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HomeMy WebLinkAboutNOAoq�q? ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLI RECEIVED REVIEWED.BY MIAP11 ADE DATE 31 2018 PLANS AN PERMIT MUST E KEPT ON 30B MUM[-DADE COUNTY o SITE OR NO INSPECTION(S) WILL BE It ARRing Depart PRODUCT CONTROL SECTION ent St. Lucie County 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION I' (786) 3 t5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive, SCANNED North Venice, FL 34275 BY SCOPE: St. Lucie County This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM 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 "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 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date b the Miami -Dade County Product1 Control Section. MISSILE IMPACT RATING S� �Missile-lmpact-Risis&iif ' 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 steal l 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 is f I'] Expiration Date: April 14, 2021 FILE Approval Date: September 28, 2017 C Ir Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11106115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/1112016) 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) G-� orge M. Plasencia, P.E. product Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A -I thru A-22), dated 11/19/10, signed and sealed by Jorge A. Canso, 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 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. Pro et 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 NOA No. 11-0I07.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5111 Edition (2014) and FBC-6" 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. Pr duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3)ANCHORAGE' THE 33-1)3'A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION. LTD. WHITE RIGID PVC NOA, VE WOO TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL4i337, 6338, 8646-6649, 8652 & 8717; EXOVA-10-002-792(A) & 1D-00640231; CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENT'S OF THE FBC, INCLUDING: THE 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 BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE, 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES, ANCHOR NOTES: 1) FOR CONCRETE)CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN IAA' THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1 W THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NOW SHRINK, NON-METALLIC GROUT, MAX. 114" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF Omup MW[ SubMw Fnme Memhe[ MIn. EOae Dl ce Min. ETIDeement A tl1S, eleeI5M51G5)e[ 4fa ss. S ( Ima i Nueada/F) P.T. S.NMm Plna (SG-MBS) H[aNWI/Jamb PIP Pi k 0110 1416' AWnlnum. 606}T6' a125• mI.. mM4nma 1MaN5111/Amb 0/0" Ile P n.a via• W sleet, Ane N.060' min NOnce[) H .wslNAmh via' 0AW ob Rwk 1Y 0.060' 3kaISIW.Ae530t9P .Wt' mbI. IH[wnaca WeNSIIV. 10' 0.071'(14 Ga.) PM1ook Yn• 0071- 14 Ga. V4'EI[[UN�reon P.T. Sddbem %no SG.0.55 Jamb V I-W P-nook 1• I.vb• Va• 8.1410 S.S. Cnu%e. P.T.S hmPine 6G=0.55 l dvswaR 1• 1 PhooY 1' 1a2' B dlR, eleelwpJacmi (GS) P.T. Sewbem Plre G•O.S Wed5W,bmb e.'16' IWC PMok 1-Y,Y 1/4'EI[a Nlrzwn f mle Mn2MiM P.k I-L6' YmN50YYmD 1-YT Una.W CMU• A52 JmM 1-V4• Plwok I-114' unamnl LN A.W U90 1-1N• P-0.d 1AM• C 1A'0c0410S,5.Gnl8Flx C _t. ,In. 3.35 kin)Pi t &S&Jamb R22' 1-&4• ok I.M. IN' ElaI, I"$.S. Aaa�.Gmm urcnlu m1n. 222 ka xnIWS4 nIb fare' P.FnbN +arC Lklg [tid CMU, sTM csO Jmb 1.1H' P-0ook L16' 11P Ek[Ukuon a mb,.Z.5 2ia6 Ml x0.ersuuJamb avr 1a 14Ur ltrpmubd GlU, TM GW Ja 2 1-1H' PMah 2417nrY I-1/46 G v4•FJce 4la s.s. cn1.%e: e. 3.3sk ^M`3]swe WWEYk 1-LP Pimx ;,,T�Ill Tllz 14Y6' (AGTM C-90 PMaM 2-IYY 1-1N' IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 NOTES ............. I CONFIGS.......... 2 :HOR TABLES........ 7.8 LE............................9 IG DETAILS ............ 10 IR LOCATIONS ....... 11-16 TYPES ................... 17 SORI ES .................. 19 N DETAILS ............. 20 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO I as PI i 9[elN tee Fleriaa MEE'1"MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA NOi N9�eao BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING Jo. 7T-04 URISDICTION. NDA-N--- 'UNGROUTED CMU° VALUES MAY BE USED FOR GROUTED CIVIL APPLICATIONS. SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODESI STANDARDS USER SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. -N17 RORIDA BUILDING CODE (F9c), 6TH EDITION I IN C DE FBC 5THEDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 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 HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE, ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2). VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. . 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. .2014 RORIDA BU lDG0 ( ). .ASTM E130M9 .MISIJ F&PA NDS-2015 FOR WOOD CONSTRUCTION e&UMNUM DESIGN MANUAL, ADM 2015 -AS151W-12 -AISC 03040 Metedel Min. Fa Min. F. Sleei Screw 92 kei 120 k31 410FCn BO kel 110 MI EIoo A,K -0 .® 57 ks1 wMI St. UlnOInIS IM kfi1 177 MI 4108SEInCreleH.V 127AMI 189.7W fi063-TS AIVMnum 15kW 22MI A30Steel 36ksl WWI 4.MSteel Stud 30Mi 45MI VINYL SLIDING GLASS DOOR NOA (LM) GENERAL NOTES UPDATED TO FBC 2017, VINYL MFG. SGD-55701 NTS Q 1OF 21 1 10/05/15 *: No. 58705 —v :Clyy� � ;A�.6�•., J ROSOWSKI siak�� �a 04/05/17 A.LTNNMILLER,RE. MD-5570.0 �d! A PE.tl 597a5 MAX. UNIT WIDTH MAX, UNIT WIDTH MAX. UNIT WIDTH -III MOM. PANEL WIDTH MOM. PANEL WIDTH MOM. PANEL WIDTH I MOM. PAN PER TABLES I� PER TABLES 18,2 PERTABLES182, PER TAE l I � I � I MAX. LIMIT HEIGHT I Ik MALT; HEIGHT / ' I / / I" MAX. UNIT HEIGHT I I" MAX HP PER TABLES 1&2 Ie PER TABLES I&2 / / I PER TABLES I&2 / / p I TABU 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MOM. PAN PER TAE MA) HE PERTAI MOM. PAN[ PER TAB MAX HE PERTAE LWIDTH 2 LESt&2 M/K. UIVII VVIVIM ^j _I .. UNIT GHT CSJ LESI&2 �. wcxr 5-PANEL CONFIGURATIONS e EL WIDTH LES 7 & 2 MHh. UIVII WIV 111 UNIT - - GHT S1&2 MAX. UNIT WIDTH MAX, UNIT WIDTH MOM. PANEL WIDTH MOM. PANEL WIDTH PER TABLES 1 & 2 PER TABLES 1 & 2 T I MAX. UNIT HEIGHT PERTA13LES I & 2 / / / NIHA. VIVII 'IVIV III ^I q}{C7J P 10L//t� / — / / MOM, PAN PER TAE IE MA) IkHE PER TAI =1� J MAX. UNIT IS HEIGHT J PER It TABLES 1 & -- J 6-PANEL CONFIGURATIONS Itounxm L WIDTH -ES 1 & 2 M{IA. UIV11 WIUIH UNIT [R9� GHT Ci / LES1 &2 v Expiration Will the Florida I 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 'X"=OPERABLE PANEL '0'- INOPERABLE PANEL 8-PANEL CONFIGURATIONS DLO WIDTH =MOM. PANEL WIDTH -BA/16°'�i MOM. PANEL WIDTH =PANEL WIDTH - 1-3/16' 1) ALL CONFIGURATIONS SHOWN ARE ALSO 'V POCKET DLO HEIGHT =DOOR HEIGHT - 11 -1/16" ��aSN�N�cemNN4y/,,, SE' LOCATIONS. EXAMPLE; 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXP. OXXX IN e'' POCKET CONFIGURATION CAN BE OX%Xp. PANEL HEIGHT=DOOR HEIGHT - 2-1/2. = * : No. 58785 2)go- &135- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS, DOOR N04(1-M) $ 10/05/15 AN0 IS TO BE DESIGNED BYOTHERSAND 'g EXAMPLE CONFIGURATIONS ffiJROSOWSKI 3)POCKET WALL ORCAVITY IS NOT PART OF THIS APPROVAL REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER mFracxremn larwwspueswc ulneO $ NO CHANGES THIS SHEET. 'A 04/O5/17 I 'ogONAL 4) FOR MOM. PANEL WIDTH. SEE TABLES 1 & 2. Q ECHNPLL 3GY Zg g I11 5)MAX. ALLOWABLE FRAME SQUARE FOOTAGE =472.656 FT' I —SHEET NUMBER N. VENICE 42 5R 941 480-1600 1SGD-55701111 20F 21 $ MD-5570.0 g$A III NS XLAJNWPEaW1. moo a pfj �los CONCRETE/CMU 1/4" MAX. TYP.ANCHORTYPE, •.' EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 8 NOTE IN BELOW EMBEDMENT EDGE. DAYLIGHT OPENING' WIDTH DETAIL 81 METAL TYP., SEE ANCHOR AstRAcu. DETAIL Cl DETAIL Dt NOTE 4, SHEET I; MIN. OF FACING FM.I INTERLOCKVRO METAL THREADS BEYOND THE MPTAI SIIRSTRATE FRAME WIDTH REQUIRED IF DOOR HEIGHT IS OVER SV (4)URUKEEPER 3.F O.O. SEE 51 ••••,••• �: •.. a �V•v 04 I u 1a setnmtn, ff1T n xe 1/4"MAX. --� THIS SHE THI55HEET JL THI55HEET I SfE NGTE O, iX OR 2X WOOD 32 THSSHEET EMBEUMENT— S / / BUCKSTRIP, SEE SEE NOTE 6, THIS SHEET za pe X3/4" SMS REINFORCEMENT SCREW;7 ANCHOR / / NOTE 3, SHEET'I------J"� s3 PER STILE, LOCATED AT CENTERLINE AND 6'. PLATE EVERY )// HORIZONTAL SECTION(XXX SHOWN) �9"812'FROM ENDS (FACTORY INSTALLED). ANCHOR DETAIL 62 LOCATION � i DETAIL C2 DETAIL D2 DETAIL A2 11ff0 Mnsorav l AS7Rw6u INfERLOLH FALWGINf. 2X WOOD BUCKSTRIP OR �� REOUIREUIFDOOR EMBEDMENT xt HFGHT60VER9G' r------- FRAMING, SEE ANCHOR 19 DAYLIGHT 81 1/4'MAX. -+j I I Q R NOTE 3, SHEET 1 OPENING EDGE WIDTH T DISTANCE I I TYR ANCHOR TYPE, o SEEN 6. ENOT6, BISSH25ET T EMBEDMENT AND TVP. ANCHOR TYPE, EDGE DISTANCE PER d e6 •rs a EMBEDMENTAND r� q SUBSTRATE,SEE e p EDGE DISTANCE TABLE A, SHEET 1 8 31 `� o e I I NOTE 3, BELOW PER SUBSTRATE, '� � SEE TABLE A, SHEET �e EDGE ° d b EKTEmOR O)TXRU KEEPHEET• 1 & NOTE 3, BELOW "1➢�11:� I fT DISTANCE �e �3.6'O.G., 5EE5EEf 19 1B _ Lb --_—J I- 1/4'MA% PANEL WIDTH ASTRAGAL MAY PER ASMAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP S INTERIOR OR NOTES ANCHORS, SEE EXTERIOR DIRECTION. 1)DETAILS APPLY T02,3AND4TRACK CONFIGURATIONS. REIN RCEMENTTYPES IS EENOTE6THSSIMET1 DETAILSHEETIB ALL PARTS IDENTICAL. 2) SEE R TO SHEET 13 FOR NOTES, SHEELOCATION FOR ALL LOCKSTIL 3) SEE SHEET t3 FOR ANCHOR LOCATIONB SPACING. FOR A 71U%Ga.s, Fa Sol xs xp ANCHOR QUANTITIES, SEE TABLES i 3 2. STILES ANO71 41 CONTINUOUS ANCHOR PLATE. ITEM I/R, IS REQUIRED AT ALL xowzoNTAL BARS FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. (//1 6) SEE TABLES i & 2 FOR REINFORCEMENT REQUIREMENTS. ALL INIERL0CK3( 71 Ho 11 20 _ REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY II\ THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HO 7) SEE SHEET 20 FOR SCREEN DETAILS. 9VINYL SLIDING GLASS DOOR NOA (LM) u 10105/15 INSTALLATION, HORIZONTAL X-SECT.&" J ROSOWSKI p' NO CHANGES THIS SHEET. 100,1105117 NTS 111 3OF 21 19$I MD-5570.0 DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE; EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 8 NOTE 3, BELOW PRODUCT REVISED complying with the Flaritla BUIIEInp �oeo Non -Ho. 17 0420,06 E pl=Uon Date 041IW2021 * r No. M705 0 ;Ga..rf'�1T DETAIL E1 IWO MASONRY 1%BOCKSTRIP CONCRETE/CMU PERANCHOR REQUIREMENT ANCHORPLATEAT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT B%Temnx a 114" MAX. GROUTAS NEEDED,SEE ANCHOR NOTE 5, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET c EDGE _ DISTANCE I DETAIL E2 NTO WOOD 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE 1 & NOTE 3, THIS SHEET 7 DISTANCE r I EMBED- �MENT t T 1/4"MAX. l Q 1X OR 2X WOOD M�l so BUCKSTRIP, SEE ANCHOR NOTE 3, /l SHEET 1 FOR COCKSTILES, ASTRADALS, FI%fD STILES AND RowzDN nL RAIL$ zs FRAME FEE HEIGHT NOTES, THIS SHEET FXll1 34 G ea 114 ' MAX, EMBEDMENT LLM DETAIL E3 IMDANSONRT CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE .BIB TANCEJr. 'AN (EMBEDMENT MAX. DETAIL E4 IN(O METAL DADE APPROVED MULLION, FL COMPLIANT ALUMINUMlSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A. SHEET 1 EDGE DISTANCE EMBEDMENT MAX. `( °J /TYP. ANCHOR TYPE, EMBEDMENT AND / TYP. ANCHOR TYPE, EMBEDMENT AND L 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 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, 98X314" EMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1&2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM 88, IS REQUIRED AT CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS, PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SII L. RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. DLO WIDTH NOM. PANEL WIDTH -8-9/i6" DLO HEIGHT = DOOR HEIGHT - 11-1/1W PANEL HEIGHT= DOOR HEIGHT .2-1/2" LSHE '3� .390� .390 F­ r.390 1.193 2.947 SHOwN 1.917 2.887 2.370 �6441 p4J 45 ALSOAPPLY .823 L 1.917 060 .060 .OfiO 21/2°=TOTAL--�— SILL HEIGHT SILL RISER SILL RISER 4L SILL RISER SILL RISER �z (2-1R"TOTAL 9a (3AW TOTAL (4-1/16"TOTAL 4s (4-618"TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EMBED- ' R :I EMBEDMENT L EDGE" MENT DISTANCE EDGE TYP. ANCHOR TYPE, TYP. ANCHOR TYP( DISTANCE EMBEDMENT AND 2XWOOD OUCKSTRIP OR EMBEDMENT AND EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE CONCRETFJCMU PER SUBSTRATE, NOTE 3, SHEET( PER SUBSTRATE, PER ANCHOR DETAIL FI SEE TABLE A, DETAIL FZ SEE TABLE A, REQUIREMENT INrOANSONRY SHEET 1 & NOTE 3, lxro wood SHEET 1 & NOTE 3, THIS SHEET - THIS SHEET VINYL SLIDING GLASS DOOR NOA [UM) JAI 10/0511! Al If INSTALLATION, VERTICAL XSECT. &m JROSOWSKI Ol acs,wc. ENOHANGES THIS SHC-ET. �0 04/05/17 a 34275 600 SGO-55701NTS 1.11 40F21 �$ MD-5570.0 44 A PRODUCT REVISED as complying with tuo Florida Building Coda ND .. 17-0420.06 E.0-tam Data 0411412021 LYivly No. 56705 .? " .O�'. STTATAT E OF (N` IFS' :A.(ORiOP,.� GNt'� I "iEN1`�� A. LYNN MUER. P.E. 2 K�O�OO 4 r NIERIOP 21 Ixienlaa Q 26 Ofl m 11 19 �(4)THRU KEEPER � � 8 2 25 P28 T 96 MA%18.5'OC. INTERIOR 83 0 @WX3.6'OL.. SEE SHEET 19 - INiEPpP DETAIL H2 c p J9 9 1) ® 96 4 iIIR 7 � 1 Q E%fEPIOfl � 9M OUtSIOE CORNER [,o0 ��JJ .KEEPER 19 9.5"O.C., SEE SHEET I9 OJJJ❑ ) 1»a 40 33 9B u u O TERIOR j•I 09 MhC 186'O.C. 25 fl 28 �IIL�n�rp1D N EMFnNon v 135° EXTERIOR V - 41 90° u q 0 - DETAIL G1 1 CO INSIDE CORNER M LS DETAIL H1 80' IN_SIOG WNNEft ti 33 MAX ias'O.C. 9a <9 d 0��j��9J E %iERIOP INTEM1gR 11 _ (4)THR KEEPER DLI EMERIOP yy 9E)ox 3 3.ET19 1 t SEE SEE SHEET I9 O\ jL tB O ��� PROmUCT REVISED emia'malY� Bwun mo wonaa u NON-N9. 17.0420.06 .4i4\ /� In - EXplratmn Date 04/14/2021 2 NOTES q ILIS 1) ILS T02,3AND CONFIGURATIONS. __ �0 2) SEE SHEETS 14 815 FOR ANCHOR LOCATION 8 SPACING, FOR ANCHOR SEE SHEETS 14 ANCHOR LOCATION 26 J32e 36 � QUANTITIES, CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. ` "IoV1Y LYN/V '11, ` ' 4, (� J5 ; �4,: �ICEN,9E e5 C.' P MA%1&5'O.C. O VINYL SLIDING GLASS DOOR NOA(LM) 010/05/15 N0. 58705 _*(• '•*� (4)ilmu KEEPEa N]MAX m19 J.5'O.C.., SEE SHEET I9 DETAIL G2 9XTew0a 1 CORNER ASTRAGAL HORIZ. X-SECT. $'JROSOWSKI 1u OUTSY]E CORNER cOPvwGrrtO mn PGTwousmEs,mu 2 NO CHANGES THIS SHEET, rc1� 04/05/17 &LRIGNis PP E0 'r22�NAL 1070 TECHNOLOGY DR x§ �� N. VENICE, FL 34275 (941).450-1699 MO-5570.0 j°z A SGD-5570 NTSIII 50F 2t AAYNN MRLER.PE. CERT. Or AOTK XM9c s' P,E058205 DETAIL 11 OPTIONALL i INro MnsoNlxv STRRUCTURUCTUR AL ANCHORS FOR �e INTERIOR POCKET '• INTERIOR al JAMB et v INTERIOR POCKETS MUST �L4Jl SEEHIS 1, THIS snEHEET W INCLUDE NONSTRUCTURAL, - FRAME JAMBTOREDUCE THE POSSIBILITY OF WATER �1e� f INFILTRATION. 1/4" MAX. POCKET BY OTHERS, SEE NOTE BBELOW. .:EMBED; TYP.ANCHORTYPE, EMBEOMEN I' a EDGE AND EDGE DISTANCE SUBSTRATE, SEE TABLE A, SHEET 1 DISTANCE S NOTE 3, BELOW INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 I WO METH. EMBEDMENT F.M. V EXTERIOR POCKET DETAIL 12 IMG MPSONRT TYR ANCHOR TYPE, EMBEDMENT EDGE y DISTANCE ; AND EDGE DISTANCE PER C .A SUBSTRATE, SEE TAB LE A, SHEET 1 & NOTE 3, BELOW T EMBEDMENT I. 9•- ,, -,� E% pOq n 1/4"MAX NU V SEE FIG I, THIS SHEET ..___..._..._..T TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET.1 8 NOTE 3, BELOW 1CHOR EMBETD}MENT'jLL— 114" J MAX SEEFIGI, THIS SHEETj1 NOTES 7) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING. FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. G) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE. AUTHORITY HAVING JURISDICTION. N. CONCRETE/CMU PER ANCHOR REQUIREMENT FOR DOOR HEIGHTS 96' AND LESS: 91 q �d O.C. I EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED DISTANCE FRAMING, SEE ANCHOR aecomplY Eeta9 se Wth the Florida NDA-Na NOTE 3, SHEET NOA-No. 17-0420.06 \ /—OPT. ANCHOR lb,pl.11on Data 04114/2021 DETAIL 14 IMow000 Ll'"L'T EzrEwn EXTERIOR POCKET ���TIV p.... LYN...AF1 OGENSF ((� P * ; No. 5870.5 @ VINYL SLIDING GLASS DOOR NOA (LM) 10/06/15 ' 1 P-HOOK EXAMPLES HORIZ X SECT Sm J ROSOWSKI it ., yy �0�-., STA4 0 lt�W, m e NO CHANGES THISSHEET. a4fi 04/05/77 �,Fp_�.tOWON..'���C NITS 1i41 G OFNTS G OF 211o£1MD-5570.05570.0 Design Pressure (DP) and Anchor Quantities Required, (br all appro�d configurations on Sheet 2) Use this table for. Daw Crut Height Glass Types 1, 1A, 3 or3A 80' 84' 96" 6B-1Sfi6• DLO Height 72-15HG DL0 Height 5415H6DLO Helghl Astragal Reintomemenl 029 Anchor Group Awhw Gro p Am,I rGww Lockslile Reinbrcement#25 a 026 A B C D A B C D A B C D SW. Inlerleck Reinforcement#27 Design Presstne +60/-60psf +BO/SO par +60/-60psf 1&1/6• I Head/S91 C3+1 p+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24• DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Widh Rhook 7 7 T 7 7 7 7 ] 8 8 8 B Design pressrae +601fiopsf +60/-60psf +60/-60psf 25.118' H d$S81 C3+1 C3+1 C3+1 I C3+1 C3+1 G3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 30' DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 WIdM P-twok 7 7 1 7 7 7 7 7 8 8 1 8 8 Design Pressure +60Ixopsf +60/-wpsf +601fi psf �' 3141W HeaNSill C3+1 C3+1 C3+1 C3N C3N C3+1 C3+1 C3+1 03N C3+1 C3+1 C3N y 36' OLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Witllh P hook 7 7 7 1 1 1 7 7 8 8 8 8 u DesignPresswe +60/-60psf +60/-wpsf +60/40psf z 37-118' Head511 C3+t C3+1 C3N C3+1 C3+1 C3N C3+1 C3N C3+1 C3+1 C3a1 C3H 47 DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 wiam P4 ok 7 7 7 7 7 ] 7 ] 8 1 8 1 8 1 8 Design Pressure +ao/-60PS1 +60/-60ps1 +60/-60psf 4&Le" HeaSSIII C3+2 C3N C3H C3H C3+2 C3+1 C3+1 C3+1 CS+2 C3+1 C3+1 C3+1 4W OLD Width -bmb 5 5 5 5 5 5 5 5 5 5 6 5 P-hook 7 ] 7 ] 7 7 ] 7 e I e 1 e 1 e USED IN EXAMPLE ON SHEET 9 TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSERVALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) OP. 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. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NCTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION 8 SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES, ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TA13LE Bi, THIS SHEET. # OF ANCHORS THROUGH THE HEAD S SILL. (EX: FOR C3+1,3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND i ANCHOR REQUIRED AT _ MIDSPAN OF PANEL). _�—TOTAL # OF ANCHORS THROUGH THE JAMB. - \\-THE #OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TART F R1- W ater-Limited (+) Design Preawro Sill Weer Nam. Sill Height Mak. (+)DP Alimred None 1-11/1W Sea Note 2 42 2-1/2' +38.7 pst 43 3AIT -60.0 Fell 44 4-1/16- +60.0 psf 45 4-T8- +60.0 psf FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (ON) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 8-9115' DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) 1ALj0Tn DP S ANCHOR QUANTITY TABLE fi� J ROSOWSKI m is,noson panxvps*nes, roc. d NO CHANGES THIS SHEET. �3 04/05/17 ulmslrtsacssnreo __._ 70 TECHNOLOGY OR vi @g 1. VENICE, FL 34275 pp (941}48P7800 SSGD5570j NITS 5170F91 1921 MD-5570.0 —A PRODUCT REVISED as omplying with tno Florldo 9urlJlne COOo NOn-Nv. 77-0420.06 Expuativn Date 04/14/2021 No. W705 ii tAs�e z Design Pressure (DP) and Anchor Quantities Required, (for all approee configurations on Sheet 2) Use this table far. Glass Types 2 or 4 Astragal Reinforcement 029 Lockslile Relydomemeni#25 HD Interlock Reinforcement #2B Door Unit Height 80" 1. 96" 108" 120• 68-15116" DLO Height 72-15/I6" DLO Height 84-75/18" DLO Height 96d5116" DLO Height 108-16/16" DLO Height Anchor Group Anchor Group Anchor Group Anchor Group AnchorGmup A B C D A B C D A B C D A B C D A B C 0 Design Pressure +100/400psf +1001-100psr +foul -limps! +60/-65 psi +60/-65psf 19.118 HeadrSlll C3+1 C3+1 C3N C3+i C3.1 C3+1 03+1 C3+i C5+1 C3+1 C3+4 C3+7 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24• DLO 5 5 5 5 5 5 5 5 5 5 5 5 8 fi 6 6 5 6 8 6 Width .Iamb P-hook 7 7 7 ] ] T 7 7 e 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +1001-f00psf +100/-100psf +100/-100 ps/ +60/-65Ps1 +60/-55psf 2S1l8' Hnd(Siil C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 03+1 C3+1 C5+1 C3+1 CS+7 L3+1 C3+1 C3+1 C3+1 C3+1 CS+1 C3 I C3+1 C3+1 30" DLD Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 8 6 6 6 6 6 6 Width P-hook 7 7 7 7 7 7 T 7 8 6 B B 9 9 9 9 10 70 10' 10 Design Pressure +100/-f00 psf +f00/-100psf +100/-000 ps/ +60/-65ps! +60/-65 ps/ 31-118• HeadI5111 CS+2 C3+7 C5N C3+1 C5+2 C3+1 CS+t C3+1 C5+2 C5+1 L5N C3+1 C5+1 C3+1 C3+1 c3+1 CS*1 C3+1 C5H C3+t 36" OLD Jamb 5 5 6 5 5 5 6 5 S 5 7 5 6 6 6 6 6 6 6 1 6 Width P-0ook 7 7 7 7 ] ] 7 7 8 8 8 8 9 9 9 9 10 10 10 70 Das)gn Pressure +1001-100psf +100/-f00P3f +100/400psr +60/-65psf +60/-65psf v 374/8" HeadSill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 c5+2 C3+1 C5+2 C5*2 CS«2 C3+1 C5+1 C3H C5+1 C3+1 C5+1 C5+1 C5+7 03+1 ri 42" DLO Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 1 7 1 6 Width P-hook 7 7 7 7 7 7 7 7 B 8 8 8 9 9 9 9 10 10 10 10 o Design Flo"', 100ps! +100/-Iwpsf +92/-92psr +60/-65psf +60/-65psf z 43-1/8" HeatllSili L5+2 15+2 CS+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 CSN C5+2 C3+1 48' DLO Jamb 5 5 ] 5 5 5 8 5 5 5 9 5 6 6 7 6 6 8 8 6 wletn P-hook 7 7 7 7 7 7 8 8 e 8 9 9 9 9 9 9 10 10 10 10 Design Pressure «60/-80 ps! +801.80psf +80/410psf +60/65psf +54.1/-58.7psf 49-1/0 HeaNSill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 CS+2 C3+2 CS+2 C5+2 C5+2 C3+2 CS+2 C5+2 CSa2 CS+2 C5+2 C5+2 C5+2 05+2 54° Jamb 5 5 8 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 Width WMIh P-hook 7 7 7 7 7 1 7 1 T 1 7 8 6 8 6 9 9 1 9 9 10 70 10 10 Dosign Frogs uta +80/.80psf +80/.80 psf +80/410psf 459.1/-64 per +49.6/-0.7ps! SS110 Hcad/Sill CS+3 C3+2 C5e3 C3*2 C5+3 C3+2 CS+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 CSa2 05+2 CS+2 C5+2 C5+2 C5+2 60' DUO Jamb 5 5 fi 5 5 5 7 5 5 5 8 5 fi 6 8 6 6 8 8 8 Width P-hook 7 7 7 7 ] 7 7 '/ 8 8 0 8 9 9 9 9 10 10 f0 10 a-luu.0 PSl' TABLE NOTES 1) IF WATER INFILTRATION RTHE WATER LIMITEDRE' THE LESSER VALUES OF EITHER TABLE 2 AND TABLE 52 0ET 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NO REQUIRED. IF SO, «DP-S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 5) SEE SHEETS I IA FOR ANCHOR LOCATION 3 SPACING URV V,'J 5, 4 & D. ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUSTALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL# OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: i DOORASSEMBLIES O INSTALLED WHERE THE OVERHANG (OH) LENGTH IS s EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT 15 EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: WatcrAJmited (+) Design Pressure sin Riser NOm. Sill Height Max. (+) DP Alla+etl None 1-71/i6" Bee Nate2 42 2-012" a387 Psf 43 3112" +60.0 psf 44 44/i6' +80.0 psi 45 4518' +700.0 psf DLO WIDTH = NOM. PANEL WIDTH - 6-911W DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-110 VINYL SLIDING GLASS DOOR NOA (LM) DP B ANCHOR QUANTITY TABLE �'m JROSOWSKI NO CHANGES THIS SHEET. �a1 04/05/17 �6 SGD-5570TINTS 1 60F21 Ell MD-5570.0 �$ A PRODUCT REVISED e'm.1,1 wlO the Mudd. aiema cep Non-Ne. 17-0420.06 Expiation pate 04/14/2021 * : No.58705 EXAMPLE: 3-PANEL, 3 TRACK STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET. 48- X 8e NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED:.*48.21-58.6 PSF P-HOOK ANCHORAGE DETAILS JAMB _ANCHORAGE DETAILS ANDEXACT POCKETBY OTHERS.GEC NOTES, SHEETS °RIOR �57- POCKET BY OTHERS;SEE NOTES, SHEETS m SHEET 10 FOR SPECIFIC GLAZING TYPES. SHEET W FOR ALLOWABLE PANEL TYPES AND CALL NAMES. SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. SHEET 21 FOR A BILL OF MATERIALS. SPLICE NOTE: NO TRUCRIRALANCHORSMAY BE ADDED INFIELD AS NEEDED TO AUGN THE HEN OR SILL IF A SPLICE OCCURS WITHIN A POCKET. MN(. MINI. 4 INTERIOR CENTERLINE OF INTERLOCK CENTERLINE ^OFPANEL I POCKETYJAB 4 INTERIOR 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 8 2 FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2/-SB.6 AT A NOM. PANEL SIZE OF 48' X W. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60/80 W HI CH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY HCBILSIO 0+2 ANCHOR IN GROUP A(SEE TABLE A), TABLE I .Iamb I5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hwk 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE 'C3- CLUSTER ANCHORS AT THE INTERLOCKIASTRAGAL. HEAD (INTERMEDIATE ANCHORS(: SHEET 12 FOR THE'+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET 11 FOR THE -03' CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. SILL (INTERMEDIATE ANCHORS : SHEET 11 FOR THE -+22 ANCHORS AT THE MIDSPAN EACH PANEL. \J JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P-HOOHOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. e 3) INSTALLATION DETAILS INTO WOOD CAN w>mIGHTexsn FmlxwsraBs. m< BE FOUND ON: AU RIGVTa RESKmEB HEAD 8 SILL: SHEET 4 1070 TECHNOLOGY DR N. VENICE, FL 34275 JAMB: SHEET 3 luan.apn.1 Pnn ICENTERLINE SEE FIGURE BELOW FOR ADDITIONAL I�OF INTFRLDLK ANCHORINFORMATION. CENTERLINE �OF PANEL YYANLSHEET1.� 1 xSY9'MM. B• �, SNEETR '+Y ANCHORAGE, MAX •b•CLUSTER SHEET I2 EXTERIOR SHEETI2 E(MW.1 ORAGE MIN.1 ANCHOR) HEAD ANCHORAGE DETAILS PXXX (3-TRACK) CENTERLINE I --CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL I-_-OFINTERLOCK CK INTERLOCK ANCHOR INFOMNTWN. OENTERLME CENTERLINE OFPANEL2 �—OFPANELJ 'WANCHUPAGE. SHEETfl vY M'CHORAGE, MAX. CLUSTER. 9HEET 11 9HEEi 11 END ANCHORAGE EXTERIIXi FI (MIN_1 ANCHOR) v SILL ANCHORAGE DETAILS PXXX(3-TRACK) - REVISED PRODUCT pl in -ith Lho Fl0tl4a BOBeolne �o0 •IT 0420.06 END PANEL ANCHOR EXCEPTION: ,.�..--nw.r,no.vn EKplmlmn Dero 04H4/2021 uxplwl. I -- CENTERLINE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-31W, OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA (LM) 48 10105/1 STRAIGHT DOOR EXAMPLE 8m JROSOWSK NO CHANGES THIS SHEET. 'l 04/05W p kl SGDSGD�NTS 9OF21 0@ MD-5570I 9OF21 6@ MD-5570.0 �4 A 1"Il,..„"', ` �p1AYLYNIV I. •'.cENSF'`��IFP * ; No. 58705 a Of L4� i-0/16'NOM. 3/16' HIS GLASS 7116- NOW 3I18"HN GLASS 90GLASBS� r 3/1fi/090"P�HS � r 3/1B'/HOD SO ]%6°�R SPACE-- TT TR 3/1T ANN GLASS pAINTEp/ 311V HE GLASS PAINTED/ 81tfi" HS GLASS ffii6" T GLASS —LAMINA.TED LAMINATED PAINTED( PAINTED! OOe5 0 3+ SURFAE G5 o a+ 56RFACE e5 on el LAMINATED e2 6J LAMINATED — _ O — SURFACE SURFACE END E.O PRODUCT IS 'EXTERIOR-kl' PRODUCTES*'EXTERIOR I PROOa ES�fRMER,.R_ I PRODUCT 3 TXITERIOR. GLAZED-IF00-61IS GLAZED'IF QMIIS I 1 7/e"NOM. GU6ED' IF IIB...I5 I 7/B'NOM. GIAZED'IF 082-831S / 17r8"NOM. TOWARDS THE EXTERIOR TOWARDS THE EXTERIOR! GLASS TOWARDS THE EXTERIOR! D GLASS TOWARDS THE EXTERIOR! D GLASS I BITE I BffE I BITE aINTERIOR I �INTERIOR I �INTERIOR PROOULTIS •INTEW0. IPRODUCT IS'INTERIOR. I PRODUCT IS'INTEWOR- I I PRODUCT IS°INTERIOR. GWET IF 08"1 IS TOWARDS THEIMIERIO(L TOWARDS THE INTERIOR ED' IF NIXESI ISI TF TOWA D6 THEIINTERIOR. TR TOW OSPTHE IERIOR. TS I 85 85 98 THIS SHEET JEENOTE3, / SEENHE2, SEE NOTE'T TMI$$ME[T THIS SXEET iHI5811EET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 'ANN"=ANNEALED 'HS' = HEAT STRENGTHENED SILICONE HOT.MELTBUTYL 'T'=TEMPERED STRUCTURAL t-v16^N0M. jA 1VNOM. 'PVB'=.OBO" TROSIFOL® FIVE INTERLAYER SILICONE 3116' HS CLASS 3/t6' HS BY KURARAY AMERICA, INC. STRUCTURAL 1/4•NOM FOAM —MW NOM. ,GgO"PVB .0"SG'=.080" SENTRYGLASO INTERLAYER POLYISOBUTYLENE WITH BY KURARAY AMERICA, INC. WRH DESICCANT DESICCANT Y16"HS GLASS J5 I6 3116'HG GT5 TB 7116-AIRSPACE TT T5 7/lVAIRS17 IE ENT. GLASS EXT. GLA55 PRODUCT REVISED 3Ii6 T GLA55 3/16" T Gas complys with the Flodda PAINTED/ LAMINATINTEWED NOAaN. Co.e 82 OR eJ SURFACE 82 OR LAMINATED N p,.tIo '17.114/20 6 SURFACE !%pUnnon Dale p4N4/2p21 IM. GLASS TNT. GLASS a EXTERIOR i a ExifRIDR PRODUCT IS'EXTEFIOR- PRODUCT IS MXTEDX — - KODISPACE SUPER Mlnm- atl b-N`t Daa„a GOWARDFHEEX15 73'NOM. TOWARDS HE R31D 17GLASS. Ta ie O TOWARDS THE EXTERIOR.! D I GLNS•S TOWARDS THE EXTGLASS 4SG TPS SPACER" NXT'N I I BITE BITE <1 INTERIOR GI INTERIOR ALUMINUM PRODUCT IS INTERIOR- PRODUCTIS'INTERREINFORCEMENT POLYISO- DESICCANTPLLARFA GLAZED"IF 0243 IS Tp GLAZED' IF N828319UTYLENE TOWARDS iNE INTERIOR. TOWARDS THE INTEW16" NOM. 5lt6, NOM. SEAL ea 88 BUTYL I. SIUCDNESEAL SEE NOTE 2, SEE NOTE 2, DESICCANT ROLL -FORMED TNSSHEET THISSHEET STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 11 Foam ,,` GNY LYN7141''. EXT. GLASS NOTES: VOE...... C ' NSp W. GLASS 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. F5UT88 VINYL SLIDING GLASS DOOR NOA (LM) 10105/15 = �, : No. v'LB7U5 ' INT. GLASS 2) PRODUCT MAY BE EITHER 8 GLAZING DETAILS && J ROSOWSKI . 9 INi: GLASS INTERIOR OR EXTERIOR GLAZED, -- V . %�0 BTTEOF7:_•J ® PROVIDED THAT THE'HS"SURFACE OGPmmK.I21T EGTxXmEES, INS. NO CHANGES THIS SHEET. �804/05117 . . �DURASEAL OXL EDGE OF A LAMINATED GLAZING UNIT IS 8 'aFS G�xx TT T8 ALL RIGHTS RESERVED '. A,ZCRIDP,.' �N SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR M8 2S/ONA�EN�� N. VENICE, FL 34275 L+ 'rrm cm41)480-1600 1 SGD-5570� NTS 100F21 3g MO-5510.0 $9 A A. LYN4 MILLER. PE. T, 0'.. IZIM r.EE SeTas SILL CLUSTER ANCHORS LAYOUT_ ASTRAa CR INTERLOCK CENTERLINE 4- EXTERIOR STRACKCWSTER' ANCHOR LOCATIONS ASTRAON.OR C. I4" NTERLIHE E EXTERIOR v 31MCKCWSTER'0- ANCHORLOCATIONS LTRACKCWSTER -C3'ANCHOR LOCATIONS ASTRAOX-OR INTERLOCK CENTERLINE 4" EXTERIOR V 2.TRACK CLUSTER TS' ANCHOR LOCATIONS ASTRAOALOR INTERLOCK 4" CENTERLINE EXTnERIoa 3.22" v 31MOK CLUSTER'LS' ANCHORLOCATIONS NOTES: 7) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: 4" 4.TRACKCLUSTER '-ANCHORLOCMONS PANEL CENTERLINE EXTERIOR \/ 2-TRACK INTERMEDIATE 11• ANCHOR LOCATION PANEL CENTERLINE EMjEjRIOR \J "PACKINTERMEDNTE +I -ANCHOR LOCATION '+1'PNCNOR LOCATION PANEL_ CENTERLINE 4" EMEI""77RIOR \J 2.TMCKINTERMEDATE +2' ANCHOR LOCATIONS --.-I Imo- 3.22" ]-TRACK INTERMEDIATE Y2'PNCHORLOCAMCNS 4-TRACK INTERMEDIATE -+2-ANCHORLOCATONS PANEL CEMERUNE 4" EXTERIOR 2-TRACK INTENMEOIATE +3-ANC11CRLOCATIONS PAIL CENTERLINE Q" E%TERIOR —�'1 3.22" 3.TRACKINTERMEONTE '3'ANCHORLOCATIONS PANEL_ CENTERLINE ' 4" 4TRACKINTERMEDIATE •+Y ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK 2.375" DISTANCE IS 2.375" FOR ALL SILLS: PRODUCT REVISED HoaN$III Al mplyin ILM1 Me Florida 9uliding C.P Jamb 5 NOA-No. 17-0420.06 P-001 7 enplmNon D.M0411412021 e� VINYL SLIDING GLASS DOOR NOA (LM) 10/05115 WSKI ANCHOR LOCATIONS A �8 J ROSOWSKI N CCHANGES THIS SHEET: ��04/05/17 J® coPmloxreamT POTINousiaea,INc. ALL RIGXT9 FESEflVEO 1070TECHNOLOGY DR a �� - N. VENICE, FL 34275 (B41)-480-1600 1 SGD-5570 m NTS y 11 OF 21 91 MD-5570.0 ¢? A rFRT. or ANTH. ANNA `p L1U111114I? LYNAj JCEN3FNo. 58705 A v ATE OF .A tT]�- /o G % rqr NALnI�A"` A. LYNN MILLER, P E HEAD CLUSTER ANCHORS LAYOUT: ASTRAWLOR INTERLOCK— 4" CENTERLINE EXTERIOR 3.22" `✓ 2-TRACK CLUSTER'C3" ANCHORLOCATONS ERIOR -"ter 322' �I n 3.TRACKCLUSTEi'CT ANCHOR LOCATIONS A%GALOR INTERLOCK 4" CENTERLINE ERIOR — 3.22" 4TRACK GLISTER 'C7ANOHCRLOGTION3 ASTRAGAL OR INTERLOCK 4" IILR���+C CENTERLINE EXTEIRIOR 3.22" v 2-TRACKCLUSTERTF ANWORLOCKTIONS ASTRAGAL OR INTERLOCK CENTERLINE 4. EXTERIOR -++ � 3.22" }TRACKCLUSTER-C3' ANCHOR LOCATIONS ASTRAGAL OR NTERLOCK— 4" CENTERLINE EXTERIOR v 4-TRACK CLUSTER @-ANCHORLOCKTIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACKJO-TRACK DISTANCE IS 2.375" FOR ALL HEADS: HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE , E%iER T1RIO �/ ?TRACKINTERMEOIATE • 1' ANCHOR LOCATION PANEL_ CENTERLNE EXTERIOR fl 3 TRACK INTERAIE01ATE C/ ',V ANCHOR LOCATION ITRACK INTERMEDIATE • I' ANCHOR LOCATION PANEL_ CENTERLINE 4- EXTERIOR R 3.22' I/ 24RACK INTERMEDIATE 12-ANCHORIAOATIONS PANEL CENTERLINE EXTERIOR - 3-TRACK INTERMEDIATE LOCATON V -r1'ANCHOR f LOCATIONS 4dMCK INTERMEDIATE'N' ANCHORLOCATIONS PANEL 4" CENTERLINE EXTERIOR 3.22" 13 2-TRACKINTERMEOIATE •r3•ANCHORLOCATDNS PANEL CENTERLINE 4" EXTERIOR 3.22" fl 3 TRACK INTERMEDIATE VIJ'ANCHOR LOCATIONS 4- E TERIOR 15 0.TRACKINTERMEDIATE 'r3- ANCHOR LOCATIONS NOTES: "CURES `M`ANTo TH""oLL=G7*" 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTEHMEWATEANG0H1➢GTON3: I DISTANCE A CE IS TRACK _ 1L DISTANCE IS 2.375' 2.375" FOR ALL HEADS! PRODUCT REVISwith thoED LY '1 jTi H�Nbill C51 S Co'NOA-Nolcoac 17-0420.06P �` �`cWIN RxpIm11PN DA1e 04/14/2021 j �, ; No. 55705 SLIDING GLASS DOOR NOA (LM) 10/05/15 By n Mla - tl tluc<CPntrol III ANCHOR LOCATIONS B JSI T ROSOWSKI I 141 NO CHANGES THIS SHEET. 1891041051171 NTS I2I 12 OF 21 lodl MD-5570.0 P-HOOK ANCHORS LAYOUT: OPT. ANCHC TO AID ALIGNMEI OPT. ANCH( TOAID ALIGNMEI.. NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. L[c JAMB ANCHORS LAYOUT (PARTIAL VIEW): —7 I--' 2.375" —..I L.�_ 4.75" I H H I 21.6" 21.6" MAX MAX. O.C. E�RIOR O.C. Eurfrsloa 6" 6" MAX MAX. ( 2-TRACKFRAME f 3-TRACKFRAME JAMB ANCHORS JAMB ANCHORS r•---r- 7.125" I 4-TRACK FRAME JAMB ANCHORS HeatllSill C3+1 ems 5 P-tlook NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. JAMB JAMB JAMB (3)WEEP NOTCHES IIII� 4 WEEP NOTCHES IIJ7II (5)WEEPNOTCHES PER END @VX.500" I UIIW�PER END @VX.500" I Illll PER END@1"X.500- (3) TRACK W EEP HOLES EVERY 24-@1.125"X.19D";� (6)TFACK WEEP HOLES\_ (10) TRACK WEEP HOLES (1) WEEP NOTCH EVERY EVERY 24"@1.125-X.190"; 24" @ 1.375" X.509' (1) WEEP NOTCH EVERY EVERY WEEP CmNOTCH EVERY ' 24. @ 1.375" X .500" 24" @ 1.375" X .50D" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) PRODUCT REVISED plyying with the Floritla Buil4ing ed. NOA-No. 17-0420.06 Expiration Date D411412D21 VINYL SLIDING LOCATIGLASS DOOR NOA(LM) A 10WSKI sr g mmm- a uet centre ANCHOR LOCATIONS C 5� J RO041051 xTM�- gwFmlagrnes, mc. 3N0 CHANGES THIS SHEET. kg 04/05/17 NTS !I 13 OF 21 I%%9I MD-5570.0 N0.55705 .P :F[ORIOP. 7ONALt0,1 HEAD 90' CORNER CLUSTER ANCHORS LAYOUT: 4• SERIOR 2-TRACK 90'COMER n TA'ANCHORLOCATIONS V (USe"ERE'CJ'ISSPEC6IED) ;TMCK 97 COWER 'CA-ANCHORLOCATIONS (WEE MERE 'Cr IS SPECIFIED) 1 M H H N 1 4-TMCK 90'COMER EXTEjRjIOR, 'C4"ANCHORLOCATONS v (USE MERE Tr IS SPECIFIED) fio• H.;H15111 C 1 IT [- amb 5 P-Hook T I EXTERIOR 2-TRACK OV CORNER ft 'U'ANCHORLOCATIONS V (USE M98E'CS' IS SPECIFIED) I ERI )R &TMCK 90-COWER - '06'ANCHORLOCATIONs lu/ (USE W I ERE 'CS' 15 SPECIFIED) I ].TMCK BO'LORNER EXTERIOR 'G'ANCIIORLOCATIONS n WE INHERE'C5935PECIFlEO) VV I J4PACK 00•CORNER EXTERIOR '04'A14OHORLOCATICNS (USE "ERE 'C9' IS SPECIFIED) 4' a J 4TR4CK90'CORNER t%TERIOR EMEPIOR -Cfi' ANCHCRLOCATIONs 4-TRACK9PC0RNM (USE WHERE'CSR SPECIFlEO) TO ANCHOR LOCATIONS (USEMERE'(3'IS SPEC)FIED? NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING. AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK-TO-TRACKDISco9mR FOR ALL E IS HEADS 2.375" 2.375" 107 FOR ALL HEADS AND SILLS: R I 2-TMCK 90'COMER EXTERIOR "CS'ANCHORLOCATIONS 77— (USEVMERE-CS'ISSPECIFlEOj 1,7 I STRACK90'CORNEN EXTERIOR TS' ANCHOR LOCATIONS v (FUSE MERE-05' IS SPECIFIED) H N N R 1 I.LRES PS.1.1 TO THE FOLLOIMNOBO'EORHEPSILL PXCXOP.... 6D° HeeN5i11 1 Jemb 5 PJwok 7 PRODUCT REVISED pl m the Flonaa NOA-Na. 17-0420.06 Expiration Dale 04/14/2021 ."'ONY LYAfA/ '. O 94 r No. 58705 1 V ��' I I'In'•.. 5T F U, A. ��; 4 BCD ; s EI\\\\ ;�NA� 4dPACP SO -CORNER EXTERIOR I 'O6'ANCHORLOCATION9 Vn (USE WHERE'CS' IS SPECIFIED) AAYWMILLER,PE, P.E.05pos 7 VINYL SLICING GLASS DOOR NOA (LM) Igi 10/05/16 ANCHOR LOCATIONS D 14-J ROSOWSKI 0 9smie.lnc. � NO CHANGES THIS SHEET. 1AA104105117 VEV EDGE• -1 004 pp NT E, FI- SGD-5570 NTS 140E 21 gi MD-5570.0 :ERT.aF Aum. uxx9a HEAD 135' CORNER CLUSTER ANCHORS LAYOUT: , ANCHOR LOCATIONS (USE MERE 'CO' E SPECIFIED) I 3-TRACK 135' COINER TA' ANCHOR LOCATIONS (USE MERE 'CT IS SPECIFIED) 4- J- EXTERIOR 44RACK135-CORNER 'CA' ANCHOR LOCATIONS (USE MERE'= IS SPECIFIED) 135' HeeNSill 1 It Jamb 1 5 P-hDok 7 2-TMCK135°CORNER TV ANCHOR LOCATIONS (USE WERE IS SPECIFIED) 4" q„ EXTEnRIO� v 34RACK135•CORNER '06' ANCHOR LOCATIONS (USE WHERE TT IS SPECIFIED) FIGURES PERTAIN TOINR SILL 135' CORNER CLUSTER ANCHORS LAYOUT: F... I � DORN ERSILL ANLH.RLCCAnONS: 735' 4" Jembt,5 44' EXTERIOR. 41, EXTERIOR I Phook 7 2-TRACK135°CORNER l 2TRACKIM-EERNER Y ANCHORLOCATIONS 'CVANSHORLOCATIONS (USE MERE' CT IS SPECIFIED) (USE MERE TF IS SPECIFIED) AON 3- MCK 1W CORNER 'G' ANCHOR LOCATIONS (USE MEESE'C3' IS SPECIFIED) 4" EXTEEFRRIIOR I r --- 0.TMM CK 135-CORNER `: 0.TCK 135• CORNER 'Ca' ANCHOR LOCATIONS 'C4'ANCHORLOCATIONS (USE WHERE SS' IS SPECIFIED) (USER MERE Tr IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK DISTANCE ISDSAN 2.315" 2.875" FOR ALL HEADSAND SILLS: 4' PRODUCT REVISED 4° Do coreplYYln99 vIlM1 LM1a Florida NOA-No. 17-0420.06 Expiration DW.04H412021 EXTE RIOR v 3.TRACK13SWRNER 'CS'ANCHOR LOCATIONS (USE WHERI IS SPECIFIED) 4- "1TONY LYN/y * : No. 58705 4° EXTERIOR EXTERIOR T '�, 'DE/0 F1 3.22' 40RIOP..: v tis cHan LaWc noNs v �ONAL ENG•• (USE WHERE'CS' IS SPECH IED) VINYL SLIDING GLASS DOOR NOA (LM) 4° 10/05/15 ANCHOR LOCATIONS E 14- J ROSOWSKI NO CHANGES THIS SHEET. 404/05/17 NTS�j1�15 OF 211o9jMD-5570AOF 211ojMD-5570A CATIO LOCATION q" EXTERIOi 122'• R.TRACKSPJCE YA•HERE rISSPE#5 (USE WHQiE'CT IR SPECFIED) SPLICE LOCAipry 4.73° EMERIOR 4' fl }TRACK SPLICE �/ YA' ANCHOR LOCATIONS (USE MERE IS SPECIFIED) 4.75' 0.TRACK SPLICE •C4• ANCIICR LOCATIONS RISE MERE 'Cr 6 SPECIFIED) u= HosdI5111 C3 1 Jamb 5 PJnDk 7 SPLICE LOCATION 4" EXTERIORY �-3.2 T� V 2-TFACKSPUCE •Cs"MCHORLOGTIONS (USE WHEAE'CS'IS SPECIFIED) SPLICE LOCAREN7 4- EXTETTRIOR 3.22° v 3JRACKSPUCE 'CS• ANCHOR LOCATIONS (USE VMENFY -IS SPECIFIED) v 4TRACKSPUCE ANCHORIOCATONS (WE WHERE CS' IS SPECIFIED) SILL SPLICE ANCHORS LAYOUT @INTERLOCK OR ASTRAGAL: SPLICE LOCATION 4" EXTERIOR I- 2-TRACKSRICE V -C4' ANCHOR LOCATKMS (ME MERE 'CS IS SPECIFIED) srL Lo AnON EXI£RIOR 322' •l T, 4-TRACKSPUCE v 'U-ANCHORLOCATIONS (USE WHERE G81S SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLEE ON SHEET B. 3) TRACK -TO -TRACK --L DISTANCE 1$ 2.375'TRACK-TO-TRACK 2.375" 2.375- FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION, SPLICE LOCATION 4"' EXTERIOR I�I 2-TRACKSPLICE V 'C6'ANCHORLOCATONS (l5E NM FAE'CS• 6 SPECIFIED) 4.TRACKSPUCE '"'ANCHORLOCATK)NS (USE WHERE TS' IS SPECIREO) HeeN3111 JamE it 5 PMek 1 7 PRODUCT REVISED 6olltlinglC000WIth the Flodda hll) - e. 17-0420.06 Eaplmflon Date 04/14/2021 SLIDING GLASS DOOR NOA (LM) ICI ANCHOR LOCATIONS F Mad J ROSOWSKI I NO CHANGES THIS SHEET. a8 q fig' SGD-5570 j NTST11 160F21 101 MD-5570.0 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE sWGLE FIXED LOCK$TLE M$ GAL A$TMGAL OIR$IOE90• gStPAGAL IN$IDEBT MTMGN. CUMIDE13V ASTRAGAL IWIDE131- A GAL INTERLOCK INTERLOCK STILE N'/MLDLE BO%OUT BON IN RECEIVER RECEIVER RECEIVER RECEIVER INTEFIOROR OUT IN EXTERIORGL D u NTERLOCK $'""E E F PP K L L TC TA TV TW OUT lewwn IePXM INS,O X cc, 8 H P A C C SC SA SV SW IN mmwn +wXro 11J oFVED RR R S S FC FD FV FW � STCE $� reAfwD I�ro W LOC sn E D M WIMNDIE f- ^LTMGA` LR T U f- Sam, IeaXwO LL MTM°AL - H T U W J BOX IN mm AQ=ZL CT CS CF J zRECEIVER AT AS DF a RECEIVER VT VS VF ECM RECEIVER RL ISS• S.35- WT WS WF RfLEIVER LEFT RIGHT PANEL PANEL STILE STILE PANEI. TYPE "F'SHOWN. SCREEN PANEL TYPES COULOCK P/BLE AST.GAL MEA M LOCK$TUE I vwLJ I NTERLOCLOC K JLOCKSTILE MTMGAL SINGLE J� DOUBLE SD INTERLOCK INTERLOCK A DOUSUE DWBIE Pti--�-n^^^^^�'-Iy- Ps ww UMIQVIE I UASIMOAL �J....�..-.-.,•Ci LorxsntE WUBLE V% DS ERLK INTOC INTE ERGLE TL EapImtIon 17-0420.06 ''A PANEL NOTES: GNY LYMry 1)SEE DP/ANCHOR TABLES I&2, SHEETS 743 FOR PANEL SIZES S DESIGN PRESSURE. VLOENyF 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. VINYL SLIDING GLASS DOOR NOA (LM) 10/05/75 ^ *;' Nc. 58705 -_ - -v-+ �'q 1 / y PANEL TYPES b• JROSOWSKI IS 60". `�.J ® 8 g; �AOT•.• STATE D 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS ccarelmrt®aon PGr nmusmlEs, NO Resmveo NO CHANGES THIS SHEET. 04/05/17 F' AYORIOP.: ��p :v b`S."'....•. 4) PANEL TYPE MAYBE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH xLRlGers 1070 TECHNOLOGY AA Pg NC,.N AO 0 II N'. + TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. 5 N. VENICE, FL 34275 Iq IIIIu+P+ (841)A80-1fi00 :SGD-5570 ,mod- NTS y 170E 21 g$ MD-5570.0 J4 A ALVNN ALLLER, P.E. P.En$nos �. 5.875 10.635 -may 540 .291 .061 I-{ 125 �(� .550 iJ0 C� } O Q O 100 Q 8.6 .50 �v ❑ ❑ 1.012 Q 0 o u 1.681 062 t 930 r �( 1.928 �- 100 -i 6Q®���®�❑a �- ] FRAME SCREW g ANCHOR PLATE TRACK INSERT 70 I.3 1INTERLOCKCAP, 1Q 2 TRACK HEAD/JAMB ©4TRACK SILL OCOVER(PVC) ❑ EXTENDED POCKET r---- 8.250 •y 8.250 -� OCR Moo -U .100 �.100 ❑r-at�❑13 dQ��03 It �81 O 3 TRACK HEADIJAMB ® 3 TRACK SILL -.-- 10.625 1 5.875 fOO�C7Cl� �yy I 0 .100 Q u ❑ ❑ ❑100 ❑ 1_L3 N�� OS 4TRACK HEADMAMB (2) 2 TRACK SILL �IIIr11.5-701III� 1.625 2.8JI33 2.316L8 1-�4L_.188 'lop -I1.000 1.435 �062 r',2'1�.666 2.060 1.9�� Fj .� !--.062 T TL�II T D6D if BOTTOM FAIL t2 OUTER SILL 73 SILL TRACK 17 P-HOOK ADAPTOR O COVER COVER 5.178 100 � 080 IB P-HOOK 762 094 r 125 540 540 r291 067 I-.220 2.075 L�-2.141�] 1 1+ 3.000 .�1 .075�'` ,628 .500 1--Ft'--FF It 2.607 �j 1.406 7i-' I--..062 w.062 � 3p9J 79KEEPERED KEEPER BAR COVERREINFORCEMENT BAIRNFORLEMENT @ FIXED PANEL CLIP ®4 PLTEOROEMENT r-- .27I fi 1B595 276.4 ..3i09 2.fi96 �400 .9330-34725 WD 108 22 .,DB12D ANDSO EOM © O@ AND TILE M �REINFORCEMEM, REINFORCEMENT. REINFORCEMENT INTERLOCK ADAPTER REINFORCEMENT COMPOSITE STANDARD REINFORCEMENT -3.452 1.472 25 3.209 125 2.175 070 300 @135- ASTCORNER ©PASSIV NER MO ASTRAGAL PASSIVE MOUNT HEAVY-DUTY 3.328 r- 3.345 .060 3 090 .046 � 1.500 3.2147 3.345 :�--- 229 L_ .p65 1,170@135- CORNER @� go- CORNER ASTRAGAL CAP, ASTRACAL CAP, C'I ASTRAGAL R 40 ASTRAGAL CAP, EXTERIOR . INTERIOR EXTERIOR e12 zio--1I-1- .2s2� .173 r1261 .065 1.261 .062 1261 1.261 1261 SOUAREBE D BEVELED BEAD 82 BEVELED BEAD 83 OGEE BEAD OGEEBEAD L919 Ofi0 --.919 Q 90° CORNER ASTRAGAL CAP, INTERIOR EXPImliun By C a NOTES: mlaml 1) SEE SHEET 4 FOR SILL RISERS, 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES VINYL SLIDING GLASS DOOR NOAVINYL SLIDING GLASS DOOR NOA (LM)�0/05/1!/05/P. EXTRUSIONS 5� JROSOWSKI NO CHANGES THIS SHEET. RB O4/OS/77 NTS j1 180E 2i MD-5570.0 LYNN �Yr -ZOR10N?p NAL 111 1)INSTALL� 2) INSTALL CLIP HEADER BLOCK T0HEAD JAMB TO HEAD CLIP INTO INTO FRAME JAMB ATTACHMENT (4)CLIP ANCHOR PANEL &SUBSTRATE, HEADER ASSEMBLY TYPE AS USED STILE ° USING INSTALL ONE BLOCK AT St BLOCK IN INSTALLATION, INSTALLATION EACH INTERLOCK.. O TABLE A, SHEET t ANCHORS, SEE AT ASTRAGAL, INSTALL (3) #10 X ° TABLE 1 ONE BLOCK THAT (3) #5 X m 1.61 SMS PANELS. \ sD 11SMS OO I i CI --- m FIXED PANEL CLIP r,11A'N111T1 �/z t 4 FIXED O NSTALLONECLIP ATT E MIDSPAN OF EACH FIXED PANEL-TO-FRAME@@JAMB LOCATION. #8 X.P DD @ 34-112'• MAX O.C. Mqx "-IVII Jr Ti. III KEEPER TO JAMB ATTACHMENT PRODUCT REVISED *so �elg. with the Florida goiNOA-No. 0 17-0420.06 Expiration Date 04114/2021 w `\ 34R NF. PLATE 2) SEE SHEETS 1116 FOR ANLS APPLY TO 2,3 D4 TRACK CHOR LOCATOIONI&SPACNG. sttttNY LYfp/p REINF. PLATE BOTTOM RAIL °` #10 X 3) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS. .� `CQ`�• SUPPORT n oa 2-1/2" SMS 4) CONTINUOUS ANCHOR PLATE, ITEM #6, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. j' VtCENSF (2)410X 1-SMS 0. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ='+ NO'�7os *; THROUGH SUPPORT, es INTO PANEL 1 � OX PANEL ACCESSORIES INSTALLATION ji`JROSOWSKIs'j�Eary}F+f �� ASSEMBLY ® - .� •. T tl 4, INTERLOCK SILL RETAINER 991'7/2'SMS ALL PANEL CORNERS' DDRvalrartemn perwousraEs,irvc. g CORRECTED#96 H� 04/05/17 au RIDH13 FESEFVED CLIPATTACHMENT WELDED, NO ASSEMBLY 1070 TECHNOLOGY DR ksl ;�NALIEN�� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 gg A. tyNN MILLER (941)-4&0-1600 SGD-5570 NTS � 190F21 6§ MD-5570.0 41A (941)F 80.1 00 P.NWILLER BOX SCREEN DETAILS: STANDARD SCREEN DETAILS' �O 1R6 3 5 —❑a iW &P& 6 131 1� iJ3 1x9 103 11° 103 - `'i' of IJJ e 111 IDB B HRIZONTAL SECTION I - NORI20NTAL SECTION EXAMPLE IM EXAMPLE L4. ns 33 Vi 121 16J ❑ p� Oi oR 3Oo s ❑ ❑ ut "�:J �� Ixz ° nJ Its HORIZONTAL SECTION EXAMPLE 120 lox HORIZONTAL SECTION ffx -^j 1.081 ' 8-EXAMPLE i 1.081 1.202-I--�-I� . 1.776 laze s 875 r— .875 �`� 1.020 r— — -�SD — .0050 .045 j�l 1Ro FRAMESCREEN 1RI SIDEERAIL, I� ASTEN RRAGAL EEN O 1.T-82 1.9933 JAlIII�IIISIIL 1.874 RAIL LATCH ADAPTER �"�—.062 i .062 PRODUCT REVISED OBOXSCREEN OBOX SCREEN QBOX SCREEN PII un the Florida 0o TOP RAIL 101 BOTTOM RAIL to SIDE RAIL yyy---...yyy 1.435 III--- -- NOA-n9 �a� w . L �.725 � I NOA-No. 17-0420.06 in .765� .782 _ I Expiration Date 04114/2021 1.020--y 7.593 1.373 IR3 '1`040SC .062 Mixwl-w1lip1�ASTRRAGALEEN NYL fx<8 REENFRAME ILL la 872 {{{LLL�.���666����-- z + 6 ADAPTER ADD -ON + D55 t.tl33L 1xa LJ .062 v�.372 � t00SCREEN fox SCREEN ta6OXOBOX BOX BOX SREFN N �� INTERLOCK SNAP -ON ASTRAGAL VERTICALSECTION BUG FLAP ADAPTER VERTICAL SECTION ` ,"'CNY LYNV EXAMPLE EXAMPLE NOTES: .: F' 1.306 -»y 1,487 1) ALL DIMENSIONS IN INCHES. a 1.343 — 055 1487(— Dso i 1.510� VINYL SLIDING GLASS DOOR NOA(LM) 3 10105/15 c *;' NO se7os *n y��'� �1 -50 SCREEN DETAILS , J ROSOWSKI BOX SCREEN BO%SCREEN BO%SCREEN HEAD ® %�,1T STATE 108 10} 106 L@ ASTRAGAL SILLADD-ON AND JAMB ADD -ON cormmgloxon PGiwWsiaEA lhC NO CHANGES THIS SHEET. n 04105/17 '�tCS.S �;[ORIOA,.�GX�`. It RiGHt3 RPJEOYEP p ADAPTER 1070 TECHNOLOGY Dft 84 '7q�NAL ENII N. VENICE, FL 34275 (941)-480-1600 SGO-5570N NTS i 200F21 a� MD-5570.0 a1$ A A. LYNN MILLM, RE. CERT..I V.R. e393T S P.E".5 TABLE C. - TABLE D: BOX SCREEN # Parcc t# Description TABLE E: STANDARD SCREEN (LM) 10/05/15*_ { S� J ROSOWSKI 11� 04/05/17 �j MD-5570.0 j8 A PRODUCTRE„iheFlorida 6uliat., code 'NOA-No. 17-0420.06 aspiration 4/14/2021 d"`t 1Y ILyNr"'•, .SON N `: �'C;•'��CENSE�('� No. 58] P'= Z * W E %Foos 1.ORIDA,. 'O/�oNALtE�.x`� ak pan sei s'P£ NOTES: 1) ITEMS #14-16, 4649, 53-59, 73. 74 8 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. caPrmodrocon AluamHrsnsseavxD PcT1ec 1ruJw �€ VINYL SLIDING GLASS DOOR NOA W.J5 o a P-11 o control PARTS LIST z NO CHANGES THIS SHEET. t070TECHNOLOGVDR N. VENICE, (941)-4604600 LeeT.er FL 34275 AVM.n.. "SGD-5570 NNTS 21 OF 21 @ 69 Materiel 1 18001 2-Rack HeeNJamb RIBid PVC 2 t9302 2Track SIR RIgId PVC 3 19025 3-Track HeeNJemb PIgItl PVC _ 4 19026 3•Treck fill W91d PVC 5 7902/ bTreck HevNJamb Rigid PVC 6 78028 bTrack 501 Rigid PVC 7 15009 Fume Screw Cvw Rigid PVC 6 79031 Anchor Plele 6083T6 Alum. 9 7800] Rack lnsod 6063T6 Alum. to 78084 Interlock Cap -Extended Pocket Rigid PVC H 18036 Bd[om Rell Support fi003-16 Alum. 12 19008A Outer Sill Cater 806318 Alum. 13 18011 Sill Tack Cuter RIgId PVC 17 19032 P-Hook Adapter 608}T6 Alum. 1B 18020 P-Hook fi063T6 Alum. 19 79047M Extended Keeper E063T6 AMm. 20 78029M Keeper 6063T8 Alum. 21 19074 Reinkrcement Bar Cuter R9Id PVC 22 19030 Relnbrcement Be, BOOSTS Alum. 23 19D37M Fixed Panel Gip 808}T6 Alum. 24 t8035M Reinforcement Palle 8083T8 Atum. 25 18017M Top Rag, Bottom Roll and Wckstle ReinM<¢menl 600ST5 Alum. 26 19048 Composite 27 t8018M Interlock .30D Reinblcemenp Std. 600S7b AMm. 28 19013M Interlock .dDD Relnbrcement, HD EOOST5 AMm. 29 19019M Ashe9el Reinforcement 600ST5 Plum. 30 19083 Extended Pocket Nterlmk Adapter 608}t9 Alum. 31 19005 Interlock Adaptor Rigid PVC 32 1900E Astregal Atldcn Rigid PVC 33 t9004 Panel Stile, TopUBdlom Rag Rigid PVC 34 19040 Inmdor.mmb Corer 60B3-TB Alum. 35 780]8 735'Comer Astragal 8063-Td Alum. 38 t90P 135°Comer Astmgal Passive Mount fi06376 Alum, 37 t8079 t35°Comer Astmgal Cap -Ext. Rigid PVC —Rigid 38 t6080 135'Cwner Astragal Cep•HL PVC 39 19078 so- Comer Astmgal �63-TB Alum. 40 19081 90'Carnar As mail Cap -Ext. Rigid PVC 41 19082 90° Corner Astragal Cap • dt. Rigid PVC # Part# Description MateNal 42 19W5 SIII Riser-12-1/YT 606376 Alum. 43 19022A Sill RIeer-t31/2") 608318 AJvm. 44 19023A 6i0 Riser-141/t6") 8063-'16 Alum. _ 45 19024A 9i0 Riser-(4518) 6063T8 Alum. 50 716609W .787"x.320'FNsevl (Stile) _ 5t 71696K 1.1/Y' x 1"x 3/4" Fin Seal Dust Plug 52 71698 Ousl Plug 60 419041 Interlock Glp Cover PVC 81 78153X Tandem Ruler Assembly SS 82 78163N Tentlem Kollar Assembly Nylon 63 7BX/5FPT% #Bx 314"Ph. PH SMS QRdIerB Relnf. SS 64 419042 Freme Header Block Nylon 65 48052 Roller Adj. Hags Plug PVC 66 44385 4 Hale Bumper Stop PVC 67 78%114FPTX #6 a 1-7/4° Ph. FN SMS QBumper Slop 59 60 ]1696G Sill Plug PVC fig 781B5X Gemini Molise Lack Wang Trim plate StaeU55 70 71092X1FPFX 1032 x 1" Ph.FH MS Q Lock SS 71 orrice Handle Kit Cast Lnc 72 19054 Interlock Reminer Clio Nylon ]5 Kommcrling 4&G TPS Spacer System 78 Ouanex Super Spacer nMMN Hot Melt Butyl See Sheet 10b 7] Ouanax Oureseal Materiels ]8 CaNlnel M Edge Spacer 79 Ocw Coming 995 or GE-7/DD Beckbeddng Silicone 80 t90&J ]/16" Square Bead Rigid PVC at 7/t6"Scaeled Seed RIgId PVC 82 t8044 1.7776"Basletl Baetl RIgItl PVC 83 79045 1-0/t6"Ogee Bead Rigid PVC 64 t8018 13r76"Ogee Beed RIgItl PVC BS 71726K Salting Slack lR"x4'x1/16', 85+/-6duro. Naoprane 86 71720K Setting Black T' x 4" x 1/16", BS H- 5 dtro. Neo rend 90 701P9TX #8 x 1" Ph. PH SMS ®Frame Assembly 65 91 76X114PHPTg1D% YIB x t•1/4" Ph. PH SMS Q Reint Bar 88 B2 770X1PHPT78-6% 7t10 x 7" Ph. PH SMS ®Roll Support SS 93 710XI75PPX #10 x 1-1/T Ph PH SMS Q Fxd. Pnl. Clip SS 94 710X2.6PHPT18.8X #70 x 2-0/T' Ph PH SMS Q Reinl PlelelAst. SS 95 71420X226FPFX #12 x 2-0/4" Ph PH SNIS Q Hdr. Black SS % 710X176PP% 010 z 1.3/4" Ph. Fit SMS Q Ast, Mount SS 97 ]1DX34PPX #10 x Y4" PA. PH SMS Q Ext. Pitt. Ht. SS 99 7tOX2PP% il10 x Y' Ph. FH SMS Q Keeper SS # Part# Ceu#p0on MateOal 100 72255 Box Scrcen TOP RaII BOBS T5 AI 101 12257 Box Bcrean Bottwn Fill 6063 T5N 102 12250 Box Screen bide Roll 6083 T5P1 103 64428 Bax Screen interest 6063 T6 P1 106 1]34IA Bar Screen Snepan Bug Flep 6063 TB A t05 64345 Sax Screen OM Ae0egel Pdepter 800318 P1 108 17349 Screen Astagal Adapter 6083 T5 P1 107 __Bar 79039 Box Screen Frame Sill Atldm 6063 T8 AI 108 19038 Box Screen HeaNJemb Add an 6063 TB AI tD9 ]2DX1X #14.20 x 1" MS Q Top Rall 83 170 720X712X #742a x 7-1/2' MS Q Shcom Pail SS 711 71793G Watp, .270'x .150'-Rn Seal 1t2 61805K Wstp, .187'x .60PQBug Flap 113 7$RA2 Slendartl Railer Nylon 114 73RAX HD Ruler SS 1t6 arles Screen Laddng Nerdxare Steel 176 418057 Screen Keeper Steel 1t7 78X1PPA %fix P Ph. PH SMS St..( 1t6 1fi92J3.4 Screen Spline-A50"BA65" Vinyl 1t9 7816Cs'0 Screen GaN Fibamlese # Parl# Description Material 120 12033 Screen Fmma Rail BOBS T5 At 12t t2028A Screen Freme-Sltle Rail (latch) 6063 T5 At 122 1]363 Screen O)a7 Astragal Adapter BOBS TB At 123 4853K Screen Vhryl Astregai Adaptor RIgId PVC 12d 190126 Flame Slit Screen Atld-on 6083 TB AI 125 6FP95K - Bug Rap, BS+/-5tluro. Vinyl 126 ]8X112PSAT6 f!B x 1-1/2' Ph. PH SMS (Assembly) SS 12] ]1202] Corner Key Wheel Aseemdy (Standard) hylan 128 712027SS Corner Kay Wheel Assembly (HD) SS' 129 vales Screen Locking Hardware Steel 130 710X3dPP3DAX #10x W4"Ph. PH SMS Q9cmen AGE. 99 131 78X12PPSMSX #8 x 1/T Ph PH SMS Q Door Asl. SS 132 16921314 Screen Saline -.14S Virryl 733 1876C20 Screen Cloth Fiberglass