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HomeMy WebLinkAboutNOAMIAMI•DADE .. MUM1-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) }vww.miamidade.eov/economy PGT Industries, Inc. S+PAA'� 1070 Technology Drive, 11 NN D, North Venice, FL 34275 St. Luc a C SCOPE: ounty 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 105570/2770" 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 10105115, 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. AMSILE 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 Ap This NOA revises NOA #15-1210.01 and consists of this page 1 and evidenE-2, E-3 & E-4 as well as approval document mentioned above.The submitted documentation was reviewed by Jorge M. Plasencia, P.E. ��Ofk a d.V: tAV 00t �,� �o®v NOA No.17-0420.06 MIAMI•DADE COUNTY r ' ��ppiQg�ion Date: April 14, 2021 �oi$I�ate: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 N:_ A/_t\ 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 of21, 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 02/1112016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02111/16) orge M. Plasencia, P.E. Prods et Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April14,2021 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 11119/10, 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. Causo, P. E. (Submitted tinder 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 tinder NOA No. 151210.01) 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 09/30119. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOANo. 11-0I07.04) 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 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-5t' Edition (2014) and FBC-6t" 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. J > Jorge M. Plasencia, P.E. Pt duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September28,2017 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 PERASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E13DO. C, DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA�S): ELCO ULTRAGON, CRETEFLEX & AGGREGATOR ANCHOR NOA•S, 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 (TEST REPORTSP FTLSM7, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002-782(A) & 1(-0D6-10231; CAMBRIDGE 535763-09; 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 CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADS 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 1-11V THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU, WOOD BUCKS DEPICTED AS 2X ARE 1-112-THICK OR GREATER. IX AND ZX 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, NON-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: amw Anchor su49nh Pnm. kl.mEer �n F48• olamnw Mln. Eln6elmeM A 012,tlwt SMS (65)w .w ss au9 ( 3n 110uecticlN) P.T. SeWMm Plu aYYIfIM LLC' W'1 AINNnun,6wlTe• I. min.wNmv lbeN511V.hmp ]/fi' 1/E' Pl,OOk ya• 1/6• ale•lmv .OeP mbt Wcxres waNS0V LY 0.06T PANk Lr 0.0 7 stexlstWA8A0r. ]]• .0H'mM. Wcknw HwN811VAmb WB• a.071• 4G8 P ck M' 00)1' 1408. 114'Eke U..a P.T. Sa Plm c>0. 7 ISm" P#xk r Mr Ile ON 410 S.S. Qetcfle, P.T.6oYIMm wre sa.o.0.5 w suv&mb 1' 1a8- Pi.k r fye• a tl12, abela0c44cmx (GS) P.T. Soulo. Pin• G.0.6 H•WsYV.hmb wls" Iaw PAcok g16' 1a�e• L1`Eke NwNn Cm4410 nA 28l k4 PM 1' wa45BVJxL ta'16• 1a'9• uMTN cvYof TM . r 1.u4• ww.x r ava• IN•Eka NOab. ovlaxba �,MAWWLkW/4' UslM cm }v4• id/1' 1.1M a. n.e.]ee] ..&SB w•FS =V 1.Y16• k P4ncY P M Ia.P MM EMaiNa.9. N;w Golw Comma mN. 212 k• weN$nVAw,O }1/r I 1419 P4wN }fYY 1Jm• w,yvw.a CNU. uJ0 Lma r 1•La• PN1px r 1-va• P.T. aeWkm Plm sc.s.es hoo.1VJ 1' lwa- P ck 1• are• D V4•FJNO o` cw,wam ma.2ee lv w.vsuulvnh zur u/a• P{mk 2-IYr 1 B• tk(ASW 04M TM J 1412- Pdook 2.11Y 24M 1-114 W IN'wcO alOsb. GmNRea hooNsoo M. P4,od 21Fr UgmuteJ Wu. om Junb zj�ZW i-im 1-W 1.14• • 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, 30N FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CGOESISTANDARDSUSED: SUBSTRATE, ORAS APPROVED BYTHE AUTHORITY HAVING JURISDICTION. •2017 FLOMDA BULDING CODEIFBCI, 6TH EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, 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 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 OPENING'$ REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. . 5) INSTALL AS PERTHE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET B. •2014 RORIDA RIMMING CODE (FBC), STH EDITION •ASTM E130049 •ANSVW&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISISI0 12 •AISC360ID Min. Fr Mn. F„ 02 kai 12Dkel R 90 ka1 110 WI w UW SaWI 155 ka1 In WI ekS 127.4 WI 189.7 ksl 80 :1 Aluminum 18 ke1 22WI A3981ee1 WWI 58W1 Dr. 33 Steel Stud 33 ksi 45 WI GLASS DOOR NOA (LM) GENERAL NOTES 2 & BI, B2 NOTES.............1 CONFIGS.......... 2 IG DETAILS ............ 10 IR LOCATIONS ....... 11-16 TYPES ................... 17 ) R I E S .................. 19 DETAILS ............. 20 REVISED with Rho Flonda 1 17-0420.06 *:.. No. 58705 10/05/15 JROSOV :A_c� NIIDRI UPDATED TO FBC 2017. VINYL MFG. RE 3GD-55701NTS 1OF 211911 q �� 1 MD-5570.0 P.E. MAX UNIT WIDTH MAX. UNIT WIDTH - NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES I&2 PER TABLES I$2_ MAX. UNIT I MAX. UNIT d / HEIGHT PER TABLES I&2 I' HEIGHT g PER TABLES I&2 max-r l� 1- 1-PANEL CONFIGURATIONS CC NOM. PAN PERTAE MAX HE PERTAI v v FEv v u MOM. PANEL WIDTH T PER TABLES I&2 y5 IA MAX. UNIT G7 I" HEIGHT / PER TA13LESI&2 va++r I J - J NOM. PAN PER TAE NSA) HE p PER TA! MAX UNIT WIDTH M11AX. UNIT WIDTH —� NOM. PANEL WIDTH PERTAB -, I MAX HE le P / ionr I TABL I� J NS 4-PANEL CONFIGURATIONS v - v v MAX UNITWIDTH NOM. PANEL WIDTH I NOM. PAN PER TABLES PERTAB 1 MAX. UNIT HEIGHT a s MAX I" HE PER TABLES I&2 1 / / / /' / / / I PER I� J <I no NOM. PANEL WIDTH PER TABLES 1 & 2 1 MAX. UNIT I€ HEIGHT 99 PER TABLES'1 & J .Pr o ��nnnn vv Elp expirapon oab 04/14/2021 ,� I as I�I J 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: °X"=OPERABLE PANEL DLO WIDTH= NOM. PANEL WIDTH -8-9/16" \0%AY LY rrr 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °O'=INOPERABLE PANEL NOM. PANEL WIDTH = PANEL WIDTH *15/16' C 'P"=POKET DLO HEIGHT =DOOR HEIGHT ``•(��.-•:v!v� irr' UcBNSF'+�((�; LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN -11-1/i6" POCKETCONFIGURATIONCANBEOXXXp. PANEL HEIGHT =DOOR HEIGHT 2-1/2' •I};' No. 8B705p 2)SO- &135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA (LM) $ 10105N5 EXAMPLE CONFIGURATIONS8 JROSOWSKI RIT �E�,� *_ `A.+{q�/72-f ;O-�, s . 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND �,e �'�SS/��OplpA" REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER caMawromn PmuarsiNcsua 8 NO CHANGES THIS SHEET. 04105/17 �PwNrsFESFrrwEn ('.. ., ONAL gN��� 4) FOR NOM. PANEL WIDTH, SEE TABLES I&2. 1070 TECHNOLOGY DR . N. VENICE, FL 34275 5) MAX ALLOWABLE FRAME SQUARE FOOTAGE - 472.656 FT' L—SHEET NUMBER (941)-480A000 SGD5570I NTS 111 2OF 21 MD-5570.0 t4 A ALYNN NII.LQLPE. CEM. OF AUMJNM PL,=05 ANCHOR REQUIREMENT TYRANCHORTYPE,I EMBEDMENT AND AND1,�BUCKSTRIP. EDGEDISTANCEPERSUBSTRATE, SEETABLE A, SHNOTE 3, BELOW EEMBEDMENTEDGE DISTANCOR2XWOOD e / SEE ANCHOR NOTES SHEET' PLATE AT EVERY ANCHOR LOCATION i 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYR ANCHOR TYPE, EMBEDMENTAND SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DETAIL A2 0L1'01%WDOD 1/4' MAX. EMBEDMENT DETAIL C1 NIERLOCK FRAME WIDTH METAL TYP., SEEANCHOR DETAIL D1 NOTE 4, SHEET 1; MIN. OF 3 Iwo LPTAL THREADS BEYOND THE I METAL SUBSTRATE NDTE& 9xeEr �P�' Txls sxEU 1/4'MAX. I �RII6sEE 7wa SV EET /r} EMBEDMENT— sEENOIE 6, THIS SHEET 20 _ _ _ _ _ l L #S X 3/4' SMB REINFORCEMENT SCREW; 7 63 PER STILE, LOCATED AT CENTERLINE AND 6. HORIZONTAL SECTION(XXXSHOWN) ����. 0^&12'FROM ENDS (FACTORY INSTALLED). `~� DETAIL DETAIL D2 C2 - DETAIL B2 nSiPA INTERLOCK INTOMASOB �` T.W. DAYLIGHT R1 REDUIREDIFDWR EMBEDMENT HEIDM IS OVER76' �� -- `��4 1/A"MAXo—y on I OOPENINGB1 WIDTH z3 t j(lL, I q mmen EDGE DISTANCE I I SEEN SO THIS SHEET T m z e a TANCHOR TYPE, w za a EMBMB EDMENT AND P q 31 _ p EDGE DISTANCE I I PER SUBSTRATE, l� a SEE TABLE A, SHEET T5 d i & NOTE 3, BELOW o ¢EPER EE NAtT I I EESlff2T tp � L-----J Fes— PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER HORIZONTAL SECTION (XO SHOWN) FIXED PANEL CLIP & INTERIOR OR EXTERIOR DIRECTION NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. Rr3xrDRCEMvrtTVPEs�see xorE6 Txts s� ANCHORS, SEE DETAIL SHEET IB ALL PARTS IDENTICAL. 2) SEE RTO SHEET 13 FOR NOTES, SHEET I. 3) SEESHEETNCOR ANCHOR LOCATION 8SPACING, FOR ANCHOR QUANTITIES, SEE TABLES i & 2. 4) CONTINUOUS ANCHOR PLATE ITEM #B IS REQUIRED AT ALL FDRULLo LB. ED ASTRAOMMMS, )11 �•rsfi I xoR¢oaNiu RMs (•� J I ILl l/j r4y, I VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 g INSTALLATION. HORIZONTAL XSECT. 1. 1 .1 ROSOWSKI FRAME ANCHOR LOCATIONS, 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOP 6)SEE TABLES 1& 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTERLOCKS 0 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. S7D 7) SEE SHEET 20 FOR SCREEN DETAILS. III NO CHANGES THIS SHEET. gMj 04/05/171 NTS 1.11 3OF 21 MD-5570.0 DISTANCE NCHORTWE, EMBEDMENT AND 3E DISTANCE PER SUBSTRATE, SEE 4BLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED [Qmplving It& txa Radii.Bulltling CoE. NOA-No. 17-0420,06 Expiration onto 04/14/2021 No. 587o5 . _ G 91 ;'a= 4 OF )NAL ISNG.. LYNN MILLER P£ CONCRETE/CMU PERANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 AND EDGE DISTANCE PER iNroxr000 SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING,SEEANCHOR ANDEDGEDISTANCEPER EDGE NOTE 3, SHEETI SUBSTRATE, SEE TABLE A SHEET \� DISTANCE �I .EDGE _r—�1& NOTE 3, THIS SHEET _ ' d 1 ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT sm 1/4'MAX. GROUTAS NEEDED,SEE ANCHOR NOTE 5, SHEET 1 EMBED- MENT 7/4' MAX J 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 FOR lncxsmEs, As1RAsus. FIXED Srt cR Anv HOR¢DMAI RAGS FRAME Q s.E - HEIGHTTN7 EET lJ EX�EP ez n 1 /4" EMBEDMENT MAX. DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE .DISTANCEr , EMBEDMENT DETAIL E4 iMO METALDADE MULLION.COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY E VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE —us / TYP. ANCHOR TYPE, EMBEDMENT AND /TYP e L EDGE DISTANCE PER SUBSTRATE, SEE L EDC TABLE A. SHEET 1 & NOTE 3, THIS SHEET TAB 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, N8 X 3/4' SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1&2. SCREW, 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL -IEIGHT SILLRISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. EMBEDMENT MAX OJCHOR TYPE, EMBEDMENT AND DISTANCE PER SUBSTRATE. SEE A, SHEET 1 & NOTE 3, THIS SHEET DLO WIDTH - NOM. PANEL WIDTH-8.9/16' DLO HEIGHT= DOOR HEIGHT-11-1/16' PANEL HEIGHT = DOOR HEIGHT - 2Al2' VARIES WITH REQUIRED POSITIVE DESIGN 39D PRESSURE, SEE SHEETS .390� I+ 7 & B. y.-- .390 — 1 1— 1—' I 1 793 2947 4.041 �T 380 2.370 °1 M4a 45A150 AA2SRY B23 } 2.887 3.464 1.97T .060 .080 .060 2-1/2'=TOTAL ,O60� SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER 92 (&1/2'TOTAL O(3-1/2°TOTAL O(4-IIIWTOTAL �s (45/8'TOTAL � SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) PRODUCT REVISED es compl gwlt lire FlmlEa mlmna aaa ,OA .. 17-0420.06 Eapimnan oats 04114/2021 EMBED- EMBEDMENT EDGE 1*. No. 58705 MENT • . , ., ISTANCE VINYL SLIDING GLASS DOOR NOA (LM) JAI 10/05I15 EDGE •,7 TYRANCHORTYPE, TYP. ANCHOR TYPE, INSTALLATION, VERTICAL X-SECT. 8'UROSOWSKI %p i, EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND IT �0�. STATE OF (v` DISTANCE EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE covrxiaNromn vcrwaa=weswc. NO CHANGES THIS SHEET. �� 04/05/17 '.:`S,'::°!oRIDh.:��� CONCRETE/CMU PER SUBSTRATE, NOTE3,SHEETI PERSUBSTRATE, AureicxrsRFsuMFn �i�S/ NG� PER ANCHOR SEE TABLE A, SEETABLEA. 1070 TECHNOLOGY DR't7t�NAllE�r`` DETAILFI DETAIL gHEETI&NOTE3, N.VENICE.FL34275 REQUIREMENT ortuMAsaw1Y SHEET IBNOTE 3, INTOW0o0 THIS SHEET (941)-480-1600 SGD-5570 MSIII 40F21 R4 MD-5570.0 23A aLmms� ve THIS SHEET aRr.O,Au Aa un r I n1l--4ii 2 in 311 i � t• 196' ONTSDE CORNER O.O. MINE © - - �nn 0 s o o a INiERKKi DETAIL H2 F]SIEPIOg b po• a OUIS�OSCORNSR 901� a PRODUDT REVISED plWng wI1M1 Ne Pl.dd. 6uil21vg GLEE NOA-Na 77.0920.06 NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR - 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, �.�`apN...... ",,, DEPENDING ON CONFIGURATION. UCENgE •.:_(�% W VINYL SLIDING GLASS DOOR NOA (LM) 10/OS/15 I'I ] * N.. 58705 U7. 1CORNER ASTRAGAL H0RI2. XSECT. %' J ROSOWSKI =p •:, O,o,• ;l IDP�7.'���, M"Al C2017PWINwsmMIN. 2 NO CHANGES THIS SHEET. '��.�0_`FPOR�OP,i N. NTS III 5OF 21 IAC MD-5570.0 OPTIONAL NON- STRUCTURAL ANCHORS FOR .t.' INTERIORPOCKET JAMB INTERIOR POCKETS MUST INCLUDE A NONSTRUCTURAL, FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER DETAIL 11 DETAIL 12 INTO M460NRY VRD M0.40W31' EDGE CONCRETE/CM y a PERANCHOR wle+loR TYP. ANCHOR TYPE, EMBEDMENT DISTANCE,:,: v et ya n AND EDGE DISTANCE PER i REQUIREMENT SUBSTRATE, SEE TABLE A, - .ITL//„� \ e I SHEET 1 & NOTE 3, BELOW INFILTRATION.1114•MAX. to POCKET BY OTHERS, SEE U NOTE BELOW. OPT. ANCHOR EMBEDMENT -... ... MENL'::t'.;•::� .. OPT. 114•MAX,� ANCHOR -�1 6ESFIOe TYP. ANCHOR TYPE, EMBEDMENT CONCRETEICMU THIS SHEET pt AND EDGE DISTANCE PER ♦ , EDGE PERANCHOR 14 yy SUBSTRATE, SEETABLE A, SHEET I w DISTANCE REQUIREMENT & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET I; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND^ THE METAL SUBSTRATE DETAIL 13 MO METAL EMBEDMENT - EMRRIIOR V EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEEI.1 & NOTE 3, BELOW ANCHOR i EMBEDMENTET PT. MAX. SFEBD NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND 15 TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR DOOR HEIGHTS 06"AND LESS: at q d FOR DOOR HEIGHTS OVER 86- EDG2X WOOD BUCKSTRIP OR I PRODUCT REVISED FRAMING, SEE ANCHOR s pomplpins M0 M. F1.11d. DISTANCE NoA-N. Eado NOTE 3, SHEET NDA-No. 17-0420.06 OPT. ANCHOR FapirpOOR Date 04/1412021 DETAIL 14 INTO WOOD l511lf � LYIVAI EXTERIOR POCKET 1�:'�..�SF.1 No. 68705 VINYLSLIDING GLASS DOOR NOA(LM) "g 10/05/15 1 P-HOOK EXAMPLES HORIZ XSECT S ROSOWSKI :� ��{{ /�r;r Off•,. srA4 of ";'•ty�: vc � NO CHANGES THIS SHEET. �8 04/05/17 '�Pg�•�:,ORtO?.•_;O\�: NTS 111 6OF 21 Design Pressure (DP) and Anchor quantities Required, (brall apfsowd configurstiors on Sheet 2) Use this table for. Glass Types 7, 1A, 3 Is 3A Astragal Reinforcement #29 LocksWe Reinforcement#25 w#26 Std, bdedook Reinfemement f Door Unit Helght St. 84" as - 68-15I16' OLD Height 72-15/16° OLD Height 84-15/1S' DLO Height Anchor CmW Anchor Gmup Awhcr Gmup AT B C TO A B C D A B C D Design PmssUe +60/-60PSf +60/-Wpsr +60/-5o Psr 19.118" HeadrSlll Ml I C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24' DLO Width Jamb P-hook 7 1 7 1 7 7 7 1 7 1 7 1 7 8 5 e 8 Design Pressure +62/.6Opsf +60/-Wpsf +60/-60 Psr 25-118' Heatl/Slll C3+1 C3+1 C3+t C3+1 C3+1 C3+1 C3+7 M+l C3+1 C3+1 C3+1 I M+I 30' DLO Width Jsmb 5 1 5 1 5 1 5 5 5 5 5 5 5 5 6 5 3 PJnok 7 7 1 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-sops/ +601.wpsr +SO/-60psr 31-118' HeaN3111 C3+1 C3+1 C3+1 C3+1 C3+1 C3N C3+i C3+1 C3+1 C3+1 C341 0+1 38° DLO Width Jamb 5 5 5 6 5 5 16 fi 5 fi 6 6 5 P4cok 7 7 7 7 7 7 7 7 8 8 8 e iDesign Pressure +60/.Wpsf +W140psr +60/-60psf 37-IIV Head5111 C3+1 m+l C3N C3+1 C3+1 C3+1 C3+1 M+i C3+1 C3+1 C3+1 C3+1 4Y DLO WidthP4wak Jamb 5 5 5 5 5 5 6 5 5 6 6 6 7 7 7 7 7 7 7 7 8 1 8 8 8 Design Pressure +W -60psf +60/-60psf +60/-BOpsr 43-1/8° HeaNSIII C3+2 C3N q+i C3+1 C3+2 C3+1 C3+1 C3+1 C6+2 C3+1 C3+1 C3+1 48' OLD Wldih Jamb 5 5 6 5 5 5 5 5 6 5 8 5 P4 k 7 7 1 7 7 7 7 7 6 8 8 8 `—USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 1 AND TABLE Bi DETERMINES THE WATER LIMITED (+) OP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF 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 & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW, SEE TABLE A, SHEET1 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 St. THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). ---------- TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK PERPENDICULAR TO THE GL.ASB.. TABLE Bt: Wat.,-U.Ited (+) Design Premllre SIII Mser Nam. Sill Height Max. (+) DP Allaysd Nos I 1.11118• I Bee Note2 42 1 2-112' 1 +38.7 psf 43 3112' +60.0 Psf 44 41/1C +80.0 psf 45 1 4-518' 1 +60.OPsf FIG 1: DOORASSEMBLIES INSTALLED WHERE THE w OVERHANG (OH) LENGTH IS s EQUAL TO OR GREATER THAN p THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 8.9116" DLO HEIGHT - DOOR HEIGHT - I1.1/16' PANEL HEIGHT =DOOR HEIGHT - 2-112" VINYL SLIDING GLASS DOOR NOA (LM) DP & ANCHOR QUANTITY TABLE 5 b• J ROSOWSKI NO CHANGES THIS SHEET. kJ 04/05/17 SGD5570� NTS) 70F21 1111 MD-5570.0 �$ A PRODUCT REVISED building Cad WIN the Flotlda .OA Nw 17-0420.e8 *: Ns. SIDE I HrllC C: Design Pressure (DIP) and Anchor Quantities Required, (for all epprosed configurations on Sheet 2) Use this table far. Door Unit Height Glass Types 2 or 4 80" 84° BS" 1o8' 120" 6e-15/18° DLO Height 72-1 Sf16" DLO Height 8a15/18° DLO Height 96-15116" DLO Height 108-15/16" DLO Height Astragal Reinforcement #29 AnchorGmup Anchor G,oup AnahorGmup Anchor Group AnchorGmup Lackstlle Relntomement#25 A B C 0 A I B C I D A 1 B 1 C I D A B I C D A B C 0 HD Imedock ReinWmement #2B Design Pmsswe +100/-100psf +700/-f00ps1 +1o0/-f00psr +801-65psI +60/-65psr 18.1/8' Heed/91ii C3 I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5N C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+7 C3+1 C311 C3+1 C3+ 24° DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 8 6 1 6 B 6 Width P-hook 7 7 7 ] 7 1 7 1 7 ] e 8 8 6 9 9 9 9 10 1 10 1 10 10 Design Presswe +100/-100psf +fool-100psr +1001400ps1 +60/55psf +BSI-B5psf 26.1fw Heedr6111 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 CSN Cg+1 C3+1 C3+1 C3+1 C3+1 CS+1 C3+1 C3+1 C3+1 30" OLD Jamb 5 5 6 5 5 1 5 8 5 6 5 7 5 B 8 8 8 6 6 6 6 Width p.ryppk 7 7 ] 7 7 7 7 7 e e 8 8 B B B B 70 10 10 10 M.1'. Pressure +100/400pef +100/-1oopsf +1001-100psf +W1.65pef +60145psf 31-1/8° HeaNSlll C5+2 C3+1 C5+1 C3+1 C5+2 C3+7 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 36" DLO Jamb 5 5 8 5 6 5 8 5- 5 5 7 5 B 6 6 6 6 6 B 6 Width Pamb 7 7 7 7 7 7 1 7 1 7 8 1 e 1 8 1 8 9 1 B B 9 10 10 70 10 Design Press= +100/-100psf +1001-100psf +IW/-f00par1 +60/-65psf +60/-65psf 30L0 HeaNSlll CS-2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C6+t C3+1 u 42" Jamb 5 5 7 5 6 5 7 5 5 5 B 6 8 e ti B e 8 7 6 Width Phoak 7 7 7 7 7 7 7 7 e' 8 B B B 9 B 1 9 10 10 10 10 E Desfgnpmhsw. +1001-100psf +1001-10opsf +92/-92ps/' +601-65psf +60/-55psf z 43-1/8' Head/Sill C5+2 C5+2 CS+2 C3+2 C5+2 C6+2 C5+2 C3+2 CS+2 C5+2 C5+2 CS+2 CB+2 C3+1 C5+2 C3+1 C6+2 C5+1 CS+2 C3+1 48' OLD Jamb 5 5 7 5 5 5 8 5 5 5 9 6 6 8 7 5 6 6 8 6 Width P-hook 7 7 7 7 7 7 8 e 8 8 e 9 B B 9 B 10 10 10 10 DeWlgn P2sswe +801-eopsf +80/-80psf +80/-Bopsf +60165psf +54.1158.7psf 49-11V HeaNSlll C5+2 03+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3♦2 W+2 C5+2 C5+2 C5+2 CS+2 05+2 C5+2 C5+2 54' DLO �� 5 6 8 5 6 5 7 5 5 5 8 5 fi 8 B 6 8 6 B 8 Width P-hook 7 7 7 7 7 7 7 1 8 8 8 6 9 9 9 1 9 .10 10 10 10 Design Prasswc +W/-Sopsf +801-80psf +80/50psf +59.1 /-64 par +49.6/53.7psf 55.1/6' H .,VS111 C5+3 C3+2 C5+3 11 C3+21 05+3 C3+2 I C6+3 C3+2 C6+3 C6+2 C5+3I C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 60' DLO Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 8 8 5 6 8 e e Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 8 9 9 10 10 10 70 +/-1uu.0 PSF TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE 82 DETERMINES THE WATER LIMITED (+) OF. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, ASILL 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 11-16 FOR ANCHOR LOCATION & SPACING GROUPS O, V & D. g�� ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM OF AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE 82, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS i EQUAL TO OR GREATERTHAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Waterilmited (+) Design Pressor. Soil Rear Norte Nom. SIII Height h11/1fi° Mal. (+) DP AIlovedl Bee N0te2 42 2-12' +387 psi 43 3112' +80.0 ps/ 44 41/i8' +80.0 psi 45 4SI8° N00.0 psf DLO WIDTH = NOM. PANEL WIDTH- 8-9/16" DLO HEIGHT = DOOR HEIGHT - 11 -1/16" PANEL HEIGHT =DOOR HEIGHT -2-1/2° VINYL SLIDING GLASS DOOR NOA (LM) III DP & ANCHOR QUANTITY TABLE 11Gj J ROSOWSKI lei NO CHANGES I M SHEET. JAE104105/171 NTSI�I 8OF21 PRODUCT REVISED as 6ulydtne eotlp mplyylng was the Fletlaa NOA-No. 17-0420.06 E:rplmtion Date 04H4/2021 * No. 56705 rSTA )1 F(ORIDP:' ONAL n r u I1I1rt EXAMPLE: 3-PANEL.3 TRACK, STRAIGHT CONFIGURATION-PXXX, PRAMEJAMBREQUIREO HEAD SPLICE INTERIOR MOUNT POCKET,48" X 84' MOM. PANELS, ®INTERIOR FDDKETa S. LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, ,UDL PROJECT DESIGN PRESSURE REQUIRED: +48.2IS8.6 PSF POCKET BY OTHERS. SEE NOTES, SHEETS I .1. EXTERIOR SPLICE NOTE: —INSTALL, L'✓ NONSTRUCTURAL ANCHORS MAY SHEETS BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF SPLICE OCCURS WTHIN A POCKET. SILL SPLICE NUO(. POCKETBY OTTERS; SEE NOT: S. SHEETS 96�v_ 4 INTERIOR 4 INTERIOR 12'MA%. 21.6" FRAMEJAMS SEE POCKET JAMB REOUIRSDO O.C. INTERIORSHEETS POCKETS SHTS MNON 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +40.21-58.6 AT A MOM. PANEL SIZE OF 4W X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS+BW-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY HSadlslu C3+2 ANCHOR IN GROUP A(SEE TABLE A). TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hwk1 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: r 'MAX. tv-11 HEAD(CLUSTER ANCHORS): SHEET I2 FOR THE"C3" CLUSTER ANCHORS AT opi. ANCHORTHE INTERLOCK/ASTRAGAL. TOAIDIN { HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE"+2 ANCHORS AT THE AMGNMENr I MIDSPAN OF EACH PANEL. P-HOOK JAMB BILL (CLUSTER ANCHORS): SHEET 11FORTHE-C3"CLUSTER ANCHORS AT ANCHORAGE ANCHORAGE TILL (NTWA. ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. R PRODUCT REFERENCES ALSO SEE: p-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL SHEET2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. CATIONS OF CROSS-SECTION DRAWINGS. SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN COMIGHTO2a9 PRTINNSTRIS,mc SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: NLIaD17rsRes6INED SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 1 N. TECHNOLOGYICE.FL4275 SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET3 N. VEMICE,F1800 RHEET 21 FORA BILL OF MATERIALS, P-HOOK: SHEET 6 RT DFFAmN ESM II`CENTERLINE CENTERLNE OF INTERLOCK Cr INTERLOCK CENTERLWE I— OFFANEL 2 26118' MAX. SHEET HEAD ANCHORAGE DETAILS PXXX(&TRACK) CENTERLINE OF INTERLOCK VE �CENTERLINE L f OFPANEL2 SHEET II ---- -...--_ .-•..V6HEST SILL ANCHORAGE DETAILS PXXX (3-TRACK) END PANEL ANCHOR EXCEPTION w DISTMOETO NEXTCLUSTER TO E2&aq O.C.OR LESS CENTERLINE OF ENO PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-3/e', OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA(LM) 141 10/0.5/1f STRAIGHT DOOR EXAMPLE m^ JROSOWSKI NO CHANGES THIS SHEET. A1 04/05/17 NTS 111 SOF21 loll MD-5570.0 BELOW FORADDITIONAL -.� B' MAX, EXTERIOR V INFORMATION. m MAX. EXTERIOR V PRODUCT REVISED plYIngg wltb INS p1pHCa ENI141m, G0 0 NOFN.. 17-0420.06 E.pintlon Dato 04M412021 ,A, No.58705 PE t-1ns•NOM. I Wt6' HS 'LASS 1f, mom" PVB Wt6'HS GLASS 3/16'/HE GLASS Wt6'HSGIAS9� 3116-ANNGLASS 75 m ,OSp•pyg .090'PVB .090'SG ]nB'AIR SPACE n m WWANNGLASS PAINTED/ 311WMGLASS PASNTED/ W18'HS GLA59 ?Hs'TGLASS PAINTED/ PAINTEW It LAMINATED LAMINATED LAMINATED �q eJ LAMINATED O at SURFACE S1 SURFACE eo at -- SURFACE SURFACE �T. qpP %tE E KKi I a E%iEPoOR I a OM EIOEROR PRO q I6'E%T�ERpR- i \I PROOq IS'E%iEWDR- I �I PRODUCT I$'E%TEL1pR- I ,1 PflOWCTIS'IX3IS I / \I GLAZEO'IFAeD0113 )/e'NOM. GLAZED-IFNHIIS 7/a'NW. GWE°IF NMI IS PS'NOM. GWPO•IF Aatd919 ]/G ES TOWMD9THE EXTERIO0.I D I GLASS TOWARDS THE EXTERIOR. I GLASS TOWARDS THE HMERDR GLAS$ TOwPTN4 THE EXTERIOR I GLASS SIZE I I SITE I I SITE I I SITE a XTEM, a w Ex,« I a N1 m a 6DER�o I WNOVCT IS'IMERIOH- I PROOUCTIS'INTERIOR- I PRODUCT IS 9NTERIO1- I PROWCTIS-INIERIOR- GLKED'WO"Im Ta GLAZED' IF as"i IS I rS GLAZED' IF vil"I IS 78 GIAZBVIFMffiSDIS I 70 TOWggpST1E INTFA100. i TOWAPOSTHE MIEWOR I TOWARDS THE INTERIOR I TOWARDS THE INTEROR H95HEE 6mNOTE2 69 SEEN.I SEENOTEZ SEENOIET TM99XEET THISSHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 'ANN'=ANNEALED 'HS' = HEAT STRENGTHENED T=TEMPERED � STRUCTURAL SIUCONE HOTWELT BUrYI. 1-1nE NOR 1-1I18'NOM� •PVB'=,090"TROSIFOLf) PVB INTERLAYER __..^^.^.. SRICONE II C\—'nc W16'HS GLASS WIC HS GLASS unM BY KURARAYAMERICA, INC. KODISPACE e 4SG TPS WITH DESICCANT KT.GIASS� SUPER ie SPACER®NXT- 6116-NW. SEAL DESICCANT ROLL -FORMED 1 FOAM STAINLESS STEEL EXT, GLASS EXT. GLASS INT. GLASS DURASEALO XL EDGE'° OSPACER T5 SPACER .0317PVB .ON'SG SG =.090 SENTRYGLASOINTERLAYER WIVHSGLASS 75 m XHTHSGLASS r0s BY KURARAY AMERICA, INC. WIWAIRSPACE TT m 7AVNRSPACE Tr m PRODUCT REVISED 311VTGLASS Wta'TGLASS scampiYIng with LLn FlN44a PAINTED! PAINTED/ BNII41nG COr10 m ea uMIRATED ea w INATRO N0".. 17.0420.06 LAM O SURFACE O SURFACE Expiration Oato O4114PdO21 E,(rFAIM . a F QR PROOUCTIS" TERIOR- I GlA2EG'IF kB1d31S O PRODOOTIS-EXTERpR- I AMM IS 7/8'NOM. GLZED'IF I \ O 7AV NOM. E, TOWARDS THE LTEflIDRI GLASS TOWARDS THE EXTERIORI GLASS I I SRE I SITE a aw(FRIOR I I PROOUCTIS'IN Rlo - PRODUCT IS INTERIOR- I EA GLAM17CF0824315 ( m OIAZEP IFa02d31S M O TOWAROSIHEINIEMOR I TOWARDSTHEINLERIOR kL SEE NOTE 2, eB SEENDTEE THSPoRET GLASS TYPE 3A TH�SH�r GLASS TYPE 4 NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 1010511E 2) PRODUCT MAY BE EITHER GLAZING DETAILS & JROSOWSKI INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE'HS'SURFACE o coP590xroz1n P6TNwsrPoEs, mn NO CHANGES THIS SHEET. a �104/05/17 OF A LAMINATED GLAZING UNIT IS ALLPoE"m PE°^*D ADHERED TO THE GLAZING LEG. 1070TECHNOLOGY DR $ �� N. VENICE, FL 34275 (941)480-1600 SGD-5570� NTS p S 10OF21 c0 MD-5570.0 A fAR.OFAVMIbAA in No. 98705 FE SILL CLUSTER ANCHORS LAYOUT: ASRUGAL OR IMERLOCK CEMEPLWf 4. EXT]E7RIOR V 2-TMCK0.09TER•G4 ANCNORL=WT ASTPAOALOR YfIFJiLOCK 4' CERIFfdII1E -+� 322" 3TMCKCWSTER I^S' . aNcxalLoanora MTWA OR j nRI V 4' +TMCKcwSIER •W AKKRLOG=W ARIRA0.LLOR N ER OCK CENTERLME 4. EXTERIOR 2-MCKCLcSTE - MICIIORLOCAMM MTMOALOR INTEPIDCK CENTERLINE 4' 10, STMCKCw9TER'CS ANLHJR LOCAmm AMMOALOR INRRLOCK CENIERLME 4• EXTERIOR 3.22" lmm cws • VMMORLOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" W23761 FOR ALL SILLS: IL I' �� �0 N. SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CEMERLM EMjflETRIOR 2-TMOKINTETUJEDKW --VANCNORLOGT PANEL CEMEHIII.E E%TERIOfl }TM MORLM MOM •.1•ANLl10R LOCAl10N li-A ORLOCATION PANE CEMERNNE 4' EMIE(1�RIOR 2-TRACK IMEIdJEDUTE •.YANCNDRIDIAM= PANEL CENTEISINE 4' E%TIERIOR 3.22" v 1TMCK INIERNEDAM • 2ANO LOCATIONS itl•,�Y:IEI:I- 4TMCKPNEANFDUTE YANCRORLO POM NOTES: 1) ALL DIMENSIONS,' 2)TRACK-TO-TRACK DISTANCE IS 2.375" FORALLSILLS: `�I.O HaeNBN N Jamb 5 P-hook ] DING GLASS DOOR NOA(LM) 10/0511F LOCATIONSA jS JRGSOWSKI GESTHISSHEET: ig D4/05/17 NTS 191 11 OF21 I9�1I MD-5570.0 17-0420.06 4' 4" ON MINIMUM ALLOWED. 9'. !T1 6i HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR ASR MOR INTERLOCK 4° INTERLOCK 4° CENIEPLINE CENTERLWE EXTEROR 3.22° MIPM P32V I� t-TRACKCLUSIER'R ID 2-TPAOCM=ER•C5' ANCHORLOCATKINC ANCHOR LOCATIONS }TPACKCLLISI ANCHOR LOUTIOITom S CEHTERLINE---j / 4• aTMCK=MER °CTANCHORLOCATOM ABTRAOAL OR INIEW.IX:K CENTERLINE 4, FMjEfl7RIOR +� 3.22° }TMOKCL S RCS ANCHOR LOCATIONS 0.SiR Oft PTTEROM—+— 4, CEMERIJW NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2,376° FOR ALL HEADS:DS: aT CKCWU 'Cfi-MCHORLOCATIOW HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENIERIINE 4' EKTERIOR 312• ID 2- M KINTERNMW 'v MCHORLOGMQM PANEL CEMIRRINE E%IIE�IWOR v 24PACKINIERMET U WANCHORLOCARON PMML PAN CENIERLWE CENTERLINE 4.75 EXTERIOR EXTERIOR f1 }TPACKINIEAAIEOIAIE rl }TRACK IMEWdE01ATf V • 1•ANCHORIACATON YPNLHORIDCATKIIB PANEL PANEL ][['/JB�{��µ�- CENTERLINE CEMEPIWE IL EXTEROR E%iERIOR aTRACK INTERMITMATE aTRACKwTERMEOwTE yr •N•ANCRORWCA ON ANCHOR LOCATIONS PANEL 4 CENTERLINE EXTERIOR 3.22" fl 2TMCKINI9WEOWlE 4TANCIpft LOGATpNS PANEL LfNTERUNE 4' EMERIOfl —^t 322" fl 3TPACKWTEMIEOWTE V • 3'AM]IORLOCATIOtb —322' aT MIMERNEDMV'r mORORwmmW NOTES: PK;WIESF£IRANToINEPWQAM°NErD 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. W TDaRDIATE RUR W A LOGTdR 2) TRACK -TO -TRACK DISTANCE IO-TRA 2.376' FOR ALLIIEADS: PRODUCT REVISED �ANJ y LyN qh' Hoodrsln 7 as compry1 with Me Flotl4a H Idim Cad b 7 NOR-RO. 17A420.08 P1 P.K lratloa Date 04/14/2021 _ T} No. 58705 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 nth ro4aa DORttot oA0'•. sTA1Po },.+ ANCHOR LOCATIONS B &' J ROSOWSKI "A S""40RIOP,. N NO CHANGES THIS SHEET. igD4/05117 '� �s/pNgL VNo NTS 111 12 OF 21 1921 MD-5570.0 P-HOOK ANCHORS LAYOUT: d m NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. � x Mnpoasm C3+•1 J2 5 P hook 7 JAMB ANCHORS LAYOUT, (PARTIAL VIEW): '2.375" 4.76" 21.6° 21.6" MAX. MAX. O.C. O.C. Er 8" 6° M. XX MAX 2-TRACK FRAME &ITRACK FRAME JAMB ANCHORS JAMB ANCHORS JAMB JAMB WEEP NOTCHES R END @ 1'X.500' (3)TRACK WEEP HOLES EVERY 2' Q 1.125" X.180`, (1) WEEP NOTCH EVERY 24° ®1.376° X .600" 21 .6' .W'MAXHeaNbJl . O.C. . EXTERIOR I P-hook q 1 7 NOTES 1) STANDARD AN�HOR LOCATIONS SHOWN. FOR 3 AND 4-TRAbK JAMBS, ANCHORS BELOCADIN CK REQLARTO ryM -TRACKJA E) STANCEY q 4-TRACK FRAME CONSTRAINTS. 10 CASE OF AN ODD JAMB ANCHORS NUMBEROFANC ORS, THE MAJORITY MAY BETOWARDTHE NTERIOR OR EXTERIOR. WEEP NOTCHES R END Pd 1' X.500" (6) TRACK WEEP HOLES \\ EVERY 24-@? 1.125-X.180'; (1) WEEP NOTCH EVERY 24-@ 1.37Y X.500' JAMS WEEP NOTCHES 1° PER 9VX . PEREND SILL EXTERIOR 10) TRACK WEEP HOLES J� 0. 1) WEEP NOTCH EVERY 24-Q 1.375°X.600' SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) -nr16 VINYL SLIDING GLASS DOOR NOA(LM) 1010511E ANCHOR LOCATIONS Cd; J ROSOWSKI ionrovon eorpua�wes.we dF NO CHANGES THIS SHEET. AM04/05/17 NTS EMI 13 OF 21[991 MD-5570.0 PRODUCT REVISED as pt NR with &. FIOM4a nal., �o4a HOAHIa. 17-D420.06 UCEN4F'+C��. R:` P * t No. 58705 ���'.• ST TE F (V %4`y. •. 7oaloa..� G��; a` "'iS',0NA,11v HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: um,ow LaCA.IpNs: 4 4° '](Ij 4 4' �l �j q. q. �[ q. �( o , HeENSiA 1 .mme s S1 MCK90•WPNQi EX�EFFRIIIOR EX�ET'R�IOR P-hmk 7 •CPANCNORLOCATONS 2:TRWWWRNEA IMEMOR STUCK WWRNFA E RIO (WENHERE'CTISSPEC61E0) (USEWHERE•CS'ISSPECIREO) •N. MCHORLOGTON9 'C9'ANCNORLOCATONS (USEWHHiE' MSPECIFlEC) F MEWHERETV0SPEC6IW)� II 4° 1TRACKSRWRNER Y.Pa ORL(=TOW (USE WHERE'CTIS SPECOED) arRACK W WRNER 'CC'AN EI GTONS (USE WNERE'CS' ISIS SPECIflED) 00° ll.tl IA 0 1 Jamb 6 P-hoak T 4' 1TRACK IN' WPNER 'C5'ANCHORLOGTb -(USEWHEA TWISSPECIREO) 1 M M X X 1 I STRACKWWPNER EXTERIOR 'G•A mmt.OGTONS (USE WHERE •CY IS MOREO) 4' 1[ 1 ..01 aTMCK W COP- "ItWOR E%iERIOR 'C6'RNCKORLOGT& [TTj aTMCKW TI0! FISEWHERE'C LSSPECRIfL) °G-An'CKORLOGTCR (USE WHERE'GY N 6PECff IEO) 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 9 OOP1A1 DISTANCE IS 2.375' ((-- 2.375'V2375. 107 FOR ALL HEADS AND SILLS: 11((Ltr` N. qe I STUCK�'W(UER TRIOR C0'ANCHORLOCATDIS JVL (US E INIQRE'CS IS SPECIFlED) N R H R I PRODUCCT REVISED bul..Z ire0 MN tee Mo44a Now .. 17-0420.06 eKptrauen onto 04/1412021 {P j O. SB705 A ml aIRACK00'WIYlER EXTERIOR T1NA11.0%, •Cfi'ANCWRLOGTI016 15 (CSE WHPftE• w -SM MD) A. LYNN Wt1P.TL PE P.ED 68 05 VINYL SLIOING GLASS DOOR NOA (LM) 10/05/16 9 ANCHOR LOCATIONS Dm J ROSOWSKI we NO CHANGES THIS SHEET. 1AA104i05il7 NTS1114 OF 21IdYlMD-5570.0OF 21IdYlMD-5570.0 HEAD 135' CORNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: E> ANf1mRl01'A,Kxi 135' 4°. 4' 4° 4' 4' 71tIm�� H66N6111 1 XTERIOR E ERICH �I, o .kIf10 6 �f'1y 3.22° 4. Ey/IF��R O$ 4 EX�E�RIIOR P-hook 7 2-TRACKISSCORNOR " 2-TNACK13VCORNFR 3-TMCK136•COMER V 2TRACKIWCORN01 V •G'ANCHORLOGDONS TVANCHORLOCATDNS .CTANWORLOCATC S TVANCHORLOCATKINS (USE WISAESYSSPEGFlFD) (USEYMERETFISSPECIFR:D) (USEWHERE•CTSSPECIRW) (USE W1@RE' VS SPECIFIED) 4' C�O!/%%/% 4' A\,j 4' 4' 4° PRODUCT REVISED as complYln6 ItM1 tM1e PloAtln 3-TRACK 135• WHOM 'WANCHORLOCATONS (NSEWHE TV6SPEC61EDI Immom_' EXTERIOR 4TRACKUWCORNER v ° ANCHOR LOCATIONS (USE WHiS%v3' ISSPECIFIED) 135 HeeNSlll Jamb I P-0Dok 7 EXRJLOR V $TRACK 135• CORNER TV ANCHOR LOCATIONS (WE WHE TF IS SPECIFIED) --\ e �;,& 4- 4' FJ(T�EI�RIOR EXT�ERLIOR 322' '/ 3.22" ' Y1MCK135COW ER &&TRACK 135-CORNER 'G•ANCHORLCCARONS TVANCHORLOCAHONS (USE WISRE•C3'IS SPEGFlED) NSEWHER Tw ISSFECIFIEDJ " bTRACKI]5"CORNER �7 6TRACK 135-WOMEN •G•ANCHORLOCARONS TCANCHORLOCAHONS INSE WHERE"CS 156PECIFEO) (USE WHEW -CT IS SPECRTED) 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-TU2.R37 DISTANCE IS 2.375° EV25'J2.376' FOR ALL HEADS AND SILLS: I �e A q. E% EP OR 3.22I 4TRACKUVCORNER TV ANCHOR LOCATIONS (09E WNERE'CS IS SPECIFIED) VINYL SLIDING GLASS L ANCHOR LOCATIONS NO CHANGES THIS SHE NTS NGA-No. 17-0420.06 EKplrauon Date 04/14/2021 * No. 58705 �- � '�Ais(��NALIENG`�\ ALYNNMALERPP. PF_ am I NOA(LM) A 10705715 €a JROSOWSKI SPLICE LOCATION 4" E%IE�TRIOR 3.22" V 2-TRACKSPUCE ANCHOR---_.-S (USE VMERETY IS SPECIFIED) SPLCE IOCARON 4.75' EXTERIOR 4" Il ANWORSPLICE V EWHERHOfl ISSPECNb (USE WMERE°C3'IS6PECIFIEO) 4.76" 0.TRACKSPUCE TVANCHORLOCADONS (USE WHERE T3- IS SPECIFIED) SPLIC LOCATIOn 4" EXTERIOR 3.22" 2-TRACKSPUCE TWANCHOR LOCATIONS (USE WHERE TV IS SPECIFlED) SPLICE LOCATION 4" ERIOR 3.22" EXT FI 3-TRACKSPUCE V C6°ANCHORLOCATIONS (USE WHERETW IS SFECIFIEDI I SPLICE---, > 4° 4TRACKSPUCE TVANOHORLOCATIONS (USE WHERE TV IS SPECIFlED) SPLICE OCATION 4' JP� -_ 'L-TRAGKEPLICE V (WE WHERETVIS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4" 3,22' (WE WHERE Ty IS SPEWED) 4dMCKSPUCE TWNCRE TT IS S RCR (USE WHERE'C3'IS SPECEPD) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 0. 3) TRACK -TO -TRACK ]Rp'C DISTANCE IS 2.S75° D.,,t2.375- FORDISALL HEADS IS 2.3 AND SILLS: f1DL�'- 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLICE LOCATION 4" EX ERIOR �L A=HOK SPLICE v E WHERE T lq SPECIFIED) (USE WHERE TV IS SPECIFIED) 4TPACKSPUCE TWANCHORLWATIONS (USE WHERE TV IS SPECIFIED) HeadlSill 1 Jemb 5 P-hauk 7 PRODUCT REVISED Be cempl W11K the Florida ell4lRp 8 NOA-Ne. 17.0420.06 OYLY h" y} j No, 63705 ' TE OFIt � N ;ONALIE�G. `� VINYL SLIDING GLASS DOOR NOA (LM) 10105/1: ANCHOR LOCATIONS F A' J ROSOWSKI NO CHANGES THIS SHEET. Ma04105117 SGD-55710fNTS1jj 16OF211£ MD-5570,0 �£A PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE SINGLE RMD LOCMTLE M MGAI. ASTRAO OUTSIDE BP ABTMGAL (WIDEN. MTMOAL OUTSIDE136- A GAL INSIDEIM' ABTMGAL INTIMLOCK OUT INTERLOCK IN STILE WI HANDLE B OUT BOX IN RECEIVER RECEIVER RfCENfR RECEIVER INTEWOROR EXT IORGI D s� NslwB K E F PP K L L TC TA TV TW OUT BINGLE NSINLOCK - 8 H P A C C SC SA SV SW LU IN OaKOVq RRKW ° S, RR R S S FC FD FV FW � B,IIE W J WCKBTLE D M WI HANDLE M�OUO WON ASTMGAL LR T U F. LL BOXDUT , OM BOIN M T U i � A CT CS CF ZRECF fR RE �R AT AS DF a TRAGAL AO "� VT VS VF flECEIVFA IN. 136- ASTRAGAL L Ate•. �/`/ / W�L V WF RECEIVER LEFT RIGHT PANEL PANEL STILE IS. STILE PANEL TYPE °F'SHOWN. PANEL NOTES' 1) SEE DP/ANCHOR TABLES 1 8 2, SHEETS 7-8 FOR PANEL SIZES 6 DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOTAVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FORALL PANEL CONFIGURATIONS IS 60°. 00p 1OR02017 1 T110USTRIE% 4) PANEL TYPE MAYBE EITHER EXTERIOR(STANDARD) OR INTERIOR GLAZED, BOTH - uL aHr TYPES QUALIFIED BYTHIS APPROVAL, SEE DETAILS SHEET 10. 1070 TECCHNNOLOGYOLOGY DR N VFNICF. Fl. 14275 SCREEN PANEL TYPES DOUBE C INTERLOCK�^^^�L P r MGAL MLOCKSRLE MRI-O iERLOCK JLOCOTLE ,--I ,-�' uw-iw•.tii STMWL SD SINGLE DOUBLE IMERLOGK MERLOCK DOUBLE DOUBLE A INTFaOa OCKSRLE UAST m y ..... OCMTUE OOURIEca� BNGM DS INIERLOCK I FAIACK VINYL SLIDING GLASS DOOR NOA (LM) PANELTYPES NO CHANGES THIS SHEET. SGD-6570191 NTS 1111 17 OF 21 77-0420.06 0D5115 No. 56705 WSK #RO ==vp*O".• �F •, /1 /057 Av .......e MD-5570.0 P.E. F.---5.875 �I 10.635-may 540 125 � .100 O If 6 0 930 1.812 g�G o u 1.601 .062 ❑.100 ❑ ��tyam ESCREW 02 TRACK HEAD/JAMB © 4TRACK SILL �COVER(PVC) OANCHORPLATE r8.250 -7 8.250-^1 7 1001.813 9� 1.681 03 TRACK HEADIJAMB ® 3 TRACK SILL (� 10.625 �-7 II1� 1�1 • 5276-�y O�O�Li 0 T 3 a 100 1.861 100 -1 dQ® nm = 5O 4 TRACK HEADIJAMB Q2 TRACKSILL 000 I-•2`'`2 919H .849 1.435 � f.062 US T OM RAIL SUPPORT @ OUTER SILL COVER � z91 r 061 762 .301 Q9 TRACKINSERT 9248 10 INTERLOCK CAP, EXTENDED POCKET 5.178 r 231 080 1.013 2.O617.100� 1 1 i .080 i 1 .060 13 SILL COVERTRACK 17 P-HOOK ADAPTOR Q8 P-HOOK 125 S40 .291 061 228 2.9tl.416 1 r2.141-1 L 3.000 ,lyt .500 I�2807 +IT •075 �f �a4w.0fi2 �_-p�_.062 ,329J 19 EKEEFERED ®O KEEPER 23 OVERMENT ® REINFORCEMENT ® FIXED PANEL CLIP ®pEEIITERCEMENT �1 1.6 00 r+- 1.625 1.595 r+- 1.595 �-�- .309 2.600 3.483 �..-.12b ,070 2833 2368 Q 768 .400 B 7682 0'25 .372 2.210 L .30D .110 L --"II'-'.iae .120 .182 .tzD F�-.1 az 2.291 .100 TOP, BOTTOM 6 TOP. BOTTOM ® AND STILE ® AND STILE REINFORCEMENT COMPOSITE REINFORCEMENT W REINFORCEMENT, IN ORCEMENT. �REINORCEMENT INTERLOCKADAPTER STANDARD HEAVY-DUTY 3.452 1.472 26 3.209 125 2.175 070 735•CORNER 135'CORNER ASTRAGAL PASSIVE MOUNT 3.326 .060 3.713 '090 .046��L. 1.500 3.247 1.170 - 1- -.229 f� ®EASTRAGAL CAP, OASTRAGAL CAP, OR ASTRAGAL EXTERIOR INTERIOR 2.511 r- 2.838 0 .080 P Q 2,p�.099 075 4.835 4.27100L16 INTERIOR JAMB COVE R .�e 1.875 PRODUCT REVISED 1 In It6 No FWId. INTERLOCK PANEL STILE, TOP gooze�a�ow ©ADAPTER ®ASTRAGAL ADD -ON ®AND BOTTOM RAIL NUA-N. 17-0420.06 E plmtlon Oat5�0411412021 I� 3.345 NOTES: 3.346 E919 060 7)SEESHEET4FOR SILL RISERS. SEE SHEET 20 085 .819 FOR SCREEN PARTS. F 8D-CORNER O ASTRAGAL CAP, 90-CORNER ®ASTRAGALCAP, 3)ALLDIMENSIONS IN INCHES. EXTERIOR INTERIOR �16 812.210 +Ir� .262� 173-rr1261 065J81 .062 �I�LL 1.2I81 1.2811361 ® SQUARE BEAD BEVELED BEAD W BEVELED BEAD ® OGEE BEAD 0 00E BEADCo�N+a�a�a�l Po�SIRI VINYL SLIDING GLASS DOOR NOA (LM) EXTRUSIONS NO CHANGES THIS SHEET. NTS I!I 180F 21 No. 66]0S 1O/05"S *_ J ROSOWSKI IALtELL��� .-inn 26 n ALVNN4ILLFA,PE i) INSTALL 2) INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB (4)CLIPANCHOR CLIP INTO &SUBSTRATE, ATTACHMENT ASSEMBLY TYPE AS USED PANEL o USING INSTALL ONE BLOCK AT ey HEADER 1TJ1 N INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK I l TABLE A. SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTALL ° TABLEI ONEBLOCKTHAT " 1.6. SMS / SPANS BOTH PANELS. °D 13)S S O � d =� QFIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE (2)lw &PANEL' MIDSPAN OF EACH FIXED 85 X2-1/4'SMS CLIP PANEL -TO -FRAME JAMB LOCATION. SMS t 21 BAR COVER \\ X 2' SMS es n REINF. BAR a, #8Xas X SMS ` KEEPER1a (4)THPUBEEE H T19 )b RUKEEE 6HEET 1) d JAMB TO KEEPER TO JAMB SILLASSEMBLY \\\ _ e ATTACHMENT f LOCKING JAMB t5 PRODUCT REVISED REINFORCEMENT PLATE p,m wl/hNePlodda ❑o aW,<t�D�� ATTACHWITH98X1-1/4' 4-PANEL, 2-TRACK - KEEPER le �} Rap-Ne. 17-0420.06 0.p 10p MAXO.C. OXXX SHOWN Eapinm.Dam04114/2021 ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS No 7III INTERIOR )TES EXTERIOR DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS, SEE SHEETS 11-16 FOR ANCHOR LOCATION 8 SPACING. SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. CONTINUOUS ANCHOR PLATE, ITEM 08. IS REQUIRED ATALL FRAME ANCHOR LOCATIONS. JAI VINYL SLIDING GLASS ODOR NOA(LM) $'10)05/if ACCESSORIES INSTALLATION% J ROSOWSKI T. �.�.A.ra.eaon xnxousmn.mc CORRECTED06 kAl 04/05/17 NTS ICI 19OF21 1991 MD-5570.0 *.' ND. 3870E BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: 0 01 m 3 6 ❑n IN IN 121 133 12. L� 129 ILIC N9 111 t(A HB HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE IN . EXAMPLE y t@ 111 32 131 El n ut 1x 1 3 s Hs tta 1 3 s HORIZONTAL SECTION EXAMPLE W 112 D ID1 mz HORIZO0 LSECTION 11r 1.081 -Imo."'-1.081 EXAMPLE Nlx 1.202-1-•�y� t 778 1..055 875 .045 r- .875 2I�wY'"' 1.020 r—--'SCRE N +4G GREEN SC r � 1m FR ME 1Rt SIOEFAIL, 1x ASTRAGAL REEN O 1.1.999933 1.8T062 993 RAIL LATCH ADAPTER _ .062-II-�.062 PRODUCT REVISED BOXSCREEN 100 0BOX SCREEN BOX SCREEN • omlb wR mo FWd. BOTTOM RAIL IDE RAIL 146 17.0420.u6TOPRAIL r—.725 NOA-No 765 � .6IIpl.tic. Gae 0411412021 tx 7823 7�— 040 BY 1.020-�I r- 1.6931.373 r+- txa i.OB2la 1ya SCREEN VINYL 111 FRAME SILL 083 ASTRAGAL SCREEN 872 .0552 � e1833 13ADAPTER ADO-0N L .082 4 I+•372 10J BOX 1w BOX 105BOXSCREEN 6a® OSCREEN OSCR95N OOXO INTERLOCK SNAP -ON ASTRAGAL VERTICALSECTION BUG FLAP ADAPTER ttttttl VERTICAL SECTION �.��G1AY EXAMPLE EXAMPLE NOTES: � 1.306 1)ALLDIMENSIONS IN INCHES. +11487 1.343 055 I� 1.487 ` .DSD~ 1.510 - VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 pp .080 d SCREEN DETAILS &' JROSOWSKI BOX SCREEN OX SCREEN BOX SCREEN HEAD o 8 �,p', STA OF TOE 10B ASTRAGAL 10}SILLADD-ON 108 AND JAMB ADD-CN mmnNxro2°1/rmxau�mEgmc d� NO CHANGES THIS SHEET. ��8 04105/17 NL RIGMSPF�Nm ADAPTER 1070 TECHNOLOGY DR�NgLtEN1t` N. VENICE, FL 34275 (941)-480-1600 aGD-5570 NTS 200E 21 0 $ MD-6570.I A ALYNN MILLER P.E S CEAT..FAl- Figim P.E9 Wn #" V. Part9 Deswipuim Material I ig001 2-Pack HeeNJamb Rigid PVC 2 19002 2-Tmck SIII RgId PVC 3 JW26 3Pack HeedJamb RgId PVC 4 18D25 3Rack SDI Rgid PVC 6 190Z7 4-Track HeaNJamb Raid PVC 6 19028 4Tmck SW Fight PVC 7 ISOM Forme Scren Cow PogId PVC B 19031 Anchor Plate 61) 3MANm, 9 19OD7 Track Intent 0063-76AIdm. 10 1M64 mtadaek Cap -Extended Pmkat Rgid PVC 11 IN36 Bdtan Rail Su)pwi 600,1FAlan, 12 1SI106A Oder Sol Caxer 6069-T6 Alma 13 19011 SIR Track Cater Rgid PVC 17 19032 Polak Adapter 60631BAlum. 16 19020 P-HO k 6o63T6Alum. 13 I9047M Extended Keeper fi0B3Te Alum. 20 19029M Karl 8083TBAtum. 21 19014 Reinforcement BWCaW Rod PVC 22 tSOW Reinforeement Ber 6006TSM. 23 1S037M Fixed Pand alp 6064TB Ahoru 24 ISO35M Rdnforcament Plate 8()3TBAlum. 26 10017M Top Roll, Bottom Roll andlackaNa Reinforcement 600575 Ahan. 26 19048 empafle 27 tW18M Inledock.300Reinfomement•Std. 6005.T Alum. 28 78013M Immuck.400 Rolmorcement, HD 80DS15ANm. 29 19019M AaUegal Rdrloreemea 600ST6 Al. 30 19083 Extended Pocky laorlak Adaptor RUMBA. S1 18005 Interlock Adaptor Paid PVC 32 1SON Minimal Addsn Raid PVC 33 19004 Panel Stile, ToplBolmm Ra Rgld PVC 34 IM40 Wader Jamb Corer bli.M8Alum. 96 19076 136' Carver Astre9el 6063IS Alum. 36 1S077 735' Corner PSUOgalPouke Mount 60BT-TB Alum. 37 IB079 735' Comer Achagal OaP- EL Raid PVC 3B 19D80 13VOomerAdor9aICOP•ht Raid PVC 39 1W78 BO'Caner Aatregal 8003-TB AMm. 40 i9081 9P Camor Astreg# Cap- Ed. Mg PVC PVC 41 19082 90- Comer A+iregel CP-kd. Rgld PVC # Pantie Material 42 MIS SIR Raw -(24/T) 60B3-T6 Afum. 43 19022A SIR Poll6063T8 Alum. 44 19023A Sit Shaer(41/10) "O T6 Alum. 46 19024A SIR Hsu -(4-518") B060-iB Alum. 60 71SS00W .187" x.320" Faced(800) 51 71696K 1-VT x 1' x We FYI Sul Du+t Phg 62 T1698 Dust Plug 60 419D41 Interlock Gip Cover PVC 61 78163X Tandem Roller Assembly SS 02 78163N Tandem pallor Assembly Nylon 63 7BX76FPTX #B x SR Ph. FH SMS ® Faller a Red SS 64 41M42 Forme Header Black NYIm (IS 4B➢62 PoOor Al. Hde Plug PVC 88 44355 4Hole Bumps Stop PVC a Mtll4FPTX #6x 1.WPh. FH SMS@Bumper Stop BS Be 716963 SIII Plug PVC 89 78166X Gemini Marine Lack W/Ic19 Tam Plata Stil 70 71032)dFPFX 10-32x V Ph-FH MS®Lack SS 71 tadss Honda Rt Cook Mac 72 19054 fntwlak Realm COP t'IYlon 76 KameradinD 4SG TPS Spacer System Shoal 78 Cmmax Super Spaces n)(fx1N Hd"Bu l See tow 77 Dinner DureaeN Materials 78 Calmat XL Edge Spacer 78 Day Coming 096 orGE-7700 Backbeddng Stacone 60 ISM 7/16°Square Bead RIaid PVC 81 7/16"Saded Bead Right PVC 02 19041 1-1/10'Baaad Bind Plaid PVC 83 10045 1-V18'Ogse Bead Rigid PVC 04 19018 1 18H6"Ogea beat Rgid PVC 85 71726K Isiffing BIak la 4"x lilt "an+/-5 dum. Neoprene 88 71726K Isefting Block 1"x 4x 1/10, 85+1.5 cum, Neoprene 90 7BIPSTX nAx 1-Ph. PH SMS ®Formal Assembly SS 81 76X114PHPT4iDX #B x 1.1/4' Ph. PH SMS OR Raid Bar SS 92 7lompliP7168X #10 x T Ph. PH SMS ® Rol Support SS S3 710XI15-PP X #10 x 1-OT Ph. PH SMS ® Fra Paul. Clp SS 94 710>M6PHPT18-BX #10 x 2-VT Ph. PH SMS C Reint PlateMst. I 05 71420)226FPFX #12x 21/4" Ph, PH SMS ®Her. Slock SS ee 71 W.76PPX #10 x 1.3/4" Ph. FH SMS ® Ast. Marti SS 07 710X34PPX #tO x v,, Ph. PH 6M6 ® Ext. Pkt. kit. SS 98 710)2PPX AM x T Ph. FH SMS ® Keeper SS # fault If Descrpton Matedal 100 12256 Beer Scroll TOP R+il 6OS37r6AJ 101 12257 Box Be. Bottom Rall OD63 T6 Al 102 12M Box Scrwn Side Rail BOBS T6 Al IRS 61428 Box Screen lntedock 6083 TO 104 17347A Box Screen Snaps Bug Flap 608378 AI 105 64345 Sm Scram OXD Astragal Adaptor ltxx;O BAl 108 17349 So Screen Asbagel Adapter 1606375A 107 to= Box Screen Frame SIR Adds SOS3Te Al IDS I Ilia Screen Heed/Jamb Addon 6083 TB AI 109 72DXiX #1420 x T' MS ® TOP Roll SS 110 72OX112X #1420x 1.11TMS@EWM Pail S6 1'11 777830 WaIP•.770"x .150'-Fn Seel 112 8 Vyap..7BT x .SW ® Bug Flap I 113 7SRAZ Sherlund Railer Nyim 114 7SRAX HD Roner SS 116 xadu Screen Locking Hardnam Sled 116 419053 Screen Keeper Steel 117 7MPPA 148x 1" Ph. PH SMS Steat 718 i6B219/4 Screen Spline-.7W"B.tET YnYI 118 1B18C20 Screen Co61 IFlbemlu+ TABLE E: STANDARD SCREEN 0 Part# Description Material 120 12033 Screen Fmme Roll ('063 T5 AI 121 120M Screen Frame - Side Roll (Lath) MIS T5 At M 17363 Small OXD Aatregal Adapter 600 TS At 123 4853K Screen Vinyl A+trand Mepler Rpd PVC 124 IM128 Frame SID Screen Addan S083 lu AI 125 6FP9sK Bug R.P. 65+/.5Ore. Vinyl 126 7BX112PBA73 #8 x 1-1R" Ph. PH SM6 (Ace mbly) SS 127 712027 Comer Key Wheal A ... mNY (Stimuli Ion 128 712027SS Corner Key Wheel Aeeambly(NO) I65 129 valet Screen LacMng Hardware Steel 130 710)GIPPSDkK MO x W4' Ph. PH SFAS® Scmen Mt. SS 137 78K12PPSM6X p8 x 1/T PR PH SMS ®OarAal: SS 132 189&14 Screan6pune-.1w VInYI 133 1816C20 Screen❑ah Fbegleea YL SLIDING GLASS DOOR NOA(LM) 191 10/05/16 ITS LIST P1 J ROSOWSKI CHANGES THIS SHEET. iM 04/05/17 PRODUCT orida \```xtttiY LYy eunaamBP ia� SON . Niy NPA�to. 17-0420.06 "� : •' VCENSS 15,drart+n Oat 1412021 fah : No. 58705 NOTES: luru ieamrvIMA5n - •••• - 1) ITEMS #14-16,46119.6359, 73,74&87-69& 99 ARE NOT USED AND ARE N. VENICE, FL 34275 gLYNNMRLE6PE NOT PART OF THIS APPROVAL. (947}48D-1600 SGD.5570INTS 221 OF21 g� MD-5570.0 �A P.e.ase7os am