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:RELCEIVEDR Ruiidig eoF' LEns ttan�s, Fnc.Cansulting and Engineering Services for the Building Industry e P.Q.Baa?3Qvaidco.FL333-9s PGa=813.619.9197 STij RoddaBoard of'Pmfmiaaat6nducem0=6ficftofAut crEza&n110 9913 October Product Sub Category Manufacturer ProductUame Category P[asfpro nc_ Smooth[Wood Grain l White Waad Grain Exferiar Swinging szaa W.Century Blvd. Rustic!Mahogany Doors Exterior Door Assemblies Los Angeles.CA Series Fiberglass Door Phone 440-9(19.9773 InswinglOutswing-"Impact` Scope: Product Evaluation report issued by RW Building Consultants.Inc.&Lyndon F_Sctlmid%P.E.(System ID ti 1998)for P[astpro Inc..based on Rule Chapter No.616203,Method 10 of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F_Schmidt;P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity invoived n the approval process of the product named herein Limitations: 1.This product has been evaluated and is in compliance with the 6th Edition(2817)Florida Building Cade(FBC)structtuai requirements excluding the"High Velocity Hurricane Zane"(t MZ). 2. Product anchors shall be as listed and spaced as shaven on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When used in areas requiring wind bome debris protection this product complies with FBG Sections 1609.1.2&R30191.2 and does not require an impact resistant covering.This product meets missile levet"D'and includes Wind Zone 4 as defined in ASTM El 996 and FBG Sections 1609.1:2.2&R30121.2.1. 4. For 2x stud framing construction,anchorng of these units shall be the sante as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect: 6. See drawing FL-15213.1 for size and design pressure limitations. Supporting Documents.- 1. Test Report Ho_ Test Standard Testing Laborafary Sinned by TEL 2005-02 21-001 ASTM E330-02 and ASTM E18861E1996-02 Testing Evaluation.Lab.,(= Wendell W-Haney,P.E. 2. Drawing No. Prepared by Signed&Sealed by NO.FL-15213.1 RW Building Consultants,InQ(CA99813) Lyndon F.Schmidt;P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,InQ(CA99813) Lyndon F.Schmidt;P.E- 4. .E4. Quality Assurance ate of on Issued by National reditation and Management nstitute.cerfifymg that P astpro nc s manufacturing o��,�V - E T���®o® products within a quality assurance program that complies with ISOfIEG 17020 and Guide 53. m o No 434!99 O V-0' • �-\/ P yb o STATE OF ko,ddt.RE ®sS�+��$�b� � Lynda F.FLPEo�43409 10l191W17 Sheet 1 of 1 in plastpro Mzi `t . ii ii� - 5200 W. CENTURY BLVD. * ` Vz rN� z LOS ANGELES, CA 90045 , `37M'MAx O.A. �•, .•• ���` y FRAME WIDTH b Smooth/ Wood Grain / White Wood gain � ���� :z��a Rustic/Mahogany � � �� ,18a� Serles Fiberglass Door r;z INSWING/OUTSWING �,ri�wAcr� A " GENERAL NOTES V m � 1, This product has been evaluated and Is In compliance with the 6th Edition o d o 0 (2017)Florida Building Code(FBC)structural� requirements exciuding the"High n Velocity Hurricane Zone"(HVHZ), � 2. product anchors shall be as listed and spaced as shown on details.Anchor - - $, embedment to base material shall be beyond wall dressing or stucco, 3. When used In areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an Impact resistant covering.This product meets missile level'V and Includes Wind o Tone 4 as defined In ASTM 01996 and FBC Sections 1609.1.2.2&R301,2.1,2.1. 4, For 2x stud framing construction,anchoring of these units shall be the salve as - �12 � that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect, a TABLE OP CONTENTS SHEET# DESCRIPTION 1 Ty icol etevatlon,design ressures,&general notes L bESiGN P 55URE(P5Pj DATE:02116112 _ OVERAI RE 2 Doorpaneldetalls SWING - FRAME seuE, NTS 3 Horizontal cross sections bIMEN51r7N POStTTVE NEGATIVE, twoJK to 4 Vertical cross sections CW.ev," p INSWING 3y.so°x Bx.00' X65.0 -y0.0 Dom,rfr, APs ' DHItWINO ND.I N 5 Buck an (tomo anchoring-2X buc masonry construction d 6 Frame anc oring-ix buck masonry consfruation OUTSWING' _3T:50" 80.35" *65:0 -.65;0 FL-15213.1 d y _ .. Bill of materials&components .,x -- = sHEEr 1 or,7 24 INTERIOR 20 24 "24 oh z �z 28 EXTERIOR C3 g oa 24 9 mak , wD:a� 1 HORIZONTAL CROSS SECTION q� n : 2 A saS 42 ' A 35WS MAX, 1.�0 a d DOOR 1.69" m PANEL WIDTH INTERIOR EXTERIOR a' I � fP�t �T 26 TOP RAIL 24 INCE 3 LATCH STILE �^N,to (t��i� CeLularPvc2itwcement o 0 A 2 x ® 169" II CEME .WOOD , �^ T s —T I= q. lq4z _.4. q D 60 OM RCAIL HINGE LATCH STILE 1� o 6t$F r� Caiiuial PV2� Ce11,1l.f VC DOOR P NEL M z AO DAM 02/16/12 2 VERTICAL CROSS SECTION ICU- N.T.S. 2 ma BY, JK ' .. CHK,DYt LF$ ' - BflgWIHO NOs N FL-15213.1 G _ sHeer 2 De..Z 1.1/4,MIN. 1 2 ��� ........ EMB.(TYP.) 4 a - `9�,.• d�i� y 2 a 12 23 d •i�� * cw:aGz 'd r,Nb:,✓ z �'O� E ° 30 8p •, yd pp N 6te, m.CIN ap INTERIOR 2 — o.�' o c° IL d. 3 m aa� a yg oe .. v > a 32 3Y 5XTERIOR 4 t - (3�H6RIrnNldt CROSS SECTION 3 Shown W/1X sub buck EMt;.(TYP.) a a q EMB.(iYP.) - - 5 a o.1s" Dols' 3) 1 1 ON —� C'SINKs e Se d d (IYP.J. OP) d ° 12 23 23 12 N rn 'INTERIOR% . INTERIOR Yd ' d e rr y W INe e EXTERIOR EXTERIOR a0 a onto 021 1B _12 i 3 2y 2Y 4 ' Dwc,ev• JK to -. 2 HORIZONTAL CROSS SECTION �__ �HORIZONTAL CROSS SECTION DPoIWINDNA, G - i s °NDA 3 also d ng shown-Inswing 3 oulswing shown Inswing _ " pproyed FL-1521�.1 also approved o - 0. z rir O^ ,• _ r'1y,5`. 1'1'�. ,,uuu owl �9 • c 3 --, 30 - - � a � a gz� _ .E �mmw ��11 m8u 6UZ 4o'� b 40 AO 12 16 23 rJ 6 o7J� 6zq a 23 EXTERIOR INTERIOR EXTERIOR INTERIOR g � --- � 2 VERTICAL CROSS SECTION_ 0. � 4 VERTICAL CROSS SECTION A shownw/1X sub-buck al o outsmw shown Inswing o also approved a EXTERIOR INTERIOR EXTERIOR INTERIOR a0 n^a^ z � z q0 0 6 s 1 1- 28 15 0 q �a 1 w D P n ° D A. A ° P P• ^ ° P^ A DATE,62116/12 U 3 VERTICAL CROSS SECTIONP.0 N.T.S. a VERTICAL CROSS SECTION Dwa,By, JK a s A outswing configuratlon q Inswing configuration cna•By, LFS ¢ DMWINO NO,, FL-15213,1 n - - -- - - - - - - SHEU,�,of 4 Q r 0 Ln g M ch .,• Qa Of C oLf) n 0 (�( Eo m -TYP.HEAD&JAMBS _ 2X V m s m a ll • BUCK 6 'g TYP.HEAD& _ P"n .. _ r._. -'.•fir' 2X JAMBS" p BUCK . tl FRAME te. - - J Y• ' MASONRY MASONRY g OPENING OPENING , ~0I. 7. BUCKANCHORING HINGEJAMB FRAME ANCHORING____ STRIKE JAMB g Ln Masonry 2X buck construction cONcRET5ANCHOR NOTES. 1.Concrete anchor locations at the comers may be adjusted to maintain the-Mtn. edge distance to rnortar joints, 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted.to q b maintain the min.edge distance to mortar joints,additional concrete anchors 21 13 Uj may be required to ensure the"MAX ON CENTER"dimension are not exceeded._. 6 3 Concrete anchor table 31 26 m d ; MIN CLEARANCE MIN CLEARANCI o o m ANCFIOtt .ANGHOR II�tN z To i�IASbNRY 74 AbJAGFfT 1S'P� St�L �1Vli3�bIfNEN7 _.•.•.EbGE.: .. . ... ...1tIVFjOk g ly - v ITW WE,b2 10/12_ i TAPCON® 1/4" 1.1/4" 2"" =4" scats: <N,T.S, EILCObwa.w.- .X -_ m 11LTatlCON® 1/4" 1"1raP 1" 4"- .. .. cNe,By, LFS } HINGE JAMB STRIKE PLATE bETA1L � WOOD SCREW INSTALLAVON NOTES: DPAWNG No,, I.Motnfaln a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL- 1521 ,1 0 - wood screws to prevent the splitting of wood._ - _ s • �HE6r CJ ar 7.. �_�. fly 41 .^'y yy11 O W DO to viol n1r Y•' PV 30 g u TYP,HEAD& JAMBS ao dIx d a BUCK` o m z E0 - n FRAME ^ 1 R]O MASONRY OPENING z a m ^o e o a. u. yyX i. GEJAM18 J'RAME ANCHORING JAMB zo .Maw truction �+ CONCRETE6NCHORNOTES: y I,concrete onchorlocations at the comers may be adjusted to malntoln the min. a edge distance to mortar jotnfs, 2.Concrete anchorlocoflons noted as MAX,ON CENTER'Must be adjusted to W' maintain the min.edge distance to moriarJafnfs,additional concrete anchors / may be required to ensure the"MAX.ON CENTER"dimension are not exceeded, 3 Concrete anchor fable 32 AN�JIOR ANCHOR JVIIN MIN CLEARANCE,.. MIN C,LEARANCR; 31 26 33 m TO AA QSONRY 10 ADJACENT e o ITN! a 1/4" 1.1/4" 2" A" 33 z TAPCoN DAm 02/16/12 ELCON,T.S. uLTRACON® 1/4" 11/4" 1" 4" DwD err JK a S ITW a 3/16" 1.1/4" a 1"1/2, TAPCON HINGE JAMB STRIKE PL41E DETAIL CHw err LFS WOOD SCREW INSTALLATION NOTES: MANG NO': n, 1.Maintain a minimum 6/8"edge distance,I"end distance,&I"o.c,spacing of Fl.-15213,1 N wood screws to prevent the splitting of wood. ' � � [HEE7 6 OF,2, � Q L 1� .......... BILL OF MATERIALS tn ITEM DESCRIPTION MATERIA_ o n MASONRY-3,000 PSI MIN,CONCRETE CONFORMING TO ACI 1 CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 � °:�� •�?1 2 1X BUCK SG>=0,55 WOOD3 2K �?co�� gq 4 1/4-MAX HIM PACE WOOD ��.�� /ll*`•`` `���` z o�o 5 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL // $ 6 #10x 2-1%2"PFH WOOD SCREW 1.-1.5'MIN,EMBEDMENT STEEL ti b ;X14 8 #9 x 3/4"PFH WOOD SCREW .- STEEL N g, N h - m m cw n 9 DOOR SKIN IN,0.075"THICK FIBERGLAS_SH 4.56" 4.56" °*�' m �"' 0 IL m a a IE 10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL To-A- VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL 12 I I REINFORCEMENT WOOD FOR LOCK WOOD FINGER JOINTED PINE JAMB _ WOOD ;•,4 "; ' 8 13 #9 x 2-1/41 PFH WOOD SCREW STEEL V-- 2R 0 2=12" " 14 BOTTOM RAIL CELLULAR PVC 431 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 2.43" ►I 2' a 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD z© 16 FORCE 5WEATHERSTRIPPING BY ENDURA FOAMrz J 9 23 POLYFIBE JAMk- ��, „ o 16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES _ STEELg 18 KWIKSETDEADBOLT-SIGNATURESERIES 780 _ STEEL a m@f v 20 POLYURETHANE FOAM BY AM_YA POLYURETHANE �I o 21 4"x 4"BUTT HINGE STEEL o 23 POLY FIBER JAMB COMP./VINYL IL a 24 HINGE&LATCH STILE _ CELLULAR PVC .25 TOP RAIL_ CELLULAR PVC 4.56" I 4.56" 1 1010 26 DEADBOLT STRIKE PLATE STEEL u 27 LATCH STRIKE PLATE . STEEL 28 OUTSWING BUMP THRESHOLD ALUM.I WOOD w 29 1 HINGE&LATCH STILE REINFORCEMENT LVL N 30 114,X 3-3/4"PFH ITW CONCRETE SCREW STEEL z 31 #9 x 1" P' 31 SCREW _ STEEL B ��_-, 32 114-1 x 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 3/1 b"X 3.1/d"I'FH IIVJ CONCRETE SCREW STEEL lgp AbJUSiA9LE INSININO SIIC_ qB oUfSWING BUMP fNkESITOIb a d0 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS v gIL _ � o N_Z � _ bllTr,02/is/lz - r MAM MT.5, bwC,ay, JK m CHK,by, LFS_ n dDJU59A(1LE INSWING SILL. DRAVANo No,i z " FL•-f52f3.1 ro b Q SHEET 7 or " y RECEWLI) FILE OCT 0 12019 ST. Lucie County, Permitting 7 MIAM1•DADE ' MIAMI-DADECOUNfY a �� . PRODUCT CONTROL SECTION 11805 SW 2b Street Room 208 DEpARTIvIENT OF REGULATORY AND ECONOMIC RESOURCES-(RER) Miami'Florida 331-75-2474 BOARD AND CODE,ADiVIIMSTRATIONDIVISION T{786)315-2590-'F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) iv%v%y.rhinmIdndeROY1econDmY PGT Industries,Inc: 1070 Technology Drive, North Venice,TL 31275 SCOPE: = This NDA is being issued under the applicable rales.and regulations governing the use of construction materials. The documentation submitted has been reviewed'and accepted byh iami-Dade County REE Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction This'NOA shall not be'-valid after the expiration date stated below..The Miami--Dade County.Product'Control Section i(In Miami Dade County)and/or the AHJ('m.areas other,than Miami Dade County)reserve the right to have _ this product or material tested for quality.'assuranoe•:purposes:Ifthis product or material fails to Perform in the accepted manner,the manufacturer will incur the expense of such testing.and the AH7 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 Mami Dade County Product.Control Section that this product or material fails to meet the requirements ofthe appfieable building code. This product is approved as.desenibed herein,and has been designed to comply with the Florida Building Code, including the High Velocity Jiurricane Zone: DESCRIPTION.Series".5570/277011 Vinyl Sliding Glass Door,{Reinforced)-L.YA.1. APPROVAL-DOCUlYM'4T:DrawingNo.MD 55770.0,titled,"Tinyl Sliding Glass DoorNOA(L1V1)",sheets 1 l through 21 of 21,prepared by manufacturer,dated 10/05115,with revision A dated 04105/17,signed and sealed by A.Lynn.Millex,P.E.,bearing the Miami Dade County;Product Control Revision stamp with the Notice'of F Acceptance number and expiration,date by the Miami-Dade County 1Product Control Section. AWSILE IWACr RATING:Large and Small Missile Impact Resistant 1ABELING:Each unit shall bear a permanent label With the manufacturer's name or logo,city,:state and series and following statement'-Mami D ide'County Product iControl 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 ithe performance ofthis product- TERMWATION"of this NOA willboccur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture ofthe product'oi process.Misuse ofthis 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 ofthis NOA shall be cause for termination and removal of NOA., ADVERTISEMENT:The NCA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising 1"tteratum If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy ofthis 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 ofthe Building Official..•. . , • , . _ - ._, T1ris NOA'revises NOA#15-I210.01.and consists ofthis page 1 and evidencepages E-1,E-2,-E-1&E-4.as wellas approval document mentioned.above. . The submitted documentation was reviewed by JorgeM.Plasencia,P.E. r�lartloaDECOUNrr NOA No.17-0420:06 +r{tT Expiration Date. Api it l4,2021 !` Approval Date: September 28,2017 Pagel PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBIVIITTED A. DRAWINGS ' 1. Manufactures die:drawings and sections. (Submiffed under NOA No.11-01017.04) 2. DrawingNo.NW-5570.0,titled"Vinyl Sliding Glass Door N TOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05115,with revision A dated 04/05/17,signed and sealed by A.Lynn Miller,P.E. B. TESTS 1. Test report on 1).Uniform Static Air Pressure Tests 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 02115/16 and.02'124/16) 2, Test repol-t on'1)Air Infiltration Test;per FBC,TAS 202-94 2)Unifoffi 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.FTG 8546,dated 11106/15,signed and sealed by Idalmis Ortega,P:E.(Test report revised on 01104/16 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 ofvinyl sliding glass door,prepared by Fenestration Testing-Lab,hiG.,Test Report No:FTL 8547,dated 12/04/15,signed and.sealed by Idalmis Ortega,P'.E.(Testreport 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 Missite 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 reportrevised on 01/04/16 and 02111/16) Sorge lYL Plaseneia,P.E. Prod ct Control Unit Supervisor NO&No.17-0420.06. Expiration Date: April 14,2021 ApprovaMate: September 28,2017 is-1 i PGT,Tndustries,Ine. NOTICE OF ACCEPTANCE":EVIDF I"C'E_8UBD,MI ED B. TESTS(continued) S. Test report on 1)Air Infiltration Test,per FBC,TAS 262-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94:' 4)Lange 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 202-9 along with marked up Arawings.and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab;jnc.,Test RepoA`No.F L 8549,dated 11166115;signed and sealed by Idalmis Ortega,P.E.(Test report revised on 12104115 and 02111116) 6.',Test report on .1)Air-Mltration Test,per FBC;TAS"202-94, 2)UniformStatic:AirRessure,Test,per FBC,TAS 202-94 3)Water Resistance'T.est,per FBC,TAS 202-94. ...," 4)Large Missile Impact Testper FBC;'TAS 201-94" 5)Cyclic-Wind Pressure Loading pes,FBC,TAS 203-94• along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing1ab,Inc.,Test ReportNo.F2/0 TL 8352,dated"1411$;signed and sealed by IdOmis Ortega,P.E.,(Testxepartrevised•on'0211512D16) 7. Test report on 1)Uniform Static Air Pressure Test;,per FBC,TAS 202-94 2).Large'Migsile Impact Testper FBC,TAS 201-94" , . 3)Cyclic•Wind Pressure Loading poi FBC,'TAS 2039.4 along with marked-up drawingg and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab;Inc,;Test ReportNo.FT-L 6638(samples A 1 thru,A 22),dated 111]9110,'signed and sealed by Jorge A.:Causo3 P_E.�. .- • :r (Submitted wider JYOA No.11-01 OZ 04) 8 :-Test report on 1)Air Iufiit'rationTest;per FBC,TAS 202-94. 2)Uniform Stacie-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;TAS20.3-94 6)Forced Entry Test,per FBC;TAS-202-94 along with marked-up drawings and.inst'allation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6337(samples A11 thruA 5),dated 12106110, signed and scaled by Jorge A.Causo,P.E. (Submitted.un der NOA No.11 0107,O9) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,,complying with FBC-2014,prepared by?.GT,dated 12109115and last revised on 02115116,signed and sealed by Anthony L.lviiller, (Sub>mtted imderNOANo.131210.01) "lorge Ni.Plasencia,PX. ?Toddle[Control UnitSuper'visor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September28,2017 E3 PGT Industries.Inc. NOTICE OF ACCEPTANCE:,EVIDENCE SUBMITTED C. CALCULATIONS(cont;) 2. GIazing complies with ASTNM-1300-09 D. QUALMT ASSURANCE 1. Miami Dade Department of'Regulatory and Economic Resources(RP,,R). E. MATERIAL CERTM, CATIONS 1. Notice ofAcceptance No.15=0528.14 issued to.Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions-for Windows and Doors'',dated 08/13115,expiring on 09/30/19. 2. Notice ofAcceptanceNo.16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202'and.lighter Shades(Non-White)Rigid.PVC ExteriorExtrusions for Windows and Doors",dated 12/08/16,expiring on 12/29/21.' .. . 3. Notice ofAcceptance 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. 1. 4. Notice of Acceptance No.16-0712.02 issued!to ENERGI Fenestration Solutions USA,Inc.for their"TAN 3040,and Lighter Shades(Non-White)Rigid PVC Exterior Extrusions for Windows and Doors",dated 09/15/16,expiring on 02/04/21.- 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA,Inc,for their`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09115/16,expiring on 04/16/20. 6. Notice ofAcceptance No_16-0712.03 issued to ENEROI Fenestration Solutions USA,Inc.for their"White Rigid PVC Exterior Extrusions.for Windows and Doors"dated 08110117, expiring on-02129/18. ' 7. Test reports No(s). 10-002-792(A),10-06-M0527„535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOS.No.II-0107.0'4} 8. Notice ofAcceptance No.14-0916.11 issuedto Kuraray America.,Inc.for thew-"SentryGlas® (Clear and White)Interlayer",expiring on 07/04118. - . 9. Notice ofAcceptance N6.16-1117.01 issued to Kivamy America,Inc.for their"TrosifolO -Ultracl'ear,Clear and Color PVB Interlayeis",expiring on 07/08/19. Jorge M Plasencia,P.E. PAduct Control Unit Supervisor NOA Na.17-0420.06 Expiration Date: Apr1114,2021. Approval Date: September28,2017 E-3 PGT Indnstries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBIYIITTED F STATEAJ ENTS 1. Statement letter of conformance whhFBC-50'Edition(2014)and FBC-6'Edition(2017), issued by manufacturer,dated,08/1}117,signed&sealed by Lynn Miller,P.E. , 2. Statement-letter of no financial interest,dated 01118117,issued by manufacturer,signed& sealed by Lynn Miller,P.E. 3..Letter of lab compliance,part of the:above test reports. 4. IZER Test Pioposal No.17-0387,dated 05105117,,signed by Ishaq Chanda,P.E. G. OTHER 1. Notice of.Acceptance No.15-1210.01,issued to PGT Industries,for their Series"557012770" Vinyl Sliding Glass Door(Reinforced)—L.M.U',approved-on 03103116 and expiring on 04114121. Jorge M.Plasenda,PX- P duct Control IInit 9uperkisor NOA No.17-0420.06 EspirafionDate: April 14,2021 Approval Date: September 28,2017 B-4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: :' IMPACTRAfING Group- Anchor substrate Frame Member Min,Edge Min. RATED FOR LARGE&SMALL INCLUDING POCKETS & 90°/'135° CORNERS Distance Embedment MISSILE IMPACTRESIS7ANCE P,,Soul am n• 05 amb 916- - 1-51W GENERAL NOTES:` (SG=0.65) .___fTo_oT"` e s^ _-T-376-- DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 912,steal SMS(05)of Aluminum.6063•TO and/Sa omb 31a' va° SEE TABLES 1,2&B1,82 2 DESIGN PRESSURES: 410 8.8,BMs 0.125'min,tldoknoss P•hook 3/a•, 116^ &8 A,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (Mn 71 thmadaM -Stool,A36' and/511Vmh s•. 0.080• ON SHEETS' ) (0,06o•min,thlakness) P•6014 3/8• 0,080^ B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A- Steal swd,A853 Gr.33' Head/Sill/Jamb 3/8• 0.071 (1 Ga, C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, 0.071'min,tNaknoo8 P-FO;N M. 0.071^ Gs, 3)ANCHORAGE:THE 33-1/3%STRESS'INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.-MATERIALS, 114'Elco Ullmaon PT,Soulhom Pine Jamb 1' " 1.3101, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER.DISSIMILAR MATERIALS sG=o.5s) d/wk 11^ 1-318• 114"Elw 4106.5.Cret•Fiox PIT.M,;.Pine .F1aedI511VJamb 1• 1.318• SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBG), 5G=0,58 P o0 P 316 4)SHUT7ERS'ARE NOT REQUIRED PER FSC REQUIREMENTS,AS APPLICABLE, B 912,stool mod screw(GS) P.T.Soulhem Pine Haadlsill/amb enc^ 1• e 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT, ISO-0,661 P•hook,Compet9718^ 3ra 6 REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION 9.960 F411Wlook 1^ i vw _ 114'Eled-Ulteaeon -U ngn•2.65 Ms , a a mb 1-31.ti°• 1.018• SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES ungmumd c61 ,- Jamb r_ M/4• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA _ ASTM C-90 P4wok. i^ 1.114^ REFERENCES(TEST REPORTS):PTL-6337.6338,8646-8649,8652&8717 f FXOVA-10.002-792(A)&10-006.10231 ngrouta CMU, amb T3 1�1 4^ CAMBRIDGE 535753-09: 114•Elea41o6.S.CroteFtox (ASTMC•90 PSJII!J 494" 1.1/4 GENERAL NOTES,............I Concrete Head/5111/Jamb 1-3/16• 1.314° 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED.TO COMPLY WITH THE R86U[REM ENTS OF THE FBC, INCLUDING THE O_ 112,3.35 ks P•hook 1' 11.3/4 EXAMPLE CONFIGS..........2 HIGH VELOCITY HURRICANE ZONE(HVHZ),THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concrete' HOWSodJamb 1.412' 11.3/6^ INSTALL DETAILS..............3.6 FENESTRATION SOLUTIONS USA',INC,OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA min,2.22kc1 P.hook_- 1-112• 1.3/6• DP/ANCHOR TABLES.,...,.,7.6 BUILDING CODE FOR PLASTICS;'COMPONENT REQUIREMENTS), 114'Eleggt 1668.8. U(ASTM=11, '• Jam 2• 1.114^ EXAMPLE..,,,....,LS...,..,.,,..•e ( ) - - Aggte•GaYet ASTM C•90 P•hdak 21 11.174' ' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE PSG,AS APPLICABLE, PT.Southern Pine HoodtSnvJamb P 1-3/8' GLAZING DETAIL5,..,,,,....,10: 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED, (so=0.65) P.,dok 1^ 0111' ANCHOR LOCATIONS 11-16 10)THE 6570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 670/2770 SERIES, concrold Hoad/51VJamb 2.11z•. 1.3/6• PANEL TYPES...................17 ANCHOR NOTES: 114" min"2,86ka P-hook_. _.2-1121 1.36^ EXTRUSIONS.•......,•„••,,,.,.,18 Eloo Ukr000^, n9rouled CMU, Jamb 2.112• 11124 1)FOR CONCRETEIGMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY o ASTM C•00 P•hwk 2.112• 1.114^ ACCESSORIES..................19 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Concrolo Hoed(S!iV mb_ 2,11Z 1.31-3 SCREEN DETAILS.............20 REQUIREMENTS, 1/4'Elco410S.S;CrolsFiox min.3.16 ks P•hook 2-112• 1:518- FARTS LIST 21 2 FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Ony,owod CMU, Jamb 2-1/2° t 11/47 _.-- -.._ _. .. - -.._-(ASTM.C-90).-.. __P_•hook---.I_2-/2 1-14' 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL +MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as complyi g with theFlorida IF UNIT IS INSTALLED DIRECTLY YO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1.112°THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA eailding Godo GREATER,IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS-TO THE BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, NOA-Ne. 17.0420.06 STRUCTURE;BUCK DESIGN AND INSTALLATION IS THE.RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD expiration onto 04/14/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED`CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, ay 4)METAL SUBSTRATE 70 MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE PBC AND TO BE REVIEWED MIam1- o Product Control BY THE AUTHORITY HAVING JURISDICTION. - _ 6)IF:-SILL-18 TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED,IF USED,NOWSHRINK,, NON-METALLIC GROUT,MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.F, Mln,Fu LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw _ 92 kal 120 ksl SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: 410 ScreW- 90 ksl 110 ksl SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2011 FLORIDA BUILDING CODE(FOC)6714 EDITION Eloo Aggre-OatorS 67 ksl 96 FBF FLORIDA BUILDING CODE(1760) ,6TH EDITION Elco UltraCons 155 kel 177 ksi •ASTM E130D-09 INSTRUCTIONS: •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION 410 SS Elaa CreteFlekOt 127.4 k91 188,7 Its 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE -ALUMINUM DESIGN MANUAL,AOM-2016 6063+75 Aluminum 1e sl 22 ks k kik LYNA( SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI 5100-12 Ash steel 36 ksi 56 sl SONY (V/y GLASS,/REINFORCEMENT, aAfSO 360.10- - Gr 33 s1_ee stud a3 ksi 45 ks .'`dCENSF li- 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 TI r No,68705 HEIGHT, 4 VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/16 ' 3)CHOOSE WHICH ANCHOR GROUP(A•b)IS MOST APPLICABLE,ANCHORS ARE DEFINED IN TABLE A,THISSPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE GENERAL NOTES S J ROSOWSKI ��t SWEET,ALONG WITH THE CORR. E ®J�jf �Q� s q DISTANCE. - coPvrticl,ro2o 7'rcrw0uslnes,ac, UPDATED TO FBC 2017,VINYL MFG, �� 04/06/17 'i�F�+ tY0rt10a PRESSURES MET OR EXCEEDED,USE TFROM THE DESIGN PRESSURE TABLESHE ANCHOR QUTABLES I OR ANTITIES TRIES HOWN IFY THAT THE'OPENING'S REQUIRED DESIGN 1070 TECHNOLOGY DR u 111111100 5) tS?%kk 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET, N.VENICE,FL 34275 e)ADDITIONALLY,SEE THE EXAMPLE ON SHEET B, (941)•480.1600 11jSGD-5570 NTS 1 OF 21 $ MD-6570.0 A A,LYNN MILLER,P.E. CERT.OF AUTH. 29200 c P,E.p 68706 MAX,UNIT WIDTH MAX,UNIT WIDTH MAX.UNIT WIDTH — MAX,UNIT WIDTH NOM,PANEL WIDTH NOM,PANEL WIDTH NOM:PANEL WIDTH �- NOM,PANEL WIDTH PER TABLES 1&2 PER TABLES 1 2 PER TABLES 1&2 �'— ` , PER TABLES 1&2 --- f�• _ MAX,UNIT / Q I MAX.UNIT / / I MAX.UNIT } I MHEI HEIGHT HEIGHT, I HEIGHT. I NEIL & / / / I PER / PER TABLES 1&2 PER TABLES 1&2 I ER TAB1 2 / / / I� TABLES 1&2 / / / / I� 1 . MOW I� PaL'R@r I I^ / / / POCKQr I / / / I PQC*7 1_._..—. .�- I PANEL 2-PANEL 3-PANEL CONFIGURATIONS + 4-PANEL CONF�U TIONS CONFIGURATIONS CONFIGURATIONS MAX,UNIT WIDTH MAX,UNIT WIDTH = MAX,UNIT WIDTH NOM.PANEL WIDTH NOM,PANEL WIDTH � NOM,PANEL WIDTH PER TABLES 1&2 PER TABLES PER TABLES 1&2 'I � I MAX.UNIT f I9s 'HEIGHT /� $ afz MAX.UNIT y/ 1 I MAX,UNIT - / e PER .� 2..1198 HEIGHT / I� HEIGHT I" TABLES 1& 5 ENE�t. PER TABLES 1&2 / / / /• / PER TABLES 1&2 / / . ,��r j �, f Poor IN --j "i CORNER,TYP. 5-PANEL CONFIGURATIONS n 6•PANELCONFIGURATIONS •- oUfSDECORNER330MINSIDECOMERSWRM PRODUCTg'R14VISBG .MAX,UNIT WIDTH MAX.UNIT WIDTH elaing conq with tho Florida NOM,PANEL WIDTH NOM,PANEL WIDTH 10A-No., M 17.0420.06 PER TABLES 1&2 PER TABLES-�1&2 Tp a Expiration Data 04/14/2021 B Miami- de Pro duet Con ro MAX,UNIT I MAX.UNIT HEIGHTs I HEIGHT PER TABLES 1&2 / / / / / / / I PER TABLES 1&2 / / / / / / / ' � / / � � Pack•I� .. � Nr- 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X'=OPERABLE PANEL DLA WIDTH=NOM,PANEL WIDTH-8-9/16" ri 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+13/18" �,`\ �NOICENSN�/��ii/� LOCATIONS,EXAMPLE;4-PANEL XXXX IN POCKET(P)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp,OXXX IN "P" POCKET DLO HEIGHT=DOOR HEIGHT-11-1116" Q F''•. POCKET CONFIGURATION CAN BE OXXXp, PANEL HEIGHT=DOOR HEIGHT-2-112". No,58705 4p 2)90°&135'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS, VINYL SLIDING GLASS,DOOR NOA(LM) 10/06/15 = D E >f 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS J ROSOWSKI REVIEWED BY THE AUTHORITY HAVING JURISDICTION, ® ��Jd' ''��ORioA •''��� ` DETAIL LETTER coPTRGHTo2otT PGTwDusTRF9.IH6. NO CHANGES THIS SHEET, 04/05/17 i,s7''" ••• ' ALL RIGHTS RESERVED /ONAI i0,%\\` 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2, 1070 TECHNOLOGY DR �° N,VENICE,FL 34275 6}MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.856 FT' '--SHEET NUM9ER (941)-480-1600 SGD•5570 NTS 2 OF 21 [4 MD-5570.0 q A.LYNN MI���R,P.6, CERT.OR AUTH.N2R2SE - P.E.fF GB703 DETAIL AI DETAIL BI METAL TYP„SEE ANCHOR THRU 1X WOOD 1 ASTRAGAL DETAIL 01 DETAIL D1 NOTE 4,SHEET 1;MIN,OF 3 INTO MASONRY FACING EXY• INTERLOCK INro METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH -1/4"MAX. REQUIRED IF DOOR TYP,ANCHOR TYPE, •;' ., HEIGHT IS OVER 90° e1 21 io EMBEDMENT AND "•�;t', +' 94 MAx a9^o.c, 22 RR EDGE EDGE DISTANCE PER 1 ' DISTANCE SUBSTRATE,SEE ,'"'r .; /4� 11 q o o TABLE A,SHEET 1& • DAYLIGHT tp IN1'ERIon NOTE 3,BELOW 4 OPENING {I — ,�,' ,•'' 8 o WIDTH — 33 EMBEDMENT — EDGE / 71 c� (4)THRU KEEPER(�MAX 99 oLl EDGE DISTANCE;n „'1'; o sg a 2e s9 9ze—XTawG 3.6 o,c„SEs SHEET/9 DISTANCE - SEE NOTES, - 94 I I 26 29 27 0 29 SEE NOTE S, 1/4"MAX. "'`' THIS SHEET I '-I SEE Norse, THIS SHEET - '• 1x oR 2x WOOD 0 / / . 32 THIS SHEET EMBEDMENT BUCKSTRiP,SEE BEE NOTE 9,THIS SHEET 20 34 'SMS/ / NOTE 3,SHEET 1 L_—_.,— —-J� #3 X 314 SMS REINFORCEMENT SCREW;7 PLATE AT ) / N). EDGE 93 PER STILE,LOCATED AT CENTERLINE AND 5", ETYPANCHOR TYPE, EVERY / HORIZONTAL SECTION(XXX SHOW9"&12"FROM ENDS(FACTORY INSTALLED), EMBEDMENT AND ANCHOR ` USSYRAYE,SEE LOCATIONi. DETAIL 02 DETAIL-D2 ` DETAIL 132 TABLEA;SHEET 1•& - DETAIL A2 INTERLOCK INTO MAsorraY Fac NI aGAL NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INTO 2X WOOD REOUIREO IF b00R EMBEDMENT I— �——•—--— FRAMING,SEE ANCHOR 18 DAYLIGHT 21 HEIGHT MOVER 99° , 1 NOTE 3,SHEET 1 OPENING 22 o . 1 INTERIO PRODUCT REVISED WIDTH- DISTANCE ) I a9 compilnp with the F16r9da DOA-No odds DISTANCE � � Nod-No. 1"70420.06 TYP•ANCHOR TYPE, SEE NOTE 0,THIS SHEET EMBEDMENT AND 29 RS&R@-\ I Expiration bate 04/14/2021 EDGE DISTANCE PER d 93 2 e i TYP:ANCHOR TYPE; I 6v t SUBSTRATE,SEE S EMBEDMENT AND P q Mlam-D a Product Control TABLE A,SHEET i& 01 q _ c� EDGE DISTANCE NOTE 3,BELOWPER SUBSTRATE, SEE TABLE A,SHEET d d �1 _ — - [� ,,: 1&NOTE'3,BELOW EDGE 4)THRU KEEPER Q MAX I SIE TEWDR DISTANCE �o - 99 3.6^O,C„SEE SHEET 19 �— 1/4"MAX, PANEL WIDTH -- �=g 1 CONCRETE/CMU PER ASTRAGAL MAYBE , ANCHOR REQUIREMENT INSTALLED.IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR', 11 ( NOTES ANCHORS;SEE EXTERIOR DIRECTION. `���*,N. ..........LY �i;" 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS,_ REINFORCEMENT TYPES(SEE NOTES THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. `\�� a�.• xv:NS :����.�J 2)REFER TO ANCHOR NOTES,SHEET 1, FOR ALL LocKsrnes, *,' No,58705 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,T",Ln` 20 2s VINYL SLIDING GLASS BOOR NOA(LM) 10/05!16 s!= ANCHOR QUANTITIES,SEE TABLES 1&2, STILES AND 1 .-.:- HORIZONTAL RAILS 111 ' 4)CONTINUOUS ANCHOR PLATE,ITEM#13,IS REQUIRED A7 ALL INSTALLATION;HORIZONTAL X•SECT, m` J ROSOWSKI 70 't 1 'r Q: FRAME ANCHOR LOCATIONS, ���'•, STA E OF ��C 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON, �i tC �toRlDp Cl�� FOR CGTNNGItt0201iPGT91DdSTR1E&INC, NO CHANGES7HI35HEET, � 04/05/17 ��ss;'••..,,•,.••''����. 6)SEETABLES1&2 FOR REINFORCEMENT REQUIREMENTS-ALL IMERLOCKS 2T pg ALLRIGNTSkESERVED iii /p REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY r � 1070 TECHNOLOGY DR �r�ttALIEt� THE EXTRUSION,REFER TO TEST REPORTS FOR EXACT DIMENSIONS, N.VENICE,FL 34276 A.LYNN MILLER,P.E 7)SEE SHEET 20 FOR SCREEN DETAILS, STANDARD Ho p410F AUTHi sets 5Gb-5570 NTS 3 OF 21 MD-5570.0 A p,E.0 69799 7 TYP.ANCHOR TYPE, Ej IUN OTMAASONRYI AND EDGED STANCE PER DM DE INTO W OD2 DETAIL o IT DETAIL INTO MIETAL DADE APPROVED MULLION,FSC tx BUGtSTRIP SUBSTRATE,SEE TABLE A,SH _T COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP,ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD,MAY CONCRETE/CMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL, PER ANCHOR DISTANCE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REgUIREMENT 8EE SUBSTRATE PROPERTIES, REQUIREMENT DISEDGE TANCE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 ° EMBED• DISTANCE Y+_ EDGE DISTANCE r7 . MENT EMBEDMENT EMBEDMENT 1/4"MAX,� e D 1/4 MAX, 1/4"MAX, 1/4"MAX, BUCKSTRIP,SEE E 60 ANCHOR NOTE 3, o a YP,ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND T zEDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE.PER SUBSTRATE,SEE If T SHEET 1 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A;S11CCT 1&NOTE 3,THIS SHEET If 80 NOTES 5 / \ If FOR )DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LD0KSTI1Es, p 2)REFER TO ANCHOR NOTES,SHEET 1. ASTRAL, 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING PUCEANpiLES #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH r NOM,PANEL WIDTH•8.9/16" ANCHOR PLATE AT HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT"11=1/18" CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION (3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT 25 _PANEL- ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING \ FRAME SEE HEIGHT -LENGTH OF THE EXTRUSION,REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTE e, SILL RISER EXACT DIMENSIONS, as complying with the Florida THIS SHEET VARIES WITH Building redo REQUIRED NOA-No. 17.0480,06 FXTER11 POSITIVE Expiration oato 04114/2021 `�- DESIGN 390 1+® Ep SEE SHEETS a 2e 82 .PRESSURE, 390_H f,— Mioml- ad -pfod4ct control rY J?TEB et ORe2 7&8, 2.947 390 -1-+- (r7 z5 OR(s 390 T„ I 3a 42 #42 SHOWN t 1.793 2.370 �4 4,041 1/4 MAX, 3.45A0 Phi PLY .823 GROUT.AS S 2'887 NEEDED,SEE �[ 1.917 ANCHOR NOTE to 2 12 I _� .06 - 080 2-1/2”=TOTAL 060 - 6,SHtET 1 e o fl 1/4"MAX, 5 SILL HEIGHT SILL RISER SILL RISER SILL RISE SILL RISER `��» a®� �C�., ©■ 1 42(2112"TOTAL 43(3-1/2"TOTAL 44(4.1118"TOTAL /6 (4-5/8"TOTAL tip`SON..L.... �� —1 SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) �� NS '•, • 1� EMBED- ' ;v I EMBEDMENT DISTANCE EDGE - A r No.5870, G MENT VINYL SLIDING GLASS DOOR NOA(LM) 10/06/16 A a, — EDGE TYP.'ANCHORTYPE, TYP•ANCHOR TYPE, INSTALLATION,VERTICALX-SECT, �� JROSOWSKI %�0_ DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND 1�nf �0,�•, STATE OF fV EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE Oonrnwlrt®zoiT FCTINBUSTRIEs,ING. NO CHANGES THIS SHEET. a 04/05/17 �i,Ct`s''•F<,oRiRP,, G���` CONCRETE/CMU PER SUBSTRATE NOTE 3 SHEET 1 PER SUBSTRATE, AT RIGHTS RESERVED PER ANCHOR DETAIL F1 SEE TABLE A, DETAILF SEE TABLE A, 1070 TECHNOLOGY DR ' pNALiEN`�� REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MASONRY THIS SHEET INTO w000 THIS SHEET (941)-480-1600 SGD-5670 NTS 111 4 OF 21 a MD-5570.0 A A LYNN MILLER,P,E• CERT.OF AUTK 02MB P.E,M 58705 ._ 4 71 4` • _ Pio �-�J�l 9 • C 10 - 35 INTERIOR /� 26 OR Za 71 16 L (4)THRU KEEPER O 2 --- 4 - 89 9A Q MAX 3.6.O.C., , 29 0 2A 37 98 MAX 18.6"O.C. ITN ERIOp 33 SEE SHEET 19 - 30 0 - INTERIOR DETAIL H2 �o� c ,a (4)THRU KEEPER(03 MAX 2RIOR 0o• _ - a 00 3.6 O.C.,SEE SHEET 19 avrsltle CORNER (p( a3 AO" � so U OR NT I 1 - _. C�0 6XT0RIOR 135° O V a1 Q o 00° DETAIL Gj DETAIL H1 MAX18.6°O.C.sa OQ 136' INSItlE CORNER � INSIOE OORNER 4d - - (4)THRU KEEPER @ MAX 3.6`O.C., SEE SHEET 10 O �-1 PRODUCT REVISED as complyyingg W14h the Florida Building Codo _ NOA No. 1170420.06 OO 1350 O Expiration Date 04/14/2021, �F o IVIIamhD ©ProdUe Coniro NOTES 0 1)DETAILS APPLY TO 2,3 AND 4•i(RACK CONFIGURATIONS, 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 2s o 29 009 QUANTITIES,SEE TABLES 1-9 2, - N%I +/i, O 33 � 39 — 3)CORNER ASTRAGAL MAYBE EITHER TO THE INTERIOR OR EXTERIOR, ���` o�Y LYNN 35 Q DEPENDING ON CONFIGURATION. �tcENsF �1�'',� MAX-10.6'O.C.99 _ � - ,�,� �; - ,•'F�� ' (4)THRU KEEPERQMAx QA19 s9 ERIDR VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 * No,68705 s 3.6•a,c.,sEE 9HEEr 1e .CORNER ASTRAGAL HORIZ,X-SEDT, J ROSOWSKI �'0's q DETAIL CZ ;0 , si F135' j�nT oUTSIOEGoRNER' - ;;�\ COPVRIOHT©2anvonNousTRl!~^>,IRc, a NO CHANGESTHIS SHEET. 04/05/17 '.�Ccs''•:�;�oRigP,.'���.` 1070 TECHNOLOGY DRa N,VENICE,FL 34275 (041)-480-1600 SG6-5570 NTS 1 5OF 21 �Z MD-5570.0 a A A.LYNNMILLER,P.E ' C9RT.OP AUTH.020298 P•E.1!58)05 „,; DETAIL 11 DETAIL 12 ' OPTIONAL NON- INTO MASO I INTO MASONRY STRUCTURAL CONCRETE/CMU ANCHORS FOR ' 't ” Q EDGE 21 22 PER ANCHOR INTERIOR POCKET ^ INTERIOR TYR ANCHOR TYPE,EMBEDMENT DISTANCEr f r REQUIREMENT JAMB �• e9 01 28 27 . AND EDGE DISTANCE PER SEE FIG L SUBSTRATE,SEE TABLE A,—\, , INTERIOR POCKETS MUST �, SHEET 30 o SHEET I&NOTE 3,BELOW M',,',r a FIGURE 1 INTERIACKSATPOCKETS: INCLUDE A NON-STRUCTURAL FOR DOOR HEIGHTS 06"AND LESS: FRAME JAMB TO REDUCE THE (•' (' 10 i +,J ' •'I,. OPT, POSSIBILITY OF WATER 21 ' INFILTRATION, ANCHOR 81 q ',..�'• 1/4"MAX 18 17 OPT. EMBEDMENT ( ,�1iy ti POCKET BY OTHERS,SEE NOTE 6 BELOW. �] MEN +•.:;; OPT, FXTE�8 1/4"MAX, q o FOR DOOR HEIGHTS OVER 98" 21 9' ANCHOR 14' 87 MAX,O.C. CONCRETE/CMIJ sS5FIE1. T TYR ANCHOR TYPE,EMBEDMENT F -t?�1O EDGE PER ANCHOR THIS SHEET AND EDGE DISTANCE PER DISTANCE REQUIREMENT 28 v SUBSTRATE,SEE TABLE A.SHEET 1 &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 e1 • 21 - TYP.ANCHOR TYPE,EMBEDMENT METAL TYP„SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET•1 &NOTE 3,BEL O BE A MIN,OF 3 THREADS BEYOND EDGE 2X WOOD BUCKSTRIP OR PRODUCT REV LSED THE METAL SUBSTRATE FRAMING,SEE ANCHOR a0 complyIn9 with the Florida EDGE DISTANCE 6ullding Co00 NOTE 3,SHEET 1 NOA-No. 17.0420.06 DISTANCE OPT,ANCHOR OPT.ANCHOR Expiration Date 04!14/2021 DETAIL 13 � INTOMETAI EMBEDMENT By -'— 17 OPT, Q 17 OPT. Mlam-. a product Control EMBEDMENT —F 7T DETAIL 14 J q 114"MAX, 1/4" INTO W000 MAX. _----- ' ExrERIOR 10 SEE FIG 1, d SEE FIG 1, d _ THIO SHECT 31 EVERIO THIS SHEET 30 n- 88 27 _R - 22 21 E1 EXTERIOR POCKETN ..... EXTERIOR POCKET 1k No;88705 NOTES VINYL SLIDING GLASS DOOR NOA(LM) 1005/16 ;T4 1)DETAILS APPLY TO 2.3 AND 4 TRACK.CONFIGURATIONS, P-HOOK EXAMPLES,HORIZ,X SECT, J ROSOWSKI 2)REFER TO ANCHOR NOTES,SHEET 1• �0� FTA O ww,� 3)SEE SHEET 19 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&Z COPYIilOHT02017 PGTINDU9TR E8,INC, a NO CHANGES THIS SHEET. �9 04/05/17 ei,�s''• 4081 .,, 6j INTERIOR OR EXTERIOR POCKETS EAPP ABMENT LE(FOR ALL(INSTALLATION METHODS. 1070 TECHNOLOGY DR ��S, ALL RIGHTS RESERVED ���i;S1/11111100Ai ��`\ 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34276 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (041)-480-1000 SGD-5570 NTS 6 OF 21 f MD-5570,0 A A.LYNN MILLER,P.E. CERT.OF UTH.02am" p.E,N�8%OS TABLE 1; Design Pressure(DP)and Anchor Quantities Required, (for ail approved configurations on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE TABLE A, Glass Types i,1A,3 or 3A 60" 84" 961- SHEET i FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement 029 68-15116"51.0 Height 72-15116"DLO Height 8415/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES,ADDITIONALLY,THE ' Looksille Reinforcement#25 or 026 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE OP DUE TO THE SILL HEIGHT MUST ALSO BE std.IntatlooK Rdnferoement 427 A B C D A B C D A B C b CONSIDERED,SEE TABLE B1,THIS SHEET, Design Pressure +60/.60 psf +60/-60psf +60/-60psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX;FOR C3+1,a ANCHORS FWI)Lld"'. He2d/5111 C3+1 03+1 C3+1 C341 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR-REQUIRED AT 24" O Jamb G 6 6 6 6 6 6 5 '6 6 68MIDSPAN OF PANEL),th —TOTAL#OF ANCHORS THROUGH THE JAMB, P-hooK 7 7 7 7 7 7 7 7 8 8 8 6Design Pressure +60/•60psi +60/-60 ps/ +60/-60 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 8" 03+1 03+1 C3+1 G3+1 C3+1G3+1 C3+1 C3+1 G3+1 C3+1 C3+1 C3+1PERPENDICULAR TO THE GLASS. Jamb 5 G 5 5 5 5 6 6 5 5 5 6 - Width . P-hook 7 7 7 7 7 7 7 7 8 8 8 8 31-1/B" Design Pressure +80/-60ps! +60/•60ps! +60/-60ps! 36" bL0 - Head/sill - C3+1 C3+i 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 n. Jamb 5 b 5 6 5 6 6 5 5 5 6 6 Width P-hook 7 7 7 7 7 7 7 7 6 8 8 8 o Design Pressure, +60/-60psf +60/•60psl.- +60/-60ps! HeadlSlll-; C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+) C3+1 C3+1 42" DLO TABLE 811 Jamb 6 6 6 6 6 6 6 5 . 6 6 •Waterd.1mited Width: 7 7 7 8 8 5 5_• FIG 1t P-hook 7 _ 7 7_ 7 7_ 8 8_ (+)Design pressure Q�LEhlG +60/-6o sf Desfgn Pressure +60/-60psf +607.60 psi _ P Bill- Nom,Sill Max.(+)DP d31/6"- HesdISlllq G3+2 C3+1 C3+1 C3+1 C3+21030 C3+1 C3+1 C5+2 C3+1. C3+1 C3+1 ASSEMBLIES 48" DLO Jamb5 6 - 6 5 5 6 ' 6 5 - 5 5 6 5 INSTALLED WHERE THE - - - - Riser : Height• 'Allowed DOOR Width k None 1-11116" See Note 2 C7 PRODUCT REVISED P-hook7 7 _'7 7 7 7 7 7 8 8 - 8 B NG(OH)LE do' lying with the Florida ' u`i OVERHANG LENGTH IS as c --- - 42 2-0/2° +36.7 psf Z Bun n o 0 _ EQUAL TO OR GREATER THAN 43' 3.1/2"' +6D.0 psf p THE OVERHANG HEIGHTIS NGA-No. 17.0420.06 USED_IN EXAMPLE ON SHEET A 44 4-1118" +60,0 psf. EXEMPTED FROM WATER- i xplrution oat 04M4IZ02 t INFILTRATION RESISTANCE. W •45 d518" +80.0 psf Ely ,,.:- �-----� ' - - - - - Miami o Product Con ro X111 ffifr - DLO WIDTH NOM.PANEL WIDTH-8-9116" PAN IGH H /2 DLo HEIGHT-`DOOR HEIGHT-11�i118" EL HEIGHT�DOOR EIGHT-2=1 " 0 V As TABLE NOTES VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 N°'eg7gs 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 . % AND TABLE 61 DETERMINER THE WATER LIMITED(+)DP DP&ANCHOR QUANTITY TABLE .J ROS.OWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR-OVERHANG IS PER FIG 1,A SILL RISER IS NOT REQUIRED,IF 50,+DP'S SHOWN IN TABLE 1 MAY BE USED. aopyrv, iwc, k NO CHANGES THIS SHEET. 04/05/17 i ,;LoRiDa.••'\� 3)SEE SILL RISER TYPES ON SHEET 4r — ALL RIOHYS nEseRUED �J S ."•,••• Cy 4)SHEET APPLIES TO 2,3 AND 4,TRACK CONFIGURATIONS, 1070 TECHNOLOGY DR � i��� `�MA�t�ai�`� 53 REFER TO ANCHOR NOTE=S,SHEET 1. N.VENICE,FL 34275 6 SEE SHEETS 11.16 FOR ANCHOR LOCATION&SPACING (841)-480.1800 SGD-557D NM TS 7 OF 21 �� D-5570,D A A,LYNN MILLER,P.E. CERT.Op AUTH,02M � PE.d e0i06 TABLE 2: — Design pressure(DP)and Anchor Quantities Required, (kr all approtied configurations on sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Helght PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE TABLE A, Glass Types 2 or 4 80" 84" 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragel Relnforoement#29 68.15/16"DLO Height ' 72.15116"DLO Height 64.15116"DLO Height 98.15116"DLO Height 108.16/16"DLO Helght THE MAXIMUM DP AT THESE ANCHOR QUANTITIES,ADDITIONALLY,THE Locketlle Reinforceent#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE,T THE SILL HEIGHT MUST ALSO BE m HD Interlock Reinforcement(128 A B C D A B CD A B C p A B C D A 8 C D CONSIDERED,SEE TABLE B2,THIS SHEET, Design Pressure +100/-100psf +100/-100 psf +100/-100 psf +601.65 psf +60/•65psf CLUSTERED AT PANEL MEETING POINT AND I# ANCHORS THROUGH THE HEAD&SILL, FOR 181/8" HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1103+1103+1 C5+1 C3+1 C3+11 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 03+1 C3+1 ANCHOR REQUIRED AT E3 ANCHORS 24° DLO MIDSPAN OF PANEL), Width Jamb 5 5 6 5 5 6 5 5 6 6 5 b B 6 6 8 6 6 6 8 TOTAL#OF ANCHORS THROUGH THE JAMB, P-hook 7 7 7 1 7 7 7 7 7 6 6 6 B 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK,. Design Pressure +100/-100psf +100/400 PSI` +100/-100p6f +60/-65psf +60/-65 psf PERPENDICULAR TO THE GLASS, 26'118" Head/5111 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1103+1 03+1 C5+1 C3+1 C5+1 03+1 C3+1 C3+1 C3+1'C3+1 05+1 C3+1 C3+1 C3+1 30" DLO Jamb 5 5 6 S 5 5 8 5 5 6 7 6 6 6 B 8 6 8 8 6 Width P•hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 1 9 10 70 10 10 31.718° Design Pressure +J00/-100psf +100/400psf +1001400psf +601.65psf +601-65psf FIG i: 36'" DLO Head/SIII C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 Cb+1 C3+1 C5+1 C3+1 2t_LENGTH Width Jamb 5 5 8 6 5 5 8 5 6 6 7 6 8 6 8 B 6 6 6 6 P-hook 7 7 7 1 7 7 7 7 1 7 8 e 8 8 9 1 9 1 9 9 10 10 10 10DOORASSEMBLIES W 37.1/8^ Design Pressure +1001"100 psf +100%.100 per +100/-100 psf +601.65 psf +60/-$5 psf -' 0 -INSTALLED WHERE THE `� 42" DLO NeacUsill C6t2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 b5+2FCC5E+21��C,3+1 C6+1 C3+1 C5+1 C3+1 C5+1 C5+1 C6+1 C3+1 xOVERHANG(OH)LENGTH ISa Jamb s 5 7 5 5 5 7 5 5 6 6 8 8 s 8 8 7 6 2 EQUAL TO OR GREATER THAN Width 0 THE OVERHANG HEIGHT IS P hook 7 7 1 7 1 7 7 1 7 7 1 7 e 6 e 1 e s s 9 1 s 10 10 10 10 o Design Pressure +1001.100psr +1001-loops( +92/•92psf" +60/-65psf +60/-65pst EXEMPTED WATER z 43-1/e° INFILTRATION RESISTANCE. 48" DLO HeadlSill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C6+2 C3+1 C5+2 03+1 C5+2 C5+1 C5+2 C3+1 Width ___ Jamb 5 5 7 6 5 1 5_ 1 8 5 5 1 5 9 6 1 6 6 7 6 5 6 B 8 --- - P-hook 7 7 1 7 , 7 7 1 7: 8 1 8 8 B 9 9 9 9 9 9 10 10 10 10 TABLE B2; PRODUCT REVISED as eomplYing with tho Florida Design Pressure +80/40pst" +80/-eopsf +80/-80pa/ +60/65paf +54.1/-58.7 psf Water-Llmlted Building Cc a 48'1/8" Head/SIII C5+2 C3+2 C5+2 I C3+2 C5+2 +21 C5+2 I C3+2 C5+2 C6+2 C5+2 C3+2 C5+2 C5+2 C5+2 I C5+2 C5+2 C$+2 C5+2 C5+2 (h)Deslon Pressure NOA-No, 17.0420.06 54" OLO expiration Date 04/14/2021 Width Jamb 6 6 6. 5 6 5 7 5 5 $ 8 5 6 6 8 6 8 8 8 8 SIII Nom,9111 Max,(+)DP -- P-hook 7 7 7 7 7 7- 7 7 8 e 8 8 9 9 9 9 .10 10 10 10 Riser Height Allowed___ lay --- Mla - Product Contro -17 Design Pressure ±80/-BO psi +80/-80 psf +60/-0O ps! +59.1/-84 psi +-49.61-0.7psf None 1.11116' See Note 2 _ 55.1/8" Head/S111 C5+3 C3+2 CG+3 C3t2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5t2 42 2-112" +38,7 psf 60" DLO Jamb 6 5 B S 6 5 7 5 5 5 ti 6 6 8 0 6 B 8 B 8 43 31/2" +60,0 est Width p-hook 7 1 7 1 7 1 7 1 7 1 7 7 7 0 8 8 8 19 9 1 9 1 9 1 10 1 10 1 10 1 10 44 4.1116" t80.0 psf +1.100.0 PSE FOR ANCHOR GROUPS B,C&D, 45 4-518" +100.0 psf DLO WIDTH=NOM,PANEL WIDTH-8016" DLO HEIGHT-DOOR HEIGHT-11-1116" 0 LYN/ytf PANEL HEIGHT=DOOR HEIGHT-2.1/2" o''4tGENS� �((�� TABLE NOTES: No,68705 ' VINYL SLIDING GLASS DOOR NOA(LM) M 10105/15 * 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 ` AND TABLE 02 DETERMINES THE WATER LIMITED(+)OP. DP&ANCHOR QUANTITY TABLE 11,t-1 J ROSOWSKI "*�Jj 7� 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG.IS PER FIG 1,A SILLS7ATl ;' RISER IS NOT REQUIRED,IF 30,+DP'S SHOWN IN TABLE 2 MAY BE USED. coPYRIONTo2o17 PGT INDUSTRIES,INC. NO CHANGES THIS SHEET. ac9 04/05117 3)SEE SILL RISER TYPES ON SHEET 4, AIA MOMS RESERVED s/QNA�ir�G 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DR � rrrl r l l I l I ` 5 REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34276 941 -480.1600 e a LYNN MILLER,F,E, 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING cERT.�Pnumsaez7e y SGD-5570 NTS f 8 OF 21 a MD-5570,0 A P,EJ!68705 ,3--PA 5L,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL ®INTERIOR POCKETS OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION.- INTERIOR MOUNT POCKET,48"X 84"NOM,PANELS, _ 6" CENTERLINE CENTERLINE CENTERLMG LAMINATED,IG'GLAZING,ANCHOR GROUP A IN WOOD SUBSTRAT MAX. OF PANEL f OF PANEL 2 oppANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+480.58.6 PSF PO ETBY 0TH RS,SEE fyOTE 0, - SHEET 6 „+2" ^+2'ANCHORAGE, '--- _ _ 26-310°MAX.Y ANCHORAGE, w.NCHORAGE, MAX, 0' AX. 1 SHEET 72 -C3- 6HEE712 6HEE71,CLUSTER, T3-CLUSTER, EXTERIOR, _ EHE6712 SHEfi712- END ANCHORAGE SEBPOCK9TJAMe (MIN.IANCHOR) EkTE IOR 5 LI OTE' INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR _ NON-9TR 7URALANCHORS MAY SHEE70- PXXX(3-TRACK) 70 Alb IN BE ADDED IN-FICLD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IPA , SPLICE OCCURS WITHIN A POCKET, SILL SPLICE INTERIOR. (�CEN1'ERLINE' -CENYERUNE SEE FIGURE BELOW FOR ADDITION L OP INTERLOCK OF INTERLocK ANCHOR INFORMATION. 0" _CENTERLINE CENTERLINE CENTERLINE MAX. OPPANEL1 OFPANEL2 OFPANEL 3 PO KET 0Y o o o 0 EkTF.RIOR INTERIOR OTH IS SEE _ - _ _ - - - l� � 6H TO ° 0 0 0 0 o n 11 _�- 26. d'MAX. 0• ANCHORAGE, "+2"ANCHORAGE, "+2„ANCHORAGE, MAX. OIIBCT 11 SHEET 11 BHEETII C3°CLUSTER, "C3"CLUSTER, EXTERIOR ENO ANCHORAGE SHEET 11 8HEE711 n . _ 12•MAX,- 216" FRAME JAMB •SO!POCKETJAMB (MIN•,1aNCHOR) v MAX. - REQUIREb® INSTALLATION ON SILL ANCHORAGE DETAILS INTERIORPOCKETS SHEETS 1)KNOWING THE ODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 11&2 PXXX(3�TRACK) REVISED _ - compf In with-the Florida FOR A DESIGN PRESS E THAT MEETS OR EXCEEDS THE REQUIREMENT OF J� Building ode +48,2/-58,B AT A NOM,PA L SIZE OF 48”X84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR_E1fC '.NOd-Mo. '11.04`20.06 DESIGN PRESSURE IS+801- HICH EXCEEDS THE PROD DISTANCE TO NEXT CLUSTER Explration onto 04/14/20211 PRESSURE REQUIREMENTS. TO BE 26.310"D.C.OR LESS Nllnm Da YodUc G FOR WOOD INSTALLATION USING ANY Head/SIu I C3+2 ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb__ 5 - -- _ 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook_ 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON; - B"MAX. HEAD(CLOSTER ANCHORS);SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF ENO PANEL 61 MAX. THE INTERLOCK/ASTRA IALr - FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT.ANCHOR HEAD.(INTERMEbIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE . To AID IN 0.0,DISTANCE 70 THE NEXT ANCHOR CLUSTER IS OVER ALIGNMENT MIDSPAN OF EACH PANEL. P-HOOK JAMB SILL(CLUSTER ANCHORS):.SHEET 11 FOR THE"03"CLUSTER ANCHORS AT 26.3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS �ttttiYILYNIII ANCHORAGE ANCHORAGE THE INTERLocKlASTRAGAL, PER TWE FIGURE ABOVE: .����� `GENsNMz SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE DETAILS DETAILS J MIDSPAN OF EACH PANEL, No.58705 JAMB:6 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15' Z*t •EOR P 000CT REFERENCES,.ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. �' STRAIGHT BOOR EXAMPLE _ J ROSOWSKI �' LOCATIONS OF CROSS-SEOTION DRAWINGS, ® - — per',, AIE.V �y B)SHEET 10 FOR SPECIFIG GLAZING TYPES, 3)INSTALLATION DETAILS INTO WOOD CAN coprRlcxr©2ot7 poTwoUsrwos,INc, NO CHANGES THIS SHEET. 04/05/17 'i� FLORtoP,•''GN BE FOUND ON: ALL RIaHTaReseavEo � /�ONAL ��• C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. ! s' \ D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILLS SHEET 4 1070 TECHNOLOGY 6 �� 01111110% E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES, N.VENICE,FL 34276 JAMB:SHEET 3 (941)-480-1600 A LYNN MILLER,RE. F)SHEET 21 FOR A BILL OF MATERIALS, P-WOOK:SHEET 6 CERT.OFAUYH U20100 SGD-6670 NTS 9 OF 21 0 MD-5570.0 A P•E.060705 1-1/18"NOM. 3/16" 19 GLASS 7/16"NOM. 7/16"NOM. 7/16"NOM. ,090"PVB® 3116"HS GLASS-`1 I� 3/76"FI9 GLASS 3176"H9 OLA9S 3116"&Ij GLASS 76 78 .090"PVB .090"PVB ,000'9G 7116°AIR SPACE®-p- 77 76 3/18"'z GLASS 311 G"ANN GLASS PAINTED/ 3110"HS GLASS PAINTED/ 3116"HS GLASS a . OI PAINTED/ a PAINTED/ LAMINATEDJ— EVgRVR LAMINATED —LAMINATED OR 93 LAMINATE D SURFACE SSURFACE OR ` 4URFAOEOoR— SURFAOE xrrmon . TeRID PRODUCT IS"EXTERIOR- I I " PRODUCT IS"EXTERIOR• I \I GLAZED"TF#60-81 IS is I \17/8^NOM GLAZED"IF 1182 B3 9PRODUCT IS 10R• I \1718"NOM GLAZED"S HE E IS 718 NOM, GLAZED IF HE#80E IS 718 NOM' TOWARDS THE EXTERIOR, GLASS TOWARD$THE EXTERIOR, O I GLASS TOWARDS THE EXTERIOR,I O I GLASS TOWARDS THE EXTERIOR,� D I GLASS � BITE I BITE I I. 'BITE _ BITE INTERIOR' i 1�1 INTERIOR I - <L INTERIOR I a INTERIORPRODUCT IS . GLLAZED IF 060.01 18 R I I 70 GLAZE;pPRODU6 IF 118481 IgIOR• i - I 70 GLAZED"IF 7180.81 SPROOUCDR- I - ' is GLAZ.DPRODUO"IF 1182.T IS 83 j510R• i I 78 TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR, I TOWARDS THE INTERIOR,I ' SEC-NOTE 2, 85SEE NOTE 2,. 85 SEE NOTE 2, a8 SEE NOTE 2, 88 THIS SHEET THIS SHEET - THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 , "ANN"=ANNEALED "HS"=HEAT STRENGTHENED SILICONE HOT-MEL'T BUTYL "T'^TEMPERED STRUCTURAL 1.1116^ 1-1116"NOM, "PVB"=,000"TROSIFOLO PVB INTERLAYER SILICONE 3116-ILS GLASS 3/16"HIS GLASS BY KURARAY AMERICA,INC, STRUCTURAL 3110'NOM, ,090"PVB .080"SG "SG"=,090"SENTRYGLASOD INTERLAYER POLYISOBUTYLENE 114"NOM, FOAM WITT BY KURARAY AMERICA,INC, WITH DEsIOCAN7 DESICCANT 3/16"HS GLASS 76 T6 3/16"HS GLASS - 7/16"AIR SPACE 77 7a 7/16^AIR SPACE 77 7E EXT,GLASS EXT,GLASS PRODUCT REVISED the 3118"T GLASS 3716"T GLA99 � as complying with the Florida PAINTED/ PAINTED! Building Code e2 OR e3 LAMINATED e2 G 03 LAMINATED NoA-No, 17-0420.06 4 SURFACE SURFACE Expiration Data 04/14/2021 . INT.GLASS INT,GLASS ExTe»IUF7 / ExTERIDR / I I I Mlam- ad` roduc£Contrrcl \ \ By it - PRODUCT 19"EXTERIOR• PRODUOT 19°EXTERIOR• 76 KODISPACE 76 SUPER GLA2E0"IF716363IS 7/8"NOM GLAZED IFq@2•S31S 17/8LANC SS O O TM TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR. O I GLASS 4SG'T.PS SPACER NXT I I BITE I BITE a INTERIOR I a INTERIOR ALUMINUM PRODUCT IS'INTERIOR• I I PRODUCT IS'INTERIOR, I RCINPORCEMENT POLYISO• DESICCANT FILL AREA GLAZED"IF#82-63 13 I 70 GLAZED'IF#82.03 IS I I 1e BUTYLENE TOWARDS THE INTERIOR, TOWARDS THE INTERIOR' 6/16.'NOM. I 6116"NOM, 'SEALas a0 BLTTYh& SILICONE SEAL SEM NGTE 2, SEE NOTE 2, DESICCANT ROLL-FORMED THIS SHEET THIS SHEET `t!1 L 11!117/97 FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 , ��oNy Ly to EXT.GLASS NOTES: �� L�;,:uCEmSF+,!� EXT,GLASS 1)BACKBEDDING SURFACES SHALL s ;' i NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 / No,5'8706 INT.GLASS INT:GLASS ) m" Z PRODUCT MAY BE EITHER ' GLAZING DETAILS J ROSOWSKI "0 �f 1 ^ _INTERIOR OR EXTERIOR GLAZED, ® ^�O'• st 1'E�F- . DURASEAL ® TM PROVIDED THAT THE"HS"SURFACE COPYRIGHT®2017 PST INDUSTRIES,IND, NO CHANGES THIS SHEETS 04/05/17 77 7aXL EDGE OF A LAMINATED GLAZING UNIT IS ALL RIGHTS RESERVED " �� S•,;�<oR/oA,.•�G�� SPACER SPACER ADHERED TO THE GLAZING LEG, 1070 TECHNOLOGY DR N.VENICE,FL 34275 //Ill i1'11111 (941)-480-1600 SGD-5570 NTS 10OF21 9 MD-5570,0 � A A,LYNNMIII LLERP.E. CERT.OF AUTH.929290 P.EI!80705 SILL CLUSTER ANCHORS-LAYOUT: . SILL'W INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGALOR - PANEL PANEL INTERLOCK INTERLOCK PANEL CENTERLINE CENTERLINE 4n CENTERLINE — _,4" CENTERLINE 4„ CENTERLINE v 4" EXTERIOR --- EXTERlO - - __E_iLERlO$-.- _ g&7EnRIIOOR ? - EXTEEnnRIOO - I 2-TRACK CLUSTER"032-TRACK CLUSTER"C5" 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE " :V 2-TRACK INTERMEDIATE' ANCHOR LOCATIONS ANCHOR LOCATIONS "+1°ANCHOR LOCATION - "+2"ANCHOR LOCATIONS, '+3'ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL PANEL " ' 'I PANEL -INTERLOCK INTERLOCK a CENTERLINE CENTERLINE 4° CENTERLINE 4" CENTERLINE 'CENTERLINE 4 _ -A" EXTERIOR, -+-� 3,22" EXTERIOR 99541OR n Qe 3,22" 6 cTEnRI�o 3,22° &TRACK CLUSTER 6C3' 3-TRACK CLUSTER"CJ^ 34RACK INTERMEDIATE CJ S-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS .+1`'ANCHOR LOCATION-- 42"ANCHOR LOCATIONS 1+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR - LI ELS -' - _ E L N PANEL - - - - PANEL - . INTERLOCK---v INTERLOCK CEM R NI5CENY R 1 E. CENTERLINE CEMEk INE _ 4„ CENTERLINE 4" -4". o ° o ° -- ° EXTERIOR 3,22" rFF1RIIG 3,22" EXT6BIOR.- XT E D EX E l0. v 4-TRACK CLUSTER v 4-TRACK CLUSTER . �_ 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 4.7MC14 INTERMEDIATE '03•ANCHOR LOCATIONS ICS,ANCHOR LOCATIONS .+i'ANCHOR LOCATION "+2°ANCHOR LOCATIONS_ "+3'ANCHOR LOCATIONS - ' ON TES; - PIGUREEFERrAMrOYH�FOLLOMINosLL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIAT8 ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2,376" JW26" 2)TRACK TO-TRACK FOR ALL SILLS: DISTANCE IS 2,376" t2,376.1 FOR ALL SILLS; q ea Sil +1 pR6mp,yCng fwihtsoborlda ����t`�yYILYRINI/ - Jamb 5 -HOA-Nd,Code 170420.00 /lj . 8u1 No FIOURW PERTAIN TO THE FOLLONIiNOSILL _ P-hooK 7 - Kp a /'14/20 °y ' CLUSTER ANCHOR LOCATIONS. - _ - _ -. - - -- - O. ____ _ -- _. irtio D t 04 2 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By ,�, N 58705 _ - Miam O o Product Control AN LOCATIONS A J R050WSKI QI'r` ATE OFj noPVRlMT02an PGT INOU TRI€s,IN�. �;NO CHANG!i T SHEET: �9 04/05/17 ,�`S+ �p�Rio '`�,���� ALL RIGHTS RESERVED _ � - // �'NVA 11" BadlSlll C3 1 - 1070TECHNO OGYDR Jamb 5 N,VENICE,FL 34275 P•hook 7 (841)-460-1800 a a A,LYNN MILLER,PA CERT.ORAUTH.l129Z69..._ SGD-5670 1 NTS :11bF 21- x MD-5570,0x A P,E.a58105 HEAD CLUSTER ANCHORS LAYOUT, HEAD INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAQAL OR PANELINTERL _ CCK ENTERLINE— 4' CENTERLINE 4F PANEL::CENT€RLINE CENTERLINE A° CEN'CERUNE ..41! 7m EXTERIOR . . 3.22" EXTERIOR 7±3.22" �Ad EXTttER__IOR 3,22" EXTJJE��RLLIOR �j 2-TRACKCLUSTER'CT' 2-TRACK CLUSTER 103* \7 2-TRACK INTERMEDIATE 2•TRACKINTERMEDIATfi 2-TRAGKINTFRMEmATR ANCHOR LOCATIONS ANCHOR LOCATIONS w+1`ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3^ANCHOR LOCATIONS ASTRAGAL OR, ASTRAGAL OR INTERLOCK INTERLOCK PANEL _ CENTERLINE - aw OENTRRLINL' 4„ CENTERLINF, ORNTER NE CENTERLLiNE 4' EX, 7ERiOR —«'t -3,22" EXTERIOR 3,22" EXTERIOR EXTE IdR EXTERIOR -►-t - 3,22u 3-TRACKCLUSTER'C3• 3.TRACKCLU41' STER°CS' s A INTERMEDIATE 3TRACKINfERMEDIATE f� 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS +1NCHOR LOCATION '+2'ANGHOR LOCATIONS v ^W ANCHOR LOCATIONS ASTRAGAL OR ASTRAQAL OR INTERLOCK— INTERLOCK— PANEL PANEL - PANEL 4„ .E 4 CENi£RLIN£, 4" CENTERLINE - CENTERLINE CENTERLINE CENTERLIN .— _. ._ ... _ ._ - - - REXTERIOR —,► �,..3,22" EXTERIOR m+^ 3,22w EXT, E,�itOR �J'.F"RfOR E ERfd 3,22" 4-TRACK CLUSTER 4-TRACK CLUSTER 4-TRACK -T ANCHOR L4CATI N \T 4-TRACK LOCATIONS ANCHOR j 4-TRACK IONTRELROMEDIAT 't$' "C3"ANCHOR LOCATIONS "C5'ANCHOR LOCATIONS NOTES: FIGUMPERTAW TOTHEFOLLO aHEAP 1)ALL DIMENSIONS SHOWN ARE 13ASED ON MINIMUM ALLOWED, NOTES; INTERnytyxaTE�CiyoR WCAnais! 1)ALL DIME SHOWN ARE BASED ON MiN1MUM'ALLOWED, - 2)TRACK-TO-TRACK DISTANCE IS 2,975" 2,375" 2)TRACK-TO-TRACK FOR ALL'HEADS; DISTANCE IS 2.375 2,375" FOR ALL HEADS; PRODUCT REVISED >>�I� J" Haad/sili D. as comp)qisg with the Florida ti� 'w1Y LYN jl ,rams 5 6ullding Cade �1G.•• N/Zj� �.� PtG ES PERTAIN 7'a THR FOLL ryINaHEAa NQA-Na. `17.04,20.06 ^. c�� 41GET'1>4�'', e CWSTER ANCHOR LOCATIONS: P-hook 7 Q' •,.•� expiration Rate 04!7412021 Na,687tl5 - VINYL SLIDING GLASS DOOR NQA(LM) 90/05/15 By T4 FriMiany-Ra rodnct 6oatrol y� ANCHOR LOCATIONS B �0 J ROSOWSKI 'l�O�'" sTAI �f ei coma(ttra2ow PaTwauarRias,wc. i NO CHANGES THIS SHEET, a�$a 04105/17 rr�61& 7oR�oA„•' � HeadlS11I C3 1 ALL RIGHTS RES6RVEO "',',?AfA 11'S1,1`,”' Jamb 5 1070 TE CE, 342 5 P�hook 7 N,VENICE,FL 54275 (841)•480"1500 SGD,5570 NTS 1 12 OF 21 MD-5570.0 4 A a LYNN MILLER,PF_CERT.OF LITH.0"298N P.E.II SA7a3 P-HOOK ANCHORS LAYOUT, JAMB ANCHORS LAYOUT, PARTIAL VI FIGURESPERTAMTOTHE FOLLOWWGJAIABANCHOR LOCATON6; 4,75^ MAX. . - G3+1 210" 21 s" 21 A" eadl5tll MAX. MAX. MAX.. - m O.C. -5a O.C. EX7Eit�O O.C. py(1RIdR - P-hooK OPT.ANCHOR CJ C} TO AID IN NOTES; ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. " FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY,. BE LOCATED IN ANY ADJACENT TRACK 6" 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX. MAX, MAX. _ REQUIRED TO MEET MIN,EDGE DISTANCE T 2-TRACK FRAME- 3 TRACK FRAMEi 4-TRACK FRAME CONSTRAINTS,IN CASE H M OR JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR, MAX, JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END 1"X.600" PER END @ 1°X.500" PER END c@ 1"X.600" SILL A SILL SILL - 'EXTERIOR EXTERIOR EXE IOR (3)TRACK WEFP HOLES 6"MAX. EVERY 24"@ 1,126"X.1904; (6)TRACK WEEP HOLES ( OPT.ANCHOR - (1)WEEP NOTCH EVERY EVERY 24"@ 1A26"X.190": (10)TRACK WEEP HOLES 70 AID IN 24^@ 1,376"X.500" (1)WEEP NOTCH EVERY EVERY'24"®1,125"X.190'; ALIGNMENT 24"@ 1,376"X,1500" (1)WEEP NOTCH EVERY 24'@ 1.375 X,500' NOTESI 1)SEE TABLES-1&2 FOR EXACT QUANTIw $fLL'VVI✓ �HOL�LAYOUT(2 3 4-TRACI{S) PRObUCT PEVISEb or ANCHORS REQUIRED IN THE P-HOOK. as complying with 4he Florida ��l 00 LYMV,, -- - _ - Building Codde �� '� '•' / FIGURES PER7AM TO THE FOLLOWING POCKSTJAMB - _ NOA-Nd. 117`0420.06 \,IGENSF- ';�( P+100K ANCHORLOCATION9 = l:7tplTafiori Dalo04/14/2021 '58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By ✓/ ' miam a Produot con ro ANCHOR LOCATIONS C � J ROSOWSKI COPVRIOIi�TL Pz HTB RE9ENRVEO 1 ,INC• NO-CHANGES THIS SHEET. 04/05/17 . tlead/s n 03+1 1070 TECHNOLOGY DR � Jamb6 N.VENICE,FL 34275 P-hook 7 A,LYNN MILLER,P.E. (941)-480.1600 SGD-5570 1 NTS 13 OF 21 :MD-5670.0 A CERT.OFAUTH.029296 � P,E.p ba708- , THE HEAD 90°CORNER CLUSTER ANCHORS LAYOUT' SILL 90o CORNER CLUSTER ANCHORS LAYOUT: FOLLOWNPERTAIN' NE ANCHOR LOCATIONS; so° " SOL- EXTERIOR 3,22" EXT P-hook 7 2-TRACK 90'CORNER 2-TRACK 00'CORNER - L4 'C4'ANCHOR LOCATIONS �/ 'C6'ANCH E OR LOCATIONS 2-'TRACK 80'CORNER EXTERIOR 2-TRACK80'CORNER -'EXTERIO - (USE WHERE F05-IS SPECIFIED) (USE WHER 'C6'IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS (USE WHERE TW IS SPECIFlED) (USE WHERE°C6°IS SPECIFIED) 4 4, - 4^ PRODUCT REVISED os cam lying with the Florida 4" ° Building Code NOA-No, 47,0420.06 Expiration Data 04114/2021 4^ 4" 4„ q„ 17 41 •o By 5- Miam-D Pr uct Control EKfERIOR 322° EXTERIOR 3.22" 3,22" 3-TRACK 80'CORNER S-TRACK 90'CORNER 3-TRACK 90•CORNER• EXTERIOR •3-TRACK 80'CORNER EXTERIOR 'C4'ANCHOR LOCATIONS V 'CG'ANCHCR LOCATIONS 'C4'ANCHOR LOCATIONS A 'C6'ANCHCR LOCATIONS (USE WHERE'C3'IS SPECIFIED) ••(USE WHERE'CS'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USEWHERE TS'IS SPECIFIED) 4" 4" a" "�` 4tcENs 4" w*f No.56705 TIE 0 TIE _.. _ER O 3�^ EERIO� A 7TTACK 90'CORNER E)(TERIOR 4" 4.TRACK 80'CORNER EXTERIOR 'Si;�NA! 4TRACK90'CORNER 4-TRACK 90'CORNER 'C4^ANCHOR LOCATIONS "CT ANCHOR LOCATIONS TV ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE TV IS SPECIFIED) (USE WHERE'CVIS SPECIFIED) (USE WHERE°03'IS SPECIFIED) (USE WHERE TV IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: ' P.E,a50706 NGUF&SPERTaNTOTHS FCUUWINUW'COfWM 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. - - HFAOANCHOR LOCATIONS; :ky. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BB ANCHOR LOCATIONS D oma J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS, Hee(5111 C 1 Jamb 6 3)TRACK-TO-TRACK C0PYRIeHTQ2oI7 PGrINOUSTRIES,INc, NO CHANGES THIS SHEET. 04/05117 p.hook 7 DISTANCE IS 2.376" 2.376" 2.376" ALL RIGHTS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR o�q N.VENICE,FL 34276 (941)-460-1000 11 SGD-5570 NTS 14 OF 21 b MD-5570.0 A CERT.OP A .tl2B288 HEAD35°'COI Nf=RCLUSTERANCHORSLAYOUT: SILL 1360 CORNER CLUSTER ANCHORS LAYOUT: FCLLOAttND135'COftN€RGILL ANCHOR LOCATIONS: • - - - 136° 4" 4 4" 4' o e ° Head/Sill 1 (((LLL E tl ttt 3 22" E I� .Jamb 6 -. n TER OR' EXTERIOR 4 4' P-hoo 7 2-TRACK 135'CORNER V 2-TRACK 136'CORNER2•TRACK 135°CORNER 2-TRACK 136'CORNER °C4'ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "CB"ANCHOR LOCATIONS (USE WHERE C3"IS SPECIFIED) (USE WHERE'05"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE C6'IS SPECIFIED) AIL 4" 4" a3.22" q"' PRODUCT.REVISED 4n94' as com I In with the Flo1-(dn - No C�od`1e17.0420.06 gullNod 4" ntlon bate 04/14!202'1EXTERIOR EXTERIOReuplrEX�Ej RIO�R EXTERI R V 3,22 ;rOni m-o 3-TRACK 135'.CORNER _3-TRACK 136'CORNER 3-TRACK 135`CORNER 8•TRACK 135'CORNER "Cd"ANCHOR LOCATIONS (USE WHERE CI5 IS SPLOCATEC TIED)ONS "C4'ANCHOR L60AIlONS CB°ANCHOR LOCATIONS _ (USE WHERE"C3'IS SPECIFIED) - (USE WHERE"C3"IS SPECIFIED) (USE WHERE'05-IS SPECIFIED) 4" 4.; 4,. g" ° � y 4!'- 4., h)n 58705 r - ,o 5 E ItlR �A E�(TERIOR EXTERIOR EXTERIOR �'',, TE 0CJ` 3,22° nv •'ids '"toRroa,•• �• - 4-TRACK 136'CORNER v 4•TRACIl133'C3h'ON v -. "C4"ANCHOR LOCATIONS 'C6°ANCHOR LOCATIONS ^d"IANCHOR LOCATIONS "CO"• NCHOR LOCATIONS tilf I�Nt� (USE WHERE 103,IS SPECIFIED) (USE WHERE C5"it SPEOIFIED) (USE WHERE'C3"IS SPECJPIEb) (USE worm "C5"IS SPECIFIED) A.LYNN MILLER,F,E, NOTES; P,E-05em5 FIGUMPgRTAINTOMEF0 M401ccoRNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM_ ALLOWED. — - - 14 DANCHORLodATIONS: VINYL SLIDING GLASS DOOR NOA(LM)' 10/05115 ' 136 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E jia J ROSOWSKI HeAd/SII C3 7 Jamb 5 3)TRACK-TO�TRACK NO CHANGES THIS SHEET; 04/05/17 P-hook 7 DISTANCE IS 2,375" 2.375" 2:375 TECHNOLOGY ECNOLOY FOR ALL HEADS AND SILLS; 1070 TECHNOLOGY N,VENICE,FL 34276 (941)-4801600 SCID-6G70 NTS 15 OF 21 MD-6570,0 A ERT,OF AITfH.!9296 PS HEAD SPLICE ANCHORS LAYOUT 0,INTERLOCK OR ASTRAGAL; SILL SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL; FWU ICEO SILL LOCATI 115; 9PUCEDSIU,ANTOT EFOLI-WIN SPLIC SPLICE PL LOCATION— 4" 40CATION , 41' LOCATION 4' LOCATION-- . O ATION 4" E E OR g 22° TEX ERIOR — 3,22" EX ERIC EXTERIOR EL C5 f� 2-TRACK SPLICE 2-TRACK SPLICE Jamb 5 2.TRACKSPLICE cj 2-TRACK SPLICE -C4'ANCHORLOCATIONS "CS"ANCHORLOATIONS P•haak 7 'C4°ANOHOR LOCATIONS CS"ANCHOR LOCATIONS (USE WHERE'c3"IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) (USE WHERE-CT-IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) SPLICE 6 F SPLICE SPLICE LOCATION LOCATIO - 4" LOCATIOPI® •4" 4" - LOCATION 4,75" 0 oo PRODUCT REVISED - --- - - - - - - - as comPl Ing with the Florida . E TERIDR -- 4" E ERIOR 3.22 EXTERIOR 3,22" - E TERIOR 4" building odds _ - - - 3-TRACK SPLICE 3-TRACK SPLICE •-MOq-No,- - �7�Oa20106 3TRACKSPUGE 3-TIiACKSPLIcE "O4°ANCHORLOCATIoN3 'CS°ANCHOR LOCAT1oN9 'C4"ANCHOR LOCATIONS- 'CS"ANCHOH LOCATIONS (USE WHERE°C3'IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) Explratlon Date 0411.4/2021 (USE WHERE°C3"IS SPECIFIED) (USE WHERE"06°10 SPECIFIED) DY — mlami-vad Product Control ` SpLICE 4 76" SPLICE " SPLICE SPLICE_ LOCATION LOOpT1oN 4 LDOATIQN LOCATION 4„ o - 0 CC - ..ee i EXTERIOR ` I EXTERIOR n EXTERIOR 3,22.. EXTERIOf� -- 3.22' �-' .-.�3.22° >> 1 Y LY/y 4 .4 4-TRACKSPLICEj 4TRACKSPLICE, 4"TRACKSPLICE �� hjL/� 4TRACKSPLIGE 'C4"ANCHOR LOCATIONS c5 ANCHOR LOCATIONS 'C4"ANCHOR LOCATIONS. "G5"ANCHOR LOCATIONS (USE WHERE'C31 IS SPECIFIEU) (USE WHERE°Cb°IS SPECIFIED) (USE WHERE"031 is SPECIFIED) (USE WHERE"C5"13 SPECIFIED) �}j NoNo',58705 ;. TE Op NOTES: / 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, /i44()NA 1 111 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. FIGURER PERTAIN TO THE FOLLOWING SFLIDEO - PRJi 58705 - HEADAflCHORLOCATIONS! FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9, 3)TRACK-TO TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 DISTANCE IS 2,376" 2,375 2,375" FOR ALL HEADS AND SILLS; ANCHOR LOCATIONS F � J ROSOWSKI cGPrftIGHTp2On ro41NDUSTRE3,ING, a NO CHANGES THIS SHEET, A 04105117 ALL RIGHf9 RESERVED 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED HeedlSJIJ C3 1 1070 TECHNOLOGY DR Iamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION, N.VENICE,FL 342755 P.hook 7 (941)•480-1600 SGD-5570 NTS 160F21 v MD-5570.0 A CERT.OF AUTH.02MO PANEL'S BIGHT STILE TYPE SCREEN PANEL TYPES PANEL 7OVTSIDE00• INSInL'90"- OuTB1o01as. IN91DEia5° DOUBIE (ASTRAGAL "I'YPEu` SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL •ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL- C =INTERLOCK INTERLOCK INTERLOCK STILE W/I�IANDLn BOX our BOX IN RECEIVER RECEIVER; RECEIVER RECEIVER - INTERIOROR OUT � IN - •' ' EXTERIOR GLAZED LOCKSTILE (� , .[ DOUBLE -- - INTERLOCK - SINGLE - F F ( K L L TC _—TA 7V TW �/ LOCKSTILE ASTRAGAL IPfSIN= F ` OUT Iieoxourl MxIw -- SINGLE ®® �j �1/� [�/� �+ g/�/ SINGLE DOUBLE INTERLOCK B H. F A . :C reC X71! S-4/` '. SV SV U - SD �^✓�-A-A—d INTERLOCK W INTERLOCK (L FIXED - - C `�d �`�/�� - �{ - DOUBLE_ r�.:"'LOCKSTILE STILE - R FsJ FC ! D_ .l V / N D �{ INTERLOCK .. (eoxouq feoxrdp LL) LOCKSTILE ` J HANDLE D /Y! CJ L U ASTRAGAL rem LOCKSTILE WI r _ feoxom - DOUBLE SINGLE L/'� Ast'ItAGAL I ® T ! DS 1 DINTERLOCK INieRLOGK BOX OUTLu - ASTRAGAIN,L Y) -- tl aT ox OUT g0• ud ASTRAGAL CT CS CF RECEIVER As MASAT AS DF - _ CL RECEIVER OUT,155, - �/�-' :- PRODUCT R19VISI_13 _-... ASTRAGAL V ! V VF as complying wick!ha Florida RECEIVER Building Code • -. 1 NOA-No. A67•RIAGAL "- V Y T ,� WF Explration nottee 04/14`12021 RECEIVER - , By�tp ' - Mia a Pro ue Centro RIGHT. PANEL PANEL STILE STILE PANEL TYPE °P"SHOWN, - i111IIID PANEL NOTES; N CV.LYlIfN 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DCSIGN PRESSURE, `1` t� `1c rz Nsg 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 �`yyr f No.58705 *: NOTAVAILABLE. "- ,I =m ;+-• q PANEL TYPES b J ROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60", ® - O SY TE o coavralGraL0 207 LRIGHTShY8 ��.5 MUS WS,INC. NO CHANGES THIS SHEET. m 04/05/17 �" 4)PANEL TYPE MAY BE,EITHER EXTERIOR(STANDARD)OR'INTERIOR GLAZEb,60TH - 1070 TECHNOLOGY DR ���IS��NAL TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. N.VENICE,FL 34275 I i I i I 1111 (041)480.1600 SGD-5670 NTS 170F21 MD-5570,0x A A.LYNN MILLER,P.E. CERT OF ALI ..640220 S RUN 68706 Fes-x6,876 ► 10.635 R16 ,540 126 ,650 x'291 081 762 Ilfp� nOf-� �12 ,100 U 6 1 600 x.082 930 r 1,928 .100 6©�I T--t�]La _ I F12 SCREW "�301 J INTERLOCK CAP, 2 TRACK HEADlJAMB © 4 TRACK SILL COVER(PVC) O ANCHOR PLATE 09 TRACK INSERT 10 EXTENDED POCKET 6,178 1.000 262 231 060 -` 2,080 ,100-►I r- 8,260- �j 8,250--- 1,436r 002 1.613 + A80 ,100 9� 949 �13 p o IJ 1,681 -� 082 i 080 H H,100 C� ( �I� [a]� BOTTOM RAIL OUTER SILL SILL TRACK 11 1 13 COVER 17 P•HOOK ADAPTOR 18 P-HOOK - O3 3 TRACK HEADNAMB ®3 TRACK SILL SUPPORT ©COVER ,094 I'� 126 1 .540 .291 081 229 ,=2,976- + 1 -�2,141+� 1 10,625 J11 .11 -I 5.875 =��° i'I ,640 3,000 ,076 1 m 1( sir pirL� i� rte' T �,1ao p� s'(2�`'' 1 062 .60 .062 I�-2,607 -I 1�49s J 1.813 p U 1.681 i 0. 320 100 �G� PLATE �J �� 1e IE(XT EEPERE) Co KEEPER BAR REINFORCEMENT Q VER REINFORCEMENT @ FIXED PANEL CLIP @ REINFORCEMENT @ 4 TRACK MEAD/JAMB l/2 TRACK SILL 2 51 -*y 1.670 rb- 1,825 (+- -rq 1,596 �^ -�11,695 r- �® 399 2,696- -.680 3<A83 125 f 2,73 ,070 .075 i 4,035 4.279 lop 2,368 2,768 •400 2,788 2.0126 3q2 2.210 ,090 2.116 2,833 - 300 0 (9 INTERIOR JAMB COVER I-+- .1881 2,710 - 1,875 PRODUCT REVISED 110 �^ 120 .182 ,120 1� ,162 2,291 .100 �o as complylnl�with the Florida TOP,BOTTOM TOP,BOTTOM INTERLOCK,300 INTERLOCK.400 9 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE TOP Bagdlag code Q © ® QREINFORCEMENT, REINFORCEMENT �INTERLOCKADAPTER ADAPTER 32 ASTRAOALADD-ON 33 AND BOTTOM RAIL "OA-No' 17.0420,06 AND STILE AND STILE REINFORCEMENT, REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration nate 04174/2029 REINFORCEMENT "y 3.452 3,328 3,345 NOTES; Mlaini-P a Product control 1.472 019 1)SEE SHEET4 FOR 3'209 060 3'713 -',090 SILL RISERS. 2,175:11247 25 .046 1,500 3, 3,345 �. 67II,Q80 2)SEE SHEET 20 070 29 - ,065 f+-,919 FOR SCREEN PARTS, 399: 1,170 135°CORNER 135°CORNER (g)135'CORNER 135°CORNER X90°CORNER 90°CORNER 90°CORNER 3)ALL DIMENSIONS DASTRAGAL 36 PASSIVE MOUNT t/ASTRAGAL CAP,• ASTRAGAL CAP, yASTRAGAL 4p ASTRAGAL CAP, 41 ASTRAGAL CAP, IN INCHES, EXTERIOR INTERIOR EXTERIOR INTERIOR �` pNY 4YNry�� -YL912 --V1112 210 I`� ,252-►I ,173 I-.065 -- l� I- ` VINYL SLIDING GLASS POOH NOA(LM) 1P/05/15 No,687051,261 ,082- 61 1,281 1,261 1,261 EXTRUSIONS l t J ROSOWSKI `Pp� d Of ®p ®7116" ®1=1/16"I 83 -1/16"I e4 1.3/16" .I CcPYRIGHT©eoi�POTwousTRIES,INC. NO CHANGES THIS$HEFT. 04105/17 SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD ALL RIGHTS RESERVED 1070 TECHNOLOGY DR NA�i� `��, N,VENICE,FL 34275 a (941);480-1690 FilSGP-6570 NTS 180F21x MD-6570,0 A A.LYNNMILLEP,P,E, C T ORA 20290 P.E.0 W105 t)INSTALL 2)INSTALL CLIP HEADER BLOCK 70 HEAD INTO FRAME JAMB — JAMB TO HEAD CLIP INTO ATTACHMENT CLIP ANCHOR PANEL U SUBSTRATE, HEADER ASSEMBLY TYPE AS USED ° USING 4 INSTALL ONE BLOCK AT - ea IN INSTALLATION, STILE INSTALLATION_ EACH INTERLOCK. BLOCK TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL Oa(3)#10 X ° TABLE 1 ONE BLOCKTAAT 15"SMS SPANS BOTH PANELS. - (3).#8 X 001.' SMS- 2a FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE za PANEL-, _ MIDSPAN OF EACH FIXED eB X 2114"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. 96 x 1"on \ U z1 BAR COVER 5MS�]� \\ '(4 #10 cs / X 2"SMS 22 RGINF.BAR _ 1-1/4"SMS ` KEEPER i0 las sHR oKEEPER EP o®T e JAMB TO \J -- �, \ � KEEPER TO JAMB SILL ASSEMBLY \ 0 ATTACHMENT \\ / LOCKING JAMB I - PRODUCT gREVISED —---- REINFORCEMENT PLATE �� Bu ding Cod with the Florida ATTACH WITH#B X 1.1/4" 4-PANEL,2-TRACK KEEPER to NOA-No.,F 17.0420.06 aQ 34-1/2'MAX O.C. OXXX SHOWN Expiration Data 041 4/201 c P D r Mlam-Da -rodaot Contro (4)#10 X Oe 2°SMS 0o INTERLOCK INTERIOR CLIP COVER ` 24 1 DETAILS APPLY TO (� EXTERIOR INTERLOCK- - NOTES - 2,3 AND 4 TRACK CONFIGURATIONS, REINF.PLATE ) ��aW LYlvAl 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. �� � 2 FOR REINFORCEMENT REQUIREMENTS. °� #10 X 3 8, �`�`•' " M/ BOTTOM RAIL o4 )SEE TABLES 1 SUPPORT(" 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. ��Q�• (2)#10 X 1"SMS t$ VINYL 51 IDiNG GLASS BOOR NOA(LM) 10106/15 N°'S8>05 THROUGH SUPPORT, oz INTO PANEL PANEL ACCESSORIES INSTALLATION m J ROSOWSKI A�r �� a sa#1ax ASSEMBLY ,o� srdrC F ��'� 1••1/2"SMS ALL PANEL CORNERS' /'��iS''•k4ORIDa,.•'�C�•` INTERLOCK SILL RETAINER_ cowRlaxro2on varwouoTaiEe,iHc. CORRECTED#96 �� 04!06/17 CLIP ATTACHMENT WELDED,NO ASSEMBLY 1010 TECHNOLOGY DR INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 (841)-480.1600 a A.LYNN MILLER,RE, - Wtf.OP AUTH.0=98 SGD-5670 NTS 10 OF 21 0 MD-5570,0 z A p,Ep 89705 SOX SCREEN DETAILS: STANDARD.-$CREEN DETAILS: • 120 133 192 108 - - \:/ l:J- 8 , 121. _ 123 r 120 i ' 102 110 103. - 8� 119 -, FORIZONTAL eEOTION _ HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 118 i , 33 102 111 - \ 1.. ,O 131 ' 103 u t (DoliO0 6 lul 122 L� 1 oP�3 PR 6� 1 °13c1nO 110 fle HUIiIZONTAL SECTION EXAMPLE 100 112 - -- ',� 120 104 102 HORIZONTAL SECTION 117 1;081 - —� r 1.081 EXAMPLE " 1,202 1,778 9,778' 886 875U.062 ,875 1.020 =ni 060 --r-1 —050 046 120 SCREEN 12t SCREEN''. 122 SCREEN OXO •1,693 , 1.874 FRAME SIDE RAIL, ASTRAGAL RAIL LATCH - ADAPTER ^ ,002 062 PRODUCT WEVISED too BOX SCREEN 107 BOX sdREEN. toz BOX SCREEN as camp!yIngg with,the Florida V1,435 6utlding Cada TOPRAIL BOTTOM RAIL ASIDE RAIL -� •726 NOA-No. 17.042D,0666np!mllon PASO040Min113 114 1,020 - f-+— 1,698 ,373 120 •120 2 m1-Da ro oc Contra SCREEN FRAME tot 2 0 4 o e 083 2 _^_� l t23 ADAPTOR VINYL ta4 ADD-ON ILL 1,872 . 066 1.633V L 11 124 0 ° —►I 372 !_ to7 ,062 103 13W OSCREEN 1oa SOREEN 103 BOXOSCREEN d� INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION _•; BUG FLAP ADAPTER VERTICAL SECTIONY LYNN EXAMPLE EXAMPLE NOTES: ��� � •••• ... 97f� 1)ALL DIMENSION_S IN INCHES. • 1.306 1343 —11,487 I VINYL SLIDING GLASS DOOR NOA(LM) 10!05/15 =*i' NO-58705 ' ' - ., ,050^� � •-1 _ IT SCREEN DETAILS J ROSOWSKII ' BOX SCREEN HEAD '� '• gT�OP 100 BOX SCREEN OX SCREEN ASTRAGAL'.'- 101 BILL ADD-ON 100 AND JAMB ADD-ON COPrnIPIT92017 POTIN OmieS,im -NO CHANGES THIS SHEET, a 04105/17 �i/ '•F<ORIOA ,.•''���� ALL RiarrtsRESER ADAPTER VE° . /j/@7 G`, 1070 TECHNOLOGY DR " .a �� ///1Otill 1S NALC�(�` N.VENICE,FL 34275 (941)-480.1600 SOp_6670 NTS 20 OF 21 MD•5670.0 A h LYNN MILLER,PA cea.°F� R20280 p.EJ68705 TABLE 0 TABLE D:BOX SCREEN # Part Description Material # Part# Description Material 11 Pert# Description Material 1 19001 2-Tratk Head/Jamb Rigid PVC 42 19085 Sill Riser-(2.112') 6063.76 Alum, 100 1 12256 IBcX Screen Top Rail 6063 T6 AI 2 19002 2-Track SIII Rigld PVC 43 19M2A SIII Weer.(3-1/Z') 8063.76 Alum. i01 12257 Box Screen Bottom Reil 6063 76 Al 3 19026 3-'hack Head/Jamb Rigid PVC 44 18023A SIR Riser•(4.1118") 6063-76 Alum. 102 12258 Box Screen Side Rall 6083 T6 Al 4 19026 vireck 6111 Ngld PVC 46 19024A SID Riser•(4618") BW3-T6 Alum. 103 64428 Box Screen Interlock 6063 T6 AI 6 19027 4-Track Head/Jamb Rigid PVC 50716609W .187"k,320'Fdnseal(Stile) 104 17347A Box Screen Snap-on Bug Flop 6083 T8 AI 8 19028 4-Track 6111 Rigid PVC -51 71696K- 1-112'x V x 3141 Fin Seal Dust plug 106 64346 Box Screen OWAstragal Adapter 60153M Al 7 19009 Frame Screw Cover Rlgld PVO 52 71696 Dust Plug 106 11349 Box Screen Astragal Adapter 6083 T6 AI 8 19031 Anchor Plate 6063316 Alum. 60 419041 Interlock Glp Cover Pvc 107 19039 Box Screen Frame Sill Add-w 6063 76 Al 9 19007 Track Insert 6063-T8 Alum. 61 76163X Tandem Roller Assembly SS 108 19038 Box Screen Hand/Jamb Add-on 6083 T8 AI 10 19064 Interlock Cap-Extended Pocket Rigid PVO 62 78163N Tandem Roller Assembly Nylon- 109 72D20XX1X #14.20 x 1"M5 @Top Reil SS 11 19035 Bottom Rall Support 6063-T9 Alum. 63 78X16FPTX #8 x 314"Ph.FH SMS_@ Roller&Relnf, SS i10 7 1793GX Warp,#14-2x 0"x.MS(- Sonora Rall SS 12 19008A Outer SIII Cover 6083.76 Alum. 64 419042 Frame Header Block Nylon 111 71805K Wstp,.270'x.160'= B seal 13 19011 5111 Track Cover Rigid PVC es 48052 Roller Adj,Hole Plug PVC 112 7SRAZ Stand rd R it r @Bug Flap 17 19032 P•Hcok Adaptor 6g83•T6 Alum. 68 44365 4 Hole Bumper Stop PVC 113. 7SRAZ Standard Roller tJS Sn i8 19020 P-Hook 608348 Alum. 67 76XI14FPTX #6 K 1.1/4"Ph,FH SMS @Bumper Stop SS 114 7SRAX HD Roller S5 19 19047M Extended Keeper 608376 Alum, 68 716966 SIII PIUg pVC 116 %arias Screen Locking HardNare Steel 2D 19029M Keeper 6083-TB Alum, 69 78186X Gemtnl Mortise Lock w/long Urn plate Steauss 118 419063 _Screen Keeper Steal 21 19014 Reinforcement BsrCovar Rigid PVC 70 71032X1FPFX 1032x V Ph.FH MS @ Lock SS 117 76XIPPA9204 Screen 1"Ph,-PH SMS _ Steel 22 19030 Relrltorcement Bar 6005.76 Alum, 71 varies_ _ _Handle Kit Cast Zinc lielia 1697/3/4 Screen 6pitnR•,160'&.185" Vinyl 23 19037M Fixed Panel Gip 6063-TSAlum. 72 19054 Interlock Retainer Clip__ Nylon 119 1B16C20Seraengoth _ Fiberglass 24 19035M Reinforcement Plate 6083-TB Alum, 76 Kommeding 4SG TPS Spacer System ot TABLE E:STANDARD SCREEN 25 19017M Top Rall,Bottom Rall and Lockstllo 6005.76 Alum, 76 Quanex Super Spacer nXr with Hot Melt Butyl 10 for Sae for - # Patt# Description Material 26 19046 Reinforcement Composite 77 Quanex Durasoal _ - Materials 120 12033 Screen Frame Rail 6063 T6 Al 27 19016M Interlock,30D Reinforcement.Std, 6006.16 Alum, 78 _ _Cardinal XL Edge Spacer 121 12026A Screen Frame-Side Rall(Latch) 6063 T6 Al 28 19013M Intadock,400 Reinforcement,HD 6005.76 Alum,_ 79 Dow Coming 996 or GE-7700_Backbedding Silicone- 122 17363 Screen OXO Astragal Adapter 6063 TO At 29 19019M Astragal Reinforcement 6006-15 Alum, 80 19090 7/16"Square Bead Rigid PVC 123 4863K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 Extended Packet Interlock Adaptor 6053-TB Alum. 81 7116'Beveled Bead Rlgid PVC 124 190126 Frame SIII Screen Add-on 6063 T6 Al 31 19006 Interlock Adaptor Rigid PVC_ 82 19044 1.1116"Beveled Bead Rigid PVC 125 BFP95K Bug Flap,85+/.6 duro, Vinyl 32 18008 Astragal Add-on Rigid PVC 83 19045 1.1/ie"Ogee Bead Rigid PVC _ _ 128 78X712PSA15 #8 x 1-112"Ph,PH BMs(Assembly) SS _ 33 19004 Panel Stile,Top/Bdtam Reil Rigid PVO 84 18018 1368"Ogae Bead Rigid PVO 127 712027 Corner Key Wheel Assembly(Standard) won 34 19040 Interior Jamb CovWf 6063-'M Alum. 85 11726K Setting Block 112"K#'X 1115',86+1-6 duro, Neoprene 128 712027SS Cotner Key Wheel Assembly(HD) SS` 35 18076 135'Comer Astragal 6063-TB Alum 85 71726K Setting Block 1"x 4"k 11161,85+1.6 duro, Neoprene 129 varies Screen Looking Hardware Steel 36 19077 135'.Comer Astragal Passive Mount 6063.76 Alum, 90 781PSTX #8 x 1"Ph,PH SMS @ Frame Assembly SS 130 710)WPPSDAX #10 x 3/4'Ph,PH SMS @ Screen Ast, SS 31 19078 135'Coffer Aetregal Cap-Ext. Rigid PVC 91 78X114PHPT410X #8 x 1.114"Ph.PH SMS @ Relnt Bar SS 131 78X12PPSMSX 148 x 112"Ph.PH SMS @ Door AM. SS 30 10080 135•Comal'Astragal Cop•Int. Ri97d PVO 92 710X1PHPT1&BX #10 x 1"Ph,PH SMS @ Rall Support SS 132 1692f3/4 ISCresh Splino-.145_' Vinyl 39 19076 90'Corner Astragal 6063-TB Alum, 93 710X1i6pPX #10 x 1.112"Ph.PH SMS @ Fxd.Pnl,Clip SS 133 1016020 1 Screen Cloth Fiberglass 40 19081 90'Comer Astragal Cap-Ext, Rlgld PVC 94 710XZ6PHPT10-8X #10 x 2.112"Ph,PH SMS @ Relnt PletelAet. SS 41 19082 90'Comer Astragal Cap•Int, Rigid PVC 95 7142OM26FPFX #12 x 2-114"Ph.PH SMS @ Hdr,Block SS se 710X1,75PPX _ #10 x 1.314"Ph.FH SMS @ Ast.Mount _6S_ PRODUCT REV15Eb v1v t 1 I I I r 1 fr// 87 710X34pPX #10%314"Ph,PH SMS Ext,Pkt.int. ss_ euriai a co�Owith the Ftodda `% �ONy LYNN 98 710X2PPX _ #10%Z'Ph.FH SM6 @ Keeper _S¢_ NoA-Ho, 17.0420.06 t!xptratlon Do a"d/1d/2021 X70 - - - NO-58705 VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 By Miami-D do roduot control `(1 PARTS LIST J ROSOMKI ;Aq' I oofvrucHroxotr POT INDusrRigs,u4c. NO CHANGES THIS SHEET, d 04105/17 �riS '' aRIOA,,. NOTES; 070TECHNOLOGY DR � �i1�NAL ALL AIGWS IG��� 1)ITEMS#1416,48.49,63.59,73,74&87.80&99 ARE NOT USED AND ARE N,VENICE,FL 34275 NOT PART OF THIS APPROVAL, (941)-480-1600 SGD•5670 NTS 21 OP 21 MD-5570.0 A A.LYP E.If 186 0E'RE CART.of AUTH.*292a6