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HomeMy WebLinkAboutNOAPEW SCANNED Sf. LucBY County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) tygCevso �uN 1h I%N% Depa�me�c perR��tt��cte Coxp" MIAMI-DARE COUNTY St• PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 ��,iIIiami, Florida 33175-2474 �3-2590 F (786) 315-2599 mmmia m id ade.sov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes: If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is 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.T. APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05115, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales„advertising or any dther purposes shall automatically terminate this NOA- Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-1210.01 and consists of this page I and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI•NTY / NOA No. 17-0420.06 DAOE COU • • � rl F/I Expiration Date: April 14, 2021 Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA 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 10105115, 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. ('Pest 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 Testiper 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) orge 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 SUBMTTED 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 11/19110, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading -per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No, FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No.11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No. 15-1210. 01) orge M, Plasencia, P.E. Prod ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28,2017 E -2 PGT Industries, Inc. 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 09115116, 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 NOANo. 11-0107.04) 8. Notice of Acceptance No. 14-0916. 11 issued to Kuraray America., Inc. for their "SentryGlasO (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 oduet Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-69h Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18117, 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 Cbanda, 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 04/14121. Jorge M. Plasencia, P.E. Pi 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. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PERASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-113% 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. 6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES INONS): ELOO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION SOLUTIONS USA, INC. ORVISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES REST REPORTS): FTL-0337, 6338, 86/8-8849, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535763-09; 7) THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FBC, INCLUDINGTHE 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 MAYBE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 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 IX ARE LESS THAN 1-12' THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1.12' 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 ORARCHITECT 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, NO"HRINK, NIXJ-METALLIC GROUT, MAX.1/4' 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 TABLE A: a., Anuber S.b to Fr•me N.mMr MID E100 DlercO Mlry Fmbeamnnt A DI3.uw aus(GS).r 4wB.G. am$ I,M 1tVwatlLb,1 P.. W -nee NSS&Sw 1V B' c ar ABMwry606}R• .126•Mn.IMetm•• .Fq Ye• PAwk Ye' 1I Ira' 91.a1 Na .OBD•Mn.MUnta HasastluJn'L oABP Rbwk Sir Ye' O.OBV 9bw a A061 N. b• .WvmIn.IN4mae el .k Y0- 0.01• 04 GA PA A Ye• O.OTP NGi vP FAo wbwen P.ta Plre Own b 1' IdIB' 4w4 0. v I.LC 1l4•Dw41099. Ds1Yka P.T.6eMann Plm sGM 30741nb 1• tae' PMeV r ide• B Ny eb4uood Benw lG51 P.T.ewlnm pro O.O. WdraW4md wI 1aC P, 6 IST' w•elJe lnli.w„ CBrcblO mu. x.vkn PAwASS 1.M 1' 1aB' ,wvud.,m la e• 1ae• Unpmule OIq aTd LBB r 1-1 Plgok 1' 1-IwH' p ll4•IXB I1D6.6. (xtkFlq G4 Cd0 JI 1-t 4• P4mY fa4' 1.114• Gercnb am tl. q.N9W,hrM I.YIe' lyP 4m r far ur ENe mess. Ax000.19 N 14aa90VOGM far P t Mw t-Ilr lar unBbmea cuu, ASTM ODO r 1-vr P4mY r 1 a• P.T 6e,41rom Plw SG�0.6a-I HBeM9WJamb 1' fae' 1• ye• p 1lr ElaoMween lbm.b mh 2&1 to 9W 21/Y taY P4mt ?w 1ar Ir4mMeaDiu, 3gfO az v t-vr PMeY ?llr 1-w• ' WEro41D 9.B, WBI•Flei CBrcwle mb a.v t• HeW9WJwM x-11Y 1a4' P4aak NW 1a0' IbpmWdCNU, b 21IY 1-1M' 1- 'MIN OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD, 30M FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CDDE5ISTANDARDSUSE1. SUBSTRATE, OR AS APPROVED BY THE AUTHORIN HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE FBG), 6TH EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FORTHE 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. . 6) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 8) ADDITIONALLY, SEE THE EXAMPLE ON SHEET B. •2014 FLORIDA BUILDING DOOR FBC), GTH EOIRON •ASTM E130DG0 •ANSVAF&PA ND9.2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL ADM-2015 •AISI$I0.V •Asc3wio Matedw MN. Fl Min. F. Bled a.. 92 keI I" ke1 41DSc Sw 90 ke1 110kw EICBAg01o� eT k01 96 k01 Elm Ulraf Iw W 177 W 410 SS END DeteR.0 127.4 kw 189.7 ksl 8083.1&Akminwn 16 kt1 22k01 Aa851ed 38ka1 56b1 N, 33BtmISWd 33 sl 451a1 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 TABLES ........ 7-8 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... II PANEL TYPES ................... 17 EXTRUSIONS.....................18 ACCESSORIES .................. 19 VINYL SLIDING GLASS DOOR NOA (LM) 10/05W15 d GENERAL NOTES dT JROSOWSKI UPDATED TO FBC 2017, VINYL MFG. 'M 04/06/17 i SGD5570,1NTS A 1OF 21 1111 MD-5570.0 199 A PRODUCT REVISED m wnµlylnD wlm No FlPeWn NOf Nlo CCootltl NOw-No. 174)420.06 Dnptm6an Dnto 04/142021 * No, 58705 P.E MAY UNIT WIDTH NOM WIDTH PER TABLE 51 8 2 MAX. UNIT HE IGH / PER TABLES 1 82 MAX. UNIT WIDTH DM. PANEL WIDTH MAX. UNIT / HEIGHT PER TABLES 182 / / 7 I. 1 1-PANEL 2-PANEL CONFIGURATIONS CONFIGURATIONS MAX UNIT WIDTH NOM. PAN PER TAB MAX. HEI PER TA NOM. PAN PER TAB MAN HE PERTN �lIII IIr v 1! I0 V I� V v er v v r U NOM. PANEL WIDTH PERTABLES 182 � MAX. UNIT WIDTH NOM. PAN -'v- PERTAE a I� MAX. UNIT I MAN le� d I' HEIGHT PER TABLES 782 HE I^ P TABLI NOM. PAN PER TM ow- � nr r Nei._� vi MA) HE PERTN �Ii[jso 1�1. l� Fl;'&? j] I L-j NOM. PANI PERTAB It MAX II PER TN I J ].WIDTH L�ES 1 82 mH unll rv1ul>1 . UNIT T GHT SRi 4PANEL CONFIGURATIONS MAX UNIT WIDTH NOM. PANEL WIDTH PER TABLES 18 2 1 MAX. UNIT E HEIGHT GGk PER TABLESyS 1 8 It L _ J ausga I Fi li � ei �r � Fi Fi i 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: ')C =OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB '0'= INOPERABLE PANEL LOCATIONS. EXAMPLE: 4-PANEL XXXK IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN 'P' =POCKET POCKET CONFIGURATION CAN BE OXXXP. 2) GO' 8135- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ° REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -DETAILLETTER mprNNrtomn PAfmIBA[fiq 4)FOR NOM. PANEL WIDTH, SEE TABLES 182. � TECHNOLOGY 1070 TECHNOLOGY DR ' )—SHEET N. VENICE, FL34275 5) MAX ALLOWABLE FRAME SQUARE FOOTAGE-472.656 FT- NUMBER (841)-480-1600 T.OI AIIIHrH1% NoANo. 17-0420.06 Cplm11on 0At° 04N4/2021 I 0Y I� - mlme ea re I� J 8-PANEL CONFIGURATIONS DLO WIDTH= NOM. PANEL WIDTH -8.9/16' T NYLYN, 'Air NOM. PANEL WIDTH= PANEL WIDTH• 1-3116'.N,� DLO HEIGHT=DOOR HEIGHT -11-1118" PANEL HEIGHT =DOOR HEIGHT-2-1/2' f}; No. 59705 'P L7 VINYL SLIDING GLASS. DOOR NOA(LM) 18110106116 _� EXAMPLE CONFIGURATIONS §&JROSOWSKI �T'•.,)]Z;+�� NO CHANGES THIS SHEET. 04/05f17 r'rrsAONgLIENG``^� NTS 111 2OF21 s£ MD-5570.0 J£ A ALWNMUPB.Ps. PP168>AS _ISGD-5570111 CONCRETE/CMU ANCHORREQUIREA TYP. ANCHOR TYPE, i EMBEDMENTAND '•=�; EDGE DISTANCE PER " SUBSTRATE,SEE TABLEA,SHEETI&"•..' NOTE3,BELOW EMBEDMENT EDGE EVERY ANCHOR LOCATION 2X WOOD SUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET TYP. ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLE A,SHEET I& j NOTES. BELOW L EDGE 1/4' MAX. BUCKSTRIP, SEE NOTE 3, SHEET i DETAIL A2 wroaxwaoO 1/4' MAX EMBEDMENT DETAIL B1 nsTRnan FAcwo EXr. DAYLIGHT OPENING-.{ (vim, �o �� WIDTH I DETAIL CI DETAILD1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE INrERLOCJt FRAME WIDTH AUTO E¢i'u METAL SUBSTRATE REQU FDQER HEIGMf I. GYM.. �.-•1"T� I�e�. DISTANCE 6EP NOTE& if �%�=TJaa�%TNI86NEET 1/4'MAX. )TIISSHEEf I I >2 TMsM�IL/J/J—// EMBEDMENT SMILE, ::MEET L______— pB X 3/4'SMS REIN FORCEMENTSCREW;7 7yp, ANCHOR TYPE, m PER STILE, LOCATED AT CENTERLINE AND 6', EMBEDMENTAND HORIZONTAL SECTION (XXX SHOWN) 9' & 12' FROM ENDS (FACTORY INSTALLED). EDGE DISTANCE PER DETAIL D2 DETAIL B2 SUBSTRATE, SEE TABLE A,SHEET 1 & DETAIL C2 INTEuocM INTOMAsM A95TM^ NOTE 3, BELOW DAYLIREQumEDM OPENING DWR EMBEDMENT FACNO W. acl HEIGWISOYE W 1/4•MAX --� ```� rQ --_—� OPENINGG DISy1I5� II PRODUCT REVISED WIDTH E el,wlA NO Flor14i TANCE I1U,l)G -Na. 17-0420.06 EEEE8, TH95NET T EPlo0on Dalo 04/142021 TH Z RI �TYP.ANCHORTYPE, ._ I I ar !I EMBEDMENTAND o q Mlol"Pmduct Beam r q P '' EDGE DISTANCE I PER SUBSTRATE, n io lm@dID SEE TABLE A. SHEET b I EEPEROMIJ( b 1 &NOTE 3, BELOW I Fk pm EESHEU19 H•- PANEL WIDTH L -----J CONCRETEICMU PER ASTRAGAL MAV BE HORIZONTAL SECTION(XOSHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP & INTERIOR OR ,\`" HY LYIY NOTES FRAME OF ANCHORS, SEE EXTERIOR DIRECTION. ALL �O.;..........N,4 . 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, RBNFoxceMEHTTrPES BEE xorE a,Txs sHEET1 DETAIL SHEET 19 PARTS IDENTICAL. A'�;` •�C� Q' 2) REFERTO ANCHOR NOTES, SHEET 1. 3) CH SHEET 13FOR ANCHOR LOCATION 8SPACING. FOR ANCHOR QUANTITIES, SEE TABLES TIO FORAEL InGKsnlEs, /4TPAONS,FEfED a sTaESANo a $ VINYL SLIDING GLASS DOOR NOA(LM) 10/06/16 Fynr No. v; 4) CONTINUOUS ANCHOR PLATE, ITEM UB, IS REQUIRED AT ALL ANCHOR LOCATIONS xGR¢Cxcu.RAAs INSTALLATION, HORIZONTAL XSECT. 8 JROSOWSKI P'•. (�'; �� O •. srA �/` 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL FOR Imo n D ® mwnrartomn Fmrwam¢a.ec NO CHANGES THIS SHEET. p Ag 04/05/17 • � • ;FS •'•oglG!•,: `•�c��� " p1G' TECHNOLOGY 1070 TECHNOLOGY OR �� REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF iv ' „�Ntill THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. sTAui w 7) SEE SHEET 20 FOR SCREEN DETAILS. N.VE1)-48 FL 34275 (941}4&0.1600 MA.. ALYP."al A,PE P.EJ FE)Yc SGD5570� NTS 3OF 21 LLUU 3$ MD-5570.0 ✓!4 A DETAIL E1 TYP,ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 Iwo ONWY AND EDGE DISTANCE PER INrowpppDADE tx BUCK4RUP SUBSTRATE, SEE TABLE A, SHEET WIDIMSQVRY IMOMETAL COMPLIANT ALUMINUM/STEEL MULLION, PRO COMPLIANT ALUMINUM/STEEL INNOTETHI99HEET 2X WDOD 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/CMUDGE NOTE3,SHEETI SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PERANCHORANCE OIEDGE E 1 & NOTE 3, THIS SHEET DI EDGE TABLE A, SHEET 1 REQUIREMENTEMBE0. . ;...:.. I� EDGE DIGTANCE MENir'' ' EMBEDMENT I EMBEDMENT lEMBEDMENT ` pp qq r 1/4'MAX.J P tll'MAY, 1X OR 2X WOOD 1 Q BUCKSTRIP, SEE ' / w ANCHOR NOTE 3, / m 1 SHEET 1 / / so s a / FOR / EDsmEs,/ PSTRAOAIS. FIXED SEES um NORaoNcu ANCHOR PLATE AT lames EVERY ANCHOR LOCATION DAYLIGHT O OPENING FRAME see HEIGHT HEIGHT NOTE O, �\�/JTxls sxEEr `J E%IEP Q w el MS a u u 1/4' MAX. y GROUTAS 9 NEEDED, SEE 13 ra ANCHOR NOTE O 5, SHEET 4 u 11i MAX. I ITM \ Z°l / TYP, ANCHOR TYPE, EMBEDMENT AND / TYP, ANCHOR TYPE, EMBEDMENTAND / L EDGE DISTANCE PER SUBSTRATE, SEE L 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, p8 X 3/4' SIAS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES I&2. SCREW. 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT CENTERLINE AND (' FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 6) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS PANEL ALL REINFORCEMENTS ARE APPROXIMATELYTHE FULL 1EIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOF MOT DIMENSIONS. DLO WIDTH = NOM. PANEL WIDTH-8.9/16' DLO HEIGHT =DOOR HEIGHT -114116' PANEL HEIGHT= DOOR HEIGHT -2.1/0 VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, T 1— SEE SHEETS .390—�11"'— 1 1 7 & 8. .3907---I I---+---TTT— I` T--390 } } 2947 D12 &gNRJ —T 1.703 I 2.370 4.041 W34— 6p190TP'PLY 81— HEIGHT 7 2887 3.484 o .oeo .oeD �TOTAL ,a80 SILL RISER SILL RISER SILL RISER SILL R SER O(2-1/2'TOTAL t4 ,SILL O(4.1/16-TOTAL <4 (4-6/S'TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) PRODUCT REVISED complYlnq WIN tea Do4da Dmldmp Ladd NOA-Na. 17-0420.06 p pl.tlaa DPta04/14/2021 • EMBE0. r { EMBEDMENT EDGE � �.No. 68705 DISTANCE ' •,v'D CERNp TYPE, ANCHOR PE AA VINYL SLIDING GLASS DOOR NOA (LM) 10/06115 pO VERTICAI.XSECT. �is JROSOW SKI EDGE E4N A 2X WOOD BUCKSTRIP OR EMBEOMENTAND\—TYP. O &INSTALLATION, OTATEOF (O` NO CHANGES THIS SHEET. Al 04/05/17 DISTANCE EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE �J Ddn 02317 Parve.rstwrs,Nc ut PaxtsP p ,C'• ;' '.,lCs' iOA. CONCRETE/CMU PERSUBSTRATE, NOTE 3, SHEET PER SUBSTRATE, PERANCHOR DETAIL FI SEE TABLE A. DETAILF SEETABLEA ILFm�my SHEET I&NOTE 3, SHEET I&NOTE 3, �.;'y. Ep1G��� 7tttt TVAL1 j 1,t� 1070 TECHNOLOGY DR N. VENICE, FL 34275 �� SGD-65701 MS 40F 21 gg g4 MD-5570.0 $ A REQUIREMENT �p sTm Wopp THIS SHEET THIS SHEEP ��i1a�Ptt.0 alvpzA58m P.E O SIR��' ♦ ra�T — � o NOTES o IL] 1)DETAILS APPLY T02,3AND 4TRACK CONFIGURATIONS. DU 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FORANCHOR a m y pp QUANTITIES, SEE TABLES I&2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. `�.`a0p1Y LYNN�� ps �'�,:' �1DENSF ••,(/''�' NaKlaeomm :e ec VINYL SLIDING GLASS DOOR NOA (LM) 10/06/16 _ �':' No, 58705 , *: (a1TWUMDEFER4DN'I%pe 3.70.C.,sMeHMrle DETAIL G2 vmgm CORNER ASTRAGAL HORZ X-SECT. �A-JROSOWSKI Ry. — �,;'�; =p':, yy)Q (136. ourso mw �'x oq gar m�s.wn @ NO CHANGES THIS SHEET. �� 04/05/17 1070 TECHNOLOGY DR N. VENICE, FL 34275 pp 1� 00.1 SGD5570 j!, TITS 60F 21 6$ MD-5570.0 �S A �'L peps rE DETAIL 11 DETAIL 12 OPTIONAL NOW IwoN^soNBv Noomw;0 ' STRUCTURAL ANCHORS FOR ''Lj'. CONCRETEJCMU Q a, n EDGE PERANCHOR INTERIORPOCKET TYP. ANCHOR TYPE, EMBEDMENT JAMB 01 m pe' AND EDGE DISTANCE PER DISTANCE„.; REQUIREMENT 5EE F101, SUBSTRATE, SEE TABLE A, INTERIOR POCKETS MUST + m e .,: FIGUNEI WIE6LOCx9 ATPOCNI:TS: INCLUDE A NONSTRUCTURAL. TMs sxEeT SHEET 3, BELOW FOR DOOR HEIGHTS OW AND LESS: FRAME JAMB TO REDUCE THE ` to POSSIBILITY OF WATER ,�' OPT' INFILTRATION. '• �'j 3t ANCHOR •.,..� L 114'MAY 1B EMBEDMENT _ elm POCKET BY OTHERS, SEE 1' S'1 11 17 p1' NOTE BELOW. MEPfr''; OPT.1/4•MAXJ FOR DOOR HEIGHTS OVER SB' ANCHOR . .. .-;1 ♦ •..•'�I CONCRETEICMU �BF�O,•p1 q MAX. O.C. TYP. ANCHOR TYPE, EMBEDMENT Fa�E MIS sxFm EDGE ---...--- PER ANCHOR AND EDGE DISTANCE PER DISTANCE REQUIREMENT 1B °1 SUBSTRATE, SEE TABLE A, SHEET 1 d & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BEA MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 MO NETA EMBEDMENT 114- Elff¢npKN V EDGE DISTANCE EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET.1 & NOTE 3, BELOW ANCHOR EMBEDMENT 114' _ MAX wlw IYe VmU{ EDGE FRAMING, SEE ANCHOR piY DISTANCE 6°tlifl., NOTE 3, SHEET 1. NoA .- \ r-OPT. ANCHOR I Gplmtlon Fxlswrn V DETAIL 14 plf0 W000 NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. y� VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 1. JROSOWSKI * , No. 63705 , ' t •'•. 2) REFER TO ANCHOR NOTES, SHEET I. 3) SEE SHEE7I3 FORANCHOR LOCATION&SPACING, FORANCHOR QUANTITIES, SEE TABLES 1& 2. mpmuisea°11 pm°mslwEm dP-HOOKEXAMPLES,HORIZXSECT. i1 �'�� �0�•'sTA o ' F/oB10P;•' �'+FS• NO CHANGES THIS SHEET. �A04105N7 4)SEE TABLES 1& 2 FOR REINFORCEMENT REQUIREMENTS. 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR'�•iSVOA�gL, 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N. VENICE. FL 34276 (041�^eM1600 gg ALTP W�LI�pH AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SGD-5670� MSL11 BOF 21 &Q MD-5570.0 $ q Design Pressure (DP) and Anchor Quantities Required, (brell eppmed cmfiguretbns an Sheet 2) Use 0ds We (br. Glass Types 1, 1A 3 m3A Astragal Relnlewnen102B 19cksme Relnesmement 026 MM Sid. ededook RehMlmement a27 Dom Unit Height BP w g8' WI&I8' OLO Height 72-iBlI V OLO Height 8415/16' DLO Height Meier Gmup Amhm Gmep Anahm Gmtpq A B C 0 A B 1 C D A B C D Design Pmssm -W/-Wpar +00140Psr !60/-BOpar 1&1IB• Head/SN C3+1 C3+1 a C3+1 C3+1 03+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 24• DLO Width Jamb 6 5 5 b 5 5 6 5 ' 5 6 5 5 p.h k 7 7 7 7 7 7 7 7 8 a 8 8 Design Press" +wl/ paf +60/-Wpsr +60/-Wpsr 2.54/8' HwdfSlN C3a1 C3+1 C3+1 C3+1 C3+1 C3+1 C C3N C3+1 03+1 C3+1 C3+1 DLO Wldh Jamb 5 5 5 6 5 5 6 5 6 5 5 6 P4)=k 7 7 7 7 7 7 7 7 8 I 0 I 0 8 Design Pmssm +60/-60psf +60/-00psf +601-Wpsf 31-1/8• HeaN901 qa1 C3H p+1 QN C3+1 03a1 C3*1 Call 03+1 W+1 C3+1 C3+1 a 38' DLO Width Jamb 6 5 6 6 5 6 6 6 5 5 5 6 S P4eok 7 7 7 7 .7 1 7 1 T 7 S B e e Design Pmss" +60/460psf +60/AOpaf +60/-Wpsf 37--1B' HeaySlll C3+1 C3+1 C3N C3+1 C3+1 C3f1 C3a1 C3+1 C3+1 C3l1 C3N C3+1 42' DLO Wldt Jamb 5 5 5 5 5 6 6 5 5 6 6 fi P4eok 1 7 71 7 7 7 7 7 7 8 8 1 8 1 S Design Pnsalse I +60/-60psf +601-Wpsf +60/-Wpsr g3-1B' HBaN3N C3+2 C3+1 C3a1 pN C3+2 C3N C3+1 CN7 C5+2 C3+1 C3!1 C3+1 !�0 Wdh Jamb 5 S 6 6 6 6 5 5 6 6 8 b P4eok 1 7 1 7 1 7 1 7 1 7 7 7 7 B 8 8 8 USED IN EXAMPLE ON SHEET 0 TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B7 DETERMINES THE WATER LIMBED (+) OF. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER LS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET4. 4) SHEET APPLIES TO 2.3 AND 4.TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES. SHEET 1. 8) SEE SHEETS 11.10 FOR ANCHOR LOCATION & 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 ATTHESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE OF DUETO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE Bi, THIS SHEET. p 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 0 OF ANCHORS REQUIRED THROUGH THE P-tOOK, PERPENDICULAR TO THE GLASS. TABLE B1: Water -Limited I+) Design Promm SIN Riser Nam SB Height Mar. (+)DP Alloyed None 14111V Sea Npta2 42 2.1/2' +38.7 psf 43 3.1/2' +80.0 psf 44 4.1116' '+60.0 psf 45 441V +00.0 psi FIG 1: DOORASSEMBLIES INSTALLED WHERE THE PRUCUCTREVISED OVERHANG (OH) LENGTH 19 p in IN the F1.9d. aa114laa�o�e EQUAL TO OR GREATER THAN HoA- 1T-0920.08 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER a plmuun omv 04/14/2021 INFILTRATION RESISTANCE. __. /may:%' DLO WIDTH -NOM. PANEL WIDTH -8-S/ie' DLO HEIGHT=DOOR HEIGHT - 11-1/16' PANEL HEIGHT =DOOR HEIGHT -241Z ��•t`�NY LYNNr1j'rr '*! No. saps' vy 4.'1.�_'•.alopmP.: .��.` VINYL SLIDING GLASS DOOR NOA(LM) 121 10/05/15 DP & ANCHOR QUANTITY TABLE IN J F ISKI NO CHANGES THIS SHEET. 5117 NTS111 70F21 rt�4l MD-5570.0 Design Pressure (DP) and Anchor Quanliges Required, , (far all appmed amfgumdaro en Sheet 2) Dad this table for. Glass Types 2 w 4 Asbagal Relnfaroemont 929 Lnckellle Reln/omement#25 HD Inladock Reinpucemenl02B Daw Unit Height 804 84• e6• 109, 120• 68-15118• DLO Height 72-15H6' DLO Height 84-IOII ' DLO Height 96-15MV DLO Height IMIS116- DLO Height ArwhcrOmup Anchor Group Ammer Gawp Anchor rmp Anchor Gmup A B C D A B C D A B C O A B C D A B C D Design Pmsaure +100/-100psf +100/-100pef +100/400psf +60/-65psf +60/-SSpsf 24- 19.118• OLD WWh H..&S01 C3N q+1 qN C3H C3+1 C3+1 C3+1 C3N CS+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 Car Jamb 5 6 5 5 5 5 5 5 6 6 6 6 6 6 6 6 8 6 8 8 PHpdt 7 7 7 7 7 T 7 7 8 8 0 0 B 9 B 9 10 70 10 10 Das/ga Press. +100/-100psf +100/-f00psf +100/-100psf +60/4i5psf +W/4i5psf 2F11B' Hea"Ill CS+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+IC3+1 C5+1 CaI+1 C5+1 C3+1 C3+1 C3N p+1 C3+1 C5+1 C3H pN C3+t 30° DLO Width Jamb 6 5 5 5 5 5 8 5 5 5 7 5 8 6 8 8 6 6 6 8 P-Ind( 7 7 7 7 7 ] T T 8 6 B 8 B B B B 10 iB 10 10 Design Pmssme +100/-100psf +100/400psf +100/-100psf +60/-65psf +60/-65pof 31-1/B' DLO Haaasul C5+2 C3+1 C5+1 C4+1 CS+2 C3+1 C5+7 C3+1 C6+2 C5+1 C5+1 C3+1 C5+1 q+1 C3+1 C3+1 C5+1 q+t C5+1 C3+1 36° Width Jamb 5 1 6 6 6 5 5 a 5 5 5 7 6 6 1 6 B 1 0 6 fi 1 6 6 Pdwok 7 7 7 7 7 T 7 7 8 8 8 8 9 B 919 10 10 10 10 Design PMSM +f00/-1g0psf +100/400psf +100/-100psf +60/65pa/ +60/-85psf F 37-IIV Heedr301 C6+2 C3+2 C5+2 C3+1 C5+2 CS ✓4 CS+2 C3+1 C5+2 C5+2 CS+2 C3+1 C5+1 I C3+1 C5+1 C3+1 C6+1 C5+1 C5+1 C3+1 y 42' DLO WidthJamb 6 5 7 5 5 S 1 7 1 5 5 5 8 5 6 8 6 6 6 8 7 6 p-Imdt 7 7 7 1 7 7 7 1 7 1 7 g 8 8 1 8 1 B 1 9 8 1 9 70 10 10 10 Design Plead= +100/-100psf +100/-7Wpsf +92/32psf• I +60/fi5psf +60/-SSpsf 431/9• Headisill CS+2 C5+2 C5+2 C3+2 G5+2 C6+2 C5+2 C3+2Wf+ 2 C5+2 C5+2 05+2 C3+1 C6+2 C3+1 C5+2 C5+1 C5+2 C3+1 4B' WW0 Width Jamb 6 5 7 6 6 5 8 6B 5 6 6 7 6 6 6 8 6 P-Imk 7 7 7 7 7 7 B BB 8 B 9 B 9 10 10 10 10 Design Pmsa,se +80/4i0 psf +BO/-8opsf/4i0psf +60/65psf +6f.1/-50.7psf 49.1/8' Hoad/S01 C6+2 C3+2 C6+2 C3+2 C5+2 C3+2 C5+2 G3+22 C5+2 C3+2 05+2 C6+2 C6+2 C5+2 C5+2 C5+2 C6+2 C5+2 54• DLO Wltllh m� 5 6 8 6 6 5 7 5B 6 8 0 8 6 8 a 6 6 P4nok 7 7 7 7 7 7 7 78 8 9 8 B B 10 10 10 10 Design P.. +80/-00 psf +00/-Bopsf/-80 psf +69.1 /-84 psf +49.6/33.7psf 65-110'He 111 C5+3 C3+2 C6+3 C3+2 C5+3 C3+2 C6+3 C3+22 C6+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 60' DLOJBlllb WidthP4=k fi 6 6 5 6 6 7 GB 5 8 8 8 6 6 8 0 B 7 7 7 7 7 7 7 7 6 8 9 B B B 10 10 10 10 ' +/-100.0 PSF FOR ANCHOR GROUPS B, C & D. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2� AND TABLE 82 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO,+On SHOWN IN TABLE 2 MAY BE USED. carwa,neswr poriw,arsys. 3) SEE SILL RISER TYPES ON SHEET4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 5) REFERTO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34276 (941)-480-1600 6) SEE SHEETS I I-16 FOR ANCHOR LOCATION & SPACING wm.OFAaerarA+ _ 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 TABLE B2, THIS SHEET. H OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS - CLUSTERED AT PANEL MEETING POINT AND 7 ANCHOR REQUIRED AT MIDSPAN OF PANEL). �TOTAL M OF ANCHORS THROUGH THE JAMB. THE B OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVER14ANG(OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Water{imtled (+) Design Pmswm SIO Rlaw Nom. BIII Heighl Mel. (+) DP Atlowad Nona 1-11/16• SBB Note 2 42 2-11Y +38.7 pal 43 312' +60.0 psi 44 41/1a +80.0 psi 45 458' H00.0 psf DLO WIDTH - NOM. PANEL WIDTH - 8-9116' DLO HEIGHT =DOOR HEIGHT -11-1116° PANEL HEIGHT = DOOR HEIGHT-2-1/2• VINYL SLIDING GLASS DOOR NOA (LM) DP& ANCHOR QUANTITY TABLE R.-I JROSOWSKI NO CHANGES THIS SHEET. k9 04/05/17 as SGD-55705NTS 8OF21 1111 MD-5570.0 1111A PRODUCT REVISED Ou1141n91Y1nB wIN iM1p Flprlda NOA-No. LLeJJ 17-0420.06 Pv,plmtlon Qom 04H4/2021 .A ,f No. 56705 ' 9t N - 14 ;O,e s4ORION �• ��, ONAILrEN•` ALMMUMM EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION -P)CK INTERIOR MOUNT POCKET, 48' X 84• NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.2/58,8 PSF P-HOOK ANCHORAGE DETAILS JAMB ANCHORAGE DETAILS POO ry n}HER8.M NOR 0, SHP O IAP)L 4 GNTERIM 11 tlra�l i1 PXXX (3-TRACK) t FOR ALLOWABLE CONFIGURATIONS AND EXACT i OF CROSS-SECTION DRAWINGS. D FOR SPECIFIC GLAZING TYPES, 7 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. 4 A 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. B FOR INSTALLATION OF ADDITIONAL ACCESSORIES. 1 FORA BILL OF MATERIALS. REN O POCKUS a1ADA7pNON INTERIOR PoCI(LT8 sNEEfp 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2/-58.8 AT A NOM. PANEL SIZE OF 48' X 84'. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS+80A00 WHICH EXCEEDS THE PROJECT DESIGN FOR WOOD INSTALLATION USING ANY ReaN81tl 03+2 ANCHOR IN GROUP A(SEE TABLE A), TABLE I e 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: P'Raak 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 FORTHE'CT CLUSTER ANCHORS AT THE INTERLOCWASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE'+2ANCHORS ATTHE MIDSPAN OF EACH PANEL � JAMB: 6 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL ��L��/—IIj.�,��� LAYOUT. O 3) INSTALLATION DETAILS INTO WOOD CAN mvmxprem±7 lvnNPmras,n N. SILL ANCHORAGE DETAILS PXXX (3-TRACK) F-- E EI COFENOPANEL 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 YT, OTHERWISE ANCHORS ARE NOT REQUIRED AS Oce ruc nni rOc eonvO. / ---� NA" 1 -- ECSRIOR b PRODUCT REVISED OmPIPIAp with tea Plod4n WlEInp NOA-No. 17-0420.06 VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05115 =* STRAIGHT DOOR EXAMPLE j&' JROSOWSKI NO CHANGES THIS SHEET. 1A� NTS III 9OF21 P9I MD-5570.0 NO. 58705 3'HLA SGSSGLA � 3116-HS SS WWHSGVSS�I I— W167AN Bp et SURFACE V 61 a FIlligm-- PROWGTIS'FXrERpR- I �I GUgPPROWOTI9'EISpR- IF96D813 1]AP NOEL GVSED'IF98981I9 TOWAP09 THE EMFAp0.I D I GlAS9 RIWARW TIE FMD3p0.I O I I BITE I a I aII010 PROOVC11S9Nituwt- I I PROOOCt'ISRRERIOR- I GIAZED'fF9669119 I r9 GIAS-0'IF9668119 TOwPAOSTHEIM m I TOWPHIISINE RRENIO0. S@NOTE; SEENOIE]. Tn091,SET 1No 9r�R GLASS TYPE 1 GLASS TYPE 1A KODISPACE 9 4SG TPS BUTYL 6 DESICCANT FOAM EM. GLASSI VU/ `INT.GLASS DURASEALO SPACER STRUCTURAL S61001,1E W16'1101& FOAM WITH 1-IM6'NOM. :um-ru.w9 wto-yw.naa PAINTED/ PANTED/ PAINTED/ EX.TEMOR , ]IB'NOR I GIA7E0`IF Eb1 IS G3nss TowAROs SWrHeEMERmRI I BITE PRIWOT IS THE M iB OLVEO'P96D5115 TOWAROSTNEINTEWOR 69 SEENO Z J Me SMIX 1.1/1ENOM. DESICCANT W16-HS GI -ASS — a.GLASS WITAIRSPACE WIVT GLA96 OW WT. GLASS aim - SUPER vftooucrlsFxreRloR- I °3A:Fp9-96x-9i 19 i6 SPACER®NXTT°' rownn°s iE ExTERIOR. I �ItIT®9H I PNODU�L'T 19 TNiEIS POLYISP OFSK%iiWr FILLAREA 0L WIFW-Itl15 3UTYLENE 6HB'NOM. TaYARO6 TILE INTJ3100.I SEA SIUCCNESEAL BEENOTEq FORMED TAT s STEEL GLASS TYPE 3A NOTES: GLASS 1)B CCK13EDDING SURFACES SHALL _ NOT BE PAINTED OR LAMINATED. r` 2) PRODUCT' MAY BE EITHER M GLASS INTERIOR OR EXTERIOR GLAZED, XL EDGE"' PROVIDED THAT THE 'HS' SURFACE cwnuBxTeR. ie OF A LAMINATED GLAZING UNIT IS SPACER ADHERED TO THE GLAZING LEG. 10707E GLASS TYPE 2 3/16'I�GL .OBO' PAINTED/ /—LAMINATED 9B SURFACE `[/ a E%IGRIOR PR09UCi 19'FMFRpR- I TAI•NOM GUSED'IF967-0S 19 I GIA59' TOWARO9MEFMEWO0.I I BIT_ I IrT�wt I I 1`11 W 7`ISTNTE19011- 70 OLATEO)E TOWMDSTH9THEINTFRDR I T11t6SHOU9HEET � a E%lERIOfl - � ]/B'NOM. PROWCTI9'E%IERpR- GLATFD'F9B28iD 1 119'NOM. GLASS TOWAR09 THEEMERI00.I I GLASS BITE I I BITE 1�\ [r ILA I \ PP0 1W TB 9 IS°R. )a L\}YJ TMAJU'IF987d115 TOWAROSTI@IN3ERIOR SEENMEZ T IS SHEET GLASS TYPE 3 'ANM=ANNEALED 'HS' = HEAT STRENGTHENED T=TEMPERED 1.1/1WNOR 'PVW=.090'TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. •SG'=.090'SENTRYGLASO INTERLAYER n BY KURARAYAMERICA, INC. 77 >a PRODUCTREVISED PAINTED/ DUI EInOIyo B with 1M10 Flo4tla Ln LAMINATE° .1le.0 17-0420.06 �9URFACE eaplronan Dale 04114/2021 GLASS TYPE 4 17W NOR GIASS I BITE 7B A VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 GLAZING DETAILS S JROSOWSKI NO CHANGES THIS SHEET. M 04/05/17 p k$ iGD-5570 NTS 10 OF 21 54 MD-5570.0 @ A No. d8705 SILL CLUSTER ANCHORS LAYOUT: A3f(W3ALOR NmA OCK CENLERLWE 4• pX1E�TRlOft V 2-TMCKCUIST'A'OT ANCHOALOCATroNtS 4• STMCKGL3Tf' ANCHORLOCATom 4TMCKCL09 'C.9•ANCHORLO mm ASIRAOALOR INTERIOCI( cEHTEmm�E 4. EKIERIOR zmorxausTEftcs ANCHOR LOCATON9 g3IMAALCR INTEN3OCK 4- CEHTEI4.PE 22° ExrejjRloR 9.22' STULKCLU9IMW ANCHOR LOCATON9 PSlI4AALOR NR R DCK 4. CENfERIINE 4• 22• EKTEftIOR 3.22' 4TMM CLUSTER •CS•MMORLO TONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK ��ppll•¢¢•• DISTANCE IS 2375• 2.376• FOR ALL SILLS: SILL "+° INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLRE EMERIOR �/ 2.TMCXINLERNEOIAIE vt'MOIOR LOWTKW PANEL ]]IBp•IAT�¢¢L CENRERIWE IXT(E1PIOa �J sTMCNIMERMEMAIE vf'ANCHOft LOCATION Y1'ANCHORLOC MN PANEL CFMF W C a• EKTER1103 IJ 2-TMCKINTEId MTE v2•AN WRW=OW 4° 34MCKINIERMEDAW ' rMCHORLCCATMS PAIJEL LENIEgLME EXTERIOR v2•MCHORLOCA 4TPACTO GRL FDV.W NS HoaNSLI 1 Jamb 1 5 P-haoK 7 PANEL CEME WNE a• E%IJE'IR�IOR V 2aMCK PRERNEgATE va'ANCHORLOCATbN19 PANEL CENIERONE 4° EXTJ'�OR —� 3.22° ID a•TRACK aJTERMEOIATE IrMWORLOCA=W 4° — 1 3.22° aT GKSRERL1E01A'IE lrA HORLOCATONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BAS D ON MINIMUM ALLOWED 2)TRACK-TO-TRACK �L _ _ 2.376• DISTANCE IS2.376° FORALLSILLS: � L_I ' VINYL SLIDING GLASS DOOR NOA(LM) 8 10/05/1F ANCHOR LOCATIONS A R0 JROSOWSKI NO CHANGES THIS SHEET: 04/05117 SG65570 J NTS 11 OF 21 5qq 4MD-5570.0$ A 17-0420.06 * : No.58705 TJ '. WF �O'+_ ATE OF HEAD CLUSTER ANCHORS LAYOUT: P9THAOPLOR INTERWCK 4• ]tA'TL� CENTERONE Ex1fEIRIOR 3.22' v am/.cKauslEnva' ANCHORIOGTWNS AeTRM m IWERLOCK CEWERLINE 4. ExilE�aoR —^� 322° D4RACKOOSTFA'Cx' ANCHWLO ww 4' I-'-322" MTMCKCL09TER •CTANCIIIXII Vom Ju^IMGALOR 6OERLOLK Q` CfIfTEiSelE I'7 322` �J STMIXCLL6IEAYS' ANCNOR LOGTKIN9 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTFOR HE DS: 2.376' FOR ALL HEADS: HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL LQRHLLR� E%TfEIRIOR V a'RUO<WTEIOnEDATE v1'ARDM0. LOCAnDN PN CEMEflLWE EXTERIOR Il 1TPACKIWEN.IE M I/ '•VMWORLOGTION .TMCKIWERMmwne ' 1'M<p1OR LOGRON PA ff CENTERILVE 4` EXTE��IRIIOR 322' �J STRACKINTERNEDATE , ••rANawRLounoNs PANEL CENTERLINE 4.75" EXTERIOR .R STPACKIMERMEOwTE V vY NICHORIAGTN116 PANEL CENIFALWE - Egg EXTE�1RIOR v aTMCK BAEWAEDKTE Ir MICNORLO MM rr ��91 �0 YL SLIDING GLASS DOOR I ,HOR LOCATIONS B CHANGES THIS SHEET. )-5670111 MS 11112 OF 21 PPNFL CEWERLWE 4' EXTE�12 V 2-T CKIWE WAM Yr A11 RLOCRT*M PANEL L4MFALINE 4' EXTERIOR fvl HM 322" STMCI(IWEHMEMATE ' x'ANCHORLOGTIOIS J L 4TRACNEDwTE••6' V ANCHON GRLOLOGTION9 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375' FOR ALL HEADS: J ROSOWSKI MD-5570.0 PRODUCT REVISED ` BOO H ttyyInn Mth ten Fled `` NY LYry oAimnOPeotlo `` •,\V UCE ---- NOA1xo. 17-0420.06 `�. 6 eKPImL"n onto 04/14/2021 _ * ; N.. 5e706 PE P-HOOK ANCHORS LAYOUT: G. JAMB ANCHORS LAYOUT (PARTIAL VIEW): 2.976' UAL4,715" I .U.A=. 7.125" MAX. 21.6' Heawsol C3.1 PAAXemb 6 O.C. ExrEaio3 F-h �J OPT. ANCHOR TO AID IN ALIGNMENT NOTES: 1)fiTANOARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY e" 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 T 3-TRACK FRAME NUMBER OF JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS BE TOWARD THE INTERIOROR CHORS, THE MAJORITY MAY 21.6' MAX. O.C. MAjX� ( 2 TRACK FRAME JAMB NOTES: 1)ESE TABLES 1 8 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK WEEP NOTCHES R ENO ®1"X.600^ 24° (G 1.976' X.600' IX E� M ) 4-TRACK FRAME JAMB NOTCHES ®1°X.500" TRACK WEEP HOLES ! 24• @ 1.125'X.1BC; NEEP NOTCH EVERY 24' f� 1.37fi' %.600' SILL WEEPHOLE LAYOUT (2.3 & 4 TRACKS VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS C �artomn .arrasrmra.xn 0 NO CHANGES THIS SHEET. JAMB WEEP NOTCHES R END 0 1' X.fi00" (10)TRACK WEEP HOLES � EVERY 24°Q td26'X.190'; (1) WEEP NOTCH EVERY 24' @? 1.375' X.600` J ROSOWSKI NTS 1 130E 211991 MD-5570.D PRODUCT REVISED amaivgl�o�80 lU. M. Fio4da NOA-No. 17-0420.08 N0.58705 %p0'•� sid7E� F�fac; HEAD 90e CORNER CLUSTER ANCHORS LAYOUT: ERM z.TMIXcrwpnER 'CA'ANCXORIACAI%1N6 (89e MHERE'CS I99PECff®1 4'• yIMIXBCwRlER 'G•ANCNORLOGTGR IwE W11ET✓E'C6" R 6 PEC6ED) I aTMCK W wRNFA MIOR (USE WNERE'C8.186PECIflEo) BO' H66dISH 1 I 6 P-hook 1 7 EMOR aTRACKPo•coRHER R 'Cg'NlDIpRIOGTKMR V IDSE W HERE'CS 18 6PEtlF®) 11RAIX W'wPAER •.n-.. 'W'ANQIOR IOCATKItL9 �/ RRENHERE Y6ISSPEU' PIED) SILL 900 CORNER CLUSTER ANCHORS LAYOUT: I z:tMCK fiD•wR1EE F, MO 'G'NlLHORLOOATON9 188E W HHiE'CT 6 BPECIFlEp) P w F T I yTMOKBO•wMER EXTERIOR 'G'NKifOR LG'AIXNR BRE YMERE'CS IS $PEpI FD:O) P P F N I I 4• > 1, aTMCKPo'COIUER t%TE MOR EMM 'G•ANCHORLRMT 41RAIXBe•CCMER (88EWIIEREMd•RBPEGRm) YRANCHORLO =N (IRE WHERE'CS R BPECffIFDI 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 E DISTANCESDS AN 2.375' 2.375' TOl FORALL HEADS AND SILLS: N 4 yI MCKPo•wRlER plp 'Ce'PNGIORIDG1TbN5 "Tim L9 BPECff®) H F F 19 I y MLKPo•wPNER EXTERIOR •G•ANp1011LOCATKPR (IRE LN�RE YS 19 BPECffRO) H H H H I FOVIF]FERf6N TOTE rauonwom•ww6R sw. N10f11 LOGiNXA: BU, � HealSll 1 J6mb 5 Pamk 7 PRODUCT REVISED pl In Mlle IM10 Florid. 9ul,Ei,g L�eB Now -No. 17-0420.06 No. ge70g ; P12 �F.....4�''S,QIVAL`31, TIRE WHEREC6'R 6PECIFIEO) A. LYNNN6IER RE PE.l6eie6 F VINYLSLIDINGGLASS DOOR NOA(LM) 10)05116 ANCHOR LOCATIONS D 6JROSOWSKI 0 covrRlmrtomn wrvumREaixc � NO CHANGES THIS SHEET. 0 04/OSl17, NTSII14 OF 21p4MD-5570.0 HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 1356 CORNER CLUSTER ANCHORS LAYOUT: /JNWIIIX'AnOO: 11TJ 4' 4' 4' 4' / 4 OR t(JIlm 1 5 1 STMCK iSSWWEIi 1TUCK136•WFMA 4' FW_OJ_ IICLL 4. ExijEiLUO PIIDOk 7 •CA•AIIg10R LOC4TIW3 T11. DRLOCNmeE 1-iPAG(1SS COPo4li V b1MLKf]6.00RtER NSE W11EI1EW DfiPEgFlF01 (WEvdFIM%s-m SPEcrt= •G•ANGIOR lOG11DS T6ANbfORLOGl10tfi IIISEKIEFE T,TRSPECEIED) (l EYIHIMWZSPECIFhD) Xl; 4' 4' 04" PRODUCT REVISED 4' ae comPlN with the Florida Oadlalli�NOIhto. 17.0420.06 Eaplratlan Dato 04/1412021 WO LMEWOR Er 3.22' tmnm uc co„ ro }TMCK135• COWER }TMCK 195• WRIER SIRAM IW WRIER }TPACK tES WRER WArcRDatcumau 'f9•ANC11gt IK1CA1pM19 u.wWDatKICAl1019 •03•AN!'.HOIiLOOATIDIE (16EWNFAEW ESPEOEEO) IufiEYM6AEW19 fiPEL41®) (lEE'MFJiE•CD•D 6PEOFED) (L6EWHHEW165PECEED) 4' 4' JL I4" o 4' *\.:•t1;• UyC.EyNX GN.NNSFN .. I�•dt..'il No. 597054, ROft�x El(TEROR E0 3.. ('. jq •� ORION ' M'g i CLOG1blt9 `� •R6•ANdi01R�LOWCA7KnRS � smACK1WOORfER SiRAq(IwwmER �'S�OAIAL (WEW StEWIS6PEC ) IusE WIEpEW R6PCLEED) •G'ANLIIORIOGTOrIfi •C6•PNODft tACAlI0R9 'III III6EINEREWIICAVOMEO) (IRE WAKOIORIMA CIFlED) A LYNNNLLERP£ NOTES: r.Es5e7a5 FDu1EaPFmAwromEFouowxomPeowm+ 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. IcroAnaonlncnnaw.' 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 a JROSOWSKI JIMb ° Jamb 5 3)TRACK-T6TRACK EW2375- ammnxromn Fo7mwsmesrs � NO CHANGES THIS SHEET. �� 04/05117 P-0wk T FORANCEIS2.375' 2.376'TECHNOLOG10707E ICE, FL 42 DR FORALL HEADS AND SILLS: N. VENICE, FL 36275 ry (941)480.180D SGD-5570� NTS b 15OF21 R.1 MD-5570.0 $ A rERr.orAurnmm SPLCE LOGTON q• EMERIOR 3�• D2.mnasPucE TA'N&HORLOGn018 BIS E MMEPE'CS q SPELFEO) EPL CE IOGTpN 4.75' sxr wog4' STMDI(SPl1PE •u•nNcxW<LorwnDNs BISE NM1¢I�' W' 19 SPECR4T) 4TPACESPBCE •u•u1waR lnrwTots BpE WNQiE'CT I9 SPECOIED) Emmmm not SPUL Lo rC" 4• fELRIOR 3.22- v 2-n SPLICE •W'AIIQIORLOC6TICN9 (IRENMB113 W ISSPEGmt®) EPII LOG9TON 4- E%IERIOR 322' _FL }TNpW(SPLIGE �v/ YSMIYIOPLO mw (USEMDMWISsPE D) &WORSFLICE 'W'ANCHOft LD01nON9 (WEWNFAE PSIS SPEC6®) SPUCE LDCATDN sPLOE OGTDN q. r4.. F%iEPIDR I EMEPIOR HeeNSil 1 fl_ 2-ma Evuce fl. 2-iRncics M Jamb 6 'Ca'MIEHOR1405TIDNE �/ •CB'N1Ll10RLO W!Fi I 1`41001C 7 (REWHEPE MSPEWRFD) (UEEWREAE14--CFr, LOGATDN .q• k q• o PRODUCT REVISED rERIOR 322' EXTERIOR q- 00 lyln Ith <hp Florida T1 SiMCKEPLCC 1TMC(SRICE Du1aomv1EI 192.W V YA•ANCNOPLOC.ATONS •Wf ANclpR LOCxTIXR No".. 17-0420.06 (WEWND@• MSPECIFEL) (WENMEPE BSPEMM) Expiration Data O4h1412021 o o lig 1 IInOR —3.w J• T�EWI T1 FTPACKSPtiW Tvl �7 •ca•ucnat LD Tlom (USEWHEI msP tF") 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 OFF A PA POCKfffET, SEE THE EXAMPLE ON SHEET B. DISTANCE EIS TRAGK F :23 � 23 DISTANCE132.RhC 2.375 2.37E FORALL 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. 4lT SPLICE •W'ANONORLOCI,nDN9 (16E WNEPE CS L9 9PEW P W ) NO. 58705 )MAL 6NG``• UnnI1<J VINYL SLIDING GLASS DOOR NOA(LM) 1010511: ANCHOR LOCATIONS F OSOWSKI [PI NO CHANGES THIS SHEET. IOM1041051171 NTS 12116 OF 211941 MD-5570.0 PANEL'S RIGHT STILE TYPE PANEL SFAaVFlKED LOD Ul AS,RWN. ASTUGAL olmuDEar ASIFNGAL GSDEW ASiaAML MEfl oflOROUT IN W/IW01P —ow SWN a'w.TYPES PECENEA EX,ERURGI D 4= ax= E F PP K L L TC TA TV TW OUT Iemml �w 8 H P A C C SC SA SV SW L41 5 RR R I S fla*an S I �w FC FD FV FW LU D M J J F- PwlPtn Pww co c LR T U LL g9nUGP N T U W —I eoxw AS,RAGA CT CS CF WRw AT AS DF AGCEM VT VS VF PECBVDi w,ss• ASRNGAL WT WS WF RECFNER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE 'F' SHOWN. SCREEN PANEL TYPES DouseV� C N w SMGK DODSLE MLOCNSTLE V�Pvwv..w.I�� w1FPLOCK JLDCKSTILE rI r-T- -�^^n^n^.'�--•L ASMR L SD SPGIE oplm,c INIFALOCK INIEflLOCK A �� F-� ,--.� DG[RI11CK t-i'wwwvLJl LGIX916E Uq,TRAGw. C7 Lorasnle DS DcueE s w �7 WRAIDGK [ v� _ INGM L o ( PRODUCT l�Imaon 77-0420.06 yIB PANEL NOTES: `,"QNY LYMry 1) SEE DP/ANCHOR TABLES 1 S 2, SHEETS 7-e FOR PANEL SIZES S DESIGN PRESSURE. `���'C?' �IOENSF 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE a VINYL SLIDING GLASS DOOR NOA(LM) A 10/05115 :*�' N.. 55705 NOTAVAILABLE. _ C PANEL TYPES i% JROSOWSKI -'D��- 3) MAXIMUM NOMINAL PANELWIDTH FORALL PANEL CONFIGURATIONS IS 60'. mnmortemn oG7sausauEs utG NO CHANGES THIS SHEET. 04/05117 •.�YoaIDP.. 4) PANELTYPE MAYBE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH 070TECHI OLD OYDR ''��'cSS70NALE TYPES QUALIFIED BYTHIS APPROVAL, SEE DETAILS SHEET IO. � 1u vculn� o uo�R � 08 NTS IN 17OF21 1911 MD5570.0 10.635 540 -�I-1 CJ o 7 O O .100 O 126 830y�.55 1.812 0 0 1.681 .082 .100 � Q��(gf�� �� F�MESCREW .301 Q 2 TRACK HEADMAMB Q 4TRACK SILL COVER (PVC) ANCHOR PLATE OTRACKINSERT -7 i 03TRACKHEAD/JAMB 8260 -� Q� .100 o lla�l�_,J 1.681 ®3 TRACK SILL 1 1000 I-•262.082231�,060 .949 1.435 1L�.`. I -+0 .062 050 TOOMRRAIL 12 OUTER SILL 13 ILL COVER TRACK b40 540 r.- 10.025 � 5.876 -`1 �30�0p o� I 1 W - 82--1_ .082 .60 .062 ❑ ❑ LJ ❑ 1 .8,3 ® I��j 81.6t81 i 100 Ln1� 18 KKEEPERENDED KEEPER QS 4 TRACK HEADIJAMB 02 2 TRACKSILL �I,17.6�70 II 2.833 110 1� ®TOP, BOTTOM AND STILE REINFORCEMENT 1.825 1.696 T+-- t120 ��-- � .309 I3A83 2896r A252.380 2.768 •4002,766 T 3002.025 .312 2.210 -.-III--.188 �,62I.� ,182 2.291 .100 TOP. BO ASTRAaAL @ EXTENDED POCKET © AND STILE OM REINFORCEMENT, ®REINFORCEMENT.EI®REINFORCEMENT INTERLOCK ADAPTER COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT ( IA72 26 3.209 125 2.176 070 ®135°CORNER ©135-CORNER ASTRAGAL PASSIVE MOUNT 060 3.713 048 1.500 7.170 229 ®135' CORNER ®135' CORNER ASTRAGAL CAP, ASTRAGAL CAP, EXTERIOR INTERIOR -�.912 'Is�tzl.-1y 21a zsz -� 173 1-j .065 1.261 .062 --mot 1--'- OOYYII 1.281 1.281 1281 1.281 �S/16- QUAREBE �BEEL�EAD ®BEV�D BEAD ®DOSE -BEAD ®OGEB� 291 0 081 I�I�'- 762 1.928 � I INTERLOCK CAP, 10 EXTENDED POCKET' 6.178 -r-�-( 2.060 I+- .100 � i .080 1.98 i 080 17 P-HOOK ADAPTOR 18 P-HOOK 2.976 094 r�2 291 OB1 229 2.141 yI1 (' (� )L 3.000 �1 Ir-2,007 -•-IT •076 1.406 .3291 BAR COVER REIN ® BAR F00.CEMENi ® FIXED PANEL CLIPREINFORCE®q REINFORCEMENT IN EKL(X:K ADAPTER W%9 2.0� '100 L (9 INTERIOR JAMB COVER PRODUCT REVISED o¢com I In wl,6lSe Flo,itla © ASTRAGAL ADD -ON ®3 PANEL STILE, TOP -.=N. �n� 17-0420.08 AND BOTTOM RAIL ExPimllon 3.326 r-�3.345 NOTES: B19 1) SEE SHEET 4 FOR .090 L SILL RISERS. 3,346 3247 .085 T �oe19 FOR SCREEN PARTS. @ASTRAGALR 40 ASTRAGAL CAP, 41 ASTRAGGO- CORNER 90* AL GAL CAP, NER 3N NLC EISENSIONS EXTERIOR INTERIOR VINYL 9LIDINO GLASS DOOR NOA (LM) JAI 10/05/15 `* III EXTRUSIONS R & J ROSOWSKI 9 ® C canamrtovon Parwwsmirs,Iuc ,� NO CHANGES THIS SHEET. H 04/0S/77 N. ENICE, FL 34275 - (94 n}48 1600M �SGD-5570� NTSIMI 180F 21 1$ MO-5670.0 �1 A ALYNNNILLEfl,PE REII 1) INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME JAMB JAMB TO HEAD _ CLIP INTO ATTACHMENT (4) ANCHOR PANEL USING4RATE, HEADER ASSEMBLY E TYPE AS USED P USING 4 INSTALL ONE BLOCK AT ea N INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK TABLE A, SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTALL (3) #10 X ° TABLE 1 ONE BLOCKTHAT °a 1.5°SMS SPANSSOTHPANELS. as (3)#8X 1° SMS 0o QMED PANEL CLIP ^FU(ED INSTALL ONE CUP AT THE sue" CLIP COVER MIDSPAN OF EACH FD(ED -1 88 X 2-1/4° SMS PANEL -TO -FRAME JAMB LOCATION. #BX1'm SMS JAMB TO ® S44W MAX O.C. INTERLOCK CLIP COVEN 4\ \ W INTERLOCK �� � �� REINF. PLATE BOTTOM RAIL SUPPORT at (2) #10 X 9MS� �iv THROUGHH SUPPORT, 62 INTO PANEL INTERLOCK BILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK X C SMS 4-PANEL, 2-TRACK OXXX SHOWN ASSEMBLY ALL PANEL CORNERS' WELDED, NO ASSEMBLY FASTENERS SEE TABLES 1 & 2 FOR CONTINUOUS ANCHOR N. (4)7 RUk aro.C., LOCKING JAMB 1111%INTERIOR �WLl EXTERIOR RACK CONFIGURATIONS. R LOCATION S SPACING. RCEMENT REQUIREMENTS. ITEM #8. IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS I VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/tl ACCESSORIES INSTALLATION �� J ROSOWSK E CORRECTED#98 10 0 NTS III 19 OF 21 A 4I MD-5570.0 PROOOC yy Builtling O NO0.-No._ ExPlmtlon Mlnm e * N°. 58705 -i BOX SCREEN DETAILS: VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE BOX SCREEN INTERLOCK OIw BOX SCREEN SNAP -ON BUG FLAP EXAMPLE 1.3061343 055 .487 .015rIS r- 0� (BOOK SCREEN m—rXREEN ASTRAGAL SILLADD-0N ADAPTER BOXSCREEN ro OXO ASTRAGAL ADAPTER --I 1;487 r- 1.510 .080 BOXSCREENHEAD +oe AND JAMB ADD -ON STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE Oat +zf In HORIZONTAL SECTION EXAMPLE Vi-71 .081 1.7789350.150 --.a-.050 .045 TEEN E)SCREEN In SCREEN OXDI E SIDE RAIL, ASTRAGAL L LATCH ADAPTER .j.�, .726 1.436I-�— 78,5 .]B2 .040 123 SCREEN VINYL +a FRAME SILL ASTRAGAL SCREEN ADAPTER ADD -ON PRODUCT REVISED pIC IN Mo Plotltla Bu IS., C GG NOA-Na 17-0420.06 yER XXAALMPLNOTES; E .`•``�GCIY� EXAMPLE LYNN ��•,, 1)ALL DIMENSIONS IN INCHES. ;% �S • UCENS •� �'�� • 1ri VINSLIDING GLASS DOOR NOA (LM) A 10/05N6 _ '• *: ® SCREEN DETAILS �A? JROSOWSKI martoaa+r rorxeLuwesaa � NO CHANGES THIS SHEET. �� 04105/17(i+'••."koAioA:'.?�:� NTS III 20 OF 21 1141 MD-6570.0 I�4I A I L _ _ A # Part Description Material 1 10001 2-Truck HeadJamb Rgid PVC 2 1W02 2-Tnock SIR Rjd PVC 3 ISM Merck Head(Jemb Mold PVC 4 19025 3Tnck S31 Wdd PVC 6 1 WZ7 4-Tmck HB.NJamb Red PVC 6 19020 4-Tmck all Wgid PVC 7 10009 From. Screw Cm.m, Rdtl PVC S 18031 Anther Phte 0083-76MIM. 8 19007 Truk Insert 8083TBAkm. 10 IWB4 Interlock Cap -Extended Pocket W91d PVC 11 190lS Bell= Roll Supped 808M7BAlum. 12 IODDBA Outer SO Gm. 6DB3TBAImm 13 19011 all Took Cover W01d PVC 17 19032 P4W Adopter 6063.78AImn. 18 1D020 P-Hao1C 8083.1B Alm• 19 19017M- Extended Keeper 806MTSAhon. 20 19020M Keeper 983TB Alum 21 19D14 Reinforcement BarColm Rod PVC 22 1OD30 R.inbelmenl But 60057E Alm. 23 1 19037M IfIxed Panel CUP 6063.78.M . 24 111055M lRatrularvennud Plate 6063-TOAPM 26 iB017M Top RW, Boamn RelleM lxeat8a Ronkxcema d WOM75 Akmu Z8 JIM Composite 2/ 19018M Ilthedock.30DReleforcernmL, SUL BOOGTSAkm1. 20 ILMstl In[atlak.4W RaMomemmt, HO 8006TSAlum. 29 1B018M Aalrepel Rtlnfacmeet WD37fi Alum. 30 Iwo lat.orded P.Jtek W.bck Adeptu 6063-7S Alum 31 19D06 Itnterlock Adopted Wdd PVC 32 19,008 Ifiertregal Add -on Rigid WC 33 19004 Pmel Stile, Top'Beltom Rog IWd WC 34 7D040 Intedu Jsmb Corer e0EC1-TBAIma 35 I8073 1 Ilia'Can. AMM9e1 fi06MTBAken, 38 ISM 13A Caner Astreol Poasae Mamt WB37113Alum 37 19079 135'0=w Astmgo Cap -EaL RgId PVC 33 19000 135'Carner Astm9ol Cap - Etc WId WC 39 7W78 W'Coner Astrego sue Tlu Ivan. 40 1WB1 W Cernor Astmgo Cap- Eat. Word WC 41 19DU SO' Can. A.teog.1 CAP- Int. Rdd PVC 0 Parto Description Material 42 ISM 6N Wsu-(21/Z) 608MT8 Alum. 43 19022A Stu Rler-(Wz) 6063-113 Alms. 44 19023A SID Riau-(4.1118') 6083TBAlum 45 ID024A all Weer.(4.618') SO&9-T6AIma W 718609W Aar x 32V Manor (Slue) 61 71696K 141T x I-x 314° Fin Sso DuA Plug 62 716SO Curl Plug 60 41OD41 Interlock 00 Carer PVC 61 78163X Tandem R.O. Avembly SS 62 78163N Tandem Roller AssenNy Nylm 83 7WO6FPTX IE x 3/4-PR FH SMS S Met &'R.InE SS 84 41D042 From Header Block Mylm . 65 48052 ROOUAd• We Plug PVC Be 44385 4 Halo Bumper Stop PVC 87 7SM14FPTX #ex 1.114° Ph. FH SMS@BMW Stop 8S 88 716M SR Plug PVC 69 781SEE GemW Malley Lek w0ang T sal plate SIee9SS 70 71032XIFPFX 1032 x 1' PIrFH MS 0 Lock 66 71 varies Handle Rt Ceet B. 72 1 18064 Interlock Retainer 42P Nylon 76 Kamrcpding 43O TPS SpeearSyetem 70 Ouanmr Supa BpaeernMwiN Hot Met Butyl a.. Sheol 77 Oumu Duma.al 10 err Materials Te COrdinoa. Edge Spacer 78 Dew Coming 986 orOE-77W BackbetlrHnO SBcme OD IODDO 711V SW. send Rfad PVC et TI1B"Bawled Beetl Rigid PVC 82 low 1-1/16-Devoted Bend Rlgld PVC 83 19045 1-1118'Ogoe Bead Rigid PVC 84 16070 ts118°CPO Bond Rigid PVC 66 77726K Sening Block l/7 x 4- x 1116'. 05 ♦/-6 rem. Neopane BB 71728K Setting Block 1-x 4' x 1/16° 86 H-5 drm. Ne et . SO 761PSTX 08x I- Ph. PH SMS S Fran Aseemhiy SS 91 78X114PHPT410X 08 x 1414' Ph. PH SMS 0 PnNt B. SS S2 7I(D0PHPT'IBe% #10 x P PIL PH SMS 0 Rai Supper BB 83 710)116PPX #10 x 1.1/7 Ph PH SMS 0 Pro. Pd. C0p SS 04 710XLfPHPn"X #10 X 2.10 Ph PH SMS 0 PWnE PlotelAct SS W 7142DXL26FPFX #12 x 2-W Ph PH SMS 0Hd. Block SS W 710X7.76PPX #10x I -TV Ph PH SMS 0 M. Mewl BS 97 71D)04PPX 01 D K 3/4' Ph. PH SMS(M Ext. Pet. Int. BS So I 7102PPX '#10x7Ph. FH SMSSKrrper SS % Port# I Description Material 1W 12250 Beu Screen Top Reg DOBs Tfi PI 101 12257 Box Sceen Bantam Rol am T6 W iD2 72258 Soxscreen Side RW 8063TSAT 103 64428 Box Se nlnteolml, 60837SAI 104 17WA Bar Screen Snepm But; Rep am TB Al IN 64340 Box Screen OM Asbeael Adapt. 601!0MAJ 708 17349 Box Screen Montle Adapt. 608375AI 197 IW39 Bat Screen From. SN Addm SM76AJ Ica IBM Box Su.n Hoodltimb Add. 6083 T8 At 1W 72W0% MdIDxi'MS®Top Wi SS 110 720%112X 01428 a l.7? MS 0 Boson Pail SS III 717M Wdp,.270'x ASS -Fin Senn 112 61806K Were, .ter x .&W 0 Bug Flop 113 7SRAZ Standard Rall. Nylm 114 7SRAX HD ROW SS 116 vurhs Screen Lxxddrg Hadvere Sled Ile 418053 Scrcon Keeper a" 117 76APPA #9c 1° Ph. PH SMS Steel 118 16MS14 Seem, Spline-.IW^&.18E Vinyl 119 1616031 Scam am Fibidgues. TABLE E: STANDARD SCREEN M Purl Woodpdon Material 120 12(03 Some From Roll 8083T6AI 121 120M Sceen Forme -Side Rol Ptah) (III AI 122 17363 screen O3D AelreaelAbpbr W63 TS Al 123 48631( scram Vinyl Niregal AaApler RBtd PVC 124 19DI20 From 810 Screen Addm 6063 TO AI 125 6FPBSX Bttg Flep,ee.1-5c m. Vinyl 126 78MIVSAIE PS x I-0? PR PH SMS (Aeemmdy) SS 127 71M27 Caner Key Wheel Assembly(Standard) Won 12B 712037SS Corner Key Wheel Asaembly (HB)) 89' 129 %des Screen Locklrp Handemr I Wel IN 710X34PPSDAX OfO x 3/4' Ph. PH SMS 0 Semen AM. 85 131 7BX12PPSMSX IN x 1M PR PH SMS O Door A.L SS 132 I69 W4 Isom. SPBro-.I4S I Vary) 133 1B18C20 Isereer, Cloth Flbemlaea VINYLSLIDING GLASS DOOR NOA(LM) JAI 10105/le PARTS LIST Ail J ROSOWSKI RI NO CHANGES THIS SHEET. 188104/05/17 I PRODUYCyTggREVISM Bu9din81condA.1th No Meld. NUA-N., 17-0420.06 Bxpletue. 0.1,0 114/2021 No. 88705 NOTES: —16MYECHNOLOGYDR �� cyt �iir t i 15tl 1) ITEMS 014.16, 46-49. 53-59, 73. 74 & 87-8.9 & 99 ARE NOT USED AND ARE N. VENICE, FL 34275 Q NOT PART OF THIS APPROVAL. (941H80.1660 gO055701 NTS 21 OF 21 g$ MD-5570.0 £A ALVNN MBLERPE aM..Anm. metre P.EY50705