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HomeMy WebLinkAboutProduct Approval P15CEIVED SEr 20 2019 MIAMI.IJADE ST. Lucie County, Permitting MI-DADS COUNTY ® 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 OA wtivw.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, LE. 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 deterinined 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. D.ESCRIPTION:_Series"55.7.0/2.7.70"Vi;nyLSlidin_g Glas__ s Door(Reinforced`— )_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 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 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.Plasencia,P.E. 6 __.. W f NOA No.17-0420.06 MIAMbDADE COUNTY .a r l e ` ¢ 1/ ] Expiration Date: April 14,2021 L f Approval Date: September 28,2017 Page 1 PGT IndustHes,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. XX-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,Inc., Test R6port No.-FTL 8547,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4.. Test,report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 01/04/16 and 02/11/16)) orge M.Plasencia,P.E. Product 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) 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 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. (Submitted underNOA 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 12/09/1 Sand last revised on 02/15/16,signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No. 15-1210.01) 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-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). 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,ASTMD 1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NDA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kura-ray 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 F13C-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 04/14/21. i Jorge M.Plasencia,P.E. 1' duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING Group Anchor substrate Fmma Member Min.Edge Min. RATED FOR LARGE&SMALL INCLUDING POCKETS & 90°/135° CORNERS DlsFance Embedment MISSILE IMPACT RESISTANCE P.T.Southam Pine Head/SIIVJamb 9/16• I-us, GENERAL NOTES: (SG-0.55) -P4mok 9/16" late• DESIGN PRESSURE RATING 1 GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 012,steel SMS(G5)or Aluminum,6063.75' PAad/SIIYJamb 3/6" 110' SEE TABLES 1,2&B1,B2 410 S.S,SMS 0.126'min.thickness) P-haok 316• 116" 2)DESIGN PRESSURES: Steel,A36' Haed/SIIUJsmb 316• 0.0eo ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PERASTM E1300. (nn f1 threaasnn) A (0.080'min.INckness)RH1eadlSlIl1.bmb,. k 318' 0.060• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PERASTM E1300. Steel Stud.A653 Or.33Jamb 316' 0.071.14 Ge.C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 0P.T. min.ernPineb 0.071 (1a oa.3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 114Elco Ulhecon P•T•SG=0.6 Plneb T 1.310•(SG=O. k 1" 1x10'INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS p.T.Southam Pine Jamb 1• 1a s1/4'Elco 410 S.S.CretsFW SG=0.65 ok 1' tale'SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING,CODE(FBC).4 SHUTTERS ARE NOT REQUIRED PER FOC REQUIREMENTS,AS APPLICABLE, s 912,steel vood screw(G5) P.T.Soulhem Pine _nI, silo• 1.318• 5)INSTALLATION SCREWS,&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT, k 911. 1.318' ) k 1•' 1.318' 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION 1/4'Elco Ultracon rnln.2.85ka eJamb 1.9116" 1.318' SOLUTIONS USA,INC.OK VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES Ungreuled CMU, Jamb 1• 1-1w (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM C-90 P-hook 1. 1.114• REFERENCES(TEST REPORTS):FTL-6337,6338,8646.8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; Ungmulad CMU, J mb 1-3r4• 1-114• 114'Eleo 410 S.S.CmteFlex (ASTM 0-90 P•hook 1.3/4• 1.114• GENERAL NOTES.............I CAMBRIDGE 535753-09; Concrete Head/SiluJamb 1.3116• 1-314' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE I In.3.35 ksl) P-hook 1' 1.314' EXAMPLE CONFIGS..........2 1 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Conorete Wed/Sill/Jemb 14/2• 1-318• INSTALL DETAILS..............3-6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA rNn.2.22ks P•hock 1-112• 1-3/8• DP/ANCHOR TABLES........7-8 BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). tib'gg 18-6 S.S. U(ASTMd CMU, - Jamb 2• 1.1/4' EXAMPLE..................S ......... } Ag9m•caler ASTM G90 P-hock z• 1-114• GLAZING DETAILS............10 If 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.Southem Pine RHoadIS1111.1amb VJamb 1' 1.3/e ANCHOR LOCATIONS 11-16 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (SG=0.55) P.M. 1' 1.318 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. Concrete 1lJamb 2.112• 1.318• PANEL TYPES...................17 1/4'Elco Ukracon Mn.265 ks ok 2-112' 1.316' EXTRUSIONS.....................18 ANCHOR NOTES: Ungmutod Civil.), b 2-lir 1-1/4 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ASTM Geo) ok 2-112' 1-1/4 ACCESSORIES..................19 D Cencrele 2-112• 1-314• SCREEN DETAILS.............20 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE min.3.35 ksi ok 2.112 tale PARTS LIST........REQUIREMENTS. 114'Eko 410 S.S,CroteFlex UngmuladCMU, b 2.112' 1-1/4• 21 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. (ASTM G90 ok 2.112• 1-1/4' 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 Florlda 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 code GREATER.IX 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 ExpImUon Data 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 Miami- e Product Centro 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.Fu LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 92 ksi 120 ksl SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: 41D Screw 90 ksl 110 ksi SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggre-0alcrS 57 ksl 90 ksl •2014 FLORIDA BUILDING CODE(FBC),STH EDITION ASTM E130D-09 Elec UltnsCon® 155 ksl 177 ksl • INSTRUCTIONS: ASTM NDS-2015 FOR WOOD CONSTRUCTION 410 3S Elco CreteFlex® 127.4 ksl 189.7 Its[ 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE .ALUMINUM DESIGN MANUAL,AOM-2016 606.345 Aluminum 16 ksl 22 ksi `\�1��NY LyNN�/,���' SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI5100-12 A36 Steel 36 ksl 56 ksi GLASS/REINFORCEMENT. •RISC 360.10 Gr.33 Steel Stud 33 ksi 45 ksi �\� �10ENSF'•,l�F 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL Q' PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR _*: No.5870.5 HEIGHT. VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 _ 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A.THIS GENERAL NOTES @m J ROSOWSKI73. �� SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE d o o'... S7ATL DISTANCE. COPYRIGHT®2017 PGT IN°U3TRIa3,INC. C UPDATED TO FBC 2017,VINYL MFG. 4' 04/05117 '���+�••FZORIDA,.•'G PRESSURE S MET OR4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT EXCEEDED..USE THE ANCHOR QUANTITIES SHOWN.HE OPENING'S REQUIRED DESIGN 1070 TECHNOLOGY DR a �q �' 70NAI1 10,``` 5)INSTALLAS PERTHE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 _ 941-480-1600 A.LYNN MILLER,P.E. 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. CI OFAUTH.em296 SGD-5570 NTS 1 OF 21 0$ MD-5570.0 A p,E•p 68705 MAX.UNIT WIDTH MAX.UNIT WID H- MAX.UNIT WIDTH / I MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PA LE WIDTH a NOM.,PANEL WIDTH _ NOM-PANEL WIDTH PER TABLES 1&2 + PERT BLES 1&2 PER TABLES 1&2 PER TABLES 1&2 {- �- �3 ' - 3 MAX.UNIT ' / I� AX.UNIT ' / ' / ' I� MAX.UNIT a r I� MAX.UNIT , �9 HEIGHT EIGHT / / c I" HEIGHT s I HEIGHT / / PER TABLES 1&2 I° PER BLES 1&2 / / I ER TABLES 1&2 I TABLES 1&2 1 rocHer I FOckET J� — J J �r J J 1-PANEL + 2-PANEL F 3-PANELCONFIGUU IONS 4-PANELCONFIGURATIONS F CONFIGURATIONS CO TIONS + MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 MAX.UNIT c 6 see 65'.8NOTE MAX..UNIT T ' ' / e I� MAX.UNIT ' / e I� HPERT % SHEET. HEIGHT 3 ���777 / I HEIGHT ' 3 ' TABLES 1&2 PER TABLES 1&2 I� PER TABLES I&2 i 1_ b J —� CORNER, 5-PANEL CONFIGURATIONS + 6-PANEL CONFIGURATIONS + WIDECO OUTSIDE CORNER SHOWIL INSIDE WRNFRSIMLLAR PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as Building Coda With the Florida NOM.PANEL WIDTH NOM.PANEL WIDTH + NOA-No. 17-0420.06 PER TABLES 1&2 —1 PER TABLES 1&2 Expiration Date 04/1412021 T{ � 1 I ° I By 3 4 Miami- da Product Control — MAX.UNIT c Irj MAX.UNIT ' s s s a a HEIGHT a a a �w HEIGHT PER TABLES 1&2 / 12 PER TABIjLES1&2 POCxEr Nr—J J-- J •7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 'X'=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" Y LY � "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3/16" �� NON,,,•„NNdy//,1)ALL LOCATIONS.IEXAMPLEN4 PANELNXXXXAN POCKET LA)CONFIGURATION CAN BE AREpLSO AVAIBLE AS POCKET TXXXXpIONS,pTXXXX OR EITHER OXXXXpTOJXXX N AMB p"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" Q$��•' 'UCENSF �(�� POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" yr No.SB705 2)90"&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS,DOOR N09(LM) 10!05/15 _ D xF *_ 3 POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND g EXAMPLE CONFIGURATIONS ow J ROSOWSKI ��0� I :t,�6- REVIEWED BY THE AUTHORITY HAVING JURISDICTION. copvRl�HT®z°»FOTIHOu TRIEs.INc. z NO CHANGES THIS SHEET, 04/05/17Sz ��RIDP DETAIL LETTER ,..•G \� 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DR z � ''�'O�AL IEN``�� N.VENICE,FL 34275 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT I—SHEET NUMBER (941}480-1600 SGD-5570 NTS 2 OF 21 � MD-5570.0 iI A AL NN MILLL7ER,PE. CERT.OF AUTH.92929R `N DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRU IX WOOD ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEEP I;MIN.OF3 INTO MASONRY FACING EJCT. INTERLOCK INTOMETAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH 1/4"MAX. REQUIRED IF DOOR 19 TYP.ANCHOR TYPE, •: .•� L sa MAX ze^D.C. HEIGHT IS OVER 96' 9121 EMBEDMENTAND 0 22RR EDGE EDGE DISTANCE PER _ DISTANCE SUBSTRATE,SEE 71 q /S2 TABLE TABLE A,SHEET 1& - So DAYLIGHT ip INTERIOR NOTE 3,BELOW -OPENING 25 d 6 WIDTH — —— -� 33 q 0 6 q o� � o pa o c p0 31 EMBEDMEINT .. EDGE - d e d (a)THRu KEEPER @Max 96 �� EDGE DISTANCE.'?°; 0 25 O 26 60 82 EXTERIOR 3.5'O.C.,SEE SHEETI9 DISTANCE SEE NOTE 6, 25 266. fl_ 27 O 26 1/4"MAX. --'I /;• SEE NOTE 6, 94 I 15 THIS SHEET ` iX OR 2X WOOD THIS SHEET I I THISSEESHE T e BUCKSTRIP,SEE � 32 THIS SHEET EMBEDMENT \ SEE NOTE 6,THIS SHEET 29 48 X 3/4"SMS REINFORCEMENT SCREW;7 ANCHOR NOTE 3,SHEET 1 L ——————� 63 PER STILE,LOCATED AT CENTERLINE AND 6 TYP.ANCHOR TYPE, PLATE A7 I HORIZONTAL SECTION(XXX SHOWN) 9^&12"FROM ENDS(FACTORY INSTALLED). EMBEDMENT AND EVERY � �_� EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION DETAIL C2 DETAIL D2 ,, DETAIL B2 TABLE A,SHEET I& DETAIL A2 INTERLOCK INTO MASONRY `_ ASTRAGAL NOTE 3,BELOW FD —A WOOD FACWG INT. 2X WOOD BUCKSTRIP OR REQUIRED IF DOOR EMBEDMENT �� FRAMING,SEE ANCHOR 19 DAYLIGHT 21 HEIGHT IS OVER 96' F NOTE 3,SHEET 1 OPENING 91 114"MAX. -►1 INTEaIpR I PRODUCT REVISED r z2 EDGE as complying with the Florida WIDTH , 1 DISTANCE ng code � NOA-NOA-No. 17.0420.06 TYP.ANCHOR TYPE, �o SEE NOTE 6THIS SHEET _� I EllI Expiration Dote 04/14/2021 EMBEDMENT AND yp� ze 2T 26 R 25 EDGE DISTANCE PER d - e u s3 z3 a TYP.ANCHOR TYPE, I I By ^� SUBSTRATE,SEE 6 Mwpp EMBEDMENT AND P q Mlam-D a Froduct control TABLE A.SHEET 1& 1 31 q o o Ca EDGE DISTANCE NOTE 3,BELOW T PER SUBSTRATE, SEE TABLE A,SHEET I �e [� EDGE a)THRU KEEPER Q MAX "d o 1&NOTE 3,BELOW I EXTERIOR I DISTANCE �0 99 3.5'O.C.,SEE SHEET 19 PANEL WIDTHL ----J .— CONCRETE/CMU PER ASTRAGAL MAY BE 1/4°MAX ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR `+++' ", NOTES ANCHORS,SEE EXTERIOR DIRECTION. �OtN'?LYNN�� 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. Pa�.•'' 1.1GENSF•.,(�� 2)REFERTO ANCHOR NOTES,SHEET 1. FORALLLOCKSTILES,I ,� No.58705 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED) 23 O VINYL SLIDING GLASS DOOR NOA(LM) 6 10/05/15 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND j1 0 1 4)CONTINUOUS ANCHOR PLATE,ITEM N8,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-SECT.o 1 J ROSOWSKI AO STATE OFr FRAME ANCHOR LOCATIONS. ' (+ 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. r coprRlCHro261T per!Nous alEs,INc, rc NO CHANGES THIS SHEET. 0 04!05/17 'i�S ''Ft ORIOP 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS] 2� 28 ALL RIGHTS RESERVED �� SjpNAL'ENG��� REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLYI 1070 TECHNOLOGY DR a's ��+ ��T I I I I 11111+ THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 STANDARD HO (941}480-1600 s A.LYNN MILLER,RE 7)SEE SHEET 20 FOR SCREEN DETAILS. CERT.aF aurH.429296 SGD-5570 NTS 3 OF 21 MD-5570.0 A p,E.tl 68705 INETMAIONRY1 AND EDGE DISTANCE PER EMBEDMENT DETINTAI OD2 DETAIL INTO MASONR 3 DETAILAE4 DADE APPROVED MULLION,FBC 1%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 DISTANCE ;. DISTANCE �. EDGE DISTANCE EMBED- MENT EMBEDMENT EMBEDMENT - � T EMBEDMENT14-MA :�...,•` . ' .."•.� �-•�L 1/4"MAX. e 1X OR 2X WOOD 1/4"MAX. II a 1/4"MAX. a 1/4"MAX. BUCKSTRIP,SEE u u e TYP.ANCHOR TYPE,EMBEDMENT AND jaTYP.ANCHOR TYPE,EMBEDMENTAND ANCHOR NOTE 3, e EDGE DISTANCE PER SUBSTRATE,SEE GE DISTANCE PER SUBSTRATE,SEE ea 7 SHEET 1 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,'SHEET 1&NOTE 3,THIS SHEET eo NOTES S FOR 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. LOCKSTILES, 0,\\ 2)REFER TO ANCHOR NOTES,SHEET 1. ASTRAGALS. FIXED STILES3)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. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT O PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHTLENGTH OF THE EXTRUSION.REFER TO-TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTE 8, SILL RISER EXACT DIMENSIONS, as complying with tho Florida THIS SHEET VARIES WITH Building Codo REQUIRED NOA-No. 17-0420.06 DaEPJCR POSITIVE Expiration Date 04/14/2021 I ^ I DESIGN 390---1 F� g 2e 82 PRESSURE, y SEE SHEETS .39D-7i.i Imo- mlaml-oa Produet Control 81 OR 82 .390---1 1-- } EXTERIOR � � 7&6• . a 25 OR 28 390 2.'.370 2.947 1/4"MAX. j 33 1 92 #42SHOWN LI I 1.793 3.484 4.041 943-45 ALSO APPLY .823 2.887 L L GROUT AS � I e I •i 1.917 NEEDED,SEE 3 50 —� .060 .060— � .060 ANCHOR NOTE 12 Q q 2-1/2"=TOTAL 5,SHEET 1 8 P 2 114"MAX. e Q SILL HEIGHT OSILL RISER SILL RISER SILL RISER SILL RISER o a2(2 1 43(3-112"TOTAL a4(4-1116"TOTAL a5 (4-5/8"TOTAL �� ONY LYNN -l2 SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EMBED- ' z' EMBEDMENT EDGE No.58705 MENT r•' DISTANCE 4 VINYL SLIDING GLASS DOOR NOA(LM) c 10/05/15 EDGE �TYP.'ANCHORTYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICALX-SECT. �m JROSOWSKI DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND R ® ° ,OR,•.. STATE of tvy� EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE coPYRloHro2on RcriRnusrRlEs,INC. NO CHANGES THIS SHEET. 04/05/17 �' SS�ONAL EAG`?` CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, ALL RIGHTS RESERVED PERANCHOR DETAIL F1 SEETABLEA, DETAIL F SEE TABLE A, 1070 TECHNOLOGY DR �§ o �iiillllllti� REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 IMO MASONRY INTO WOOD (941)-480-1600 `g A.LYNN MILLER,P.E. THIS SHEET THIS SHEET CERT,) ALI H 29T96 SGD-5570 NTS 7 4 OF 21 c, MD-5570.0 # A P.E.#58705 0—\ 4 �vff �C_�L INTERIOR 71 35 71 19 (4)THRU KEEPER 2 INTERIOR 4 @OR 26 69 98 @ MAX 25 OR 26 37 86 MAX 18.5'O.C. INTERIOR O.C., 1 33 SEE SHEET 19 38 o INTERIOR DET 19 AIL H2 P EXTERIOR BO' 96 (4)THRU KEEPER @ MAX ('I OUTSIDE CORNER �oa 3.5°O.C.,SEE SHEET 19 �❑ ttta 40 O 33 90° Q 68 26JIM INTERIOR oa OO 25 R t 94 MAX 18.6.0.0. er, �� 25 OR 26 ❑o EXTERIOR 9 EXTERIOR D 135° Vn a1 O90° 33 39I=zio DETAIL G1 \ 'DETAIL H1 MAX18.5"0.C.94 1 ❑� 60" d (� INSIDE CORNER OOI INSIDE CORNER 49 IILIIJS EXTERIOR INTERIOR 41 (4)THRU KEEPER 69 EXTERIOR 96 @ MAX 3.6"O.C., 1 SEE SHEET I9 19 O•P 9 OO z O O O o Q PRODUCT REVISED as eomplylong with the Floridn Building CC dd NOA-No. 17-0420.06 O 135° expiration Date 04/14/2021 4 INTERIOR By � Mlaml-D a Product Control 2 NOTES q _ 0v 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. , 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR &OR 26 QUANTITIES,SEE TABLES 1&2. tt I iri 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, 33 3B o a . ��........N�, •, 3s DEPENDING ON CONFIGURATION. �`�•�,.� �,1cENSF••,�� MAX 18.5"O.C.960.69 ati"VINYL SLIDING GLASS DOOR NOA(LM) a 10/05/15No.68705 *_ (4)THRU KEEPER@MAX 98 EXTERIOR 3.s O.C.,sEE SHEEr 19 CORNER ASTRAGAL HORIZ.X-SECT. 1� JROSOWSKI DETAIL G2 v o 135' OUTSIDE CORNER COPYRI R?GMTS RESERVED Es,INC. a NO CHANGES THIS SHEET. 04/05/17 %,C�ss•:c<ORIDP,.•'G�C;� 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941}400-1800 �SGO-5570 NPE.#5 TS $ 5 OF 21 z" MD-5570.0 ��° A A.LYNN ER,PE CERT.OF AUTH.929296 i5 E.#58705 DETAIL 11 DETAIL 12 OPTIONAL NON- INTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR­ �� Q EDGE CONCRETE(CMU z1 zz PER ANCHOR INTERIOR POCKET NTERIOR TYP.ANCHOR TYPE,EMBEDMENT DISTANCE• JAMB 91 ze z7 AND EDGE DISTANCE PER REQUIREMENT Y 33 INTERIOR POCKETS MUST SEE FIG 1, c SUBSTRATE,SEE TABLE A, ;c�. THIS SHEET 80 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 t' 10 r ` POSSIBILITY OF WATER OPT. ` O _:, zt d o _ ANCHOR INFILTRATION. 1/4"MAX. EMBEDMENT r 77 OPT. 17 OPT. POCKET BY OTHERS,SEE _ t d NOTE 6 BELOW. r d EIViBEP J e MEN T EXTERIOR �q o FOR DOOR HEIGHTS OVER 96" OPT. 114"MAX. •r'„ ,:. _ •,. .+ ,.':` .' 10 97 ANCHOR MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT' THIS HEET EXTERIOR CONCRETE/CMU SEEFEE-r a 30 q n EDGE PER ANCHOR S AND EDGE DISTANCE PERL za R z7 C/ DISTANCE REQUIREMENT SUBSTRATE,SEE TABLE A,SHEET 1 d 0 &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET zz 81 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET.1 BEA MIN.OF 3 THREADS BEYOND &NOTE 3,BELO EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE FRAMING,SEE ANCHORT 1 as NOA-No.compiyln with tho Florida EDGE DISTANCE NOTE 3,SHEET Building cordo 17-0420.06 ' DISTANCE OPT.ANCHOR OPT.ANCHOR Expiration Date 04111412021 DETAIL 13 , INTO METAL EMBEDMENT I By r 17 OPT. �� 17 OPT. Miam- .Product Contro EMBEDMENT —FJ �y o DETAIL 14 q INTO WOOD 114"MAX. q o L7r EXTERIOR ip SEE FIG 1 , ,� THIS SHEET 31 �d SEE FIG 1,30 THIS SHEET 28 27 EXTERIOR . 22 21 91 ��` p1Y LYN/V,��'�.. EXTERIOR POCKET t�•'`10ENSF /C( EXTERIOR POCKET A No.58705 Iz VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 7t NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 8 P-HOOK EXAMPLES,HORIZ.X SECT. b J ROSOWSKI b �= 2)REFER TO ANCHOR NOTES,SHEET 1. j�T. �O�.• srA 0 1 �� 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. COPYRIOHr®2617 PGrlRousTRlEs,INC. NO CHANGES THIS SHEET. d 04/05/17 %�`S1 '•"40RIDP,. 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. AURIGITrsaesERveo 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR a'n oro Sj��NAL 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 SGD-5570 NTS 6 OF 21 12091MD-5570.0 j A A.LYNN MILLER,P.E. CERT.OF AUTII.029296 P.EJ!59705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approwd configurations on Sheet 2) Use this table for Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Glass Types 1,1A,3 or 3A 801, 84' 96" PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 60-ISI16*DLO Height 72-15116-DLO Height 84-15116*DLO Height IZ SHEETI FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE MAXIMUM POSITIVE DIP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Reinforcement N27 A I B I C I D A 1 13 1 C D ' A B I C D CONSIDERED,SEE TABLE B1,THIS SHEET. 19-118"1 Des gn Pro U' +601-60 psf +60/-60 psf +601-60A r OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 24" DLO H;.—,VSS!i 1!1s' C3+1 C3+1 C3+1 C$+1 C3+1 I C3+1 C3+1103+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Width Jamb 5 5 5 5 5 5 5 1 .5 5 5 5 5 MIDSPAN OF PANEL). 7 7 7 7 7 8 8 8 7 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pmssure +601.60psf +601-60psTfTHE 4 OF ANCHORS REQUIRED THROUGH THE P-HOOK, 30,, Head/8111 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 +1 C3+1 I C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. DLO Width Jamb 6 5 6 5 5 5 5 5 5 5 1 5-F-s P-hook 7 7 7 7 7 7 T 7 8_1 8 1 a 1 8 31-118* Design Pressure +601-60pst +601-60 psf +601-60psf HeaWSIII C3+1 C3+1 G3+1 C3+1 33;71 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Sul DLO Jamb 5 5 Width 5 E 8 7 7 7 7 8 8 8 8 z Design Pressure +601.60 psf +601-60psf +601.60 psf 37-1/8' Head/Sill C3+1 C3+11 C3+1 C3+1 C3+1 C3+11 G3+1 C3+1 C3+1 G3+1 C3+1 C3+1 42' OLD TABLE BI: Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Water-Limited P-hook 7 7= 7 7 7 8 1 8 8 Design Pressure FIG 11: OH LENGTH Design Pressure +601.60 psf +601-60psf +601-60psf Sill Nom.Bill (+)DID 48" ��O HeadlSill +1 C3+1 CC3+1 C C3+1 C3+1 C3+1 CS+2lG3+JIC3+IIC3+1 Riser Height Allowed DOOR ASSEMBLIES Width —Jamb 5 5 5 s L] ::!:� 5 5 1 P-hook 7 7 7 7 1 7 7 7 8 8 None 1-11/16" See Note 2 INSTALLED WHERE THE PRODUCT REVISED 7 42 2-112" ru OVERHANG(OH)LENGTH IS Ing with tho Fl.rlda S EQUAL TO OR GREATER THAN a9.1C1d'1'."1P'Cyada 43 3-11 +615.0 psf x HOA-No. 17-0420.06 USED IN EXAMPLE ON SHEET 9 01 THE OVERHANG HEIGHT IS 44 4-1/16" +60.0 psf EXEMPTED FROM WATER Explraftn Date 04114/2021 45 4-&0' +60.0—f INFILTRATION RESISTANCE. Ey DLO WIDTH NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" PANELS =DOOR HEIGHT-2-112" . .....LY.. TABLE NOTES: -7—�2H LENGTH Design P'ea' Max.M A S_ +3 3.11T +6 *43 111 4, m- 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE I - VINYL SLIDING GLASS DOOR NOA(LM) 10105!15 No.Sa AND TABLE BI DETERMINES THE WATER LIMITED(+)DR DP ANCHOR QUANTITY TABLE 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED,OR OVERHANG IS PER FIG i,.A SILL DP ANCHOR QUANTITY TABLE d ROSOWSKI RISER IS NOT REQUIRED.IF SO,+DPS SHOWN IN TABLE I MAY BE USED. �0 719 '40RIVIII 3)SEE SILL RISER TYPES ON SHEET 4. a.opyp NO CHANGES THIS SHEET. 0. /05/17 ......... 4)SHEET APPLIES TO 2,3 ARACK CONFIGURATIONS. 1070 TECHNOLOGY DR is'e 5)REFER TO ANCHOR NOTES S,SHER ET 1. N.VEN ICE,FL 34275 6)SEE SHEETS 11.16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 A.LYNN IMLLER,PX- CSRT.OF ALM.M29M SGD-5570 NTS 7 OF 21 ah MD-5570.0 k1 A REAP 56705 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 Reinforcement#29 68-15116"DLO Height 72-15116"DLO Height 84-15/16"DLO Height 96-15116'DLO Height 108-1511 0"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 82,THIS SHEET. HD Interlock Reinforcement#28 A 8 C D A B C D A B C D A B C D A B C D Design Pressure +100/-i00ps( +100/-100psf +100/400ps1 +60/-65psf +60/-65ps/ CLUSTERED ATPAF ANCHORS NEL MEETING POINT UGH THE HEAD&SAND IANCHOR REQUREDARS 19.118" Head/Sill 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+1 C3+1 C3+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 6 6 Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 B 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100psf +100/-100 psf +100/-100psf' +60/-65ps( +60/-65psf 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 C5+1 C3+1 C3+1 C3+1 C3+1-C3+1 C5+1 C3+1 C3+1 03+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 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100psf +100/-100psf +100/-100ps/ +60/-65psf +60/-65ps/ FIG 1: 31-1!8" Head/SIII C5+2 C3+1 CS+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 6 6 6 6 6 6 t Width v P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 + DOOR ASSEMBLIES Design Pressure +i00/-100 psf +100/-100 psi +100/-100 psf +60/-65psf +60/-65psf INSTALLED WHERE THE 37-118" Head/Sill C5+2 C3+2 -5+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 C5+1 C3+1 i OVERHANG(OH)LENGTH IS 42" DLO EQUAL TO OR GREATER THAN a Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 5 6 7 6 x a Width P hook 7 7 7 7 7 7 7 7 B B 8 e 9 9 9 9 10 10 10 10 O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER zDesign Priessure +100/-100psf +100/-100psf - +92/-92psf' +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 43-118' Head/SIII C5+2 C5+2 C5+2 C3+2 C5+2 CG+2 C5+2 C3+2 C5+2 CS+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 I C5+2 C3+1 48" DLO Jamh 5 5 7 5 5 5 8 5 5 5 9 5 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 9 9 9 9 9 9 10 10 10 10 as complying with the Florida DeslgnPressure +80/-80 psf +80/-80 psf +80/•80 psf +60/65psf +54.1/-58.7psf Water-Limited Building Code 49-116 HoedlSlll 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 G5+2 C5+2 C5+2 C5+2 C5+2 C5+2 (+)Design Pressure NOA-No. .17-0420.06 54" DLO Jamb 5 5 6 5 5 5 7 5 5 5 6 5 6, 6 8 6 6 6 8 6 SIII Nom.SIII Max.(+)DP Expiration Date 04/14/2021 Width Riser Height Allowed By P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 .10 10 10 10 Design Pressure +80/80 psf +80/-80 psf +80/-80 psf +59.1/-64 psf +49.6/-53.7 psf None 1-11/16" See Note 2 mia Proauot control 55-1/6" Head/Sill 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' DLO Jamb 5 5 6 5 5 5 7 5 5 5 1 8 1 5 6 6 8 6 66 8 6 43 3.1/2' +60.0 psi Width P-hock 7 7 7 7 7 7 7 7 8 B 8 0 9 9 9 9 10 10 10 10 44 4-1i1T +80.0 psf •+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4.518" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1116" ����ONY L1'N/I,/4y1. PANEL HEIGHT=DOOR HEIGHT-2-1/2" Pel,• �icENSF •.CC��i 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 B — AND TABLE B2 DETERMINES THE WATER LIMITED(+)OF. DP&ANCHOR QUANTITY TABLE m J ROSOWSKI -73 ` �I I j :r��` 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL COPVNIOHTOZ017 POTINO 5r0ES,INC. C NO CHANGES THIS SHEET. 04(05/17 OAFS+'FtoR1OdPF.• G\?. RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. •••. 3)SEE SILL RISER TYPES ON SHEET 4. au Ric rrs aesEaveo �`riS7�NAL 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR � 'O r i l l t t tit 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS I1-16 FOR ANCHOR LOCATION&SPACING CERT.OF AU(941)-480-1600 SGD-5570 NTS 8 OF 21 MD-5570.0 99 A A•LYNN MILLER,PE. M 529290 " P.E.N 58705 EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR POCKETS OFINTERLOCK OFINTERLOCK ANCHOR INFORMATION. INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, _ S. CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL 1 OF PANEL 2 OFPANEL3 PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.6 PSF POO ET BY OTHERS,SEE NOTE 6, SHEET •r2• 253/8-MAX. 6• ANCHORAGE, "+2'ANCHORAOE, "r2•ANCHORAGE, MAX. B"MAX. SHEET 12 SHEET 12 SHEET 12 "CT CLUSTER, "C3"CLUSTER EXTERIOR _ SHEETI2 SHEETI2 ENOANCHORAGE SEE POCKET JAMB (MIN-1 ANCHOR) EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR � NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX(3-TRACK) TO AID 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 FOR ADDITIONAL OF INTERLOCK OFINTERLOCK ANCHOR INFORMATION. 6• CENTERLINE CENTERLINE CENTERLINE MAX. OF PANEL OFPANEL2 OFPANEL3 POCKETBY0 0 0 EXTERIOR INTERIOR OTHERS;SEE NOTE 8, o 0 0 0 0 C� �] SHEETS v2 "+2"ANCHORAGE, 253f8•MAX. 6• ANCHORAGE, "+2"ANCHORAGE, MAX. SHEET II SHEET 11 SHEET 11 C3•CLUSTER, •C3"CLUSTER, EXTERIOR SHEETII SHEET11 END ANCHORAGE 12•MAX. 21.6• FRAME JAMB SEE POCKET JAMB (MIN:1 ANCHOR) MAX. REQUIREDQ 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 as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48.21-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No. 17.0420.06 DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXTCLUSTER Expiration Date 04/1412021 PRESSURE REQUIREMENTS. TO BE 25 Q.C.OR LESS Dy FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 Miami-Da rodue Control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 Y�J- 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: s MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL 6"MAX. THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT.AN HEAD(INTERMEDIATE ANCHORS):SHEET 12_FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE rQ ALIGNMENT MIDSPAN OF EACH PANEL.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 25-318, -318, FIGURE ERWISE ANCHORS ARE NOT REQUIRED AS \����QN IlI LYNN THE INTERLOCK/ASTRAGAL. ANCHORAGE ANCHORAGE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE P��,' DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. $ VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =*; No-58705 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 4 J ROSOWSKI -)3I ir- LOCATIONS OF CROSS-SECTION DRAWINGS. 8)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYRIGA`LRZDHTSR2SERVEU�C3•INC. K NO CHANGES THIS SHEET. aq 04/05/17 :��s.,FCpR10P,.•'G� C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY DR 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)480-1800 A LYNN MILLER,P.E. F)SHEET21FORABILLOFMATERIALS. P-HOOK:SHEET ceRr.oFaurH.azszsE SGD-5570 NTS � 90F21 a< MD-5570.0 �$ A P.EA68705 1-1/16"NOM. 3/16"HS GLASS 0"Pvs PV 3/167!S GLASS 3l16'!HS GLASS 3/16"/HS GLASS 3/16"ANN GLASS VJI�G .090"PVB .090 PVB .090'SG 7116"AIR SPACE 3/16"ANN GLASPAINTED/ 3/16"HS GLASS PAINTED/ 3/18"HS GLASS 3/16"TGLASSLAMINATED LAMINATED PAINTED/ D/ % /�' LAMINATED e2 R e3 TED Boo et SURFACE 8G O 8t / SURFACE e0 o at —— SURFACE CE EXTERIOR I— a EXTERIOR I— —— �(J a EXTERIOR I— EXTERIOR PRODUCT IS"EXTERIOR- I PRODUCT IS"EXTERIOR- I I PRODUCT IS'EXTERIOR- I I PRODUCT IS"EXTERIOR- GLAZED^IFil80-81 IS 7/8"NOM. GLAZED'IF 118o-81 IS 718"NOM. GLAZED"IF 1180-61 IS7/8'NOM. GLAZED"IF#82-83IS .TOWARDS THE EXTERIOR GLASS TOWARDS THE EXTERIOR I I GLASS TOWARDS THE EXTERIOR I GLASS TOWARDS THE EXTERIOR I BI I I BITE I I BITE I INTERIOR INTERIOR INTERIOR a TERIOPRODUCT IS'INTERIOR- PRODUCT IS'INTERIOR- I \^ PRODUCT IS'INTERIOR- ' I I PRODUCT IS"INTERIOR- I GLAZED'IF#80.81 IS I 79 GLAZED'IF#80-81 IS I 79 GLAZED'IF 1/80.81 IS I 79 GLAZED"IF#82-83IS ITOWARDS THE INTERIOR. TOWARDS THE INTERIOR TOWARDS THE INTERIOR. TOWARDS THE INTERIOR.85 SEE NOTE 2, 85 SEE NOTE 2, 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 "T"=TEMPERED SILICONE STRUCTURAL HOT-MELT BUM 1.1/16"NOM. 1-1/16"NOM. "PVB"=.09011 TROSIFOLO PVB INTERLAYER STRUCTURAL 3116"NOM. SILICONE 3116^HS GLASS 3/1 e°HS GLASS BY KURARAY AMERICA,INC. POLYISOBUTYLENE 1/4'NOM. FOAM .090"PVB .090"SG "SG"_.090"SENTRYGLASO INTERLAYER WITH 3116'HS GLAss 75 76 3/16•HS GLASS 75 76 BY KURARAY AMERICA,INC. WITH DESICCANT DESICCANT 7/16"AIRSPACE— 77 70 7/16"AIRSPACE 77 78 PRODUCT REVISED EXT.GLASS EXT.GLASS 3116"T GLASS 3116"T GLASS as complying with the Florida PAINTED/ PAINTED! 6ullding Code 82 OR 83 LAMINATED ez 0 93 LAMINATED NOA-No. 17.0420.06 SURFACE SURFACE Expiration Date 04/14/2021 INT.GLASS INT.GLASS G`7 EXTERIOR a EXTERIOR " PRODUCT IS'EXTERIOR- I \I PRODUCT IS'EXTERIOR- GLAZED"IF#82-83IS 7/8'NOM. GLAZED"IF#82.83 IS 1718"NCM. 76 76 TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR I I GLASS 4SG TPS SPACERS NXTT"" I I BITE I BITE I I ALUMINUM NT GLAZED' #8INTERIOR 28311S R I I 70 PRODUGLAZECT IS'IN831-83IS R- I I UTYLE E DESICCANT FILL AREA TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR I I 7g BUTYLENE 6/i6 NOM. I I *ANT SEAL sa 88 SILICONE SEAL SEE NOTE SEE NOTE 2. BUTROLL-FORMED THIS SHEET THIS SHEEP DESICCAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 REINFORC F �.` pt)Y LYIV/y,�� EXT.GLASNOTES: ;�� 'C,:•1,icENSF'•.�(� EXT.GLASS 1)BACKBEDDING SURFACES SHALL ' NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 _ No.48705 2)PRODUCT MAY BE EITHER " GLAZING DETAILS J ROSOWSKI =-0:� ASS INT.GLASS o o Ny �� INTERIOR OR EXTERIOR GLAZED, m '�O'• s7 TE OF/ : <I/, TM PROVIDED THAT THE"HS"SURFACE COPYRIGHT®2017 PGT INDUSTRIES,INC. NO CHANGES THIS SHEET. rc 04/05/17 %T •. F DU RASEAL® XL EDGE ALL RIGHTS RESERVED %,� • COR10P,.•' ?: 77 7a OFALAMINATEDGLAZINGUNITIS i S '"••••••• G� SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR N.VENICE,FL 34275 /it I��I L11 (941)-480-1600 ge SGD-5570 H NTS 10 OF 21 MD-5570.02 A A.LYPNC MI�Q5 P. CERT.OF AUTH.429290 9 "+ SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK PANEL_ CENTERLINE CENTERLINE 4" CENTERLINE _ 4„ CENTERLINE4" CENTERLINE _ 4' EXTERIOR EXTERIOR EXTERIOR EXTE RIOR EXTERIOR 2-TRACK CLUSTER"C3" ID 2-TRACK CLUSTER'C5' 2-TRACK INTERMEDIATE v 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 'r1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK PANELPANEL CENTERLINE INTERLOCK 4" CENTERLINE 4" CENTERLINE_ CENTERLINE 4" 4" CENTERLINE EXTERIOR —b-+ 3.22" EXTERIOR 3:22" EXTIE�RIOR EXTJERIRI' 3.22 EXTERIOR —►+ 3.22" 8-TRACKCLUSTER'C3lu 3-TRACK CLUSTER"CS 3-TRACK INTERMEDIATE TRACK INTERMEDIATE '01 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 CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4n 0 0 EXT�ETRL IOR 3.22" EXTERIOR 3,22" EXT�EnRyIOR EXT E R IOR EXT�TE-1RyIOR 4-TRACK CLUSTER 4TRACK CLUSTER 4-TRACK INTERMEDIATE `� - 4-TRACK INTERMEDIATE v 4TRACKINTERMEDIATE 'C3'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '+1'ANCHORLOCATION "+2'ANCHOR LOCATIONS "+3'ANCHORLOCATION3 NOTES: FIGURES PERTAIN TO THE FOLLOWNG SILL 1)ALL DIMENSIONS SHOWN ARE AS D ON MINIMUM ALLOWED. NOTES: INTERMEDIATEANCHOR 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 SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: PRODUCT REVISED �LLII1111111"" Hsad/Sill t1 as complying with the Florida �� ONY LYNiV� Building Code Jamb 5 NOA-No. 17.0420.06 ��'�LCEN@E'•�(( FIGURES PERTAIN TO THE FOLLOWING SILL P-hook 7 expiration Date 04/14/2021 •• NO.58705 CLUSTER ANCHOR LOCATIONS: *: VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 By Miami-13 a Pros uct ontro g ANCHOR LOCATIONS A €itJ ROSOWSKI �� •'• "SAT.E � : 411 $ ' F lV. j�n-T COPYRIGHT®2077 PGT INDUSTRIES,INc. NO CHANGES THIS SHEET: 1--:9104/05/17 '�''SS�ONAL ALL RIGHTS RESERVED g HeadlSill C31 1070 TECHNOLOGY DR § ag �[IIIiIIIIttT� Jamb 5 1 N.VENICE,FL 34275 P-hook 7 (941)-480-1600 SGD-5570 W IfIl 11 OF21 bg MD-5570.0 �x A A.LVPNFJM58705P.E. CERT.OF AUTH.#48298 N HEAD CLUSTER ANCHORS LAYOUT: HEAD IY'INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK 4" INTERLOCK 4" CENTEPANEL RLINE CENTERLINE 4„ CENTERLINE 4' CENTERLINE2 CENTERLINE FJCTERIOR 3.22° EXTEFpg:RIOR EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22° 2-TRACKCLUSTER'Cr 2-TRACK CLUSTER°CS' V 2-TRACKINTERMEDIATE 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 PANEL PANEL CENTERLINE INTERLOCK-7INTERLOCK— — CENTERLINE— CENTERLINE 4" rF CENTERLINE CENTERLINE —4.7 5 4u 4" I 17 EXTERIOR —�+ 3.22° EXTERIOR —r+ 3.22" EXTERIOR EXTERIOR EXTERIOR —^I 3.22" V, 3-TRACK INTERMEDIATE 3-TRACK 3-TRACK INTERMEDIATE 3-TRACK CLUSTER C &TRACK CLUSTER'CS' .+I'ANCHOR LOCATION '+2*ANCHOR LOCATIONS � +3ANCHOR LOCATIONS i��i ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL 4" INTERLOCK— INTERLOCK—r- 4„ CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE EXTERIOR — 3,22" EXT�ERL,IOR 3.22" EXTERIOR EXTERIOR EXTERIOR3.22" CK RMEDIATE RACK 4-TRACK CLUSTER c 4-TRACK CLUSTER '+P NCC INT OCATATE 4T�ANCHONR OCATIONSVr ¢T ANCHORELROGITION3+� -C3'ANCHOR LOCATIONS 'C5-ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWNGHEAO 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOGTIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.376" 2.376" FOR ALL HEADS: 2)TRACK-TO-TRACK E DISTANCE IS 2.375" 2.376" NTN FOR ALL HEADS: PRODUCT REVISED !!!��% HeodlSill +1 aS complglag with the Florida `���p••.....NN,y�� %� Building odde 1 Jemb 5 NDA-No. 17-0420.06 ,•'•t,10EN,SF'•,��� FIC RES PERTAIN TO IHEFOLLOWING HEAD I P-hook 1 7 �'• ''.� i CLUSTER ANCHOR LOCATIONS: I Expiration Date04/14/2021 No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 lily Mia -Dad roduct control i ANCHOR LOCATIONS B � J ROSOWSKI ��0�h•. sT Eo •'���� GOPYRIGHi02017 PGT INDUSTRIES,INC. K NO CHANGES THIS SHEET. d 04/05/17 •• edlSili C3 1 ALL RIGHTS RESERVED ��NAI W Hs 1070 TECHNOLOGY DR a� Jamb f 5 1 N.VENICE,FL 34275 S� P-hook 7 (941)-480-1600 941-480-1600 3 ' A.LYNN MILLER,P.E. ( ) SGD-5570 y NTS 12 OF 21 0� MD-5570.0 A P.M 50705 CERT.OF AUTH.C2929B FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHORLOCAnONS: P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): - j 2.375" --j4.75" —•-r 7.125" 6" MAX. 21,6" 21.6" 21.6" HBadlSIII C3+1 MAX MAX. MAX, Jamb 5 EXTERIOR EXO.C. TERIOR EXTERIOR P-hook O.C. O.C. 7 OPT.ANCHOR TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6" 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX MAX. MAX. REQUIRED TO MEET MIN.EDGE DISTANCE 2 TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE H M ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY I BE TOWARD THE INTERIOR OR EXTERIOR. E ' I 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ V X.500" APER END @ 1"X.500- PER END @ 1"X.500" ( SILL \ SILL SILL , EXTERIOR EXTERIOR � EXTERIOR (3)TRACK WEEP HOLES 6"MAX. EVERY 24!'@ 1.125"X.190"', (6)TRACK WEEP HOLES \ OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190"; — ER TRACK WEEP HOLES \ TO AID IN 24"@ 1.375"X.5D0" (1)WEEP NOTCH EVERY EV(1)WEEP NOTCH EVERY 24"@ 1.375"X.600"ALIGNMENT 24"@ 1.375"X.500" NOTES: 1)SEE TABLES 1 8 2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED ���� OF ANCHORS REQUIRED IN THE P-HOOK. as din yIng with the Florida Bul/din9 Code �Ot,`(.LYN/y�� NOA-No. 17.0420.00 FIGURES PERTAIN T07HE FOLLOWING POCHETMB \�a�; LICENSE••,��� Q:' P +iooR JAANCHOR LOCATIONS; Expiration Date 04/14/2021 = NO.58705 F VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By - t Miami-Dao Product Control iP�r1 v ANCHOR LOCATIONS C &a, J ROSOWSKI %�O�.. ST TEOF -I COPYRIGHALL R?GHT9 RESERVEDRIES,INC. ii NO CHANGES THIS SHEET, ag 04/05/17 '�'SS�ONAL•O�G�`\ HeedI5111 C3+1 1070 TECHNOLOGY DR Jamb —51 N.VENICE,FL 34275 P-hook 7 (941)-480-1600 8 d A.LYNN MILLER,P.E. CERT.OF AUTH.029296SGD-5570 NTS 130E 21 qz MD-5570.0 �'3 A P,E.6 EB706 t HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWINa o`- CORNER LL ANCHOR LOCATIONS: 90° 4• 4" 4" 4" 4 4• q" 4,. 0 o HaedlSill 1 3.22" 322"EXTERIOR P-hook 7 EXTERIOR 2-TRACK 2.TRACK90•CORNER 'C4"ANCHORLOCATIONS v 'CO'ANCHOR LOCATIONS � 2-TRACK 90'CORNER EXTERIOR 2-TRACK 90•CORNER EXTERIOR (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) '04-ANCHOR LOCATIONS jF-'I CB'ANCHOR LOCATIONSn (USE WHERE-C3"IS SPECIFIED) -1,7-1,7 _(USE WHERE-05-IS SPECIFIED) �J 0 PRODUCT REVISED 4" 4" a comp)yIng with tho Florida 4" 4" Building Cado 17.0420.06 NOA-No. o Expiration Data 04/14/2021 -. 4• 4„ 4„ 4„ E1 Miami--.4-4poduct Control EXTERIOR 3.22" EXTERIOR 3.22" 1 3.2'2" 3-TRACK 90•CORNER ,TZ, 3-TRACK 90•CORNER � 3-TRACK 90•CORNER EXTERIOR 3-TRACK 90•CORNER EXTERIOR 'C4"ANCHOR LOCATIONS �/ 'C6'ANCHOR LOCATIONS "C4*ANCHOR LOCATIONS �L, •C8'ANCHOR LOCATIONS 2 y (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CW IS SPECIFIED) (USE WHERE°C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) v LYNN L64 4" 4'. OC 4' � NO.58705 STATE F LIZ ORIDN 3.22" EXTERIOR EXTERIOR 4" 3.22" EXTERIOR ��,,'OtVAL IEN'�`�� 4-TRACK 90'CORNER EXTERIOR 4-TRACK 90*CORNER 4-TRACK 90•CORNER 47RAGK BO•CORNER 'C4'ANCHDR LOCATIONS "C6'ANCHOR LOCATIONS 'G1'ANCHOR LOCAT)ONS 'CS'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) A.LYNN MILLER,P.E. P.E.q 66108 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) A 10/05/15 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS Dm J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. _ HeadlSlll C3 1 Jamb 6 3)TRACK-TO-TRACK COPYRIGHT02017 PGTINDusrRiEs,INC. NO CHANGES THIS SHEET. k�04/05/17 5- P-hook 7 2.375" 2.37ALL RIGHTS RESERVED DISTANCE IS 2.375" 1070 TECHNOLOGY DR no FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 pp (941)-480-1600 JJJSGD-5570 NTS 140F21 d MD-5570.0 �I A CERT.OF AUTH.029290 HEAD I.350 CORNER CLUSTER ANCHORS LAYOUT: SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAINTOTHS FOLLOMNO IW CORNER SILL ANCHOR LOCATIONS: 136* 4- 4", 4" 4- --I- ERJOR ,e,, EXTERIOR 901 C3 1 3.22" EXTERIOR EXTERIOR Jamb 5 2-TRACK 135'CORNER 15 4" L 7 ANCHOR LOCATIONS 2-TRACK 135*CORNER 15 1 2-TRACK 136-CORNER 'C4'ANCHOR LOCATIONS .11. 2-TRACK 13SCORNER (USE WHERE'Cr IS SPECIFIED) (USE WHERE'CF'IS SPECIFIED) *C4'ANCHOR LOCATIONS LOCATIONS (USE WHERE-C3'IS SPECIFIED) (USE WHERE*CV IS SPECIFIED) A& 4' 4" 4" 4" 4�, PRODUCT REVISED "I" with the Florida 4. NOA-No. 17-0420.06 EXTERIOR EXTERIOR Expiration Date 0411412021 OjEjXTERIOR EXTERIOR 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3.22. 3.22" "C4*ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 3-TRACK 136*CORNER 3-TRACK 136-CORNER (USE WHERE C3'IS SPECIFIED) (USE WHERE-CYIS SPEC M.-D) 'C'r ANCHOR LOCATIONS 'W ANCHOR LCATIONS (USE'r SPECIFIED) (USE WHERMS"O IS SPECIFIED) 4" >\x 4�' 4" M 4 No.5871)5 4� EXTERIOR TE"'OR 0 ;-'4,z AKX ]OR EXTT EXTERIOR ;k, S E 0 3,22'- RICIR EXTERIOR , N, 4-TRACK 135'CORNER 4-TRACK 135 CORNER 4ORIDA CHOR LOCATIO '�O/V' C C,V ANCHOR LOCATIONS CS'ANCHOR LOCATIONS 4-TRA K135'CORNER 4-TRACK 135'CORNER (USE WHERE-CT 13 SPECIFED) USE WHERE CBIS SPECIFIED) AL NS 'C6'ANCHOR LOCATIONS (USE WHERE*CT IS SPECIFIED) (USE WHERE-W IS SPECIFIED) flillt0k, NOTES: A.LYNN MILLER,PF- FIGURES AIN THE FOLLOWING 13 rORNER E.11 Pa%FACITA014CHORLOCATIONS: •1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 135' 2)DETAILS DEPICT AN CHOR QUANTITY AND SPACING,AND WOULD BE VINYL SLIDING GLASS DOOR NOA(LM) Im 1=5/15 SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E IJamb 5 -TO-TRACK COPYRI [NO. NO CHANGES THIS SHEET. J ROSOWSKI I P-hook 3)TRACK W2375" tZ375. 104/05/17 7 DISTANCE IS 2.375' FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY 14275 00 N.VENICE,FL 3 SGD-5570 NTS 5 O� (941)-480-10 F 21 CERT.OFAUTH.jMD-5570.0 A HEAD SPLICE ANCHORS LAYOUT Ca)INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT(C17 INTERLOCK OR ASTRAGAL' IFGURES PERTAINTDTHEFDtLDWiNG SPLICED 591 ANCHt7R C04`tTIDN3; SPLICE LOCATION— SPLICE SPLICE 4 r LOCATION q„ LOCATION SPLICE LOCATION o EXTERIOR 1 3.22" EXTERIOR -»—3,22" EXTERIOR EXTERIOR Head(S111 C3 1 ID 2-TRACK SPLICE 2-TRACK SPLICE 'C4'ANCHOR LOCATIONS,� 2-TRACK SPLICE !-I Jamb 5 •C4"ANCHOR LOCATIONS •C6"ANCHOR SOLATIONS ( \,7 ANCHOK SPLICE USE WHERE'C3"IS SPECIFIED) "�"ANCHOR LOCATIONS P-hook 7 {USE WHERE•C3'IS SPECIFIED) (USE WHERE-W IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) SPLICE SPLICE LOCATION LOCATION----+^^^���� SPLICE SPLICE q P5• #4- LOCATIN " LOCATION PRODUCT REVISED EXTERIOR 4" EXTERIOR . EXTERIOR — 3.22" EXTERIOR 4" es oomPigin with the Florida 3TRACKSPUCE3-TRACK SPLICE 3-TRACK SPLICE 3-TRACKSPLICE ttultdtng Codo "ANCHOR LOCATIONS C6"ANCHOR LOCATIONS 'C4•ANCHOR LOCATIONS � "C6•ANCHOR LOCATIONS NOA-No. 17"0420.06 (USE WHERE-Cr IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE-C3"IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) Expiration Data 04114/2021 Miami-Da Product Control SPLICE 4.75" SPLICE 7 SPLICE LOCATION LOCATION 4° LOCATION SPLICE LOCATION 4" ° EXT(ERRIOR 4„ EXTERIOR 3.22'• EXTERIOR ;3.22" EXTERIOR 322" `1�Lti 11111 i11 i" �J M 'C4" TRACKSPLICE 4-TRACK SPLICE �. 4-TRACKSPLICE MTRACKSPLICE �ONY.�'}.�`H� �i% 'C4'ANCHOR LOCATIONS 'G6'ANCHOR LOCATIONS ANCHOR LOCATIONS "' •CO"ANCHORLOCATIONS ` � y10ENs' (USE WHERE'C3-IS SPECIFIED) (VSE WHERE"CS'IS SPECIFIED) {USE WHERE-C3"7S SPECIFIED) (USE WHERE'C5-IS SPECIFIED) Y',% " No.58705 '. �o.11s �T •.- 'SCO E OP NOTES: , RtoA,.•% 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 'i7SSjaNAi 1ENG`��` FIGURES PERTANTOTHEFouamNCSPUCEO 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A LYNN MILLER,P.E. ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEL f 9. P.Ett 56705 3)TRACK-TO-TRACK . �VINYL SLIDING GLASS DOOR NOA(LM) 121 10/05/15 DISTANCE IS 2.375" 2.375" 2.375 AFOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F J ROSOWSKI COPYRIGH7o2pi>PG'fINOUSTRIE3,INC. a NO CHANGES THIS SHEET. a�04/05/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED Au RIGHrs RESERVED HoadISIII C3 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR Jamb 5 N.VENICE,FL 34275 P-hook 1 7 1 I (941}480.1600 9z9s SGD-5570 j NTS 16 OF 21 94 MD-5570.0 a� A cERT.of AUTH,azy PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPEOUBLES PANEL SINGLE SINGLE OUTSIDE II �INSIDr OUTSIDE 135• INSIDE 135' �j INTERLOCKASTRAGAL TYPES FlXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL NTERLOCK INTERLOCK STILE Wl HANOLE BOX OUT BOXW RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN �A DOUBLE EXTERIOR GLAZED IV/ LOCKSTILE INTERLOCK SINGLE E c PP // / D TD 'TA 7/ ��(/ J LOCKSTILE L_1•ww�.-9--.1_ ASTRAGAL INTERLOCK /- j0 ax L / I V I N Y our leazoun (eoxlp INGLE DOUBLE SINGLE S ,[J f� /� �D NC SD SA SV C W SD INTERLOCK INTERLOCK INTERLOCK J-] r /'� U /-'1 V 6J Y Y IN W a;Yw) DOUBLE FIXED [�R I� s s FC FD FV FW INTERLOCK LOCKSTILE STILE i 9 r\ reoxoup (eazl"J 1--y LII LOCKSTILE D /l U ASTRAGAL }w n nrL I LOCKSTILE -� W!HANDLE I YI �B J �oJ �- DOUBLE SINGLE ASTRAGALJ T l J DS INTERLOCK �"""""""--" INTERLOCK BOX OUT L ] 6/ LL (BOX 0u* rear SOXO w ASTRAGAL T U J BOX oxw e0x'v -TR CT CS CF Ll.l ASTRAGAL z RECEIVER a ASTRAGAL AT AS DF a RECEIVER OUT.135• VT `{/, a.Rcomplyi p with the DUCT Florida ASIRARECi� S VF NOa-No.Building 7A420.06 IN.AG '^ T �A7C 1�7F Expiration Bato 04/14/2021 ASTRAGAL I/V V V�7 V V RECEIVER By Miam-0 a ro uct Contra LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE"F"SHOWN. PANEL NOTES: ��'� 11ILYN,7j�7r7� o Y .......... 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. �`�t, �,cENSF•.1�� Q';' 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE eF° VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _:�y ,+ No.58705 NOT AVAILABLE. — ' PANEL TYPES 1m JROSOWSKI a': ��'/ ! ;•�� 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". ® S O STATE OF ((7` COPYRICHH r 02017 FET INDUSTRIES,INC. NO CHANGES THIS SHEET. 04/05/17 • F<ORIOP.:' 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH ALLRIGHTS RESERVED i S "•••••• ' G TYPES QUALIFIED BYTHIS APPROVAL,SEE DETAJLS SHEET 10. 1070 TECHNOLOGY DR �q �'��s70NAL EN�`� N.VENICE,FL 34275 1 r 11 I 1 111 i (941)-480-1600 .SGD-5570¢ NTS 17 OF 21 19i1 MD-5570.0 Jill A A.LYNN MILLER,P.E. CERT.OF AUTH.tl28198 N P.E.tl 68706 r 5.875�I 10.635 540 ,125 4W -•550 291 .061 ,762 O O.100 p 9 500 .930 �r� .I_� ❑ ❑ � 2 p p 0 �C= 1.681 I-x-.062 1.928 � 2 - 100 dQ® r ;W11=16 1=-, F ME SCREW 301 INT RLOCK CAP, Q1 2 TRACK HEAD/JAMB ©4 TRACK SILL O COVER(PVC) ©ANCHOR PLATE O9 TRACK INSERT 10 EXTENDED POCKET 5.178 :W 1.000 252 231 .060 -`'j 2.080 .100-1 062 1.613 Ir ,080 1-8.25 ^�-7 8.250 9 1.435�I__1 1.983 .100 ir� 93 p O U 1.681 rI - �•062 � .060 � � 1' SUPPORT COVER 12 OOU`T�ERSILL 13 COVESILL R CK 17 P-HOOK ADAPTOR 18 P-HOOK O3 3 TRACK HEAD/JAMB ®3 TRACK SILL .540 540 (-•291 .061 .229 +2.975- •094 125 2141 1 {L}I--+-3.000 ___ C� 1 o p 5.875-��gl 626 .500 Fes-2.607_41 0761 1.406 -[ ❑ ❑ ❑ ❑ 1.813 po.100 X�011 Il 1.681 �-` 062 --41--.062 .329 J 100 A dQ[� LaJ� 19 KEEPER Q KEEPER D REINFORCEMENT GOVERMENT BAIRNFORCEMENT Q FIXED PANEL CLIP ®PERI TEORCEMENT O5 4 TRACK HEAD/JAMB OZ 2 TRACK SILL 2.51 �, 0 �2.838-►� -y 1.570 r- 1.625 1.595 1.595 +- 309F 2.696- .080 2.073 3.483 125 � .099 2.368 2.168 .400 8 2.768 2.025' .0 x.312 .070 2. 10 .09075 2.1164.835 4.279 .100 LLL��2'833 300 ❑ 34 INTERIOR JAMB COVER ��JJJ 1 �f U -►II -.188 rFT 1----,182 .120 1_.182 2.710 Q 1.875 PRODUCT REVISED .110 �- .120 2.291 .100 0o as complying with the Florida 2 TOP BOTTOM © TOP,BOTTOM ©INTERLOCK.300 28 1REIEINFORCEMENT, �RE REINFORCEMENT 30 INTERLOCKADAPTEERLOCK.400 ASTRAGAL EXTENDED R 31 ADAPTER 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAPANEL STILE, L NOA-Nu.codo 17-0420.00 AND STILE AND STILE REINFORCEMENT, , REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Dato04/14/2021 REINFORCEMENT By --3.452 er_ 3.326 1»-3.345 NOTES: Mlaml-D a a Product Control 1.472 - 919 1)SEE SHEET FOR 125 3'209 060 $.713 080 SILL RISERS. if.125 3,345 060 2.175 046 1.500 3.2147 2)SEE SHEET 20 070 .065 -919 FOR SCREEN PARTS. 1.170 �- •229 .300 3 ALL DIMENSIONS 135°CORNER 135°CORNER 135°CORNER 135°CORNER 90°CORNER 90°CORNER 90°CORNER ) ©5 36 3© 38 ©9 40 41 ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGALCAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR NTERIORLYNIV '_I ��'t.•''v�GENSF''•.��� ►1.912r 912 .210 -y- 252- I 173 Z No.5B705 a l VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 y4 .065 - - 1.281 .062 1.261 1.261 11.201 1.261 EXTRUSIONS em J ROSOWSKI m 'gyp% STT 0 <4. 80 7/16^ I 81 7/16" 01-1/16" O i-1/16"I ®1-3116 COPYRIGHT 02017 POT INDUSTRIES,INC. NO CHANGES THIS SHEET. rc 04105/17 � C•'••,FCORIOP.,'-G\?, SQUARE BEAD BEVELED BEAD 82 BEVELED BEAD 83 OGEE BEAD OGEE BEAD ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N.VENICE,FL 34275ILLER q (941)-480-1600 SGD-5570 NTS 18 OF 21 3 41 MD-5570.0 14 QI A ALVNN058705 ,I.E. • CERT.OF AUTH.120200 P,E.d 60705 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB (4)CLIP ANCHOR CLIPP INTO &SUBSTRATEATTACHMENT, HEADER ASSEMBLY TYPE AS USED USING 4 INSTALL ONE BLOCK AT B4 BLOCK o IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. Q TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL (3)#10 X ° TABLE 1 ONE BLOCK THAT 3)#8X 1.5"SMS SPANS BOTH PANELS. i 90 1"SMS d — 23 FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE 23 PANEL- MIDSPAN OF EACH FIXED (—SX (2)114CLIP PANEL-TO-FRAME JAMB LOCATION. 2-11/4"SMS23 #8 X 1"90 \ SMS _/ \\ (4)#10 21 BAR COVER X 2"SMSMS es 22 REINF.BAR #8X 91 1-114"SMS \ 1 KEEPER 19 (4)THRU KEEPER Q MAX 3,6"O.C.,SEE SHEET 19 P� JAMB TO \ o KE SILATTACH EPER TO JAMB L ASSEMBLY �' � \ \ • ATTACHMENT LOCKING JAMB !� / ❑� a PRODUCTitmpi 1 gwh the Florida REINFORCEMENT PLATE (� Building�ede ATTACH WITH#8 X 1-114" 4-PANEL,2-TRACK KEEPER to NOA-No. 17-0420.06 @ 34-1/2"MAX O.C. OXXX SHOWNlk" o Expiration Date 0411412021 Mlam-Da roduct Control (4) lox Be o� 2"SMS INTERLOCK INTERIOR sD CLIP COVER INTERLOCK NOTES EXTERIOR za LS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. . NY LYjv °. #10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. BOTTOM RAIL 94 SUPPORT 1t 2-112°SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 1 VINYL SLIDING GLASS DOOR NOA(LM) S 10/05/15 = No.58705 (2)#10 X 1"SMS _ THROUGH SUPPORT, INTO PANEL PANEL " ACCESSORIES INSTALLATION m J ROSOWSKI = I ': :=Q A7 d 93#1°z sons ASSEMBLY ® > ;;E •.,. �T E F INTERLOCK SILL RETAINER ALL PANEL CORNERS CoPYRIGMozo1T PGTMousTRIE3,INC. a CORRECTED#96 9:g 04/05/17 'is '• <OR' IDN.' % ALL RIGHTS RESERVED CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR a mo i�11j111IIitI INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 (941)-480-1600 �SGD-5570 NTS 19 OF 21 $ MD-5570.0 2 A A.LYP EIMI IBLBLE�R P.E, CERT.OF AUTH.029298 ( BOX SCREEN DETAILS: WETSTANDARD SCREEN DETAILS: . 009009(5 F- ❑a 125 127 0� 009009 6 121 133 132 ,29 106 102 119 103 0 111 708 HORIZONTAL SECTION 118 HORIZONTAL SECTION EXAMPLE 130 EXAMPLE • 115 \ 32 131 102 111 33 121 108 ❑ P &R@. 5 ❑ 111or� ❑a 122 115 1 0 RO D"g 1 oROoaO HORIZONTAL SECTION EXAMPLE 100 �s O 112 120 ,I � 104 HORIZONTAL SECTION 117 '1.081 081 —� 1.081 102 EXAMPLE 1.202 1:778 1.778-i q_j .935 —.4— 50 50 .045 875 �`� 1.020 r— I .875� Fn tzo FRAMESCREEN 1z1SDEEEN SCREEN AIL, to ASTRAGAL01.993 1.9j9 1.874 AIL LATCH ADAPTER LREVISED —►1�—.062 — 4H—.062 .062 PRODUCT REVI E BOX SCREEN BOX SCREEN BOX SCREEN as com I in with the Florida 100 +o, m2 r—.725 1.4351+ NOA-np ad9e TOP AIL BOTTOM RAIL SIDE AIL !+.062 NOA-No. 17-0420.06127 .765 P-xpiration Date 04/14/2021 OR -►(�—040 HY113 R 1141.020 — 1593 1 373 128 Miami-Da roduct Control 101 2D SCREEN VINYL ME SILL z OROORO 1 063 2 Rn /e1 ASTRAGAL EEN o i 055 1.833 `J"`J ADAPTER ADD-ON 0 L 1 ILA 124 107 —.062 wl I`—•372 1— c: 6�-In ,03 BOX BOX SCREEN 104 SCREEN 105 OXOBOX SCREEN dad] INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION \ YLY/�IN�r'r,, EXAMPLE EXAMPLE NOTES: `. N . 4y 1.308 1)ALL DIMENSIONS IN INCHES. �C�;'' LICENSE•.((� 1.343 r— 055 1='1 1,487 r- No.58705 .� 050 1 467 1.510 VINYL SLIDING GLASS DOOR NOA(LM) 8 10/05/15 = _ I _ ''� � 0 SCREEN DETAILS J ROSOWSKI X700.• �'STA gv tos OF BOX SCREEN 107 BOX SCREEN 106 BOX SCREEN HEAD ASTRAGAL SILLADD-ON AND JAMB ADD-ON COMIGHT020 7 PDT INDUSTRIES,INC. NO CHANGES THIS SHEET. a 04105/17 ' s'• <oR1oP,.•' �� ADAPTER ALL RIGHTS RESERVED 1070 TECHNOLOGY DR a �o '';•sio/UgL10o\\` N.VENICE,FL 34275 (941)-480-1600 SGD-5570 y NTSIVI 20 OF 21 i MD-5570.0 0 A A LYNN MILLERPEp 88705,P.E CERT.OF—929296 . . TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # part# Description Material 1 19001 2-Track HeadlJamb Rigid PVC 42 19065 Sill Riser•2-112" ( ) 6063.76 Alum. 100 12256 Box Screen Top Rall 6063 767— Joe c 2 190o2 2-Track Sill Rigid PVC 43 19022A Sill Rr-(3112") W83-118 Alum. 104 12257 Box S ramBottomRail 6063 TB Al 3 19025 3-Track HeadfJamb Rigid PVC 44 19023A Sill Riser-(4.1116") 6063-TS Alum. 102 12258 Box Screen Side Rall 6063 TS AI 4 19026 3-Track Sill Rigid PVC 48 19024A Sill Riser-(4.518") 6063-T6 Alum. 103 64426 Box Screen Interlock 6063 T6 tV 5 19027 4-Track HeadrJamb Rigid PVC 50 718W9W .18T'-x.320"Finseei{Stile) 104 17347A Box Screen Snap*n Bug Flap 6063 76 A! 6 1902814-Track Sill Rigid PVC 51 71696K 1.1/2"x 1"x 314"Fin Seal Dust Plug 105 64345 Box Screen 0X0 Astragal Adapter 6063'16 AJ 7 19009 Frame Screw Cover Rigid PVC 52 71696 1 Dust Plug 108 17349 Box Screen Astragal Adapter W63 T5 Al 8 19031 Anchor Plate 606376 Alum. 60 419041 linterlock C41p Cover PVC 107 19039 Box Screen Frame SN Add-on 6083 T6 AI 9 19007 Track Insert 6063-T6 Alum. 61 78153X ITandern Roller Assembly SS 108 19038 jBox Screen HeadlJamb Add-on 6063 76 AI 10 19084 Interlock Cap-Extended Pocket Rigid PVC 62 78153N ITandern Roller Assembly Nylon 109 1 720XIX #1420 x 1"M5 @ Top Rail SS 11 19036 Bottom Reil Support 6063.76 Alum. 63 78X75FPTX #8 x 3/4"Ph.FH SMS @ Roller&Relnf. SS 110 I 720XI12X #14-20 x 1-1/2'MS @ Bottom Rail SS 12 19WBA Outer Sill Cover 6063-76 Alum. 64 419042 Frame Header Block Nylon 111 I 71793G lWatp,,270"x.15W-Fn Seal 13 19011 ISM Track Cover Rigid PVC 65 46052 Roller A4.Hole Plug PVC 112 61805K Wstp,.18T'x.tiff @ Bug Flap 17 19032 P-Hock Adapter 6063-T6 Alum. Be 44365 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Nylon 18 19020 P-Hook 6063-76 Alum. 67 7Ml4FPTX #e x 1-114"Ph.FH SMS @Bumper Stop SS 114 7SRAX HD Roller SS 19 19047M Extended Keeper 6063-T6 Alum. 68 7169BG Sill Plug PV0 115 varies Screen Lacking Hardware Steel 20 19029M Keeper 606376 Alum. 69 78186X Gemini Mortise Lock w/ieng Trim plate SteeVSS 116 418053 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rigid pVC 70 7103WFPFX 10.32 x 1"Ph,FH MS @ Lock SS 117 76X1 PPA #6 x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 6005-T5Alum. 71 varies Handle Kit CestZJnc 118 16921314 Screen Spline-.150"&.165" Vinyl 23 19037M 1FIxed Panel Clip 606375 Alum. 72 19054 Interlock Retainer Clip Nylon 319 1816CcC1 Screen Cloth Fiberglass 24 19035M Reinforcement Plate 608378 Alum, 75 lKornmeding 4SG TPS Spacer System TABLE E STANDARD SCREEN 25 19017M Top Rail,Bottom Rail and Lockstile 6005.75 Alum. 76 Quanex Super Spacer nXTwith Hot Melt Butyl Sea Sheet 26 19046 Retnbrcemant Composite 77 Quanex Duraseal 10 for # Part# Description Materiel Materials 120 12033 Screen Frame Rail 6083 TS At 27 19018M Intedock.300 Reinforcement,Std. 6005-TB Alum. 78 Cardinal XL Edge Spacer 121 12026A IScreen Frame-Side Rail(Latch) 6083 75 Al 28 19013M Interlock.400 Reinforcement,HD 600575 Alum, 79 Dow Coming 995 or GE-7700 Backbedding Silicone 122 17363 Screen 0X0 Astragal Adapter 6063 TB At 29 19019M Astragal Reinforcement 600546 Alum. 80 19090 7116"Square Bead Rigid PVO 123 4853K Screen Vlnyl Astragal Adapter Rigid PVC 30 19083 Extendod Pocket Interlock Adaptor 606376 Alum. 81 7116"Beveled Bead Rigid PVC 31 19005 i121 190128 Frame SIII Screen Add-on 6083 76 A! Medock Adaptor Rigid PVC 82 19044 1-1t16"Beveled Bead Rigid PVC 125 6FP95K Bug Flap,85+1-5 duro. Vinyl 32 19008 Astragal Add-on Rigid PVC 83 19045 1-1/16"Ogea Bead Rigid PVC126 78X712PSA73 #8 x 1-1/2°Ph PH SMS{Assembly} SS 33 19004 Panel Stile,Top/Bottom Rall Rigid PVC 84 19016 1-3116"Ogae Bead Rigid PVC 127 712PS Comer Key Wheal Assembly(Standard) 34 19040 interior Jamb Cover 6063-78 Arum. 85 71725K Setting Block 117'x 4"TI-1-IF-85+1-5 cure. Neoprene Nylon 35 19078 135°Comer Astragal 6063-T6 Alum, 86 71726K Setting Black 1"x 4"x 9/16",85+1-5 dura. Neo rens 128 712027SS Corner Key Wheel Assembly(HID) SS• 129 vales Screen Locking Hardware Steel 36 19077 135 Comer Astragal passive Mount 608376 Alum, 90 781PSiX #8 x 1"Ph.PH SMS @ Frame Assembly SS 130 710X34PPSDAX #10 x 3/4"Ph,PH SMS @ Screen Ast. 9S 37 19079 135"Comer Astragal Cap-Ext. Rigld PVC 91 7SX114PHPT41OX #8 x 1.114"Ph.PH SMS @ Reint Bar SS 131 78X12PPSMSX #8 x 112°Ph.PH SMS @ DoarAst. 4V,1Rylj 38 19080 135'Comer Astragal Cap-Int. Rigid PVC 92 710X1PHPT18-8X #10 x V Ph.PH SMS @ Rail Support SS 132 189213/4 Screen Spline HSM 39 19078 0°Ctxner Astragal 6083-TB Aium. 93 710XNSPPX #10 x 1-117'ph.PH SMS @ Fzd.Pni.Cttp SS 331816C20Snh Ff 40 19081 90°Corner Astragal Cap-Ext. Rigid PVC L17 710X2.6PHPT18.8X #10 x 2.1/7'Ph.PH SMS @ Rein[plate/Ast. SS 41 19082 90°Corner Astragal Cap-int. Rlgfd PVC 71420X225FPFX #12 x 2.114"Ph.PH SMS @ Hdr.Bieck SS 710XI.76PPX #10 x 1-X4"Ph.FH SMS @ Ast.Mount SS PRODUCT REVISED 710X34PPX #10 x 3/4"Ph.PH SMS @ Ext.Pkt.Int. SS .. m co pwith the Florida4��,�pNYLYN;y716X2PPX '#10x 7'Ph.FH SMS @ Keeper SS C1�: t tCEN 41 NOA-Ho. 97-4420.06 �` SF'•.1��'r Expiration Pa 4/1412021 VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 Br � - No.58705 c Miami- a Pro act Contra -•t}L c PARTS LIST J ROSOWSKI COPYRIGHTm2017 PDT INDUSTRIES,INr- NO CHANGES THIS SHEET. a,g 04/05/17 AU RIGHTS RESERVED a ���Ss'F...RIDP„•'G�ra`�� 1)(ITEMS#14-16,46-49,53-59,73,74&87-89&99 ARE NOT USED AND ARE 1070 TECHNOLOGY DR C)NAL1EN�v`� N.VENICE,FL 34275 NOT PART OF THIS APPROVAL. (941)•480.1600 SGD-5570 NTS 21 OF 21 i MD-5570.0 z A A LMILLER F.E. CERT,of aura.uzszae YNN P.E,rF 59765