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HomeMy WebLinkAboutNOAMI DADS 8111NE® MIA BY MIAMI-DARE COUNTY BE St L pAg, , PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY A RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 AHD (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 "SH-5500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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# 16-0714.03 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.17-0630.05 Expiration Date: July 30, 2020 Y11/20//7 ApprovalDate: November30,2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519. 05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTT"' spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511, Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.05 Manuel $er P.E. x Product Contra j a finer NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511, Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTFIERS 1. Notice of Acceptance No.16-0714.03, issued to PGT Industries, Inc. for their Series 115500" PVC Single Hung Window - L.M.I. approved on OS/18/16 and firing on 07/30/20. Man ere „P.E. Product Con rol E miner NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANONOMGE 21-518' --I ANCHORAGEEXAMPLE DESIGN PRESSURE RATING ISIPACT NATINU FXAMPLEFOR 2SI3'MAX. O.C. SA-MAKBUCKWIDTH ..J MAX. O.C. FORARCH-T� VARIES PER REINFORCEMENT LAAGE&SMALLMISSIIE RAD�TOP 12•MAK.FROM 30. IYMA)C / / mNHEADDOW(TYpES)FA11 LEVEL. SEE SHEETS 6] IMPACT RESISTANT fORALL FRAME SEAM B, BEE . '{MAX O.C.-~ I 1 /--+..--{{{ Sz-,/8'MAX BUCK WIDTH III YAI TVFE^7 // � SHEETS l ,0'MAXFROM I EEE 3HEET5 1-1/d• J A" -'T'T 11'MAJL FRAME SEAM D. SEE Ir F 889 B. SEE -.- 30•MAX. O.C. -" —12•MAX SNEEl3i FDMD VISIBLE SHEET4 SHEET3� UONTYMTH B.SEE --�- '�L�.---12'MAX. C. SEE-T� 30• MAX D.C. A3EE - I 70.C. MAX. FIXED SHEETS l SHEETA� I SHEETS{ II SEEr EQUALLY I LIGHT T SHEET3+ / 12'MAX. II /SPACED LIGHT '1l-]fB'MPX O.C. EQUALLY II ANCHORS PER HEIGHT �_ EQUALLY 1'!-]/8'MAX. O.C. I SPACED 1� TABES9.11 B1.]8' SPACED ANCHORS PER II / MAX ANCHORS PER O II / 6T G / BULK TABLES0.11 D G BUCK TABLESa1, 1, MAX. I HEIGHT SHOWN _ - MAX -r HEIGHT 10'MAX. O.C. HEIGHT X /� BUCK A( 1.TA X f0`AAX. O.C. HBum EIGHT X I Q 10`MAXO.C. X i 4 I -I ZJ Mom) L Q -1r t---- I / }MA'MA O.C. 1 SASH 1�MA)CO.C. EQUALLY MAK O.O. EQUALLY SPACED L--- SEE 7j I L— }1 EQUALLYSPACID I � I SPACED //'///j'LGIHT I ANCHORSPER �. � SHEETS J / C MCHDI ER I A 1 pNTAASUISHORS 11 I % HEIGHT A l TABLEsaH 1 A 68B TABLES 5.1 { 1 .MwMAX. 61fl LMK I 1NOANCN0 SAT LL `y� D�--J 1-1/S -�{� SEE SLLWEE NOANCHORSATSILL \.. NOANCHORSATSILL B�Y—� -"11 BEE510.WELT'- SEE3ILLWEER I NOTCH BEFALL B J �` SLESILL WEEP- B. SASH VISIBLE 54'MAXBUCK WIDTH NOTCH MALS. 54'MAX.BUCKWDTH \LNOTCHDETAILS, LIGHT WIDTH NOTCH OVAIU, SHEETS SHEET< SHEETS SHEETS ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN ORCONFIGUR FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH D THROUGUAL H CONFIGURATION SHOWN WITH EQUAL -CITE CONFIGURATION SHOWN WI7HORIELIPROVIEWCONFIGURATION FOR cusr bM EOGHT BEETN�FI ESRA;ON UPTD IBM TH OUG� �E N�ANFIGl11RATONS) RAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW _ PRODUCTHAS BEEN DESIGNED STESTED TO OOMPLYWITHTHE REQUIREMENTS OF THE FLORIOABUILDING COOS, WCLUOINGTHE MDHVELOCRYHURPJUTE( )MUSTT ELEVATIONS .�S........................ ......... 1 ITEM ARE NOT RECUIRED WHEN USED IN WN0. ORNE DEBRIS REGIONS FOR INSULATED GLASS INSTALLATIONS ABOVE W'IN THE HVHLTME OUTBOARD LTIE (CAP)MUSTTEMPERED. MASONRYAPPLICATIONS IN MIAMLOAOE COUNTY. USE ONLY MIAMI-BADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN AWE, FRAME. GLASS FLANGE BREOPTO S---... 3 :80 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. INSTALIATON-INTEGRAL FIN &J CHANNEL- A NOOD BUCKS LESS THAN I-1IT THICK ARE TO BE CONSIDERED 1X INSTALLAYON5. 1: MODBUCKSSECUREARE TO R PRIS INSTALLED LOADS T THE STRUCTURE. MOD GLAZING DETAILS ...._...._...................................5 ,TIED AS 2X ARE 1-1! THICK OR GREATER IX AND 2X BUCKS(MEN USED) SHALL BE DEBIGNED AND SECURED TO PROPERLY LOADSTOTHE STRUCTURE. WOOD BUCK DESIGN DESIGNPRESSURES..-._...-._.-.-__..-._..._.. S] JSTAULATION IS THE RESPONSIBILITY OF THE ENGINEER, (EON) OR ARCHITECT OF RECORD, (AOR) ANCHOR QUANTITIES- ..................................-... 9-10 TOR EMBEDMENT TO BlSE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCOO. USE ANCHORS OF SUFFICIENT LENGTHOTHERS AD ISBEREND WE CGM. OFTHESE INSTRUCTIONS. EXTRUSION PROFILES .._............... -.....-..-11 LD BE SEALED. OVERALL SEPLINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY HIMS ANDISBEYONDTHE RINGAPFTHESEASTRUCRONS. ASSEMBLY& PARTS LIST ................................. 12.13 WUL SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSHTOTHE SUBSTRATE. USES GLPABE OFTRANSFERRINGAPPUED LOADS. GN PRESSURES: CODESl STANDARDS USED: SATINS DESIGN LOADS BASED ON STRUCTURAL S CYCETESTING AND GLASS PER ASTM E130D. •'01] FLORIOA BUIIDWG CODE (FBC), 6M EDITION _.-...- ............ _...................rn nu we]FR TFSTPRESSURE. ST LMRAL& CYCLE TESTING AND GLASS PERASTM E1300. "ODE FLORIOA BUILDING CODE (FBC), 5TH EDITION ))METAL SUBSTRATE TO MEET MIN. STHENO 101 REFERENCES: TEST REFORTS M-7969 5 SHADES OF CAP COATED PVC EXTRUSION I,)A,pUCABE EDRESS REQUIREMENTS TO USER INSTRUCTIONS: NOTE:DESIGNPRESSURER PNODETERMINATIONISTHESAMEPROCESBFORALLFRAMETYPES(J-CWWNELFLANGE. INTEGRAL FIN OR EQUAL LEGISOX). �RESSURE.THE3313%STRESS INCREAS I%`ERTBEEN ANCHORSTHATCOME11 CONTACT WITH OTHER •ANSUAFBPA NOS2015 FOR WOOD CONSTFLUCTION •MSS EMD4F&PAN9 MODUCTREVISED -ALUMINUM DESIGN MANUAL. ADM-2015 a�mpil{IgwitA Ur FlaidA AEWEDBYTHEAUTHORRYMMNGJURISDICTION. DON MD DOOR PROFILES, LTD WHITES BRONZEILIGNIFA •AIGI5100-02 •ASC 36G10 SWUM, Cd nacpe¢o- 17- D'O� LL` ONY LYNNMi �''� F Wam UPDATED TO FBC 2017. - JR - M vi �GsE'';ll�L9 N eHAun 05/06/17 - *: No.58705 *- v TION GENERAL NO;NTS;1�017 Om•n By J ROSOWSKI 1Q]oTEC11NOLOGYI3RIVE I�• �_ 05 %c6y;'••`..a+!.... ��' (801 61W° SINGLE HUNGTALLATION - LM 05/15/15 PRrvmunBP�eRDPc DmMv Na Rw B �SIONAIL111EC.1`\ A LYHN I.IIr caps. -��� SH550D 13 MD-SH5500-01 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEGIBOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRANS ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONMETEKII BULKSTRIP INTO CONLRETEICMU. OPTION EDGE DISTANCE SEE NOTE 2. THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT 1/4'MAX SHIM FRAMEIWOMMOD 16 tla•MAXSHUI FRAME OR BUCKSTRIP. T SASH VISIBLE L� 17 EDGE SEENOTE2,THISSHEET. EMBEDMENT f is LIGlRWIDTH (- 1 EDGE 0 DISTANCE FLANGE FRAME �1 DISTANCE — SHOWN 44 BNANCE TYPE VARIES TYP. ANCHOR TYPE, EiWMAXSHIM TYP.ANCHORTYPE. 42 V IS H 54 0 EMBEDMENT EMBEDMENTAND SO ANDEDGE TYP.ANCHORT/PE, EDGE 2 EMBEDMENT AND EDGE 31 • DISTANCE PER DISTANCE PER EDGE SUBSTRATE. DISTANCE PER SUBSTRATE, SUBSTRATE, IT�,\�pT'II f DISTANCE SEETABUE2. SEETABLE2.SHEET2. SEETABLE2,SHEETZ EXTERIOR 87 L\\ 18 1V\\\ 1n I, SHEET2 e FIXED VISIBLE 4 J_ FIXED 19 20 OPT. SASHTOP FLANGE Z LIGHTWIOTH _LEGIBOX NSIBLE LIFT RAIL FRAME LIGHT NOTES: SHOWN I� BULK WIDTH FRAME HEIGHT _ FORAu WIN 3O HORIZONTAL SECTION A -A sllowN IIBUCK HEIGHT 1 ANCHOR ®3S5' FROM END AND AT 1)USE ONLY CENTER. SUBBTMTE-APPROPRIATE ANCHORS LISTED ON TABLE 2, FORWINOOWS BHEET 2. FOLLOWEMBEDMENTAND OVER36•YAOE: EDGEDISTANCEUMITS.ANY ADDAODRIONAI. INSTALLATION OPTION SHOWN MAY ScREWS ®183R' SCR BE USED ON ANY SIDE OF THE BAD. WINOOW. FOORmom RWIWINDOWS WITH BOTTOMLOCKS: 2)MASONRYANCHORBMAYBE ACDADD@S- USED INTOWOODASPERTABLE2. SCREEN®&3'B' LLMO SHEET2 AODBUCKSLESS FROM ENO. THAN i- In' THICK ME TO BE DARE APPROVED MUWON. FED COMPUANTALUMIF MAY BE VERTICAL OR HORIZONTAL SEE SIIBSTM 1H•MAX. SHIM 1 0100R RI2 STEEL U V EXTERIOR SASH VISIBLE UGIR HEIGHT CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNRISINSTALLEDDIRECTLYTO SUBICTEDA WWRE1-IX DEPICTEDASWOMBUCKSTHILK 86 y L 16 USE EITHER OR GREATER. IXAND 2X BUCKS T 65 86 LATCH OR BOTTOM LOCK. (EHEN USED) SHALL BE DESIGNED TO PROPERLYTMNSFER LOADSTO FLANGE 81 St 'TESTED UNIT LOCATION: S50 THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE FRAME SHOWN FROM SASH ENO. RESPONSIBIUTY OFTHE ENGINEER 80 OR ARCHITECT CFRELORD. 3)ESIBLEUGHT%MDTHORHEIGKT INSTALLATION HH (ALSO REFERRED TO AS DAYLIGHT OPTION 4 67 OPENING)ISMEASUREDFROM ANCHOREDTHROUGH Mfl r 1/4•MAX SHIM BEADINGTOBEADING. .11111111//.. FRAME INTO METAL FRAME SHOWN NO S �14:' VDENSF'•. C��:: NEEPHoUE REQUIRED IN VISIBLE LIGHT FORMULAS - N0.58705 *' •: 25T FROM EACH END. K .. - o . • .• FLANGEOR EOUAL4 o FRAME SILLS WIDTH= @SASH: BUCK WIDTH-61R' ' ��' 1 •m, • ®FIXEDUTE:BUCKWDTH-4 W �%10 % SO'�CA 10 N. HEIGHT(EWAL-UTE) 'i�lCs'•.ORLD1;.. G\C�� (y VERTICAL SECTION B-B BUCKHEK34iM-315H6• 'os/ONAL ////nnlnllt A.LYNNUUMPE. 11C•MAX SHIM QUA" E FMME F SHOWN LEI/-/ E% ERIOR INSTALLATION fT V OPTION 4 ANCHORED THROUGH FRAME INTO METAL & EQUAL-LEGIBOX FRAMES J ROSOWSKI Dale: HUNG WINDOW INSTALLATION-LM 05/15115 Sxb: Suet WeM^P Ne. R.v. 1500 NTS 3 OF 13 MD-SH55OD-01 I B INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 EMBEDMENT ANCHORED THROUGH INTEGRAL IF EMBEDMENT - FIN INT02X WOOD FRAME OR BUCK. STRIP. SEE NOTE ZTHIS EDGE DISTANCE SHEET. FF TYP. ANCHORTYPE, JCHNMEL EMSEDMENTANDEDGE FRMIIE In SHOWN _ DISTANCE PER SUBSTRATE. SEE TABLE 2. SHEET 2. FIXED MSIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR a INTEGI A FIN FRAME SHOWN INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INT02X WOOD FRAME OR SUCKSTRIP. BEE NOTE 2, THIS SHEET. Ur MAX SHIM INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL RN INTO2X NH)00 FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. IMMAKSHIM —4 Ir EDGE DISTANCE (SCREWSHOYM) I - ar E9 Q EMBEDMENT L,/4•MA%SHIM T.. 92 WRHSASH I TYP.ANCNORTYPE, EDGE msruxE WEIGHT 64 30 31 DISTMCEMBEDIVENTAFIDBSGE TR DISTANCE PER SUBSTRATE, ,— (ESE` ABLOE�)BHEEf 2. EXTERIOR BT fl IRA AN PE, EMBEDMENT OB EMBEOME oI V 3 FIN FIN DISTANCE PER SU -1 FULEDVISIBLE FRAME SEE 3. SHEESTRATE. 3,SHEET 2. LIFT.SASHTOP JLHANNEL 1 UOMT WiDTN SHOWN AI-SHTABU (NAIL SHOWN) LIFE RAIL FRAME FORAIJ.YMDOWS: NOTES: SHOWN 1 ANCHOR®3S6' BULK W DTH FROMENDANDAT 1)USE ONLY HORIZONTAL SECTION C-C CENTER SUBSTRATE-APPROPRATE FORWINDONS ANCHORSUSTEDONTABM52&3 OVER36•WIDE: OFSHEET2.FOLLOWEMBEDMENT 11PMAX. DADS APPROVED MULLON. FBC COMPLIANT'ALUMINUMSTEEL FRAMING OR STEEL STUD. AUDADDITIONAL AND EDGE DISTANCE LIMBS.ANY SHIM MAYBE VERTCAL OR HORIZONTAL SEE SUBSTRATE PROPERTOS,TABLES 2&3.SHEET2- SCREWS @I6-MB• INSTALLATIONOPTIONSHOYMMAY J 35 FROM END. BE USED ON ANY SIDE OF THE WINDOW. FOR WINDOWS WNH 16 BOTTOM LOCKS: ADD ADDITIONAL 2)MASONRYANCHORSMAYBE SLREWSaBaS• USED INTO WOOD AS PER TABLE 2. FROM END. SNEET2ALL WOOD BACKS LESS THAN 14+ THICK ME TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS AREOPDONAL IF USE EITHER UMTISINSTALLEDDIRECTLYTO LATCH(SHONM) SUBSTRATE. WOOD BUCKS DEPICFED AB 2J(ARE+-1?THICK +16 OR BOTTOM OR GREATER. IX AND ZK BUCKS 65 / LOCK(SHEET 3). TESTED UNIT WHEN USED) SHABE DESIGNED KLL Q 0 LOCATION:&SR• TO PROPERLY TRANSFER LOADS TOTHE STRUCTURE.WOOD BUCK FROM SASH END. DESIGN AND INSTALLATION ISTHE RESPONSIBILRYOFTIEENGINEER INTEORALFM NO/WCHORS ORARCHRECTOFRECORD. FRAMESHOWN REQUIRED IN FRAME SRISIFANCHORMG 3) WSIBLE LIGHT VADTi OR HEIGHT INSTALLATION THROUGHFRAME. (ALSOREFERREDTOASDAYIJGHT OPTION? 114- OPENING)ISMS/SUREDFROM pNCHOREO TN rcu e. BEADING TO BEADING. ,11\11111/� INTEGRALFININTOMET .21'AT.LY R@"2tt T 38 WILOVER®2BT' ♦I FROM EACH ENO. TYP. ANCHOR TYPE, EMBEDMENTE EDGEI DISTANCE PER SUBSTRATBSTRATE, SEE TABLE 3, SHEET SHOWN) v1 EMBEDMENT EW (SCRSHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN IM02X MOD FRAME OR st STRIP. SEE NOTE 2, THIS SHEET. VISIBLE LIGHT FORMULAS _ * j NB.5705 = -TU - L Now 6SASH:SUCKWIDTH-6.1R• FIXEO LITE: BUCKWIDTH-431&' %AO•�'.. ® STATED HEIGHT fEOVALiITE1 i� �s '• ORIDN,. BULK HEIGHTf2-3-15Nfi' G�l��� NAL ENT`%� 'glnln111` A LYNN M1OLLIIi, PE #10OR912STEEL SELF-DRKUNG - BusIDS),SEE TABLES 2&3. SHEET2. FIN AND/OR FLANGE REMOVED W-FIELD 114• MAX SHIM EXTERIOR INSTALLATION V OPTION 8 ANCHORED THROUGH FRPMEINTO METAL (INTEGRAL FINIFLANGE REMOVED) 1070TECHNOLOGY'DRIVE J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI & VENK.E, Rsarei ��, (B41)480.1000 lift�.PNKTeN1T SINGLE HUNG WINDOW INSTALLATION - LM Z5 15115 FRTNW3111FH.NG sn../wEa: Scar 9csB M'D'NSe.H5500-01 ReB SH-5500 NTS 4 OF 13 0 718'NO7W NO'NOM Imo- ]/B'NOM1L Imo-- —�{ iR'NOM. 5/i6'A/A PVB 5/16•A/A PVB I 5/16-AIA PVB I 5116'A/A PVB I 5116'H/H SG 7/ifi'AIR SPACE 7/18'AIR SPACE 3/8'AIR SPACE 31W AIR SPACE 7118'AIR SPACE 7/8'A GLASS 1/8'T GLASS 3/76'A GLASS 3H8'T GLASS 1/8" LASS aEXTERIOR aE RIOR `]EXTERIOR aEXTERIOR EXTERIOR ]6i9 �— i6R &1B GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 �-I NWNONOM Imo— �'I ]IB'NOM. I� —�{ 7ff ON. ]IB'NOM. 5/18'HM SG I 5/16-HM SG I 5/16-HM SG I 7116'A!A SG I I 7/16'A/A SG 7/i6- AIR SPACE 3/8' AIR SPACE 31V AIR SPACE SNfi' AIR SPACE 5/16' AIRSPACE 1/8' T GLASS 3/16' A GLASS 3116' T GLASS 16 1/8" A GLASS 1/8' T GLASS aEX1E0.10R aWERIOR aE ERIOR aEMEftIOR aEXTERIOR 16i9 i6i0 iEiB >6.i0 i&i8 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 NB'NOOM. I�-- 7/16"A/A SG I I 7/16-A/A SG 1/4' AIR SPACE 1/4" AIR SPACE 1?NOM.GLASS GVSS TYPES9THROUGH ]g.)g BITE TYP. I18 MAV NOT BE USEO 3/16'AGLAS$ 3/16'T GLASS WITH J<nMNNEL OR EXTERIOR aEXTERIOR T2 74 INTEGRAL FIN FRAMES ' GVS$TYFES5. ], 8, 11,13 31 S+5 MAY NOT BE USED IN INiODUCTREViSffl EXTERIOR T5 • THE MY SEUV 0'. cs camd5•VaviWlEsFdiIL a GLASS TYPE 15 GLASS TYPE 16 p.1�'N¢o6W 111111r1r 5 Y"im The 3e 30 �.1a014Y LYNry�'.� ReMebn: BY •LICEN3F'44' Mi I aEe Prad t o•• •:ems_ No. 5870.5 • : • GLMLNO NOTES: _ #- ® a°" ROSOWSKI TYP. GLAZING DETAIL m•=HEAT sTRENGmENEo =A i I�. �� +BroTEawoLoov oftNE GLAZING DETAILS T�TEMPERED ,O : ST OF •�. R. NICE,FL3W5 Bate: PVB' OBPTROSIFOU PVBBYKORPAAYAMERICq INC. '�F F(pR1pP,.' ���J p41)d soo RBe ,l..OgO'SE YGLAS®BYKURFMYAMERlWNC. �'�,,Ss/ Nr, Mo SINGLE HUNG WINDOWHINSTALLATION - LM 05/15/15 FOR LAMINMTED GVSING COMPONENTS, SEE TABLE I. SHEEP 2. L E1+11' NATF?%JLI"E3.IXG Seilee/YaEel: Scab: Bie"^9 AV• R^' 1111111+ ""_ '° SH-5500 NTS 5 OF 13 MD-SH5500-01 B ALYNNN°LERPE TABLE➢: anwrywe OeBmn Plequn,pBSt] e AIeP •A 500 Pe 46 Y.e1 q FveYWtlw2eanehw SEETABLEB,SHEET9FOR ANCHOR GROUP AND QUANTITY. U6 Rm 15 JAMB SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL RT REINFORCEMENT & GLASS TYPES 5, 8 7 & 8 (REWFOAPPL� Y OSALLFRAME FRESABOW TYPE CONFIGURATIONS) a1s1YM wmi 5...1 q 6mwBen nesijlMbp`a wv¢mm,, 16gtl 61w� 6M Wye wu.al Dnlpn Presun,SBNNe ww.aa.em, u b4 521E ag EpaW nSe M10 -RO •m0 .r0n awamm. uBn.leem bso .mo .sY aaB EyLY 11.Y1-N51e .SgO -RO .6n -lOD b.NGgcew n.m.11>@ bee .60 im asn-EID b1 790 .qn im &Sd.JfdWe ma5.a310 4.. 75 .qe in0 nyA F VY 1r.ell.a)B] bg0 -mD .RO -RO 6YObepnNN 1451]-n11g +4n 0 bf0 iP0 61ov1 lim.les a b5o .e6o mo uml aoaal.al .momo .mo mP bew asn.a. .eao .mo .m.o mo 6aWEP6ei am-msm .an .roo .e>o ion EOeNY an].astl beo B .ess mo e4RyeP.r.R n.en.msm .gBo -mB .an ioB o b.a. r. nstl swna n.mn.S+e .9e5. .mo .m0 ryu Nsa.Nml .eeP .mB b5o m➢ s.<n rmo. asnalsM 4BA .mo .mo mo E.mm msn.m➢+e .ego B bsD mo 4 aw.avw� nsn.ms5e aso .mo .mD a w. m. 1aen. nstl bsB -mA .ma pabn6ne 126n-Hbie MSO .RO •M-0 —� antW 11.ar-Isstl .q0 .mo .4D iW e m.l a.e.aul.w ame.matl aN].aan .ao .ao .m - .7. � '� 6pWa aar.mbtl .mo .mo .m.D am mmxe msn-astl .ao m5 .mB mP gum.ev,w.. 7,.e1+-mee .ao .mo .Ro mo �` P.bnge uvr-nstl •aA .mo .mn mo bR6n. agn.astl .aB -mB .ao mB gWa nannutl bno -mo .mD -aB aar.ab4 .mB .Ro .mD mB glnlyG Gtlp N.el].mb% b10 -m0 M5A -l0n Epe19Y ffiSlr-Ns4 .a0 i0D •550 i0D gwCeBPv/v aell-m5tl .BSO - 0 .BSD -100 b.gee msn.asle bso .mo .6w .mB aRb.6w nsn-ma4 .ao .nB .mR mo an.m. usn. RSN .ao .mo .mo HII w1.R6o. aNr.usn .mo .roA 4sA mD £BOV� n.wnsem .a .mo .mn me rru amr.neu 4gB .mn .mo mo oZse. mNr-abtl b5B .aB .mD .mo Eymr asr-a➢e emo .mo .mo mo a o.4.Bn. mm.astl .ao .mB b5n ino 6'NeyRKR asn.mstl bgo .Ro .4D .mo OwNn BY a.Nr-a➢tl .a0 .mo NB➢ !r asle.smtl .mo anB b5A a➢ EOWY asn..l➢M -m0 .an inP a mbnbe. aen.eestl .mo B .m m.5 BUY+E Pm1w aNe-a➢tl .a0 -m0 b40 �e ^MIN.SASHHEIGHT=WIN• W-0 IfiHT 50 *: N. 56105 TABLE mwi5iee Dn¢n Pleavun, ¢eM] 4rBe .65D].TB.D pW Ywl q Fa YwsMe4eeseeG ANCHOR GROUP AND OUANTOY. yf—�®r�11I PX1wmR JAMB SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEM & GLASS TYPES 5 6 7 & 8 (REINFORCEMENTS BROWN IN FIGURES ABOVE APPLY TO ALL FRPMETYPESA LONFlGUMTIONS) PROOUCTiRF.VISFD FlvitlA o�mNYli4witLWe mM;Ag OSa➢ l nBUPF1a�m NP E Dae RY ATixo1 eds NOTES: 'AGl^'Ylj� 1WUTEDHNOLOGYDRNE DE§IGNPRESSURE TABLES JROSOWSKI 1)USETHESETABLES FORALLWINOOYS INSTALLEOTHROUGHTHEFRFME ORINTEGRALFIN. ,O.f�'. ST,BTE0000FFFF .•!(y: N,VEMCRR9eTr5 !YOR10P.:'G2�` (IM }18ai800 TiBa• Ow: Y)FRAMEDIMENSIONSAREBUM SASH HEIGHTISASPERWE FGURE ''•iSYONAI �� T mmponromn SINGLE HUNG WINDOW INSTALLATION-LRI 05/15%15 3)FOR SUES NOT SHOWN, ROUNDUP TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN yy1111111151ss Iu RyEDNc She S'N One[ DRWm Na IRA ON THE TABLE ALYNNKU.ER.PE CSH-5500 NTS 60F 13 MDSH5500-01 REASB]DS ERT.OFAUIX./ffi188 OUYry¢• Mi11010 bMY I i Bnene�n prMimb(Om .YyODgb� ➢fin Ypl. �� DeslBn PreeSue.OYl' Y4 b 19 Y as Earn. Rw. .m.ou-mA .AD .Iing nna .Fno .mo .+#o smw.pc.Ye. %FinADm •m.o nwo •mo .IInD .mD .n4o •mD -Um EyWE. 11�-N610 •m➢ -1f0A •A -I+Oa rip0 -11m •RO .116D ebeaDPoa� Thl Itm-11.f@ a5fi-#]# .Ad -110D •AA -1ND •A.0 -If0.0 R. .m.0 -11P0 R. -+ A160 •AO •m0 .1 .1160 6Yl�BtH} AVa-IIFg •TN .lAa •AO .+160 •m0 ARO .m0 -I n0 ]i]m EgiW I].s1]-m051 .mA 110.0 •AO A10.0 .RO -110.0 •RO -1 gia•�OOmb. 1131]-tr.¢le .AD d10D 110 -Nn0 .RO .1+60 •RO .I1n0 gngn 119I-iIOA .Aa .IWD •m.0 -Iw➢ .AO -N60 •RO .HIo m .)n0 IO1.D .RO -1as .xD •RO 7b T.WI m9a-01.F1 p.4nF8. 36!)1-9.Fi .mD .1+0➢ .AD -Iwa •]a0 -11p0 •RO .1#0 BWWNGap ]>DII-A.mO .mA-t M. .1, A0 •160 .1140 •R -NQO Ep 9111-aetl •l0A ,-.. •Ad -110.0 •in0 41. •m0 -1160 gYtlnOP�wY= +1b1 .l. •A➢ -110d •m➢ -1140 .RO -11p0 .AO -110p WwBb IIFi-11.310 .ma -110D .AL -110.0 •RO 1160 •AO nM0 smc Ttliwl u.m-Ysle a1aY.xF1 •mn .nea •mp -11no .m0 • a rm.D m0 •mD .Im.o .mo .Imo .m.0 •mD �0 sswawy. mY1-Fss . .mA 4-Iwa .mg amo •mo nmo .mo -+#a EwNu m.m.m.Fs .mo .n4o •Rp mao .mD .nao •nD .vno w i-msw •mA .Imo .wA n .mo n .mD -unD wvllsp. Yw>-nsm • am0 •mD -nm .mo wboeb rz5n-usu •mA nmA ..,,..RD .0 - ama •TIa 4 6 9p4C nm 1tm-4¢% xmeasem .ma .iaD •md -va0 .roa .m.D -npo .m.o x.o •mA .11. nlpD .AO -un0 mD .no -ma sronrmw man-a191 •no .nao .mD -um •mD mm .mo -npo EDYIm. asn-mew .mD -nno •mo -nao ao0 .nm wo -naD `Fd wYem gva.avwu. msn-aaw ndn-maw .Ro -um •mo -u4o a .mo -nm •nD -nno .rno mm •mD .Imo amo .mo -nno Wbsa. nlzsm -n0➢ .mD mog aao nmo •mo -nao Wvnge. sblW 12.1i-Ww xm-Iible •AO -11pa •AA .11.O .1. .m0 -nn0 .mo Aa0 •m0 -11. •RO .11. -IIm .m0 -IR0 rN{ asn-aAM •TLO -1160 •mo .nao aD.O n100 .m0 n yNN GLp lt0n.msw .AO -n0a •ma -11no nno -nna rA0 -Ina Ewi01. msn-F.ese .mD -nm .m.D .vnD .mD .nna •mo .vo➢ sumavw+.. asn-aFe .mD -uao .1PD -Fm •m .nm •mo a Y WYIINY men-maA .mo -nno .mD -nno .mo .uno .mo alAg bn W. I)d11.91tl .RO -1R➢ •RD -1160 •AO -IInO •160 -110.0 pypnFn. 16n-1).sM •Aa -1WA .A.O -n4o .m0 -1160 •AO -1160 wvngb. 1JMl-#YO •Ra -i n0 •AO 4160 •160 -1160 •RO -11n0 ii41 IIIDB-IMIe %S1f.Y0Y •AO AAo •AA -+10.0 •RO •m0 -++60 .AA -1160 .m0 -n40 •RO Ill.a0 4%. •AO -1140 wlmn W %F1-95f0 •AO -IInO rA0 -1160 •AD -1160 •RO 1160 EOMn. 158n-#¢w •RO -+1A0 rR0 -11n0 •mo .1160 •m0 -110.0 . ]s wbngC. 4a1i.#¢A •AD .+wD rmD Il60 .m0 •AO sOWaORN� Wlanfilu RenxFp m¢nm61e .m .n0 -tY0 •m0 -If40 0 rmA -110.0 rm0 -IIOA rHI0 41.. IM -IIPD •RO -116D •m.0 -11A0 $bWl EWyYI. ilsl0m¢Y %51]-.1 W •mA .Its •AD -11➢a .RO rm.0 A10➢ •A.0 -1100 •AO .110.0 •n0 -1#0 •mo Y vve wov9[. gWNPwYa� rsw eLM11]-%ew xF0-%FB aau .A.O 110➢ •AO .1 n0 .1604 .A➢ -IND •AO -11 A0 .RO •mp .1Aa .m.D -noo apo 11 1M0 •RO 41-n40 -11 .1160 •RO -1160 -nno .mo -nao SEE TABLE 11. SHEET 10 FOft ANCHOR GROUPAND WANTITY. II ..MIN.SASHHEIGHT=WINUUWnNm NtiU l-amlaa Imp �11 f'S:i IIIIIIIIIIIIIE! HEM 0..4nvrovunleaA' ppg0 r .Na014 \Ywn (q rt UESEROUGH OTSTDW NaORINTEGRA'INES PROWCT REVISED pl YDaNs;'e MUsus: FlOHCA DA.Idi, cnelND I .05_ B> MircN afenana alga NOTES: 1) USE WESETABLES FOR ALLWNDOWS INSTALLEDTROUI THE FRAME 3) FRAME DIMENSIONSARE BUCK SASH HEIG'rt IS AS PERTHE FIGURE B)FORS]Cc NOT SHOWN. ROUND UP TO THENEM AVAILABLEWIDWORHEICHDIMENSIONSHOWN ONTHETABLE. * No.58705 : : �F%••, �`''7��; F •'•RORIDP,:' \ : SS�Q1N11A1L,11E?Gtt` ALYNNYGER P.E P.B45gms DESIGN PRESSURE TABLES JROSOWSKI 1mBTEcxnDLDDr DRrvE SINGLE HUNG WINDOW INSTALLATION -LM 05115f15 SeA-km Dt SH-5500 Salle: NTS 1r1: 177 70F 13 ]ADaBIB Na MD-SH5500-01 RDr. I B �m OFAvfx. 00�a00�00�a00�0��0 000�0020300��00��00�00�a00�00�00�0��00�0�a0 mm�i�v000voov©ov000nvovovoovovv000©o©o0on0000000av0000v0ovoov©0ov000 �m� �pnov0000voov0000000000voov000000'ovv000vv0000000000non000000o00oo0, � m���0000000000nov000000000000voao �oon000000000v0000000n0000000000v0000000vvoovv000a000v0000000000 �moov000noon000n000n000000n0000nn000n0000n00000000n00000000v000vo m�000000000000©n00000Banana m�o"no" ��000000©00000000©�0000000000000©00000000000000000000000000©�000 � mvoo©000000n000n000nDamon NEEMIMEovv000000000v000v000000vv00000000v00000000v0000000n0000n000000v �.�-���ov0000000000vvovovon©vvoovoov©oonoonn0000n000n00000000©oovv0000 ImE000noonoon000nnonon00000000000000000000000000n0000000n000n00n00 ��0000000000000000000000voovovv000000©000000000000voovv0000000000 m�00000voon000n000n00000000000n000000000©©voovv0000000000000v0000 ��000000000oo0000000000 ��000v00000v000v000voovoov00000©000voovvoo©v000000v000v0000000000 m m � monoonoononoolonnnnn000noonoonoononnno00o00nnoo0nonnnnnonn0onnoon, ��noon000nnoonnoonnonoovv0000gvv100000noonnoonnoovnovnoonnnnno©noo �vvoovovvov0000000000000000v ao00o0no000000000000000nonoonnnnonnn000000000000o000n00000000000 v �0Oman c�0000voov000vv000000000voov000n0000000000noon000v0000000vovo©vo©, �ovoovo©voov000©00000vvvvvvvov©000vvovvvoovv©o©oov0000000n000000, �onoonoow, c�onoo �00000000nn000n000nonnoonn000nnonnoononoonoon000000nonoononn000n 000on000000000000000000000000000n00000000n000Onuo000©000n0o0000 000v0000000000000n000v000voov0000i0000000v00000voovov000v000noun 000noonnoon000n000nn00000000v0000000n0000n0000noonn000nnoov000v 0000000©n,0000n0O0000000000000n0000n0o00000000000000000000o0n000 ©000000000v0000000n0000000Bonnoo©oon0000n000v000nn0000000000000 nnonno©nnon00onnnonnononoonoonnnnnoonnnonn000n000nnn000nnnnnon noon000000©13000000n000nO00000Bon00000nil 000n00000v000v0000000voov0000000000n0000©000 Bonn nn 0000noonnonnoonn000nnonoonoonnoonoononoonnoon0000nnoon0000000030 ov00000v00000000000000000voov00000000voo©voov000vvoov©©oov00000, 000nonoon0000000nnoonoonn000nnoonnnoonnoonnoonnn0000nnnoonnoon0 000000©oovoov000v0000voovoovoo©onvvoovovovv000vvv00000000000o00 ononoononoonDonnnoonnonoonoonnoonoon0000noon0000nonnnoonnnnnoon on0000000nn000n000n00000nnonnoononnoonnoonnoonn000noonnoonnoonn n0000000000n00000000000v0000voov000n00000000000v0000000n0000000 o0oononoonoonnoonnoonnonnoonononnnnonnoonn000nn0000nnoonnn00000 ovoon000000000n0000000novoov000000voov000©vovv000n000n000000000 noon0000nnonnoonoononononoonoon0000000n000noon0000 noo0n00nnnnnnnnoonoonoonoon0ononnnonn000nnoonnoonoonnonnoonnno ovovoovo©v000v000000000v0000000v000n000000000000000000nn0000000, 00000v00000©0000000000000000v00000000uonoov000v0000000000000000 v0000000n0000000000noov00000E113 00000000©000vvno©000000voovoonoo©0000000©000v000v000000000n0000 Bull 0nno00n00000000000000000000n0000000000000000n00000000'000000 0000000000000©no©vovvoov©©v0000©0000000n©oo"noononoonnnonn 0an0 nun nounovv000v00ov000000000000 0000noon Ban Noonnonnnoonnonnonnoononnnoonnoonnoon00000000noonnoon 00000000000000000000000000000000000000©000000000000 no" onun 000©00000000000000000000n00000000000000000 oov000vo;0000©0000000000000000000000v00000, 000n000n0000000000ov00000000n0000n00000 0000©©©©nun 0000n000v000©oov0000v000000voovv000 Boman Un00000000v000n000n000000000000 �00000©0000000000000000000©000 000n0©00000000n0000©000n0©© v000000n0000noo0voo00 oo0000000000n000noo Dan ononn000n" 00000000000000000000v0000000 5[G IAULM4,iM -..--...-....---- ^ MIN. SASH HEIGHT= WINDOW BUCKHSGHT-W-lM NOTES: 1)USETHEABOVEANCNOROMANROESREOUIRE0._._._.TMI-EFORANCHORSINSTALLEDTMROUGHTHEFRAME. 2)USETHE ABOVE WAK ANCHOR O.C. SPACING_......' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 31 FRAME DIMENSIONS ARE BUCK WW- MEETING RAIL 4)FOR SDES NOT SHOM L ROUND UP TO THE NEKTAVA6ABLE WIDTH OR HEIGHT DIMENSION $MOWN ONTHETABLE. 5) REFER TO TABLES 2 A 3. SHEET 2 FORANCMORGROUP OESCRIPRONS. *.: N0.58705 9 Cr- Q� SAIEO 1T'••� R ACOATOP '• \�: ",,'70NAL A. LIN IAhF.V". 6{uArcAw4C.8pa-Apb pgyE GmP1 I ANCHOR QUANTITY TABLE I J ROSOWSKI SINGLE HUNG'WINDOW INSTALLATION - LM 1 05/15/15 1 NTS 1 6 OF 13 B Q ® nun mman ooMBunn "a m © non 13 Finn R o""o"Mo"Mo""o©"©©o"o""o1"Mno"ouo"uo""Mo©on"©""Mn"M UMnna"noanna "Mmmoo"a""Moomoll"mama"nmonmm"om""moomoomoo"noom"Man"a "Bunn 0 an"a"n"anmMmm�aannn"nmMa"Mna a""Mm"Mamnmaon"nn"mmn"mmo""a"oMmoo"naa, 13 anvanvnmMavmanMMa"""v"Mvam"a"MavmnMva"vvoM"vo"n' m""mama""Ma"mM"m"no""mooma"oo"m"n"an"noon" noonoo"oo"Mm"non"Maomamo"oM"mmaaM""o""Maooaa, 0aB0go Oman nmiMnoaM""von"mmoovmomvv"ovmvvmvmvvvmvvvKin "vnaoMma"nMnn"mnooanm"ommona"roman"oma""Mv MORE" m0n"M"nmBonmm0nMMmmEmm0naann"naannn"n �a muumuu mBnm©"m"aMnaaa""n"""ann"ma""a" nom""MMnnMnn""avnn"na""0"ao""nm 0 loungin0��0a © m mnM n"aMvon""vvooannvnv"noo" 0 © 0��0a © 0 0��0a © mammon ""Moon 0 8a m�®ovvvvvv"vvnvvnnvnnvnnavvvovvnnMnoMvon"vnnmavonomvnonoovnvo"onn 'a•TIIIRamona mo��vmmvmo"MvvMnBMaomammamvmvmmMmnvvnvm"vM"vMmvvmmooMMMvvnmvnmv"ovM � m OEM"mmnmmanoMan"nn"an"a"nmmnno"n mM"mnam""a"Mon"Mo"""o""o"moo""mono"onMaoo0Moom"o"n"aaoo'"oaMoo"na m m�nammaomMan0nnun"n""n"mmvMMmonMManmonnnaa"M m�annv"vvon"vnvva"n""nn"ova"van""nnMmannmm�n"vva"mmnnan"vnnn"no"n v"a"M"mM"non"omnmaamma"ammomM""m"ao"mm"ommoommo""mmoonnmaommnM"o, m"monomer"""""""era""a"Ma""soma"Maaoomon"MaoMmoo""nmao"ooaao"" �Mmmvovvmm t m�movn"vvnoaonvnovv"vvnavvm"vnooMnnMannovnnMnnoano"aaannonnnnnan", o s �cmMm""mo"o"Ma"mo"Mao"a""""o"Moo""o"son"a""amonmao"nmmno"mMm"nmo" ���om"moo"oo"mo"mo"mo'omoM"oo"mom"molls"o'"moomMoom"oo"0000"n000MMoon m�nnvmom"an"onva"nM"nmaoomn"MnnomMnmmnnMmnoMn"ma"v"annnnoannm"ono �mannn"n"a mcl�Mavvm000nvanoMnonnoano"omommomon"Manmmvv"moomvnvvanvmomnnmaav"a m pEtr�"m"mammm""mnm""ann""nano""""manor"aan"m""""mma"mm"nM"ManMnaa"nnni m�""mn"M""mM"sass"mo]Ramon""mm"""ann"""maamm""mm"""ma""""ma""naa" mom_"moll""oa©"a"o"o" ®r�o""molln"nIs �M"MUMnaRun E"ao"M""ManoMmoomvo"Mngmov,a"von"vv"vvovn"vnnMMoa"mmaao"n"na"""son in"oanm"na"soma"aaonno Bongo mom"Mmn"amMMnn"mn"m"nMnm""mmnMonom"ania onvnnovn"mnoMna"nnnva""vnnMna"""" moll"Moo"aonnmaaoMao"ao"0000aM000""o"moo""om"m000mnn"anow aam""on"an"Ma"onnMan""n"anM on""""molls"o"""o"""nnummoom "mm�"mollRamoaa"aa""o"M"mono""n"a""moo"MooMa"mamma""n"no""M"oo"" "on""ma"man"non"MnMa"oManoonn"oaaomMan"ManMmon"oannn""nanMMmn"n a""""molls""ao"a"o"ao"aomaa""soma"non""monM"o""am"""mMnnnnaaoonM m000mnoomaomaMmanmoomoon000MM000000aaoa000aooaomoomnmm�"oaa"nol an BOB noono"no"M nn"movnn""nn"anma""anmammMon"MMan"n"n"n"nManomn000mmnnmoMnnooao ""a nnm000""Mm""m"Maaaa""Mma"m"o"Mao"aaonmm""mnMm""""mmn"""non"ao"era ""muumuu"""non"mm"norm o"on"on"aromas"era"nmMmnnvanomMnmMna"ManmmomMnoo"anon"Mon"onion v"mv"ono"mM"v13 oomomoomom""mm"mnnnMnon""amman"maMM"MM"mn" nnmmamMannunannM""m"nMmvMmoamanon"mono"mn"Mann"Maa"mao"Mann"non anvamoaavan"ao"an"amMmaonooaan,na"nvn"moanmmaomaan"o"nnna"n""mmo a0�BUD0aO0 m�"MOWN nMm"MMnManMa"MMm""ma"n"an"naanMMn""a""n""mm"n""""anmaa"na "somas13 o"n""""Emu om""vovanaav"mmavnManMnannon"Man"oamon""aann"Monona "n""Ma"Ma"nm"o"man"a"""a""n"om""omaonMnaoo""a"oMmo" 51 �0� namnvanvmMnnoovnmmMnmonnovanv"an"nomnnmmaa"M po Dun man""mmnnna0 n""amon""aano"mnnm"a Mmn"mMan"m"M"nmm�"mnl nanm"Ma"" "o"Ma"onaa mnounnnanlnaa"nn"anmm"i see TAa�ea a aanm o ran ..=�HEIG �,...........,.-.. __..._ ...._ .. __ •• MIN SASH HEIGM a WINDOW BUCK HEIGHT-5fi.13fi yyi AIR27 ��:...........Mi NOTES: � •.iy No, * , 58TOS 58705 - 1)USETHEABOVE MN ROUANIRIESREDUIREO...... . • TABLE FOR ANCHORS WSTA O THROUGH THE FRAME _ *_ 1WDTECGRNE NVENICE.R.WH 2)USE THE ABOVE'MAK ANCHOR O.C. SPACWG.........'TABLE FOR ANCHORS INSTALLED THROUGH THEIMEGRAL FIN. _ 3)FRAMEO(MENSIONSAREBUCKWR--WETINGRNL O i��s ;...... .P.:'•\1��� (SNNfiD'1E00 A)FORSQ SMTSHOWN.ROUNOIIPTOTHENE AVARABLEWIDTHORHEIGHTDIMENSIONSHOWNMN TABLE. ''iis/O(1fAL �NG�S` ALUIWILdi, P.E. iuAbm �� CERT.OFAUTH.=M 6)REFER TO TABLE5283, SHEET FOR ANCHOR GROUP DESCRIPTIONS. P.fp.5 WLA�r1WOL8pv8pN OayF •Nt9nIFK Wh4p�n PRODUCTREVISFD Ii CMg QS FbMi Midi, Cue Atteplena No / - rj M1Bmm Prvduq "[I�J I ANCHOR QUANTITY TABLE I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 NTS 1 9 OF 13 ��008�0a08�0880a�0 ®�80�BOBa�8��8��a0�� BDa�O��B0�a0a�0�� �m ®00000DO©oY�0 �000©00©v ouuuuuu©�DDDOvO©DO©© 0000©©D��OVDO©DO©®Q0� m�0000u00��0��0©oo©©ov0 O�OOvvo©©Ovv�o000©�0©O©oo©DODOOv00�©��®0©0 n �O�ODOOo��©DODDO�Duu©©�0 OVO�O©Dv©OODOvv�vv©�0 �©000©Ovu��00u©o000u0 m�vvovvvovvoovvvvoovvvv000vvvvvoovvvvvoovovovvvvvvvvvvvvvvvovvvvv, Rnouuouoouoou000v000voou000000000000000000uuounnou000000uu000voouuou00000uuuuuovvvuuvuu�©DO �O©�Ovv0u0��v©Duero va un©D"vouv00NOvvv ��Dv�0�u0�0o0000�000000 DDOoo�00u00000�00�oO0 ao00o00v©00©DODov00ou ©�Ovv©DD�Oo©oOo000 DOD O�Dvo00000©00�000©v0� oDO©00©0©©u©0�©©�O000 UZ==�©DO��DOvv0�o�0©©D�o00 ADO ©o�vo0�00�Dv�00000 v00©Do©0©©�uoo0©vvvo© 0©DDOv��00u0©��©o00ou0 DoOv�©©D�Elo00v00oov00 ©��00��©©0©000©©�0�0� ��©vOvv���v0000v00��Ovo 0000���©o00v000o��Dv� D�OD�D�vO©©DODOvo©00© m�©Do00�©©DD�uo��Duvovv 0©YOODv©©�D��Dvo00�00 DDOODoO©�0©DDDOu�Ov©v 00��v00000©v��0���ovOv�© 000��©0©��©©vvo0vv0©0 ®lmll=xovnu000nunnvnn©0�000�o©DOo0�0u0�v0O�00000�0©OODUOv000�O0000u��© ©0s0000"Nuou"93 Bonn annuou"" OD�o0�00�o0DDo0��©0�000©00�0©vo© Duo©0000000©DOu0000Oo O�ODuo©o�DOUDu00��0�0 no vv�0�0©oDE100�0��H000unul on D�vvv�0�0000vOvv�000v0©��©©vvv0000o0 ��000000000u00000vuov00000vvuuuuuvvuoouovvvovvovvvuvvvvvvvvvvvvvv v�uvoovvvvvouvovvvuouvvoovvvvoouuvvuuovuovvovuoouoououuvvvv000uuo �voovovuu000vouuu00000uoov0000000o0000000u00000000000vuuoovoouou 0vuoouvuouoou0000000uu00000000uouoovouu000uou000u0000vu000000vov �a�ovou000vvuuouovu000000u0000uouu u�u0000000vouou0000uuoovuououvuoououuoovuou0000vuuoouuouuouu o�00000000u000vouuuuovouuuovuuuuuuuuuouuuuuuuuouoouuuuoouuouuoouo m�u0000uouuoouuoouoouuuvouu000v000voououoovov000uoovuouovuvuuouoo 000000uuoovuu0000uuou000uovouuuov0000vu000000u0000vuvuoovvuuou 000000uuouuuovvuuu0000000uoov0000uvov m�000000uuu000uuouuovou000vu00000u00000uoouoovouuouoouuu0000uuuoo ��ovoououvvou000vuuovuvouvvuovvvvuoovvoovvuuouovvuuuvvuvuuovvvvvvu ®�00000vuouoovou0000000000000000000vv rm�uvouuuuuuoouuuouou000uuovou00000uuuuouououu000uuuu000uuvuvouoou uuu000voou00000000000v00000 o�u0000u000vvu000vouuouuuoouoou000u000uuovuoouoouovuouovuuuouu000 m�uoouuouuvuouuovoououv000voouououoouv000000vvvvouuuovoou000uoouo s�uuoouu000u000000uuououuouoouoouuu0000000u00000uoouovovuoouououu mImcuoiouoouuououou0000uuououuu0000uoovuoouuouuvoou000000uoouuvoouuouo m�000u000vouu000uouuoou000u000000u000vouu000v0000000uou0000vuoouo v�ovvvvuovvuvuovvuouvvvouvvvuovovuoovvvuvouuououuuovvovuoovvuouoo In If ���u000uu0000000uonou00000000u000v00000000000000uouoovoouuoovou000 �mu0000uv0000000uou000v000u000u00000uuoouou0000u0000000000000u000 ���v0000vvvvoovovvovvovv00000vvuvvovovvvvvvvv00000voovvvvvvvoovovv ®lM=3u p�000uu000000uoouuov000000uoouou00000u00000uouou00000uu0000u00000 m�0000uou0000000vovovoouuoou00000000v0000000v000uuu00000uoouou000 ��ov000000000uoouoovoou00000000u0000vu0000v00000000uuuuu00000uoou ��0000vuouv00000vuouoov000vu000v00000vu000000uu00000u0000000u0000 ®wuovvuoovovuoovovoouvouulovv0000uoovvvouuuuoououoovvou000vovovou ��ou00000uouououuov000u0000000000000vuov00000u000uoovoou000vou000 c�13ZMZUIvvovvvvvvvvvuouuvvoovovuovvvvu000000vvvvvouovvvu000vvvovvovvvoo ov00000vouu000u0000uoouuuou000000uu00000000000u000000000uoo TABLEST6B,/UH1rvnw wmu nm vw=. R. AH HEIGHT=WNDDW BU"HEIGHT-0.136 *' No. 58705 'GLASS TYPES BTHROUGH 18 MAY NOT BE USED WITH J{HANNEL OR INTEGRAL FIN FRAMES PRODUCTREVISED U�rtrmswcmBnFmria,: �tlidiug code ..urom�Ho I -04 p pF ERN�vioo Dme �»,. v =7)'. I e 1moTEDHNOLoorDRrvE ANCHOR QUANTITY TABLE J ROSOWSKI NOTES: 1)FRAME OIMENSIONSARE BUCK T -I.EAI ETINGRL �O'.,- OF ((,.I %�s ••.!2ORIDP-. NVEBCE,KL S (911„WISDO Dow G\=� EN� SINGLE HUNG WINDOW INSTALLATION -LM 005115 t)FORSIIESNOTSHOWN.ROUND UPTOTNENEMAVAILABLEWIDTHORHEIOHTDIMMSIONSHONMONTHETMLE. /S�ONAL /I 111llll11\11 mPAWrv(Cp1T WlNg611✓FB.NG sro.Naa.e ' BME) Na RaR 3)REFER TO TABLE53.SHEET ]FORANCNOR GROUP DESCRIPDONS. ALYNN MILLPE oN ca ruwalneNB SH-5500 NTS 100E 13 MD-SH5500-01 B CERT.OFAUTH.ftl3Ge IO 4 -L � � L D '�S• OJCHANNEL FRAME .635 �O O RANGE FRAMEFRMIE 1.3J5 1 HEAO/JPMB T- HEM/JAMB 1 3AW HH n 1--Iw II 3.+03'�-� lAw --i I— 1.m. -1 T .offs• � � .Bfis I�ais .BY+• +I 1231-FMO 1+ MEUIINGML ,fi SASH RNL ,1 WVERm 1 - 3.500' J3500' T . +��-- O6T IA mv .ns s10' rUl .070. 3 RN FR + EWAL LEG FRAME J.. IL111GMHD-�SaScH'j� 1 OHEAD/JAMB OHEM/JAMB 30 REINFORCEM I/ OREINFORCEMEM - 3A03• 07W ---+ - � 1.10Y I--- 3. & —'{ III InI � jI Di0' .181•^�1.03C 1.Oa1'� ICIIII Il u1 .)-.. ,3m 2.W l 1.3 o 31• RMNF GC MFM 3Y PEINFOR[EMEM o00 ORN FRAME OEWALLEG SILL FRAME sLL 1.376- r s z(t RI� z.nE• .air I 1.+n• rr .580 .355' �.ONY .OSV .010• 7 .060' 10 --�JJJ __W1B IMEK(= 20 IIMERLOCK COVER 31 BN,EPLOCK 81 I'HOOUCT REVI3FD m cpn,iYi�q vrif h tRe f IdNs 6ai,dio0 Cade lip 1lpuunq, n.,xpmmNo/7•D -Qj 1 I ` ,AO ......... M �''. P..mne E4dvstlooDse 2D10 .1T5' a1C t•{' .300' +� ?�:'•UCENSF';�(`P '' M �.TS+• I I.T50' _ *; No. 58705 _ //� 1.vN Ic ExrauGED 81 ouED=AO,�t. ME 5nT. F :'"1u�? iiYVBENMI.FL3+�zzsDRNE WINDOW EXTRUSIONS J ROSOWSKI OBEMING OSCNEEN FliN.IE OGCREEN FRAME �i F`S1'+`=Gmo?.:'G���� ryL1JA3o-,so3 R"°' oM< ''',Sip EN�,.� SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 ,,//NALj1111 wroau3,MLs,wc ANv/NedY: 3m'a SMM: OrmNp No. Rx. A LTNN MILLER P.E "`P10X1H1E88°NE° SH-5500 NTS 11 OF 13 MD-SH5500-01 B P."ST()5 CERf. OFA0IH.RlS200 TABLE R: BIII of Material BIII of Material, conL of I Plano Description Material If ranp I Description Material 1 01 Single HMO Frarna Head S Jambs - JChanne -PVC— 46 72Di97 Auto Mechanism C SI 2 3 620102 620103 Single Hung Frame Head 8 James - Flange Single Hung Frame Head 8 J Mlaa - Fin PVC 45 47 7WIBB89 72019586 Sweep Lock Auto larAc GomrAssembly Cast Zirc Cast Zirc 4 62DI O4 Single Hung Frame Head 8 Jambs - Equal Laiuld= PVC 48 76X118OPTX 96 x 1-118' PR FH SDS (Auto and Sweep Lock Scree4 SS 5 620105 SHIDH Fame Sill - JChannel PVC 49 720200 Auto entl Sweep Lock Keeper Cast Zinc 6 6201M SH/DHFreme SiB-Flange PVC 50 776X14PPA rre %3/4' PH.PMSDS(Keeper Sc" SS 7 620107 SHlDH Frame Sill - Fin PVC 51 420181 UR Beveled Tin latch Comer Key PVC 8 62010B SHIDH Frame Slil - Equal Leg/Box PVC 52 420182 UR Pull Rail TIR Latch Canter Key PVC 14 620131 Feed Meeting Rail PVC 53 7634PHFL #6 X 314' PR FH SDS (Comer Key Screw) SS 16 17 620129 6201M Sash Rail (Signs, Top 6 Bottom) Balance Ocher PVC PVC 54 551 420183 420184 Tin Latch Tilt Latch Retainer PVC PVC 18 6201M TWI153013sw Coen lSer PVC 56 720207 1'7111 Latch Spring SS 19 20 620156 620144 Pull Rail Interlock Put Ball Interlock Cofer 600E T5 Al PVC S! 58 420188 720192 Plastic Tilt latch Finger Put Metal TO Latch Finger Pull PVC Cast Inc 21 620157 Beveled interlock 600E T5 AI 59 42DISO Plwt Bar Comer Key PVC 22 62014E Bladed Inledock Cowl PVC a0 720206 Phut Bar SS 23 25 620150 620152 Light Slash Reinforcement 9 Sash Rein minimal 6063 T6 At OUTB AI 63 64 720191 720194 Sash Put Handle Sash Pull Handle With latch Assembly Cast Lnc Cast Zinc 26 27 620t53 620154 Standard Meetlng Rail Relnbrcamant HD Meeting Rail Reinforcement 600E T5 At 600E T5 AI 65 fib 7834FPi 42U188 #8 x 314' Ph. FH 50.S (Pull Handle Screw) Bottom Latch Strike Plate SS Cast Zinc 30 31 32 33 61644 503DO 61719 6182E Wealhelatdp, .187- x .270• Fin Pile Werhelstap,-1g x.3 Foam Bulb Weatherstrip, .187' x .220' PolyPil. WeathersWp Plug, .220'Flreeal HIM PVC 67 72 74 75 77858B 720135 1 71646N #8 x 518' PR FH SMS (Sbike Plate ScreM Land I.G. Bead Backbeddirg. GE 7700 or Dow 791 Setting Block (7!8'x 1'x 178'), 85+l-5tluro. SS PVC Silicone EPDM 35 78XiMRT #8 z 1' Pn. PH SDS (Intenlack Mounting Screw) 80 61012 Extruded Screen Frame Alum 35 710GTHPX #8 x 3' Ph. PH EMS (Meeting Rail Screw) 410 SS 81 61011 Rd4Fonned Screen Fmme Alum 37 36 40 41 42 43 7tGG9SP 729210 720)0000( 72029E Meeting Rail Scow Support Plate Weep Me Carr Constant Fame Balance #8 x 3I4' Ph. FH EMS (Con. Force Balance Screw) Spiral Balance SPiml Balance Shoe 6063 T6 AI PVC SS Nylon 82 83 84 85 66 B7 7CKGLB21 47042 47041 7CASPM 6161BC48 61635/61614 Screen Comer Key for Fxlrvtled Flame %4 Scmal Coma Key Win Pull Ring X2 Screen Comer Key without Pull Ring X2 1Tension Spring Screen Cloth .19P Screen Spline (Maoltlnei Rolled) PVC PVC PVC SS Fiberglass virsn 49 78%114FPAX #8 % 1-1/4' Ph. FH SMS (Spiral Balarce Screw) 410 S5 Part If I Description Material 76 Kommerlirg 4SG TPS Spacer System Seetfa 77 Guanex Super Spacer nXr with Hot Melt Butyl Sheet for 78 GUanex Dumseal Spacer Materials 79 Cardinal Edge Spacer REFEK&Nl 1 t.I nert,nh a: • . " u. avao o .— NOTES: 1) PVC By ENERGI WWDOW AND DOOR PROFILES. LTD..TO BE LABELED FORAAMAEXTRUDER CODE 2) ITEMS# 9-13.15, 24.29. 29, U, 39, 61. 62, de-71, a 73 ARE NOT USEDAND ARE NOTPART OFTHIS APPROVAL STRUCTURAL SILICONE IFO ISOBUTrLENE il4-NOM. FOAAMM H DESICCANT DESICCANT SJ FffFW-=V/II///IYrtaec-c-L1 C((!� `INT. GLASS (,Zv `INT. GLASS KODISPACE SUPER 4SG TPS SPACERO NXT°a PoLVISO. DESICCANTFlLLAREA LTV -ENE— zaac ASH 6'NOM. r. GLASS DURASEALO SPACER XL EDGE'" SPACER !:RODUCTREVISED T' O: twofecHNaooyoRNE BILL OF MATERIAL (BOM) J ROSOWSKI OF 10 RVEMCE,FL34276 G SINGLE HUNG WINDOWINSTALLATION -LM 05/15/15 ENI..` mrNwoxlaml7 11141E .� �mY1a y4ayy� 5mb: short amMp No. Rm. mPP sH-5500 TUTS 12 OF 13 MDSH5500-01 B OPT.PULLRNL INTERLOCK& COVER MITERED FRAME WITH INTERIORANDEXTERIOR FRAME WEIRS FRAME ASSEMBLY DETAILS EXTERIOR NOTES: 1)SOME PARTSOPTIONS NOT SHOWN ON DRAWING FOR CIARRY. 3)J NNEL FRAME SHOWN, PARTS#1& S. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 &T. d) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. *: Na.58705 OPT. SWEEP LOCK OPT. AUTO LOCK OPT. PULL HANDLE WITH LATCH SASH ASSEMBLY DETAILS CPT. PULL EXTERIOR i% 10707ECHNOLOGYDRIVE N.YENIE.FL3WS (IC1NSMM �E9�PG uLgw118 nF5mYA 0". FRAME WELD& )ED ASSEMBLY J ROSOWSKI omc HUNG WINDOW INSTALLATION-LM 05/15/15 Smla STwt WmYp Na Rm. 500 NTS 13 OF 13 MD-SH5500-01 B MIAMI-DADE SCANNED sf. LucieCoantv DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175.2474 T (7S6) 315-2590 F (786) M5-2599 inviv.mlamidade.gov/economv 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 tight 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 I through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 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. ! NOA No.17-0420.06 ef!is-A Expiration Date: ApM 14, 2021 Approval Date: September 28, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-010 7.04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets I through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No: FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Prodr ct 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 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. II-0107.04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Canso, P. E. (Submitted under NOA No. II-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 :ruder NOA No. I5-1210.01) orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08116, 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 09115116, 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 tinder NOA No. 11-0107.04) 8. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas© (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September28,2017 E -3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-51 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 fmancial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3.. Letter of lab_ compliance, -part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 03/03/16 and expiring on 04/14/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 901135a CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PERASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3)ANCHORAGE: THE 33.1/3% 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 LNONS): 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-8337, 6338, 8645-8649. 8662 & 8717; EXOVA40-002-792(A) & 10-00640231; CAMBRIDGE 535753-091 7) THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUOINGTHE 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 APPUCATIONS IN MIAMI-OADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-ilT THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1IV THICK OR GREATER. I 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, 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 TARI F A• Anw Anexe. subWaro Frvme6xmbes LIKEdo• Giffin. MIa. Embed... A 012, aNJ 3M5 LOS)., 410 B.S. SM9 IMa 11 Nn.dsm) P..M sm PNe (SO.O.6s a ISY 99B' 4L0- P ook a m• Iar ANmNNn'BOBSTO' .125'mN.INdnev wM/60' mb ur 1l8' PMM vB• Vam suJ, ASG• ..0'Mn au4,wei) Na`sly b L6- OmT Plwdl vC O.O6P slaty 9tW. Aes]cr. b• .011. a,m.Wckne w.650VAnM da• 4471.140L la. L6' aWl'14 Ga 114•Eke Ntxm P.T. SaNNm Plm e4mm JmO 1- 1Tr Puck r t.YC 1N Eko 4108.9.0aWFNx P.L6wNam Pin. 9com,m waNSWJv,O 1' 11a' P{ k 1• i..r B 412.eNJamd.<W Ew) P.T. Su.M1em Pi,a G•0.56 wawsw&,N WIT I1w PMeY &I6• LYS' 11C Ea. U.aa C 2 %k ^I^z.BS k. PAhv 1• 14I5' wWsovJemL 15�16' 1-01C ImY�Guatl CMU, ASTM GOO Jmb 1• 1NP Pfaok r 1 LM , .W 010 Pk 1 1.Y4 iVP P VI414- !*!IV L 1p-EIm 4105.6. CnuFW ma, W. aO, 1,16ka w.NSdvAmb VW6- 12Y PM k t• 1-. 114. 0'. 1" SS. 4Y'+Galw Corcnu min. 212 ka weN9NVJam6 1-w 1.NB' P-Mak t.1lY IG/6' IJa,W.d GAU, A9T61 cs0 Jwb r 1.110 Plnok r 1-114• P.T. ew.Mm PI. m-- • 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,30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODESISTANOARDSUS®: SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. je FiaR ABUlWWGCC0DE(Fec'c HWffI0N INSTRUCTIONS: 1) NNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FORTHE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A. THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE, 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2). VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. . 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. -A Wl E130PD9 .ANSVAF&PAND&MIS FOR WOOD CONSTRUCTION -q MNUM DESIGN MANUAL MM-2015 -mSIS10R12 aAI5C3641D MOMS) Min. FyE45W Steel Bcmv 02UI 410Scmv SO Iasi EICGA69.'Oota,b 57 Rai Eko MtmCca 155 kai 410 SS Elco f2vteFla® 127.4 b1 SOSI,45 Aluminum 18 kM A38 Sletl 38 kd Cr 3] Sleel9Nd S] k61 VINYL SLIDING GLASS DOOR NOA (LM) IAI GENERAL NOTES S J RO UPDATED TO FBC 2017. VINYL MFG. n pp �� SGD-5570 '➢ NTS III IOF 21 1111 MD-5570.0 IMPACT IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPAC7 RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 NOTES ............. i CONFIGS.......... 2 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... 11- PANEL TYPES ................... 17 EXTRUSIONS ..................... 18 ACCESSORIES .................. 19 SCREEN DETAILS ............. 20 PRODUCT REVISED Be coop CoE witli the Hall" NO".. 17-0420.06 ExplmVon Date 04/14/2021 No. 58705 A LYNN E MAX. UNIT WIDTH NOM. PANEL WIDTH MAX. UNIT HEIGHT PER TABLES 1 NOM. PANEL WIDTH PER TABLES 1 & 2 MAX.. UNIT HEIGHT PER TABLES i & 2 MAX. UNIT WIDTH NOM, PANEL WIDTH PER TABLES 1 & 2 MAX UNIT °U I / I / HEIGHT / PER TABLES t & 2 JL " I" } -L 111 fir® 2-PANEL DNS CONFIGURATIONS MAX. UNIT WIDTH I� / I I" %. / racm I� J 5-PANELCONFIGURATIONS MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH PERTABLES I & 2 I. NOM. PAN JY, PERTAE I� lAAX. UNIT � MAX HE I" HEIGHT I PER TABLES t &2 P I TABU ea�ar 3-PANEL CONFIGURATIONS mL WIDTH LES1&2 MAI.. Urvll rv1ull'1 ^I UN� GHT - !S182 I _- ' MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES I PER TABLES 182 MAX. UNIT HEIGHT MAX. UNIT HEIGHT PER TA13LES1 &2 1 PER TABLES I B J 6-PANELCONFIGURATIONS muaoam NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES -I PER TABLES 1 & 2 MAX. UNIT HEIGHT / �E" MAX. UNIT HEIGHT CCC PER TABLES 1&2 / / / / / / / III Iq PERTAII 82 �— / I_ J 7-PANELCONFIGURATIONS CONFIGURATIONS NOTES: 'r-OPERABLEPANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAJA13LE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB OXXX IN DINOPERABLE PANEL .PP P INOPERABLE LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pX%XX XXP, pXX ORXXXXP. POCKET CONFIGURATION CAN BE OXXXP. 2) 90- & 135- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER mn wnwlrsmies.i .uL RK RIrt Rff 4) FOR NOM. PANEL WIDTH, SEE TABLES i & 2. 1070 TECHNOLOGY DR N. VENICE. FL 34276 5) MAX ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FTa L—SHEET NUMBER (941)-4MI600 cem.ornuntmxse X — MAX. UNIT WIDTH eulielne codaw,7-042B.06 NOA-Ne. 77-D420.06 FxPfineon pate 04/14/2021 I n, Miaml- tle ro ucl on o I€ Itl J &PANEL CONFIGURATIONS OLD WIDTH = NOM. PANEL WIDTH -8-9/16- `p NY LyN NOM. PANEL WIDTH= PANEL WIDTH- 13116'0••-•"•-.h',j/ DLO HEIGHT =DOOR HEIGHT -11-0/18' :. ' PANEL HEIGHT =DOOR HEIGHT -2-12' � .: No. 58705 --p 'Oy .�tYYt� {gr�7Z..'(V� �,s3 VINYL SLIDING GLASS, DOOR NOA.(LM) 10/O6115 g EXAMPLE CONFIGURATIONS & JROSOWSKI bl NO CHANGES THIS SHEET. 04/05/17 NTS A°I 20F21 I9€I MD-5570.0 CONCRETE/CMU PER NCHOR REOUIREMENT MAX. TYP.ANCHORTYPE, a EMBEDMENT AND ' EDGE DISTANCE PER •: EUBSTRATE,SEE �� TABLE A, SHEET 1 & NOTE 3, BELOW. e EMBEDMENT .. , ,.. EDGE DISTANCES IXOR2XWOOD E / BUCKSTRIP. SEE ANCHOR NOTE 3, SHEET PLATE AT ) EVERY ANCHOR LOCATION ZX WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR, NOTE 3, SHEET 1 TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3.BELOW L EDGE DETAIL A2 wroaxvroo0 1/4' MAX. EMBEDMENT FRAME WIDTH REOUIREDIFOCOR HEIGHTMOVIMw WIDTH DETAIL C7 INIER O0A DETAIL D1 wro MEru i/4' MAX. N � THIS SHEET EMBEDMENT — SEEN OTEs,THIssHEEra --�� w #8X 3/4•SMS REINFORCEMENT SCREW;7 PER STILE, LOCATED AT CENTERLINE AND 6. HORIZONTAL SECTION (XXX SHOWN- 9' & 12-FROM ENDS (FACTORY INSTALLED). DETAIL D2 DETAIL 132 DETAIL C2 �SIMGAL INIERLGtlt INTO M1NSOwri ```~` ��`_ FACWGIM. REOUIREO IF DOOR EMBEDMENT 1 r —I DAYLIGHT 31 et xODxrs OVER OS• 1/4•MAX. —y l 4 OPENING 1� I IrrtFn'°" I T� jjj�'''LLLL EDGE WIDTH a a to a t e� DISTANCE TII L� SEE NOTE E.SSHEET 7 _ t I I TYP. ANCHOR TYPE, e1 a e mlauRPd EMBEDMENT AND P `� at q e o p EDGE DISTANCE I I PER SUBSTRATE, _ SEE TABLE A, SHEET T5 d [b I EEP 1&NOTE 3, BELOW WEFOOR EEGHEEHEFT 19 I — I PANEL WIDTH CONCRETE/CMU PER ASTRAGALMAYBE ANCHOR REQUIREMENT INSTALLED IN EITHER HORIZONTALSECTION(XOSHOWN) FIXED PANEL CLIP& INTERIOR OR ANCHORS SEE EXTERIOR DIRECTION. METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DISTANCE DISTANCE a TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED ept N� WIM LAp Florida m z. �e NOA-No. 17-0420.06 EaplmDen Dote 04114/2021 NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. RSNFORCEMENr1 S(SEE NOTE O.TWSSHE£n DETAIL SHEET I9 ALL PARTS IDENTICAL. a�••'LtoENsp ,.• 2) REFERTO ANCHOR NOTES, SHEET I. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES i & 2. US ANCHOR PLATE ITEM NB IS REQUIRED AT ALL FDRUL LocXmLEs, tislw,oAls.RZED O s7nEsu10 xowzoeru RULs O ���—�I�--� I fi ( �I VINYL SLIDING GLASS DOOR NOA(LM) 10/05H6 sy. ,+! NO.5s7DS N 7),l IOdI' INSTALLATION, HORIZONTAL X-SECT. & JROSOWSKI 4)GONTINUO FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -OM. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL FOR lWIFFL s 0 LE REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. 5T^uoaRO w 7) SEE SHEET 20 FOR SCREEN DETAILS. crovaMrtomll psrpauslwFSluc at Rwxrs FESERvro S NO CHANGES THIS SHEET. A2� 1070TECHNOLOGYDR N. VENICE, FL 34275 (941)4801600 �. � „��� 2 @ tt§ ¢� SGD-5570111 NTS 111 30F 214 MD-6570.0 DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT INToM oN AND EDGE DISTANCE PER �x auOItSIWP SUBSTRATE, SEE TABLE A, SHEET I & NOTE 3, THIS SHEET CONCRETE/CMU c EDGE \ PERANCHOR DISTANCE REQUIREMENT •',ti, ;' EMBED- ••..- I '.''•'.'�.'. .. MENT DETAIL E2 IMOWOOO 2X WOOD BUCKSTRIP OR TVP. ANCHOR TYPE, EMBEDMENT FRAMING. SEE ANCHOR AND EDGE DISTANCE PER NOTE3.SHEETI SUBSTRATE. SEE TABLE A. SHEET EDGE 1& NOTE 3, THIS SHEET - I DISTANCE 1 F�.--- 1 . 1/4' MAX. 1 fb'MAX. a 1X OR 2X WOOD 1 Q BUCKSTRIP, SEE ANCHORNOTE3. SHEET a / FOR / LocxsnLes./ � � gsrRgoas. Fo�o sores .SND _ HOR6IXiV,L ANCHOR PLATE AT Rnas EVERY ANCHOR LOCATION DAYLIGHT va OPENING FRAME sFE HEIGHT HEIGHT NOTB6. T M &tT axiar za G ez FxrewaR el oe az 114' MAX. a GROUTAS a NEEDED,SEE is S, SHEETI a r-1 � •' 114'MAX.—I EMBEDMENT DETAIL E3 PROMASONRY CONCRETE/CMU PER ANCHOR REDUIREMENT EDGE DISTANCEr gpq (IEMBEDMENT MAX. DETAIL E4 INTOMEru DADE APPROVED MULLION, FBC' COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET I EDGE DISTANCE EMBEDMENT 1/4' MAX Y% /TYP. ANCHOR TYPE, EMBEDMENT AND / TYR ANCHOR TYPE, EMBEDMENT AND i L EDGE DISTANCE PER SUBSTRATE, SEE LEDGE DISTANCE PER SUBSTRATE, SEE TAB LE A. SHEET I& NOTE 3, THIS SHEET TABLE A, SHEET I& NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) REFERTO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FORANCHOR LOCATION & SPACING, #8 X 3/4' SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1&2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT CENTERLINE AND 9' FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. OLD WIDTH - NOM. PANEL WIDTH-8-9/16' DLO HEIGHT = DOOR HEIGHT -11-1M6- PANEL HEIGHT = DOOR HEIGHT-2-1/'2' [REQUIRED RIES WITH POSITIVEDESIGN 390RESSURE,E SHEETS 1793 .390 7&8. .390 —1 F—F 3 .209 ] R25wmwLY Lyam32.370 06 41 1.917 87 .Ofi.080 2-1/2=TOTAL .060-- — SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER az (2-I/2-TOTAL es (3-1/2-TOTAL Ta (4-1/16'TOTAL i5 (4-5/8-TOTAL SILL HEIGHT) SILL HEIGHT) SILLHEIGHT) SILL HEIGHT) PRODUCT REVISED asIn91Civ41N Me Roi14a B.11dRoA o. 7741420.06 EMBED- { .I EMBEDMENT EDGE = No. 58705 .ice • ~ '[ 1 (STANCE e4` VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 MENT y EDGE TYP.'ANCHOR TYPE, TYP. ANCHORTYPE, & INSTALLATION, VERTICAL X-SECT. 1S JROSOWSKI p•. s� :'47� DISTANCE EMBEOMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® SOT srgrE OF [y� EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE rnwaaNrozo�i vernmus.n�Fs, mc, e4 NO CHANGES THIS SHEET. ��04lOfi/17 ',FS:°�oRI�?.'G\�� ZC0NCRETFJCMU PERSUBSTRATE, NOTES, SHEETI PER SUBSTRATE,1070 TECHNOL0GY OR i �$ -ENCHOR DETAIL FI SEE TABLE A, DETAILF SEE TA11LE0. /ii NIIIII REQUIREMENT SHEET I&NOTE 3, SHEET I&NOTE 3, N. VENICE, FL 34275 aLY mump. prto NwsoNRY THIS SHEET INro D THIS SHEET (941}480.16W SGD5570 MS 40F 21 ;4 M0.5570.0 �4 A PFJ5aio5 fF[i.OF �VIRlH9! O �uur tu• OUTSIOEOOPNFA II NOTES ILIS 1)DETAILS APPLY T02,3AND 4TRACK CONFIGURATIONS. O 2)SEE SHEETS I4& 15 FOR ANCHOR LOCATICN& SPACING, FOR ANCHOR CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, O .. L.... DEPENDING ON CONFIGURATION. `�•�,.' OCENAF--K � VINYL SLIDING GLASS DOOR NOA (LM) 10/05H5 ]t' @ =vi CORNER ASTRAGAL HORIZ XS8 ECT. a JROSOWSKI =A NO CHANGES THIS SHEET. OQ05117 '4�So.F(o?��?.•_�G\gyp` NTS 111 SOF21 lo$I MD-5570.0 2 DETAIL 11 DETAIL 12 OPTIONAL NON- INrGM440NRY Iji STRUCTURAL EDGE CONCRETE/CMU r.. ANCHORS FOR �e la, PER ANCHOR INTERIOR POCKET IM RIOR et al a TYP. ANCHOR TYPE, EMBEDMENT DISTANCE ., REQUIREMENT JAMB r y ze m AND EDGE DISTANCE PER SEEFlo 1. SUBSTRATE, SEE TABLE A, FGIIREI1!4ITM DtSATPOC n: INTERIOR POCKETS MUST nfIS511EETy o SHEETI&NOTE3, BELOW - , FOR DOOR HEIGHTS96'AND LESS: INCLUDE A NONSTRUCTURAL, to FRAME JAMB TO REDUCE THE OPT. POSSIBILITY OF WATER YI ANCHOR dl a INFILTRATION. ', L 1/9MAX. EMBEDMENT P� 1B 1) OPT. IT OPT. POCKET BY OTHERS, SEE __ d NOTE B BELOW. „ EMBEW'; •' `.,•. FOR 4- MAX DOOR HEIGHTS OVER .. .. OPT. 96• a 21.9' 1 ANCHOR lu ei MAX. O.C. CONCRETE/CMU ssg Flat al =d y q TYP.ANCHORTYPE, EMBEDMENTEDGE ER ANCHOR inls sneer AND EDGE DISTANCE PER ' .t ' Op a SUBSTRATE, SEE TABLE A. SHEET DISTANCEE REQUIREMENT d &NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET a of a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE. PER METAL TYP., SEE ANCHOR NOTE SUBSTRATE, SEE TABLE A, SHEET.1 4, SHEET 1; ANCHOR LENGTH TO & NOTE 3, BELO 2X WOOD BUCKSTRIPOR PRODUCT REVISED BE A MIN. OF 3 THREADS BEYOND EDGE FRAMING, SEE ANCHOR eWIM., lCae wlN tm Flan4a THE METAL SUBSTRATE DISTANCE NOTE 3, SHEET 1 NOAJIo. 17-0420.06 EDGE DISTANCE I OPT.ANCHOR OPT.ANCHOR Psptrauon ogee 0.1/14/2021 DETAIL 13 EMBEDMENT INTO MEfK p 17 GPT: Mlom- oPrntluce Gon4ol OPT. t4j;Z EMBEDMENT IraawooG MAX. MA C1 nSEE FIG I, 31 dFFT TZ SNEET V `rllf Ex a el .o�OQY LYNN��'%:. a, EXTERIOR POCKET •�,i t10..... :.CY EXTERIOR POCKET ='-'•.1? F VINYL SLIDING GLASS DOORM(LMl)25/15NOTES t ��--//1)DETAILS APPLY T02,3AND4TRACK CONFIGURATIONS. P-HOOK EXAMPLES, HORIZSKI -PQ�: .srn4 to 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET I3 FOR ANCHOR LOCATION&SPACING, FORANCHOR QUANTITIES, SEE TABLES1 a2. . sIue C NO CHANGES THIS SHEET.N7 .'P(ORIO,P.:N '.(�S.4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. .w RwertspeseR+m''1iSAONAI5) 1070TECHNOLOGYDR6) INTERIOR POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS M�� N. VENICE, FL 34275AND SG0.5570 NTS a BOF 2 A P.ea saros REVIEWED BYTHE AUTHORITY HAVING JURISDICTION.1�8 ,� IHtlLC 1: Design Pressure (DP) and Anchor Quantities Required, (0rall approved configurations on Sheet 2) Use this table for: Door Unit Height Glass Type I. 1A, 3 a 3A a0' 84" 96" 661Sr16" DLO Height 72-1 Sri 6' D 84.15116' DLO Height Astmgal Reinforcement 019 Aroher Gmup Ar hor Gmup Anchor Grarp Lockslile Reintomement#25 or#26 A B C 0 A B C D A B C 0 Std.Welbok Reinfomemenl 927 Design Pmasm ,w/bOpsf +60140psf +80/40 Psi 18.1/8' HeaNSBI C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24' OLO Jamb 6 5 5 5 5 5 5 5 ' S 5 5 5 Width P4-k 7 7 ] 7 7 7 7 7 8 a 8 a Design pressure +60/bops/ +60/-60psf +60/.Wpsf 25.1/e' HaadlSfil C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 G3+1 G3+1 C3+1 3W DLO Jamb 5 5 5 5 5 5 5 5 5 5 b 6 Width Pbxrok 7 7 7 7 7 7 ] 7 e 8 8 8 Design Pressure r60/-B0psl +60/•60ps/ +50/40 31-IIW HeaWS111 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 q+1 C3*1 C3+i c3+1 a 1 C3+1 o. 36' DLO Jamb 5 5 5 6 5 5 5 5 5 6 5 5 Width Pbhhoh 7 7 7 7 7 7 T 7 0 e 8 B E Dwignpiesswe +60/-60psf +60/-wAsf +60/-60psr 37-1/e HeaNBWI q+1 p+1 C3N C3H C3+1 C3N p+1 C3N q+i C3N C3+1 C3+1 02' DLO Jamb 5 5 5 5 5 b 5 5 5 5 5 5 WidthPbwok ] 7 7 7 7 7 7 7 8 8 1 8 1 a Design Pressum +60/-Bops! +601fpsf +50140psr 4341e" Headisol C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 W+1 C5+2 C3+t C3+1 C3+1 48" DLO Jamb 5 6 5 5 5 5 6 5 5 5 6 5 WICK 0.11ook 7 7 7 7 7 7 7 7 8 e 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF 80, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES T02, 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. OR /SHTHE MAXIMUM DP AT THESE AR14ORQUANS. TI �/// THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TABLE BI. THIS SHEET. # OF ANCHORS THROUGH THE HEAD & BILL. (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. TABLE 131: Water-Limltod (+) Design Pressure SIB Meer Nom. SBI Height Max. (+) DP Allowed None 1-11116' See Note 2 42 2-11T +38.7 psf 43 3417 +6D.0 psf 44 4111E +S0.0 psf 45 45/9' +60.0 Psf N. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE PRODUCT REVISED w OVERHANG (OH) LENGTH IS as mplyine with the Florida EQUAL TO ORGREATER THAN eulieing Cado 17-0420.06 s O THE OVERHANG HEIGHT IS s+ow-N^- EXEMPTED FROM WATER cplmum Data 04H412021 INFILTRATION RESISTANCE /T_L DLO WIDTH NOM. PANEL WIDTH -B-9/16- tltpvu u4r DLO HEIGHT =DOOR HEIGHT - 11-1116- `xs yLYN PANEL HEIGHT =DOOR HEIGHT -2-1I2' r�'j.0 �.. VINYL SLIDING GLASS DOOR NOA (LM) 10105115 xY ? No. SBTgS DP & ANCHOR QUANTITY TABLE Sm J ROSOWSKI 'O•. c NO CHANGES THIS SHEET. 49 0VOSM7 NTSIEI 70F21 1191 MD-5570.0 TABLE 2: Design Pressure (DP) and Anchor Quantities Required, ter an appre ed ooabauntlons on Sheet 2) Use this table ror. Door Unit Height so. 84- e6" 108" 120° Glass Astragal Types Reinfamement 2 or4 M 66-16116' DLO Height 72.1516' DLO Height 8415/16' -DLO Height 9&t5'i6' OLO Heighl 10&iN16.OLO HeIgN Anchw Grolp Am arGetup AMWGrMP Anchor GrcuP ArmlerGmup Lacks5lo Relnblcem¢nt #25 A B C D A B C D A B C D A B C D A B C D HD Nfedwk Reinhmemenl #20 Design Pressure +f00/-f00psf +100/-100Psi +100/-0OOPsI +60/-65 Ps/ +80/-65 ps/ 19418' Heaa5111 C3+1 C3+1 C3+1 C3+1 C3+1 d+11 d+1 C3+1 C5+1 C3+1 C3+1dN dN C3+7 d+i d+i C3+1 C3+1 C3+1 dN 24• DLO ,lamb 5 fi 5 5 5 5 5 5 6 5 5 5 6 fi 6 B 8 fi 8 6 Wglh 1 7 7 7 7 7 7 8 8 8 e 9 9 9 9 10 t0 10 10 Pieok Design Presstse 7 +fee/-100Ps/ +100/-f00psf +1LV/.f00psl +60/-65 Pa1 25-IM Headlsll d+1 C3+1 d+1 d+1 C5+1 C3+1 d+7 C3+1 C5+1 C3+1 C5+1 C3N C3a1 C3+1 G3+1 C3H CSH d+7 dN C3+t 30- DLO Jamb 5 5 5 5 5 5 6 5 5 5 7 6 6 8 8 6 8 6 6 6 Width 7 7 7 7 ] 7 7 8 B B 8 9 9 9 9 70 10 10' 10 Phmlc Design Pressure 7 +100/•f00psl +100/-iWpsf +100/.7wpsf +60/-65 Psf +60/fi5ps! 31-118• HeadlSlll C5+2 C3+1 C5+1 C3+1 C5+2 C3a1 C5+1 C3'1 C5+2 C5+1 C5+1 C3+1 CS+1 C3+1 C3+1 C3+1 C5+1 CM1 C5+1 C3+t 36' DLO 5 5 8 5 5 5 8 5 S 5 7 5 6 fi 6 6 6 6 6 fi Width Jamb 7 7 B a 9 9 10 70 t 6 P-teok Design Pressure 7 +100/-f00ps 7 / +f00/460 ps/ +100/-f00psf +60/-65ps! +60/-651Psf — 37-7/8' C5+2 C3+2 Cfu+2 C3+1 C5+2 C5+2 C5+2 C3+7 C5+2 C5+2 C5+2 C3+1 C5+1 d*7 r3+1 dN C5+7 C5+1 C5+1 d+7 42- DLO HeadlSnl 5 5 7 5 5 5 B 5 e 8 6 8 6 8 ] 8 n Width Jamb 6 5 7 5 7 7 7 8 8 B B 9 9 B 9 10 10 10 10 e P-hook Design Pressure 7 7 7 7 +100/-f00psf 7 +100/400ps/ +92/-92ps +60/-65 ps/ +60/�5 psi 43-1/e•pHe"Slilfll C5+2 C5+2 C3a2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 05+2 CSt2 C5+2 C3+1 C5+2 d+1 C6a2 fb+7 C5+2 C3+148' OLD C5+2 7 5 6 5 8 6 5 5 B 6 B 8 7 6 e 8 8 6Widthk 5 5 7 7 7 8 8 8 B 9 B B 9 9 9 10 10 0ssure 7 7 7 +60/.80psf +W/- P.' +80/AOPs/ +60/BSpa/ a50.f/-587psf 4&1/8'51 C5+2 C3+2 C5+2 d+2 C5+2 d+2 C5+2 d+2 C5+2 C5+2 C5+2 d+2 d+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+254' DLO 6 5 7 5 5 5B58 6 e 8Widthk 5 6 8 5 7 7 T T a Tps/ B+59.1/-94 ,10+48.6/53.7ps/ ssure 7 7 7 7 +80/-BO psi +80/-80ps!55-1/8'O +88 psf C5+3 C3+2 C5+3 C3+2 C5+3 d+2 C5+3 C3+2 C5+3 C6+2 C5+3 C3+2 G6+2 d+2 C5+2 C5+22 C5+2 C5+2 6W DLO 5 6 8 5 5 5 7 5 5 5 9 5 e B a 6 e 6 B 6 W"th 7 7 7 7 B 8 B B 9 9 B B 10 10 10 10 p,hppk 7 7 7 7 •., anon nee ene A MnunRnRNIPSR CAD_ TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EIT14ERTABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+)DP. OVERHANGEQUIRED OR 2) IF WATER RISER IS NOT REQUIRED IF SO, +DP'S SHOWN TION RESISTANCE IS M TABLE 2 MAY BE SED.I3 PER FIG I,ASILL 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2. 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET I. 6) SEE SHEETS 11-116 FOR ANCHOR LOCATION 8 SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT 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 0 OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATERTHAN i O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE BT Water -Limited (+) Design Pressure SI5 Weer Nan. Sin Helghl Mal. (+) DP ABvb¢d None 1-11/i6" See N0te2 42 2-i12' +38.7 Ps1 q3 31fY +6D.0 pst 44 41116' +B0,0 psf 45 4-SIB' +700.0 psf DLO WIDTH = NOM. PANEL WIDTH - e-9/16" DLO HEIGHT = DOOR HEIGHT-11-111W PANEL HEIGHT = DOOR HEIGHT-2-7/2' VINYL SLIDING GLASS DOOR NOA (LM) DP B ANCHOR QUANTITY TABLE I 1�1 NO CHANGES THIS SHEET. lab 04/� U5/17 NTS111 80F21 1941 MD-5570.0 PRODUCT REVISED 9s camplvl 9 with the Fl.rlda mldlm, tea. NOA-No. 17.0420.06 eapinilon pate 04/14/2021 * He. 58705 M 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:-48.2158.6 PSF Oon 61 OTHERS. SEE SHEET66V / P-HOOK ANCHORAGE DETAILS JAMB ANCHORAGE DETAILS NONS AND EXACT ID 6PLM.E INTERIOR CENTERLINE DF MTERLOtl( ICENTERLINE I�OFlMEI30CI( MA%.I I. —CENTERLINE I OFPANELf CENTERLINE rOF PANEL2 +2, ANCHOPAOE, •+SANCHORAOE. SHEETI2 '+YPNCHORAGE, MAX. SHEETI2 � almm+. -CTausTENL SHEET I2 EXTERIOR SHEETI2 SHEETI2 ENDANCHORAGE (UN. i ANCHOR) POAIB:i JAN9 HEAD ANCHORAGE DETAILS SPLICE NOTE: INSULUITIGN ON 'R10ft NONSTRUCNRALANCHORB MAY SHEET6 PXXX(3-TRACK) a BE ADDED INf1ELD AS NEEDED TO A ALIGNTIEHEADORSILLIFA LJ SPLCE OCCURS WITRNAPIX;NET. SRL SPLICE INTERIOR CFMTERLME _-CEMERIINE OF /NTERLOPX OF/MERLOfI( BEE FIGURE BELOW FOR ADOTTIC A ANCHORINF0BW%rON. OFPMEL•'E — A-- 6' CENTERLNE � - l M41L OFPANELT II- OF PMLI2 OF PANEL2 � OFPANEL] FBY OTHERS; SEE Noe, SHEETS '+TANCHORAGE, •p'ANCHORAGE, MAX. ANCHORAGE, SHEEi11 •WaLSTER, 6HEET11 'W'CLUSTER, SHEETt1 EKTEMOR . SHEETII SNEET11 ENO ANCHORAGE OE (MIRIANCHOR) FRAME JAMB 6EEmcl(ETJAAIS C REQUIRED® INSTALLATIONON SILL ANCHORAGE DETAILS PRODUCT REVISED ,. INTERIOR FOCRETS WEET6 PXXX(3-TRACK) 1 J KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 8 2 THAT MEETS OR EXCEEDS THE REQUIREMENT OF a I 1 with 1Ho Florida oDibode +T•oazo.oe FOR A DESIGN PRESSURE +48.21-58.6 AT NOM. PANEL SIZE OF 4W X 84'. FROM TABLE 1, SHEET 7, THE ENO PANEL ANCHOR EXCEPTION: NDA-No. DESIGN PRESSURE IS+60A60 WHICH EXCEEDS THE PROJECT DESIGN OISTANCETO LaFxrausTER ENPMauen Pam 041+4I202+ PRESSURE REQUIREMENTS. TOBE26aa' D.C. OR LE ss Bym12m1-D.5'fp,ad..t control FOR WOOD INSTALLATION USING ANY Hee418111 p+2 ANCHOR IN GROUP A(SEE TABLE A), TABLE Em 1 SHOWS ANCHOR REQUIREMENTS OF: N 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: CENTERUNEOPENDPANEL HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE'C3' CLUSTER ANCHORS AT AND HEAD, ANCHORS AT THE >x' THE IRTERLOCIUASTRAGAL. FOR SILL (SHOWN) ONLY REQUIRED IF THE HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE --2 ANCHORS AT THE MIDPOINT OF END PANELS ARE CLUSTER IS OVER MIDSPAN OF EACH PANEL O.C. DISTANCE TO THE NEXT ANCHOR AS TTI SILL(CLUSTERANCHORS):SHEETII FOR THE'C3'CLUSTER ANCHORS AT 2530, OTHERWISE ANCHORS ARE NOT REQUIRED PER THE FIGURE ABOVE: �Y LYNN i� .(.O •'•"... 'E-- THE INTERLOCKIASTRAGAL THE SILL(INTERMEDIATE ANCHORS): SHEET II FOR THE'@ANCHORS AT MIDSPAN OF EACH PANEL. VINYL SLIDING GLASS DOOR NOA (LM) °g 10/05115 No. 58105 =*: JAMB 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: SHEETS 4& 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL: SHEET SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET3 SHEET 21 FORA BILL OF MATERIALS. PJOOK: SHEETS IMI STRAIGHT DOOR EXAMPLES J ROSOWSKI 141 NO CHANGES THIS SHEET. a9 04/D5/17 NTS III 9OF21 1941 MD-5570.0 1-1N6'NOM. &te' HS GLA33 7/i6' NOM. 7/1W NON. 7/1W NOM. .USA PVB WIV HE GLAS3� r SAV HS GLASS r &10'HS GLMIS� 3/ili'QLjJ1GLA3 is ie PVD pop•pyB .090'SG 71WAIRSPACE gyp, ]] re &tfi' HS GLASS 311W HS GLASS 3H8' T GLASS m frn`INGLASS PAINTEW PAINEEDI PAINTED/ PAINTED/ LAMINATED LAMINATED //////------SURFATEO m m LAMINATED SURFACE m 3f / SURFACE m 6+ -- SURFACE SURFACE a_� __ p m E%iEPlp %IF.R R = IPROWCTIS'EMERIOR I IPRODUCT IS'EXTERIOR, I PROZEITIF E%TERIOR- I I PROWCTIs'E%iERlOR- IGIAZm'IF d30A1m 7GLASS GLA)ED'IFd328i15 17GLANON SSTOWARDSH868fM D I)BLAB GLAxED'IFd068115 I WWMC)STHECGEAIORI D I GLASS TOWMOSTHE EXTER00.1 D I GLASSTGWARD$TNE E%IERIORI TOWARW TIE EXTERDaI I I BrrE I � errE ," EM� aRERgR 0 NTERM aI�PRODUCtISINDiPIOR- I I PROWCTIS'INT6mOR- IPROWCTIS'INTERIOR-IPROWCT IS'INTERIOR]0 GwA IF d00811s GLAZED' ff 6&)4III I r0 THEIIEGLAWIDSHEIN IS I ITOWPROSTMEINTERIORTOV7AP05 THE INTEPWRTOWARDS THE WTERORIS.ESEENOMt SEENOTEZ .9KE,C sEEHGIE21M63HEEt THIS SN r ,HB6HEET 'MB9XEFf GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 1 'ANN'=ANNEALED 'HS' = HEAT STRENGTHENED T=TEMPERED SILICONE HOTWELT BUTYL 1-iHfi NOM. 1-1H8'NW.I'� 'PVB'=.090'TROSIFOLO PVB INTERLAYER STRUCTURAL MWHSGLASS &16'HS GLASS I BY KURARAY AMERICA, INC. _ SILICONE me'NOM POLYISOUBUIYLENE 1/4'NON. 0W .Ggo-EYE WX SG 'SG'=. BYKUARYGLAS®INA.INC. ER WNIIDESICCANE DESICCWITHANT GH6'HSGIAss 73 79 &1G'HSGLASS n Ta BY KURARAY AMERICA, INC. 711 AIRSPACE n )3 711VAIRSPACS 77 73 PRODUCT REVISED EXT. GLASS EAT. GLASS WVTTGLASS W6'TGLASS as mP1Yln arIDI IM1e F1.0d. FAINTED? PAINTED/ BullElnll Cn0 O m LAMINATED m m LAMINATED NDA-No. 'L 7.0420.06 SURFACE SURFACE E%Pim4an Data 04/14/2021 TNT. GLASS Wi. GLASS \\ BY PRODUCTIS'E%TERIOR- I PROWCTI64%TEiIOR- I Miam a ]3 KODISPACE SUPER GUSED'FdBR-5313 17IB'NOM. %AZ.W IF d3x-831S I ]I8'NOM TOWNNSTHE EXTERIOR. D I GLASS TOWARDS THE EXT.IORI D I GLASS 0 4SG TPS ]d SPACER® NXTrN I O I BED: I O BITE <3 I a H ERI M I I ALUMINUM PRODUOTISINTERIOR- I I PRODUCT IS'INIEMOR- I REINFORCEMENT POLYISO- DESIGCANTFILLAREA GVZE7WsS24315 I Ta OLA2ED'IF X32S315 I I ]9 BLETYLENE &ifi NON. TOWARDS THE INTERIOR. TOWARDS THE INTERIOR I M 6Nfi'NOM SE"L Sd sEENOTE2 SILICONE SEAL sFPHDIEx. THB sxEET DESK CANT STAINLESS STEEL THSEIEET GLASS TYPE 3A GLASS TYPE 4 ```111V LYNy °'.,, FOAM STAINLESS STEEL ..., NOTES: �`?1a� ucEN'f�1�9 EXT. GLASS ¢. EXT. GLASS N T BE PAINTED SURFACES SHALL NOT BE PAINED OR LAMINATED. s3 VINYL SLIDING GLASS DOOR NOA�(LM) A 10105/15 j�8706 TNT. Glass 2) PRODUCT MAY BE EITHER GLAZING DETAILS &JROSOWSKI =vi� sue,. INi. GLas3 INTERIOR OR EXTERIOR GLAZED, PU® 'O ,3f TE D•TO� TM PROVIDED THAT THE'HS'SURFACE caPrlu6xrexdw PGrwdWTnEs,lxc. NO CHANGES THIS SHEET. ��04/05/17 .1(]�- f(O. ....`��` DURASEAL® TS XL EDGE OF A LAMINATED GLAZING UNIT IS NLRIGHrs R333Rvm a /' SPACER SPACER ADHERED TO THE GLAZING LEG. 1070TECHNOLOGY DR �6 N. ,VsERrN. oICf EnG. lFL 34275 -16D0 5GD Y$'iAA]L�NALER P (941)460 Q P"SIRI11E`` SILL CLUSTER ANCHORS LAYOUT: ASTRAO m IMERLOCK CEMERLPE 4� F10EjjRIOR v 2-TRACKCLIISTER'CF' A on LOCATIONS ASTRAGALOR WTERLOCK 4- CEMETSINE PJ�' ERIOR +, 3.22" }TracltcwsTER•cr ANCNCRLOCATIONS 4' 4-TMCK0.USlER ' 'ANCHORLO MNS ASTPMiALOR NTER OCK CENTERLINE Q. ExTEwoa 2-- MCKCLUSTERCS' ANCKOR LOGNom cEMEquIIE 4• ERIIOR 3.22° �J }TMCKLIUSTWM ANCHOR IlIf/RIOt6 ASIRAGALOR N EA OLK CENTERLNE Q' CS'ANTNOR LOCATI jFTxijjDR 3.27 J aTM ORLW 71 'ONS NOTES: ALDIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.376' 2.375" FOR ALL SILLS: ME [Ofl �0 PANEL CEMEMM ocrlE�Iwoa tj R-TPACK IMEWdEMM VMMORLOG PM'EL CEMERLPIE IXtERIOR }Tp/,CKIMERMEdATE '.1'ANOIDR LOCATION PANEL CENTERLNE 4' E%TEI�"1RIOR 1j RTMCKINTEw BMTE 2'ANCRORIDf. MW •N•ANCHOR LOGTON RGUMS—T"TOMEFO WM= IMFRIEWAIFArvOIORLCUIpxS HeaN301 N Jamb 6 P-baok 7 VINYL SLIDING GLASS DOOR NOA(LM) ANCHOR LOCATIONS A d NO CHANGES THIS SHEET: YWCK IM EDAM • z•nrvcnoaLocAnoxs •KANLHCfl LOWnONS PANEL CEMER ME Q" EXTjEjjjRIOR �J 2-TRAfJ(IME WAW •.YANCHORLD mm CENL UNE 4• ERIOR ��� 3.ti }TWCKIMERMECY.TE Y3'ANLHpt LCCATN]NS PAId L CEME w 4' ERN1R 3.24 4WR 110IEA AE NS •.J'ANCHORLOCATK)N9 NOTES: 1) ALL DIMENSIONS DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 2.376' DISTANCE IS 2.375' FOR ALL SILLS: J ROSOWSKI NTS 111 11 OF 21 1911 MD-5570.0 IEl VIS PDlerlaa �.�`O�y� LVNry 'gyp (04114/2021 N. SBTOS� HEAD CLUSTER ANCHORS LAYOUT A4IM0/LOfl ASENTERL Ofl INIERLIXM q• PTERLOCK 4° CENTERLINE [ CENTERLINE um�1mo 3.22- MEwOR 32Y V ZTRACKCLUSTER' fl 2. M.CLIISTERT ANCHORLOGWNS ANCHORLCC TONS 1TRACK0.USTFR' µCHORLOC4TK1N5 — 4 1— 3.22' 4TRACK CLUSTER •=a HORWCAWNS }TRACKCLWS R•CS µCHORLCGPONS ASTRAOALOR thmm — 4° CENTERLNE NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2) TRACK -TO -TRACK DISTANCE 152.375° JV2375. FOR ALL HEADS: 4TRACKCWSIER -0 ANCHOR LOCATIONS HEAD "f INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE 4° EXIIf�0.pR 3.22' v 1-TPAf.K IN1ERME0IATE '.rANCHORL=u w PANEL CENTERLNE E REI��1 R 1/ 1'TMCKINIERNEpATE • rANaoa LoanoN PANEL 4. L]NBD��'�,' CENIERIJNE E%IIE�IRIOR 3.22° fl aTRACN INDTUIEWATE Yr µCHOR LOCAnON3 PANEL ppNEL LENIERlp1�E CENTERLINE 475' CENTFALpE 4° EXTERIOR E%rERIIXi EXT�ERIICH V y1'µCK NTR m TOH-.2'ANCCHORLOCATION9 u >TAANNCHORLOOC TTIONS 4° it E%TEION EXTERIOR 3.2Y 4TRACK INIERM11FDNlE 4TRACK1NrERMEdATE'.T 4TPACXINTEPNEONIE'.S 'N'ANCHORLOCATION ANCHORIDCAMNS ANCHOR LOCATIONS NOTES: FIRUMPOMANrOTHEfM1UWVF3HFM i)ALLDIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Inrtmnewreu+on m nilDISTANCE DISTANCE IS 2.376'V2375. FOR ALL HEAD PRODUCT REVISED Y LYN HeeNSH 1 acemplvin -HH the FTorlaa �` ON.,...., !v Jamb 5 6ui 0Cotln 17-0420.06 �it� UCENSF NOq-Na. Q•; PJunN ] 1 E ,,Iiannn Oato04/142021 = *: NO. M705 ' VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 mia rod"tOon o ��'• 7/( ANCHOR LOCATIONS B & J ROSOWSKI AO�\, ET^rE O •+g40 '•:20RH)I` NO CHANGES THIS SHEET. R@ 04f05/17 NTS 1.11 12 OF 21 b$I MD-5570.0 PE P-HOOK ANCHORS LAYOUT: OPT. ANCHC TO AID AUGNMEI OPT. ANCH( TO AID ALIGNME1 NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE PHOOK. {ytgGS pFRfw tO IxE iGtOM9l1 Fit JY0 IDa uwamaounaRs u x K HJ.b C5 amb 6 P41mk T JAMB ANCHORS LAYOUT, (PARTIAL VIEW): — =6-2.375' —'-I 4.75' 21.6' MAX. D.C. E RIOR 6' MAX. 2-TRACK FRAME JAMB ANCHORS JAMB WEEP NOTCHES R END @ 1' X.600' 21.6' MAX. O.C. Dll 6 MA�X� T 3-TRACKFRAME JAMB ANCHORS JAMB 21.6' MAX O.C. END @ &TRACK FRAME JAMB ANCHORS (RY24'K WEEP HOLES EVERY 24' @ X .180';� ^� (6) TRACK WEEP HOLES � NOTCH (1) WEEP NOTCH EVERY EV(1)WEEERY 2r 24' @ 1.375• X .600° NOTCH EVERY (1) WEEP NOTCH EVERY ' 24'@7.37TX.500' SILL' WEEPHOLE LAYOUT (2 3 & 4 TRACKS) 7.725' JAMB SILL uaas veenw ratxcrouwrwcwmucnen�uwiva: Hea61S91 0-1 Jamb 5 P-had( NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. WEEP NOTCHES R ENO @ 1- X .500• (10) TRACK WEEP HOLES �\ EVERY 24" @ 1.125'X .190'; (1) WEEP NOTCH EVERY 24•@1.37V X.500• @ VINYL SLIDING GLASS ODOR NOA (LM) rO 1OWSKI ANCHOR LOCATIONS C 6 J ROSOWSKI w�xroaon wramnlxias,nc dNO CHANGES THIS SHEET. ak1OM05/17 /LLNGHT9RESERJED N. TECHNOLOGY 5 N. VENICE, -1 34275 (caR�rlDr��� y�SGDL570� MS � 130E 21 gl MD-5570.0 �� A "I.p1Y /' No. 68705 t ir Rey;' •. R.. a.. o r.. •'O��'.c �'OS'ONAL1Ept`�� HEAD 90' CORNER CLUSTER ANCHORS LAYOUT: EKTD 2.TMLK W LIX m 'CPANLNORLOMTWNS (IAE WHERE'CT R SFEL6IED) 4" EX ERIOR 3TMCKW'fARNEIt fl 'G'ANLHnONS V (USE WIERE'CS -=msLSSPEGFlm) 4TRALKW'CORNFR WgNCII°RLLCA OIII )USEYIHERE'LS'IS SPECIFlEO) 90' REaWSIII I rciFl It i JemC S OEM 1 ERIOR 2.TMLK W CORNER (ME WRERE'G4IS SPECUgO) 1TMLK W'fAPo 'LS'NICHORL WN C% NSEWHEM-WISS KId ) SILL 90° CORNER CLUSTER ANCHORS LAYOUT: I 2.TRALKW'fARNFR E%fERWR 'G'nNu(aRIWmT n (MEWIiFnE•LTm WMIMO) V I 1TMCK WCORNF.R EMERIOR 'C4 A4CHOR LOGnOfiR (USE WNERE'LYIS SFELff1ED) I Y.TMCKW'.WO =RIOR 'CSANCIIORLO TloNS (WEWNER ISSMCnCE) I 1TRACKW—.— E%T MTR� TS•ANLHORLOGTKKs I (USE WHERE'GS' IS SPEL6®j 17-0420.06 4" 4" �� `1�ON a,*--- N°.58705 �T91� ' p •. o ^ F 17 1 0.TMCKW'NNRtEER La IERIOR 4TM(S(WCORNER '� 4" +R MWWO R RWR '�2:/Di C6'ANLHOMWGTWIS YA'M'WMLOGnoN L5• HORLOGT (WEW11ERE'CS'ISSPEGFIEO) (WEWAERE'CS'ISSPEMM) IUSEW(IEAE'CSISSFELIFIED) ALW NOTES: 1) �LJ\�J�\���jLIjJI��� ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. J VINYL SLIDING GLASS DOOR NOA (LM) 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS, ANCHOR LOCATIONS D I TAN EIS 2.375"K 2.375 2.375 cavrRl�Kr°mn F°rvmusraES,Inc NO CHANGES THIS SHEET. 1071 FORALL HEADS AND SILLS:N. J ROSOWSKI ) ) NTS 111 14 OF 2119fl MD-5570.0 FlGuiESPEmwI TO n6 HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: rawmNa,°s mfwERs2L ,wcwataunas 135' 4". 4- 4° ff'4' 4° ° HE,mJs�u 1 OR EXTERIOR 5 ��I}� 3.22' EXTERIOR — 4" 1 ('( 4. ExiIE�RIIOR PS7 2-TMCK13v W11MR 2-TRACKIWOORRIR V 3.TMCK I3S GORIER `/ R-TRACK I%'CORNER V YiP, ORLOGTOm 'C M(NOR LOGTON9 Y,pµbRpRLpGTpt6 C6'ANCHpR LOGTpIS (WEN E' ISSPEGRED) NSEMMECSISSPEClMD) (N3etmRzE'CTISSPmFm (MEWEMTVISSP tMO) I •G'A!&HORIDCAT10Nb (119 E VMERE ST 6 SPECIFED) 12 l -k 4' 4' EXTEERIIOR gW �OR 3TMCK 13S CORNER 3-TMCKIWCOM£R L MOHORLObAT 'L(ANCHORLOLATONS 'UsEmom-w IS smcimm) (p3E•NHF3IEY]- -Lq SPECIFEp) &�CRIOR 4° E%LERIOR 4TMCKIWWRNER V b1MC.K f05'WhFR 'C4ANCHORLOG1Kxb •G•u1C ISS FI RSE WHENES' IS SPECIFIED) (usE wNERE TsfssPEcmm) 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 Ty�i cavrRlaxrofMT PPfIM DISTANCE IS 2.375' (� 2.375' 2.375° TECHNOLC FOR ALL HEADS AND SILLS: 110L�` 1070 TE ICE, FL N. VE 1).48 -1 (041}480-1E rear.wMmLA GY EXIERtO(i V 6 3.22- sTMCKfss•coRNER 'CB'NWURLOCf,TKINb (15E NNHiE CS IS b PECF lm) 4° �� .ENO,.......... P�.+' fdCENSE * j No, 55705 17-0420.06 II PP SLIDING GLASS DOOR NOA(LM) 11110105115 )R LOCATIONS E 10 J ROSOWSKI ANGES THIS SHEET. 49104105117 i70A NTSTJJ 15OF21 1141 MD-55 00 90 A SPLICE LOCATION 4' EMERIOR 322" 2-TMCKSPUCE rw•AEocAnoRs (USE WHERE REGR'CY 139PECIFlEO) SPLICE LOCATON 4'75' EMERIOR 4" fl 9-TRACK Sft10E V 'G°ANCHOP LOWTION9 (IRE NM ERE'C3' IS SPECIFIEOI 4.75- 0.TMCKSPNCE • MCHORLCC MNS (USE "ME •C5'IS SPECIFIED) SPLIC LCCAT.. 4° EKIEmOR 3.22" 2-TRACK SPLICE •CS•ANOHORWW,ONS (USE MERE•GS' IS SPECIFIED) SPLICE o anoN 4" EXTEROR 3.22" 11 1TMcrcsvuLE �/ •IXi ANCHOR LOCATONS (USE MERE W 15 SPECIPM) 4TMCKSMCE •CS•ANCIIDPLOM s (USEwhME•C6°ISSPECIF1E1)) SPLICE OCAT ON 4" EMERIOR I- 2TRACKSPUCE YA V 'ANCHORLOCATJ C IUSE WHFAE•CS' R SPECIRIFlEO) E%TFE�PIf V SPLI E LocAipn CMERIOR 3.22' fl 4TMCKSPOCE V •G MA CRLOCATIONS (USE MERE'C3• IS SPECIFED) NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK FOR SPLICES OCCURRING INSIDE OF A POCKET, SEETHE EXAMPLE ON SHEET B. RAC 3) TRACK-TO-TK 3) STANCE 1$ RkC 2.375' 2'376- FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SFUCE LoanaN EXTERIOR fl MCHOKSPUCE V 'CMEREO ISS CR (USE WHERE'C9'RSPECIFIEO) HaaN6111 1 Jamb 5 P41aok 7 PRODUCT REVISED pl In with the Florida eel dine �0 a NOA-Na. 170420.06 0.TPACKSRICE ``�'�H J?:...... r.'�:� 'CS'AMEH IOC PEC)R (USE WHERE•CC I39PECIREO) * i n No. 5B705 m , I I r �; rE A.LYMMLLLFN.P.E PEA Nn5 VINYL SLIDING GLASS DOOR NOA (LM))¢ 1010511` 191 ANCHOR LOCATIONS F ID&I J ROSOWSKI 01 NO CHANGES THIS SHEET. IBdIU41U01lT I NTS III 16 OF 211&1I MD-5570.0 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE SINGLE FIXED WCNBTIIE ASTR M MSTMG L OVISIDE By ASTRAGAL INSIDEBP mTMGAL OMIDE13V ASTRAGAL MM13W ASIIUGAL INTERLOCK OIR plTERLOCK IN STILE W/NA m BOX OIIT BOX IN RECEJ E MCENER MCENER RECEIM INIFIdOROR EX1FRpRGVgD Ba"" NTERLOCK E F PP K L TC TA TV TW „L BAE(K B H P A C C SC SA SV SW W FIX RR R S S FC FD FV FW STBE RRYdm Ro+M J m D M J �� F A�- LR R T U BOX OIIT IV T U LUA J Bw (n �W�.WL AST CT CS CF J z REOEIYEA A5 KA AT AS DF a D_ REC R ABcM G"' M VT VS VF REOENER p51PAGAEIVFftL WT WS WF RECIR1BS LEFT RIGHT PANEL PANEL STILE STILE PANELTYPE "F"SHOWN. PANEL NOTES: 1) SEE OPIANCHOR TABLES 1 8 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAYBE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BYTHIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES DOuB C INIFALOCI( ASTR DWBIE M LOCa5 PRENLIXX JL,MaME M MOAL swGtF �''y DDuelr: SD INiEfLLGC!( INIERLOCI( ppl-----�-I�"`^�-J�� A INTERLOCT BLOCK ts�v.nM."ru LOCmwe UASIMDAL two LDCIC4111E DD°BlE,,.,...n.d GIXGLE DS IMERLOCK INIERLOC% VINYL SLIDING GLASS DOOR 'ANEL TYPES NO CHANGES THIS SHEET. ;GD-5670111 NTS 111 17 OF 21 J ROSOWSKI MD-5570.0 No.58705 1 6.875 1 10.635 -'-I 540 126 t00 R 600 �� 1.812 CH 0 0 7.681 - .002 030 .100 �� 8Q�]�®�r�� ®= 1 1 7OF EE SCREW BO ANCHOR PLATE O, 2TRACK HEAD/JAMB OB 4TRACK SILL r.--- 8.250 -j-T p p 8,250 ----' j r .,DD 8-T f�O�O OI 1 CI } 1.873 p O o 1.881 O3 TRACK HEAD/JAMB O4 3TRACK SILL }-,0.625-'-j 5.875-may Q�E�� O � O.1v0 p �-( 1-.81.13 I, �Q 1 100 (D 4TRACK HEAD/JAMB O2 2 TRACK SILL 1.625 Ij7.'59�5II 1-- - 1.595 r7r- 2368 1 L I g .400 e 7gg .aoo k�l L L-.188 1.182 .120 1: ® AND STILE AND SMILE ©IREINFORCEMENT. REINFORCEMENT COMPOSITE STANDARD REINFORCEMENT CORNER } 7.472 I .725 3.209 725 2.176 070 135'DDRNER 135' ®ASTRAGAL ©PASSIVE MOUNT INTERLOCK.400 ®REINFORCEMENT, HEAVY-0UTY t.000 94B .062 BOTTOM RAIL 77 SUPPORT 252 062 1.435 © OUTER SILL COVER 1 .62� 540 540 600 ��-17.062 f--0-.082 (g)EXTENDED ®0 KEEPER KEEPER 2.890 .125 070 .312 2210 .too EXTENDED POCKET ®INTERIOCKADAPTER .03 3.2fi 60 13 .08 J03 3046 1.500 t.no�2ze ®ASTRAGAL CAP, ®ASTRAGAL CAP, ���RNLR EXTERIOR INTERIOR N. 067 . 762 .301��'� 8 TRACK INSERT O r291 1+.:{F O tp INTERLOCK CAP, EXTENDED POCKET � 6.178 -{-� r 231 060 7.B13 -r�j 2.060 I� i .100- ,080 T�� 1.983 I/ O60 73 COVTRACK 1©P-HOOK ADAPTOR 78 P4100K .291 0811-�229 2975 094 3.000 .075 2,607 -1� 06( OAR GOVERMENT ®BAR FGRCEMENf @ FIXED PANEL CLIP .125 r 2.147 7 328 J REINFORCEMENT PLATE �+- 2.838 2.O�g ��ERIOR JJAMB COVER INTERLOCK PArvtt 6lae, lur ADAPTER ©ASTRAGAL ADD-CN ®AND BOTTOM RAIL NaA-Nc. 774142D.D6 Eaplmrten Da�o 04H4/2D21 h� 3.345 � NOTES: L919 1)SEE SHEET4 FOR SILL RISERS. 3.345 080 .085 7� 2)SEE SHEET 20 j-.i .819 FOR SCREEN PARTS. 90' CORNER 90' CORNER 3) ALL DIMENSIONS 40 ASTRAGAL CAP, ®ASTRAG4L CAP, IN INCHES. EXTERIOR INTERIOR .812 .270 .252� .173 S1261 O651281 .08281. }7/16' 7/i6'1-1/76"31-1eprvycxroeon rcrwo�a'raes, ®SOUAFtE BEAD OBEVELED BEAD ®BEVELED BEAD ®OGEE BEAD OGEE BEAD wLL asHrswsemm �n)n TFCHN01 f1RV DR VINYL 1928 ( ' SLIDING GLASS DOOR NOA (LM) A 10lOSl15 EXTRUSIONS S J ROSOWSKI NO CHANGES THIS SHEET. iA 04105/17 NTS I.�I 18 OF 21 10 £j MD-5570.0 .812 .270 .252� .173 S1261 O651281 .08281. }7/16' 7/i6'1-1/76"31-1eprvycxroeon rcrwo�a'raes, ®SOUAFtE BEAD OBEVELED BEAD ®BEVELED BEAD ®OGEE BEAD OGEE BEAD wLL asHrswsemm �n)n TFCHN01 f1RV DR VINYL 1928 ( ' SLIDING GLASS DOOR NOA (LM) A 10lOSl15 EXTRUSIONS S J ROSOWSKI NO CHANGES THIS SHEET. iA 04105/17 NTS I.�I 18 OF 21 10 £j MD-5570.0 CT REVISED ion un the Fmn4a 77-0420.0611 n Dafe 04114202[I_ Vo.&I705 I I I (9 12ti7600 I III I# 111 I. I I I I -Po MLLEI "' I I cEm. or •arx.nsm SGD-5570 gi NTS '19 OF 21 £ MD-5570.0 �$ A p,El M BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑a ()a 3 6 ED t��(�9J tw n+ 1. + 108 03IN 1JJ 133 In 119 1 M+ IN _ e HORIZONTAL BEON HORIZONTAL SECTION EXAMPLE 130 , EXAMPLE 115 y9 1V 11, M +r fa0 P +r H6 Ile HORIZONTAL SECTION EXAMPLE +N 1f3 1A 104 lae HORIZONTAL SECTION 117 EXAMPLE 1.081 1202 1.na tale —7 „ .875 —.-0 050 �.050 .046 .875 �j I+— 7.020 @FRAME OSIOERAIL, @ASTRAGAL I1 1m SCREEN Ir SCREEN +p 6CREEN 0X0 1.993 1. 93 1.8+74 LJ��G L L RAIL LATCH ADAPTER —�-1�--.082 .082 .062 PRODUCT REVISED BOX SCREEN BOX SCREEN BOX SCREEN pil with the Florida 1w 101 I TOP RAIL BOTTOM RAIL SIDE RAIL 7,435 Whit., �e. I---.725 NOA-No. 17-0420.06 1�zr 765 :p .182 Bephell°a oat. 04/14/2021 r--7�--.040 By t+J rt 1.020 1.593It - I _ .002 MWMJ- a ac coa ro 1p1 7— Ir SCREEN VINYL 1r FRAME SILL ° z ° SCREEN 1.872 7 063 ADAPTERL ADD -ON 055 18331y El 1°J SCREEN 1w SCREEN +os Box BOX BOXX SCREEN INTERLOCK SNAP-0N ASTRAGAL BUG FLAP ADAPTER VERTICALSECTION t1,,, lilt EXAMPLE VER E VERTICALSECTION LYNN�� �. EXAMPLE NOTES: 1.306�3 ,055 �-17,487 r-- 1)ALL DIMENSIONSIN INCHES. VOENSF"��% r . D� 1487 — 1.570 c VINYL SLIDING GLASS DOOR NOA(LM) 10/05H5 *; NIt. 8705 : *' 11� �II �— 06p SCREEN DETAILS 'S JROSOWSKI =y i• �. @BOXSCREEN @%SCREEN BOX SCREEN HEAD o :O.tt •., STA Eop •�/� toe ,9r ASTRAGAL @SILLADD-0N (BAND JAMB AODON covmcxrozalr wrwwsmirswc al NO CHANGES THIS SHEET. i� 04/O5H7 '��FtytS ... ADAPTER NJ.aCHNO OGY p 7 ' <J \: t070lECHNOLOGY OR ,� Pa "I'll Et+115 N. VE ICE,1)-48 .1 00 (947}480.7600 34275 SOD-5570� NTS � 20OF21 i MO-5570.0 � A wlYRE158"A. P.E. fERT.°F�VIX.OJPA P.E65e]0S # Pen# Description Material 1 19001 2-Track Head/Jemb RSId PVC 2 18002 2-Track SN Rigid PVC 3 IM25 3Tack Heed/Jamb RI9Id PVC 4 19023 3Tmck SN Rigid PVC 6 19027 4Tmck HaadrJamb Rigid PVC B ISD2B 4-Track Sill Rigid PVC 7 19D09 Frame Screw Cover Rigid PVC 8 19031 Anchor Plate WnTSAlum. 9 IOU Teak]dead 6063713Alum. 10 19084 Interlock Cap - Extended Pda at PVC 11 19036 Bottom Rail Supped Alum. 12 IWWA War Sill Cover Alum 13 19011 Sin Track Cover PVC17 19032 P-Hook Adapter Aium.18 190M P-Hak qFRGIdPvC Alum.19 19047M Extended Keeper Alum.20 IW29M Keeper Alum.21 19014 Reinbrcement BarCoer PVC22 19030 Reiniam-merit Bar Alum.23 19037M Fixed Pand Gip 8 Alum. 24 19035M Reinhmement Pinta 6061TBAlum. 25 1B017M Tcp Rail, Sodom Rail and Lackstle Reinfoaemenl 600575 Alum. 25 19M Cemposila 27 19018M Inted k.3WReinfememeat,Std. 6WS-T5AItim. 28 1 1901314 Ineflack.400 Relnfomemen. HD wwib Alum. 29 19019M Astmgal Remkrcemenl WMIS Alum. 30 18083 Extended Packet ldedack Adaptor 6063Te Alum. 31 19005 Idadack Adaptor Rigid PVC 32 IN08 Astmgal Adrian Rigid PVC 33 IOU Panel Stile, Top/Botarn Bell Rigid PVC 34 IWO Imedw Jamb Corer 6063TBAharm 35 18076 135'Caner Astragal BO63TBAhan. W IM77 135-Camer A>tragel Possiw Mount OWMAIum. 37 IB079 1356 Caner Astragal Cap -Ext, Bid PVC 3B 190e0 1354 Caner Astragal Cep -Inl. IBgId PVC 39 ion 90' Corner Astmgal 606318A1um. 40 19081 W Corner Astmgal Cap-Ext. Mats PVC 41 IW82 90" Conner AAlagal CaP• Inv. RI#d PVC # Part# Cescdp"on Material 42 ism SW Ricer-(21/T) W6316 Alum. 43 IWM SIN Riser-(31/T) 608378A1um. 44 18023A SiRRhdd-(41/15') 6083TBAlum. 46 10024A SIR Blew-(4-fits") 6083To Alum 60 718606W .187"x.320'FNse ](Stria) 51 71695K 1.1ii' x V x Sir Fin Seal Dust Plug 62 71698 Net Plug 80 419041 Interlock Gip Cover PVC 61 78153X Tandem Raler Assembly SS 62 78163N ITemlard Rdler Assembly Nylon 63 7WOSFPTX #e x 3/4" Ph. FH SMS Q Railer & RoW SS 64 41W42 Fame Header Black No 65 40052 R.Ierkll. Help Plug PVC BB 443B5 4 Hete Bumper Stop PVC 67 7=14FPTX #5 x 1-1/4" Ph. FH SMS ®Bumper Step SS 68 71060 SId Plug PVC 69 78185X Genial Mortise Lock wllang7dm plate Stea0S5 70 71032XIFPFX 10-32 x 1- Ph.FH MS Q Lack SS 71 varies Hand. KH Cast 2lnc 72 19054 Interlock Retainer Cdp Nylon 75 lKandmoding ISG TPS Spacer System 76 1 Won" Super Spacer n)Rwlth Ho! Mad Butyl See Shaer 10kx 77 Guanex Dunseal Materials78 CaAinNXL Edge Spacer 79 Dow Coming 995 or CE-WW Beokbedding Slicers 80 19090 7/16" Square Boad Ripd PVC 81 7/16"Bmeled Read Rigid PVC 82 19044 1-1/16"Boveled Seed Rigid PVC W 19045 1-1/16"C9se Bead Rigid PVC 84 Isola 14Y18.Ogee good Rigid PVC 65 71726K Setting Block Ire x 4" x l/ig{ 85+/-6 dum. Neoprene 88 71726K Socing Black 1"x e x 1/i6", 85+1- 5 dun Necprona 90 781PSTX #0x I- Ph. PH SMS ®Frame Assembly SS 91 7WI4PHPT410X #e x 1.1141 Ph PH SMS ® point Bar SS g2 710XIPHPTTS4 #10 x 1" Ph PH SMS ® Rao Support SS 93 710X115PPX #10 x 1-1Y Ph PH SMS ® Fxd. Ed. Culp SS 94 710a6PHPT788X #10x 2-1/2"Ph. PH SMS 42 Relnt Plate/Ast. SS 85 71420X2.26FPFX #12 x 2.114" Ph PH SMS ® Hdr. Block SS BB 710XI.75PPX #10 x I-W Ph. FH SMS ® Ael. Mount SS 97 710X34PPX #10 x 3W Ph. PH SMS @ EA. Pit. Ind. SS 98 710X2PPX #10 x 2' Ph. FH SMS ® Keeper I SS NOTES: 1) ITEMS #14-16, 4649. 5359, 73, 74 & 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 141 VINYL SLIDING GLASS DOOR NOA(LM) Iml PARTS LIST I caresser dernuusmies.rxc W NO CHANGES THIS SHEET. TABLE D: # Port# I Description Material 100 122E8 Box Screen Top Red 606375 Al 101 12257 Box Screen Bodoni Bell W63Tfi A 102 12258 Box Screen Side Rep WW TSAI 103 84428 Box Screen lntedack 6063789 104 17347A Box Semen Spoil Bug Flap 6063 T8 A 105 64345 Box Screen Om Asougal Adapter W63T6AI 108 17349 Box Screen Astragal Adapter 6067 T5 Al 107 190M Box Screen From SM Addm 6063 Tor AI 108 19038 Box Sewn HeadUamb Addcn WS3 T8 A! 109 720%1% 1444xx VMS®Top Rail SS 110 72OXI12X 4%20 x 1-V2' MS ® Bolan Rail SS 111 71MM WctP..27P' x.160'-Fin Seel 112 61805K MIB.187'X.WW Qd Bu9 Flap 113 7SRA2 Standard Roger Nylon 114 7SRAX HDRoIIer' SS 115 arias Screen Locking Hardxam Sled its 41W53 Screen Keeper Steel 117 76XiPPA #8x P Ph. PH SMS Steel 118 1690314 Screen Spline-.1W"&.165' Vinyl 119 1 181SC20 Semen am Fibmgless TABLE E: STANDARD SCREEN # Part Description Materiel 124 12031 Semen Franca Rail 606315 AI 121 12026A Semen Fame- Side Reil(tetch) SOBS TS PI 122 1720 Screen O)O Astragal Adapter W63 Tor AI 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 124 1M128 Frame Bid Screen Add -an 6083Td Al 125 SEMI( Bug Flap, 85+/-5dupx Vinyl 126 7BX112PSATS Nfi x 14Z Ph. PH SMS (Aeaembly) SS 127 712027 Comer Key Wheel AssemNy(Standard) Nylon 128 1 MUMS Comer Key Wheel Assembly (HD) SS- wdea Scmen Lock a HaMwa Steel ]10X34PPSDA% #10x3/4"Ph. PH SMS @ Semen Act. SS d 78X12PPSMSX#8 z 1/P"PhPH SMS ® DoorAei. 16MY4 Screen Spline-.14Y Vinyl Ihldg 20 Semen Cloth Fbemlaes J ROSOWSKI M04105/17 NITS IbI 21 OF21 c91 MD-5570.0 PRODUCT REVISED as coma COE with the Florida NOA-No. 17-0420.06 Expiration Dole, 4/2021