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HomeMy WebLinkAboutProduct Approval, sliding glass door i lee ?p MIAMI•DADE . �S C�a aep 19 MIAMI-DADS COUNTY d a Cod h�Pnt PRODUCT CONTROL SECTION 11805 SW 26 Street,RoomI208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/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 (AIM. 1 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 f the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 115570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 11 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. NOA No.17-0420.06 Mi4Mt•DAD®courvry / j7 Expiration Date: April 14,2021 1100V f/l Approval Date: September 28,2017 Page 1 r PGT Industries Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-010 7.04) 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 j 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8717,dated 12/07/15,signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94. 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS,202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL 8546,dated 11/06/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS',202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Iric.,Test Report No.-FTL 8547,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS,202-94 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 02/111/16) r orge A 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 I i B. TESTS (continuer) 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 FB,C,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.04) 8 Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6337(samples A-1 thru A-5),dated 12/06/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by PGT,dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. _.. (Submitted under NOA No. 15-1210.01) ----� 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-2 PGT Industries,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED j C. CALCULATIONS (cont.) 2. Glazing complies with ASTMS-1300-09 i D. QUALITY ASSURANCE • i 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 09/30119. 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(Nonwhite)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,1nc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15116,expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc.j for j 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 under NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc.for their"SentryGlasb (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(ol Ultraclear,Clear and Color PVB Interlayers", expiring on 07/08/19. !, ! i 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 j E-3 f I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FSC-5th 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 I i i I I I i i Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No. 17-4420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 I SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING Gmup Maher substrate Frame Member Min.Edge Min, RATED FOR LARGE&SMALL INCLUDING POCKETS &900/1350 CORNERS Distance Embedment MISSILE IMPACT RESISTANCE P., oN m Pine a 611 mb 6/16 1 8- GENERAL NOTES: (SG-0.55) P-hock 9116" I-3/s• DESIGN PRESSURE RATING 1 GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. ate,.teat SMS G5 or Aluminum.6063.75• Hoad/S6VJamb 3/8" 118" ( ) SEE TABLES 1,2&B1,B2 2)DESIGN PRESSURES: Oto S.S.sMa 0.1zs•min.thickness P-hook are• /a^ A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (r4n.11 throadaM) steal,A36• Head/SIIVJamb 318' 0480• ON SHEETS 7&8 (0.080'min.thickness) NMI( 3/8• 0.060- B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A steal Stud,A853 Gr.331 Head/s4vklmb air 0.071"14 Ge. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .071•min.thieknaas P-h.ek 318• 0.071-114 Ga 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4•Elco Uttmcon P.T.Soutnom Pine Jamb 1• MID" INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS (S(teat dMiriP-hook 1^ 1.3/8• 1/4°qw 410 S.S.R•toFiox P.T.Southam Pina HaadISBVJamb i• 1318' SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FOC). SG-0.55 P-hook 1' I-We, 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B 012,steel rood screw(GS) P.T.Southam Fine H-US411Jamh tufa' 13/8• 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. GeO. P-hcok W16" flare• 6 REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION Con°rota MR11,1P-hook 1" 1-wr 1/4'Elco Ullmoan mn•2e65k• HeadJ94UJamb f3. 1-1/4' SOLUTIONS USA,INC.OR'VISION EXTRUSION,LTD.WHITE RIGID PVC HOA,VE 1000 TAN 202 AND LIGHTER SHADES unOroukd cMu, Jamb 1^ t-114• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA 1ASTM C-001 P4roak 1• 1-1/4• REFERENCES(TEST REPORTS):FTL-0337,6338,8646-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; Urtarautisl CMU, Jane 13/4• 1-114* CAMBRIDGE 535753-09; 1/4•qca 410 S.S.CretoFkx (ASTM C.Bo P-hook 13/4• 1.1/4• GENERAL NOTES.............1 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Concmto li-11siNJ■mb 13116• 1-3/4• EXAMPLE CONFIGS..........2 C min.3.35 ka P-hook 1• 13x4• HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concrete Head/SIIVJamb, 1.1/Y -INa. INSTALL DETAILS..............3-6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD,HAS BEEN TESTED TO COMPLY WITH THE FLORIDA mdn.2.22ka P-hook 1.1/2• flare• DP/ANCHORTABLES........7-8 BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). the Elea 10.6 S.B. UnprouU d CMU, - Jamb r 1-1/4• EXAMPLE............................9 Aggro-Gater .T.sowrem PAtaTM C+6o no tip4rook r 1-141 GLAZING DETAILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. pleaNsiw31 Jamh f• fe• 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED, SO-0.65 P-hook 1• 1• 6• ANCHOR LOCATIONS 11-16 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. concrete adrsuvJamb 2.112 1.3/6• PANEL TYPES...................17 Mn.2.85 ka P4wok 2-1121 1 B- U4'Eke Uttmeon EXTRUSIONS.....................18 ANCHOR NOTES: wpmuledemu, Jamb 2-lir 1.114' ACCESSORIES..................19 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY D ASTM ceo P•book 2.11r 1-114' SCREEN DETAILS.............20 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Generate HeedlSOuJamb 2-1/2• 1-314" REQUIREMENTS. 114•Elco 410 S.S.Cret.Fkx min.3.35 ks P hook 2 ifr 1316 PARTS LIST........................21 Unarauted CMU, JunD 2.1/2' 1.1/4' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. STM O_90)so P4wok a1/r 1.114 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 45 Imp 1yIng with tho Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Bulld•ng Costo GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. NOA-No. 17-0420.06 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Ewpirmlton onto 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 MFarn o 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.114-THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Materiel Min.Fy Min.Fa LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 92 kel 120 kel SUBSTRATE IS WOOD,309/FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: 410 Screw 90 kal 11D ksl SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2ofl FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggre-Gator 57 ksl 98 ksl •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco UltraCor Q 155 ksl 177 ksi INSTRUCTIONS: -ASTM E1300-09 410 SS Elco CreteFlex® 127.41re1 189.7 ksl 1 KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FORTHE :ALUMINUM DESIGN 5 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL,ADM-2015 8063•TBAIuMnum 18 its/ zz ksl .�ptV Ly NN SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI 5100 72 A30 Steei 36 its 68 ksl �� /Ljj ' GLASS/REINFORCEMENT. •AISC 360.10 or.33 Steel Stud 33 ksi 45 ksl `� :' JCENSF'•.�j_ 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR =.)k i N°•567Q5 HEIGHT, 4, VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/16 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES J ROSOWSKI / SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE ® 7 DISTANCE. ',F F!o)ZfvP,.•'' P4)FROM THE RESSURE S MET DESIGN PRESSURE TABLES USE THE ANCHOR QUANTITIES TRE SHOWN HE OPENING'S REQUIRED DESIGN C0107 TECHNOLOGY DRi UPDATED TO FBC 2017,VINYL MFG. 04/05/17 ,�/�aSt/ONAG fENG��• 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 NTS1 OF 21 MD-5570.0 A A.L P EOMI�•P.E. CERT-OF AUM 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 &2 +� PER TABLES 1&2 PER TABLES 1&2 , PER TABLES MAX.UNIT / MAX.UNIT / / a MAX.UNIT a e MAX.UNIT3HEIGHT a e I� HEIGHT �^ HEIGHT / / 9 �" HEIGHT V �" PER PER TABLES 1&2 PER TABLES 1&2 / / PER TABLES 1&2 / / / / / / / z 1 wrT I 1 aoem r 1 Pocxsr TABLES 1+ &2 poc o r J J-- J 1 fir-J J 1-PANEL , 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS + 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 1 � D MAX.UNIT 1 3 �� ii HEIGHT / MAX MAX.UNIT � PER Ha6aoTExeeT .HEIGHT SIHEIGHT &2 PER TABLES 1&2 /Y / PER TABLES 1&2 J� g 1_— J J CORNER,MECO 6-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS+ + OUTSIDECAANER9NOWRINBNECORNERSWIlAR PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as complying with the Florida Building Code NOM,PANEL WIDTH NOM.PANEL WIDTH NOA-.No. 17-0420.06 PER TABLES —1&22 PER TABLES 1&2 Fxplratlon Date 04114/2021 —_— ■ Bymo- I3 Miade Product control MAX.UNIT tit ] a MAX.UNIT a 9 HEIGHT s a �" HEIGHT PER TABLES 1&2 h h APERTABLES� 1&2 / IN vocKEr IN J —� 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "O"=NOPERALBLE PANEL NOM PE PANEL DLO IANEL WIDTH DTH NOM.PA PANEL WIDTH+NEL WIDTH- 913/16" `aY LY 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB `.1161 oN•....•N 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 �• OCENSF'��(� POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1l2" *; NO-58705 2)90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING CLAS$DOOR N09(LM) 10/05/15 ]�T. 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS J ROSOWSKI REVIEWED BY THE AUTHORITY HAVING JURISDICTION. cDFrR CHrezD»FK3T IRDus7RIEs,IHC. NO CHANGES THIS SHEET, 04/05/17 �' / ��RIDP,,.•G��`�� F—DETAIL LETTER pLLRIGHTSRESERVED '//ZONAL 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. ® 1070 TECHNOLOGY DR N.VENICE,FL 34275 5 MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' —SHEET NUMBER (941}480 1800 A.LYNN MILLER,P.E. • CERT.OF AUTH.819,' SGD-5570 NTS 20F21 $ MD-5570.0 A p.E.0 58705 DETAIL Al DETAIL 131 METAL TYP.,SEE ANCHOR THRU 1X WOOD ASTRAGAL DETAIL C11 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 0YT0 MASONRY FACMG EXT. INTERLOCK INro METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH — 1/4"MAX. REQUIRED IF DOOR 19 HEIGHT IS OVER 96' TYR ANCHOR TYPE, 94 MAX 29.O.C. 91 EMBEDMENTAND �;i' 22R EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE "' 71 TABLE q o a TABLE A,SHEET 1& - So DAYLIGHT 1D INTERIOR NOTE 3,BELOW -OPENING 25 6 0 WIDTH o o e 33 EMBEDMENT EDGE :" ~ (4)THRU KEEPER(�MAX 90 EDGE .�'•'" 00 g2 3.S O.C.,SEE SHEET 19 DISTANCEjr•.• 29 026 EXTEPoOR DISTANCE TE SEE NOTE S. 94 I 1 26 20 `flJ 27 20 9THHISISSHE B. 1/4"MAX. —►I THIS SHEET I I SISE NOTE D, HE / 1X OR 2X WOOD 32 THIS SHEET EMBEDMENT e BUCKSTRIP,SEE SEE NOTE 6,THIS SHEET 29 ANCHOR NOTE 3,SHEET 1 #8 X 3/4"SMS REINFORCEMENT SCREW;7 I--————— 63 PER STILE,LOCATED AT CENTERLINE AND 6', TYEl ANCHOR TYPE, PLATE AT ) HORIZONTAL SECTION(XXX SHOWN) 9'&12"FROM ENDS(FACTORY INSTALLED). EMBEDMENT AND EVERY � EDGE DISTANCE PER ANCHOR 1 DETAIL B2 SUBSTRATE,SEE LOCATION i DETAIL C2 DETAIL D2 _� TABLE A,SHEET 1& DETAIL A2 INTERLOCK INTO MASONRY _ s °M NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INTO 2xwooD REQUIRED IF DOOR EMBEDMENT FRAMING,SEE ANCHOR 19 DAYLIGHT 21 HEIGHT'IS OVER96° f 1 NOTE 3,SHEET 1 OPENING 91 1/4"MAX INM'OR I PRODUCT REVISED WIDTH 22 EDGE I I as eompiyIng with the Florida P 1 DISTANCE I I 6ullding Code 7 Lr Non-No. 17.0420.06 NP.ANCHOR TYPE SEE NOTE 8,THIS SHEET I 1 Expiration nate 04/14/2021 EMBEDMENTAND_ 28 R z7 z6 2s EDGE DISTANCE PER d 93 23 6 TYP.-ANCHOR TYPE, SUBSTRATE,SEE a EMBEDMENT AND P q Minoto e pro uet control TABLE A,SHEET 1& 31 q o o P EDGE DISTANCE I 1 NOTE 3,BELOW T PER SUBSTRATE, 1 SEE TABLE A.SHEET EDGE �o 90 4)THRU KEEPER Q MAX 1&NOTE 3,BELOW 1 EXTERIOR 1 DISTANCE 3.6"O.C.,SEE SHEET 1B uuutxxnV' n PANEL WIDTH L V J 1/4"MAX. ANCHOR TElCMU PER ASTRAGAL MAYBE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) INTERIOR OR ���' ANCHORS,SEE & EXTERIOR DIRECTION. �����,ONY.LYNIV �•," TES ALL PARTS IDENTICAL. �%`a�. 1IGENS 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHE DETAIL SHEET 19 Q' F ' ! 2)REFERTO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTILES, O O No.58705 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED I VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND j` 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-SECT. J ROSOWSKI FRAME ANCHOR LOCATIONS. ® O�•, srATE OF :•��� 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. FOR cDPrRICHTozD17 PGTIHousTRIES.INC, k NO CHANGES THIS SHEET. d� 04/05/17 %;�S '•��ORIDA L 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS z7 20 ALLRIOHf3RE9ERVED �S'/p REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR 77,E INA THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HO (941)-480-1600 SGD-5570[11 NTSIII 3 OF 21 $ MD-5570.0 1491 A A.LYNN MILLER,P.E. CERT.OF AUTH.020296 P.E.B 66706 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO tX SUCKSTRIP SU SONRY AND TDGE RATE,ISTANCE EE ABLE A,SHEET ER lwrow000 INTO MASONRY INTO METAL DADE APPROVED MULLION,COMPLIANT ALUM NUM/S EELBC 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEEANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET 177SUBSTRAE,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 - EMBEDMENTri 1/4°MAX.J e 1/4"MAX. 1/4"MAX. e `114"t AX. 11 8 1/4"MAX 1 1X OR 2X WOOD u / Q BUCKSTRIP,SEE u e TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND s ANCHOR NOTE 3, 7 SHEET 1 e EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A;SHEET 1&NOTE 3,THIS SHEET NOTES / LOOKFOR SnLEs, 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ASTRAGALS, 2)REFER TO ANCHOR NOES,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) S)SEE SHEET 2D FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHTOPENING O PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL FRAME SEE HEIGHTSILL RISER LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTE 6, EXACT DIMENSIONS, as comptn with tho Florida THIS SHEET VARIES WITH Bullding Coda REQUIRED NOA-No. 17-0420.06 EXTERIOR POSITIVE Explmtlon Date 04/14/2021 DESIGN zs a 390—rl 1— PRESSURE, -By -- O e2 PRESSURE, 390-►1 F+— mlam a Product control SEE SHEETS EXTERIOR 87 0 82 O 7&8. .390-1 1,• �Tf 33 OR(B }-►I rl.39D I 2.947 LI I 2.370 1/4"MAX � 42 N4z SHOWN � 1.793 �7 3.484 4.041 GROUT AS I s #43.45 ALSO APPLY 823 L L 1.917 NEEDED,SEE �7T ANCHOR NOTE 13 2 12 9 p 2-112"=TOTAL 060» 060 .080 060 5,SHEET 1 e O IW'MAX. s O1 IJ SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER �L J az(2-1/Z"TOTAL 4s(3-1/2"TOTAL �4 (4-1/18"TOTAL e5 (4-5/8"TOTAL �� V Ly SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ��pa�1, uCENSF'•,!� EMBED- ' >°. ; EMBEDMENT "ROR ST * No.58705 MENT , 0 € VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 = ; °EDGE TYP.ANCHORTYPE, TYP.ANCHORTYPE, INSTALLATION,VERTICALX-SECT. 1+a JROSOWSKI '�D DISTANCE EMBEDMENT AND 2X WOOD BEMBEDMENT AND ® ,n., STATE OF (V EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE cOPYRIBHTa1017 PGTINOUSTRIES,iNc, d NO CHANGES THIS SHEET. 04/05/17 '�F�'• ���` CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, ALL RRIHrs RESERvm 'i,S/0 PERANCHOR DETAIL F1 SEE TABLE A, DETAIL F SEE TABLE A, 1070 TECHNOLOGY 5 J7JJ#NAL.j1LL�� REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE, 34275 INTO MASONRY THIS SHEET INrowooD THIS SHEET (941)-480-1600 o0/ SGD-5570 NTS , 4OF21 i MD-5570.0 9� A ALYNN068705 MILLEFI,P.E. P.ES#58705 71 ��L—JOO INTERIOR35 INTERIOR 4 OOR 28 71 18 (4)THRU KEEPER d 2 69 88 @ MAX 3.6'O.C., (SO 20 37 96 MAX 18.5'O.C. I TERIOR SEE SHEET 19 3s� 1 o INTERIOR DETAIL H2 19 EXTERIOR go- go 0' 0 o (� 88 (4)THRU KEEPER @ MAX a OUTSIDE CORNER Flo[ 3.6 O.C.,SEE SHEET 19 11 JJ f5 �❑ 40 OR o t5 90° u OR 0� o❑ o 94 ' b ti�y1 0 MAX 18.6.O.C. o❑�, EXTERIOR EXTERIOR 26 29 v 135' O v 41 0 90° 33 39 q DETAIL G1 DETAIL H1 MAX 18.8'O.C.94 ❑ INSIDE CORNER OO INSIDE CORNER 40 EXTERIOR INTERIOR 41 (4)THRU KEEPER fie RIOR 98 (off MAX 3.6'O.C., Jl, SEE SHEET 19 v \T\`c4p 19 O 2 Q O PRODUCT REVISED as eomplyyingg with the Florida Building Codo NOA-No. 17-0420.06 O 135° Explratlon Date 04/14/2021 Q INTERIOR - gy nuaml-D do Product CoW l oo® ' NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. Q2)SEE SHEETS 14 815 FOR ANCHOR LOCATION 8 SPACING,FOR ANCHOR 25 28 �L1� 3)COR R ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, \�� NY.LYNN DEPENDING ON CONFIGURATION. MAX 18.5.O.C. 19 6sNo.68705 1, VINYL SLIDING GLASS DOOR NOA(LM) s 10/05/15 =* (4)THRU KEEPER@MAX - a.s'o.c„SEE SHEET19 DETAIL G2 �OR CORNER ASTRAGALHORIZ,X-SECT. m` JROSOWSKI 135. ® %�'n'•• •��': OUTSIDE CORNER CO"RIGHd�o�6PWIN ,RESERVED INc. NO CHANGES THIS SHEET. 04105/17 ts'••;c(oRIOP,.••G\���� 1070 TECHNOLOGY DRNALiE����� N.VENICE,FL 34276 (941)-480-1600 SGD-5570 NTS 111 5 O 21 x MD-5570.0 �z A A.LYNN MILLER,P.E.CERT.OF RUTH.92M- P.15058705 „ . DETAIL 11 DETAIL 12 OPTIONAL NOW a IMo MnsONRv IMO MASONRY STRUCTURAL i:.. CONCRETE/CMU ANCHORS FOR �o EDGE INTERIOR POCKET INTERIOR 21 22 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE- 28 ISTANCE PER ANCHOR JAMB S1 28 RO. AND EDGE DISTANCE PER . : REQUIREMENT INTERIOR POCKETS MUST SEE FIG 1, o 33 SUBSTRATE,SEE TABLE A, e. THIS SHEET 30 FIGURE 1,I SHEET 1&NOTE 3,BELOW „ NTERLoacs A7 PocXETs: INCLUDE A NON-STRUCTURAL, •' °'•' FOR DOOR HEIGHTS 96”AND LESS: FRAME JAMB TO REDUCE THE ;a' 4' 10 + , ' OPT. POSSIBILITY OF WATER 21 c� _ ,; ,. ANCHOR INFILTRATION. P,'• 1�4""MAX. to 1T orr. EMBEDMENT '�. .!d ` 31 "'1`i 17 OPT. POCKET BY OTHERS,SEE = NOTE 6 BELOW. d ' e EXTERIOR o FOR DOOR HEIGHTS OVER 96" MEIaTEI418Ep ' OPT. nn 114"MAX. ` e V fo' 87 21.9° +; + ANCHOR >...• , MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT• EXTERIOR CONCRETE/CMU SE FIG 1,31 'crJ 30 EDGE PER ANCHOR THIS SHEET AND EDGE DISTANCE PER DISTANCE REQUIREMENT ANCHOR 27 SUBSTRATE,SEE TABLE A.SHEET 1 d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET � 81 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER SHEET-1 SUBSTRATE,SEE TABLE 4,SHEET 1;ANCHOR LENGTH TO A, BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE - FRAMING,SEE ANCHOR ascomp with tho Florida jT DISTANCE NOTE 3,SHEET 1 .8u0A no Co11e OPT.ANCHOR Noa-No. 17-0420.08 DETAIL 13 OPT.ANCHOR Expiration Date 04/14/2021 INTO METAL EMBEDMENT — sv OPT. 17 OPT. lam a Product ContraEMBEDMENT 114" o DETAIL 14 1/4" o MAX q INTOwOOO E%TEnRI�ORV SEE FIG 1, STHIS SHEET 31 (�,THI �R 27EXTERIIOR �91 EXTERIOR POCKET `��ON1`� 5 ?//� EXTERIOR POCKET No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ.X-SECT, b J ROSOWSKIjt4-11 - 2)REFER TO ANCHOR NOTES,SHEET 1. 'STA1�n f 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. COPYRIGHT®2017 PGT INDUSTRIES,Mr. z NO CHANGES THIS SHEET. 0� 04/05/17 '�i�CCs '•Ft GRID?.•'GN 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ALL RIGHTS RESERVED "7,,ZONAL 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}480-1800 SGD-5570 NTS g 8 OF 21 Jill MD-5570.0 A A.LYNN MRLER PE. CENT.OF AUTR..N20290 tiP.E.N 58705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A 80" 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68.15/16'DLO Height 72-15116°DLO Height 84-15/16°DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement 025 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Reinforcement#27 A B I C D A B I C D ' A B Cj D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +60/-60 psf +60/ 0 psi +60/60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(FSC:FOR C3+1,3 ANCHORS 1g 1/6° Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24° DLO P-hook 7 7 7 7 7 7 7 7 8 8 8 6 Jamb 6 5 5 5 5 5 6 5 5 6 5 b MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB, Design Presswe +60/•60 psf +60/-60psf +60/-60 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 251/8° Head/SIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS,. 30° DLO Width Jamb 5 5 5 5 5 5 5 5 6 5 5 6 P4rook 7 7 7 7 7 7 7 7 8 8 0 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf 31-1/8" Head/SIO C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 a 38° DLO Jamb b 5 6 6 5 5 5 5 5 6 6 5 Width P-hook 7 7 7 7 7 7 7 7 8 6 8 6 zDesign Pressure +60/-60psf +60/-60psf +60/-60psf 37-1/8° Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42" DLO TABLE B1: Width Jamb 5 5 6 5 5 5 6 5 5 6 5 5 Water-Limited FIG 1: P-hook 7 7 7 7 7 7 7 7 a 8 8 8 (+)Design Pressure �2H Design Pressure +60/-60psf +60/-60psf +60/40psf Sill Nom,Sill May-(+)DP 43-1/8° Head1Slll C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Riser Height Allowed DOOR ASSEMBLIES 48 WldOlh Jamb 5 5 5 5 5 6 5 5 5 5 6 5 INSTALLED WHERE THE None 1-11/16° See Note 2 PRODUCT REVISED P-hock 7 7 7 7 7 7 7 7 6 6 6 8 w OVERHANG(OH)LENGTH IS as complying with the Florida 42 2-1/2" +38.7 psf = EQUAL TO OR GREATER THAN Building code 43 31/2" +60.0 psf p THE OVERHANG HEIGHT IS NOA-.0. 17-0420.06 USED IN EXAMPLE ON SHEET 9 44 41116° +60,0 psf EXEMPTED FROM WATER Expiration Date 04/14/2021 - 45- 4b18" +60.0 psf INFILTRATION RESISTANCE. - _ By �- -- - - - DLO WIDTH=NOM.PANEL WIDTH-8-9/16' DLO HEIGHT=DOOR HEIGHT-11-1/16" ��v`vv1t�(ILYNrr/rrr�i PANEL HEIGHT=DOOR HEIGHT-2-1/2" TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 '*? No.saps 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 1 ' AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE o J ROSOWSKI ;A: 1$ 7- ;�Yz 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® 10 1E ' . RISER IS NOT REQUIRED,IF 80,+DP'S SHOWN IN TABLE 1 MAY BE USED. COPYRIGFR®2017 PGT[NOJURIES.INC. a NO CHANGES THIS SHEET. 04/05/17 'i��s• �tOR...... 3)SEE SILL RISER TYPES ON SHEET 4. AMR] $RESERVED 107 TECHNOLOGY DR 4)SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 8)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD5570 NTSIMI 7 OF 21 MD 5570.0 $ A A't N IAILLER,P.E. CERT.OF AtrrH.129296 P.E.0 69705 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• 9&' 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement 1129 68.15116"DLO Height 72-15f16"DLO Height 84-15/16"DLO Height 98-15116"DLO Height 10&16/16"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 HD Interlock Reinforcement#28 A B C D A B C D A B C D A B C D A B C D CONSIDERED,SEE TABLE B2,THIS SHEET. MP+ook +100/400 ps/ +100/-100 psf +100/-100 psf +60/-65psf +60/-85 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-118' C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+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 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO MIDSPAN OF PANEL). Width5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 TOTAL#OF ANCHORS THROUGH THE JAMB. 7 7 7 7 7 7 7 7 6-T 8 8 8 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100 psf +100/-100 psf +100/-100 psf +60/-65 psf +60/-65 psf PERPENDICULAR TO THE GLASS. 25.18" Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 I 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 6 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 1 7 8 8 8 6 9 9 9 9 10 1 10 1 10-1 10 Design Pressure +1001400 psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf FIG 1: 31-1/8" HeadISlll 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 I C3+1 133+1 C5+1 C3+1 C5+1 C3+1 OH LENGTH 36" DLO Jamb 5 6 6 5 5 6 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 hDOORASSEMBLIES Design Pressure +100/-100psf +100/400psf +100/-100 psf +60/-65psf +60/-65psf 0 INSTALLED WHERE THE 37-118" Head/Sfll C6+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 CS+2 C5+2 G3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C6+1 C3+1 2 OVERHANG(OH)LENGTH IS ig L 42" DLO Jamb 6 5 7 5 6 5 7 5 5 6 B 6 6 8 6 8 6 6 7 6 = EQUAL TO OR GREATER THAN Width O THE OVERHANG HEIGHT IS P-hook 7 7 7 7 7 7 7 7 B 8 8 8 9 9 9 9 10 10 10 10 EXEMPTED FROM WATER zDeslgnPlessure +100/-i00psf +100/-i00psf +92/-92psf" +60/_65ps1 +60/-85 psf INFILTRATION RESISTANCE. 43-1/8" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C6+2 C5+2 I C3+2 C5+2 C5+2 C5+2 05+2 7C5+2 C3+1 05+2 C3+1 C5+2 C5+1 C5+2 C3+148" DLO iamb 5 6 7 6 5 5 8 5 5 5 9 6 8 7 6 6 B 8 6Width TABLE B2: PRODUCT REVISED -hook7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 10 10 10 10 as eomplyIng with tho Florida Design Pressure +e0/-80psf +80/-80 psf +80/-80psf +60/65psf +54.1/-88.7 psf Water-Limited Building Ca a 49.1/8' (+)Design Pressure NOA-No. 17-0420.06 54" DLO HeadIS81 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 C6+2 C5+2 C5+2 C5+2 C5+2 Width Jamb 5 6 8 5 5 5 7 5 6 5 8 6 6 6 8 6 6 8 B 6 SIO Nom.Sill Max.(+)DP Expiration Date 04!1412021 P-hook 7 1 7 1 7 7 7 7 7 1 7 8 e 8 1 8 9 9 9 9 .10 10 10 10 Riser Height Allowed ey Design Pressure +80/-wpsf +80/-80psf +80/-80 psf +59.1/-64 psf +49.6/M.7psf None 1-11116" See Note 2 Mia Product control 55-1/8" Head/8111 C5+3 C3+2 I C6+3 C3+2 C5+3103 C6+3 C3+2 C5+3 I C5+2 C5+3 C3+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 55+2 42 2-1/2" +38.7 psf 80" DLO Jamb 6 6 8 5 6 6 7 6 5 5 B 5 6 8 8 6 B 8 8 8 43 3.112" +60.0 psf Width P-hook 7 7 7 7 7 7 7 7 B 1 8 1 8 I a 9 9 1 9 8 10 10 10 10 44 41116" +80.0 psf •+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 1 4518' 1 +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9/16" �� r DLO HEIGHT-DOOR HEIGHT-11-1/16" LYIVIV4f�•,,� PANEL HEIGHT=DOOR HEIGHT-2-1/2" �� �`�`••tikcervse' �! TABLE NOTES: = .r No.58705 VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 / * _ 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED.THE LESSER VALUES OF EITHER TABLE 2 -0 N AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE m* J ROSOWSKI �?JO. 57ATEg 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL Ry. .'�. RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. COPYRioHresO�T varlRnusTwEs,INC. NO CHANGES THIS SHEET. $�� 04/05/17 �'i t`s.F�oR... 'G�\�� 3)SEE SILL RISER TYPES ON SHEET 4. nu mOHrs aesERveO �i,�5'70NAL 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 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 1991A A.LYNN MILLER,P.E. CERT.OF RUTH.129280 y P.E.#58705 EXAMPLE' U NOM.PANELS, SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X INTERIOR CENTERLINE CENTERLINE 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION- , @ INTEwoR POCKETS FRAME JAMB REQUIRED HEAD SPLICE; �OF INTERLOCK f OFINTERLOCK ANCHOR INFORMATION. 84" e- CENTERJNE CENTERLAfE I CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX oFPavE1 s OF PANEL 2 OFPANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.8 PSF POCKETBY OTHERS,SEE NOTE S, SHEETS "+2" "r2"ANCHORAGE, 28-318'MAX. g• _ ANCHORAGE, SHEET I2 '+:"ANCHORAGE, MAX. 8° SHEETI2 SHEET 12 "C3"CLUSTER, SHEET EXTERIOR SHEETI2 SHEET I2 ENDANCHORAGE SEE POCKETJAMB (MIN.1 ANCHOR) EXTERIOR SPLICENOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL ANCHORS MAY SHEET 6 L1 P)=(3-TRACK) TO AID IN BE ADDED INFIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FO RADDITIONAL OF INTERLOCK OFINTERLOCK ANCHOR INFORMATION. S. CEN7ERUNE CENTERLINE CENTERLINE MAX OFPANELI OFPANPL2 OFPANEL3 POCKET BY o 00 0 EXTERIOR INTERIOR OTHERS;SEE NOTE B, o 0 o 0 0 0 0 SHEETS +2' "+Y ANCHORAGE, 26.3f8"MAX. S• ANCHORAGE, SHEETII '*2"ANCHORAGE, MAX. �/ SHEET II SHEET II "C3"CLUSTER, 'C3°CLUSTER, EXTERIOR SHEETII SHEET II END ANCHORAGE W"MAX 221 6" FRAME JAMB SEE POCKFf JAMS (MIN..I ANCHOR) REQUIRED@ INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS PXXX(3-TRACK) PRODUCT REVISED 1 KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1 8 2 as com lyIng with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Ca a +4821-58.6 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 Dato 04/14/2021 -- PRESSURE REQUIREMENTS. TO BE 2"V,D.C.OR LESS FOR WOOD INSTALLATION USING ANY I Head/3111 I C3+2 NOamhDa roduet t:ontrol ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb I5 1 SHOWS ANCHOR REQUIREMENTS OF: P hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERUNEOFENO PANEL B"MAX. 6"MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT OPT.ANCHOR THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25.30,OTHERWISE ANCHORS ARE NOT REQUIRED AS LYNf ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: TE ANCHORS):S SILL(INTERMEDIA SHEET 11 FOR THE"+2 ANCHORS AT THE) H DETAILS DETAILS MIDSPAN OF EACH PANEL. No.58705 JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL — �AO A)SHEET2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE S J ROSOWSKI �,LOCATIONS OF CROSS-SECTION DRAWINGS. R ® �0�'., — B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYRI(iM R2017rt P es,INC. a NO CHANGES THIS SHEET, iA 04/05/17 :����'•,F[ORIOP.•''G\=�` C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: �1S70NAL�� D)SHEETS 4 818 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD 8 SILL:SHEET 4 1070 TECHNOLOGY DR � 'T j I1 i 1 I I i IT`S E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. N.VENICE,-1 34275 JAMB:SHEET 3 (941 X60-1800 A.LYNN MILLER P.E. F)SHEET 21 FORA BILL OF MATERIALS. P-HOOK:SHEET 6 CrRT OFAUTH 42M6 SGD-5570 NTS 9 OF 21 MD-5570.0 $ A p,E�68788 1-1n6"NOM. 3116 HS GLASS PVB 3/16""/S GLASS 3116"/HS GLASS 3116'/HS GLASS 3116 ANNG ASS K7/ .090,PVB -090°PVB .090'SG 7/16°AIR SPACE 3116ANN GLASS PAINTED/ 3116'HS GLASS pA1NTEU! 3n6"HS GLASS3/16°TGLASSLAMINATED LAMINATED PAINED/ E SURFACE e9 0 81 SURFACE 80 B1 LAMINATED IS e3 ED O — —— — _— SURFACE Ea EXTERIOR ,- -- ila aEX7E�DR , aE]C7ERIOR PRODUCT IS"EXTERIOR- I PRODUCT IS'EXERIOR- I PRODUCT IS"EXTERIOR- PRODUCT IS'EX7ERIOR•GLAZED"IFtf80-81 IS 7E8"NOM GLAZED'IF#80-81 IS 7/8'NOM. GLAZED"IF#80-81 IS 718°NOM. GLAZED"IF#82-831S'TOWARDS THE EXTERIOR.I I GLASSTOWARDS TFiE EXTERIOR. I GLASS 70WAR05 THE EXTERIOR I GLASS TOWARDS THE EXTERIOR BITE I I BITE I I BITE a IN ERIOR I aI1-- 49�7ERIDR aIN,ERIDR GLAZED"IF1180-81 SDUCT PRODUCT IS OR I IPRODUCTIS 79 GLAZED•IF#80AE SIOR- I 79 GLAZED'PRODUCTF i/8 SIS ORI79 G GLAZED"IF 1182.83 SIOR- I, TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR. I - TOWARDS THE INTERIOR SE� 83 SEE88 SEENOTE2, B6 SEENOTE2, . THISSH E 2, THIS SH E 2, THISSHEET THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE: "ANN"=ANNEALED "HS'=HEAT STRENGTHENED JCE CONE #AN MELT BUTYL '"T'=TEMPERED STRUCT1-1116 NOM. 1-1/16"NOM. "PVB"=.090"TROSIFOLO PVB INTERLAYER rH SILI3116°HS GLASS 2116°HS GLASS BY KURARAY AMERICA,INC. sTFtI1CT3n6"NOM. -090°PVB .090"SG "W=.090"SENTRYGLASO INTERLAYER POLYISOBUTYLENE114"NOM. WITH DESICDESIC3116"HS GLASS 78 76 3116"HS GLASS 75 78 BY KURARAY AMERICA,INC. 1 F�CT.GLASEXT.GLAWiVAIRSPACE 77 78 7/16"AIRSPACE 77 78 PRODUCT REVISED 3118"T GLASS 3/16 T GLASS as complying with the Florida PAINTED/ PAINTED/ B91hi ng Codo O82 0 83 LAMINATED 82 0 83 LAMINATED NOA-No. 17-0420"OB SURFACE O SURFACE expiration Date 04/14/2021 -- -- NT.GLASS GLASS ��rL',EXTERIOR- _ _ _ _ _ _ EXTERIOR __ _ _ _ _ _ _ - By PRODUCT IS TXTERIOR- I I PRODUCT IS°EXTERIOR- \ Miami- ad~ ro~uct•Control KODISPACE SUPER GLAZE(Y'F#82-83 IS 7/8'NOM. GLAZED"IF 982-83 IS 718"NOM. TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTERIOR I GLASS 78 4SGTPS 76 SPACERUNXT1h1 I O I SITE I I SITE a INTERIOR ' a INFERIOR ALUMINUM PRODUCT IS'INTERIOR- I I PRODUCT IS"INTERIOR I I REINFORCEMENT pOLYIso- DESICCANT FILL AREA GLAZED"IF#82.83 IS I 7e GLAZED"IF i182.831S I I 70 BUMENE TOWARDS THE INTERIOR. TOWARDS THE INTERIOR 6116"NOM. SEAL 51161 NOM. I I 8s eUMiA SILICONE SEAL SEENOIE2 THISSHSEE E2, ROLL-FORMED TMS SHEET THIS SHEET 1 111 11 J 7/ TEsI FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 ` �ON cELy NNroM E(T,GLASS NOTES: ' EXT.GLASS 1)BACKBEDDING SURFACES SHALL Q NOT BE PAINTED OR LAMINATED. Q VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 *: No.5x8709 T.GLASS INT.GLASS 2)PRODUCT MAY BE EITHER GLAZING DETAILS & J ROSOWSKI INTERIOR OR EXTERIOR GLAZED, 7M PROVIDED COPYRGHi®2017PGTP0U8TRIES,INC NOCHANGESTHISSHEET. d� 04/05/17 R ` DURASEAL XL EDGE �.'F' 40RION . 77 7e OFALAMINATEDGLAZINGUNITIS ALL RIGHTS ekTil •••••-••• �G" SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 N VENICE,PL 34275R � ''��70NAL IE\��`� (941)480-1800 A.LYNII MILLER P.E. GQt7 OF Al RH CAM SGD-5570 NTS 110 0E 21 1 MD-5570.D A REA 58708 R SILL CLUSTER ANCHORS LAYOUT: SILL"+ INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK PANEL CENTERLINE —4" CENTERLINE 4' CENTERLINE 4" ��5{T{�p��..• CENTERLINE 4" CENTERLINE EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'Cr 2-TRACK CLUSTER"C5' 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE -- - - ANCHOR LOCATIONS ANCHOR LOCATIONS •+1'ANCHOR LOCATION "+2"ANCHOR LOCATIONS .+3'ANCHOR LOCATIONS ASTRLAGALOR ASTRAGALOR PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE CENTERLINE 4° CENTERLINE 4" CENTERLINE CENTERLINE 4" 4" AL0 0 0 EXTERIOR �H 3.22" EXTERIOR 3.22" EXTERIOR EXTERRIOR 3.22" EXTERIOR 3•TRACKCLUSTER'C3' 10, 3-TRACK CLUSTER"CS' V 9•TRACK INTERMEDIATE v 3-TRACK INTERMEDIATE v 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCKINTERLOCK CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4° 4" o 0 0 0 MR ERIEXTERIOR 3.22" EXTr+fE-1RyIOR 3.22" EXTEERIIEXTOR EXTERIOR -- - 4TPACK CLUSTER v 47RACK CLUSTER 4-TRACK INTERMEDIATE 1�5 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE "CANCHOR LOCATIONS TV ANCHOR LOCATIONS '+1=ANCHOR LOCATION "+2'ANCHOR LOCATIONS °+3'ANCHOR LOCATIONS 3' NOTES: FIGURES PERTAIN TO THE FOLLOWNGb'N. 1)ALL DIMENSIONS SNOWN ARE BAS DON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK. 2,375" " DISTANCE IS 2.376376" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: HeadISPI 1 PRODUCT IldIn ylny REVISED thoFlorida �\����0 �(ILYNAI �.,1' PJamb 5 NOA-No. d 17-0420.06 `�pa� •''AICENSLe''�(� FIGURES PERTAIN TO THE FOLLOWING SILL `;•• '.�'! CLUSTER ANCHOR LOCATIONS: Explr"On Dat 04/14/2021 No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By IYlTami-D a Produe Contro O: I• ANCHOR LOCATIONS A f� J ROSOWSKI :�0�. nTe DT ;'�Qj` COPYFYIGHLL R2�FiT8INEDRU�TRIEe,NC. NO CHANGES THIS SHEET: 04/05117 "rsSIONALLENG�\` Head/Sill I (C%1 1070 TECHNOLOGY DR Jamb 1 5 1 N.VENICE,FL 34275 P-hook 7 (041}480-1600 SGD-5570 NTS 11 OF 21 MD 5570.0 t A A LYP TeaTas NN MLLM PE CERT.OF AUTH.#?B1BE HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGALOR PANEL PANEL INTERLOCKINTERLOCK 4° PANEL CENTERLINE 4" CENTERLINE 4„ CENTERLINE 4" CENTERLINE CENTERLINE - EXTERIOR 3.22" EXTERIOR 3,22" EXTERIOR EXTERIOR 3.22 EXTERIOR V 2-TRACK CLUSTER"C3' 'D 2-TRACK CLUSTER"C5' ID 2-TRACK INTERMEDIATE \/ 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE _. ANCHOR LOCATIONS ANCHOR LOCATIONS 4+VANCHOR LOCATION '+2"ANCHOR LOCATIONS 43'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK— INTERLOCK PANEL PANEL CENTERLINE CENTERLINE 4" CENTERLINE 4„ CENTERLINE CENTERLINE 4 75' 4" EXTERIO —� 3.22" EXTERIOR —'I 3.22" EXTERIOR EXTERIOR EXTERIOR —� 3.22" IATE 34RACK CLUSTER'C3' -+V ANC INTERMEDIATE � 3-TRACK INTERMEDIATELOCATON3-TRACK ORINTLOCATIONS ION 3-TRACK CLUSTER'CS" '+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3°ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK 4o INTERLOCK—"' 4' CENTERLINE CENTERLINE CENTERLNE 4" CENTERLINE CENTERLINE EXTERIOR 3.22" EXTERIOR 3.22 EXTERIOR EXTERIOR IEXTERIOR 3.22" 1-1 �I-Iy 4-TRACK INTERMEDIATE lu 4-TRACK INTERMEDIATE47 15 4-TRACK INTERMEDIATE43' �J 4TRAGKCWSTER v 4-TRACK CLUSTER 1+1'ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS -- --- °CTANCHOR LOCATIONS 'C5°ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THEFOLLOWINO HM 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.375" FOR ALL•HEADS: 2)TRACK-70 TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: PRODUyCTg wERh S Forida �.AAAIA Head/SUI +1 ewldlne Cada .� A`2�0�•" Jamb 5 NOA-No. 17.0420.08 ��; tres6'•�C� F S AINTD THE FOLLOWING HEAD P-11001( 7 CLUSTFRANCHORLocAnovs Eaplratlon Date 04/14/2021 N0.5870b VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 13Y Mtn -Da rodue Control �•'L I ANCHOR LOCATIONS B 8� J ROSO. '��,p'•. ST EO COPYRIGHT02017 GGTTINNDDALL RIGHTS �RIEs,INC. NO CHANGES THIS SHEET. 04/05/17 �'�.S�� NALIENA�� HeadlSin I 631 1070 TECHNOLOGY DR Jamb 1 5 N.VENICE,FL 34275 P-h00k 7 (641}48x 1600 A.LYNN MILLER,P.E. CERT.OFAVM.a2sxae SGD5570� NTS 12 OF 21 j MD-5570.0 A P.EJ158705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES FER MIN*oTHE FOLLOWING JAMBAHCHORLoraT«as: ►I r '2.375" 4.76" 7.125" 6" MAX. 21.6" 21.6" 21.6" Head/Sill C3+1 J9mb 5 MAX. MAX. MAX. EXTERIOR EXTERIOR EXTERIOR P-hook 7 O.C. � O.C. � O.C. OPT.ANCHOR TO AID IN ALIGNMENT NOTES: j 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 2-TRACK FRAME 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ V X.500" PER END @ 1°X.500- PER END @ 1"X.500` SILL SILL EXTERIOR SILL , EXTERIOR — — f3 EXTTEEWOR 6" (3)TRACK WEEP HOLES EVERY 24"@ 1.126"X.190"; (8)TRACK WEEP HOLES _ (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125°X.190";; EVERY 2,V'@ 1.125"X.1 90', �\ TO AID IN 24"@ 1.375"X.5.001 (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375"X.600° 24"@ 1.375"X.500' NOTES: 1)SEE TABLES 18 2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED OF ANCHORS REQUIRED IN THE P-HOOK. as complilng with the Florida ��`� Y LYN/1/ Building CodeSON••••••••. FIGURES PERTAIN TO THE FOLLOWING POCKETAAW HOA-No. 17-0420.06 �`�'�;•'•�1GENSF'•.�(��i ANCHOR LOCATIONS Eviration Dab 04/14/2021 wzNo.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 By Min - a Product controlru -0 o g ANCHOR LOCATIONS C & J ROSOWSKI •, O ST TE F IX a Ry. L �i��s''•�ORIOP••'G�=�� COPYRI0MT�2017 POT IPmU9TRIE9,INC. @ NO CHANGES THIS SHEET, AM04/05/17 HeadIS111 C3t1 ALLRIOHT9RE9ERVEA L� �7/7()NALi�N�`• Jam b6 1070 TECHNOLOGY DR a 11..k7 N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 13 OF 21 1 MD-5570.0 A A.LYNN MILLER,P.E. CERT.OF AM.azez3e P.E.0 58708 IN HEAD 90'CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FLOWING SRT CORNER SI FOLLOWING 00'CORNERSILL ANCHOR LOCATIONS: win 90" 4" 4„ 4" 64" q„ L4' q" 4" HEed/Sill 13.22" EXTERIOR EXTERIOR P4=k 7 2-TRACK 90'CORNER 2-TRACK 90°CORNER '00 ANCHOR LOCATIONS 'C8'ANCHOR LOCATIONS 2-TRACK 90'CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE'C3'IS SPECIFIED) (USE WHERE S'IS SPECIFIED) 'C4°ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE-C3"S SPECIFIED) � (USE WHERE'CS'IS SPECIFIED) 0 4 PRODUCT REVISED &3.27" 4" as complying with the Florida 4" 9ulldfn Code NCA-No. 17.0420.06 Explro0on Data 04M 4/2021 4" 4" 4„ 4" ev Miami-D o Pr uc Con EXTERIOR 3.22" EXTERIOR 3.22" 3-TRACK 90'CORNER 9-TRACK 80'CORNER n 3-TRACK 80°CORNER EXTERIOR 3-TRACK 00*CORNER EXTERIOR 'C4"ANCHOR LOCATIONS V 'C6'ANCHORLOCATIONS V "Cq'ANCHOR LOCATIONS �I�Iy 'CB'ANCHOR LOCATIONS (USE WHERE'CT 15 SPECIFIED) •(USE WHERE-CB-IS SPECIFIED) (USE WHERE-C3°IS SPECIFIED) " (USE WHERE'CS'IS SPECIFIED) v 1 Fi t1 M F1 1 — �0•••.. ' NO-5870s 4" 4" q„ o o ' T TE F ((/' EXTERIOR 3.22° EXTERIOR EXTERIOR qn 3.22° EXTERIOR 4-TRACK 90'CORNER 4-TRACK 90°CORNER 4-TRACK 90•CORNER 4-TRACK90•CORNER //111111 •C4'ANCHOR LOCATIONS °06'ANCHOR LOCATIONS 'CC ANCHOR LOCATIONS � °C8'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE•CS IS SPECIFIED (USE WERE"C3"IS SPECIFIED) (USE WHERE"C6'IS SPECIFIED) A.LYNN MILLER P.E. NOTES: P.E.968705 FIGURES PERTAIN TO THE FOLLOWING 00'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 90" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BEju-r SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS Dm' J ROSOWSKI HeatllStft C 1 Jemb 5 3)TRACK-TO-TRACK K cOPYRIGHTo4or PGTiNDUSIREs,ING. c NO CHANGES THIS SHEET. AM 04/05/17. P•hook 1 7DISTANCE IS 2.375" 2.375" 2.376" ALL CHIS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR �o N.VENICE,FL 34275 (941}480-160D SGD-5570 NTS140F21 91 MD-5570.0 JA91A CERT.OF AUDI.649200 FIGURES PERTAIN TO THE HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING I3A CORNERSILL ANCHOR LOCATIONS: 135° 4" o 4" 4° 4° 0 0 a�� 4" ° Head1S111 1 9XTERIOR 3�„ EXTERIOR 4" EXTERIOR 4° EXTERIOR Jamb 5 any �n7 P%ffib 7 2-TRACK 135'CORNER 2-TRACK 135°CORNEA 2-TRACK 135'CORNER 2-TRACK 135•CORNER '04•ANCHOR LOCATIONS 'C6•ANCHOR LOCATIONS "OV ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) USE WHERE'Cb"IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE-05"IS SPECIFIED) lie �4" 4" 4" PRODUIyCT REVISED 4° 4" as com ingowith the Florida NOA-No. d 17-0420.06 4" Expiration Date 04/14/2021 EXTERIOR EXTERRIOR EXTERIOR V 3.22" V - 322" Mlam Da o uee Lon ro 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3-TRACK 135°CORNER 3-TRACK 135•CORNER 'GP ANCHOR LOCATIONS .11.ANCHOR LOCATIONS 'C4•ANCHOR LOCATIONS 'C6•ANCHOR LOCATIONS (LASE WHERE'C3'13 SPECIFIED) (USE WHERE"CS'IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE'CS IS SPECIFIED) 4" a4' 4" 4" AS.22 �`� Y LYN° ° /No68705so EXTERIOR EXTERIOR EXTERIOR ��.('1 TEO�R > ,(�s <oRtoA.•\'•�•�`. 4-TRACK 135'CORNER 4-TRACK 135•CORNER v 4-TRACK 135'CORNER 4-TRACK 135•CORNER '���S�ONAL V-tl ` •C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS '1 111 111111 (USE WHERE'03'IS SPECIFIED) USE WHERE-CS'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS°IS SPECIFIED) A.LYNN MILLER,P.E NOTES: P.E#56765 FIGURES PERTAIN TO THE FOLLOWING 13V CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 135" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 1101 J ROSOWSKI HeedI8 1 Jamb 5 3)TRACK-TO-TRACK cOPrwGHr®wr PGTINDusD6Fs.wc. a'NO CHANGES THIS SHEET. 04/05/17 P-hook 7 DISTANCE IS 2.375" [02.375, t2.375" AuwcHrsaE3ERvm FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941}480-1600 SGD-5570 NTS 16 OF 21 11 M17 5570.0 7'' A (941 POUT-.600 UIXZ OWNG HEAD SPLICE ANCHORS LAYOUT @.INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FSFLICFDSLLiANCHO�o°CATIONS.. SPLICE BPLICE SPLICE LOCATION LOCATION LOCATION 4" LOCATION 4" 11� 4" 4". EXTERIOR 322" EXTERIOR 3.22" EXTERIOR EXTERIOR HJamb(II C3 1 2•TRACKSPLICE 2I-1y 2-TRACK SPLICE 2-TRACK SPLICE 2-TRACK SPLICE v v °C4'ANCHOR LOCATIONS 15 °C6'ANCHOR LOCATIONS P-hook 1 7 -- - -- -- - - 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE'CT IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE'CT IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 1 SPLICE 6PLICE SPLICE SPLICE LOCATION LOCATION *4" LOCATION ¢" LOCATION Q"4.75" PRODUCT REVISED EXTERIOR 4" FJCTERIOR EXTERIOR 3.22` PJ(TERIOR 4" me comptying with the Florida 3-TRACK SPLICE 37RACK SPLICE Building Code fL 3-TRACK SPLICE �)-I, 3-TRACKSPLICE 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS NOA-No. 17-0420.06 �`JJ °CA•ANCHOR LOCATIONS v 'CB'ANCHOR LOCATIONS ( C6'USE WHERE IS SPECIFIED) (USE WHERE" IS SPECIFIED) Expiration Date 04/14/2021 (USE WHERE-CT 13 SPECIFIED) (USE WHERE'C6'IS SPECIFIED) • ey MiM14! roduct control SPLICE SPLICE SPLICE LOCSPLICE ATION 4.76" LOCATION 4" LOCATION LOCATION 4" 0 0 0 0 e o EXTERIOR IXTERIOR 3.22" EXTERIOR 3,22" IXTIE--IRIOR _ _ __ _ 3.22" �0' CNY•LY/V,y n 4" �7 �I, 4-TRACK SPLICE 1 y 4-TRACKSPUCE �� �_ ifs 4TRACKSPLICE �J 4-TRACKSPUCE �/ °C4'ANCHOR LOCATIONS v Q.ANCHORLOCATIONS ` � LICEN,pF ��� 'C4'ANCHOR LOCATIONS "C6'ANCHORLOCATIONS (USE WHERE-C3°IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) `-:'• ••;Cn� (USE WHERE'Cr IS SPECIFIED) (USE WHERE°C6'IS SPECIFIED) `•*;' No.56705 OWIT.O�F� `(vim` At NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �'sl01VAL i0,"N FIGURES PERTAMTC THE FOLLOWINO6PLICEO 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK, A.LYNN MILLER,P.E. HEADANCHORUMATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 0. P.EJi 66TO6 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 DISTANCE IS 2.375" 2.375" 2.375 FOR ALL HEADS AND SILLS: �ANCHOR LOCATIONS F �m'` J ROSOWSKI COPYRIGHTe2917 POTINOU9TRIE3,INC. �NO CHANGES THIS SHEET. �A 04/05/17 _ 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RHrB RESERVED Head/sui q 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRQ Jamb 5 N.VENICE,FL 34275 P hook 7 (941)480-9600 SGD-5570 f NTS 18 OF 21 i$ MD-5570.0 1$ A CERT.OFAUTH.929286 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDESO' INSIDEw OUTSIDE135' INSIOEM- DOUBLE ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL • ASTRAGAL C INTERLOCK INTERLOCK INTERLOCK STILE VI/HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOROR OUT IN EXTERIOR GLAZED �--� �-•� DOUBLE LOCKSTILE 1'-'p`i`i`n.`i`/�^L.-�' INTERLOCK SINGLE E F PP K L L TC TA TV TW ASTRAGAL CK INTERLOJ LOCKSTILE OUT mDxoup ma)(00 SINGLEO H P A C C SC SA SV SW SD INTERLLOOCKINTERLOCKUBLE INTERLOCK QCK LV IN mmcolm immp °' FIXED RR R S S DOUBLE FC FD FV FW A INTERLOCK K LGCKSTILE moxouq Teo><aD Lu LOCKSTLE D A/l U ASfFlgGAL C) LocKsnLE -j L,,HANDLE BVI J J p mOrow mDx ro ASTRAGAL LR T U DS INTERLOCK IMFwRLOdC BOX our LL iff"J ox D Lu ASTRAGAL N T U J BOX IN OUT.9o' CT CS CF W ASTRAGAL RECEIVER AS��ALA T AS DF RECEIVER � OUT.135' PRODUCT REVISED ASfMGAL �V//T as complying with the Florida RECEIVER - - VS VF Butiding Codo A .OA-No. 17420.06 IN.,G WT WS WF ASTRAGAL Expiration Onto 0 4/1 412 021 RECEIVER ey - Mia -D de roduet control LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE"F"SHOWN. PANEL NOTES: �� t`1Y'LYN�r�� 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. ����,• LIGENSF'•.�( 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE 4,VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 *,! q No.68705 NOT AVAILABLE, PANEL TYPES 11a.1 J ROSOWSKI r 3 MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". STATED ® �O COPYRIGHrdzol7 POT INDUSTRIES.INC. NO CHANGES THIS SHEET. a� 04/05/17 �,�'n�S• a�ORIDP,.••G�� ALL RIGHTS RESERVED 4)PANEL TYPE MAYBE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH 1070 TECHNOLOGY DR ���S OIvgL ENS` TYPES QUALIFIED BYTHIS APPROVAL,SEE DETAILS SHEET 1D. r N.VENICE,FL 34275 ��J/I I I n l Il`` (941)-490-1600 SGD-5570 NTS]jr 17 OF 21 91 MD-5570.0 1111A A LYNN MILLER P E CERT OP AUM @8488 P.E.0 68706 5.875�I 10.635 540 .125 291 .061 762 rpffi pED 100 1.681 50x0 .082 930 T�`I1.928 �+2 dQ®�®�® LD1t-'�-A FRAME SCREW 301 J INTERLOCK CAP, U1 2 TRACK HEAD/JAMB ©4 TRACK SILL COVER(PVC) eO ANCHOR PLATE Q9 TRACK INSERT 10 ENDED POCKET 5.178 -(►1 1.000 252 231 .060 �j 2.060 .100-H r -- 8.250 �j 8.250 LIn I� 1.435�j+ . •062 i� 1.613 .080 J�vrt10�0 O� O -.100 Q 949I�j1 �^ 1.983 11.11 IL 11 j IL111.813 I O p p 1.681 �u U 062 .060 •100 dQro]�-�� ®� 11 SO BOTTOM RAIL 12 OUTER COVER SILL 13 C VER CK 17 P-HOOK ADAPTOR ®PHO Q3 3 TRACK HEAD/JAMB ®3 TRACK SILL .094 r 125 10.025 540 540 L'•�1 081 .229 2.975 1 2.141 1 �+ fl-•-3.000 LLL J rr� Cii OBO ° o at' .10075 p-i 628 .600 082 47 076 1.406 El F111.813 I p �p-I II 1.6T81 ��~•062 � f � .329 100 dQG� LSJ� 19 E TENDKEEPERED KEEPER BAR GOVERREINFORCEMENT ®BAR REINFORCEMENT @ FIXED PANEL CLIP ®PLATEORCEMENT O 4 TRACK HEAD/JAMB O2 2 TRACK SILL 2.51' [--2.838 -�-I 1.570 r+- 1.625 .11.595 1.595 r-- .308 0L 3.483 2.896 .080 2.073 .099 I 125 4.279 a2.1133 2.368 2.768 •400 2.788 L 312 •070 2.210 ,09075 164.835 ,100 L .300 e ❑ 34 INTERIOR JAMB COVER I -,188 - 2u291 .100 I 2'710 �� �1.876� PRODUCT REVISED ,110 1+- .120 E--.182 .120 If-,182 as complylng with the Florida TOP,BOTTEXTENDED POCKET TOP ®AND STILE © AND STILE ©REINFORCEMENT, 8 REINFORCEMENT, ®REINFORCEMENT ASTRAGAL O INTERLOCK ADAPTER DADAPTER K © AND BOTTOM RAIL Building code ©REINFORCEMENT, 9 30 3 ASTRAGAL ADD-ON ©3PANEL BOA-No. 17-0420.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date 04/14/2021 REINFORCEMENT - - - - - - -- - ---- - 3.326 .-3.345 NOTES. Miami-D Product Control -3.452 1.472 - 919 1)SEE SHEET 4 FOR .125 3.209 .060 3.713 ,080 C SILL RISERS. 125 3.345 080 2,176 .046 1.500 3.247 2)SEE SHEET 20 ,070 2+-229 1 085 919 FOR SCREEN PARTS. .300 Z 1 1.170 J _ (@135^CORNER ©135^CORNER ©135°CORNER ®135°CORNER (@90^CORNER 40 90^CORNER ®90'CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGALCAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR ���`' Y LYN/y . ,SON..,.... . � - .912 .912 tea' s 065 210T1.26`1 .252-►� 173 }1_ VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =*: No.58705 1.281 .062 1.261 1.261 '11.261 999 I EXTRUSIONS 1- J ROSOWSKI �` ea 7/15^ 81 7116" ®1-1116"' ®1-1/16'1 ®1-3/18- COPYryIGHf02017 PGTWWSTRIES INC. z NO CHANGES THIS SHEET. 04/05/17 �,�' ''.,,c0RID'p'I SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD 107 TECHNOLOGY DR � �� ONALIE?�`�� N.VENICE,FL 34275 (941)-480-1600 SGO-5570 w C NTS 1 18 OF 21 1# MD-5570.0 9$ A A.LYNN P.E.>F MILLE68705R,P.F_ CERT.OF ll -R2B188 1)INSTALLiJAMB 2)INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME JAMB JAMB TO HEAD CLIP INTO ATTACHMENT (4)CLIP ANCHOR &SUBSTRATE, ASSEMBLY PANEL HEADER TYPE AS USED USING 4. INSTALL ONE BLOCK AT sa BLOCK �J IN INSTALLATION, STILEINSTALLATION EACH INTERLOCK. TABLE A.SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL B3(3)#10 X TABLE 1 ONEBLOCKTHAT1,6"SMS SPANS BOTH PANELS. \ 901 SMS FIXEDFIXED INSTALL23PANEL• >1 MIDSPAss(2)114"CLIP PANEL-TO-FRION. X 2-1/4°SMS #8X1" } SMS _ \ '(4)#10 rt BAR COVER X 2"SMS es 22 REINF.BAR #8 X A, / 1-1/4"SMS \ KEEPER 1s (4)THRU KEEPER @ MAX _ 9.6°O.C.,SEE SHEET 19 d e� JAMB TO \ 0 KEEPER TO JAMB P R SILL ASSEMBLY \\ r �R ATTACHMENT �I LOCKING JAMB ILr� d PRODUCT REVISED REINFORCEMENT PLATE �Q u., longwlth the PloHda Buildinglding Code ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER to NOA-NO. 17.0420.06 @ 34-1/2"MAX O.C. OXXX SHOWN Expiration DatoO4/14/2021 -- o p - — - - - --- BY —el Mlam o roduct Control (4)#10 X 2"S S INTERLOCK INTERIOR CLIP COVER NOTES EXTERIOR \ za INTERLOCK 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ++ x REINF,PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. NY LYNN x °� #10 X 3 SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. `� ......... BOTTOM RAIL taa ) `�_'<��'�tcENSF�!(!_ SUPPORT 17 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)#10 X 1"SMS a VINYL SLIDING GLASS DOOR NOA(LM) m 10/06/15 '*? NO.68705 THROUGH SUPPORT, ez INTO PANEL PANEL ACCESSORIES INSTALLATION b J ROSOWSKI =10 A & #lox ASSEMBLY ® e ±7 INTERLOCK SILL RETAINER 1-1/2"sMs ALL PANEL CORNERS COPYRI(31ir02017 POTNDUSRLE9,INC. a CORRECTED#96 � 04/05/17 %�t�`''•��orttoP..• '�2w� CLIP ATTACHMENT WELDED,NO ASSEMBLY ALL TECHNOLOGY 'i ,/,l/IAL O G INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS 1070TECHNOL 342 DR ''S;I bA11111, N.VENICE,FL 34275 (941)480-1600 SGD-5570 NTS 111 19 0E 21 1191 MD-6570-0_ib A A LYNN MILLER,P.E, CERT.OF AUIH.R711788 P.E115D706 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑� 129 ❑ R�� 5 121 � \%- �(�J 1 129 105 102 119 103 01� 133 111 103 L� . 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE ' 115 - -. 32 131 33 102 121 108 ( O[ a o D 5 ❑� ❑ 111 d 122 1 oROoRO 110 1 vo v HORIZONTAL SECTION EXAMPLE 116 _ 100 112 _ 120 ' 104 102 HORIZONTAL SECTION. 117 1.087 r+— I 1.081 EXAMPLE 1.202 1.778 1.77.8 5 875 —.1+050 —.aF.050 .045 875V-062 7.020 rFRAME2; SCREEN tzt SDEERAIL, tzt ASEN TRAGALEEN O 1. 1.993 1.874 RAIL LATCH ADAPTER .062 062 PRODUCT REVISED 109 BOX SCREEN 701 BOX SCREEN 10213OX SCREEN Bu comp with the Florida TOP RAIL• BOTTOM RAIL SIDE RAIL 1.436 Building Code • � I•�—.725 �+1.002 NOA-No, 17-0420.00 127 765 7Exp atlon 04/14/2021 � Da e113 114 1.020n 1.593 -.1 1.373 I r— 179 A40 Mi ml- a oduct control 129 101 123 SCREEN VINYL 1u FRAME SILL 2 OR&4 0R&9 1.87 063 ( &ASTRAGAL &SCREEN 0 055 1.833 2 Rv ADAPTER ADD-ON O 124 107 O I"—.372 .L— � daQ 1�SCREEN 1�SBOX OCREEN los XO X BOX SCREEN d©� INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER \`11111 Ill,,Y EXAMPLE VERTIEXAMPLETION NOTES: LYNN yj�,4. 1)ALL DIMENSIONS IN INCHES. `� ,• 1IGENSF -(j ro,5,0 306 —«-I 1;487 055 1.487 I+ � No.58705 VINYL SLIDING GLASS DOOR NOA(LM) S 10/05/15—� 1.510 _ �` 080 SCREEN DETAILS j� J ROSOWSKI G w BOX SCREEN BOX SCREEN BOX SCREEN HEAD ]�T'm �t1'•, STA t OF los ASTRAGAL 1m SILLADD-ON 1oa AND JAMB ADD-ON COPYRIGHT®2017 POrNI M9MIFAING NO CHANGES THIS SHEET. Al 04/05/17 %t�`S,'•F<oRroA,.•'�e��` ADAPTER ALL RtOKM RESERVED 1070 TECHNOLOGY DR ��'�Liri;ONNALI0,0% N.VENICE,FL 34275 (941)-080-1600SGD-5570 NTSIII 20 OF 21 MD-5570.0 1111 A a LYNN M I as'P.E. CERT.OF AU1H.820208 TABLE C: TABLE D:BOX SCREEN # Part Description Material # Part# Description Material # Part# Description Material 1 19001 2-Track Head(Jamb Rigid PVC 42 19085 Sill Riser-(2-V2') 606376 Alum. 100 1 12256 Box Screen Top Reil 6063 T5 Al 2 19002 2-Track Sig Rigid PVC 43 19022A $III Riaer-(3.112") 6063.78 Rum. 101 12257 Box Screen Bottom Rail 8083 T6 AI 3 19026 3•TrackHeadJamb Rigid PVC 44 19023A Sill Fliser-(4.1116") 6083-T6 Alum. 102 12258 Box Screen Side Rail 608375 Al 4 19026 3-Track SOI Rigid PVC 45 19024A Sill Riser-(4.618") 6063.78 Alum. 103 64428 Box Screen Interlock 6063'6 At 5 19027 4-Track Head/Jamb Rigid PVC 60 718609W .18T'x.320"Finseal(Stile) 104 17347A Box Screen Snep•on Bug Flap 6083 T8 Al 6 19028 4-Track Sill Rigid PVC 61 71695K 1-1i7'x 1"x 3/4"Fin Seal Dust Plug 1 105 64345 Box Screen OXO Astragal Adapter iii TB AI 7 19009 Frame Screw Cow Rigl d PVC 52 71696 Dust Plug 108 17349 Box Screen Astragal Adapter 6083 T6 AI 8 19031 Anchor Plate 6063.76 Alum. 60 419041 Interlock Clip Cover PVC 107 19039 Box Screen Frame SOI Add m 6063 76 AI 9 19007 Track Insert 6063TBAILML 61 78163X Tandem Roller Assembly SS 108 19036 Box Screen Head/Jamb Add-on 6083 T8 AI 10 19084 Interlock Cap-Extended Packet Rigid PVC 62 78163N Tandem Roller Assembly Nylort 109 720XIX #14.20 x 1"MS @ Top Rail SS 11 19036 Bottom Roll Support 6063-T8 Alum. 63 78Xy5FPTX #8 x 314"Ph.FH SMS @ Roller&Relnf. SS 110 720X112X #14 20 x 1-112 MS(�Bottom Reil SS 12 190084 Outer Sill Cover 6063-75 Alum 64 419042 Frame Header Block Nylon 111 717936 Wstp,.270°x.150'•Fn Seel 13 19011 SIO Track Cofer Rigid PVC 66 48052 Roller AdI.Hole Plug PVC 112 61806K Wstp,.187'x.600"@ Bug Rap 17 19032 P-Hook Adapter 6063-TBAlum. 66 44355 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roper Nylon 114 75R 18 19020 IP-Hook 6063T6 Alum. 87 7OM14FPTX #6 x 1-1/4"Ph.FH SMS @Bumper Stop SS 116 las Roger SS 19 19047M Extended Keeper 606376A1um. Be 716966 Sill Plug PVC varScreen Corking Hardxare Steel 20 19029M Keeper 608378 Alum 69 78186X Gemini Marilee lock wilatnq Tdm plate SteslSs 118 419053 Screen Keeper Steel 21 19014 Reintoreement Bar Cover Rigid PVC 70 71032X1FPFX 1032 x 1"Ph.FH MS @ Lock SS 117 76XIPPA #8x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 600576A1um 71 varies Honda Cast Zinc 118 16921314 Screen Spline Vinyl 23 19037M Fixed Panel Glp 8063-TBAlunL 72 19054 Interlock Retainer Clip Nylon 119 1 816079 Sereen Cloth FIM. 24 19035M Reinforcement Plate 6063-TB Alum 76 Komn inti 4SG TPS Spacer System TABLE E:STANDARD SCREEN 25 19017M Top Rag,Bottom Reil and Lockstfle 6005-76 Alum, 78 QuanSuper P �ex Su Spacer r with Hot Mai t But I bee Sheet y 10 for # Part# Description Malarial 26 99048 1 Reinforcement composite 77 Quartz Duraseal Materials 120 12033 Screen Frame Rail 6063 T5 AI 27 19018M I Interlock.300 Reinforcement;Std. 6005.76 Alum. 78 Cardinal XL Edge Spacer 121 12026A Screen Frame-Side Rall(Latch) 6083 76 AI 28 19013M lintedock.400 Relnfarcemem,HD 6005.75 Alum. 79 Dow Coming 995 or GE-7700 geekbsdding Silicone 122 17363 Screen OXO Astragal Adopter 6063 TB AI 29 19019M lAstragal Reinforcement 8006-T6 Alum 80 19090 7/16"Square Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 1 Extended Pocket Interlock Adaptor 6063-TB Alum. 81 7116"DaWed Bead Rigid PVC 124 180128 Frame Sig Screen Add-on 6063 TO At 31 19006 Interlock Adaptor Rigid PVC 82 19044 1.1/16"Beveled Bead Rigid PVC 125 6FP95K Bug Flap,85+/-5 duro. Vinyl 32 19008 lAstragal Add-on Rigid PVC 83 19045 1-1/113"Ogee bead Rigid PVC 126 78X112PSATS 98 x 1-1/2'Ph,PH SMS(Assembly) SS 33 19D04 113anel Stile,Top/Bottom Rag Rigid PVC 84 18016 131113"Ogee Bead Rigid PVC 127 712027 Comer Key Wheel Assembly(Standard) --won- 34 19040 Intedor Jamb Cowr 8063-T8 Aturr 85 71725K Setting Block 112"x 49x 11161,85+/-6 duro, Neoprene 128 7120278S Comer Key Wheel Assembly(HD) SS* 35 19078 136°Comer Astragal 8063-78 Alum, 88 71726K Setting Block 1"x 4"x 1/16",85+1-5 duro. Neoprene 129 varies Screen Locking Hardware Steel 38 19077 135'Comer Astragal Passive Mount 608378 Alum 90 781 PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 130 710X34PPSDAX #10 x 3/4'Ph.PH SMS @ Sereen Ast. SS 37 18079 135°Comer Aatragal Cap-Ext. Rigid PVC 91 78X114PHPT410X #8 x 14/4"Ph.PH SMS @ Ralnt Bar SS 131 78X12PPSMSX #8 x 1/2"Ph.PH SMS @ DoorASt. SS 38 19080 135°Comer Astrogal Cap-Int. R191d PVC 92 710XiPHPT18.8X #10 x V Ph.PH SMS @ Rail Support SS 132 1892/314 Screen Spline-.146° Vinyl 39 19078 90'Corner Astragal 6083-78 Alum. 93 710X116PPX #10 x 1-112"Ph.PH SMS @ Fxd.Pnl.Clip 6S 133 1816020 18creen Cloth Fiberglass 40 19081 g0'Corner Astragal Cap-Ext. Rigid PVC 94 710X26PHPT18•BX #10 x 2.1/2"PK PH SMS @ Relnt Plate/Act SS 41 19082 90'Comer Astragal Cap-Int. Rigid PVC 96 71420X2.26FPFX #12 x 2.1/4"Ph.PH SMS @ Hdr.Block SS Be 97 770 X34PPX #10 K 314"Ph PH M6 @ Ex PktoIntt S3 a'dimp Cn7dg with tho Florida ```�.v�ONy rLY/UN r''�,,� 98 710)QPPX #10 x 2"Ph.FH SMS @ Keeper SS Noa-No. 17.0420.06 `� �,.• �tCEN@F �((� expiration Da 4174!2021 •,� y� + No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By miaad-D a Pro uct Con 1 _ PARTS LIST jm, J ROSOWSKIZX E ;r ` COPYRIGHT 02017 POT INDUSTRIES,NC. NO CHANGES THIS SHEET. 04/05/17 NOTES: 1070 TECHNOLOGY DR ''r;C)NALtEN,1` 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}480-1600SGD-5570 NTSIll 21 OF 21 MD-5570.0 A A-LYNN MILLER,P.E CE OP AUTH.M2B29B P.E•A 68705