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Notice of Acceptance
MOEM a•a 2 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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.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 04105/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance member and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-1210.01 and consists of this page 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. f / NOA No.17-0420.06 eft/r(�7 Expiration Date: Apiil14,2021 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 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 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. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Prods 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 SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11119110, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 8 Test reporton 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. Canso, 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 02/15116, signed and sealed by Anthony L. Miller, P.E. (Submitted tinder NOA No.15-1210.01) — ---s 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 -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 09/15116, 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 tmderNOANo. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlasm (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. Plascncia, 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-5th Edition (2014) and FBC-6th Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 03/03/16 and expiring on 04/14/21. Jorge M. Plasencia, P.E. Pi oduct 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 & 90p/135p CORNERS GENERALNOTES: 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 EISOO. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM EIWD. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) ANCHORAGE: THE 33413% 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 WOA'Sl: ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION 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 (TEST REPORTS); FTL-0337, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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 GOD FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE B) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE 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 1X ARE LESS THAN 1-1/2' THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS ZX ARE 1-1/2' 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, NON -SHRINK, NCN-METALLIC GROUT, MAX 1/4' THICK & MOO 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 TABLEA: Omup Anolur 6ub9nb Fnma MembeF Nln Hpa olmnn Mln IBnesamem A 012,.1.0 SMs(w) 410 B.S. sms Im.. 11 II.mmm) p T (SfrO.Se X.Tsmv WWI.La' P{ k ww 1.L8' ALVNnun'e la• VW mk WMroec WaWSm LB• 1/B' PMk Na- 1/A swLAse• ro�08m inn, WSMmse) Rekarsvv.Mmb La• YAW Plhcek. Ya• S.o SW Sw.A M. O4• .wl'mN. and W.WSWJ Y9• OS71.04 G. P k w. n%r ".. IW Elco Ntmcm P'1'SOWMm ft. sG�ss Jm 1• - 1dr Pl k r I.Nw 114' M. 410 B.S. Qew6a. p.t&iAem Plro sG=SS5 HNNSOVAmb i' I.Y8• Ptmok P I3'C B tn2 Mwl xoca ecnw(Ga) P.T... Pw G=aE N.&Slln&. w1w tab' PM k ats• II.VC 1/4'EkeUlVxm Cmnote Mm2B5ke mb 1.Y16'I-we(Asl1' 6e0 1.110..STM k 1•1-llb•om 1M Ow 410 B.S. GeleMx cmu, 1M G00 1.Y4• 1-IN• Mn 3.35tr mb J�b wns• 1.4• k 1'1.U4•amb Flco 1" B.S. I_lw 1-VY1l4• ung,. Mu, W M r I.Iw r t-L4•P.T. 6.. A,o mcro.wk I• 138- r 13/B• ro 11P Se. Ubxon Conc,eln lnmzwlaD 11 &SW&mb 241 1-0 Pink 2V7 1 B• Giiia aMU. W 000, .Nm1 SUT 1-1M 13 o1 2VY 1-1N' 1N.MoMOSS,G tc, Ma Umrem mn aukv lbealSllV.hmb a11, 13 - Fdaok z-ur 1. 8• u,gwnec+lu, ASW J.w FMok z-trr ?W taro• I -in• MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO ET MEMIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. 'UNGROUTED CMU° VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD.3O# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GGDE6/STANDAROSUSFD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. -M17 ROWDA BUILDING GODS (FBC), STH MIT1ON INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FORTHE SLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR DEPENDING ON THE GLASSIREINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE LS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-0) 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 OPENING'S 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. -M14 RORIDA BUILDING CODE (FBC), SUR EDITION -ASTM EIMD-09 -MSVAF&PA NDS2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM.2015 •AISIS1D0.12 .AIGC360.lo Matenel Min. Fr Min. P. BIBS! Sarew 92 W 120 MI 4108. 9D Mal 110Mi Elw Agge(eemlm 57 M) OB MI EIco UOeCcnD 155 ke1 177kcl 410 SS EIco CnteFlevS, 127.4M 1119.7 MI 650oTti AWIMnum 16 kei nMl A35S1ee1 wk6I 5skel G. MSled Stud MMI 45W IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEETABLES 1. 2 & B1, 82 ON SHEETS 7 & e GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... 11 PANEL TYPES ................... 17 DETAILS ............. 20 PRODUCT REVISED 9 compiyo g wiN tho Flerlda SWIM.,C U No".. 17-0420.06 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =* GENERAL NOTES P1 J ROSOWSKI UPDATED TO FBC 2017. VINYL MFG. a�a� 04/05/17 , g q �d SGD-5570,p NTS 111 1 OF 21 1111 MD-5570.0 J� A NG. Sam m MAX. UNIT WIDTH MAX. UNIT WIDTH - NOM. PANEL WIDTH NON. PANEL WIDTH _ PER TABLES I&Tf' PER TABLES I 2 MAX. UNIT I I� MAX UNIT HEIGHT I" HEIGHT PER TABLESI&2Ig PER TABLESI&2 IN CONFIGURATIONS CC NOM. PANT PER TAB MAX HE PER TAE :LwIDTH LES1&2 M/V.. VIV11 VVIV lf1 ^j UNIT GHT LES1&2 1^- 5-PANEL CONFIGURATIONS . MAX. UNIT WIDTH — pl NOM. PANEL WIDTH (PI PERTABLES1&2 I E / IMAX. I- HEIGHT ABLE PER TABLES182 MAX. UNIT WIDTH �I k NOM. PAN PER TAE I I N IE HE F i h % I� TABU Frc.�i I iL WIDTH LES1&2 MAE. urvu whim --I UNIT GHT S &2 + / — MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 182 PER TABLr}ES I&2' _ 13 MAX. UNIT ° 6 1 MAX. UNIT � I� HEIGHT PER HEIGHT PER 4 PER TABLES I&2 �J NOM. PANEL WIDTH PER TABLES 1 82 I NOM. PANT PERTAB 'l I MAX. UNIT / I MAX HEIGHT I" HE PER TABLES I&2 / / / / ,{/1 / / I PER TAE —IN rr i D 111 L'�� v i� 19N V CONFIGURATIONS NOTES: °X° = OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °0°= INOPERABLE PANEL -p°=POCKET LOCATIONS. EXAMPLE:4-PANEL)OOO(IN POCKET(p) CONFIGURATION CAN BE pXXTO(p, pXXXX OR)OOO(p. OXXX IN POCKET CONFIGURATION CAN BE O)OXp. 2) 9o° 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 e REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER /,ILxrM31R30NFL 4) FOR NON. PANEL WIDTH, SEE TABLES 1 & 2. 1070 TECHNOLOGY DR 5) MAX ALLOWABLE FRAME SQUARE FOOTAGE =472666 FT2 (—SHEET NUMBER - N. VENICE, FL 34275 (941)480-1600 CERt. tIF AVMA Ce7 PRODUCT REVISED 1 In win M. Flnrma auliamp i.�e NaA-N.. 17.0420.06 GPin6.n oat. 04/14/2021 By am a rout! antra 8-PANEL CONFIGURATIONS DLO WIDTH =NOM. PANEL WIDTH -8-9116° NOM. PANEL WIDTH =PANEL WIDTH -I-VI6° DLO HEIGHT =DOOR HEIGHT - 11-1/10' PANEL HEIGHT =DOOR HEIGHT -2-12° �` N`!!-,YN aa-(Y°�.-• - N.J�! Q;• UGF�vy4, /(`,�c� No. S8705 i =v�_ 'O(tjj•. syl )2';;• ��,5/ONgL lllllllli` VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 EXAMPLE CONFIGURATIONS 1& JROSOWSKI NO CHANGES THIS SHEET. 04/05/17 2 d �@ SGD-55701 NTS 20F21 'V MD5570.0 11911 A CONCRETE/CMU TYP. ANCHOR TYPE, •: EMBEDMENTAND ' EDGEDISTANCEPER SUBSTRATE, SEE TABLEA, SHEET 1 & NOTE3,BELOW EMBEDMENT - v— EDGE DISTANCE ANCHO4\, PLATE A EVER ANCHO LOCATIO 2X WOOD BUCKSTRIP OF FRAMING, SEE ANCHOF NOTE 3, SHEET' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLE A, SHEET 1 & 1 NOTE 3,BELOW L EDGE 1/4' MAX. IX OR 2X WOOD BUCKSTRIP, SEE NOTE 3, SHEET 1 DETAIL A2 BROVWOOD 114- MAX EMBEDMENT FRAME WIDTH R IJIRFD IF DOOR HEIGHT IS OVER SV DAYLIGHT iiDETAIL C1 MERLOCK DETAIL D1 vro � 1/4' SEE NOTE 9, THIS SHEET�L----_—�` /^#S X 3/4' SMS REINFORCEMENT SCREW, 7 PER 1—�_ O9- HORIZONTAL SECTION (XXXSHOWN) 12'IFROM ENDS (FACTORY INSTALED). DETAIL C2 DETAIL D2 DETAIL B2 wren INrounsw FAOgp PR. REaumEOlF000R DAYLIGHT� NEIGHf60VQtBC EMBEDMENT ` rr � OPENING a WIDTH 1/4'MAX. 1 e - EDGE DISTANCE I I I r BEE NOTE B. TFSS SHEET T 39 II m 15 TYP. ANCHOR TYPE, I I °J 9 EMBEDMENT AND 91 c e p EDGE DISTANCE I I PER SUBSTRATE. SEE TABLE A �e `� d 1 &NOTE 3, BELOW EK7 R� I EEpER g MAx I T� esst�ET1e I L v-----J F.-- PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER HORIZONTAL SECTION (XO SHOWN) FIXED PANEL CLIP & INTERIOR OR EXTERIOR DIRECTION. METAL TYP., SEE ANCHOR NOTE 4, SHEET I; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DISTANCE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PN SU@STRATE,SEE TABLE A, SHEET I & NOTE 3, BELOW PRO DUCT REVISED 6complying with 1ha Fond. ullmng coda NOA-am. 17-0420.06 pxpim6on Dato 04/14/2021 NOTES 1) DETAILS APPLYTO 2,3 AND 4 TRACK CONFIGURATIONS. RElnwgcEMDrtrypEs (see NOTE s,THIs sIEeD ANCHORS, SEE DETAILSHEETIB ALL PARTS IDENTICAL. `� A,q:.- -•. n/ - T��p 2) REFERTO ANCHOR NOTES, SHEET I. FORA1L t.acTtsT¢ES,*?;• 3) SEE SHEEP 13 FOR ANCHOR LOCATION 8 SPACING, FOR AB1R40NS,FMED I O O ANCHOR QUANTITIES, SEE TABLES I&2. sTeESANo JI No. 58705 . /, •; v'U VINYL SLIDING GLASS DOOR NOA (LM) y 10/05/15 INSTALLATION, HORIZONTAL XSECT.R JROSOWSKI 4) CONTINUOUS ANCHOR PLATE, IT 98, IS REQUIRED AT ALL "°�°NT^I-RA°s %10.'•. sr 1 ATEOF FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADO-0N. FOR}/ REQUIREMENTS.INS"TMy O �� 5R)iNFORCESEE LMENTS cvp.TaagDaon MTP9VSll S.plG . ,o ., '"•S'OTVpL NO CHANGES THIS SHEET. AS O4/05/17 $� AREAPPROXIMATELYTHE LENGTH OF 1070 TECHNOLOGY DR THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. ` sTArmsnO tm N. VEN1 E.FL 4275 (90 ALpY"".E3MU PE SGD-S570I NTS 111 3OF 21 E41 7) SEE SHEET 20 FOR SCREEN DETAILS. QAT.OF Im..IfflA2 DETAIL E1 TYP. ANCHOR TYPE . EMBEDMENT DETAIL E2 ETAIL E3 DETAIL E4 INro MUON AND EDGE DISTANCE PER wmwoorl D21M 1-Y I INroMET,LL I DADE APPROVED MULLION, FBC txe9ONsrwP SUBSTRATE, SEE TABLE A, SHEET COMPLIANT ALUMINUM/STEEL 1& NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMI NG OR STEEL STUD. MAY FRAMING,SEE ANCHOR ANO EDGE DISTANCE PER CONCRETE(CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE7CMU EDGE NOTE 3, SHEETI SUBSTRATE, SEE TABLE A, SHEET ANCHORREQUIREMENT SEE SUBSTRATE PROPERTIES, PERANCHOR DISTANCE ESE EDGE TABLEA,SHEETI REQUIREMENT 7 &NOTE 3, THIS SHEET - I DISTANCE DISTANCE I EDGE DISTANCE EMBED- Et !EMBEDMENT 1 r EMBEDMENT MAX J ° pp 1X OR 2X WOOD + L1 BUCKSTRIP, SEE 11 ANCHOR NOTE 3, / m 7 SHEETI FOR _ mM M TA ANCHORPLATEAT Iznls EVERY ANCHOR LOCATION DAYLIGHT O OPENING FRAME see HEIGHT HEIGHTN=6 � G ez �P8 8 e+ ez G7 zs 1/4' MAX. a' GROUTAS s NEEDED,SEE 1° m ANCHORNOTE 0 a 5, SHEET ° 12 O 1/4'MAX�� MAX. MAX. MAX / TYP. ANCHOR TYPE, EMBEDMENT AND TYP. ANCHOR TYPE, EMBEDMENT AND L. EDGE DISTANCE PER SUBSTRATE, SEE Z 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, 88 X 314' SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE• ITEM 48, IS REQUIRED AT CENTERUNEAND 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 SILLRISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. WITH LSEESHEETS .390 -+I 1�-- p.— 390 ga25FWwN LI I —T 1 ]83 p7345 ALSO APPLY .823 } 2887 7.917 O80 2-12'=TOTAL .060—�a-�— SILL HEIGHT SILL RISER O(2-7/2-TOTAL SILL RISER O(3-1/2-TOTAL ;q_A SILL HEIGHT) SILL HEIGHT) DLO WIDTH = NOM. PANEL WIDTH -8-9/i 6' DLO HEIGHT =DOOR HEIGHT-11-1/16- PANEL HEIGHT =DOOR HEIGHT - 2-VY .390 .390 }—T.i 2.94] 2.370 4.047 3.464 .080 j .OfiO SILL RISER SILL RISER as (4-1/16°TOTAL as (4-519-TOTAL SILL HEIGHT) SILL HEIGHT) PRODUCT REVISED Bucomplying with the Florida tatnp oa4P RoA .. 17-0420.06 Expiration Date,04/7412021 EMBED- ^ EMBEDMENT EDGE *� No.587o5 lP MENT • ; • ' ' �,' ISTANCE &� VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 = : I EDGE TYP.'ANCHORTYPE, TYP. ANCHOR TYPE, INSTALLATION, VERTICAL XSECT.aJROSOWSKI 7aNR ISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND=0'•. nATEOP Ra. ' •2DR1DA EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE arovwcxromn Farnmslplgma @ NO CHANGES THIS SHEET. kA 04l05/17 �'ytDs'+.........•''�j�� MU PER SUBSTRATE, NOTE3,SHEET7 PER SUBSTRATE,1070 TECHNOLOGY DRR DETAIL FI SEETABLEA, DETAIL F SEE TABLE A,� 4nU11t1 REQUIREMENT SHEET I&NOTE 3, SHEETI&NOTE 3. N. VENICE, FL 34275 INromnsow3r THIS SHEET °npWOOp THIS SHEEP (�;1 ^ e SGD5570� NTS � 40F21 04 MDS570.0 A4 A ALm011.1 LPE PPD Y7M `135` N DETAILG1 1u• N2 INSIOECORNER UCI� V lu• OUIS9EGORN3t o.G 1 5 Im. (4)TNRUI�ERER 99 QMRX3.6.O.Q 69 SEE 519eEf 18 19 0 PRO DUCT REVISED IN 1yNgwltM1 tM10 Pletltla ne Buliditutle 97.0420.00 NOA-No. TMKIE� NOTES 1) SEE ILS SHEETS 14& 2,3 16FOR A CHORL CATION SPACIN2) SEE SHEETS 14IES, SEE ABL FOR ANCHOR LOCATION 8SPACING, FORANCHOR S COORNTER ASTRAGAL MAY SE EITHER TO THE INTERIOR OR EXTERIOR,DEPENDING ON CONFIGURATION. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 *:' No.P5E70 CORNER ASTRAGAL HORIZ.X.SECT. 1S JROSOWSKI ® q rwm�xra�99mwmmrrfs me 8 NO CHANGES THIS SHEET. �� 04/O6/17 ',Q•p'OR�OP,. NTS III SOF21 I�4I MD.5570.0 P.E OPTIONAL NON- STRUCTURAL .... ANCHORS FOR INTERIOR POCKET JAMB INTERIOR POCKETS MUST INCLUDE A NONSTRUCTURAL. _ .�•'.) FRAME JAMB TO REDUCE THE POSSIBILITY OFWATER ; INFILTRATION. POCKET BY OTHERS, SEE NOTE 6 BELOW. DETAIL 11 DETAIL 12 INt0W ONRY I two MASOIAY 4 EDGE CONCRETE/CMU �PER ANCHOR INID11GRa AND EDGE DISTANCE PER TYP. ANCHOR TYPE, EMBEDMENT DISTANCE. .,': REQUIREMENT l -. (%-st Zt Z SUBSTRATE, SEE TABLE A, - SHEETt&NOTES, BELOW - OPT. ANCHOR T. EMBEDMENT t. EMBED- f MEN7' OPT. 1W MAX. J ANCHOR €FIG t' at TYP. ANCHOR TYPE, EMBEDMENT7DJL CONCRETE/CMU EDGE -PERANCHORAND EDGE DISTANCE PERDISTANCE REQUIREMENT m �] SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3. BELOW INTERIOR POCKET EXTERIOR POCKET METALTYP., SEE ANCHORNOTE 4. SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 DI INTO MEfAI EMBEDMENT 1/4' MAX. .R. EXTERIOR POCKET NOTES 1)DETAILS APPLY TO 2, 3AND 4 TRACK CONFIGURATIONS. 2) REFERTO 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. 6) 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. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A SHEET.1 & NOTE 3. BELOW EMBEDMENT 1/4- J MAX. e FIGt, . FOR6OORHEIGHTS96'AND LESS: at GI d O.C. I EDGE WOOD BUCKST;F P OR PRODUCT REVISED FRAMING, SEE ANCHOR s PIm wlDt tno IN.dd. DISTANCE emimn9 Lode NOTE 3, SHEET 1 NOA-t00. 17-0420.06 OPT. ANCHOR E pim6nn Date 04M4=21 DETAIL 14 IMOWOOD 11 "U FXi .m EXTERIOR POCKET NY �•�``tLYNIV 1��'�t6ENS .411 `*- N.W70 '73'� �d 'S' O '�hpNAttl IA.irNN MILiFry PE P.EY 50]OS L VINYL SLIDING GLASS DOOR NOA (LM) °$ 10/05/15 �P-HOOK EXAMPLES, HORIZ XSECT.ffi JROBOWSKI xc NO CHANGES THIS SHEET. LA Jj 04/05/17 L �� SGD-5570� TUTS 3 OOF21 ee JE91 MO-5570.0 0$ A Design Pressure (DP) and Anchor Quantities Required, (tr all approved eonligmatlens on Sheet 2) the tKe table for. Door UNt Height Glass Types 1, 1A, 3 or 3A SO' 84° 96' 68-15/16- DLO Height 72-15116- DLO Helghl 84-15/16- DLO Height Astragal Relntmemenl #29 Anchor Group Anchor G=p Anchor Gmup Lncksfile Rdnbmement M or#26 D A BD A B C D A B C D Sid. IldedOck Re nfomen�d #27 ssure a6U/-60paf +60/410psf +80/-Xpsf 19.1/8'El C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 L 1 C3+1 C3+1 p+1 24' DLO 6 5 5 6 5 5 5 5 ' S 5 5 5 Width k 7 7 7 1 7 7 7 7 8 B 8 8 aame awl/ psf +60/-60psf +w/.ww 254/8'EI ND9WdpPm3SM C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 30' DLOb 5 5 5 6 5 5 5 5 5 5 5 5 6 Width k 7 7 7 7 7 7 7 7 e e 8 8 �5 ssure +60/-60,,ef +60/60psr' +60/50psf — 31-U8'SBI C3a1 C3+1 q+1 p+i1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 36' DLOJamb 5 5 5 5 5 e 6 6 5 6 6 5 — Width p4rook 7 1 7 7 7 1 7 7 7 1 B 8 e e Design Pms we +601- psf +60/-60psf +60/-6opsr z 37-1/8 Head51B C3+7 C3+1 C3a1 C3+1 C3 +1 C3N C3+1 C3+1 C3+1 C3+1 C3+1 03+1 42' DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 5 Width P410k 7 T 7 7 7 7 7 7 8 8 e e Desfgn Press" +60/-60 Psi +60/b0 ps! *60/-60psf 43-1/w HeadlSEl C3+2 C3+1 3+1 C3+1 C3+1 4B' OLD J rnb 5 6 5 5 5 5 5 5 5 5 6 5 Wtl0 P-Imok 7 7 7 7 7 7 7 7 8 8 8 e USED IN EXAMPLE ON SHEET TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE 131 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OROVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF 80, +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 NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION S SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. SHEET FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE OF DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE BI, THIS SHEET. # OF ANCHORS THROUGH THE HEAD 8 SILL. (EX: FOR 03+1. S 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.. TABLE B1: Waler-Limltsd (+) Dedgn Pres9ne sill Riser Nam. Sol Heigh I Mac. (+) Dp Alloxed None 1-11/16' See Note 42 2-1/2' +38.7ref 43 3-1/2' +60.0 psf 44 4-VIT +60.0 Per 45 45/B' +60.0 psf FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG(OH)LENGTHIS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - S-9/16' OLO HEIGHT = DOOR HEIGHT-11-1/16- PANEL HEIGHT =DOOR HEIGHT-2-VT VINYLSGLASS DOOR NOA (LM) O 10 �DP &ANCHOR ANCHOR QUANTITY TABLE m JROSOWSKIWSKI texromsr rnrwmsrmss, we. � NO CHANGES THIS SHEET. k$ 04/05/17 •umc.mrosmvr4 70 TECHNOLOGY DR � �$ J. VENICE, FL 34275 �s (841}480.1800 V'SGD-5570111 NTS111 70F21 1211 MD5570.0 �$ A PRODUCT REVISED ea complylna wnh the Florid. e.nem9 O. NOw-x.. 77-0420.06 No. Sam Z9 Design Pressure(DP) and Anchor Quantitles Required, (for a0 spprou d confguratbre on Sheet 2) We We table for. Doe Unit Height Glass Types 2 or 4 so- 84' w 108• 120' 68.16H6• DLO Height 72-1511V DLO Height 8 15H6• DLO Height 96-15MV DLO Height 10M5/16. 010 Height Astragal Reinforcement IR9 AncharGroup Anchor Getup Anatw Group Anchor Getup Anchor Gmup Lockable Reinforcement#25 A B 1 C D A B C D A B C D A B C D A B C D HD Interlock Reinhroement#28 Design Pressure +1W/-faopsf +100/-1Wpsf 47W/-TWPSI +80/-65 PST +W/-65psf 19.1/8' HeedrSili C3+1 C3+1 M.1 C3+1 C3+1 C3N C3N C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3N C3+t C3e1 W+1 C3+1 C3+ 24• OLD Jamb 5 6 5 5 5 5 5 5 5 5 5 5 8 6 6 8 6 6 5 8 Width PHwok 7 1 7 1 7 1 7 7 7 1 7 1 7 8 8 18 e 9 9 9 9 10 10 10 10 Design Pressur0 +iW/Aid psi +100/-ICDPSf +100/-100psf +60/-65psf +01-65psf 2541W W, Sill C5+1 C3+1 03+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 qH C5NI C I C3+1 C3+1 C3+1 C3+1 C5+1 I C3+1 C3+1 C3+1 30- OLD Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 8 6 6 6 Width P.haWc 7 7 7 7 7 7 7 7 8 8 8 1 6 9 9 9 9 10 1 10 1 10- 10 Design pressure +100/-Iwpsf +fW/-1Wpsf +100/400psf +W/-65 psi +60/.65psf 31-118• Head/Sll CS+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+i C5+2 C5+1 05+1 C3+1 C5+1 C3+1 C3+7 C3N C +l C3+1 C5+1 C3N 36• DLO Jamb 5 6 6 5 5 5 6 5 5 5 7 5 B 6 6 6 6 6 6 6 � Widh PJwok ] 7 7 7 ] 7 7 7 8 8 8 8 9 B 9 9 10 1 10 1 10 10 `5 Design Pesste +100/-f00psr +100/400psf +1W/-1Wpsf +60/-65psf +60/-65psf 3]-1/8• HeadrSll C5+2 q+2 CS+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 W+1 C5+1 p+1 C5+1 C3+1 C5+1 C5+1 C5H C3+1 a 42• DLO Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 e 6 6 e 6 7 8 c Width P-hook 1 7 7 7 1 1 1 7 I 7 1 1 7 8 - 8 1 8 a 8 9 1 e 1 9 10 10 10 10 o Desfgn Pressure +1W/-1Wpsf +f001400psf +92/-92psf• +60/4i.5psf +60/-65psf z 434W HeaNS01 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C:rt2 C5+2 C5+2 C5+2 C3+7 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48• OLD .lamb 5 5 ] 6 6 6 8 5 5 6 9 5 6 8 7 6 6 5 8 6 Width PLaok 7 7 7 7 7 7 8 8 8 8 9 9 9 9 I 9 9 10 10 10 10 Design Pressure +80/�e0psf +W/.80psf +ae/410psf +60/65psf +54.//Sa7psf 49.1/8• HoadIS01 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 05+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 54• DLO Jamb 5 5 8 5 5 5 7 5 5 5 8 5 6 6 8 6 8 6 8 6 Width P-hook 7 7 7 7 7 7 7 7 8 a 8 8 9 8 1 9 1 9 .10 10 10 10 Design Presamo +80/-Wpsf +801-60psf +80/-BOpsf +59-1/-64psf +49.6/SY7psf � tm HeaNSill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 60• DLO Jamb 5 6 6 5 6 5 7 5 5 5 8 5 8 8 8 6 e 6 8 e Width P4iook ] 7 7 7 7 7 7 7 8 6 8 e 9 e 9 9 t0 10 10 10 +/-1 W.0 PSF TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OR 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 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. 6) SEE SHEETS I I-16 FOR ANCHOR LOCATION B SPACING UKUUeb 0, U 5 U. 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 82, THIS SHEET. # OF ANCHORS THROUGH THE HEAD 8 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: DOORASSEMBLIES O INSTALLED WHERE THE w OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE TAR[ E BY Water -Limited (+) Design Pressure SIII Riser Nan. SIII Heist Max. (+) DP Allowed Now I 14111W See Note 42 2.1W +38.7psf 43 3-1/2° +6D.Dpsf 44 41116- +80.Opsf 45 4S8• +1W.0 psf OLD WIDTH = NOM. PANEL WIDTH - 6-9/16° DLO HEIGHT = DOOR HEIGHT - 11-1116' PANEL HEIGHT =DOOR HEIGHT-2-1/2' VINYL SLIDING GLASS DOOR NOA (LM) DP& ANCHOR QUANTITY TABLE jc JROSOWSKI NO CHANGES THIS SHEET. 104/05/17 SGD5570.1WSW 8OF21 11.11 MD-5570.0 1911A PRODUCT REVISED 09larn htngg wIN No Florida "kn.9 Do40 NOA-No. 17-0420.06 Eapirabon Date 04114/2021 *,,: No. 58705 EXAMPLE: 3-PANEL, 3 TRACK STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48' X 84' NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.6 PSF POONET BY nTHER&SEE N 6, 616ET S SPLICE NOT@ NONSTROOIURALANO0IN MAY � BE AOOEO WFIEID ASNEEOEDTO ALIGN nfE HEAD OR SILL IFA 6PLILE OCCUfl6 VAIMNAPOCKET. 'DGKEI BY TIIFR$'6EE NOTES, SHEET6 i 4 O SPLICE INTERIOR (�CBfIEFIME oFuurERLoac IAA%. I CEN1ERLfNE I OFPANEL I .A2. 6MEEf 12 SHEET I2 A;. (MIN.1 APM SFE POCKETJNAB IlmAuanoN ON HEAD ANCHORAGE DETAILS T6 PXXX (3-TRACK) 4 6PlICE I RIORI CENIERIO.'£ CENIER(lNE j`OF IWERLOCK OF/IVIERLOCK e' CENTERLINE MAY OFPANELI I�CEWERIINE OFPMa2 6EE PoCKET 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2158.6 AT NOM. PANEL SIZE OF 48- X 84'. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60160 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY HwdSR C3+2 ANCHOR IN GROUP A(SEE TABLE A), TABLE I Jm 15 7 SHOWS ANCHOR REQUIREMENTS OF: P-hmk 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: 6•MAX 6,M HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE'C3'CLUSTER ANCHORS AT oPr.ANcxoR THE INTERLOCK/ASTRAGAL roaDlN �( HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE'+2 ANCHORS AT THE woNMEW I MIDSPAN OF EACH PANEL P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11FOR THE -C3°CLUSTER ANCHORS AT ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE'+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. IR PRODUCT REFERENCES ALSO SEE: P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL SHEEf2FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. ,CATIONS OF CROSS-SECTION DRAWINGS. RIT SHEET IO FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN QN1'B DA17 PD NWw E;TAG SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: NLNDHI9PPOGY SHEETS 4 & 16 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 1 N. TECHNOLOGY DR SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEET 3 N. VE 1)-48ICE, -1 DO (941}480.7B00 SHEET 21 FORA BILL OF MATERIALS. p.HOOK: SHEET 6 mar. oPAum.Aazm SILL ANCHORAGE DETAILS (wN_I PXXX (3-TRACK) 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 25-318", OTHERWISE ANCHORS ARE NOT REQUIRED AS Doo Tuo nr_uoa earnn=• VINYL SLIDING GLASS DOOR NOA (LM) 6 10/05/15 STRAIGHT DOOR EXAMPLE m^ J ROSOWSKI NO CHANGES THIS 4/05/17 SGD-5570TINTS 9OF 21 § MD SE70.0 k$ A INFOfl TIOR. MAX. EXTERIOR \5 PRODUCT REVISED Plying IN Mre Plotltla o. NcodNo on-Ne. 17.0420.06 No.58705 .!YORIO�� 'A1, AEN• A. LYNN MLLER RE 7118" 010. WIF HS GLAS '�EATE ,— -- J PRODUCTI6'E 011011- GINiED' IF86P611s D TOWARm THE EXIEIM"t I QQ NOR UC PINT IS-IM =R- GLAZED'IFdSD61Is TOWARDSTlE INTEROR I SFENOTE; H65N ET GLASS TYPE 1 7II W NOM. P HS GLAS 590" PVE PAINTED/ a D,Tam 1 I PROWCTI5'EXiER10R- 7WNN55OIA7EB'IF9 SITS TOW/f✓DS THE EXTERIOR BITE wRwaR 7 PRO 1nmllU0R- I TUO TOWAI !i THEI TE TOWNSIS THEIMERIOR m SEENM2. Tm StEEI STRUCTURAL SILICONE FONA DESICCANT KT.GLASS- KODISPACE SUPER Td 4SGTPS �SPACERON)cr GLASS TYPE 1A .OW JIV PS GI 16-MRSF 311CTGL la1FRtDR 7NG-NOM. 3/18' HS GIASS� ` .09p 6G PA DI &15'HS GLASS rLAL11NATED SURFACE m St PROODGT Is'EXTERWR- I GLASS TOWARDS THE EXTFAIORI BITE 1�\ JL a Wt Imo, I I \^ PfAWCT IS'WTEWOR- R TOWMII6 dSEINT TOWAR0.S THE INTERIOR I E5 6EENCTE; 1HL5 SNFET GLASS TYPE 2 1.1A6NOM. WlV HS GLASS- n Te 7AWAIRSPACE- ONBW T GLASS- PANTEDI —LAMNATED m m SURFACE aE—IL PRODUCTI59LTLBipR- 1 7Al'NOM. GLAZED'IFdB2A31S GLASS TOWM0.4 THE EXTERIORI BITE I 1 a E%iEPgR � PROWcrrs-ExTEwow III NON, GVSFD'ff A81d35 TOWPRDSTHE f0(TEWOR BITE Sl I'MDUC M-11 0II- IF TB TWMDS THE 5 s1 TOW MIS II SEENM2 f lId.551R£T 14MTNOM. 1-tA6'NOM PAINTED/ GLASS \BITE GLASS TYPE 3 "ANN'=ANNEALED 'HS' = HEAT STRENGTHENED T=TEMPERED °PVW =.090' TROSIFOLO PVB INTERLAYER BY KURARAYAMERICA, INC. -SG' = .090'SEWRYGLAS4D INTERLAYER BY KURARAYAMERICA, INC. SURFACE EaPTmBPn I MP I M GLASS SITE ALUMINUM PRODUCT IS'IMERIOR- I7%N OLV15O, pESItxAM FILLARFA GLAZEO'Rdm-0SIs I ld TOWAIU)sTHEINTOWASEENO E1NTEwOR BUTI'LENE Mi6'NOM.5N6'NDM. sEN"SIUCCNESEAL sEENDIE; sFENOTE2 m .0 NT ROLL -FORMED THE SHHET THRSIEET FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 sS NOTES: EXT. GLASS 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. .� VINYL SLIDING GLASS DOOR NOA(LM) 1010511E INT. Goss WT. GLASS 2) PRODUCT MAY BE EITHER GLAZING DETAILS Is V ROSOWSKI INTERIOR OR EXTERIOR GLAZED, DURASEALO XLEDGE°' PROVIDED THAT THE 'HS' SURFACE eavraDl0om+7 PmwwsrwEs lxe. NO CHANGES THIS SHEET. ��04105117 OTe OF A LAMINATED GLAZING UNIT IS ALL WmDSRESEINED SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR N. VENICE, FL 54276 e ("l)480.1600 SGD-5570� NTS 10OF21 gi MD-5570.0 69 A CERi.OF PUM/HMB Nc 5+8706 SILL CLUSTER ANCHORS LAYOUT: AST OR WIFALIXK cExreRLwE 4• EXTERRIOR V 2-T CXCWSTER-G ANCHORLOLATIONS ASRaAGALOR NTERLOCK CEMERLAff 4° FXIEjjRI00. V 2-T CKCUZMRSS ANCIIORLOCATOM ` -� 1TMCKQJISTER'CY V ANCHO0. LOGTION9 ASTMGN OR NRALOC( CENTERLWE q° R_ 3.22° EKIfEfIlRI 4TRACK CWSTER V 'CrA ORLOGmm STRACKCWMRF ANCHORLCCAMOIS ASTRAGAL OR I:IIEfROCK CENn RL NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375 - 2.375' FOR ALLSILLS: 4TRAaccwsrPR •cs•ANwoawrwnors 4' PANEL GENIEALPE EMJE'�RIOR v 2WN IWFR0.IEO W -rPANCHORLOCATON PA L CEWERIwE E%TERIOR t/ 3TRACKINIERMEgATE Y1'ANLHORL=MON Yt'AN>1OR LOGnON PANEL CENtFJtlJNE 4- E%IEFFIWIOR IJ 2-T CK IMERER:CLATE -✓ ANCHORLOGT Jamb 5 P-Rwk VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS A S NO CHANGES THIS SHEET: 4° }T CK IWEJLNEONTE • MCXQRLOCAnom PANEL CEMERLNE q' E%T(Ej0.10R V 2-TRACKIWET MAW •+a•ANCHORLO =R WWI W i" .° - yT CK WI EOKTE rmN LOCAWRS PANEL CERIEf81NE 4° E%TERIOR 322' . `v 4TRACKINRLOCAM E •°2•ANCNOR LOCAn01S •�a'MICHOR WCAnON9 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TOTRACK p,315' DISTANCE IS 2.375° FOR ALL SILLS: PRODUOT REume toaaa ;Aa`�IYILYNNi"',� e�n`m�e� N........ 2J NOA-xw 17.0420.08 e.Plm"07n D ilanoz� '7 Tn / J ROSOWSIO TA04105H7 NTS 11111 OF 21 1$f1 MD-5570.0 S 14 HEAD CLUSTER ANCHORS LAYOUT: ASiMGALOR ARTRAGALOR INTERLOCK 4° INTFfiLOCN 4° CENTEPIJNE CENIETWNE IXTERIOR 322° oOELIWOR 322" 2-11UCKG.USIER'GT v 2-TMG L110 CS AISHOft LOCATKINS ANCIIOR L=OGPONS F I�RIIOR 0J 3-TMCKCLUSTFN ANCHOR LGGww A6TRAGALIXt INIPPRCCN—� 4• 4TMCKCWSMt 'CSANCHORLO =M 3-I KCLU3TER'L4 ANLHORLOG7I0N PSTMOAL OR WIERLOCH—+- 4" CENTEPIME NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS Ej21375- ' FOR ALLHEADS:DS: N. HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE 4° IXTENOR 322° aTMtlCIMFRNEOUTE '✓! ANCHOR LCCAT(M PAW CDJTEPLINE EXTJE�R_IOR 2- R ItRER WAM 11'ANCHORLOGNON PANFI CENTERLINE EMENOR J L STMLNIMETCAEdATE �/ ' 1'ANCXOR LOGTION PANE CENTEfWNE E%inEWOR V .TMCKINTIFMEONTE 1 MMQRLO 10N PANEL CENE INE 4757' EXTERIOR XT CK INTP+JWM ' SANCHORLOLRTIONS &T CKOREIL WtAn'T ANCNORLOG=M PANEL CE4° NTERLNE IXTERIOR 32Y V 2-TMCK IMFfAMKW ITMCHORLOCATIOM PANEL CENIERLIl� 4° EXTEnRIOR � 322" V STMOKINIEPMIYpATE "�3'ANCHORLOCATIONG 4TMCKINIEAMEONTE'.T ANCNORLOGTKIN9 NOTES: HIGIPiFS PenrnnroTxEwuwmoxErn 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. MTHiME W iE PN W Ut wGTO! 9: 2)TRACERACK 2.375"V2376w AHADS: PRO13UNCCT REVISED .xL�TTY LYN 1j�� H,INRNxI 5 1 Nolw-No C '17-0420.OGd P-Imdc 7.: T�plrauon GRm 04174l2021 _ yY ; No. 55705 SLIDING GLASS DOOR NOA (LM) $ 10105/15 --1 �- ��ANCHOR LOCATIONS BLOCATIONS B I,&I J ROSOWSKI NO CHANGES THIS SHEET. I�'SI04/05l17 NTS Ill 12 OF 21 IS2I MD-5570.0 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): ncwasrsaremm.xe.oumxucuueaucxoamwtwns. +1 h"--' 2.375" -� 4.76° 7.125' IN R I MAX 21.6" 21.6' 21.6" am ReC3N MAX MAX MAX. JamO 5 O.C. O.C. O.C. mop P� 7 OPT. ANCHOR TO AID IN NOTES: ALIGNMENT 1) STANDARD ANCHOR LOCATIONS SHOWY FORS TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6' 6° 6° (SIMILAR TO THE 2-TRACK JAMB)AS MAX. MAX MAX. MAX. REQUIRED TO MEET MIN. EDGE DISTANCE 2TRACK FRAME I 3-TRACK FRAME �4-TRACKFRAME CONSTRAINTS; IN CASE OF AN ODD - JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. S Hs6WSW C Jamb a 6 P-0rok 7 JAMB WEEP NOTCHES R END (M 1° X.50W e JAMB ��I ��I��� yyy JAMB 'I I (4) WEEP NOTCHES Wn —PER END @ 1"X.500" (3) TRACK WEEP HOLES EVERY 24°@7.125°X.190T�\ (6) TRACK WEEP HOLES J.\` (1) WEEP NOTCH EVERY 24" @ 1.375" X.50V EVERY 24"@1.125"X.190"I (1) WEEP NOTCH EVERY (10) TRACK WEEP HOLES EVERY 24"@1.125"M.190"; 24° @ 1.375° X.5001 (1) WEEP NOTCH EVERY 24- @ 1.375" X.5D0' SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) DING GLASS DOOR NOA(LM) 10105/1t LOCATIONS C frill J ROSOWS - GESTHISSHEET. 4104/05/17 n] MS J 13 OF 21 11.91 MD-5570.0 j1 A EEP NOTCHES END @ V X .500' PRODUCT REVISED eunEin9iying wlfn lna Florida ���"""""' `.°BONY LYNA NOA-xo.GY 17-0420.06 `�2'�; 'UGEN ?. Eaaba6on Pato 04/14/2021 *: N0.56705 sy - =v bnamw. P.ao—t coa roL �i l"s "•�ORIDP . 70NAL E, u HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: SILL 90° CORNER CLUSTER ANCHORS LAYOUT: PaLowmceo "caGE'°q"s1L ..r �oR LcutwNs 4° 4" 4' 4" 4' 4' 4'L4'b11 3.22° 3.22° EXTERIOR 0a�}jl Jamb 5 IXTE TOP YTRACK90'COPNER 'OPANCHOq 'L-TRACK9P CIXWER 'Ca'AN STMt](80'COPNER 2TMCK 90'LORtER EXTERI P-hmk 1 ] IAGTKINE (IREWHERE'CS•IR DECRIED) MTMSTIO ) (USE WHERE'CS LS SPEGPIED) E%TERI00. 'G'aNCHOR LOUTI0k6 F fl LS'N ORLOGTIONS (IREWXEAE'CS 195PEGFIFO) R N R 1 (1SEVMEREC6•msmcF ) H R R 1 PRODUCT REVISED 4• 4° 4' p Ine t'4N Na FloNtla 9uliabE 4" tln NDa-xo. 17-0420.06 EKplroaon Data 04114/2021 4' 4' 4' 4' D Mlam-D ePtotluL Cenwi J1 EXTERIOR 322' EXTERIOR 322' _13221 ST CKWCOWIER 'G'NJCHORIOGTIOI6 V &TRACKBPG)R WmCRLOGTIDNS V 1T KIG'WNER. EXTERIOR -CPµC LOGTONS --or 2TRncrc4f LORlffft E RIOR SS'M'CIIOR LOGTIIXS (LGpC1Nff.RE'CY IS9SpEGFlE9) 1 H H N HL .NSEVMERE•Cb'ISPECIF¢D) IH M X X 1 MENRERE'C WECIMD) N p p p' (FUSEWIIERE'CSISSPECFFD) •'' 4' 4° 4-TIwG(W LDPNFtt pT1ERIDR 4TW.CK W COMIF. EXTERIOR a EMS 22, 4 EXTERIOR 'Cq'N2TIORLOGTONS 'CS'ANG100.1OGTpNS f1 4RUCi(WCIXiNER n 4TRAHORLOCRtFA n . (SEWHERE'CS'ISSPECIRED) (USEWHEAE'C4'ISSMQG ) (IREYrR '�G1'IS SPECFImI V (USEWHER TN M PECF ) V A. LVMN MrtLER P£ P FJ6 04 NOTES: RomslPERr�w+Torra EaLwmma'cGnet 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. REto"gm+Grtaarvxtt: VINYL SLIDING GLASS DOOR NOA(LM) 70(05115 80• SIMILAR OUI rTAE(SHOWNCHOR UANTD' INSIDE CORNER IGURAOULD BE ANCHOR LOCATIONS & JROSOWSKI SIMILAR FOR 011BIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. HpaNSIII 1 Jamb a 3)TRACK-TO-TRACK�fj coFmlwromn rcruu �Ro-s,mc .ENO CHANGES THIS SHEET. 1��04/05117: P'h°ok T DISTANCE IS 2.375' 2375' 2.37Y TECHNOLOGY FOR ALL HEADS AND SILLS: tN. TECHNOLOGY5 N. VENIC80-160275 (ad1}d80-ifi00 SGD{>570 NTS 140E 21� MD-5570.0 r;$ A CFAr.OF/NII.l�R98 HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: Tie AMlIw11IXAlICl6: q` Sy�4'. 4. 4' 4° FFI1IV CCC e b2Ill I 4EXEq. EMOPhook 7 2.TMCN 135'fAlUFli 2.TMCKIWWRWA 2RMCK]39CORNER V 2-TMCK I33•LOMRR V • -MCHORILCAMW S'ANCRORLCGMM TRARCRORLOCATICN$ CC NICHOR LOGT10115 (WEN9@RE'CTISSPEGRM) (IISE WNF�'CS IS 6PECIi�O) (MEVMFAE•CY65PE mm) (IISElN1ERE C5'459PECffIEO) . 4° 4• 4° 4 .. / oRL IREVISED 4' .)ulna w11M1 LM10 FIor14a I 1TRACN I3SCOW9i •craHxHOR LocAnwu (usE WHERE'('1' 65PEC1FlE% J 9 arRACK 1]s•coRNm �! TA'ANCHOR MSPEIN9 (IISE WHERE'O3'195PEC61EDj 135' HeewsI 1 Jarno 6 P. 7 EM MOR YYYLLL 3-MCKJWWRNER Yb'ANCRORLOGmm (USEWREE@WWSP MEO) ]-TRACK146•COPNPA •Co MWORIOC V] (USE WHERESTRSPECIFlFD) 4° FXIERK)R Ll1UCl(11S CORNER v aTMCK 1]5•CORIFR YR'ANCHOR LOCATpN6 •CPANCHORLOCCNS (USE WtERECS IC SPECIFlE01 (USE WHERE'C3`ISSPEPELwIED) 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@211375' DISTANCE IS 2.376° 2.375' FORAM EIS2.3ANDSILLS: 4' r N - 31RACKIIS CORIBR 'CS`ANCHORLOCAIKwS (uSEWHHiE'CY ISSPECIFlEO) Upinitan E%IERICR BY hllaml-On, aTRarx+]3•cow+ER xs•AnuwR LacArKuas (USE WHERE'CS' IS SPECIFl EOI Di — TT�a RIP ZIDG GLASS DOOR NOA (LM) g 10/05/16ANCHOR LOCATIONS E E J ROSOWSKIxalrtoamwrwousENO CHANGES THIS SHEET. M 04/05/17, W NTS Ill 15 OF 21 P£I MD-5570.0 SPUCE LOGnoN 4- EXTERRIOR 3.22" v 2.TRACKSPUM ANCHOR LOG10W (WENMERE FISSPECFIED) SPACE LOCN1oN 4.75- E%FEwOR 4° 5-TRAucsaucE 'CPPRKIIOR LOCAnON9 (15E WHFRE'GT L4 SPECRIFD) 'G'ANCHORLO mMi (IREl4NFREC RsPECIR®) SPLIC LOGTON 4° EXFEwOR 3.22° 15 2-TRACKSPUM .W ANCHORLOCATKINS (USEWHRiE ISSPECRIED) SWCE LocnnON 4" fXlEWOR 3.22' lvl a-tw ML(=E 'CS'ANCH ISSMCIFE mm (USE WHERE'Cs' IS SPEC IFED) nr:�nu�l �4° bMcKSRICE 'C@ HCNLOGnom (IRE WHET IS SPECIF®) 5mm OGgN 4' F Mik I -I 2TRACKSPLICE V 'CA'ANCHORL =tJS (MENhER F6SPECRID)) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4" Y -ANCHORLOGn (WE TMIeRE Y F IS SPECIFIED) +T cf(sWC¢ YA'AIJAIORLOG=O (IISEWI M: FISWMFI®) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3)TRACK-T1O-TRACK 7R�' FOR52.S AN {I,,, 2.375°W2.376- DIS ANCEALLHEADSAND SILLS: L� 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. SFIXE LOGTM 4.. Ex EwoR F1 2-TPACK SPNCE �7 CB'ANCHORLOGnOIS (IAE wHmE rs' D SFEcsIEul PRODUCTREVISED as coaDlCotlawlth the Florida No".. 17-0420.06 EKPlrati.. Data 04/14/2021 bTPACKSPLK£ 1J--tF . •..••.... 'fe'ANCHORLOCAnONS \: P�:' VCENSF (USE WiIERE'CS6SPEC1REn) )} : No. 58]0S A '•. 1 Ip mop '. FS' :FCORIDP; ' Ill llll 11\\' ALTNNMILLEF -� PEA W"t 1 @ VINYL SLIDING GLASS DOOR NOA (LM) 34275 J ROSOWSKI 01 NO CHANGES THIS SHEET. Q10410071 NTS IN 16 OF 21 I€FI MD-5570.0 PANEL'S RIGHT STILE TYPE PANEL TYPES sun; swGLE rcao LoccsmE As1NacAL ASTRAGAL =l.E.P nsTRAcu msmeeo• ASIRAGN ourslOE,ss• AsmACAL nvsi001ss• . Asmncu INIERLGGK OUF WfEALOLK IN snlE W'iNN°LE 6ozoUT BUN gE(,`FJy�R gE(EIyER mcawF REGFNEn IMFAIOROR EMFAI°ReL Im E F PP K L L TC TA TV TW IIf FOLK 8 H P A C C SC SA S V SW w a. '� S RE RR R S S FC FD FV FW w J D M J J FRaTwm wiwvmE nmTPo LID w LR T U U- mxw p� T U —/ IY AG�AGA CT CS CF w w Rcc6reR �^ AT AS DF 0- GA °°`"s VT VS VF REOENER N,35 Al MGA WT WS WF RECE LEFT RIGHT PANEL PANEL STILE I STILE PANEL TYPE 'F' SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 S 2, SHEETS 7-0 FOR PANEL SIZES & DESIGN PRESSURE 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOTAVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. 4) PANEL TYPE MAYBE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAJLS SHEET 10. SCREEN PANEL TYPES oouelE AsnucaL NfERLOCJt OGus M LocKsmE �........,...,.•C] INIERIDCN JLOCI6n1E ASTPTGAL SD SMIP wuU IMFALOG( INnbLLO°K A OOU c WTERLOIX Esww�.v.__.� LOIXSIRE ULca 112 DS GW&E GNGIE IMERLOG( IMQLLOOK PRODUCT REVISED n,r11 w,m m. D.Ntl. eu0`ams cede Hop-N. 17.0420.06 SLIDING GLASS DOOR NOA 10/05/1511= 1¢ (/ N.. 68705 .TYPES %JROSOWSKI ,-791 "L VI NO CHANGES THIS SHEET. J.MI 04/05/171 NTS 191 17OF21 1991 MD5570.0 F�5.875-T 10.635-"j �0 125�550 �'291 .061 762 iJ� 0 t i .100 R 4 1.012 o II 87 .062930 01 1.928 %� I .100 -i 6Q®��]�� �- 7 F ESCREW 8 ANCHOIR PLATE Q9 TRACK INSERT 10 INTERLOCK CAP, Q 2 TRACK HEADIJAMB OB 4TRACK SILL �COVER(PVC) O EXTENDED POCKET 5,178 1.000 252 r 231 r060 -" j 2.000 .100- 8.250 -T �82'1 `") IA35 �--+j� jr082 �-.n 1.613 FI{y.- � .080 C�O�O C= T I O �.100 8� .949 F�7 rye'¢ 7.983 JH 1.813 0 p o u 1.681 (�j" -�I'^.082 i I 06D .100 1. Q��ru] ®0-1 "-YSBOTTOM FOPORT 12 OUTER COERSILL 13 COVER SILL RAOK QP-HOOKADAPTOR 78 P-HOOK 03 TRACK HEADMAMB 4Q 3 TRACK SILL VIIYYY094 125 -10.625 --� 5.875 540 540 2913.000 OB7 22075 2975 2141 -T _-( 777 C7t��0�5 T �100 9 i 500-Q�.082 {+28 1.406 �( 1.813 p o u 1.68t pm�2 REINFORCEMENT REWFORCEMEM � REINFORCEMENNi 700 ®� 19 KEEPER @0KEEPER @ BAR COER ® BAR FIXED PANEL CLIP ® PLATE @ 4TRACK HEAD/JAMB O2 TRACKSILL �1. 770 F.-- 1.625 7.595 I-�- 1.595 1, .309 2.696 _ �� 3.983F ,125 2,833 2368 Q .300 788 '4DB 2.788 2.025 .312 070 270 09075 1 `L .110 Lr-•188 ,120 82 .120 V-.182 2291 .100TOP,BOTT�2.770 EXTENDED POCKET AND STILE AND TILE ®REINFORCEMENT, REINFORCEMENT, ®REINFORCEMENT ®INTERLOCKAOAPTER ©ANDAPTEERK REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 3.452 3228-3.345 412 .725 3.209 A60 3.773 ,090 5 3.345 75046 7.500 3.2I47.0.005 300 L90 �'� WASTRAC L �PASSIE MOUNT 35- CORNER ®ASTRAGALCOMER ®W COMER @ CAP. ASTRAGAL CAP, ASR ASTRAGAL 40 ASTRAGAL CAP. EXTERIOR INTERIOR EXTERIOR --�.912 1. 112 270-y T� .252�jFf .173 .085 �yNt--L 1.281 •662 �1.2Ij61 1.281 t2fi17116" 7.261 SQUARE BEAD 87 B/E EIED BEAD ®B1V�D BEAD ®OGEEBEAD ®OGEE r- 2.838 20)L9 700 L (4 INTERIORJAMB COVER -1.875 PRODUCT REVISED �i B.comp In 17 No FletiEo AND BO TIE, TGP BmA mg .�. ADO®AND BOTTOM RAIL NOA-Ne. 77-0420.06 e.p6atl.. Date 04//412021 L919 060 919 090• CORNER ASTRAGALCAP, INTERIOR NOTES 7) SEE SHEET 4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA (LM) EXTRUSIONS p NO CHANGES THIS SHEET. JAI 10/05/15 _ * e No. 68705 J ROSOWSKI �'•.,�`` Ly O o @$D41D5117 NTS JAI 18OF21 ja9l MD-5570.0 J� 1) INSTALL 2)INSTALL CLIP HEADER BLOCK TO AEADJAMB TO HEAD INTO FRAME JAMBCLIP INTO &SUBATTACHMENTTYPE P ANCHOR PANEL USING 4 RATE, ADER ASSEMBLY TINSTA USED STILE USTALL INSTALL INERLOCK AOCK IN INSTALLATION, INSTALLATION EACH INTERLOCK.TABLE A, SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTAL(3)tt10X ° TABLE 1 ONEBLOCKTHAT BPANS BOTH PANELSs° (3)#8X 1.5°SMS �� , SMS / ^FlXED OPANEL CIP jNST(ALLDONE CUP ATLTHE \ CLIP COVER MIDSPAN OF EACH FU(ED PANEL -TO -FRAME JAMB LOCATION. ATTACH WITH 98 X 1-114" n 3 -lw MAX O.C. . 4-PANEL, 2-TRACK OXXX SHOWN I °1 10 X LCCKING JAMB 1 PRODUCT REVISED PI 1" wlll, Me Florl NOA-N°. 17-0420.06 / 2' MS ce 2- (4MS S INTERLOCK INTERIOR w CUP COVER NOTES EXTERIOR INTER\\\� 34 RE NFLPIpATE 1) DETAILS APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS. SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. #10X 3)SEE TABLES 182 FOR REINFORC MENT REQUIREMENTS. EN BOTTOM RAIL 11 2-112°SMS 4) CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. `�`4�`ONU ` '•.tnP SUPPORT I (2) in X 1"SMS h @� VINYL SLIDING GLASS DOOR NOA (LM) 10105N5NO' S8708 :. THROUGH SUPPORT, ss INTO PANEL PANEL ttlox ACCESSORIES INSTALLATION SJROSOWSKI � � ss ASSEMBLY INTERLOCK5ILLRETAINER 1-1/2•sMs A ALL PANEL CORNERS' ® Clo1'WIXfGA11P(ilMC"LESeL. w.wrlrts Naomm a coRRECTEott96 04)05m %�.o''•. ' 4,`°: "��ORIDp.' ���5'@ :G.� CLIP ATTACHMENT WELDED, NO ASSEMBLY 1070TECHNOLOGYDR ,� u 'O;�NALIEN``` INSTALL ONE ASSMBLYAT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 (941)380-1600 44RI. !)P /.IIM.iSCA SGD-55/01 MS I I 10OF21 10 MD-5570.0 �$ A ALvxRwuErt P.e. P.E659>06 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: - ❑Q El��,,,, fa ° o� In t>3 m laa ,z9 1 t19 10a L'l fl m 8 a0 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE _ EXAMPLE 5 tm O tat 121 +m ❑ G' ❑ 1 J ° III 0 ❑ 122 �o 1 a n Ms � nn 1 a ° HORIZONTAL BECKON EXAMPLE f00 1t I (�i� It0 � r tm HORIZONTAL SECTION Ala 1.081 fP2 EXAMPLE 1.081 (-� I` 7202-{�--j� 1.778 1.778 936 875 - .875 1`� 1.020'— 050 �050 '�5 tao FORAMEN u1SIDERAIL. Iza ASTRAGALO . 1.89 1.993 1.874 RAIL LATCH ADAPTER 111--.-0- .062—+,•�J—�A`'�LLCC.062 .062 PRODUCT. REVISED BQXSCRF5N BOX SCREEN BOXSCREEN p l swiln qa Florida Im +5+ @ 7.436 as co TOP RAIL BOTTOM RAIL, SIDE RAIL � �.726 � NOA-No. 17.0420.06 tv .765 .782 Fxplranon malo 04/14/2021 na Oe 1.020—+I 1.593 In F�+•�0 _ .002 minml a ucacwwl ,al 1T��1'�`I� 1.373 I-�— Im +a SCREEN VINYL 1z1 FRAME SILL o a + e 78—+— �63 z a ° ASTRAGAL SCREEN .055 i,B ADAPTER ADDS N D u ,m 062 —^-1 I^—.372 0 . 6Q® Iw SCREEN �OJSCREEN Box BOX 1m OXOSCREEN Q INTERLOCK SNAP -ON ASTRAGAL VERTICALSEGRON BUG FLAP ADAPTER VERTICAL SECTION J1„t tla�i EXAMPLE EXAMPLE NOTES: `� BONY LYryly� A, 1) ALL DIMENSIONS IN INCHES.5 UCENSF':�1�: 7.306--71,487 ` 1.343 055'—�''�'I~.1> ji.487 (�— 1510__(__ ��j� �y VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 *; NO'�7� i *=_ j— a80 SCREEN DETAILS 4 J ROS0 SKI -,,A i• � 7Z. fro BOXSCREEN 101 BOXSCREEN tOBBOX SCREEN HEAD m >4 ;0,�•.• sigi DF ,.•��� ASTRAGAL SILLADD-ON ANDJAMBADOON ccwnwtpoao+a pmwwsmies,luc. NO CHANGES THIS SHEET. 8tl 041051 '.�l�s''•:.... ADAPTER a RMM°I+PSFssY /",,'0NALtENG� 1070 TECHNOLOGY DR �� N. VENICE, FL 34275 till (947}480-1600 SGDS570 �, NTS 200E 21 g4 MD-5570.0 �3 A qL pEa pE' f£RT.OFAmN.1]9M TART F C- # Part# Description Mateital 1 1051 &Rack HeadJamb Ri91d PVC 2 lW02 2-Track BE Rgld PVC 3 IDD26 Mrack HeadJemb RIgId PVC 4 19DW 3Track Sig Rgid PVC S 1B02/ 4Tmck HeadJamb Rigid PVC e 19026 4Tmck SB Rigid PVC 7 19DO9 Frame Screw Cw, Rigid PVC e ISM Aahor Plate MWIM Akan. 9 19007 Rack Insert 6063.73 Akan. 10 19064 Interlock Cap- Extended Pocket R'Bid PVC 11 Imm Bottom Reil 9apporl 68 78mu, 12 19006A War Sig Cofer 6 TS A. 13 19011 Sig Tleck Cater RSd PVC 17 190M P41ook Adapter 6063-TS Alum. 10 1MM P-Haok SRT AAkm. 19 19047M Extended Keeper sas1m Akan. 20 MMI Keeper 6063TBAlum 21 19014 Relnteament BarCwer wad PVC 22 1M30 Rein ercemmt Bar 8006115 A. 23 19037M Rued Panel GIP 606116 Alum 24 lomm Rohdoeamem Pigs 60&STB Akan. 25 IM17M Top Ran, Bosom Rail and W,Wla Relnkmement 63S15 Alan 28 19048 Compoale 27 19016M Intedwk.30DRaln6¢emnL Ste. 60m•T6AHm. 28 JW13M leadock.403RaNbrcemein, HD WOSTSA . 29 19D15M AsnealRelnfacemmt 6013ST6Alaro 30 19083 Extended Packet Walock Adaptor 6083-TO Alum 31 19006 Inedeek Adapter Podd PVC 32 12008 angel Addan Rigid PVC M 11009 Pmel Stile, Toplldtom Ral Podd PVC 34 IDD40 MUda Jamb Cofer 600TOAgaR 35 19076 135' Cana Astregel 8083-TBAlum. 36 1m77 135- Cana Astragal Pasaim Mount m63MM. 37 19075 135'Cvna Aetmgal CaP-Ext Podd PVC 38 19080 135'Cona Aahe9al Cep -tat Rdd PVC 39 19078 9D'Canar A.tmgal 608&TBAIum. 40 19DBI 90°Caner A.tregM CaP-Ert, Rdd PVC 41 7B082 90'Cmwr A.Imgal0W•W. Poda PVC # Part# Daaarlption Matellal 42 ism Sin Pleer-(2-11T) BOS376Alum 43 IS(MA SIB Mae-(31/2') &Ent Alum 44 19023A SIN Riser-(41116-) Ii A6aa 46 19024A Sig Rise,-(4 ff`) 6083TBAlum 50 716809W .187-x.3W'IIm.aI(SWo) 61 71MBK 1-1/2' x I-x Mr Fin Seal Dust Plug lit 71696 Duet Plug 60 419041 Intedeek Cip Cana PVC 61 781M Tandem Roger Assembly SS 62 7815M Tandm Rdla Assembly Nylon M 78X75FPTX 1#8x 3W Ph. FH SMS @ Roger &RdnL SS 64 419042 1 Frema Header Block Nylon 65 am RogerAdl. Hde Plug PVC Be 44385 414.1e Bumper Stop PVC 67 761014FPTX #6 x 1-114- Ph. FH SMS @Bumper Stop SS M 716WG Sig Plug PVC fig ]8186X GeaW MONse Lackwfog Th. Nate StaeVSS 70 71M2MFPFX 1092x V Ph PH MIS @Lack SS 71 van. Hand. W7 Cest9a 72 19054 Inledak Retalner Cgp Nylon 75 Kammavg4SGTPSspaca System 76 um G" Super Spai:er NQ With Hat Meh Butyl See Sheet tO fa 77 lQuanex Dum.eel Metedale 78 CoAlnal XL Edge spacer 79 Dow Coming 995 or GE-7700 Backbeddng SBicma 80 ism 7/IWSguara Beetl Rihd PVC 81 711W BaMed Beetl Rigid PVC M law 1.1/1W Baeled Bead Rigid PVC M IN45 1-VIWOgse Baad Rigid PVC 84 19016 I-SHW09ea Bead pJgfd pvc 85 71726K Setting Sleek 12' x 4' x 11191, 85+1. 6 dam. Neoprene M 71728K Setting Block I- x P x 1110', M+/-5 clam. Neoprene SO Ml PSTX #6x I- Ph. PH SMS@From. Assembly SS 01 7a)OWHPT410X r3 x 14W Ph PH SMS @ Mrf Bar SS 02 710XIPHPT763X #10 x 1° Ph. PH SMS @ Ran Support SS M 71DXIISPPX mo x 1-1Y1 Ph PH SMS @ Fxd Pnl. Op SS 94 710X? SPHPT18ZX 4H0 Y 2-W Ph PH SMS @ Reint Plote/A.t SS 95 7142DX226FPFX M2 a 2-114' Ph PH SMS @Hd. Block SS 98 710X1.76PPX MG x 1-S'R Ph PH SMS @ Ast Mount SS 97 710)34PPX #10 x 3W Ph. PH SMS @ E.L Pkt. lot. SS Be 710X2PPX #10 x T' Ph. FH SMS @ Keeper SS NOTES: 1) ITEMS #14-16, 46-49. 53-59, 73,74 & 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, n-ROX SCRFFN # Part# OeecriPaon Material 100 IMW Box Screen Top Pall 60837SM 101 IM57 Bar screen Batton Rail 60M 76 Al 102 12256 Box Screen Side Rail 6083IS AI 1M 64428 Box Screen Interlock 604Ki T5AI 104 17347A Box screen Srupan Bug Flap 6083TSAl 1m 64345 Ben Screen OXO Aetregel Adaptor S0MMAJ ten W349 Ben Screen Astragal Adapter em TSAt 107 19039 Box Screen Frame Sig Add -an 60MWAl tm 19m8 BM seroan HeedJemb Add -an U8376 Al IM 7211XIX WaMxVMS@Top Pe6 SS 110 720X712X #14-20 x 1-11T MS @ Bolton Rail SS Ill 71793G W.tp.279' x. ISO'- Fin Seal 112 61805K W.1p.18Tx.WT@Bug Flap 113 7SRA2 Standard Rdler Nylon 114 7SRAX HD Ron., SS 115 vadat screen L..Id, Hard"M Steel 116 419m3 Screen Keeper Steel 117 76XIPPA M x 1' Ph. PH SMS Steel 118 1690314 SomaSpline-AW&AW Vltryl 119 1816= Screen Oeth Fibernas. TABLE E STANDARD SCREEN # Part Descrlpu.a Material 120 120M Screen Fmms Rail 6063TSM 121 12i128p Screen Fieme-Sltla Pall (latch) 606375 Al 122 173(t3 Screen 0)m Astragal Adapter 606376A1 123 48MK Scmm MnyIAatregal Adapter Rdd PVC 124 Isolm Freme Sin Screen Add -on 6083716A1 125 6FPMK Boa Flap, M W. S dum. Vinyl 126 78X112PSATS #8 x 1-1/7 Ph. PH SMS (As,emUY) SS 127 712027 Came,Ksy Wheel Asmaday, (Stmdant) Ion 128 712027SS Garner Key Wheal AesembN (11D) SS' 129 vad. Screen Locidg Manama, Steel 130 710X14PPSDAX #10 x 3/4' Ph PH EMS @ Screen Mt. SS 131 ]8X12PPSMSX AB x 112' Ph PH SMS @ Door Mt. I SS 132 I IBVJ314 Screen Spgm-.14S I Vinyl 133 1816C20 Screen Q Marglms VINYL SLIDING GLASS DOOR NOA (LM) JAI 10/05/16 PARTS LIST 8 J ROSOWSKI NO CHANGES THIS SHEET. iO4/05117 os PRrnmptvi wiN uo ne#m `axt"`NY i�YN NDA-Nvc 17-0420.06 exPira0on Pa)04/202t t 14�tk: No. 58m, NTS 111 210E 211a$ MD5570.0 I��AII _II___- AlvpE