GLASS DOOR NOA(LM) JAI 10105/15 Z .58705 NOT AVAILABLE� PANEL TYPES 118�j J ROSOWSKI -�u 3)MAXIMUM NOMINAL PANELWIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. STATE 0 COP" ol., NO CHANGES THIS SHEET, 04105/17 4)PANEL TYPEMAYBEEITHEREXTERIOR(STANDARD)OR INTERIORGLAZED,BOTH — 7(), TYPES QUALIFIEDBYTHIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DR NA� N.VENICE,FL 34275 loll (941)-480-1600 CERT.OF AUTH.=298 IIIISGD-156701f.'I NTS 1 68705' 170F21 IVID-5570.0 A'LypN.N,,,M'LLf-:R Pe. 1�--5.875�I 10.635 540 .125 r--.550 x'291 061 762 Imo 0 �1 100 KMESCRIEW 930��-1IO1.681 .082 .301 1.928.100 d Q®��]�® Lal INTERLOCK CAPF A C 7 ®ANCHOR PLATE Q TRACK INSERT 10 5.178 10 2 TRACK HEADMAMB ©4 TRACK SILL COVER(PVC) EXTENDED POCKET 1.000 252 231 060 2.060 � 100____q LI 062 1.613 .080 8.250 "1 D'::� 8.250 ►� ��!!�p 1.A35 +O O.100 O 18 .949��I �T. 3 p o II 1.681 - -•062 � I .060 100 ❑ �� �G J� ��-A 5 BOOTTSUPPOM RAIL 12 OUTER COVER SILL 13 COVER LL GK 17 P-HOOK ADAPTOR 18 P-HOOK O3 3 TRACK HEADMAMB ®3 TRACK SILL 229 .094 125 540 540 291 .061 r' 2.975 2.141�� 10.625 Imo-, 3.000-11 L 50 �� �6�I :500 2'U� 075 1.406 I [-_I•100 O �IIIIIEEC 062 f_II~•062 329 1.813 ��oI ��pII 1.6y81 .100 ❑ aQL�I LnJ�_I. 19 KETENDEPERED D KEEPER BAR GOVERMENT Q REINFORCEMENTREINFORCEMENT @ FIXED PANEL CLIP ®PLATE O5 4 TRACK HEAD/JAMB @2 TRACK SILL -2,511- 1.570 511-1.570 1­ 1.625 1.595 r- 1.695 r- � 309 F 2.696 .080 1 1 3.483 x-.125 2.073 .099 � .070 .075 4.835 4'279 ,100 jL. i 2.833 2.368 300-� 2768 '400 B 2•788 2 025 312 Z•Z10 .090 2'116 ❑ 34 INTERIOR JAMB COVER A L �. �F+2.710 Q 1.875 PRODUCT REVISED .110 Imo- -�x-.182 .120 I." .182 .120 2.291 .100 �o as eomplying with the Florida TOP BOTTOM © TOP,BOTTOM ©REINFORCEMENT, OC EME ®I REIEINFORCEMENT, ©REINFORCEMENT ASTRAGAL ©INTERLOCK ADAPTER EXTENDED POCKET O ADAPTER K PANEL STILE,TOP NOA-ng Code 9 0 31 3©ASTRAGAL ADD-ON AND BOTTOM RAIL Noa-No. 17-0420.06 ®AND STILE AND STILE REINFORCEMENT, REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Data 04/1412021 REINFORCEMENT ey 3.328 I+-3.345 NOTES: Miami-D Product control --3.462 1.472 - 919 1)SEE SHEET4 FOR 126 3,209 060 3.713 090 SILL RISERS. 125 3.345 •060 2.175 .046 1.500 3.2147 II 2)SEE SHEET 20 070 (i__ 229 ]� .065 !x-.919 FOR SCREEN PARTS. .300 1.170 6135`CORNER 38 135'CORNER 135°CORNER 135'CORNER 90°CORNER 90°CORNER 90°CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ©ASTRAGAL CAP, ©ASTRAGAL CAP, ASTRAGAL 40 ASTRAGAL CAP, 41 ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR �`�QN`(LYNA/��` t %GENS -►1.912 812 .210 .252 173 1, VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 _*; NO.58705 065 1.261 .082 1.261 1.281 rl.261 11.261 = *"t-- GGG `EXTRUSIONS m J ROSOWSKI a i �� !- 80 7116" g1 7116" 82 1-1/16"' 83 ®1-3/16" COPYRGif02017 PGTINDUSfRIES,ING a NO CHANGES THIS SHEET. a� 04/05/17 ��'•.,F<ORIOP,. SQUARE BED BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD ALL RIOHTspESERVED 114/9/0N SC7 1070 TECHNOLOGY DRAI %��%`�\ N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS IMI 18 OF 21 Ilk MD-5570.0 z A A LYNN MILLER,RE. CERT.OF AVM.#=06 D P.E.1958705 2)INSTALL CLIP HEADER BLOCK TO HEAD 1)INSTALL INTO FRAME JAMB ATTACHMENT JAMB TO HEAD UT (4)CLIP ANCHOR CLIP INTO 411, SUBSTRATE, TYPE AS USED PANEL 0 USING 4 INSTALL ONE BLOCK AT .4 HEADER ASSEMBLY IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK LLLJJJ TABLE A,S 0- ANCHORS,SEE AT ASTRAGAI INSTALL (3) 0 X 0 TABLE I ONE BLOCK THAT 1.6 SMS SPANS BOTH PANELS. 1 #8 X Sms D &FIXED PANEL CLIP FtXED INSTALL ONE CLIP AT THE HEAD za HI BL L )ANEL. MIDSPAN OF EACH FIXED (2)1/4" ( 2 'LIPX 2-114°SMS PANEL-TO-FRAME JAMB LOCATION. #8 X ill 87 sms BAR COVER X 2"SMS llw� 22 REINF.BAR #8 X 1-1/4"SMS k4 KEEPER 19 (4)THRU KEEPER @ MAX 3.5"O.C.,SEE SHEET 19 JAMB TO KEEPER SILL ASSEMBLY ATTACHMENT LOCKING JAMB PRODUCT REVISED as=mplen with the Florida .x REINFORCEMENT PLATE Building o e ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER 19 NOA-N.. 17-0420.06 @ 34-112"MAX O.C. - OXXX SHOWN Expiration Date 0411412021 (4 Isms /--@INTERLOCK INTERIOR CLIP COVER INTERLOCK NOTES EXTERIOR 24 RINF.PLATE 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS, 2)SEE SHEETS 11 16 FOR ANCHOR LOCATION&SPACING, 1(LY BOTTOM RAIL #10 X 3)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. VIC SUPPORT(" 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. THROUGH(2)#10 X V SMS VINYL SLIDING GLASS DOOR NOA(LM) 10105115 z No.Sss7 )UGH SUPPORT, INTO PANEL PANE ACCESSORIES INSTALLATION 111d J ROSOWSKI A iASSEMBLY 1 0 EOF INTERLOCK SILL RETAINER 1-112 SMS COPYR STRIES,m CORRECTED#95 04/05/17 ALL PANEL CORNERS ResERvED CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY D R A INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 11 (94*480-1600 rf FSGEI-5570 NTS 111 19OF21 Ilk MD-6670,0 1��JA A.LYNN ILL R,P.E. CERT.OF AM.929296 P-G.#58706 n BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: . ❑O `l �../ R 5 0l I 121 133 1203 132 129 0� 108 102 119 103 111 108 110 130 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE -- -- ---EXAMPLE 115 -- 102 32 131 33 111 �1.JZQ CJpO 121 108 l ❑ P O &R& 6 ❑a ❑ 122 111 R(3� R(� 1 OROa oRO 0 115 //115 1 ° v° `� HORIZONTAL SECTION EXAMPLE 100 112 / 120 104 102 HORIZONTAL SECTION 117 1.081 f►— —�1 x-1.081 EXAMPLE 1.202 1.778 1.778 935 .875 .875 1.020 0 --50 4 .050 .045 N � CEN SCEEN 125 FRAMESCREEN 121 S DE1nRAIL, ASTRAGALXO 1.993 1.993 1.874 RAIL LATCH ADAPTER L ►I�—.082 —�I1- —.062 062 PRODUCT REVISED BOX SCREEN BOX SCREEN BOX SCREEN B oom iyo with the Florida Building Code 10o TOP RAIL- 101 BOTTOM RAIL . 102 SIDE RAIL L� �—726 1.436 I+— 17-0420.06 LI I NOA-No. 127 .765� .782 Expiration Date 04/14/2021 ° �—►1+.040 By 113 114 1.020 r— 1.593 1.373 125 120 .062 Miami-Da ro uct Contra 101 f" 1z3 SCREEN VINYL 124 FRAME SILL z OROa OR eO 1872 063 2 R�1 e//ell OASTRAGAL OSCREEN 0 1 .056 1,813 LJ"�J ADAPTER ADD-ON 107 O L 062 I"—.372 De 124 O O S� 703SCREEN 104SCREEN mSOBOX BOX X0SCREEN dad] INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION OTES: �""'(t,1Y LYNN EXAMPLE EXAMPLE )ALL DIMENSIONS IN INCHES. �10EN......... F ��� ro,5,0 306 —y 1;487 055 No.58705 1 487 1.5 1VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ _ �?= — 060 SCREEN DETAILS J ROSOWSKI =� BOX SCREEN BOX SCREEN 105 BOX SCREEN HEAD yff. �'�''' FTA e F 105 ASTRAGAL 107 SILLADD-ON (BAND JAMB ADD-ON COPYf 1GNT672017 POT NOUSTRIEB,ING NO CHANGES THIS SHEET. 04/05/17 I,"F3, ADAPTER 1070 TECHNOLOGY DR �& � ,7oNALE N.VENICE,FL 34275 (941)-480-1600 $SGD-5570 B NTSjj� 20 OF 21 i MD-6570.0 �i OERT.OF AUTH.929298 N K PEA 68705 TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # Part# Description Material 1 19001 2-1bek Head/Jamb Rlgid PVC 42 19085 $ill Rlser-(2-1/2") 6063-75 Alum, 7T001 12266 jBox Screen Top Rail 6063 T5 AT 2 19002 2-Track Sift Rigid PVC 43 19022A SIII Riser-(3-V2") 6063.76 Alum. 101 12257 Box Screen Bottom Rall 6063 T6 Ai 3 19026 3-Truck HeadlJamb Rigid PVC 44 1BD23A Sill Riser-(4.1/16) 6063-T6 Mum. 102 12268 Box Screen Side Rall 6063 TS A7 4 19026 3-Track Sill Rigid PVC 45 19024A SIII Riser-(4518") 6063-TB Alum. 103 64428 Box Screen Interlock 606376 AT 5 19027 4Track HeadrJamb Rigid PVC 60 718609W .187"x.320"Finssol(Stile) 104 17347A Box Screen Snap-on Bug Flap 6063 T6 AI 6 19026 4-Track Sill Rigid PVC 51 71695K 1-112'-x 1"x 314"Fin Seal Dust Plug 106 64345 Box Screen O)D Astragal Adapter 608376 Al 7 19009 Frame Screw Cover Rigid PVC 62 71696 Dust Plug 108 17349 Boz Screen Astragal Adapter 606316 AI 8 19031 Anchor Plata 6063.76 Alum. 60 419041 Interlock Clip Cover PVC 107 19039 Box Screen Frame Sill Add at 6063 T6 AT 9 19007 Track Insert 6063.76 Alum. S1 78163X Tandem Roller Assembly SS 108 19038 Box Screen Head/Jamb Add-on 606376 AT 10 19684 tnterloek Cap-Extended Pocket Rigid PVC 62 78153N Tandem Roller Assembiy Nylon 109 72DXlX #14.20 x 1"MS @ Top Rail SS 11 19036 Bottom Reil Support 606318 Alum. 63 76X76FP7X #8 x 3/4"Ph.FH SMS @ Roller&Reinf, SS 110 720X112X #14.20 x 1.112"MS @ Bottom Pail SS 12 18006A Outer SIII Cover 6063-TS Alum. 64 419042 Frame Header Block Nylon 111 71793G Wstp,.270"x,160'-Fn Seal 13 19011 Sits Track Cowr Rigid PVC 65 48052 Roller Ado.Hole Plug PVC 112 61806K Watp,.187"x.600'@ Bug Flap 17 19032 P-Hook Adapter 6063-T6 Alum. 66 44365 4 Holo Bumper Stop PVC 113 7SRAX Standard Roller Nylon 18 19020 P-Hook 6063.78 Alum. 67 76X114FP1X #6 x 1-114"Ph.FH SMS @Bumper Stop 55 114 7StZWC HD Ro ler SS 19 19047M Extended Keeper 6063-TB A{um. 68 71696G Sill Plug FVC 116 419}53 Screen Locking Hardware Steel 20 19029M Keeper 6063•TSAlum. 69 78185X Gemini Mariisa Lock w/IctlgTrim plate Steel/SS 116 418053 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rigid PVC 70 71432X1FPFX 1032 x 1"Ph.FH MS @ Lock SS 117 7@XiPPA #e x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 600543 Alum. 71 miles- Handle Kit Cast Zinc 118 169213/4 Screen Spline-.150"&.165" Vinyl 23 19037M Fixed Panel Glp 6063-T6 Alum. 72 19054 Interlock Retainer Gip Nylon 119 1816020 IScreen Cloth Fiberglass 24 12035M Reinforcement Plate 6083-78 Alum, 75 Kommading 4SG TPS Spacer System TABLE E:STANDARD SCREEN 26 19017M Top Reil,Bottom Rail and Lockstlle 6005.75 Alum. 78 Quanax Super Spacer nXrwith Hot Melt Butyl See Shael 1pfzr # Part# Description Materia) 26 18045 Reinforcement Composite 77 Ounnex Durasea) Materials 120 12033 Screen Frame Rall 6063 T5 AT 27 19018M, Interlock.300 Reinforcement,Std. 6005.76 Alum. 78 Cardinal XL Edge Spacer 121 12026A Screen Frame-Side Reil(Latch) 6063 T5 AT 28 19013M Interlock.40D Relnforoement,HD SODSTS Alum. 79 Dow Coming 995 or GE-7700 Beckbedding Silicone 122 17363 Screen OXO Astragal Adapter 606316 AT 29 19019M Astragal Reinforcement 600515 Alum. 80 19090 7116°Square Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 Bxtendad Pocket Interlock Adaptor 6083-76 Alum. 81 7116"Beveled Bead Rigid PVC 124 190128 Fraena SRI Screen Add-on 8083 To AT 31 19006 Interlock Adaptor Rigid PVC 82 18044 1.1/16"Beveled Bead Rigid PVC 125 6FP95K Bug Flap,85+!-5 duro. Vinyl 32 1900S Astragal Add-on Rigid PVC 83 19045 1-1116"Ogae Bead Rigid PVC 126 7aX112PSAT5 #8 x 1-112°Ph.PH SMS(Assembly) SS 33 19004 Panel Stile,Top/Bottom Rall Rigid PVC 84 18016 1-3/16"Ogee Bead Rigid PVC 127 712027 Comer Key Wheel Assembly(Stendeld) Nyton 34 19040 interior Jamb Cover 6063-T6 Alum. 85 71726K Setting Block 112"x 4"x 1116",86+/-6 duro, Neoprene 128 712027SS Corner Key Wheel Assembly(HO) SS' 35 19076 135, or Astragal 60S3•T6Alum. 86 7172SK Setting Block 1"x 4"x V16'',85+1-5 duro. Neoprene 129 varies Screen Locking Hardware steel 38 19077 135`Coma,Astragal Passive Mount 608316 Alum. 90 7BiPSTX #8 x 1"Ph,PH SMS @ Frame Assembly SS 130 71OX34PPSDAX #10 x 3/4"Ph.PH SMS @ Screen Ast. SS 37 19(79 136"Caner Astragal Cap-Ext. Rigid PVC 91 78X11dPHP7410X #8 x i-114"Ph.PH SMS @ Relnf.Bar SS 131 78X12PPSMSX #8 x 1/2"Ph.PH SMS @ DoorASt. SS 30 19080 135°Comer Astragal Cep-Int Rigid PVC 92 710XIPHPT18.OX #10 x 1"Ph.PH SMS @ Rall Support SS 132 1692!314 Screen Spline-.145" Vinyl 39 18078 90"Cerner Astragal 6063-TS Alum. 93 710X116PPX #10x 1-1/2"Ph.PH SMS @ Fxd.Pnl.Clip SS 133 1816020 Screen Cloth Fiberglass 40 19D81 &4'Caner Astragal Cap-Ext. Rigid PVC 94 710n6PHPT18.8X #10 x 2.112"Ph.PH SMS @ Reint Piate/Ast. Ss 41 19082 90°Caner Astmgal Cap-Int. Rigid PVC 95 7142OX2.26FPFX #12 x 2.114"PK PH SMS @ Hdr.Block SS 96 87 T70X34PPX #10x314'Ph.PH SMS@EztgPktt. olntt SS �Ss R04�UCwElthineFortda '`tvvrtrrtllrN' complying LYNly •, 98 710)aPPX '#10 x 2'Ph.FH SMS @ Keeper SS NOA-No. 17-0420.06 tip`�� 410EN5� Q�rr` Fxprratlon Oat 411412025 VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 By f `*: Na•58705 _= _ Miami-O"e Product Control PARTS LIST _'--�m` J ROSOWSKt ?�sv .'�1 RY. '- E P caPYeiGHrosarT PGTinmesTwa$,r x NO CHANGES THIS SHEET. $d 04/05/17 %�s .P40 RID ALL BIGHTS r+ESERYEo �i'i"O NOTES: 1O7OTECHNOLOGY DR /jr NAi�yvv'v 1)ITEMS#14-16,46-49,53-59,73,74&87-89&99 ARE NOT USED AND ARE N.VENICE,FL 34275 NOT PART OF THIS APPROVAL. (941)-480-1600 �SGD-5570 NTS 21 OF 21 $ MD-5570.0 A A k LYNN MILLM P.E. CERT GF RUTH.a2B2ae P.E,#56755