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HomeMy WebLinkAboutProduct Approval M n ,0_0911��»101920 " WOW .. .�3 Sheat 1 of 1 C m DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT m C TIME 06:33:33 SALES CONSULTANT Paul Stahl YES NO YES NO N M DATE 01/3012018 ORDERED BY PGT USE 1 m CSR&EXT TOM V.x21326 ALICE W.x21343 ORDERED BY PHONE# S.01co DEALER# 12228 CITY,STATE SHIP DATE CUSTOMER Don Wtovr SHIP TO# SHIP VIA j JOB# 10867138 MDI? YES NO LEAD TIME AUTH PO# IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS WINGUARD(IMPACT) ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES NO REMODEL +NEW CONSTRUCTION WOOD OPENING #12 WOOD SCREW 1N"SSTAPCON 1/4"SS4 CRETEFLEX CONCRETE OPENING FINISH OPENING SIZE DOORS SLIDEDIRECTION • •� c E Glass x j = Options LABOR FLANGE Z ¢ STD- X-Operating TYPE TOP-or- �n h Hardware OPTIONS/ PGT SPEC -or-BOX WIDTH HEIGHT a ¢. or-REV S-Stalionary HANDING FLAT(F)-or- BOTTOMm m Screens MISCRfEMS WIDTH HEIGHT COUNT ROOM Q SERIES# CODE FRAME INTERIOR EXTERIOR (in.) (in.) UI x STACK Viewed from the outside (RH-or-LH) SCULPTURED(S) PATTERN -or-ALL a &Mulls CODE (in.) (in.) UI 1 l IV 6600 �D-51 8 tl H 192.00 6.00 288 2 5 X X tandar d,TMo F r,II.Sl derd HT i r 7 • e Job Level MISC(1):Pe u,MISC(1):Door 0 1 have reviewed and agreed with ail)6b specifications and the Special Terms 8 Conditions on the back of the yellow(Customer)copy. Customer Signature lqftvr FFEB VED 2018MIAMI•DADE , P1rrnitting MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DIV1S10N 1 590 F(786)315-2599 NOTICE OF ACCEPTANCE iamidade, ov/econom PGT Industries,Inc. 1070 Technology Drive, r i LL; 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 This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. I DESCRIPTION: Series"5570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled"Vinyl Sliding Glass Door NOA(LM)", sheets i j through 21 of 21,prepared by manufacturer,dated 10/05/15, with revision A dated 04/05/17,signed and sealed by A. Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no j change in the applicable building code negatively affecting the performance of this product. i TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1210.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. / NOA No.17-0420.06 MtAMI•DADECgUNTY t' r7 Expiration Date: April 14,2021 Approval Date: September 28,2017 Page 1 Z40! 3A+ PGT IndustHes,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 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 Report No. FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, per FBC,TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) , /forge M.Plasencia,P.E. Prod et Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBA UTTED 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 thm 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) `— orge M.Plasencia,P.E. ProdLct 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,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NDA No. 11-0-107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their"SentryGlas® (Clear and White)Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M.Plasencia,P.E. Pio/duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5"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. Jorge M.Plasencia,P.E. P duet 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 Anohor SubMnh From•Ma mbar Min.Edo• Min. RATED FOR LARGE I SMALL INCLUDING POCKETS & 900/1350 CORNERS asile, i3nb.dmant MISSILE IMPACT RESISTANCE P.. out am ns • 61 m 1 GENERAL NOTES: (SG-0.e5) P k 1e" taro DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. st2,,t••i sMs(cs)or .12V W..eoes.T.. eadlsi+l m Ole" 116' SEE TABLES 1,2&B1,B2 2)DESIGN PRESSURES: 410 S.S.SMS 0.1zs"mg.INakn•aa P-hook ale ro^ tors 11 thraed.Rn) Wool,A3e' HudronYJ.mb ale• 0.oeo" _ ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. A Geo'M.IHckm•, P-hooko. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. sf••i stud.nA653 or.33• Hs,d/9101J.mb e" 0.071"(14 Ga. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. mn.wcknau P-hook ale" 0.071" 4 G•. 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, +14•Eloo Ultracon P.T.P•T.SoNMm Pine J.mb t lava• sG-e.55P-hook 1" 1-3le• INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4•Elco 4+0 S.S.Cw.FI.X P.T.6•uiMm Pine He•d1SeV.Amb 1• taro• SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). SG-0.55 P-hoo 1' lave• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 8 012,•1••1 mood•or•w(G6) P.T.Sou+Mm Pine H..dlSWJ.mb 9116" late• 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. c•0.56 P4rook rule +aro' ConenN P4woN 1• tale• 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION 14 Ego un.eon min 2A5k, Has"IfYJ,mb tae•plave• SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES Mg—W CMU, J." V 1414• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA S1M.Cx4u,dp P4a1 1-1K °ct REFERENCES(TEST REPORTS):FTL-6337,6338,8846-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; e J.mb v t 14•Elco 410 S.S.Cnton. TM C•90 P-hook t-1• 1-114' GENERAL NOTES.............1 CAMBRIDGE 535753-09; Concnla H..dI9eVJrmb 1-116• 1-314^ c EXAMPLE CONFIGS..........2 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE "dc;^o to H.adrS!P-hVJ.mb +'1 +a�i4e• INSTALL DETAILS..............3-B HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA min.2.22 kai P•hook 1-112• taws• DP/ANCHOR TABLES 7-8 BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). +114 Ego r a, u(ASTMd CMU. -hoc 2" 1.14• EXAMPLE.................... ...........S..... 9 i Aypre•c.tor ASTM c4ro P4teok x• 1-t 4• GLAZING DETAILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.Southam Pim Head156VJamb 1• lase' ANCHOR LOCATIONS 11-16 Connor• 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED, .-o.I. Fkad/)11VJ.mb 2.1/2- taro PANEL TYPES...................17 P-hook 1 love 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. 1/4'Ebo Uhr.aon min.Z115 ka Pirook 2-1/r1- a EXTRUSIONS.....................1B ANCHOR NOTES: Unomutad CMU, Jamb 2•t/Y t-tH ACCESSORIES..................19 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY p LASTM C-ao P4—k 2.1/2 1-1/4^ APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE coscnt. FI.Ws6v emb x-+rr torr SCREEN DETAILS.............20 iM•IB-110 6.6.QaI.FNY n*L 3.35 ks P-hook 2-12• tale- PARTS LIST........................21 REQUIREMENTS. U.9..wCMu, Jame 2.1/2' 1.14• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. ASTM Cao P�oak 24& 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 compiyin with the 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 NGA-ng Cons 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. 17-0420.08 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD expiration note 04/14/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. B 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED htiari a to uc on ro BY THE AUTHORITY HAVING JURISDICTION. 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.F,. Min.F„ LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 92 ksi 120 k.1 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: 410 screw 90 ksi 11D ksi SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION Eloo Agare-Gator 57 ksl 96 ksl •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco UtreCondD 155 ksi 177 ksi •ASTM Et 300-09 410 S9 Elco CroteFlek® 127.1 kd 199.7 kat INSTRUCTIONS: •ANSI/AF&PA NDS-20+5 FOR WOOD CONSTRUCTION 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •ALUMINUM DESIGN MANUAL.ADM-2015 6063-T5 Aluminum 15 ksi 22 kelNY LYIyH SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI S100-12 338 steel 38 ksi 5B ksi �O •• M/ GLASS/REINFORCEMENT. •AISC 360-10 Gr.3391ae Stud 33 si 45 �.' 11ceNSF'•.11�:� 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL 'P ' No.58705 PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR _VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 HEIGHT. 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A.THIS GENERAL NOTES 4 J ROSOWSKI SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE S DISTANCE. • %�F'•clORlo�.•' \�� coPrRrOr+rozm7 PGT moustates,INC. UPDATED TO FBC 2017,VINYL MFG. �� 04/06/174)FROM THE MOR EXCEEDED.USE THE ANCHOR QUANTITIES DESIGN QUHOWN1070 TECHNOLOGY DR 2),VERIFY THAT OPENING'S REQUIRED DESIGN �a �7w;S,'ONAL PRESSURE S ET 01", 5 INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 8 941-480-1800 A.LYNN MILLER,P.E. 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. CERT,of AUTH.stW1De SGD-5570 NTS 1 OF 21 !� MD-5570.0 i A v.E.M aaToe MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES-1-&`2- PER TABLES 1&2 PER TABLES 1&2 MAX.UNIT / I MAX.UNIT / / I MAX.UNIT I MAX.UNIT HEIGHT )^ HEIGHT / I^ HEIGHT ( HEIGHT (^ PER TABLES 1&2 I PER TABLES 1&2 / / I PER TABLES 1&2 / / / I PER / / / / ) 1 TABLES 1&2 / / / / - / / J 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS eb MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTHNOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH _ PER TABLES 1&2 r PER TABLES 1&2 PER TABLES 1&2 T — 1 1 MAX.UNIT MAX.UNIT / I MAX.UNIT / I FIPIERT g �"o e HEIGHT / I HEIGHT / I^ TABLES 1 82 / LT MET. PER TABLES 1&2 / �¢ PER TABLES 1&2 // . 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS PRODUCT REVISED MAX UNIT WIDTH — MAX.UNIT WIDTH .....Pit. with th•Florld• Bulldlnp o • NOM.PANEL WIDTH NOM.PANEL WIDTH NOA-No. 17-0420.06 PER TABLES 1&2 PER TABLES 1&2 expiration D•t•04/14/2021 1 By MAX.UNIT / MAX.UNIT / I Ml--/ • ro net op re HEIGHT / I^ HEIGHT PER TABLES 1&2 / / / / / / / I PER TABLES 1&2 / / / / / / PocoaT / J J 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: `X"-OPERABLE PANEL �� ) DLO WIDTH=NOM.PANEL WIDTH-8-9/18' N NY O 1 ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3/18" LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN P`=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/10" POCKET CONFIGURATION CAN BE OXXXP. PANEL HEIGHT•DOOR HEIGHT-2-1/2` * No.58705 0/05/15 _ aa 1 - * 2)90"&135'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS, VINYL SLIDING GLASS DOOR NOA(LM)� d =�� - EXAMPLE CONFIGURATIONS 111 i J ROSOWSKI O'•. / 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND .((�C� '^rE Q; REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 'j LS '��ORIDP•,•'��� DETAIL LETTER �� 7omn Paruaa7n,es.wc. NO CHANGES THIS SHEET. �� 04/05/17S/ ••• G _ALL RKi,rs ReseavEo '�.ONAL �N ��• 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DR N.VENICE,FL 34275 5)MAX ALLOWABLE FRAME SQUARE FOOTAGE-472.666 FT' L—SHEET NUMBER (941)480-1800 SGD-5570# NTS 2 OF 211? M0.5670.0 ITA A L1TN7 MILLER P.E. ____ CERT.OF AUTK/7D P.E.15I705 DETAIL Al DETAIL d161 METALTYP.,SEE ANCHOR 7HRu txwooDASTRAGADETAIL C1 DETAIL D1NOTE 4,SHEET 1;MIN.OF 3 INTO MASONRY FACINGEXINTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH 1/4"MAX. REQUIRED IF DOOR / • HEIGHT 13 OVER BB'T� 21 tB TYP.ANCHOR TYPE, •:-' B4 MAX 28"O.C. 1 EMBEDMENT AND 2•.,`,�'• � z EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE T1 q o 0 TABLE A,SHEET 1& - 4 50 DAYLIGHT 1B INTERIOR NOTE 3,BELOW OPENING 25 — —— 8 0 WIDTH c 33 c� d q p P 31 EMBEDMENT EDGE d L� (4)THRU KEEPER®MAX B8 EDGE /`•.,,; 80 82 3.5.O.C.,SEE 8HEET 10 DISTANCE DISTANCES 25 (� E%TERIOR / •• SEE NOTE 8, el I JI 26 0 28 SEE NOTE 8, 11 27 O 28 THIS SHEET 1/4"MAX' —�-I 1L THIS SHEET I I 3EE NOTE S. e / / 1X OR 2X WOOD 32 TH18 SHEET EMBEDMENT BUCKSTRIP,SEE SEE NOTE 0,THIS SHEET 20 #8 X 3/4"SMS REINFORCEMENT SCREW;7 ANCHOR / NOTE 3,SHEET1 1 ——————L_ TY P.ANCHOR TY PE, / B3 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND PLATE AT HORIZONTAL SECTION(XXX SHOWN 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER EVERY / —ANCHOR DETAIL D2 TABLEAT8HEETSE& LOCATION4,01 DETAIL C2 DETAIL B2 DETAI L AZ INTERLOCK NTO MASONRY `\` ASTRAGAL C a IM NOTE 3,BELOW 2X WOOD BUCKSTRIP OR B4rozxwooD REQUIRED IF DOOR EMBEDMENT FRAMING,SEE ANCHOR /B DAYLIGHT 21 Bt HEIOHT50VER98" 114"MAX.. ►I U NOTE 3,SHEET 1 0 OWIDTHPENIG 22 EDGE i IMERIOR I .*Rcomplylng REVISEDDUCT lith the Florida 1Building DISTANCE C moA- oda NOA-No. 17-0420.08 TYP.ANCHOR TYPE, P SEE NOTZ�,813 SHEET _ t I ERpiration Date 0414/2021 EMBEDMENT AND EDGE DISTANCE PER c, 93 23 B TYP.ANCHOR TYPE, I By - - SUBSTRATE,SEE a EMBEDMENT AND P q Mlam O lPro uct toniml TABLE A,SHEET 1& 3t o c P EDGE DISTANCE PER SUBSTRATE, NOTE 3,BELOW SEE TABLE A,SHEET I d d L__ 1&NOTE 3,BELOW EDGE 4)THRUKEEPEROMAX I EXTERIOR o DISTANCE �o 3.5"O.C.,SEE SHEET tB L �——__—J PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE I+- 1/4"MAX. ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR �.` LY ANCHORS,SEE EXTERIOR DIRECTION. ;�� ONY. LYA(,V NOTES , 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPEISEE NOTE e,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. P�1•.' UCENSR••.���'; 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTILEs, *: NO.58705 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED Da O L3 VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 4)CONTINUOUS ANCHOR PLATE,ITEM#e,IS REQUIRED AT ALL HORI20NTAL RAILS INSTALLATION,HORIZONTAL X-SECT.ld' J ROSOWSKI A ••, t ��� FRAME ANCHOR LOCATIONS. O� srq E of 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. • ',�`` RtoRlo►.• CAPYRIGHT020t]PGTWOUSIRIES,iNO. a NO CHANGES THIS SHEET. �� DA/05/17 S G� 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS 27 xe ALL RK3HT9 RESERVED �'�S��NAL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR �� 7111 t i I I I t t` THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 342.75 7)SEE SHEET N FOR SCREEN DETAILS, STANDARD HO (941}480.1800 A.LYNN MILLER,P.E. cERT.OFAUTH.�xB2B5 SGD-5570 NTS 30F21 f MD-5570.0 £ A PRO 50705 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DAME APPROVED MULLION,FBC 1X BUOKSTRIP 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 ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, SUBSTRATE,SEE TABLE A,SHEET EDGE TABLE A,SHEET 1 PER ANCHOR DISTANCE EDGE 1&NOTE 3,THIS SHEET REQUIREMENT DISTANCE DISTANCE EDGE DISTANCE �. EMBED- ' �r MEM EMBEDMENT EMBEDMENT EMBEDMENT : .°,,` •• ° 114"MAX. 114"MAX. ° �1/4"MAX. ° �1/4"MAX. 1/4'MAX. 1X OR 2X WOOD fJ O 1 Q BUCKSTRIP,SEE u ° TYP.ANCHOR TYPE,EMBEDMENT AND Z7TaYP. OR TYPE,EMBEDMENT AND ANCHOR NOTE 3, a EDGE DISTANCE PER SUBSTRATE,SEE TANCE PER SUBSTRATE,SEE °S T SHEET 1 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET Ss NOTES so e / FOR 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. / LOCKSTILES, 2)REFER TO ANCHOR NOTES,SHEET 1. J ASTRAGALS, 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, FIXED STILES 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. DAYLIGHTPANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL � OPENING FRAME SEELENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT SILL RISER HEIGHT NOTE 9, EXACT DIMENSIONS. as complying with the Florida THIS SHEET VARIES WITH Building Code REQUIRED NOA-No. 17-0420.06 EXTERIOR POSITIVE Expiration Date 04/14/2021 DESIGN .390 -i I ey ?8 PRESSURE, f- e2 SEE SHEETS .390-►1 1�- Miami- a Product ontro F -] - X 13 el oR ez 7&6. 3907 "-t F 2.947 Z:1 8 r --.390 T on xe Yx #429HOWN I 7 1.793 2.370 3.464 4.041 1/4"MAX. #43-45 ALSO APPLY .823 T 2.887 L GROUT AS 1 ° 1.917 I— NEEDED,SEE 1S eo -� .080 .080 I .080 ANCHOR NOTE 2 12 2-1/2"=TOTAL .060 5,SHEET 1 ° � 114"MAX. ° 8 SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER 42(2-1/2"TOTAL �o(3-1/2"TOTAL 44(4-1/16"TOTAL �s (4-5I8"TOTAL ``"SON cENSNk ' 1� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) � F EMBEDMENT EDGE- k: No.58705 EMBED- ' a DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) 10/05!15 _ Tt MENT •- -' _ If. . EDGE TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. A& J ROSOWSKI "I EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND On.• STATE of •• (vW DISTANCE e L EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE 10H C0PYRrC201T PGTIMIUSTRIF.SMM d NO CHANGES THIS SHEET. 04/05/17 '.FS, 'F/ORID?,.•'G�� CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, ALL RIGHTS RESERVED �' ZONALN PER ANCHOR DETAIL F1 SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DR AM ' /ANAIIL I% ` REQUIREMENT SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO WOOD SHEET 1&NOTE 3, (941)-480-1800 _IIA.LYNN MILLER,P.E. INTO MASONRY THIS SHEET THIS SHEET SGD-5570 NTS 4OF 21 M0.5570.0 �f A P.E.a seTos CERT.of AU1H°2wae 2 Q 71 Q 71 19 (4)THRU KEEPER •Nnmm 35 INTERIOR 19 99 N 0 MAX 3.6'O.C., 2 75 2! 37 95 MAX 18.5"O.C. INTERIOR SEE SHEET 19 38 19 DETAIL H2 19 EXTERIOR c5— 90" o (4)THRU KEEPER®MAX a OUTSIDE CORNER as L, I 9.T O.C.,SEE SHEET 19 as _ 40 I�.II CJ 33 INTERIOR oQ39 , AX 15.6' MO.C. d rlfl �q 26 R 2B EXTERIOREXTERIOR 4, C V 135' 90° DETAIL G1 DETAIL H1 \{ MAX15.5'O.C.94�— 135' INSIOE CORNER INSIDE CORNER 40 - EXTERIOR pJT 401 �(4) KEEPER EXTERIOR 95 @MAXAX 3 3.6"O.C., JVL SEE SHEET 19 19 PRODUCT REVISED d � •e eomplying with tho Fiorlda Building Codi NOA-No. 17-0420.06 expimgon Doto 04/14/2021 135' Q INTERIOR By ml.ml-D a Produc an r c� 2 NOTES �J o 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 95 ui 00 a QUANTITIES,SEE TABLES 1&2. Ly 33 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, `�� ONY m DEPENDING ON CONFIGURATION. ` t,IC 35ENBF•,�� MAX tes O.C.09 19 69 VINYL SLIDING GLASS DOOR NOA(LM) 10/06!16 No.68706 - (4)THRU KEEPER S MAX N EXTERIOR 3.S O.C.,SEE SHEET 19 CORNER ASTRAGAL HORIZ.X-SECT. d' J ROSOWSKI %7J (� � DETAIL G2 ` tis' mpvaoHremn PGT lRous7REs.INC. NO CHANGES THIS SHEET. 04/06/17 �'tis '•�ORIOP•.•'\��� olrrslDEcoRNER ALL TAL 1070TECHNO TECHNOLOGY '' N �ENG��` N.VENICE,FL 34276 q (941)-480-1600 SGD-5670 NTS 6 a!21 Jill MD-5570.0 Jill 55705 A A LYNN MILLER,P.E. CERT.OF RUTH. P.EJt DETAIL 11 DETAIL 12 OPTIONAL NOW INTO MASONRY Nro MAsoNRr STRUCTURAL ANCHORS FOR L; CONCRETE/CMU INTERIOR INTERIOR POCKET 21 22 EDGE pER ANCHOR !t✓LQ6 TYP.ANCHOR TYPE,EMBEDMENT 01 DISTANCE, ; JAMB � 2e 27 AND EDGE DISTANCE PER REQUIREMENT INTERIOR POCKETS MUST SEE FIG 1,J0 SUBSTRATE,SEE TABLE A, THIS SHEET SHEET 1$NOTE 3,BELOW FIGURE 1 INTERLOCKS AT POCKETS: INCLUDE A NON-STRUCTURAL, ' FRAME JAMB TO REDUCE THE FOR DOOR HEIGHTS 96"AND LESS: 10 POSSIBILITY OF WATER ` L. OPT. INFILTRATION. 114"MAX 21 �, ANCHOR 51 q r 1° 17 OPT EMBEDMENT ` POCKET BY OTHERS,SEE17 OPT. NOTE 6 BELOW. r EMBED MENTEXTERKA1/4"MAX q FOR DOOR HEIGHTS OVER 96" " OPT. � 10 97 21.9" ` .. ANCHOR \I CONCRETE/CMU SEE FIG 1,01 MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT' I THIS SHEET � AND EDGE DISTANCE PERL EDGE I -PER ANCHOR SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT 2e 27 $NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 B, 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND $NOTE 3,BELOW THE METAL SUBSTRATE EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED DISTANCE FRAMING,SEE ANCHOR as eomp1 1n with the Florida EDGE _ NOTE 3,SHEET 1 3ulldlno LYo�o DISTANCE �yI OPT.ANCHOR Now-No. 17-0420.06 DETAIL 13 I P.T. ANCHOR Expiration Data 04/14/2021 INTO METAL EMBEDMENT 6y - 17 OPT. Q 17 on. Mlam a ue on ro EMBEDMENT 11DETAIL 14 1/4"MAX. o MAX INTO WOOD EXTERIOR _ 10 SEE FIG 1, SEE FIG 1, d THIS SHEET 21 THIS SHEET 80 `^J.'^27 EX7E1U 22 21 9t Y LYNN EXTERIOR POCKET EXTERIOR POCKET �N;censF NOTES Li VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 *: / Nu.66705 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. -0 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ XSECT. S J ROSOWSKI 3)SEE SHEET 13 FOR ANCHOR LOCATION$SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1 8 2. ;O� FTAT o 4 SEE TABLES 1$2 FOR REINFORCEMENT REQUIREMENTS. co"loHre2917 pGinDu9TFUFs,INa NO CHANGES THIS SHEET. �� 04!05/17 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. Au RCHTsae OGY —— %'sS/ANAL, t11 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34276 i AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 SGD-5670 8 NTS 6 OF 21 MD-5570.0 4 A A.LYNN MILLFJt PE _ CERT.OF AUTIL p.EA1 50705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (fox all approved configurations on Sheet 2) Use this table for: Door Unit Haight 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 68-15116"DLO Height 72-15/18"DLO Height 8415/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstla Relnkxcemeni N25 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Relnbrcemert#27 A B I C I D =B = A I B I C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +60/-60p8f +60/-60psf +80/-60Psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19.1/8" HeadrSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 6 5 5 6 5 5 5 5 5 6 6 6 MIDSPAN OF PANEL). Wbfh TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 B B 8 8 Design Pressure +6D/807 +Bo/-60Pe1 +60/-BOa THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25.1/8" 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 Janda 5 6 1 5 5 5 5 5 5 5 5 5 5 P-hook 7 7 7 7 7 7 7 7 8_1 B 1 B 1 B Design Pressure +60/-60 P3f +60/-60 Par +60/-60 pef 31-1/8" HesdIS81 In C3+1 03+1 C3+1 C3+1 C3+1 C341 0341 C3+1 C3+1 a 36" DLO Jamb 6 5 5 5 6 5 6 6 6 Width P41ook 7 7 7 7 7 B e B 8 9� Design Pressuref +60/-60 paf +80/-60 pef 37-1/8" Head/SRI 1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42" DLO TABLE 81: Jamb 5 5 5 5 5 5 5 6 5Water•LimitedWidth FIG 1: 7 7 7 7 7 8 8 8 6 (+)Dealgn Pressors OH LENGTH Design Pressure +60/-60psf +60/=60psf +80/-60psf SIR Nom.SRI Max.(+)DID 43.1/8" Head/811 C3+2 C3+1 I C3+1 I C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Riser Helght All DOOR ASSEMBLIES 48" DLO Width Jamb 5 5 5 5 5 6 5 5 6 6 6 5 None 1-11/18" See Note 2 0 INSTALLED WHERE THE PRODUCT REVISED as eom 1 with the Florida P-hook 7 7 7 7 7 7 7 7 6 8 8 8 44 2-1/2• +36.7 ( = OVERHANG(OH)LENGTH IS p EQUAL TO OR GREATER THAN *actino Gee USED IN EXAMPLE ON SHEET 9 43 31/7 +60.0 pef p THE OVERHANG HEIGHT IS MOA-No. 17.0420.08 44 4-1/16" +60.0 pef EXEMPTED FROM WATER Explration Data 04114/2021 45 1 45/B' 1 +60.0 pef INFILTRATION RESISTANCE. a" MbmI:;!n PMdUCt Control DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" `v``v I1y IYNr PANEL HEIGHT=DOOR HEIGHT-2-1/2" ��``�ON•GEN V* TABLE NOTES: " LI VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 '* N°' *_ 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE f S J ROSOWSKI ;A )} 2}IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL - ' RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. =O aT COPYRIGHT 02017 POT INDOSTM8.INC. � NO CHANGES THIS SHEET. �� 04/05/17 �,'�•'•.,�pRto►.•.••`�2ATE QJF �' 3)SEE SILL RISER TYPES ON SHEET 4. ALL ruonTs RESERVED i�SS� ••• �G�� 4 SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR �� err ONAL 6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 'r++ 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 ' SGD-5570111 NTS 7 OF 21 MD-5570.0 A A.LYNN HILLER,PF. CER7.OF I P.E.I 56705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all appmted configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table bt: Door Unit Height PRESSURE.USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, 80" 84" ee' 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Glass r: 2 w 4 Astragal Relnbroement#29 68-16116"DLO Height 72-15116"DLO I lelght 84-15/16"DLO Height 96.15116"DLO Height 108-15116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Locketile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE,T THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TABLE B2,THIS SHEET. HD Interlock Reinforcement#28 A IB C D A I B I C ID A I B I C I D A B C I D A I B I C I D #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65pa! +60/-65psf CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 18.1/8' Head/511i 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 I C3+1 MIDSPAN OF PANEL). 24" DLO Jamb 5 6 5 5 5 6 6 1 5 5 1 5 5 5 6 6 6 6 6 6 8 6 TOTAL#OF ANCHORS THROUGH THE JAMB. Width P-took 7 7 7 7 7 1 7 1 7 1 7 8 1 8 1 0 B 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100psf +100/-100psf +100/-100Pat +60/-85ps! +60/-65psf PERPENDICULAR TO THE GLASS. 251/8" Head/SIII C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 CS+1 C3+1 C3+1 C3+1 30" DLO Jamb 5 5 5 5 5 6 6 5 5 5 7 5 6 6 6 8 8 6 8 6 Width p-hppk 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100ps1 +100/-100psf +100/400ps1 +60/-65psf +60/-65psf 31-1/8' FIG 1: Heed/Sill C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3♦1 C5+2 CS+1 CS+1 C3+1 C6F1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 OH LENGTH 36" DLO Jamb 5 6 6 5 5 5 6 5 - 5 5 7 5 6 6 8 8 8 6 6 6 L Width 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 +100/-100paf +100/-too psf +100/-toopsf +80/-65pe/ +60/-65Psi 0 INSTALLED WHERE THE 37-U8' Heed/SIII C6+2 C3+2 C6+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C6+1 C3+1 2 OVERHANG(OH)LENGTH IS 42' DLO EQUAL TO OR GREATER THAN 0. Jamb 6 5 7 5 6 5 7 5 5 6 B 6 8 8 8 8 8 6 7 6 O Width p•hook 7 7 7 7 7 7 7 7 8 8 8 e 9 9 9 B 10 10 10 10 THE OVERHANG HEIGHT IS � EXEMPTED FROM WATER Design Pressure +100/-loopsf +100/-loops! +92/-92ps/• +80/-65psf +60/-65psf INFILTRATION RESISTANCE. 43-116" �:b C5+2 C5+2 C5+2 C3+2 C5+2 C6+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 46" DLO 5 5 7 6 5 5 B 6 5 6 B 5 8 8 7 6 6 8 t1 8 Wkith TABLE 82: PRODUCT REVISED 7 7 7 7 7 7 8 8 0 B 9 9 9 9 9 9 10 10 10 10 as comrIth thaFlaId. n +80/-8 +80 -80 +60/65 t +54.1/-58.7psf Water-Limtted nudnryoya Design Pressure +80/80 pa/ 49-118" Head/Sill C5+2 C3+2 C6+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C6+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 (+)Design Pressure Nos-No. 17-0420.06 54" DLO ,Iamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 8 1 SIM Nan.SIN Max.(+)DP expiration Date 04114/2021 Width p_hepk 7 1 7 7 7 7 1 7 1 7 1 7 8 8 1 8 8 9 1 9 s 9 10 10 10 1 101 Baer Height ANowed By Design Pressure +80/80 psf +80/-80 psf +80/-80 psf +59.1/-84 psf +49.8/-53.7 psi None 1-11/16" See Note 2 ora / product eoneroi 56-1/6" HeadfSlll C5+3 C3+2 06+3 C3+2C6+3 C3+2 C6+3 C3+2 C5+3 I C6+2 C6+3 C3+2 C6+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 42 2.112" +38.7 pet 60" DLO JaMb 6 6 B 5 6 6 7 5 5 5 6 5 6 8 6 6 6 6 8 6 43 3.1/7 +60.0 Pat Width P-hook-1 7 1 7 7 1 7 7 1 7 1 7 7 1 B 1 B 1 e 1 e s 1 e 1 8 1 e 10 10 10 10 44 4-1116' +60.0 pst •+1-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 1 4-518" 1 +100.0 pef DLO WIDTH=NOM.PANEL WIDTH-8-9/16' DLO HEIGHT-DOOR HEIGHT-11-1/18" ` �tJV PANEL HEIGHT=DOOR HEIGHT-2-1/2" LrcENSF �!! TABLE NOTES: '* No.511706 i VINYL SLIDING GLASS DOOR NOA(LM) is 10105/15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 b '• AND TABLE 82 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE L J ROSOWSKI S E 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL TA TABLE 2 MAY BE USED. RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN NO CHANGES THIS SHEET. 04/05/17 F 'FOORIOP,.•' \�� COPVR�OHiO ANG ]Ot]POTINOUSTRIEa,NC. S U' 3)SEE SILL RISER TYPES ON SHEET 4. nu aiorrrs aaeExveo ]rrS�ONAI tEa` 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275A. 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING — (941)-4130-1000 SGD-5570 NTS 8 OF 21 J< MD-5570.0 A LYNN MILLER P.E P.E.Y Se705 CERT.OFA M/7t1Yt EXAMPLE: — Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR r CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, O INTERIOR POCKETS a- (�OF INTERLOCK ANCHOR INFORMATION. LAMINATED,10 GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, — I�,f -- CENTERLINE CENTERLINE IENTERLNE OFPANEL fOF PANEL 2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKETSY OTHERS,SEE NOTE B, SHEETS -- 6 ANCHORAGE, ANCHORAGE, 25-M*^ 6^ '�7 ANCHORAGE, MAX.^ SHEET 12 ,C3.CLUSTER SHEET 12-C3-CLUSTER SHEET 12 SHEET 12 SHEET 12 END ANCHORAGE EXTERIOR 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 NO IN L1j BE ADDED INFIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR I�CENTERLINE. I_ CENTERLNE II` SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK AN B CHORINFORMATION. CENTERLINE CENTERLINE CENTERLNE MAX- OF PANEL f OF PANEL 2 OF PANEL J POCKET BY o 0 0 EXTERIOR INTERIOR OTHERS•;SEE d NOTE e, 0 0 0 0 o e SHEETS AMCMOWIGE, '•T ANCHORAGE, Y6.--"ANCHORAGE, MAX. SHEET 11 SHEET 11 'CJ"CLUSTER. 'C3^CLUSTER, SHEETII IrMAX 21.6" FRAME JAMBSEE POCKET JANC SHEET 11 SHEET 11 END ANCHORAGE EXTERIOR AMB (MIN. HOR) MAX REQUIRED® O.C. INTERIOR POCKETS IS;HEETST S'ION ON SILL ANCHORAGE DETAILS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX Q-TRACK) PRODUCT REVISED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OFas comp)yIn with the Florida Building Codi +48.2/-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+801-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO 0.c. Explmtlon Data 04/14/2021 PRESSURE REQUIREMENTS. TO BE 26-SIB'O.C.OR LESS By __ FOR WOOD INSTALLATION USING ANYHeadlSII M+2 Miam-Da r ue Control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hWkT 1 ---- ------. 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: W MAX. A1nx HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3'CLUSTER ANCHORS AT -CENTERLWEOFEND PANEL 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 1, MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED A3 THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: `� Y LYN ANCHORAGE ANCHORAGE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE ���N«ENSF M�(!�, DETAILS DETAILS MIDSPAN OF EACH PANEL. ; JAMB:6 ANCHORS,SHEET 13 FOR GEN.LAYOUT. Li VINYL SLIDING GLASS DOOR NCA(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 S J ROSOWSKI 9 v a LOCATIONS OF CROSS-SECTION DRAWINGS. - — '1RV O'• Ar o ALU` B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN c°rrBlmrto2olT PGia/wsTlnes.Hc. NO CHANGES THIS SHEET. A$ 04/05/17 ;k\. -•,F[OR10P.•'' C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. gE FOUND ON: ALL RIGHTS RGIERYED i S ''•••••• G D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DR �� ��i`S/O Ea ` E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 /I'1111111o" F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET ti (941)F AUTH.800 SGD-6670 NTS 9 OF 21 MD 5570.0 c A LYNN 50705 P.E. CERT,OFAUTH !� A REP MILLER. 1-1/16'NOM. 3/16'}LS GLASS 3/18"HS GLASS� 311 S'HS GLASS-� 3/16•/HS GLLAMSS� �GLASS 7a 7e o9m PVB 3/16' .080"PVB .090"Pvp .090'SG 7/18"AIR SPACE 77 7e 3118'ANNGlA3S PAINTED/ 3/18'HS GLASS PAINTED/ 3/IB"HS GLASS 3/16"T GLASS LAMINATED LAMINATED PAINTED/ PAINTED/ e- 0 e1 SURFACE e0 e1 —— SURFACE pp p1 LAMINATED p2 p] LAMINATED C7€ RR I a EXTERIOR I— (`�EXTERIOR I— —_ SURFACE T SURFACE PRODUCT 16'EXTERpR- \ PRODUCT 19-EXTERIOR- \ PRODUCT IS'EMERgR- \ `� GLAZED'IF 180-01 IS I I 7/6'NOM. GLAZED'IF 1780-81 IS I I I I PRODUCT 19'EkTERK)R- TOWARDS THE EXTERIOR.I 7/8'NOM. GLAZED'F L180-01 LS O 7(g• GLAZED'IF 182-8319 O I 7/8'NOM. I GLASS TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR I I GLASS TOWARDS THE EXTERIOR I I I I BITE I I BRE I OIAE a 9�R 1 a e+o I a I R I I BETE a INTERIOR i I BITE PRODUCT 19"INTERIOR. I I PRODUCT IS-INTERIOR- I I PRODUCT IS-INTERIOR- I I PRODUCT IS'INTERIOR- GLAZED' 1 I IS TOWARDS THE INTERIOR i 7e GLAZrO'IF#804h TOWARDS THE INTERIOR i 79 GLAZED'IF TOWARDS THE INTERIOR.i 1 IS 70 Tc0 MOS ED"IFTHE NTERIOR.I 78 95 66 96 SEE NOTE 2, SEE NOTE 2, SEE NOTE Z SEE NOTE 2, as THIS SHEET THIS SHEET THIS SHE-ET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 'ANN"=ANNEALED HS'=HEAT STRENGTHENED SILICONE HOT-MELT BUTYL 'T"-TEMPERED STRUCTURAL 1-1/18•NOM. 1-1/16'NOM. — STRUCTURAL SILICONE 3/16 NOM• 3/16'113 GLASS- 3/18'HS GLASS 'PVB"=BY KURARAYOAMERICA,LO C LAYER POLYISOBUTYLENE 1/A•NOM- FOAM .090•PVB WITH .090'SG "SG"=.090"SENTRYGLAS®INTERLAYER WITH DESICCANT DESICCANT 3118•HS GLASS 7a 7e 3118'HS GLASS 75 76 BY KURARAY AMERICA.INC. 7/16"AIR SPACE— n 7e 7/10"AIRSPACE 77 7e PRODUCT REVISED EXT.GLASS EXT.GLASS 3/16'T GLASS 3/18'TGLASS-- a PRODUCT with th•Florid• PAINTEW PAINTED/ sulidlny�od• e2 e3 LAMINATED 82 83 LAMINATED NOA-No. 17-0420.06 SURFACE SURFACE e.pir.tlen D.e.04/14/2027 INT.GLASS 9JT.GLASS a - a ExrE I$� PRODUCT IS'EXTERIOR- I \I PRODUCT IS-EXTERIOR- I / \ BY GLAZED* KODISPACE SUPER Ftw-a318 7/8-NOM. GLAZED"IF 082-83 18 0 .e r. o 7e 7e ® TN TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTERIOR.I I 7GLA 8A. ' 4S(3 TPS SPACER NXT I I BITE I 1 B, (�I I a IKTFA TE ALUMINUM PRODUCT IS'"INTERIOR- PRODUCT LA "INTERIOR- REINFORCEMENT 1 pOLYISO- DESICCANT FILL AREA GLAZED"F SM-53 IS I I 7e GLAZED"IF#82.63 SI I O BUTYLENE6/18"NOM- TOWARDS THE INTERIOR. TOWARDS TOWARDS THE INTERIOR 6/16'NOM. SEAL all BUTYL 6 SILICONE SEAL SEE NOTE 2, SEE NOTE Z DESICCANT ROLL-FORMED THIS SHEET THIS SHEET FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 EXT.GLASS NOTES: \•���QN, .... N.J/� ��i EXT.GLASS r•LICENSIc'•.�� 1)BACKBEDDING SURFACES SHALL �•. ��i NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _* No.d87O6 INT,GLASS 2)PRODUCT MAY BE EITHER GLAZING DETAILS 3 J ROSOWSKI - INT.GLASS INTERIOR OR EXTERIOR GLAZED, +.J:Z11F DURASEALO XL EDGE'" PROVIDED THAT THE'HS"SURFACE COPYRIOHT02017 POTe10A1pfRE6IN0NO CHANGES THIS SHEET. �� 04/05/17 %0.c�-'• .B) O OF A LAMINATED GLAZING UNIT IS ALL RIDHra RE3ERYEo F '•.'`(onto \� SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR 'SSS/ r1�? N.VENICE,FL 34275N'A'L (941)-480-1800 SGD-5570 NTS 10 OF 21 i MD-5570.0 A A.LYNN v e*16tg05 PE. Offlf.OF SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGALOR PANEL INTERLOCK INTERLOCK PANEL CENIERLINE PANEL__ CENTERLINE 4" CENTERLINE _4" CENTERLINE 4° CENTERLINE P IL EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXT E RIOR 2-TRACK CLUSTER'C32-[RACK CLUSTER*C5* 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE `J 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1"ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+J'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANFI PANEL PANEL CENTERLINE 4 CENTERLINE 4" CENTERLINE CENTERLINE 4" CENTERLINE q•• EXTERIOR --+-+ 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR FI 3.22" EXTERIOR 3-TRACKCLUSTER'C3' 3-TRACK CLUSTER T5' 3-TRACK INTERMEDIATE v 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION Y2"ANCY{OR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL_ _ PANEL_ PANEL_ INTERLOCK--- INTERLOCK CENTERLINE CENTERLINE CENTERLINE CENTERLINE q" CENTERLINE q" q„ 0 EXTERIOR — 3.22" EXTrTETRyIOR 3.22" EXT�IE�RIIOR EXTERIOR EXTERIOR 3.22" 4-TRACK CLUSTER v 4-TRACK CLUSTER " 4-TRACK INTERMEDIATE v 4-TRACK IN TERMEUTATE v 'TRACK OR LOCATIONS"C3'ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS •N'ANCiIOR LOCATION '+2-ANCHOR LOCATIONS 3'ANCHOR LOCATIONS NOTES: nwaeS r•ErtTAw TO TIE EOLLOWNOeIl 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTEnMEDIATE ANCHOR LCCATol."* 1)ALL DIMENSIONS SHOWN ARE 13ASED ON MINIMUM ALLOWED. 2)TRACit-TO-TRACK DISTANCE IS 2.375' 2.376" 2)TRACK-TO-TRACK FOR ALL SILLS- DIS' ILLS: DISTANCE IS 2.3752.376" FOR ALL SILLS: HeadlSNl C+1 PRODUCT REVISED lorlda ``\\\tt11111111111�i lamb 5 3uRding Godewpr1Y LYON NOA-No. 17-0420.08 't�''Lt(',CN$LL.'•,4' ENiUrCL T'ERTNN TO GWW L O TIONS; BILL P-hook 7 ` �: • i' -- CLUSTER ANCHOR LOGTIONf: ExPlratlon D� 04/14/2021 No.68706 *: VINYL SLIDING GLASS DOOR NOA(LM) A 10!05/15 By ----- _ Miam- Produall ANCHOR LOCATIONS A J ROSOWStO '. I I i ; COPYRIoµncilTtrs IRND�PoE9,e+c. NO CHANGES THIS SHEET: _ 1104/05117 �'��\SS/!....... G��� Haedlslll 1 1070 TECHNOLOGY DR � ",101NAL IE Jamb 6 N.VENICE,FL 34275 P-hook (841)-460-1600ki IIIA.LYNN MILLER,P.E. CERT. A me SGD-5570 NTS 11 OF 21 MD-6670.0 $ A PEx 50705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4" INTERLOCK 4" PANEL CENTERLINE 4" PANEL CENTERLJNE CENTERLINE CENTERLINE - CENTERLINE 4" EXTERIOR -3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR 3.22" 'V 2-TRACK CLUSTER'CT 2-TRACK CLUSTER'C5' 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE `J 2-TRACK INTERMEDIATE ANCHOR LOCAL IONS ANCHOR LOCATIONS "•1'ANCHOR LOCATION '•2'ANCHOR LOCATIONS '•3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCKINTERLOCK PANEL PANEL PANEL CENTERLINE 4, CENTERLINE 4„ CENTERLINE CENTERLINE 4.75" CENTERLINE 4" EXTERIOR -+-+ 3.22" EXTERIOR —++ 3.22" EXTEEZR,IOR MEXTERIOR EXTERIOR Y" 3.22" 3-TRACK CIUSTER'C3' 3-TRACK CLUSTER'CS V 1ANCHORCK ERMEDIATE LOCATION 3-TRACK INTERMEDIATE 3-TRACH INTERMEDIATE '•T ANCHOR LOCATION '+3'ANCHOR LOCATIONS ANCI4OR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL_ INTERLOCK INTERLOCK—� CENTERLINE PANEL PANEL 4, CENTERLINE "I" CENTERLINE 4" CENTERLINE CENTERLINE EXTTEETPJOR — 3,22^ EXTERIOR —I D 4JRACK INTERMEDIATE3.22" EX�RIOI E �E IRIIOR EXTERIOR 3.22" v 4-TRACK CLUSTER v 4-TRACK CLUSTER 1 ANCHOR LOCATION +T RACK ANCHOR LOCATIONS INTERMEDIATE•1' 4TRACHORERMEDIATE LOCATIONS'-3- O S LOCAT ••3- 'C3'ANCHOR LOCATIONS 'C5"ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TOTTIEFOLLOwMO HEM 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: mTVRNEawr n�aLacwrloNs 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2,375" 2)TRACK-TO-TRACK FOR ALL HEADS* DISTANCE IS 2.375" 2.375" FOR ALL HEADS: PRODUCT REVISED .``�p1`(LYN""/ I1aFKVSiN 1 ■■eo I In with Ih■Florida � .■ild;nor. ra F SPERTAN OTHE OWNGrEAD - P OmOblt NOA-No. 17-0420.06 CWaTERAN[IIOR LOCATION& eKpir■tio■Data 04/14/2021 z* No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 all = Tt MI■ - ■ ro ue on ro -� ANCHOR LOCATIONS B a J ROSOWSKI ,p0�. sr E L.`��4; coPrwolno25n POrwwarnlEs.INc. NO CHANGES THIS SHEET. 04!05/17 �i t NAL HsedlBq C 1 ALL RKUNrs RESERVED --- i r 0 E Jamb 5 1070 TECHNOLOGY DR it NNNII 111111 P-look 7 N.VENICE,FL 34275 (941)-480-1600 SG0-5570 NTS 111 12 OF 21 MD-5570.0 j$ A A LYNN IA=PE- CfRT.Of RUTH. P.E.M ffa705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHORLOCAnONS: 2.375" -- r-- 4.76" 7.126" 8" MAX. 21.6' 21.8" 21.8" Head/SAI i1 MAX MAX. MAX. Jamb 5 O.C. ATE—R O.C. EXTERIOR O.C. EXTERIOR P-hook OPT.ANCHOR� C� TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 8" 8" a (SIMILAR TO THE 2-TRACK JAMB)AS MA�X.� MAX MAX REQUIRED TO MEET MIN.EDGE DISTANCE I 2-TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD NUMBER OF ANCHORS,THE MAJORITY MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS BE TOWARD THE INTERIOR OR EXTERIOR. i 12" MAX- JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.600" APER END @ 1"X.500- PER END @ 1"X.500" SILL SILL \ SILL EXTERIOR EXTERIOR EX7�ERIOR (3)TRACK WEEP HOLES 6"MAX. EVERY 24"Q 1.125"X.190";_f (6)TRACK WEEP HOLES\` (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"(�1.125"X.190"; EVERY 24"@ 1.126'X.190';; TO AID IN 24"0 1.376"X.600" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24'@ 1.376"X.600" 24"(9?1.375"X.500' NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT y REVISED OF ANCHORS REQUIRED IN THE P-HOOK. eu ainglCod•wieh en.Florida ``��ON..L.... NOA-No. 17-0420.08 ,lL,�:•'•�iGENSF'•.1�� i FIGURES PERTAIN TOTHE FOLLOWING PO. r• JAMB aeeic ANciicnLocATIMn• e•pition oet•04/14/2021 '• No.58705 � VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 6y —� = �IT�E�F MI•m ■ roduc Contro ANCHOR LOCATIONS C 14 J ROSOWSKI =0 T 0 `s•'FtO.... •'G�Z COPTRIGHT62017 PGTTL RIGHTS eNEURUSTRIES,INc. ENO CHANGES THIS SHEET. Ad 04/06/17 VEC ''�,S�ONAL"111111iEN�`��` Heed/91N C3+1 1070 TECHNOLOGY DR Am Jamb 6 N.VENICE,FL 34275 P-hook 7 941-480-1600 A.LYNN MILLER,P.E. ( ) SGD-5570� NTS � 13 OF 21 �� MD-5570.0 ,�� A P.E.e 6e700 CERT.OFAVM/7W00 HEAD 90'CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE FOLLOWING N•CORNER SI R fT t ANCHOR LOCATION& _11 H q" 4` 4" / 4" 4" 4„ 4„ liv 1 Head/SIR 1 3'22 EXTERIOR 3.22"EXTERIOR Jamb 1 5 2-TRACK 90'CORNER 2-TRACK SO'CORNER 'C4'ANCHOR LOCATIONS �� 'CE'ANCHOR LOCATIONS P410d( 7 (USE �- WHERE IS SPECIFIED) (USE WHERE IS SPECIFIED) 'C4'ANCHOR LOCATIONS ""ANCHOR LOCATIONS F-12-TRACK 90'CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE"C3"IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) �J R R R I 06 4" ¢„� 4” 14' PRODUCT REVISED s comp)ying with tha Florida EIY aullding Coda NOA-No. 17-0420.06 ezPlraeon Data 04/14/2021 4" 4" 4" EXTERIOR 3.22 EXTERIOR --3.22 3.22" 3-TRACK 90'CORNER 3-TRACK 90•CORNER (� EXTERIOR 'G'ANCHOR LOCATIONS 'C0'ANCHOR LOCATIONS � 3-TRACK 90'CORNER 3-TRACK 90•CORNER EXTERIOR (USE WHERE'CT IS SPECIFIED) (USE WHERE'CO"IS SPECIFIED) "CC ANCHOR LOCATIONS ANCHOR LOCATIONS J�/L (USE WHERE"C3"IS SPECIFIED) \11/ (USE WHERE-CS'IS SPECIFIED) R H R F I Az Z, 56ma 14 0O TF •�ar 7*3.22.• % s•'•R�ORIOI'..•'•\l 'C4'ANGTIOR LCOCAT EK7NS �— 'CE'ANCHOR LOCATEIONS EXT 4-TRACK BO'CORNER EXTERIOR 4 "Z90'C0FV= '''is��NALGUSE WHERETT IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) C4'ANCHOR LOCATIONS (v'� (USE WHERE Tr IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) A.LYNN HAILLER,P.E. NOTES: P.E.M 6070E FIGURES PENINN TO THE FOLLOWNO N'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: gp• 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D t J ROSOWSKI Lk 3)TRACK-TO-TRACK __I COPYRISHT020T7 POTlOU5TRIEENcNO CHANGES THIS SHEET. ��04/05/17 7 DISTANCE IS 2.375" 2.375" 2.375" ALLwOHreReaERveO FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR �� N.VENICE,FL 34275 (941)-480-1600 GERT.OF RUTH.I7a2BE SGD-5570 NTS J Q 14 OF 21 dl MDar570.0 �f A _____ HEAD 135*CORNER CLUSTER ANCHORS LAYOUT: SILL 135*CORNER CLUSTER ANCHORS LAYOUT: FIGURES PE"AIN TO THE -' FOLLOVnND 1,CORNER SLL ANCHOR LOCATIONS: 135' 4" 4 OEXTERIOR 4" Heed/Sm t n OR 3.22" EXTERIOR Jamb 5 fv1 2-TRACK135'CORNER 2-TRACK136'CORNER 4" 4" EXTERIOR P-hook 1 7 'C4'ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS 2-TRACK 135'CORNER V 2-TRACK 136'CORNER (USE WHERE--r IS SPECIFIED) (USE WHERE'C5 IS SPECIFIED) "C4'ANCHOR LOCATIONS 'CS"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE'C5-IS SPECIFIED) 4EXTERIOR 4" 4„ 4" PRODUCT REVISED M4" P 4" as Complying with th■Florida Building Codi 4„ NOA-No. 17-0420.06 Expiration Data 04/14/2021 EXTERIOR EXTERIOR EXTERIOR er 3,22"� �— Mlam ■ o ac on ro 3-TRACK 135 CORNER S-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS 'CS"ANCI[OR LOCATIONS 3-TRACK 135'CORNER 34RACK 135'CORNER (USE WHERE'C3'IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) "C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS USE WHERE"C3"IS SPECIFIED) USE WHERE'C6'IS SPECIFIED) 4" 4" 4" 4- Z * No.58705 EXTERIOR EMERIOR EXTERIOR EMERERR O� S 7E�j :•-✓L�� 4-TRAC70;— K 135'CORNER ,.TRACK 135 CORNER D 3.22" �L %CA`s -.<ORIDA.,.••�# 'C4-ANCHOR LOCATIONS 'C5 ANCHOR LOCATIONS 4-TRACK 136'CORNER 4-TRACK 136'CORNER (USE wHERE'C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) .4-TRACK LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE'C3"IS SPECIFIED) (USE WHERE TT IS SPECIFIED) A LYNN MILLER,RE NOTES: P.E.t 68706 FIGURES PERTAN TOTHEFOLLOWNG 13VCORIER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: L! VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 135' 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE , SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E J ROSOWSKI HeaNSYI 1 ® i Jamb 5 3)TRACK-TO-TRACK corralor roma l.TINDUSTRIES.INC. NO CHANGES THIS SHEET. �$04/05/17 P-hook 7 DISTANCE IS 2.375" 2.375" 2.375" ALL RIGHTS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR �� i N.VENICE,FL 34275 Q --- (941)-480-1600 6Z33S3 800 SGD-5570 NTS CERT.OF AUTN. 15 OF 21 g- MD-5570.0 Jill A HEAD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: F GORESPSILL MOOTHEFO TIOw — SPLICED BLL ANCHOR E FOLLOWS: SPLICE SPLICE SPLICE LOCATION 4" LOCATION 4" LOCATION 4" LOCATION EXTERIOR 3.22" EXTERIOR —3.22' EXT EXTERIORfS 5 1 (Vv1 A TRACK SPLICE 2I-Iy ANCHOR SPLICE 2-TRACK SPLICE 2-TRACK SPLICE � 'C4'ANCHOR LOCATIONS v 'C6'ANCHOR LOCATIONS P-haok 7 'C4'ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C6'1.9 SPECIFIED) (USE WHERE'CS"I3 SPECIFIED) (USE WHERE'C5'IS SPECIFIED) SPLICE SPLICE SPLICE LOCATION SPLICE LOCATION *4' LOCATION 4LOCATION 4".75" 1 M/ _ I PRODUCT REVISED comp)yln9with the Florida EXTERIOR 4" EXTERIOR EXTERIOR 3-TRACK SPLICE 3.22 EXTERIOR 3-TRACK SPLICE Building Codi 15 3-TRACK SPLICE ID 3-TRACK SPLICE "C4"ANCHOR LOCATIONS 'CS'ANCHOR LOCAHONS NOA-No. 17-0420.06 ' 'CIANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) USE WHERE'CS"IS SPECIFIED) Expiration Data 04114/2021 (USE WHERE-C3'IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) ; By Mi am- • roduct Control SPLICE 4.76" SPLICE SPLICE y SPLICE LOCATION LOCATION 4" LOCATION LOCATION 4" EXTERIOR04� EXTERIOR 3.22^ EXTERIOR 3.22" EXTERIOR 3.22" �1 01AY IYN4 I-, ('j 4-TRACK SPLICE 4-TRACK SPLICE `` 1vL 4-TRACK SPLICE �J 4-TRACK SPLICE 'C4"ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS . �� LIGENyF �(� 'C4'ANCHOR LOCATIONS "Co.ANCI IOR LOCATIONS (USE WLIERE'CD'I6 SPECIFIED) (VSE WHERE"Cr IS SPECIFIED) • ' � (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) _*;' No.58)05 a *= ,A .. _ ' T TE OF :•0� NOTES: %, ". <oRID .. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. . G F101ME6 PERTAIN TO THE FOLLOWING SPLK;ED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER.P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E N 5e7os 3)TRACK-TO-TRACK LI VINYL SLIDING GLASS DOOR NOA(LM) S 10/05/15 DISTANCE IS 2.375" t2.375t276" g FOR ALL HEADS AND SILLS: f j�x � ANCHOR LOCATIONS F 8a J ROSOWSKI COPYRIGHT C 2011 POT NDUSTRIES,INC NO CHANGES THIS SHEET. 14a2104/06117 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RIOMS RESERVED Head/SIN C 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR �a 5 N.VENICE,FL 34275 Jamb P hook 7 (941}480-1600 SGD-5570 NTS 16 OF 211111 MD-5570.0 'P A CERT.OF Aum.rWNI8 -- ---------------- PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL — -- - TYPES SINGLE SWOLE FlXED LOCKSTILE ASTRAGAL ASTRAGAL OABTRAGAL UTSIOEW NsiDEO L O�ASTRAGAL MIIRAGAL C GOUBLE INTERLOCK INTERIACK STILE WIHANOLE BOX OUT BOXW INTERLOCK �,= ASTRAGAL INTERIOR OR OUT IN RECEIVER RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED M LOCKSTILE (�. ,�.[� � INTERLOCK BrrERLTERLO E F PP K L L TC TA TV TW J o ASTRAGAL r LOCKSTILE our N�om B H P A C C SC SA SV SW SD NRT�OCK E�. ,., Z] INTERLOCK W pmom mmA� Q. FAD RR R S S FC FD FV FW A INTERLOCK LOCKSTILE STILE Iwrouq p�M vw D M ASTRAGAL cD LOCKSTILE NGLE CO ASTRAGAL LL BOX OUT L RL R TTUU DS INTI ERLOI CK IS IOp( W "B`BOX N T U J BOX IN U) mmm W T'w CT CS CF RECEIVER IN,or ASTRWAL AT AS DF ST GA VT VS VF ASTRAGAL PRODUCT REVISED RECEIVER as Complying with the Florida Building Cods IN.13S WT WS WF NOA-No. 17-0420.06 ABTASTRAGALe 04/14/2021 Expiration Date_ By Mia -0rroduct control LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE 'F"SHOWN. PANEL NOTES: `�•`��NY ILYN^r� �,� 1)SEE DP/ANCHOR TABLES 1 8 2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. M 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 No.58705 NOT AVAILABLE. PANEL TYPES aWROSOWSKI3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. srATE copvRloALLRIG T REWAX;TRles.wc. NO CHANGESTHIS SHEET. 4/05/17 ,o4)PANEL TYPE MAYBE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH Au RIaHTSReaeRveo ((� •. CORITYPESQUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 17 VENICE, L GY DR ENG II I11111� — — (941)-480-1800 SGD-5670 NTS 17 OF 21 t MD-5570.0 Y# A A LYNN MILLER,P.E RT FA M P.E.Y E8706 I --5.875 -�{� 10.635- --►�� E 540 125 -f( �. 291 560 061 .762 1 930 ❑ 1.81.100 2 � � ��� 1.681 .06211.9281 2 TRACK HEAD/JAMB Jl 6 O 7�CR(P(PI'SCRVC) 0 ANCHOR PLATE Q8.3011 1RACK INSERT 1p INTERLOCK CAP, Q ©4 TRACK SILL EXTENDED POCKET 5.178 1.000 252 231 .060 j3�2.060 100-y..8.250 78.250- � 1.436 f- I 062 1.613 .080 94 rT- f Y�Y' 1 ❑ ❑ 1.813 1.681 -^'�-.062 Ir 080 .100 LA6Jclll;"-A 1' SUPPOR OTTOM RAIL ©COOVER UTER SILL 13 COVERSILL ACK 17 P-HOOK ADAPTOR 18 P-HOOK O 3 TRACK HEAD/JAMB ®3 TRACK SILL 540 . 540 .291 .061 229 2.975 .0941 2.141-1 10.825- -�i-7 ab �{-( 3.000 .075 �I �n.,00 .6 77777-''���- 062 ma .062 2.807 I1.406 - 1.813 � 1.881 1 I FTENDED REINFORCEMENT REINFORCEMENT REINFORCEMENT O KEEPER KEEPER BAR COVER ®BAR FIXED PANEL CLIP PLATE ©4 TRACK HEADNAMB Li- 2 TRACK SILL 2.61� 2.838-�1 1.670 i-�- 1.825 1.686 �-+- - 1.595 f-+-- � 309 7� -7 2.898 T If 3.483 ,125 T] -( 04. 2.073 T 4.278 �� 2.833 2.368 � .400 .1 F .070 .075 4.635 ,100 300 2.026 .312 2.210 .090 2.116 8 a � ®INTERIOR JAMB COVER -� - 1� .182 I PRODUCT REVISED .110 �- .120 I"'�-.182 .120 I-+- �2.710 OM 2.281 .100 1'875 PANEL STILE,TOP ss eompl in with the Florlds ®AND STILE AND STALE ©REINFORCEMENT, REINFORCEMENT, REINFORCEMENT ®INTERLOCK ADAPTER ADAPTER K ®ASTRAGAL ADD-ON ®AND BOTTOM RAIL NOA-No.�o�s 117-0420.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT Exptrstion 0-t 04/1412021 3.345 Y -3.452- 3.326 r'� NOTES: Mlam-D Pro oat Con-trot 1.472 126 j� 919 1)SEE SHEET 4 FOR 3.209 - 126 060�` 3.713 _� 090 1- SILL RISERS. 2.176 046 1.500 3.247 3.346 __ 060 2)SEE 20 070 0� r.919 FOR SCREENrPARTS. •300 1.170 .229 ®136'CORNER @135'CORNER ®135"CORNER @135'CORNER �90'CORNER 40 90'CORNER 41 90'CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT EXTERIOR INTERIOR CAP L CAP, ASTRAGAL EXTERIOR CAP O INTERIOR CAP, IN INCHES. \0"` LYN/,'��'i N.cFHSF --1.9`12d 812 .210 .252 173 .061 -1 LI VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 :yF No.58705 ; 1.281 •062 1.281 1.281 1.261 1.261 _ }L EXTRUSIONS t J ROSOWSKI - 0 /��7�-, 'x_ 7/16" 1 p 7118" 1-1/1� 1-1/1 1-3/16 ��o.(�•'• SWARF BEAD ® COPYRIGHT 02017 POTINwsRIES,INC. NO CHANGES THIS SHEET. 04/05/17 '•.,FCORoI,.•' �. ® ©BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD ALL RIOHT9 RESERVED % s (� 1070 N.VENICNOLOGY DR ----- � �'I,S/ONAL,"7•\• ( SGD-5570 NTS 18 OF 21 MD-6670.0 f A A.LYNN ME,FL 34275 ILLER,PF- 941.1-480"1600 C TP22e P.E./68705 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO AEAD CLIP INTO INTO FRAME JAMB ATTACHMENTJAMB TO HEAD (4)CLIP ANC HO PANEL &SUBSTRATE, TYPE AS USED o USING 4 INSTALL ONE BLOCK AEADER ASSEMBLY IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. OCK TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTAL (3)#10 X ° TABLE 1 ONE BLOCK THAT 1.5"SMS / SPANS BOTH PANELS (3)#8 X q p 1"SMS d - - 7EFIXED PANEL CLIP \ tx I . 1 4 FIXED INSTALL ONE CLIP AT THE zs PANEL MIDSPAN OF EACH FIXED os(2)1/4" CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1/4"SMS #8X 1" \ SMS Po 21 BAR COVER \ -(4)#10 QREINF.BAR X 2"SMS #8 X 14/4'SMS1 q c � KEEPER to l 4-d JAMB TO THRU KEEPER Q MAX O.C.,SEE SHEET 10 TO JAMB o - SILL ASSEMBLY KEEPER ATTACHMENT LOCKING JAMB PRODUCT REVISED � REINFORCEMENT PLATE .,.omplyln with Me Florida �__ ❑ ewlding Cod. ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER +o Now Ho. 17-0420.06 (�34-1/2"MAX O.C. OXXX SHOWN Expirntlon Dnt.04/14/2021 '(�I Ml�m-Da ro uc on r (4)010 X 98 mf J 2"SMS u INTERLOCK � INTERIOR CLIP COVER f�7 � NOTES EXTERIOR 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 7 INTERLOCK REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. LYN BOTTOM RAIL °� w#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ` ��0•• � 11j SUPPORT ++ 2-1/2'SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. `I�ENSF (2)#10 X I-SMS I a\ _* NO.58705 THROUGH SUPPORT,(ox} L! VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 _ INTO PANEL&A A PANEL ACCESSORIES INSTALLATION a J ROSOWSKI = 1 A 93#10 X ASSEMBLY • =o s{,�E g 17-•.<v- I INTERLOCK SILL RETAINER 1-1/2•sMS cc)YR HTexo,7 PcrrwusTmFs iNc. CORRECTED#95 04/05/17 tC '•"<ORIDP,.' ��: CLIP ATTACHMENT ALL PANEL CORNERS uLwoNTsnEaEmrtD l % S WELDED,NO ASSEMBLY 1 N.VENICE,FL 342 5R ,'1S;ONAL INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS --- 111 (941)-480-1600 SGD-5570 NTS � 19 OF 21 X l MD-5570.0 � A A.LYNN MILLER CERT.OF AUTN.070M P.E./7870E BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: 1 3 6 fel 1s6 LTJ 106 7;4 171 17.9102 103 133 126 116 HORIZONTAL SECTION --- HORIZONTAL SECTION EXAMPLE 130EXAMPLE 33 O 131 Ov 6 11o 121 1 3 6 ElO 111 10 d 177 1 3 6 1 3 6 100 11s 116 112 120 HORIZONTAL SECTION EXAMPLE 104 HORIZONTAL SECTION 1n 702 EXAMPLE 1.081r-1.081 i � 1.202-1-�—�-I 1.778 1.778 I .875 �-�—.050 .045 .875� �+-- bO62 1.020 � —•-+�—.050 -120 FRAMESCREEN 121,5DERAIL, 122 ASTEN RRAGALEEN O .9931 �L LATCH ADAPTERL 082 L .062 PRODUCT REVISED 8100 BOX SCREEN 161 BOX SCREEN BOX SCREEN �s eom In with the Florida TOP RAIL BOTTOM RAIL 162 SIDE RAIL t^-I 1,436 6uildlny Co�i r--.725 NOA-No. 17-0420.06 127 .765 782 ttuplratlon Dab 04/1412021 04/14/2021 113 114 1.020 1.693 an 040 By —"j 1.373 r— 126 +7n .082 Mluml- a occontra 2 6 173 SCREEN VINYL 124 FRAME SILL 1'872 .055 063 2 4 6 ASTRAGAL SCREEN 0 1.833 124 ADAPTER ADD-ON 107 g .082 �J if.372 L p fo3 BOX 104 BOX 103 BOX SCREEN SCREEN SCREEN OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER EXAMPLE VERTICAL SECTION 1 306 EXAMPLE NOTES: ����OJAY LYNV .055 —^i 1,487 r- 1)ALL DIMENSIONS IN INCHES. 050— 1 48713 i 510---�-�pg LI VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ No.ti8705 I ° 14• _ SCREEN DETAILS A' J ROSOWSKI =�i BOX SCREEN BOX SCREEN BOX SCREEN HEAD . F(T. ;ck 106107106 •, STA E OF ��� ASTRAGAL SILL ADD-ON AND JAMB ADD-ON COPYR lro7o,7Porw0usrn1rs.lNc. NO CHANGES THIS SHEET. �� 04/05/17 ' tC '� ADAPTER w.niDNTs ne6ErtvEn .., \ 1070 TECHNOLOGY 4276R �a �''S�QNAL 1f-V` (941)-480-1800 SGD-5570 NTSjil 20 OF 21 f MD-b570.0 4 A A LYNN MOLLEA,P.E. CERT.OF AVTM./767Po REI 66705 TABLE C: TABLE D:BOX SCREEN # Part# Description Materiel # Part# Description Material # Pert# r Descrlptton Material 1 19001 2-hack Head/Jemb Rigid PVC 42 19086 SIN Riser-(2-//2') 6063-TB Alum. 10D 12266 Box Screen Top Rall 6083 T5 AI 2 19002 2-Track SIN Rigid PVC 43 19022A BIN Riser-(3112") 8063-T6 Alum. 101 12257 Box Screen Bottom Rail WW T6 Al 3 19026 3-Track HoaryJemb Rigid PVC 44 19023A i Sill Rlser-(4-1/16") 8063-T6 Alum. 102 12258 Box Screen Side Rall M T6 AI 4 19D26 3-Track SNI Rigid PVC 46 IOD24A SIN Riser-(4-618'/ W63T8 Alum. 103 64428 Box Screed Interlock 6063 T6 AI 6 19027 4-7mck HeedrJamb Rigid PVC 60 718809W .187"x.320"Flnseal(Stile) 1D4 17347A Box Screen Snaps Bug Flop 6083 78 At 8 19026 4-Track SNI Rigid PVC 61 71896K 1.1/7'x 1"x 314"Fin Seal Dust Plug 1 106 64346 Boa Screen OXO Astragal Adapter 6083 TB AI 7 19009 Frame Screw Cow Rigid PVC 62 71686 Oust Plug 108 17349 Box Screen Astragal Adapter 8063 T6 Al 8 18031 Anchor Plate 608376 Alum. 80 418041 Interlock Glp Cow PVC 107 19039 Box Screen Frame SNI Add-on WW T8 A 9 19007 Track Insert 806378 Alum. 61 78163X Tandem Roller Assembly SS 106 19038 Box Screen HeadUamb Add-on 8083 TB AI 10 19084 Interlock Cap-Extended Packet Rigid PVC 62 78163N Tandem Roller Assembly Nylon 109 720X1)( #1420 x 1"MS Top Pall SS 11 19036 Bottom Rall Support 6083-TB Alum. B3 78X76FPTX #8 x 3/4"Ph.FH SMS Q Roger&Rdnf. SS 110 72OX112)( #14.20 x 1.112'MS @ Bottom Reil $S 12 190DOA Outer Sill Cow 6063-TO Alum. 64 419042 Frame Header Black Nylon 111 71793G Watp,.270"x.150"-Fn Sed 13 19011 SIN Track Cow Rigid PVC 66 48062 Roller Acl.Hole Plug PVC 112 61806K Wetp,.187"'x.600"®Bug Flap 17 19032 P-Hook Adapter 606378 Alum. 68 44356 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roger len 18 19020 P-Hook 608378 Alum. 87 76X114FPTX #8 x 1-114"Ph.FH SMS 418umper Stop SS 114 7SRAX HD Roller SS 19 19D47M Extended Keeper _ 6083-TS Alum. 68 718980 SIII Plug PVC 115 varies Strom Locking HerdNar• Steil 20 19029M Keeper 6083T6 Alum. 89 78186)( Gemini Mortise Lock wflang Trim plate SteegSS 118 419063 Screen Keeper Sled 21 19014 Reinforcement Bar Cow Rigid PVC 70 71032)eFPFX 1032 x 1"Ph.FH MS C Lock SS 117 7BXIPPA #8 x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 6005-T5 Alum. 71 varies_ Hondo Kit Cast7Jnc 118 1692/314 Screen Spline-.150"&.185" Vinyl 23 19037M Fixed Panel Clip W63-TB Alum. 72 19054 Interlock Retainer Clip Nylon 119 181SC20 Screen Cloth Fiberglass 24 19036M lReinforcoment Plate 0083-TS Alum. 75 Kommeriing 4SG TPS Spacer System TABLE E:STANDARD SCREEN 26 19017M Top Reg,Bottom Rail and Lockstlle 6006.76 Alum. 78 Quanex Super Spacer nXf with Hot Mab Butyl Sae Shed ZS 18048 Reinforcement10� # Part# Description Material CoReinforcement mpoege 77 Quanex Duresaal Materiels 27 19018M Interlock.30D Reinbrcement,Std. 6006T5 Alum. 78 Cardinal XL Edge Spacer 120 72033 Screen Frame Rail 0083 75 ql 28 19013M Interlock.400 Reinforcement,HD 8D09 Alum. 79 Dow Coming 906 or GE-7700 Backbedding Silicone 121 12026A Screen Frame-Side Rail(Latch) 6083 T5 At 29 19019M Astragal Reinforcement BOD646 Alum. 60 19090 7/16"Square Bead Rigid PVC 122 17383 Screen OM3 Astragal Adapter 6063 T8 At 30 19083 Extended Pocket Interlock Adaptor 608378 Alum. 81 7/16"Boded Beed Rigid PVC 123 4863K Screen Vinyl Astragal Adapter Rigid PVC 31 19005 Interlock Adaptor Rigid PVC 82 19044 1-1/18"Beveled Bead Rigid PVC 124 190128 Frame SIII Screen Add-on 8083 T6 AI 32 19008 Astragal Add-an Rigid PVC 83 19046 1-1/16"Opee Beed Rigid PVC 125 BFP95K Bug Flap,85+/-5 duro. Vinyl 126 78X712PSAT-S 48 x 1-112'Ph.PH BM8(Assembly) SS 33 19004 Panel Stile,TopfBdtorn Rab Rigid PVC 84 19016 1-3/16"Ogee Bead Rigid PVC 127 712027 Corner Key Wheel Assembly(Standard) Nylon 34 19040 Interior Jamb Cover 8083T8 Alum. 85 71726K Setting Block 1/2"x 4"x 1/16',86+1-6 duro. Neoprene 128 71202755 Corner Key Wheel Assembly(HD) SS 36 19078 136'Comer Astregel 6083T6 Alum. Be 71726K Setting Block V x 4"x 1/181,86+/-5 dura. Neoprene 129 Varies Screen Locking Hardware Steel 36 18077 135'Corner Astragal Passive Mount 6063-Ts Alum. 90 781 PSTX 08 x 1"Ph.PH SMS @ Frame Assembly ___ _SS__-_ 130 710X34PPSDAX 410 x 3/4"PR PH SMS la Soreen/1st. SS 37 19079 135'Corner Astragal Cep-Ext. Rigid PVC 91 7BX114PHPT41OX #8 x 1-1/4"Ph.PH SMS®Ralnf.Bar SS 131 7BX12PPSMSX 48 x 1/2"Ph.PH SMS a Door Ast. SS 38 IWW 136'Comer Astragal Cap-ht Rigid PVC 82 710XiPHPT1"X #10 x V Ph.PH SMS®Roll Support SS 132 1892/3/4 IScreen Spline-.146" Vinyl 39 19078 90'Corner Astragal BOB3TB Alum. 93 71OX115PPX #10x 1-1/2'Ph.PH SMS Fxd.Pnl.Clip 83 133 1816020 Screen Cloth Fiberglass 40 19081 90'Caner Astragal Cap-Ext. Rigid PVC 94 710X2.6PHPT168X #10 x 2-112"Ph,PH SMS®Relnf Plate/Ast. SS 41 19082 90'Comer Astragal Cep-Int. Rigid PVC 95 71420)2.26FPFX #12 x 2.1/4"Ph.PH SMS @ Hdr.Block SS 98 71OX1.76PPX #10 x 1-314"Ph.FH SMS @ Ast.Mount 6S PRODUCT y REVISED 97 71OX34PPX #10 x 3Ph.PH SMS a Ext.Pkt.Int. BS 6utlding Cl."'th aha Fiorrda /4" �`ONY LYNN BB 710X2PPX '1#10 x 2'Ph.FH SMS Q Keeper 88 NOA-No. 17.0420.06 : '� •' .,10EN M� Expiration Det D4/� _ - =7�•? VINYL SLIDING GLASS DOOR NOA(LM) � 10/05/15 BY No.58708 - _ Mlam-- •ProdMt Control PARTS LIST �p J ROSOWSKI ^70O' COPYPJ�R 017 oIGKrSGTT�WMEs,w- NO CHANGES THIS SHEET. @A 04/05/17 i�ss RIDP.. •G��; NOTES: 1070 TECHNOLOGY DR { �� 7<ED ;�NAL1%0\�v 1)ITEMS#14-16.48-49.53-59,73,74&87-89&99 ARE NOT USED AND ARE N.VENICE,FL 34275 NOT PART OF THIS APPROVAL. (941)-480-1800 SGD-5570 NTS >J 21 OF 21 i MD-5570.0 A A LYNN MILLER,PE ceRT,Or RUTH.X20201 P.E.s 58705