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HomeMy WebLinkAboutProduct Approval Miami-Dade County Building Product Information for N.O.A. 17-0420.06 NOA 17-0420.06 r�-1library/productcontrol/noa/17042006.pdf) Superseded—By File Status File Approved File Classification High velocity hurricane zone Category Doors Subcategory Sliding � r Material Vinyl-PVC _ Applicant PGT Industries. Inc. pc-result detail app.aspPapp alias=101544) / Expiration—Date April/14/2021 Impact Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 100 Maximum_Design_Pressure_Negative 100 Description Series"5570/2770 Vinyl'White Rigid PVCI Sliding Glass Door w/Reinforcements- LMI Green—Sustainable—Attributes NONE For a detailed description on the File Status, click the NOA File Status Key. (&uildina/pc-result Ley app.aspJ Page Last Edited:Wed Jan 25,201710:40:27 AM MIAMI-=ADE littps://www.miamidade.gov/building/pc-result_app.asp?f(dNOA=...ertificate+Of+Competency%2C1&applicantlist=0&categorylist=0 1130/19, 8:49 PM Page 1 of 1 I 1 I i MIAMI•DADE "` - MTANII-DADE COt.1NTY s PRODUCT CON'T'ROL SECTION 11805 SW 26 Street,Room 208 I DLPARTI ENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2471 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(780 315-2599 I NOTICE OF ACCEPTANCEOA} w`vtiv.miimidade.govleconnmy I i PGT Industries,Inc. j 1070 Technology Drive, North Venice,FL 34275 SCOPE: f 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 1 (AHJ). This MOA. shall not be valid after the expiration date stated below. The Miami-Dade County Product Control ! Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for_quality assurance purposes; If this product or material fails to perform in the accepted planner, 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 1 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. lDESCRIPTION: Series 115570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.T. � APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl gliding Glass Door NOA(LM)",sheets 1 � 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 Oficial. 'Phis NOA revises NOA#15-1210.01 and consists of this page I and evidence pages E-1,E-2,E-3 &E4 as well as approval document mentioned above. The submitted doctumentation was reviewed by Jorge M.Plasencia,P.E.. NOA No.17-0420.06 MIAMi DADS COUNTY r 1 u ` � .� 3f- S�r'j Expiration Date: April 14,2021 /// Approval Date: September 28,2017 Page 1 i .�� .,.. 9 � _ .� _ �� %: ..� � � � �� �- ' r .. ,F. :'-}, PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter!under NDA No. 11-010 7.04) 2l Thawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA.(LM)",sheets 1 through 21 of 21,prepared by manufActurer,dated 10/05/15,with revision A.dated 04/05/17,signed and sealed by A. I..ynn 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 201794 5)Cyclic Wind Pressure.Loading per FBC,TAS 203-94 6)Forced Entre 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 FISC,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 j 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 1.2/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/1.6) --- -� orge M.Plasencia,P.E. Prod d ct Control Unit Supervisor NOA No.17-0420.06 f Expiration Date: April 14,2021 l Approval Date: September 28,2017 i i PGT Industries,.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU1 WITTED B. TESTS (confineied) 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 PBC, TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94. 4)Large Missile Impact Test per FSC,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-tip drawings.and installation diagram of vinyl sliding glass door,prepared by .Fenestration Testing Lab,Inc.,Test Report No.FTL 6638 (samples A-1 thru A-22), dated 11/19110,signed and sealed by Jorge A.Causo,P. E. (Subanitted under NOA No. 11-010 7.04) 8 Test reporton 1)Air Infiltration Test;per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test;per FBC,.TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6337 (samples A-1 thru A-5),dated 12/06/10, signed and sealed by Jorge A. Causo,P.B. (Submi ted widen NOA No. 11-0107.09) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared i by PGT,dated 12/09/1 Sand last revised on 02/15/16,signed and seated by Anthony L.Iyffiler, P.E. (Submitted ander NOA No. 15-1210.01) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. IT-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 ASTMS-1300-09 D. QUALITY ASSURANCE 1. Miami.Dade Department of Regtdatoiy and Economic Resources(RER). E.. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15,expiring on 09/30/19. 2.. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their."VE 1000 Tan 202 and lighter Shades(Non-White)Rigid PVC Exterior Extrusions for Windows and Doors",dated 12/08/16,expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated(Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15,expiring.on.09/30/19. 4.; Notice of Acceptance No. 1.6-0712.02 issued to ENERGI Fenestration Solutions USA,Inc.for their"TAN 3040 and Lighter Shades(Non White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15116,expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENE,RGI 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, 5357-53-09,per ASTME-84,.ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (S`ctbinitted under NOA No.11-0.707.04) 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 acid Color PVB Interlayers",expiring on 07/08/19. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. F. STATEMENTS I°. Statement letter of conformance WithFBC-5th Edition(2014)and FBC-6th Edition(2017), issued by manufacturer, dated 08/14/17, signed&sealed by Lynn Miller,P.E. 21. Statement letter of no financial interest,dated 04/18/17,issued by manufacturer,signed-& sealed by Lynn Miller,P.E: 3. Letter of lab compliance,part of the above test reports. 4. RER.Test Proposal No. 17-0387,dated 05/05/17,signed by Ishaq Chanda,P.E.. G. OTHER l. 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,oduet.Control Unit Supervisor NOA No.17-0420.06" Expiration Date: April 14,2021 Approval Date: September 28,2017 B-4 I i MAX.UNIT WIDTH MAX.UNIT WIDTH— MAK UNIT WIDTH —MAIC.UNIT WIDTH-- NOM.PANEL WIDTHl1 NOM.PANEL WIDTH NOM.PANEL WIDTH _ NOM.PANEL WIDTH PER TABLES y PER TABLES 1d�2 PERTABLES182 , PERTABLES 182 MAX.UNIT - /1 I MAX.NIT / / 1� MAX.UNI 1 �!U r I� HdGHT Ik HEIGHT / 1" HEIGHT Ip" PFR �K PER TABLESI&2 I$ PER TABLESI&2 / / IY, PER TABLES I� TABLESI&2 / >I t J_ racer IN neav 19 /( / / I / / / / I JI._�._ J J I 1-PANEL 2-PANEL 3-PAN0.CONFIGURATIONS 4•PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS ' \ i I MAX.UNITWIDTH I --MAX.UNIT WIDTH MAK UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH _ NOM.PANEL WIDTH _ PER TABLES 1&2 PER TABLES 1&2 PER TABLES182 � � 7 _ UNI (p� HEIGHT / / �q• MAX UNR 8 HEIGHT CCCSSSJJJ GJ I@ MAX.MHEIGHT I PER PER TABLES 182 /i / /• / / I8 PER TABLES I&2 TABLESI& 5-PANEL CONFlGURATIQPIS 6-PANEL CONFIGURATIONS q ��R��a• TM � PRODUCT REVISED MAX UNITWIDTH MAX UNIT WIOTH n ram n wnn me Fwnm I I I�� �17-0420.06 NOM.PANEL WIDTH NOM-PANEL WIDTH noA-Na PER TABLES I&2 PER TABLES � P�Irnlien oM~412021 ® C r �Y 7 MV - tle Rodoet Gontro M E.G11HTH MAX UNIT HEIHEIGHT PER TABLES 1&2 /• ! i� PER TABLES &2 ' 7-PANEL CONFlGURA7HMLS 8-PANEL CONFIGURATIONS CONF)GURATIONS NOTES: ')V OPERABLE PANEL DLO WIDTH MOM.PANEL WIDTH-8-9118' ��� OplY LYlyy+4+ 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB :0"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1,VI6' �� �Y!...•••• q/j �� LOCATIONS.EXaM�LE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE p)OCO(%PAX ORJOOOCP.OXXX IN �P�=POCKET DLO HEIGHT-DOOR HEIGHT-11-Vis° p?• �O"sF'•.•l���i POCKET CONFFIOURATIDN CAN BE UXXXp. PANEL HEIGHT-DOOR HEIGHT-2-tW VINYL SLIDING GLASS DOOR NDA(LM) 0 10/05115 2)90'&135-CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. -21i %• . EXAMPLE CONFIGURATIONS 6&JROSOWSKI �� sfai1v�'�"":'•r��� 3)POCKET WALL OR CAViN IS NOT PARI OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND s — %FS' ORION-`REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •0 DETAIL LETTER rnc>wwrta>or>F�ruowmrs.mc. NO CHANGES THIS SHEET. ��04/05(17 '+S/•"•••-•-"'G ,uLnxwrslE�dEo - ,�ALI�C1```� 4)FOR NOM.PANEL WIDTH,SEE TABLES I&2. 1070 TECHNOLOGY DR N.VENICE,FL 34275 5)MAX.ALLOWABLE FRAME SOUARE FOOTAGE 472.656 FT' SHEET NUMBER (841}480.1800 SGD5570 NTS 20F21 19 MD-5570.0 1941A /,,L1'td11gIIJRi,PE cmr FAVIH'/8i90 j ves ssro5 gnWp—LE: 3-PANEL,3 TRACK STRNIGHT CONFIGURATION PkKFRME JAB REMAREI) HEAD SPLICE ICR SEE FIGURESELGINFORAMIONALINTERIOR MOUNT POCKET,Or X W MOM,PANELS, a INTERIOR Pom-m a, OF WTERI= �COIlERLAYECIFIMTE� ANCHORINFORUAII LAMINATED,IS GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE CnesRo4z C&GEyalm PROJECT DESIGN PRESSURE REQUIRED:+40.2150,8 PSF , CEAITERUNe OrPANa If OF RANEL.2 OF PANEL 3 FKJCSEreY aT NOTE 0, smeTs '-2'ANC*IOPAQS. AXCHOAWE� SHEET i2 ..rANCH SWET12 CLUSTER "Cr CL R. SHEET I EXTEFtTOR Gmeriz N, 13p ANCHORAGE SEEPOCKETims HEAD ANCHORAGE DETAILS (MIN.i RMCHOR) ovr.nHOxORr.E.CR No"_,R M,4,y .nwl $MEET a PW(3mTRACK) BEACCOWIELOASNEEMOTO AUONWW AUrNTRIEHEAMORGULWA 10, SPLICE OCCURS WTHIN A POCKET. -314t.. fflml-qft m7um SEEFIGUMBELOWFORADDITIONAL OF WTERLOCK C`--V'-ANCHOR INFORMATION. VN- CEWTERLM AVX CENTERLINE ANa3 I POCKCtOY RaRIOR LNTEruoL O?.VVXSEE Home, SHEETV ff ------- 7!S ANCHORAGE. '-rAMHLW UCrril C3 CLUSTER St -it CLUS 'rANCHORAGI- MAX R, TER. SHEET 11 wu% SHEET" SHEIETIf ENDANCKORAGE pg]B-oli FRAME JAMS SEEPOCNIEJAUS (Mft�k I AN &mx REOUIRM G INST&LA710"'C" SILL ANCHORAGE DETAILS ID or- INTERIORPOCKM SHCETO PXXX{3-TRA 1)KNOWING THE PRODUCTS REQUIREMENTS,SCANTHROUOH TABLES I a 2 PRODUCT REVISED FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF21�ld 448.21-586AT A NOM.PANEL SIZE OF 40'X 84'.FROM TAME 1,BMW 7.THE END PANEL ANCHOR EXCEPTION: NOA17-0420.0r. DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS- DISTANCIETO E-phatt-Od.0411412021 I TO 8Z 2r, O.C.ORLESS FOR WOOD r I t-.-Y 6-0-T—C 3-�2-1 P'A" INSTALLATION USING ANY ANCHOR IN GROUP A tSEe TABLE A)JABLE 1 SHOWS ANCHOR REQUIREMENTS OF: I F-r=K I T I 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON. S' a•uAlt HEAD-(CLUSTER ANCHDRft-SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT OPT.AMHOR THE)NIEFILOWASTRAGAL FOR BILL(SHOWN)AND HEAD,ANCHORS AT THE TOMO HEAD(INTERMEDIATE ANCHORa SHEET 12 FOR THE'+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE Aurm9cur MIDSPAN OF EACH PANEL O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER 15 OVER P-HOOK JAMB (CLUSTER ANCHORqh SHEET 11 FORTHE'C3-CLUSTER ANCHORS AT 25,3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS %I I,,, ANCHORAGE ANCHORAGE EVIL INTERLOWASTRAGAL. PER THE FIGURE ABOVE: SILL UNTERAKDIATELMORSt SHECTII FORTHE*-ZANGHORSATTHE DETAILS DETAILS MIDSPAN OF EACH PANEL. FOR PRODUCT REFERENCES ALSO SEE JAMIk 5 ANCHORS,SHEET 13 FOR GM LAYOUT- VINYL SLIDING GLASS DOOR NOA,JLM) Ib—m A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT A LAYOUT. STRAIGHT DOOR EXAMPLE LOCATIONS OF CROSS-SECTION DRAWINGS, P-HOOK:7 ANCHORS,SHEET IS FOR GENERAL FU 1-0--sowm B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WC 0 7 C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES, NO CHANGES THtS,9HEET. 105/17 BE . ....... 1-111�.�B�j 11 1A D)SHEETS 4 i 10 FOR EXTRUSION CROSS-SEGTION DRAWINGS. HEAD&SILL,SHEET 4 E)SHEET 19 FOR INSTALLATION OFADOITIONAL ACCESSORIES. JAMS SHEET 3 I,LVENICE.FL3WS F)SHEET 21 FORA BILL OF MATERIALS. FRO-=SHEETS sr. s:sX7oTs-T PEA 50705 cmrNTS Font 91 A i DETAILAI DETAIL BI _ METAL TYP.,SEE ANCHOR TNRutxyo°O ASTRAau DETAILC NDETAIL Di NOTE 4,SHEET I;MIN.OF3 WTp Ly4EO�1y FACNO ExT. ETERIDCK INTO THREADS BEYOND THE CONCRETEICMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAM:WIDTH - - 1/4"MAX REQUIRED P DOOR —�1 HEIGHTISOVERW 2f IS TYP.ANCHOR TYPE, I �unx sa•oa B7 — EMBEDMENT ANO , C EDGE EDGE DISTANCE PER -3 DISTANCE SUBSTRATE, IIfiO — TABLETED FLOW - DAYLIGHT to �+rEycg III OPENINO •:•t a �o I MOTH I — -- EMBEDME7NT (41T w WEEPER @ mAx — EDGE •/.•: e7 I 'lam EXrEwDR 3S O.O..SEE SHEET to DISTANCE DISTANCEj�'...�1.: e z cO II'�I 1 t1 SEE NOTE e. Y4 THIS SHEET 114'MAX�1 1L •" TIssicu I J I SEENOTEa, 1X OR 2X WOOD s� nus SHEET e / / BUCKSTRIP.SEE SEE NOTE fi,iTDS SHEE'e '48 X 314'SMS REINFORCEMENT SCREW;7 EMBEDMENT ANCHOR / I / NOTE 3,SHEET L-----^ --//e3 PER STILE.LOCATED AT CENTERLINE AND 6'. TYP.ANCHOR.TYPE, PLATE AT ) HORIZONTAL SE ',TION(XXX SHOWN) '�� J9•&1 Y FROM ENDS(FACTORY INSTALLED). EMBEDMENT AND EVERY / EDGE DISTANCE PER ANCHOR \ DETAIL`_D2 TABLE A, E LOCATION DETAIL C2 DETAIL B2 DETAIL A2 INIElaorx 1NiOD^KY ``~ " - NOTE 3,BELOW FACDXi alf. 2X WOOD 13UCKSTRIP OR r INTO REQUIREOIFDOOR EMBEDMENT•-(�--� -.� — FRAMWG,SEE ANCHOR 19 DAYLIGHT 21 IusaHr is OvsBac (— — —� NOTE 3,SHEET 1 — OPENING (� 114'MAXQOg I PRODUCT REVISED_ �- WIDTH I .... EDGE ) I NIIAAtea DI17-0420.08 .. I + ..• STANCE 1 I . TYP.ANCHOR TYPE, -- P SEE NOTES,THIS SHEET ' _i I I -pl.0°°D-0411412021 EMSEOMENTAND ire R@ Z -' EDGE DISTANCE PER I ra a e TYP.ANCHOR TYPE, DykLfO e SUBSTRATE,SEE a - EMBEDMENT AND o I°0 I TABLEA,SHEET 1& i TI - P - EDGE DISTANCE [ I ) NOTE 3,BELOWPER SUBSTRATE, Li f _ _ +n � SEE TABLE A,SHEET EDGE a)meQxEEPER0 1&NOTE 3.BELOW Mro DISTANCE � a-o.c,sEE SIeETTa ' --PANELWIDTH '�.• CONCRETEICMU PER ASTRAGALMAYBE J •- I-+-114'MAX ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR NOTES ANCHORS,SEE EXTERIOR DIRECTION. Y,ON J)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REMCRCEMtMTYM(SEE NOTED THISSHEE) DETAILSHEET19 ALL PARTS IDENTICAL. `� 1�JOENs�''•;C(��� 2)REFERTO ANCHOR NOTES,SHEET 1. - • SEE SHEEP TI FOR ANCHOR LOCATION 8 SPACING,FOR FOR 1 ys O � VINYL SLIDING GLASS DOOR NOA(LM) 10/96/16 A ro iT N.'S�� ANCHOR QUANTITIES,SEE TABLES i&2 SUES AND)l 4)CONTINUOUS ANCHOR PLATE,ITEM 06,IS REQUIRED AT ALL �INSTALLATION,HORIZONTALXSECT. 8 JROSOWSKI7T0 �I i/ ��� FRAME ANCHOR LOCATIONS. o -,a•.. A DF 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. / mPrnarto2otr PGfaDU5Ti�4aJ°. &NO CHANGES THIS SHEET. 149104105117 %Fs•'•`•?O9lD?-'•���'` 6)SEE TABLES &2 FOR REINFORCEMENT REQUIREMENTS.ALL I RS ) O _ REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF oay)l 1070 TECHNOLOGY DR �g �41IIIiTIP`` THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONSN,VENICE,FL 34276 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD ID (941)480-1800 q SG0.6570 NTS 3 OF 21 $ MD5570.0 $A A.LYNN MU9%PE K2VT DF AUR44ROfl6 PED S61a5 DETAIL EI I TYP.ANCHOR TYPE,EMBEDMENT [DETAIL E21 DETAIL E3 DETAIL E4 IN1pµAsoraty SAND EDGE DI STANCE PER [Y erto v.Amo mro n�asm�mv INMWAL DADE APPROVED MULLION,FBO aaucksir±w 'SUBSTRATE,SEETABLEA.SHEET COMPLIANTALUMINUAUSTEf1 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP,ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY GONCRETEICMU EDGE FRAMING,SEEANCHOR AND EDGE DISTANCE PER- CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL NOTE 3,SHEET 1 SUBSTRATE,SEETABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE l EDGE I&NOTE 3,THIS SHEET AGE TABLEA,SHEET 1 REQUIREMENT DISTANCE DISTANCE EDGE DISTANCE EMBED M- I'-• •,f.'. ME EMBEUMENT EMBmA¢Ni `.. EMBEDMENT lir° e . 114"MAX-� 11 ...°�, 114' TTMYP.ANCHOR /4•MAX:4 MAX. 1XOR2XWOOD InI 4"BUCKSTRIP,SEE (1a TYPANCHONCE PE,EMBEDMENT ANO E PE,EMBEDMENTAND ANCHOR NOTE 3, aSFEET1 EDGE DISTANCE PER SUBSTRATE,SEE CEPER SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,'SHEET 1&NOTE 3,THIS SHEET O FOR DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / LOGKSTIIES, p 2)REFER TO ANCHOR NOTES,SHEET 1. A`rMoALs' FIXm ST1 E9 3)SEE SHEETS 11 812 FOR ANCHOR LOCATION&SPACING, A80 98X3/4"SMS REINFORCEMENT PoRANCHIORQUANTITIES,SEE TABLES 182. DLO WIDTH=NOM.PANEL WIDTH-8-0116' 7WHIow NIAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM N8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/18' ANCHOR PLATE AT PAILS CENTERLINE AND 9'FROM ENDS ALL FRAME ANCHIOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2AM EVERYANCHOR I (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION I 1 6)SEE TABLES 1 8 2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAMEsEE EP HEIGHT LENGTH OF THEEXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT P07Ee, SILL RISER ENACT DIMENSIONS. PI I wlln No Flortea Txssr VARIES WITH ewimn9 , REQUIRED NOMxa •I7-042D.08 POSITIVE ocrerata L'U,plmtlon oare 0411412021 .t DESIGN .390—„1 t— e _ M PRESSURE, .390 1--- j" �f mlami-0o 'PionuM cooiT SEE SHEETS tf MOM a xe .1 390 2'047 1fRO�S r' e tk1AWAP I� 1.78 7 2.�0 3A84 4.041 i� WJIBALSOAPPLV—.ffi3 1 017 NEEDED,SEE ANCHOR NOTET .DSO .000 .060 x t� g 2-1/2' TOTAL ,060--�H-. 5,SHEET i — e O 114°MAX.- - 0 SILL HEIGHT �,�SILL RISER SILL RISE SILL RISER SILL RISER Ott I AAAA ® C� &(2.1CYTOTAL O( O 3-1YYTOTAL ��(4.1/16'TOTAL O(4518"TOTAL pNY...... SILLHEIGHT) SILLHEIGHT) SILL HEIGHT) SILL HEIGHT) "UCENsF'•.� '= EMBED- EMBEDMENT EDGE * No.88705 MENT •• ., . ' > VINYL SLIDING GLASS DOOR NOA(LM) 10/06/16 �EDGEJ TYP.ANCHORTYPE,� TYP.ANCHORTYPE, °INSTALLATION,VERTICALX•SECT. IS JROSOWSKI A' •j"T�•j ` DISTANCE� EMBEOMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENTAND CO.c�'• 5rA7E OF :'!4. EDGEDISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE NO CHANGES THIS SHEET. AM 04/05117UBS %4S> :"/Oft10P..•G���� CONCRETEICMU PER SUBSTRATE. NOTE3,SHEETI PER L TES 10707ECHNOLp TECHNOLOGY DR �•7"ll III Ii0"`�` PER ANCHOR DETAIL F1 sEE TABLE A. DETAIL F2 REQUIREMENT I wo Nvosmy a SHEET I&NOTE 3, wow SHEET 1 8 NOTE 3, N.VENICE,FL 3427b HIS SET (041)401600 MD-55700 AIYIL PE THIS SHEET jj P"fisN i 2 25 69 W @MAXa5-Or- 2 25 ?e y 6B W010. IMFSII@t y SEE SHEET 10 e „ ' xs wa DETAIL H2 1. Ex��a�q em W 3.9.O.a1 SEES -FTMAX9OUf510EOORNER 150.C,SEE SHEET 19 _ r 1� <0 as � � 0 �• ffi05143 Ilfl ��,, 13�LIJ ❑ `J" E%1� I EYTfnnADH � �-/ �7 135° V 80, I •, P D — DILG7 DETAIL NI w iaso. w ETA I 195• � Ba' •"- - IIai2N5CORNEA p,90ECM1YR w U _ E%7_EAplt 21fERYM 4, 4 ' � (4)MMMEEPER Px,EHgR 1 SEE SHEET 19 t9 I 2 PRwmWCT w�0�i ugii Farwa BenmeDe�. • NOA-Nw 17-0420.06 13S Eap[-G-Det.04MQ2021 Q e • 2 NOTES 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14615 FOR ANCHOR LOCATION&SPACING,FORANCHOR zs ae _ uW 5 OUANTRIES,SEE TABLES 162. nuc m 38 3 CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, as DEPENDING ON CONFIGURATION. �.��a4_.GCFJvy�•.,l�c. 1a ® f VINYL SLIDING GLASS DOOR NOA(LM) d 10/06/16 (p714WXEEPER®MAX® E _'- — - ss•o.c,sEESNEEr19 DETAIL G2 — ICORNERASTRAGALHORV-XSECT. JROSOWSKI A1•, r�'(�..i'z '�' MPfAlglinnF.0.a�G NO CHANGES THIS SHEET. an OM05%7 aRIDP,rG���� WiSOE pOANHr 1070 TECHNOLOGY DR � �� ''�.,;DNAL�N.� N.VENICE,FL 34275 (941)480-1600SGD-5570 NTS 111 5 O 21 $ MD-5570.0 1911- A.LYNN WMFR,PE RAT.OFAURI.YJB:Ba PED 66RI6 I I i DETAIL 11; DETAIL 12 OPTIONAL NON- iHroraasaulY uJro tAtsoHrtr STRUCTURAL CONCREFE7CMU ANCHORS FOR Q EDGE PER ANCHOR INTERIOR POCKET TYP.ANCHOR TYPE,EMBEDMENT DISTANCE-­- REQUIREMENT JAMB ! yt u n AND EDGE DISTANCE PER e. SEE no t. SUBSTRATE,SEE TABLE A, FlGURE 7.AITERLOC%SATP0_._S: INTERIOR POCKETS MUST + THIS SHEET 11 o SHEET 1 8 NOTE 3,BELOW INCLUDE.A NONSTRUCTURAL, _ FOR DOOR HEIGHTS OV AND LESS: OPT. FRAME JAMB TO REDUCE THE is 10 i POSSIBILITY OF WATER •i,' �_ st y�. ANCHOR INFILTRATION. 114°MAX 16 1r EMBEDMENT T. POCKET BY OTHERS,SEE NOTE B BELOW. •,�� .�'''�� - '•" -•'••• i' E�•.'-' .•;G F3TT�3 - o FOR DOOR HEIGHTS OVER O6' MEN'F�'.; •[ ' 11 OPT. fv1 4"MAX 21.8' ANCHOR 10 Ar MAX O.C. TYP.ANCHOTYPE,EMBEDMENi THIS SHEET 11 CONCRETElCMU SEE FIG 1. m R AND EDGE DISTANCE PER •,EDGE.—PERANCHOR a SUBSTRATE.SEE TABLE A,SHE ETI DISTANCE REQUIREMENT &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 9r TYP.ANCHORTYPE,EMBEOMENT METAL TYP,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TOW SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELOW_ 2X WOOD OUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR com with tm Ptwlda EDGE DISTANCE NOTE 3,SHEET 1 HOA-N Cod .ANCHOR HOA-N. 17-0420.06 ID 'AIL13 DISTANC = OPT.ANCHOR rPtraum oaleO4H4MO21 °,nO Y�AL EMBEDMFJVf oPr.EMBEDMENT rI DETAIL 14J ° w0oaMMX. MAX.t°8EE FIO 1,TMSSHEET 9' n EXTERIOR POCKET �pNv 6N4 , EXTERIOR POCKET N°.sa7as —� P VINYL SLIDING GLASS DOOR NOA(LM) g t0/O6N5 *:� -*= NOTES 1)DE7AlLS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIL XSECT. $B JROSOWSKI gyp? i 2)REFER TO ANCHOR NOTES,SHEET 1. a ----- aa -O.c� 'GTA 0 •!p` 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES I&2. SNO CHANGES THIS SHEET. a4 04105117 '.Os'•:`.roRloP.. 6�' .` 4)SEE TABLES I&2 FOR REINFORCEMENT REQU!REMENTS. AtLW4l�iti Plserve° - �tts�ONAL E���' 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR �� 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 4 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (O41)"Q80-1600 SGD5570� NTS 60F 21 s$ M0.5570.0 $A A.LTNNN:DFR PE P.EY 68M , TABLE 1: Design Pressure(DP)and Anchor quantities Required, (for all appromd cartoprallons on sheet 2) Use Ods!able for. Dam Unit H.W PRESSURE, USING E PER SUBSTRATE REQUINTIES IS ED ACHIEVE THE DESIGN PRESSURE,USING TF1[ANCHOR QUANTIES LISTED BELOW.SEE TABLE A Class Types 1,1A,3a 3A a0• 84" 96• SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Relrrla a erd 029 6&15116•DLO HdW 72-15/10'DLA HeyN 84.19/x'DLO Fklght THE MAXIMUM OP AT THESE ANCHOR QUANTITIES,ADDITIONALLY,THE lackaele Reinbroemad 125 ar82x AnchorGrorp Anchor Anch"Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std We400k RdnforaemeM 1Y17 A B C D A U C D A B C D �CONSIDERED,SEE TABLE B1,THIS SHEEr- Destgn piessm +60f-BOpaJ +60/-60 psf +601.60psf 0 OF ANCHORS THROUGH THE HEAD B SILL(EX:FOR C3+1,3 ANCHORS 19-118' HaadISD. C3+1 C1+1 p+i C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 p+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT 24 DLA MIDSPAN OF PANEL). ,imtb 5 5 5 6 5 5 5 5 'S 5 b 6 wkM �-TOTAL#OF ANCHORS THROUGH THE JAMB. P4io& 7 7 T 7 7 7 7 7 8 8 8 6 Dasip Pressv0 +601-Wpsf +601.60psf +601.60psJ THEPi OF ANCHORS THEREQGLASS. 25,116' THE P-HOOK, 25116• PERPENDICULAR TO THE GLASS,. 3W DLO HeaN611 C5 C3+1 p+1 C3+1 p+1 C3H C3+1 C3+1 C3+1 C3+1 G5 C6 Width `mb 5 - 5 5 5 5 5 5 5 ti 5 5 6 P4cok' 7 7 7 7 7 1 7 7 7 8 6 8 8 Design Pr0sslse +60/-00pof +60/-60psr +60/-60psf . 3118" Heffi5i8 C3-1103+1 C3+11C3+1 03+1 C3+1 C3+1 C3+1 C3+1 03+1 p+1 C3+7 - a 3C OLOb5 5 5 5 5 b b 5 5 6 6 b 'a WhOh P4aok 7 7 7 7 7 7 7 7 B 6 8 B 3T-110' �gn P-- +60/-b0psf +e0/-Wpsf +601-60 p1 HeaNS10 C3+1 03+1 C3+1C3+1 C3+1p+1 qN p+1 C3+1 +1 0341 C3+1 C3+1 TABLE Bt: 4T DLO Jen1b 6 5 5 S 5 5 5 5 5 6 5 6 Wator-LImOad FIG 1: WIdU P-croak 7 7 7 7 7 7 7 7 8 B 8 8 (+)Dedgn Pressure OH LENGTH Oratgn Pressure +801-4 0 psf +601-e9psf. +601.60paf SO Nom.SB Man.(+)DP _ 43.18• Head9tll C3+2 C3+/C3+1 p.1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Poser Hdo6 Allowed DOOR ASSEMBLIES 48" DLO Jamb 6 5 5 5 5 5 6 5 6 6 6 5 I INSTALLED WHERE THE Width None i-17116• SOe Note2 L� PRODUCT REVISED P4cok 7 7 7 7 7 7 1 7 8 8 8 8 w OVERHANG(OH)LENGTH IS �s complying WIN the Florida 0.06 42 2-U7 +3&7 psf� = EQUAL TO OR GREATER THAN emrmnecwo 43 3-mr +60.0 psf p THE OVERHANG HEIGHT IS 17-0420.06 USED IN EXAMPLE ON SHEET 9 44 4-111(r +60,0 psf EXEMPTED FROM WATER e.plraor a oaln 041141=21 . 45 4418' +80.0 psT INFILTRATION RESISTANCE. -- BI - 4uet ContM By I DLO WIDTH o NOM.PANEL WIDTH-8-0!18" 1pnuulrr DLO HEIGHT a DOOR HEIGHT-11.1116" `�,%1LY144f"ir, 11 PANEL HEIGHT-DOOR HEIGHT-2.112' CE ¢' TABLE NOTES: No. VINYL SLIDING GLASS DOOR NOA(LM) 1085/15 #? i 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 DP 8 ANCHOR QUANTITY TABLE S J ROSOWSKI AND TABLE Dt DETERMINES THE WATER LIMITED()OP. - z 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL — ®g RISERIS NOTREQUIRED.IFSO,+DP'S SHOWN IN TABLE I MAYBEUSED. ao+rsrmrco4sv mmdc Ramma. NO CHANGES THIS SHEET. JJ �4 04!05117 �� 5'•;PIOBLO!;.�\�;' 4)SHEET APPLIES T02 3AND 4.TRACK CONFIGURATKINS. 1070TECHNOLLOOGYYDR A rrS�ONALT�T 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS II.I 6 FOR ANCHOR LOCATIONS SPACING (941}480.1800 SGD5570 NTS 70F21 MD-5570.0 $A atruwwuFR,Pa �.of aunllAlae P.Ef e9r05 i TABLE 2: Design Pressure(DP)and AnchorQuantlBes Required, (6x as apptaved co,dlM aWw on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use thls table mr. Dar Unit Hoot PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 r 6 1 BQ' B4' 95 108• 120' SHEET 7 FOR COMPLETE ANCHOR LIMITATIONS. Astragal ReinbmCM It i29 88.15110'DLO Haight 72-1516'DLO Heigh 84.15/18'DLO Helohl 96-1516'DLO Helght 1110.1516'OLD Height THE MAXIMUM OP AT THESE ANCHOR QUANTITIES.ADDITIONALLY.THE lackstOe Reln6srcement @25 Arches Group ArxharGmup Arrohr Group Arichdr Group Anchor Gmup MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE /CONSIDERED,SEE TABLE 82,THIS SHEET. HD Inledock Reinllmemeal t'28' A B C D A B C D A B C D A B C D A B C D 9 OF ANCHORS THROUGH THE HEAD&SILL.(OC:FOR C3+1,3 ANCHORS 19-tib' 0-mgn Presaum +100/-100 psf +100/•100 psf +100/-100psf +60/-0PSf +60/-66psr CLUSTERED AT PANEL MEETING POINT AND 7 ANCHOR REQUIRED AT FYad19AI 6'3+1 c3+1 C3+1 C3+1 C3+1 C3+1 C3+1 p+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 6'3+1 MIDSPAN OF PANEL). 24' OLO .lamb 6 6 6 5 5- 5 5 5 6 5 5 5 6 s fi B s e B 6 —TOTALM OF ANCHORS THROUGI I THE JAMB. Width 7i.k 7 7 7 7 7 7 7 7 8 s e e B 9 9 9 10 10 10 10 THE ft OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pfaaaue +100/400psf +100/-100psf +100/400p5f +60/-65ps1 +60/•65psf PERPENDICULAR TO THE GLASS: 26.18' MT10 (S+16'3+1 6'3+1 6'3+1 6'5+1 6'3+1 6'3+1 6'3+1 G5+1 6'3+1 6'5+1 6'3+1 G3+1 6' +1 C3+1 Q+i C5+1 C3+1 C3+1 C3+1 30' DLO Jaslb Width 5 5 5 5 5 6 6 5 5 5 7 5 8 8 8 8 8 6 6 8 FT4=k 7 7 1 7 1 7 7 7 7 7 8 s B 8 9 10 19 9 10 10 1 1011 10 Desl9rt P=3" +f00/400p1! f100/-f00ps1 +100/400ps! +00/-mpaf +60/-05psf 3]-118' Headl831 C5+2 G3+1 C5+1 03+1 6'5+2 03+1 C5+1 C3+1 C5+2 C5+1 C5+7 C3+1 6'5+1 6'3+1 6'3+]6'3+1 6'5+1 6'1+1 6'5+1 FE Fl0� OH LENGTH 38' 5 6 8 5 6 6 6 5 5 6 7 5 8 s 8 6 6 s 8 6 i :::—=—Width . 7 7 7 f 1 7 7 7 8 181 8 1 S 9 1 9 9 1 9 70 10 10 10 DOOR ASSEMBLIES Design Preaure +]00/•100psf +100/400pa1 +100/-100psf +60/•65 psi +60/-65W pl INSTALLED WHERE THE �i 37-110' lteaysm 6'6+2 C3f2 05+2 C3+1 06+2 CS+2 CS+2 r3+1 Q9+2 6'5+2 2;; 6'3+7 C5+1 03+1 C5+1 C3+1 6'5+1 C5+1 G5+1 C3+1 i OVERHANG LENGTH IS a 42' WDLO Jamb B 5 7 5 6 5 7 5 5 6 B 6 6 8 6 B 6 8 7 S =I EQUAL TO OR GREATER TFWJ P•tswk 7 7 7 7 7 7 7 7 8 8 e B e B 9 9 10 10 10 10 O I THE OVERHANG HEIGHT IS B +100/400 ps1 p1/' EXEMPTED FROM WATER Deslgapmamo +]00/-1g0psl f92/92 +00/-65ps! +60/-65psf INFILTRATION RESISTANCE. 43-V8" HeaNSI3 C5+2 C5+2 C5+2 C3+2 C5+2 C6+2 C5+2 C3+2 C5+2 CS+2 C5+216' 26'1++2 C3.105+2 C3+1 C5+2 C6+1 C5+2 C3+1 4B" DLO - Jamb. 5 6 7 5 6 6 B 5 5 6 0 6 6 6 7 8 6 tl 8 S Width P4wk 7 7 7 7 7 7 8 8 8 B B 9 9 9 9 9 10 10 10 f0 TABLE 82: PRODUCT REVISED ith Deafgn Pmssue ren/-a7psf +a0/-8Opsl ps pyy mP.ry y 17.04tho 0.06 +g0/90 ! +60/66ps( +51.1/•50.7 Watef-Umlted BuH p1 de 441/8" Hewn &6 21(33+2 C5+2 C3+2 6'5+2 G3+2 06+2 M-2 C5+2 C6+2 C8+2 6'3+2 6'5+2 6'5+2 6'5+2 G5+2 MG54205+2105+212 C5+2 I+1 Design Pmssrro x011-No. 17-0420.06SP DLO Jamb 56 0 5 6 5 7 5 S 5 a 6 6 8 s 8 B SN Nan.SN Max.(+)DPE�plrotln D,ta 04!1412021 VJitlth R ear Haight Ahmedp-� 7 7 7 7 7 7 7 7 8 e B 0 9 9 9 8 10 Dsslgn P—SLY0 +801-wpv *80/AOpsr +80/40psr +59.1/-64psf ps/ Nate 1-11/1B' SeaNote255.1!6' ilSN G5+3 6'3+2 Cb+3 C3!2 6'5+3 6'3+2 6'6+3 6'3+2 C5+3 6'6+2 Clrt3 6'3+2 6'6+2 G5+2 6'5+2 6'5+2 +2 C5+2 42 24ir +38.7 psi 80" DLO 5 5 7 6B B s 8 43 3.1rY +60.0 psT WdhP4reok 7 7 7 7 7 7 7 7 8 8 B 8 9 0 9 B 10 44 44116' +80.0 psi •+l-100.0 PSP FOR ANCHOR GROUPS B.C&D. 45 4.56' +10011 paf DLO WIDTH=NOM.PANEL WIDTH-8.9!16' DLO HEIGHT=DOOR HEIGHT-114116' LYNA; PANEL HEIGHT=DOOR HEIGHT-2-lir �� 'l;�13c6ttsF••.!�'� TABLE NOTES: '*: No.50706 *:L D°VINYL SLIDING GLASS DOOR NDA(LM) lgl 101D5/15 / 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE �m JROSOWSKI X7]0 s7A sok ;.aD�� 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL • RISER IS NOT REQUIRED.IF SO,-DPS SHOWN IN TABLE 2.MAY BE USED. W°'-`�"ui m'1rs see+eo s,wc. NO CHANGES THISSHEET. ��04!05!17 %rS�••.....--�G� 3)SEE SILL RISER TYPES ON SHEET 4. - is NAL ,% 4)SHEET APPLIES TO 2,8 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY OR �� 1�+1�rlltnl 5)REFER TO ANCHOR NOTES•SHEET 1. N.VENICE,-1FIL 34276 6)SEE SHEETS 11-I6 FOR ANCHOR LOCATION&SPACING (&11}-080-18W SGO-5570 g; NTS 80F 27 £ MD-5570.0 $A aivw+wu.e4rr: L9R.av,LLmt+m9e PP.9 Sa70a i I SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A' --_ IMPACT RATING M"o" ul,. RATED FOR LARGE&SMALL INCLUDING POCKETS&90°/135°CORNERS Dm Anolmr Guhnebl Fnme N•mev obw— Fmeeane0e MISSILE IMPACT RESISTANCE GENERAL NOTES: Iscm.e c +e + DE3IGN PRESSURE RA TING 1 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 4„•I••I bus m or A1et°"^'•�Tf• b1�V' Ne v0' SEE TABLES 1,2 8 B1,62 2)DESIGN PRESSURES: 410 ss.GMS 't d-L- tae-mom vss. G.- ON SHEETS 7&e A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (,*,I 0 fte ) taoso•ms tHCNrc•. P.k ye• o(w• S.POSITIVE DESIGN LOADS'BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A TWO M4 A651 .43• Rmmsuv4lmt, 3W '01371'(140..) C.DESIGN LOADSARE BASED ONALLOWABLE STRESS DESIGN,ASD. .mr ms,.wd„°•• - NNm ma- amt•uc.. 3)ANCHORAGE:THE 33-1(3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCE MATERIALS, +u•EMo tnn.ew, 1.�[ rINCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTI IER DISSIMILAR MATERIALSv.. PlmSHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(F8C).4)SHUTTERS ARE NOT REQUIRED PER FOC REQUIREMENTS,AS APPLICABLE. 6Pv.6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. une' Zaa1. 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATORANCHORNONS,ENERGI FENESTRATION ,SOLUTIONS USA,WG OR VISION EXTRUSION.LTD.WHITE RIGID PVC HOA,VE 1000 TAN 202 AND LIGHTER SHADES " +u,(NON•WHITE)RIGID PVCNOAAND BROWN COATD(PAINTED OR LAMINATED)WHITE RIGID PVC NOA P4 rREFERENCES fTEST REPORTSkFTL-6337,6338,8846.8549,8852&8717;EXOVA-10-002-792(A)&10-0OB•1D231; n' v, 1 4• 1-fu• CAMBRIDGE 535763-D9; Eka0s.s.cn. : phl* 1-W 11w GENERAL NOTES._..........1 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC,INCLUDING THE ° smk - t• 1a{• EXAMPLE CONFIGS......_..2 ; HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Q_ B.ewzwy t-it +am• INSTALL DETAILS.........__3-6 , FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA �t•6 — 1-irt iya DPIANCHORTABLES.,._...7-8 BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). v4•E 1&0 ss. ma.4 r 1•u4• F_7(AMP1.E............_. Apgu6ow C60 Poeoll r 4Y<• ••'•.••••••1 8)DOORSlZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE vr.sowev,Ptim HoaafSiName +• ,as• GLAZING DETAILS.._........10 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. 0w.ee ANCHOR LOCATION9.......11-10 4 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. ceonem tle4ar6m.rarte a+n tare• PANEL TYPES.... .17 U4/'Joe W.I. xeskw Picot 2- tare• EXMUSIONS......._......�.le ANCHOR NOTES: 4mae4 a4', `nrr t-vr ACCESSORIES..........__..19 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY D STM CO P+°ee avr 1-1r APPROVED ELCO ANCHORS.SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE r- —,_ ymo a+rr tys• SCREEN DETAILS............20 REQUIREMENTS. yr em{1a ss.aeNFrr con 111N Plink 2- tae• PARTS LIST.......................21 { umro'4ea cNu, ,eine. a+rs• f-v4' II 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. A61N pi,mY avr +-N4• PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1P2•THICK,PROPERLY SECURED,I X WOOD DUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE METAL SUBSTRATE TOs pCo e I with tko Ffod4a IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD DUCKS DEPICTED AS 2X ARE 1-1/r THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA 9eU.8 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-NO' 17"0420.06 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E pl.H..0oto0411412C21 &TO BE REVIEWED BY THE BUILDING OFFICIAL •UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FOC AND TO BE REVIEWED pja roaoo BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NONSHRA'K, NON-METALLIC GROUT,MAX.1/4'THICK A 3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORTTHE ENTIRE M knsi Min.Ft I W.F. LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Sled Sw 92k.1 1211.1 SUBSTRATE IS WOOD,3a#FELT PAPER OR MASTIC IS REQUIRED BEI WEEN THE GROUT AND WOOD CODES/STANDARDS Lk%7k 4106— S0 kd 11oks1 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY/HAVING JURISDICTION. - [2517 FLORIDA WLD946 CODE IFSC).STH EDITION EWA9j.OIm31 67 k1l 98111 014 FLORIDA BULDING CODE"Q.6TH EDITION El..U6efan0 155 Ns1 177k.1 STME130009 INSTRUCTIONS: NSUq-&PA NDS2DIS FOR WOOD WNSTRUCTION 410 SS Eko 0.1&1.0 127A kd 184.7 ksl 1)IWOWMG THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FORTHE, LUA9Nl1MDESk1N NANWLL,A00.2015 SO6Y73 umhwmekd 22 kc1 `11 y LYSLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLFS10R 2,DEPENDING DN THE ISl S100-12 A905xd 38kd 66ka1 �.0,.•-••GLAS3(RSNFORCEMENT. ISC3ta10 Gr.33V._NS 331.1 46 2)LOCATE THE SLIDING GLASS DOOR SIZE ONTHETABLE,USING THE FRAME HEIGHT AND THE NOMINAL -Cy PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. VINYL SLIDING GLASS DOOR NOA(LM) 10105m -•p 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS pp GENERAL NOTES J ROSOWSKI SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE a O'•. '• ` DISTANCE4)FROM THE covlac0roa01r Pmomrnsea me P UPDATED TO FBC 2017,VINYL MFG. ��04706N7 �i t�y.'•-:`.2O15DA,:'G`�� PRESSURE SMET OR ESIGN XCEEDED.D D.SURE USE THE ANCHOR QUANTITIES SHOWN..lFY THAT OPENING'S REQUIRED DESIGN 1070 TECHNOLOGY DR pjO I IE�:�`� 6)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941}480.1800 SGD-5570 NTS 1OF21 $ MD 5570.0 $ A ALYNNMIttHLpE £R1.°F eVrxly796 P.E6&9f0e I I' 1-1119'NOM. SNE IZ_s G1Ass- 7HG'ItOAL. 7116'NOM, 7116'NOM. .090•)'VS- 3119*HSGLASS� �� 3111f N3GLA36-� 31IB'MGLASS r 3176-AN,XGLASS--- .09D-Aa LASS— r, rn A9p pyG .090'PVB .09D'SG 7116'AIR SPACEF T7 9116•MS GLASS 3116'TGLASS 3fId ANdl Gih55 PANTED WIT til GLASS PAINTED ' PAINTED/ PAINTEDI rLANWATED LAMINATED LAMINATED 83 g3 LAMINATED of / 6URFALE 09 at SURFACE O n1 -- SURFACE SURFACE f (f mmm 1_ 3 wo I N (`] \ PROCMIS'EYTEMIZ ( \I PROWCTIs'a%iEN10R I 1 PRODUCT L9 E%TETiIOR- PRODUOTNL'E%TE{UOR- GVSEO'IF80681LS m*NOR GLAZEIr IF980S715 71P NOM. GIPZED'IF Be0d1C I 1 718•NON. CIAZED'FPffi•8313 1 7Ai'NOAL MWARDSTHEfOGERIORI D I GLASS 'fOWARW THE FMNADRI / I GLASS TOMAPDS 711E OOENORI O I GLASS TOWARILS THE EITTERKKLI I GLASS I I BITE I V I SITE I I BITE I I SITE a 9UmmE I a—m I 1�_ PRDOVCTISSNTI6OOF- I I� PRODUCT[S INTEMOR- I I PRODUCTiS1NTERICR- I I PRODUCT Is-OREiUOR- GIAZEWIFR80811S I 79 GRAZED'IF 080.616 I TO OI MWU`R86611S I T9 GLAZED' is I >D TTW/ARD.STMENITEW I TOWARDS THE D&A,I TOWARDS THE BTfHUDR I TOWARDSTXEINTERI.'. ..AS EEl/0TE3. SEENOTEZ. 96 SEENOTEZ� 6'FENOTE2 S � TN89MEET hU581 Q[T THIS SHEET TDs SHETT GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 •ANN•=ANNEALED 'HS=HEAT STRENGTHENED T=TEMPERED SILICONE HOT'-MELT BUTYL 1.1A6'NOM. 1-1118•N10M. 'PVB'=•090'TROSIFOMD PVB INITERLAYER STRUCTURALoKONE 3716•Tis GLASS 3116•NS GLASS— BY KURARAY AMERICA,INC. POLYL4STRUCTURAL0BUTYtENE 114-NOM. FOAM e'N 090'1 .09� '�• CIW SerrRYGLASO KURARAYAMERICNITEIRLAYER ; WTDI DESICCANT DESICCANTT 9118Mai "ILS GLA99 li; S110'113 GLASS 7s 'ro �• � EXT.GLASS 7118'AIRSPACE— 7116'AULSPACE n 79PRODUCT REVISED 3116'TGLASS 3118'TGLASS Pi�lag wIN 1M Floritla D/ PAINTED Bu... odeTED 9] LAAfINATED NOA-Ne. '17-0420.06 SURFACESURFACE Explmft,DaW(1411412021 Tp5.F�� DINT.GLASS INT.GLASS <1 �C{\ t/ j—Am PRODUCTIS-EXTERIOR• I / y PROOUGTIS'EXTMIOR- tim ]a KODISPACE' T6 SUPER TOWARDS'nIE EEX aM O I T� IOWARDSTrIE EEXtEEMR1 17GLSS )`$ 4SGTPS 0SPACERONXT I BnE NTEMOA I SITE i ALUMS"I PRODUCT IS R- I I PRDOIIOT 151NTERIIXA I I REMrCEMENT POLYLSG• DESICCANT FILL AREA MAZED`E082-93IS I TO GIA 0:a82i31S I I O I BUMENE _6/1C NQM. TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR sns N RML SFAI. SILICONE SEAL SEENOTEZ, eo BEEuorER, SUTYL.6 h899HEET THSSHEET DESICCANT ROL r'-T ED 11T11111TIIA� FOAM s7A NLEss srm GLASS TYPE 3A GLASS TYPE 4 �.LYNAt "Iyam EXT.CLASS NOTES: ` EXT.Glass IN 1)1)BACKBEDDING.SURFACES SHALL NOT HE PAINTTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM). j 1DOST15 =*: Neam •-*- I INT.GLASS 2)PRODUCT MAY BE EITHER GLAZING DETAILS �- �J ROSOWSKI INT.GLASS INTERIOR OR EXTERIOR GLAZED, a a -- '�•'• T4 PROVIDED THAT THE SURFACE ���� $� ' • � DURASEAL® XL EDGE COPY GHTC9M7 orm AST aEs mG NO CHANGES THIS SHEET. da 04!05!17 . ROmDP:'\�'`` 0 O OF A LAMINATED GLAZING UNIT IS AuwomaRe00a7Eo 'ryCs�'••.,,••ON SPACER SPACER ADHERED TO THE GLAZING LEG, 1070 TECHNOLOGY DR' !AIiS1pNgL� N.VENICE,FL 99275 II N I 111RT (941).43-1600 4 aLVHI(6(aLER,PE I �� � SGD-5570,8i, NTS 10OF21 6� MO5570.0 �A PF.A 58T08 i SILK L CLUSTER ANCHORS LAYOUT: SILL"+°INTERMEDIATE ANCHORS LAYOUT: ASTMOALOR ASRVIOM.OR IHMMOCK— WPM= PANELPANEL CeNRERd.t� a.. CEMERLRFF �. OENTERLLv ]It PANEL -- 4• CENiEFLME EXTERIOR E MUOR fXTFMR �_ EXTERIOR i n V 2d}L t4XIN1fif2SEUME J EMMOR 2AtO � W n2TRCKIMH4EdATE RLOCNNSMipL 2-MACK NMWEVATEVANCHORLOCATN '.'!i'ANCfiOALOGAIlOrt9 -.3-molORLCCAnNe ASTPACIALOR ASMMLOR cv aawE 4" cfLacRauc-- 4, cxRrERw+E PAWL PANEL �p�J,tt,• CENTEIB.PIE 4' CENIEAUNE 4• [tLL]] f� , ExT('�of3.22EtTER 321° EXTERIOR P�� 3.22 ANCNORLOGRON9 ARRORLOGTTS 3TTACrG TNEOJEATE37pwKcumlm \J 9TRACKEBFMKATE 339CKNMNE4TE NOO 22' l3'ANpKKTLOCAro- ASTAAOALOR ASTRAGAL OR I - PAWL. NTHiLOfX INTEFTLOCK PAN4_ PANEL CENTERIME 4• CEt1tETtl.40: ,4, CENTEFLLME CENFJtUNE•_•• CENIERUNE� 4` P'MIOR 3.22° Pc91FL�t —3,22•... EA6ERtoR - 3i§g Rr oR 322• `� 4TMCK SIKTTTiiT `✓ 4IRACTI C11t^.TFA 1-TRIICI(W1ERTffoL4TE 41TUCKUREW3EOVR€ 4-TRACKOITT3TMOKIE T'T.'AN410RtOCATK}NS 'Cb ANCltORttTCATRY6 vPAYCNORLOCATM •e2'ANGiO MAIMM IMANCHORLOCADOM [DOTES: NOTES: sm+waeriAeiromerouormcsu 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, ixrenlmAreNn�IaN Lounoxs m 1)ALL DIMENSIONS SHOWN ARE BASED ON MtNIMUA9ALIOWED. -- . 2}TRACK-TO TRACK 2�T� FOR 2}TRACK-TO-TRACK DISTANCE IS 2.370° FOR ALL SILLS: DISTANCE(52.375 2.975" uj § 1 FORALL SILLS: I H88d/501' 1 aPta�mPUN1 Wgththo FFloiWa ruavres�xrxrrwTa ntSRauonswau R11oWc 7 EVIED HOA-�.0 17.0420.08 ^•`�'l�`�•-tCEtt �///y`A SiLsrFNNc�oitoGTlfxU: 1 •,:•i"': CrplraUuu D.. 4A2021 •.�.. ,* No.58705 VINYL SLIDING GLASS DOOR NOA(LM} 1Q/05fl5 gv �,,,.,:��. 69ooiL oPfv PotCOMm ANCHORLOCATtONSA��JROSOWSKI cowxmxra�mr amoaus sotc. NO CHANGES THIS SNEU- Q4105l17si°SIQNAL �`2. A¢PA�trsIIESTAVEa _ He�00 1 1070 TECHNOLOGY DR g '•7 T N.VENICE,FL 34275 �s Rti i U t T tTt P4m61L 7 (&11)-000-1800 SGD-5070 NTS 11 OF21MD-5570.0 4'z°A A.LYNNMLLER.P£ LERf.oo N11RROYL P.EI/66l05 HEAD CLUSTER ANCHORS LAYOUT: � HEAD N."INTERMg0lATE ANCHORS LAYOUT: ASTRAOALOR ASTRAGAL OR -••---. PANEL INTERLOCK cn+T 4' CNEC 41 PANEL CEM6ME CINTElESNE 4' CEN7FQFE-` 4° it EXWRQR LQR WER . €XTEF44S •-. 322 2dRACKLLif^iiT3tR3• V Z-TRAIXCWSTER'CS �J 2.'TRACKIH170Et¢OIATE �J 2-TRAWNTERNEVATE �/ 7d/tACGiNTE'.W.iEa1ATE ANCHORLOCA71" ANCHOR LOCKRONS 'N'ANCHOR LOCATION W ANCROR LOCATIONS "�TANCNORLOCARONS ASWOAL OR ASTRAOALOR' INSET=LOCK- IMERLOCK-. PANEL PANEL PANEL OENtE!#M 4. C@RERLtl+E I._ GENTGRLTN£ _ _ �•'• J�V' C���._. 4.75" CENREiLM 4' rr exT(E(}}RwR -•+, 332 orI wat -«, 3.2x ocrjjenloR EyT�jjEjRjlaeNLLpy \J &TRACRQOSTER'CS' SJ d-TRACKCLDSRRW V "i'NC INTERMEDIATE �J •3-TRAr HWERkWOLVIE V ]mANCiKY2 LOfYRIXXS� AHMORLOMTOM AkrJMLOCAT10tS ASTRAGAL OR ASTRAL M,CA PRERS.00K PTEMOCK-r PANEL Wh8 PANEL CENTERttNE 4• �&L NE 4` CE1TE41t@ .. CENiERt.NE" CENTHIIH " 4`A. If _ E l I ! Lk'OPft -33x EXTERIOR ...3.22' m �TRACK .-Iy tTRACKCLOSTEt V 4-TMCKCUMER `" i'MSIIOR LOGh ON ANCHOR tAcAlnom 2' G 4T t IANC rT 'CTMWIORLOCARONS -WANCHORLOMRi Oj1S # f TES; amaxTOR�rteLLmzo:rAn —1 NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOYED. INm+ytmTcumwRwwHwsy.—...-.--( 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK TO-TRACK . DISTANCE2.37b` 2)TRACK 7Q-TRACK � FOR ALL HEADS: DISTANCE IS 2.375' 2a7b' . FOR ALL HEADS: PRODUCT REVISED Ati' NTr1� Hamvs�u 1 � eut`Wng Colo lm m no.mA �`�pTlY trNly�,, WNWi,EraLa+•va.�+.E,n '1n�"b 5 NDA-No. 17-0420.0$ �1.�,''•`�LF'•�� l CIl610tANtlIfHLOGtKwX � Pfimk 7 4•: ' P.ARNaHon ont+04/141,021 —Z�*: Na 58705 t� VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 ANCHOR LOCATIONS B ._ $J ROSOWSKI CaTisattomi RESUWsm¢aWc. NO CHANGES THIS SHEET. Pg C4 1 AuamiTsnEa»rT.n �04!05!17 5 1070 TECHNOLOGY DR la TTeISIISIiii Pfiaadf 7 N.VENICE,FL 35275 ..._.' P$ A+ ($d1}4$0-1500 MSGDSNTS S 12 OF 21 MD•5570.0 JI A A•LST,w LtuntPE cenr.o NSATM" P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): N�adc��wron�raownu�muwwN nwms —2375' 4.76' 7.127 MAX. L 21.6' 21.6' 21.6' HeadI60I C9H MAX MAX. MAX. Jamb 5 O.G. EXTEMR O.C. Tafl O.G DnE7tlOfl -.— P•hook.._—.—_ OPT.ANCHOR I TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. 1AX— FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6' 6' (SIMILAR TO THE 2-TRACKJAMB)AS MAX MAX• __ HI . REQUIRED TO MEET MIN.EDGE DISTANCE 2-TRACK FRAME I &TWtCKFRAME y'fRACK FRAME CONSTRAINTS.IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS BE TOWARDER OF THEANCI RS,THE MAJORITY MAY , BE TOWARD THE INTERIOR OR EXTERIOR. 12' MAX JAMB JAMB JAMB .PER WEEP X'53 (4)WEEP NOTCHES (6)WEEP NOTCHES !(3):.CK PEREND@1'X.500' PEREND®1'X.600' PEREND@1'X.600'LSILL OR SILLEXTERIOR 11.9 EXTERIOR WEEP HOLES 6" E '(�1.126°X.190^,� (0)TRACK WEEP HOLES �\r (10)TRACK WEEP HOLES��_ OPT,ANCHOR (1)WEEP NOT EVERY EVERY 24'@1.12SX.100';J EVFJTV 24'@1.125X.190`, TO AID IN 24'@ 1.975'X.500" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24-@ 1.376'X.600' 24'@ 1.375'X.500` NOTES: 1)SEE TABLES 182 FOR EXACT.QUANTITY SILL'WEEPHOLE LAYOUT(2,3&4TRACKS) PRODUCTREVIS Fwaa. �`�tt�Y lVNry��''�, OF ANCHORS REQUIRED IN THE P•HOOK'. eoiiciog-Code �O••""••4, 'r rrvcxu romemtavmroON:raus NOa-No. 17-0420.00 .``'�=•t1GENgF••.C�� a P' m+xxsnurt, iou _ E�naOon barb O4N4f2021 _*: No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 1010TV15 ANCHOR LOCATIONS C BJROSOWSKI - ST Tr ' :'•`�� o �i��ts'•..RTORIOP..�•��'`� ' warNwN w varrmu>rfms�wes,w� NO CHANGES THIS SHEET, 5!17 ��S70NAL HaMSq C3r1 ALl wcHNOLOGY 1070 TECHNOLOGY DR g �rUnnrltt` ,lamb- 1 5 N.VENICE,FL 34275 Rltook 7 (141)d60110 �.LMN M&LER.RE a .aaeurN retro. �'SGDfi570� NTS 130E 21 $ MD5570.0 •$A P.Er earns i I HEAD 90e CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: °Nae°mSwroTKE .aLD»w�>o•tw�Ksl. — A.nNR«unas: 4° 4° q' 4' L 4' 4° 4. r HS�bm , ']yTl�y�[ Jnm6 6 —3.22' Ei(ERS 3�'EXIFTUOR 0 it o stook 7 &TPACK 00'COtU1ET80'CtI1 ANCHOR LOCATWN3 �/ 'C6•ANGiORLOQWZ0ERERN 2:TPACKW0W4M EXTERIOR 2-TPACK00•CORNEft EXTER --.— RREINNFE'QIS7iPEGFE% IUSEW�'G"6a'r{Fm) WANCHORLKINS OCAT �') 'Cb'N OR 1OG17KMS . (WEVIIMRCY ISSPECIMD) [7 NsEYA1EmTs-Z5PECPmD) I R P R I 4° 4, PRODUCT REVISED � 4' ooUiln�jlCON 'tb Ltro Florida 4• - ���111 NOA-No, 'I7-042Q,0& NXPIMt..DDT.0411412021 E' NOR 3.22' EXTEIiIOft 3�" aipl 3.22° o ucf 1TRACKWCORNEi ��j� 3-TRACK90'dARNER 3.TPACKW*00R R E tL� 3-TRAO(00 M-ER EXTERIOR •u•MlCHORLOCAT1 CJ WANCNORLOCATIONS V •u'ANCMOR LOUTtONs Se•ANCHOR LOCATOM (USE YYHERE�CS'S SPECIFlED) NSENTIEiE'�ISSPEWTED) (16E YdLRE'Ce'I35PEGFIE01 (USE0WMY5'IS&-.CF=) FFFM 4° 4° 4° 4- 4- 4— '4°4_ 4. T•. S�'T TEE F 3.22° �� 3.22° XF iERIOR NALE��.` 0.TMCK(N'CR'BTER E JXT�IVL� - 4TMCK90'CI st 4-T CKWCWd&R WANCHORLDCA11= +TRACKOPCOPNER I/t111141T 'fil•AHCHOA LOGnTRN ��e�e'ANCHORLOGTKNJS l 'CS'ANEKIRU=TIWS (U$EW,Ifl(EY"1.•ISSPMFIW) DISE WIO?RE•tl•ISSPECREN) NSEYA(ERE'CrSSKCIAED) (INEWIERE•CSISSRECWRD) ALYNNIUurRP.E PEY 68 05 NOTES: ' R(ARFSFVITAW TOTti.snlaww60YebAt43t 1)All DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. t�AnAucHontouTNlN: [UT VINYL SLIDING GLAS6000R NOA(LM) 10105H6 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D &J ROSOWSKI SIMILAR FOR OUTSIDE(3HOWN)ANDINSO)E CORNER CONFIGURATIONS. Hoed s® , Jmnb b 3)TRACIC-TO-TftACKcame�Rax�RT�rwuspR�.wG NO CHANGES THIS SHEET. ��041051,7. Pilaok T DISTANCE IS 2.375' 2.376 2375 . 1070 TECHNOLOGY DR FOR ALL HEADS ANDSILLS: N.VENICE,FL 34275 — — (041}450.1600 SGD-570 NTS 14 OF 21 $ MDS570.0� fLiT M IY212B6 rzutES PPRIANmT1E HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: _ ,retoAwD,ss•cora4rA zaA - —_—' I to 1354• 4. 4° 4HDadl8dl 1 4. �1EfRLO�R 4. EXTEERRM PdgWc 7 2.1MCK13SCOfOmi 2-TMC K 13r0GF A 2.TRACKt1SCORIER V 2-YRACK13YCORItR V YA'ANCHORLOCATIOIb 'C6'AwIlMLOCATI(m 'OTANCHORID T10/1S 'CS'AICHORLOCATKW ,{ISE W1aFRE'(21'LSSPECfffDI (USE WHrM-C.T LT WECfM0) (USE WMENE•OS L95PEaRm) NSE WNERE'C41S SPECG®). h' 4' 4' 4' 4° PRODUCT R Ith thED� 4° gI�I 'L'8 _ NGA-N. 17.0420.06 17a 4' E pl-ti°D Date 4411412021 If By IX�TE-R}tOR 3,22' MRA0K IW'COE8v.R 4TRAGK 115 CORNER }TRACK i3S OMER 34MCM 12S WRIER -CTANCJIORLOGTKRS 'WAIICHORLOCATCIS 'Vr ANCNORIO TIONS 'M'MMORLOCATIONS NSEWERE'C3'ISSPE"MI 1lSEWHERE'C41SSPEMIED) (05ENRffREC ISSPECIFlCD) (USEWHf37EWWSf RED) . E%TERIO$ EXTERIOR ,4" '��A�•,� E% W� 4-TRACK13VCDRNER —ACKIWIMR Ev a CK1u•WRNEH 4-TR"-Kl CORNER �NAL •C'ANCFIORLOCATOS 'WANOMLOCATIONS '(WANCHORLOCATMNS •VAWHORLOCATKM4 rrfrlffl,Ilt„� ' RSEYMERE'C3•I35PEGff®) IUSE WIEREIr SSPECRIED) IUSC IN EIIS•C3•SSPCEIED) NSE WNERE'CS 4 SPEC(NED) I ALYNIJwL ERP.E P SAAB 06 NOTES: rcuuy Pc TanTon4wLawa+:rcaaEH 1)ALLDIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Iffi10 N,OlONL0fJ1TImS ~VINYL SLIDING GLASS DOOR NOA(LM) d 10105)15 135' 2)DETAILS OEPICT ANCHOR OilANT1TY ANO SPACING,AND WOULD BE � SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E &J ROSOWSKJ HeedS➢I 1 1 m ! ,)�Rp 3)TRACK-TO-TRACK -1 O0°QOmAin�i3iis art'4 NO CHANGES THIS SHEET. 00VOW17 P4=K 7 DISTANCE 152.375' 2.375 2.375' 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 (941)•480.1000 SGD-W0jjj NTS 111 16 OF 21 091 MD-5570.0 lJ91 A cEm.a urKss>fla FWRf:f PkAfAN TOTEP410M1t9 HEAD SPLICE ANCHORS LAYOUT(n�INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT 0 INTERLOCK OR ASTRAGAL: eR�cmeuumanLa nraai svuce 4' 4•. LOCAnON� 4' LOCATION 4' LOCAnON LOCAPTIUN y+- Hee71917' 1 DmmoR -327 �%IF7dK SPLICE �7O'PI 2-TRASPLICE -3.2Y 2-�IX�I `J •I-p'ANT NOTLOW LH R ronS v "tc Mcmml.Ounas Paaak 7 . ANCNOR LOCATOZ 'm'ANCTWRLOCATIUNS NSE MERE Tr IS SPECIREO) (OSE WTIFAE'CS is specrP7)) (USEVMERE'CS q SPECFMD) NSE WHERE'CS'IS SPECR1L31)SFLIM . SPLICE SPLICE LOCATION LOCATION •4° LOIA 4' LOCATgN 4.75' 4- 9 PRODUCT REVISED ' 322 EXTERIOR —3.22' @XTERIQR 4' ecildm9"olbMlh W Pbrlda EXTERIOR 4A-TRACKSPUCR 7-7Rmx SIRME fI 3TMCXSPLICE 0-TMCKSPLICF. `C,,.AW"ORLOCATIONS -crm 1'ARLOCAON4 N01147a 97.0420:08 U ' ANOaTRL=TI0HS 'CB'ANWORLOCAM(INS NSEWIE 'CSI56PECVII NSE WRIe:E^GS'L99PECffIPD) 9ulTalbn Oeto 04144/2024 NSE WHERE'CS'196PEC91E0) NSE WHEREYw1851 ectsED) 9 a sPLK 4.76' sPu LO LOCATIIXT LOCIVION 4' LOCATION CATION 4. /11 `\\\111111 III.T�/'' ExrEwwl PXTEa+oa 3.22• EXTEawa — +—3.72 waR _ -5.22' \ OP1YlYhh ANCHOIXSPOCE V 4TMICIRLSPLICE.1y.\'HERE- IS SPECIR CWHECNO ISSP lab `:����: UC�NSF••�l�''j •G•AN610Rtt1CATI0Kq 'CCANCIIDR LOCA710N9 (USE LW1f3iE L9'19 SPECIREN (USE WMERE:OS L9 sPECTREn) {,`p (USENIERET ISSPECMFC) (OSF.wlmsY8I95PCCIFlm) NO.587 ; *: OS I ��.0(� ���� �i C�SS•,,aYORIDP,.G��� NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ,,�01V t ISO EN\ , TrAIIIEePariwrotr�mla®aelsu�n 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYPNNU P.E. RrAPANaalTasie)s FOR SPLICES OCCURRING INSIDE OF A POCKET.SEE THE EXAMPLE ON SHEET 9. 3)TRACK-TO-TRi1CK - STC 2976• 2376 VINYL SLIDING GLASS DOOR NOA(LM) 70105/75 DISTANCE H132,376' V.. -FORTANCE OSAND SILLS: ANCHOR LOCATIONS F cS J ROSOWSKI a oywwatreamT w�wwarREx� �NO CHANGES THIS SHEET. *104/05117 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED AILRIOMSXESERVF9 laTN6IA 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 7070 TECHNOLOGYDR �� 6 N.VENICE,FL 34276 P.Aook 7 (041}460'1600 BSGD-5570, NTSI 100E 2t MD-5570.0 $A i i i PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDEW INSDEBP OUTSOEIW msDE 11T C n1FI SDC! L r�vw�— ASTRAGAL TYPES SRIGEE SINGLE FDMD LOC MLE ASTRAGAL ASTRAGAL ASTRAGAL ASMAL ASTRAGAL ASTRAGAL WTDV.00X SWIM= STILE WhI.ANOLE D=OUi 90x IN RECEIVER RECEFVER RECEIVER RECEIVER INTENOROR out W p0tmLE FXT6VORG{AuED � — � — — M IACNSTRE F0HiL001C sL E F PP K L L TC TA TV TW J LOCRSTRE ASTRAWL AsLm B N P A C C SC SA SV SW SD UTiuoDN D SINGLE W IN Imam MarM SR E RR R S S FC FD FV FW A RECK WlACK4tLLE D M J J U A57M0AL a�wv Q LOO617 E atm= � laaxwo �N -- -- eoxo IT LR T U DS E N; L DASOIxX,N N T U — J n1R.TIR CT CS CF LLI AeTr.— RECTNFJt t� ASMWL AT AS DF a RECENER J --- PRODUCT REVISED ONf.19S , pto with the Florida VT VS VF o ;a 17.0420.408 . IN 13Y WT WS WF �- 0.9TRAW1 GPITatbn veto 04/74!2021 ——' tAlTwr anf� LEFT _ RIGHT PANEL PANEL STILE STILE PANEL TWE'P SHOWN. L1fInn11�� PANEL NOTGS: `� LYfVgr AA:� 1J SEE DP7ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL S¢ES 8 DESIGN PRESSURE. �` '�:"UCENSF'•.0 e} : ` 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FORANY CONFIGURATIONS AND ARE k VINYL.SLIDING GLASS DOOR NOA(LM) 10105115 * N0.667115 NOTAVAILABLE PANEL TYPES t JROSOWSK] 3)MAXIMUM NOMINAI.PANEL WIDTH FORALL PANEL CONFIGURATIONS IS 60. %� STATE O P coprwoTroamr PGreslsm>Es,ma NO CHANGES THIS SHEET. FS �1�.04lOS117 'r ATORIDP•i���• 4)PANEL TYPE MAYBE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH ut RwNTs rssLRVEo ��'. S� TESQUALIFIED BY THIS APPROVAL,SEE DETAILSSHEET1N.VENICE, 0. 1070 TECFOVOL 342 AA OR6 _. g �igt WlAA``` - �5 ALYNN IMAIDLPE (841)-080.16001600 SGD6570 NTS 170E 21 $ MD-5370.0 •$A P.T:I�Awos OP ANII I i � ^ -^--�►(� 9�j('' 540 - -.126 -Trr-S60 x'291 .081 �,.I .762 .t00 1.812 �Lall al 1�tnY��,1 F��--••FC-A82 .930 .301 J �L1.928 � Ot 2TRACK HEADMAMB ©4TRACK SILL TI CF Vft R((PVC)W 0 ANCHOR PLATE Q TRACK INSERT f 0 INTERLOCKED POCKET 5.178 1.000 -252 231 A60 -"-�. 2,060 .100-�+ 250------�'(-( 8250 Pj 1.435 l 002 81.613 I•+°- ��-1�8-gyp IO�1 rJ T 100 948 -J{eI- 'Sr®Y^I 1.8 ABO IJ ❑ Ll ,.8,3 a 1.68, -.062 T 1 .BBD ,700 Q[a,]gLQf I��� 71 BOTTOM RAIL GROUTER SILL 3 SILL TRACK 1 P-HOOKADAPTOR @P-HOOK 4 3TRACK SILL SUPPORT `COVER COVER O3TRACKHEADIJAMB x"'•125 690 ..._.�r40 .2913.000-�j •081228 Iffil fir I+---10.825-- `) 00 --�-f �rj V�-2807--4 .07606 L � ' o-100 O t 6F .082 -�8'-.062 329 1.813 p 1.881 FJ(iENDED � REINFORCEMFJiT REINFORCEMENT f� REINFORCEMENT 1W -� KEEPER 00 KEEPER V'BAR COVER. ®BAR @ FIXED PANEL CLIP ®PLATE OS 4 TRACK HEADIJAMB 02 2 TRACK 61LL 2.511- , ��-2.838- 1.570 1�- 1.625 1.885 r-- b120 3A83 -.308 2.800-�•I .080.126 f-77 4270 2.0`73 .OgrT .070 I .075 4.035 --.100 L2A33 2.388 .788 AGOT86 2.025 312 �10 .080 216300 a r I a ®INTERIOR JAMB COVER LUPRODOC7REVISED 1•�-,TSB ��-2.710 1A75 - .110 Fr--- �+-.182 -.182 .120 2291 .100 Ps cemPhlnB M0h Na FIOMa INTERLOCX A00 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE,TOP 0.841.9 Caao TOP BOTTOM ANDP.STOBS REIN ORCEM NT, ®REINFORCEMENT, @REINFORCEMEt•7T INTERLOCK ADAPTER ADAPTER ®ASTRAGAL AOD-ON®AND BOTTOM RAIL NOA-No. 17.0420.06 ®AND STILE REINFORCEMENT COMPOSITE STANDARD HEAVY-0IfTY e�gmtfan Gatem!14=21 REINFORCEMENT er i $326 3,34,q NOTES: 090 M19am�p�'o4uct con,rel 3.452 -- -� 1.472 r+- E019 1)SEE SI IEET 4 FOR 125 125 OW 3.713 . SILL RISERS. .048 1.500 3247 3' 080 UG 2.176 Jl. _ 2)SEE SHEEi� f- .070- '965 r� -.919 FOR SCREEN PARTS. �••9 1.170 �'•� l Y .300 9 ALL DIMENSIONS ®ASTRA AIL @iW ®ASTCORNER ®AS CORNER @90°CORNER @90°CORNER @90'CORNER ) ASTRAGAL PASSIVE MDUNi ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. tfi��"liiiirr EXTERIOR INTERIOR EXTERIOR INTERIOR ....�N..... - .912 -} .012 210- 252--I .173-^^^(���y i VINYL SLIDING GLASS DOOR NOA(LM) 1j~5 IZ* No.58705 ' 1281 • 281 1 1.261 '�t.201 +P.:. *�"�_-•a= Y9YYY fr EXTRUSIONS m J.ROSOWSKI O rTc/1�,• ®7156" �7118'� ®1.1118• ®1.1116° �71116� covrraatraz4tr FB,waomss,n�. NO CHANGES THIS SHEET.�-v ��04105117 '�'.,FtoR,gn-: BEVELED13EAD BEVELEDBEAD OGEESEAD OGEEBEAD ,w.nauOsnesmcn �`rS N.� SQUARE BEAD 1070 TECHNOLOGY DR �{ y4� rr,;ONAI•tE�r i N.VENICE,FL 34275444 MD-65AL (941)'!804600 SGD- �I NTS-j 18OF21 670.0 $4.A nPaEUPNOL,SPP. Ri[T.OF� p9iM 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB (4)CLIP ANCHO CLIP INTO ATTACHMENT - &SUBSTRATE, ASSEMBLY PANEL INSTALL ONE BLOCK AT OHEADER TYPE AS USED STILE ° USING4 BLOCK N INSTALLATION, INSTALLATION EACH INTERLOCK. TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL (3)tH0x ° TABLE ONEBLOCKTRAT (3)N8x ISM b'SMS ��! SPANS BOTH PPNELS. I I -09D 1'SMS 0 Il ° f UD� (E)FIXED PANEL CLIP ♦ _ FIXED INSTALL ONE CLIP ATI HE �(2)1.- . m PANEL' MIDSPANOF EACH FVED �X2-114 SMS CLIP PANEL-TO-FRAME JAMB LOCATION. i 7!8X1°w1 d lo SMS 121 BAR COVER \ \\ I X Y SMS 08 REINF.BAR \ 1+ O8 X 14 SMS, \ I ZIIEEPE to Ii� as•o.a,see sH¢cr trt JAMB TO \ KEEPER TO JAMB SILLASSEMBLY \`\ ATTACHMENT I ( / LOCKING JAMB PRODUCTREVISED REINFORCEMENT PLATE °•ee sal e .HB- 4 17.0420.060.06 ATTACH WRH 718 X 1-114' 4-PANEL,2-TRACK (SEP t0 NOOr @34-1YP MAX O.C. OXXX SHOWN n eaplmtlon Q,te0M1472021 / u I suu uoc ° ii (4)t110XO I YSMS - INTERLOCK -� INTERIOR CLIP COVER EXTERIOR X.E.I.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 11.16 FOR ANCHOR LOCATION&SPACING. pY LYry BOTTOM RAIL �°" ,�fF10X 3,SEE TABLESI&2 FOR REINFORCEMENT REQUIREMENTS. SUPPORT t/ 2-112•SMS 4 CONTINUCUS ANCHOR PLATE,ITEM p8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Q' .•�` No.58105 (2)Bi 1.9M9 '0.1 I VINYL SLIDING GLASS DOOR NOA(LM) 8 10/OE715 =*; _ *_ 1 THROUGH SUPPORT. / - ' INTO PAN EL p10X ASSEMBLY ACCESSORIES INSTALLATION �S JROSOWSKI �j0':G�. ��.�w�` t INTERLOCK SILLRETAINER 1-12'SMS cermw emnvOrrfuswes,iue °CORRECTED 04/05/17 ".' '`,i0R0'.: ALL PANEL CORNERS' rnLlawrts ta6�rvm _ '�sy+/O CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070TECIINOLOGYDR �a err NqL� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 g 1trllllllltt (941 60.1600 BGO-56T0� NTS 100E 21 jjz MD-6670.0 �9 A ALrNn NaiEKP.e PE4S405 I i - I j BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: f 3 6 ❑� m 1x1 tN � 1a2 129 '— ++e +m ILORI,730NTAL SECTION / HORIZONTALSECTIONEXAMPLE EXAMPLE ++ a � m ul ❑`i fn t 5� - HORIZONTAL SECTION EXAMPLE 1 2 131 I to+ HORIZONTAL SECTION tv EXM1PlE 1202--r•c–�y the 1.ne .875 _ .875 1.020 --^9^050 --•4 –�50 .045 935 r @SCREEN QSCftEEN ©SCREEN OXO 1.�DDS2 1.993 1.874 1m FRAME t21 LATCH IL, ASTRAGAL 1 yy RAIL LATCH ADAPTER L– .082 L 062 PRODUCv�T1+gREVISED eOX SCREEN BOX SCREEN BOX SCREEN ---,��.777 eidl�np°advwlM lire Flo40n D TOP RAIL- 101 BOTTOM RAIL, 192 SIDE RAIL r+–.725 / 11• r– N.A..– 17-0420.05 lzr -705 � .7+61 I .DpImaon octa 04/1412021' ° .040. t,t Nt ! 1.020--► r– 1.593 1.373 Inv, 4r .002 fza SCREEN VINYL 12.SRCA�SaJ-2 s I.S .055 1833 .OB3 ADATERADD-ON 1– +z+ ° --J I--.372 os2�,r Box Box BoxscREEN ' l dtt s (Im SCREEN 191 SCREEN 7W OXO INTERLOCK SNAP-ON ASTRAGAL BUG FLM ADAPTER VERTICALSECTION VERTICAL SECTION ����p YLYA EXAMPLE - EXAMPLE NOTES, ,��N••• !1f/ 1.308055 -+11,487 1)ALL DIMENSIONS IN MHES. tJcfENgE-': �.' VINYL SLIDING GLASS DOOR NOA(LM) 10105!15 = 05 :*– L_ coo SCREEN DETAILS Ij S J ROSOWSKI C)BOX SCREENmOX SCREEN t9z BOX SCREEN HEAD ASTRAQAL SILLADO-ON AND JAMB ADD-ON wP+nc tsm+r P°rr0us�wes,us 3 NO CHANGES THIS SHEET. 11 04(05117 '.�NSS•.<pp�OA,•G?�. euw°Nrslesaavrn ADAPTER 1070 TECHNOLOGY DR N.VENICE,FL 34275 qq A Nv, (941}480.1600 SGD-5570 LYN NTS 20 OF 21 5 MD-6670.0 $A pN.MLIcP PE aar.°c i � aaaaapazaa _ 3 ;,•ry•..,. �`,:�'y� 1 rnm++ ��9�� �Q�6w��®s�IS � ��� m ��222��}d37,,•x�,•�aa$�$ Fg'Qo 3`� z d+`nr73JiJirH33rX �c � gg @ y wmmNLLm>$ +Xn�indi a"a3ieta o' su � A @mmSaS �$ icYw�$ Xw �I �' w m8�,a, g 119171•- it N IN 6 w O 8 6 d fmG N N N N N g N m I 11�. Z d w 6m�� 3 �dZSZ 0 W O m W N N NWS I w ®�®®W m x` Z ¢ O o W m��gggm� S d z m e. � m E `4Qj:3.m3uFd$sotl9$"r38V88+`?:r212 �R�Bm'�idS$Ya$S�BSffiB�$ w 0 Z �ga� s S8S gdyd s @ _ mm_ n §� zs @,��@, as � - �__�_� i'sFpmFpFp U Fp s aa�F��tf ^o w m Nw6Q 5Ca E{ ti �'a ' bVUV oo 3 A Bdgggggg���omgm daI a 888$$$$8$ 85188$$£i $ 8888$8$S$$$888$ �lRW303 ilFz Miami-Dade County Building Product Information for N.O.A. 17-0630.10 NOA 17-0630.10 I Jllibrary/pro ductcontrol/noa/17063010.pdf Superseded By File Status File Approved File Classification High velocity hurricane zone Category Windows Subcategory Double Hung-Single Hung Material Vinyl-PVC Applicant PGT Industries. Inc. pc-result detail app.asp?app alias=1015441 Expiration—Date September/17/2020 Impact Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 70 Maximum_Design_Pressure_Negative 110 Description Series"DH-5560" PVC Double Hung Window-L.M.I. Green Sustainable Attributes NONE For a detailed description on the File Status, click the NOA File Status Kev_(/buildina/pc-result key app.aspj Page Last Edited:Wed Jan 25,20.17 10:40:27 AM MIAMI.DADE ISMS http://www.miamidade.gov/building/pc-result_app.asp?fldNOA=1...t=0&materiallist=0&impactlist=0&fldMDPP=0.00&fldMDPN=0.00 1/30/19, 8:51 PM Page 1 of 1 M IAM I.DADE WIIAMI-DADE COUNTY 9 _ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 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.aov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted.manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. , � DESCRIPTION:Series:"DH 5560"PVC Double Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-DH5560-01 titled"Double Hung Window Installation- LM",sheets 1 through 14 of 14,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#16-0714.09 and consists of this page t and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0630.10 Muua«aDs eout�7 Y t Expiration Date: September 17,2020 Approval Date: November 02,2017 f Page 1 �� . t 4 � .. a � •.t t '. ` � _ .. _� a .. ` i , t ` i �� � '•� PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 15-0812.04) 2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, 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,Duraseale spacer system, Super Spacer®NXTrm spacer system and XL EdgeT'4 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. 16-0714.09) 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 series 5460 and series 5560 PVC double hung windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0812.04) 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 5560 PVC double hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8007, dated 04/28/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NDA No. 15-0812.04) Mansel P r P.E. Product Contro E miner NOA No.17-0630.10 Expiration Date: September 17,2020 Approval Date: November 02,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5111 Edition(2014) and FBC 61h Edition (2017), dated 07/30/15 and updated on 08/29/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0812.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (cowwuED) 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 51 Edition(2014) and FBC 61h 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. Manuel P.E. Product Contr Exat30.1 finer NOA No.17- 0 Expiration Date: September 17,2020 Approval Date: November 02,20X7 E-2 Y t J � .. : { 1 ii J;.� ` . � � e M1 .�. 4' , k � � _�.'.. � PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(cowwuw) 3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14,signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. I5-0812.04) 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. 16-0714.09) G. OTHERS 1. Notice of Acceptance No. 16-0714.09,issued to PGT Industries,Inc. for their Series "DH-5560"PVC Double Hung Window-L.M.I."approved on 08/25/16 and expiring on 09/17/20. Manuel Per Product Control gamin r NOA No. 1 .10 Expiration Date: September 17,20-70 Approval Date: November 02,2017 E-3 TABLE A.,MAXIMUM O.O.SPACING DESIGN PRESSURE RATING INWACT RATNO I GfB IVIRIS I AbM0 M a,SEE WMAX.GZ. 5-B 15.112 LEVEL,SEE SHEEf567 IMPACT RE615TANT - Sr MAX BUCK WADMTH SHEETS I"se, A.SFEj— Top 5 30'MAX 0 C. tr MAX. SH.SFE VISIBLE 54'WXBUCKYADTH 0.see k SEEI, CHIT WIDTH 8&33fr SHEET4 SNE 12'MA)L MAX W MAX 0,0. HSC,3 EQUALLY TOP sueX Sm-Lm-4- + SPACED SASH HEIGHT Asm SEE TAIREA IPA2 KRTAIR-93 LIGHT 11 HEIGHT ALLY RA 111"Le Eni DUALLY SEETABLEA AAIAa�HM �11 j ///1 SEE TARIFA 1 TASLE844 SPAC; X' Han x i 84 BE&I or MAX MAX BUCK I HEI( io*MAIL H 6Z BUCK SHOWN X (MAX) 10' MAX O.C. X 'C' HEIO ASEH lJ SASH II3.eorM-x=. EQUALLY mrtAAXQC. L EQUALLY� EQUALLY SPACED SPACED VISIBLE BRACED AMCHDRSPEF, MMIONS LIGHT ANC .HQRS MLES8,11 PER TABLES HEIGHT TABLESPNI I SMEET's IJA B&O &12 MAX AT NLINOAIHCNORSAT 811 ( SEE ii—M SEESURIEEP� 1-114'NO AN SMESUINESE, a ATSILL It-NOTCHOSTAU, BOTTOM SASHAbIBLE -NOTCHMAILS. SKIRiT3 LIGHT WIDTH SHEETS IN, SHEET 4 ELEVATION--TION FORTVP.EQUAL LEG ELEVATION FORR TYP FI GE E "I�AT:I'" "" ' "IE ELEVATION III I FIN OR 1—"AoN%L�I F R AM E SHOWN EQUAL- TtUSHOiW�0FIELP.O�,WMRATION SHOWN WITH STANDAFDCOlAGEC ON 0ITRffU�L'Tr&"GU'TiON QUSrGALTSe GURATroNUPTtS ANCHORED E-4IuNGENERAL tOTgS:§ERIZ55LLekCTREqISTANTDOUBLEHUNGWINDOW EI ;: !QRD.I 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO OOMPLYWITH THE REQUIREMENTS OF THE FLOFWABUILEQYGOOD$NCLUDWrTHEHtGHVEAOCtTyHU 2)SHUTTERS ME NOT REQUIRED WHEN USED IN WAND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVHZ THE 0 V REIN 76ENERAL NOTES...__................ 3)FORMAZONRYAPPLICATtONSI MAN-VADECOUNTY.USE ONLy&#"t.DADEOO Nry APPROVED NEASONRYANCHORE.MATERIALS USED PC �EALrr"�,�P)ML:,%TEMPERED' N U V OUTHERNPRIF ASTUCa"CONCRETE MASONRY UNIT$AND CONCRETE WITH MEN KSI PERAMMOR TYPE FOR ANCHOR AW 110. WERE FPME.CLASS&ANCHOW6;;&4i7=----'2 41ALLWOOO BUCKSLESSTHAN I-lIr THICKARE TO BE CONSIDERED JX INSTALLATIONS.IXWOOD SUCKS ARE OPTIONAL IF UNIT J$INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS LATION,FLAMM&EQUAL LrMOX.—3 S MHEN USED)8 SECURED TO PROPERLY TRANSFER LOADS 70 THE STRU INSTAL MP�D A,%U ARE I-I*'THICK OR C�CATEM IX AND 2X SUICX _ HALL BE DESIGNED AND INSTALLATION,INTEGRAL FIN A J-CHANNEL-4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD,(AOR), CTURE.WD000UCKOSSfGN 5 6)ANCHOR EMBEDMENTTO BASEMATERLAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REWRED&VN.EMEEDAENT.ENST.MENQRS DESIGN PRESr$JRE&.—...-,,-- —. ---. - 6.7 SHOULD Be SEALED.OVERALL SEAUNGnASHNO STRATEGY FORWATER RESISTANCE OF INSTALLATION SHALLBE DOM M BY OTHERS AND IS BEYOND THE SCOPE OF THEINSTRUCTIONS. all6)IWMAX.SHIMS ARE REQUIRED AT MR ANCHOR LOCATION WHERE THE PRODUCT 18 NOT FLUSH TO THE SUBSTRATE.USE SHNSCAPABLE OF TRANSFERRING APPUEDIOADS. EON XTRUS12 7)V2S:rNPRESSURE& ASSEMBLY&PARTS LfST- 13-14 A.NEGATIVE DESIGN LOADS BASEDON STROCTURAL&CYCLE TESTING AND GLASS PER ASTM E13W, QODE3fSTANDARDS USED: BL PCSETIVE DESIGN LOADS BASEELON WATER TEST PRESSURE.STRUCTURAL a CYCLEIMnNGAND GLASSPERASIM E1300. C.DESIGN LOAD$ARE BASED ON ALLOWABLE STRESS DESIGN,ASO� BUDDING CODE(FING),BEN EDITION 14 FLO SITHE :20 TF FLORIDARIDA EN ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING To THE REQUIRED oEErA PRESSURE. 201 LONJDA BUILDING CODE(FBC),STH EDITION BE U ED IN DESIGN OFTHISPRODUCT.THE 1.8 LOAD D THS 33.1rd%slmgS$INCREASE HAS NO • ASTM Fi3oo.09 OTHER DISSULAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA ELLOINGOODE FOR CORROSION RESISTANCE. I 93 METAL SUBSTRATE TO DEET AM STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLOREASUILD cnok -A]SI S100,12 10)REF M CODE AND TO HE REVIEWED By THE AUTHORITY HAVING JLaSD ALUMINUM DESIGN MANUAJ�A04V,2MG SRI, ERENCE&TEST REPORTS FTL-8006&SM7.ELCO ULTRACON NOA;ELCO CRIETEFLEX NON ELCO AGGRE-GATOR NOA:ENERGI WiNDOWAND DOOR PROFILES,LTD WHITE& WFAIGHTER SHADES OF CAP COATED PVC,EXTRUSION NQA'S.NATIONAL DESIGN SPECIFICATION PORWOOD CONSTRUC71M ANSVAF&PA NDS&ALUMENUM DESIGN MANUAL II)APPUCMEEGRESSf,SQWRE?AENMTOBEREVIEVVEDBYBWW,NGOFf$ AL. 1111 USER INSTRUCTIONS: NN,1141,11 UPDATED TO FBC 2017,-JR- DY 1)DETERMINE THE SITE SPECIFIC,WINDOW REQUIREMENTFROMASCE7. 06/06117 OPENINGS 2)DETERMINE THE MOSTSUTFABLE ANCHOR GROUP ACCIO[WINGTOTHE 1�WAUATIONCONDMONS. S)KNOWINOYOUR GLAZNQ OPT*'HITABLE I)LIVINDOWCONFIGURATIONAND SIZE DETERVINE YOURVANDOWS DESIGN Z* 5 PRESSURE FROM TABLES 44.IT MUST EQUAL OR EXCEEDINE DESIGN PRESSURE;REQUIRENZWFOR THE WINDOW F�IT OPENING OSTANED IN STEP I, z 4)DETERMINE THE ANCHOR QUANTITY FRONITABLES 8-IL VERIFY THE ANCHORMCBSTRATE WILLWETREQUIREME141S FOR 7� 10"ITECH14OLOGY'DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI YOUR OPENINGS CONDITION FROM TABLES 2 OR 3.AND THAT ALL MR REQUIREMENTS FROM THIS SHEET-SErARE MET. ILVER)CF.F1.34276 lb. 6)INSTALL AS PER MEET 3 FOR THRU-FAAME INSTALLATION OR SKEET 4 FOR INTEGRAL FIN INSTALLATION. (941)480-160) DOUBLE HUNG WINDOW INSTALLATION-LM 1'06115/15 A=!iM ii TalGN PRESSURE RATING DETERMINATION 15 THE SAME PROCESS FOR ALLFRAME TYPES(J-CHANNEL,FLANGE, FlH OR lEOUALUEMBOX, C5iFOFAUllH lill 1:111 DW5560 NTS I OF 14 'MD-D"H5560-01 I's i TABLE I:ALLOWABLE GLASS TYPES Flame Glass m Frae Wan Description(Llstedtran 6mnorlo insider) Basin.Prhoste a options 0-flus, Wdall/Bon OpOonsfat mayM aced >YP. Tad¢/ 6hwt/ a P° o A)', 5 7/8•Laminated LG.:it6•A Exl¢riorCap+7/18 AU Space+511Gem lllmted;R)Mas of VV A Glass WM.090'PVB 4ted¢Yar 4,S 6 (�Pill (�O Table 1) (� Fit; B 718'Lamineled I.G.:118'TExteder Cap+7116'Air Space+6110'Laminated;(2)Was of 118•A Ciaee with.090'PVB Idedrynr 4,5 6 ....Mto 2X Wood FmmrBucketrip•sheet 3,optlm 1 7 716'Lamimated 1.0,Vl(r A ExWor Cap+318'AirSpom+&/5 LeMmted;(2)Liras of 1/8'A Gran with.097 PV13 Mtedayer 4,5 6 Flenga Eq'ai�" lmwgh the Came....Orta CorcrtrCMU•sheet A on 2 am6.18 oneuPlOdew oftleywruloar...-. ...OIrW9h 1X8eclotti 8 Ile'lina[M1.0.:3116'TExIaM3'g rC�+ 'AlrSpaca+611C Lemklated:I2)Utee of lf8'A GUa¢Wth.OBO'PVD hdadaYer AS 6 Imo) PIrdo CorrtrttlCYdU-shard 3,ep0on3 B 7/B'LnMnaled I.G.:110•A Briamr Cap+7118•AO Spam+&19'LaminAW;(2)Like d 118'H Glace w11h.090'SO WadaYar 6 7 .-hod Male/-Mee.3.op:lM 4 ' 10 'fir L4mimtedl.0.:1/s•TEatartar Cap+7/18•Air Sti+&1C Laminsted;(2)Liere of 1/0'H GWa wUh.09°-SO Inudor 6 7 ....Otto 2X Wood FranrBmksblp-shag i option 11 7!e'laminated LO�3116'A Exledw Cap*31B"AO6paea+&1C laMnded;R)Urea a117B'H Glace w0h.090'SO hdedeYer 6 7 4;L0/ Equal48o, TMalgn the fame....Into CorcmlrCMU-61xKt 3,opUm 2 12 7f8•Laminetad l.0_3H6'TExterior Cap+3WMrSpam+&16•Lefulmleld:(2)Nes aIle'H Glass Win X90'SG Ottodayer 6 7 (44) 6-16 O1,Condew atewMdw......... hiXBucked He CmcretWOMU-shm 3,station fl Cotege 13 /8'Lanunated 1.0:118'A Eabhior Cap+5118•Air Space+7H6•lalnirrled;R)Ules o13/16'A Qsas will.0901 SO ldohbyer 7 7 ) ....frto Mtlal•sheet 3.dWdrr4 14 7ArILUnineted I.G-'1/B TExtadorCop+&16•Alf SPOM+7/15 Land 8&(2)Ldoeof3/18•AGlse3wkh.LGO'90In[edeyer 7 7 Tlroug)1 Ole ....Otto 2X Wood FmmrBaksihp-sheet 4.option 15 7B•LemMrad LG.:3116'A Ed tar Cap+114'A'vSpam+7110 lamNred;R)Ul®of3t18'A f2aae yNN.030'SO hrtedaYer 7 7 .Wlmnel E�tue' eBm ^••- ....Into MOW/-sheat 4,optbrtT 16 7/9'LaMMad LGv Xl8•TExte aCap+110NrSpecs+T/Is-LaMrutad;(2)Lft-af3flir A Gbaa with. S°Mledayer 7 7 (al) 5-8 °� 8 'IyyghthshM@•-.iMo2XWaed Fre d&Kketap-ahad4,OpUMS d tra WaWaer.-....._.Imo Metal-sheet 4.option 6 TABLE 2:ALLOWABLE ANCHORS THROUGHTHE FRAME 'GLASS TYPE55,7,8.11,13 1taDllghthe ..,.Imo 2X Wood FmmdBueksdp-sheat 4,optlm8 615 MAY NOT BE USED Pl Group Anchor Substrate Min.Edge Mtn. - 5-8 Erplal4nq Odegrel tn...... ,_.Mho Meir•sheet 4,opthn 7 Distance. F1nEeIfrinl' THE HVHZABOVE aa, Olrhgel FIR( ) 8Co1ilp T)gaugh the Meme.-.-MW2)(Wood Fnma'Buekahip-Med4o"an 6 p10 SMS Pine( .55) 1 1- dIhawfi0Mw -.--.Milo Metal-peel 4, WS (steel,188 S.S. Steel,A35 318' 0.050' Or 410 S.S. Slee)Stud,AB53 Or.33• 318" 0.0451'118�•) 'K-ANNEALED A AlunWlm,8063.75' 3/8' 0.050' FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRA)AE TYPES 'H!=MEAT STRENGYHENED VRERED YKUSwrB°=. P.T.Southern Pine(SG-0.55) 7116' 138' -rvT1JWWTR OSg'OL®PVe WS'steel Macon Concrete(MIM 2 Rai) 1• 1318• u ' Ungnolted CMU, TM U'9° &117 1-1/P BY KURAAAYARBOCA,INC. ICA.INC. 1h2 SMS P.T.Suffiem Pine(S &1B' 1318• 2 0 4 .sG•..Oso•sENfRVGLASJ Steel,A38' 318 0,050° INTERLAYERSYKURARAY (steel,IBB S.S. Steel Stud,A653 Of.33• 8' 0.0451•(18 Ga-) �j. CJ � � or 410 S.S.) jT FLANGE �'L 9 Aluminum,6083-TS 31°• 0.083• � _714'steel UItral P.T.Southern Pine(SG=&55) 1 1.318' EQUAL{ItE ORIEL COTTAGE 114'steel Cretetlex P.T.Sanrlen Pine(SG�.55) 1• 1318' ---- 114'steel Aggre.Gaterr P.T.Southern Pins(SG=0.55) 1' 1318• THREADS 3 114"steel Mason Concrete(Mn,2.65 tat 1• 1x14' BEYOND THE Matedal kere F, Min.Fs C Mole ted CMU,(ASTM C-0% 2-1Gr 1-114' METS 114'steel CrutB6ex Concrete(min.3. Rai) 1• 1314' SUBST11A1E Steel Saline 92 1011 5 Rai ledledO- O 1/4"steel UDnacen Concrete(Min.2.85 Keo 2-12' 1314' •UNGROUTED 410 19.0 Sonw 90 ksi S9G (Lrarele(Mn.3.35 kat 2-12 1.T>4' VAr VALUES AM.,w 90 Rai 96Rai dC/bW14Et' V4IEORAL 114'steel CreteOU MAYBE USED Fko Agglo-Oaro16 57k.1 96 Rai FlH D Ungraded CMU,(ASW C90) 2-1? 1-1 FOR GROUTED Elea tetracmv 155 Rd 177 ken e 114'sled AggreGata Corerete holo.3.275 ksi' 1-1r1' 1 CMU 41055 Elm CreteFlaa* WA Rai 169.7 Rd Greeted CA41,(ASTM G80) 7 7 APPLICATIONS. 606375 AMM" ISUI 22 Rai 1 A38 St.) 35 Rai 56 Rai TABLE 3: OWsLE ANCHORS THRou;H THE INTEGRAL G,33 Steel Skid f 33Mi 45 Rai PRODUC'(R5V{5ED' conylyvz5wMl6e Flwide Group AnelwT Substrata Min.EdgeNin. RMdL+,l Code Distance Embedm0nl• 1111111, Artt}nAcl hb J•O ,I/y Y LY1V1p '4� RW+aran •-'m Da LNV:fV E 2-117x.t37'fAXnmm Nal P-T.Sadhertt Pus(SC-.55) Sr8' 2-771G .`y�N,-......• 2.12'FUng-ettartic 12ooarrB tla0 P.T.Soultem Pine(S(i=.65) 3/6' 2-7ne' '��'uDE"8s'••. - Off. ANCHORS RE-GROUPED. M: - P.T.soutnem Pine(SG=.55) ire ta/6- '• -JR-06/06/17 ME- p. orn R10TnnehaWSMS Aluminum,606175 318' 0.050• _* No.58M5 (steel,183 S.S. Steri Sud,Gr.33• 318' 0.0451'08 Ga.) .D: - PemlpOam orvan 410 S.S.) F or smtl.A36' 3r0' D.oSo' %7.1 ( :•fr iumnemwancrDI GLASS/ANCHORS/FRAME OPTIONS J ROSOWSfCI P,T.Balham P(re(SG=.56) 8115 1.3f8' -kON.OF3 iQq:. 1E 4ii N.YBOCE,FLSs276 TW: Bea. 012SMS tMREAOSBEYOND F•'.F2IXdDP'.-'\2.` (W1}48F160D aMnnT5' ys °0� THENEfAL SS NG�`� DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,168 s.s. sled Stw,GL aT 318' o.asB BuesrRATE. °IDs a a 410 S.SJ Steel,A36' 318' 0.050- r11111 kitty Mare-leffiam srhe/IbaYo Grob: Sane Praakls Na. Rad. A.LnwuM PE. DH 60 NTS 2 OF 14 MD DH5580-01 B PE..tl 9ar05 CERT.OF AUM./1BQ06 I ' I I INSTALLATION DETAILS FOR FLANGE 81 EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND tX DIRECTLY NTO CONCRETEICW BUCKSTRIP INTO CONCREIEICMU. OPTION 1 EDGEDISTANCE SEENOTE2,TMSSHEEr. EMBEDMENT ANCHOREDTHR000H _ FRAME NT02%1590D T EMBEDMENT },—.1ld•MAKSNIM FRAME OR BUG(STRIP. 18 114-MA%SMIM—.-I r-- SEE NOTE 2.THIS SHEET. EMBEDMENT T 18 LIGHT WIUTH 17 I EDGE FLANGE FRAME _ + i EDGE DIBTANCE SHOWN JJ-11 DISTANCE BILL/NCE 46 TYPE BOTTOM I I . �114'MP% - VARIES SASH TYP.ANCHOR SHIM TVP.ANCHORTYPE, 42 WITH SASH TYPE 2 TVP.ANCHORTYPE, EMBEDMEHTANO WEIGDOEoHi 54 EM EDUENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER X31 I DI u DIBTANC¢PER SUDSTRATe, SUB5fNAtE. / EDGE SUBSTRATE, SEE TABLE 2,SHEET2 SEE TABLE 2,3HEET2. I �! I _- /// - - DISTANCE SEE TABLE 2, 1B I c�/{ V^EAGLE I I \�TOP .....: SHEIET2. p ; II, 1FLANGE ����LLL��� LIGHTWDTM/�_ � D� FRAME ��EL 18 OPT.SASH TOP NOTES, SHOWN —BUCK WIDTH FRAMEH SHOWN V i IuFTRAa 1)USEONLY HORIZONTAL SECTION A-A LIGHT J SUBSTRATE-APPROPRIATE ANCHORS LISTED ONTABLE 2, HEIGHT �� 46 HE.2.FOLLOW EMBEOMSNrAND DADE APPROVED MULLION.FBC COMPLINTALUMINUM/51EEL FRANNGORSTEXL STUD. EOC !� 4B �27 LIMITELANY IFOR ALL ,1 NSTALLATIOISTN OPTION SHOWN MAY MAYBEYE�CAL OR HORIZONTAL.SEES SUBSTRATE PROPERDES,TABLE 2,SHEET 2. J' ANCHOR4 BEUSEDONANYSIDEOFTHE \\\ 3.55'FROM W'IN'DOW. t!d•MAX,I 15 II I 45 46 47� CENTER.AT 21 MASONRY ANCHORS MAY BE SHIM 01008 MSELF•OR2STEEL SHIM MAX SUCK 95 Pp(L USED INTO WOOD ASPER TABLE2, IL SEE SHIM SHEET 2.ALL WOOD BUCKS LESS SMS BLE2. BEE HEIGHT In) I .1B ODER 3B' THAN t-10 THICK ARE TO BE SHEET2 UU WIDE!ADD CONSIDERED iX INSTALLATIONS.IX E%[ER�OR, 30 T� AnDROHAL WpOD BUCKS ARE OP110WLLIF SOREM UNIT IS INSTALLED DIRECTLY TO Y" 418-3S' SUBSTRATE.WOODBUCKS VISIBLE ! \ FROM p,m, DEPICTED AS Z%ARE 1.12'THICK _ 88 LIGHT 1 r OR GREATER I%AN02X BUCK4 HEIGHT I (WHEN USED)SHALL BE DESIGNED ISIS 16 TO PROPERLY TRANSFER LOADS TO RANG EQUAL \ TESTED INR THE STRUCTURE.YAOp BULK FRAME LEGIBOX ffff II LOCATION Bd18' DESIONANDHLSTALLATIONNSTHE'- SHOWN FRAME R)1-IF �{ FROM SASH END. REBPONSIBBITYOF THE ENGINEER SHOWN l _j UREMOR J OR ARCHITECT OF RECORD. t� NOTCHES A7) EXTERIOR 31 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION�u t7 INSTALLATION�o EACHEND.I (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION4 :'a,)DUCr REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH • ,+pyin3�u4,4a FLlida BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Mk4fiay�a d, EpuA4lEG410% N4'YNcSHIM - 4't:��cEii N-'��('�y RNO CHANGES THIS SHEET. D,pT�� FRAME SHOWN �— _--J`� VISIBLE LIGHT FORMULAS ' •.gip �� *.: No.56705 2T X 12S .//; 90 IDTH-81)r Wy Re� REQUIREDw ®FIXMLrM'UCKBUCCKWIDTH--7-17 �?'� J 'C� ImBTEp(NOIDOYDRNE FLANGE&EQUAL-LEGBOXFRAMESWEEPHROSOWSKI 237'FROMO '' EW-lEG :O�•.,' (OFLANGE OR �: KVENCE,FL34275 EA REND. ,••I FRAME 5015 HE7GHT IEOUAILTE) ' F'••,FdOPoDP ���• (D61)48Ufwo TRlae mee BUCKHEIGHT/2-4-318' ''.,SS G��� DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 - " ��..:� �ONAt oavramrtoTmT VERTICAL SECTION B-B 1I1111I1`t ia%Es,^mB '�Yoda "' Srae 0°'"0^O — ALYNNNtlLLER,PE DH-5560 NTS 3OF14 MD-DH5560-01 B P. SEMS DER:.OF/UJII A2928e I I INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME ANCHORED THROUGH INTEGRAL FM INSTALLATION OPTIONS EMBEDMENT INTO 2XY.00D FRAME OR INTO 2X WOOD FRAME OR. h-EDGE DISTANCE INSTALLACHORED TION OTIONINTEGRAL I--EMBEDMENT BUCKSTRIP.SEE NOTE 2.THIS SUCKSTRIP,SEE NOTE 2,THIS BNEET. FMINT02XWOODFRAMEOR _ BNEET. I BUCK-STRIP.SEE NOTE 2IHIS EDGE DISTANCE 114'tdA)(910M 78 1/4'MAICSHIM SHEET ^�v-' 1- 'T .ANCHDRTYPE, MSIBLE 17 J4THAMdF1n W�� EMBEDMENT AND EDGE �- 18 �/ LIGHT WIDTH I FRAME ' DISTAPER SUBSTRATE. NCE ABLE .SHEET2 /BALANCE SHOWN j' -�µI TYPE BOTTOM r I EMBEDMENT T T v VARIES SASH 114'MAXSHMI EDGE / I 42 WITH SASH 1 I I TYP.ANCHORTYPE. DISTANCE C^� WEIGNT 90 EMBEDMENT AND EDGE 3/ IITTT7 {{{ DISTANCE PER SUBSTRATE, L L, C> TOPSEETABLES,SNEE72 SASH C—_- TYP.ANCHORTYPE,( SHEMBEDMFNTANDEO C=10 MEGPAL — I — VISIBLEFN DISTANCE PER SUBSTRATE.BL I J.CHANNEL BLIGHT YAW oD1 FRAME SEE TAE 3.SHEET2. FRAME SHOWN (NALSHOWM 72 j 19 NOTES. SHOWN 87 EXTERIOR VISIBLE OFT.SASHTOP BucKwI H---i V �. JUFTRAL Y)USEONU• HORIZONTAL SECTION CSC LIGH( SUBSR7ATE-IIPPROPRW7E HEIGHT ANC HORS MSTED ON TABLFS253 11 I i 4B OFSHEET2.FOLLOWEMSEDMENT 1/4'MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL ST= 21 FOR ALL AND EDGE DISTANCE LDdOS.ANY SHIM MAY BE VERTM_AI.OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES2&3,SHEET2 WINDOW5:I INSTALLATION OPTION SHOWN MAY EDGE T----. :I 2 ANCHOR@ BE USED ONANYSIDEOF THE DISTANCE iS' :1 3.W FROM WINDOW. - 1 I END AND AT I /81001 H2611]3 _IA"MAX j 45 46 47 CENTER 2)MASONRY ANCHORS MAY BE I SELF-ORRLING SHIM BUCKFOR USED INTO WOOD AS PER TABLE 2 SMS(GSR.SEE HEIGHT I �'( O WINDOWS SHEET2.ALL WOOD BUCKS LESS _ TABLES 283, . 50 1B OVER 38' THAM-1/7THIIX ARETOBE SHEET2. WIDE:ADD CONSIDERED IX INSTALLATIONS. EXLFAIga SO MDITIONAL 1X WOOD BUCKS ARE OPTIONAL IF SCREWS UNIT IS INSTALLED DIRECTLY TO T I I rrFROMEND. SUBSTRATE WOOD BUCKS VI i DEPICTED AS 2X ARE 1-I)r THICK FROM E BB LIGHT OR GREATER.iXAND 2X BUCKS HEIGHT (WHENUSm)SMALL BE DESIGNED FlN ANDIOR (2)1' 1 I 18 TO PROPERLYTRANSFHLLOADS - FLANGE REMOVED A .�_ TESTED UfBT TO THE STRUCNRE WOOD BULL OLFELD INT I Q LOCATION:66V DESIGN AND INSTALLATION IS THE rA NOTCHEWEE S ATL 83 FROM SASH END. RESPONSIBILITY OF THE ENGINEER INTEGRALFlN _ EACH ETJD.I 31 ORMCHfTECT OF RECORD. FRAME SHDWN 3)VISIBLE UGHT WIDTH OR HE— INSTALLATIONEXTERIOR INE IALLATION�� .2r X i.u•I,.� T II 30 (A.SOREFERREDTO/SDAYUGHT OPTION7 OPTIONS aaOnucT REVERED WEEPHOLE 38 D OPENING)IS MEASURED FROM �� ANCHORED THROUGH FRAME INTO •: .Tyms wffi'AwFk Wa WACOVER4 N TYP.ANCHOR TYPE EMBEDMENT AND ANCHORED THROUGH JuilffmyUds 2Sr FROM EDGE DISTANCE PER SUBSTRATE.SEE BEADING TO BEADIN0. INTEGRAL FININTOM TIAL METAL(INTEGRAL FlN/FLANGE REMOVED) n PucwNMl• D Tp EACH END. TABLE 3.SHEET 2.(SCREW SHOWN) L fit".. t'�TLtlionONc A4(�Yf� IM'MAX ;>`ONY LYNN '•, INTEGRAL FM SHIM .�`T,: '� ••-:y/�''.,- Pff. NO CHANGES THIS SHEET. Mn,�l 1 FRAME SHOriT1 r o VISIBLE LIGHT FORMULAS *; Na 58705 NOANCHDRSREDUBLEDIN WIDTH *= FRAME SILL IFANCIOFING -'-- ®SAS14•SUCKYYIDTH-e=Ur THROUGH THE FRANE —`C-2 O FIXED LITE.SUCKWIDTH-7.12-ire, A �' ��;•�` N TECLDLOLGGYDaIve J-CHANNEL FIN FRAMES JROSOWSKI INSTALLATION OPTION 5 _ EDGEDISTANCE HEIGHT(EOUALLffEI T ATE �' P,b: Ilam: ANCHORED THROUGH (9N}NSO•LB00 INTENC OREDT ROUGH O---T EMBEDMENT — B HE' 2¢ - ''FM4 •-""'- G`` ®I,�„o,a„ DOUBLE HUNG WINDOW INSTALLATION-LM 05H5H5 OVALE sa4o/INaa.E s s: s« an.ew Mm. A.. FRA(HEORBUCK-STRIP.SEE VERTICAL SECTION D-D ''�Sivru6S6d P. DH-5560 NTS 4 OF 14 MD-DH5560-01 B NOTE 2,THIS SHEET. PfaN8T04 CFRi:OFAUTH.f292GB i 71CNOM. 7/8'NOM 718"NOM. 718°NOSL 7B'NDN. --1 r--- � r-- --� r- --j r- --1 x- 5/16"AIA PVB 5/16"A/A PVB 511 E AIA PVB- 5116'AIA PVB 6116HIH SG 7116'AIR SPACE 7/16'AIR SPACE \ 318'AIR SPACE 318'AIR SPACE a 7/16"AIR SPACE GIi r m a I EGLASS \ 3I1 EG EPo>� ` 3HB�TEIRERIOR 1/8'<b Pm RIOR i �r 'rare—-• re->s y rare—i• 4-' 5 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 778•NOM. I� —►j 7IB•NOM. -.-^{ 718'NOM. —►I 7/8•Nam Imo._ _.+{ 7167,NOnt r-- 5116'HIHSG I 5116"H/HSG 511E HM SG f 7/16"A/ASG Mir AW SG--I 7/1EAIRSPACE \ 318'AIR SPACE 3/8'AIRSPACE-- 5/1EAIRSPACE 511EAIRSPACE 118'T GLASS--\ 3116'A GLASSY 3116"T GLASS-\ U8"A GLASS—� \ 118'T GLASS 4)EXIERIOa 11Lb 0ExTEPoOR C] 1REfylOR a%rTE—R•WR a {�Fx1EalOR 1g ra]9 raTO 11&r9 r9 -- GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —� 718'NOM. 7B'NOM. 7/IEA/ASG WIT A/ASG-- IITNOM.GLASSG1assTYPES9THaoucN IWAIR SPACE 114"AIRSPACE 78.78 I BTrETYP. '16MAYNOTBEUSM 3118'AGLASS 3116"TGLASS WFTHJ42MMELOR 72 { INTEGRAL FIN FRAMES E%1ERIOR �JEXTERIOR GLASS TYPES 5.7,8,11,13 ra70 laA 815 MAY NOT BE USED P7 EXTERIOR 31 76 THEWWASOVEXT. MODUCTREVLSED 1 GLASS TYPE 15 GLASS TYPE 16 r+ieµ116'803 -\ wvnUrcFbAm o�;eayc�a� ArcpeOm No /I' NO CHANGES THIS SHEET. x J`'�` •uCENSLe'••�(� n5:.r, fie6sf *; No.58705 • ,•• .• GLAZING NOTES: * •:*_ ��y,=; pRm�- TYP.GLAZING DETAIL "'=AANEALHr 'W HEAT STRENGTHENED = 1o7BTECHKaocroanE GLAZING DETAILS J ROSOWSKI '° �_ =TEMPERED '.A7', 51 TEO ' •� N.VHIICE FL2/278 T Ti Be: tm� R1B'=.090'TRMIFOLr&PVBBYKURARAYAMERICA,INC, -n �: (B611d80.1600 'SG'=,090•SSMYGLASO RITERLAYER BY KURARAY AMERICA SNC. ':�s'•��?IOP./G,\?: o DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 n�/rwad: seae: swe Srl"JN���L��,,`` � Pcrw�nacawa sa=.I�gran: f-0RLAMINATED(LLA7ING COMPONENTS.SEETABLE 7,SHEEP 2. A.LNlN ..X NPE "" " '°'® DH-5560 NTS 5OF 14 MD-DH55B0-01raa B PEASB705 CERT:OF AUM#=N i SILICONE TABLE 4: TABLE S a,®TyP— Dealp Pmaaure,lbee aoryP.e Deafen Pnnmm,lAsfft STRUCTURAL 0.0.Taa - ♦,Sias POLYISOBUTYLENE -1WNOM. �50.OIS0.0 ♦65.01-70.0 WITH DFSICCANT iblMaeam.m R,Inbammaol ExtcAss 're KODISPACE tw:a1 Tv.L.vd.xaeunumpTmea Iave1:R2 FaMwm.B.,anmwFanwB 4SG TPS SEE TABLE a.SHEET 8 FOR SEE TABLES.SHEETS FOR ANCHOR GROUP AND WANTITY. ANCHOR GROUP AND QUANTITY. 9)"",GLASS HOT-MELT BUTYL HEADER HEADER STRUCTURAL. I SILICONE 301V NOK 23 C. WITH DESICCANT TOP I TOP SUPER GLass SPACERS'NXT"' HE GHHT �s QQ MEETING RML MEETING RAIL 24 l 25 1)USE THESE TABLESFORALL INSTTHEWINFRAME INTEGRAL FIN.INT.GLASS THE FRAME OR INTECR/tL FILL 1 1)FRAME DIMENSIONS ARE BUCK ALUMINUM JAMS JAMB 23 Q SASH HEIGHT IS AS PER THE /-REINFORCEMENT 24 26 FIGURE. Emiffm BOTTOM f2mum BOTTOM 3}FOR SIZES NOTSHOWN,ROUND 6119 NON. 0 23 4SASH HEIGHT 231�3 HEIGHT LR TO THE NEM AVAILABLE BUTYLS. - 23 23 WIOWNONTHETPDLMENLE. SIGN DES CCANT EM.GLASS L1 7e DURASEAL® - - - O SPACER SILL SILL aJr.class _ POLYISO- DESICCANT FILL AREA BUTYLFNE 5119 NOM. SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH SEAL SNCONE SEAL LEVEL R_1 REINFORCEMENT8 GLASS TYPES 5A LEVEL R2 REINFORCEMENT&GLASS TYPES 5.8 ROLL-FORMED (REINFORCEMENTS SHOWN IN FIGURES (REINFORCEMENTS SHOWN W FIGURES STAVA ESS ST / TM ABOVE APPLYTO ALL FRAMETYPES& ABOVE APPLY TO ALL FRAMETYPES 8^XL EDGE CONFIGURATIONS) CONFIGURATIONS) FRS U�EIF�� EM.GLASS I `J SPACER '44. nwl_w. rb D Ea�b i)o 4 ' NOCHANGESTHIS SHEET. INT.GLASS UCENap'•-C��% No.55705 .'.� Pert# Description Material �'k RX 76 Kommer ing 4SG TPS Spacer System , C 1OT07EVNDLOGYDPJVE SP ERS 8 DESIGN PRESSURE TABLES J ROSOWSKI 77 Quanex Super SpecernXTwith Hot Melt El! See this �0�.. '�:��` N.VFNICE,FLUM Tmn Omz 76 Quanex Dulaseal Mat Spacer eriro< CL`s'•2oRIDP•. '�2��` }♦sale o DOUBLE HUNG WINDOW INSTALLATION-Lm 05/15/15 al k- 7g CafdmEdge Spacer Materials �'r s/ONAL ENG`` ,®' safu/M,a sic s�e.c w�+ew Ne. Rm. EFER N ST REPO L•a71.B m aiSt4L Nml+r3}P•e DH-5560 NTS 6 O 14 MD-DH5560-01 B P.Effiw s CETR.OFAUTM IN2ae i t TABLE S: TABLE 7: R0.�pt40%s+bDr swam Fbr BlamIITFM•�tllll/ 4.KY a�,b�bdm nrlm rnronlwtvn.sum�tR� n tR O+mvr/ ewefeerl KeYmw•w lWptaweaw aenerve I L4sp.n awa 00 npeau� �•H°1 u 14- RgL— ASS z4 RmNumJD eanBaneaeAeeutcmbblb�Cw4noNOama+bGfp.ee[.enwPAes0AePaCaweW01a,Pa,0aiu!awlMgenvpbmme,%•wp%am➢WWtl.nmNmNow4emJmnn.nen,wee%m1WnPG4cwnaiMtsmae1�A<e0Weelcummmbe4e01nnp.lbDOtO0tOme/4•.m 44•yarr•N.A}vye.%•.w.e. 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'•,' 1.785 f+ 1.100'r•- r_ _* No.SSW5 ; -� - 7.71v _ - 660 -v u /-y- KVVU ,NL34M E •WINDOWEXTRUSIONS J ROSOWSKI pOTE v N YFMCF FLJ4275 T !Mc r06Q '�F`'•.?oRID?.:'X24 ro41�61°00 DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/1b (,IIGHT SASH 24 STANDARD SASH 8 HO SASH /ONAL FORCEMENT RERffDRCEMENT REINFORCEMENT .mss fYownp N°' Ter LJ REIN7A!L71WfA�L ,PF_. �T� LL DH-5560 NTS 12 OF 14 MD-DH5560-01 B i i { I TAME 12 BlH ott4aMriat �—( -Y�� # PAR# • Description Mate" 10 li I i rmne -JUMP PVC 2 620114 Frenwe Head-Ftange PVC 3 620115 Frame Head-Fin PVC I 1070TEC41NOL00YOWVE 4 620118 F1Sme Head-Eµ01 Lewsox PVC 0 ! \ N.VENICE FL SAVE 5 =lob Frame 801-J221annel PVC I 6 62-06 Frame SOi-Ftazgs PVC 1 1 (a41,�ae0.lsoo T 620107 Frame S@.Fin PVC rcre+uames i. 8 820108 .FrameSSl-Egla(L.WS. PVC aumartSnESe1 0 9 62D109 Frame Jath-JChermel PVC t CERT.OF aUTN.#ffi298 40 620110 Frame Jacob-Flange PVC 11 620111 Frame Jamb-Fin PVC 12 820172 Frame Jahr-EMW mPVC i 14 62M71 Top Szsh PON(DW.1 PVC e6 i 1 620140 KeePerRM PVC J "T44ry�4"1'1'{'1 t I' M.r( DFkutEwmi i6 620128 Sash Fag sas,Top&801cm) PVC !{ i 1NIERIOR ANDEXTERIOR 17 020134 Balarke Cover, PVC •.` i \,FRAMEiNEtu4 18 620133 Sash Sto(YScrewcaer PVC 40 OR 4E as is \, i 77 19 82M56 Lift Rail trdollodc BOW 75A1 20 620144 tJtl W Intedock Cm PVC B7 Pr, � 39 WA FOR•6DF�50 DP DNRS 21 &20157 Beefed k6dmk 800675 AI \. 22 620145 Beveled aRerkok Cover PVC 23 620150 f.igtdSash Reintol wont 60B37HAl i 44 24 620151 5lNxLad Sash Rtln[xaemerd 6083TSAJ 1 25 620152 HD Sesh R�rczment - 6063 W A( A2 49 30 61644 WGSftmtdp,.187'x 37(r Fin P8e 5f9RA1 BAIANCEI 31 B000 Weat(xxsMp,.IN T. Foam Hub I OR Il CONSTANTFORCE 32 -719 Weattleshlp,.187"x120'Pd Pile SALANCE 40 33 61825 W ..718'F0se6t 3 4p OR 42 43 O 35 78XIMTT(' 08 x 1'PR PH SDS(hdedock MaadlrV SaxM4 sS ^n 9 38 72UZ10 Weep We Cc r PVC :.5. i 41 1•. 39 720185 Tilt Latch CUP PVC 40 0)44l'10( Cmstam Face Batrartice 41 —18)-04 ♦>8 x 3M'Ph.FH SMS(Con.FLkce Ba{atrSotevO SS �til'll'Wfl€I'' 42 Spm 8almlce `••, 43 720205 SpiM Bot=a Shoe nylon 1 44 78XI 14FPAX#8 x 1-114-Ph.FH SMS 6' Balance S6 SGREEN NOTES: ASSEMBLY i 1)mkis AND BOME PARTsoncem9 NOT SHOWN ON DRAWMIO FOR CLMI77: DETAILS38 2}SCHANNEL FRAME SHOWN.PANTS*I.Sao,OTNERFRAME TYPESAPPLY. 3)PVC BY ENERGI WNDOW ANO DOOR PROFILES,LTD„70 BE LABELED FOR AAMAExiRUDER CODE FRAME { 4)FOR REINFORCEMENT TYPES BEE DETAILS ON SHEETS 6 A 7. ASSEMBLY5 5)ITEMS#13,26.29,3A 36.37.65-71.?3&84 ARE NOT USED AM ARE NOTPARTOF THIS APPROVAL DETAILS \ attAarEs7o y`.� Y LYP{ —P1Vor ewi#s6 �pt?•.....Nq��' \.�.. NEXTSNEE7 NO CHANGES THIS SHEET. uG�NSF,c� 4 *: No.8870.5 :•* PPamuc r Visl2.l BILLFMATERIALA BOM ROSOWSKI aem4Z14.1a° 4' `•. `,' r DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 .��S3`?oR,ot..• �2` `� s.w/ao4e• scare: sAws ha.4tp+rot R,.: DH-5560 NTS 13 OF 14 MD-DH5560-01 B A LYd44Llb1.PE v.EAs6v� i 1 TABLE 12.CONT: i OPT.PULL Bill of Material,cont, g Parte DIIAd ion Mate" 7 0187 Auto a anfemSteelJ� 46 72019889 Sweep lack Cast Zinc t6 � � l' 47 72019586 AWo L.Ocx Grn Aesemhty Cast Ino S 1D70 TECHNOLOGY DRIVE i 48 TBXIIBOPTX OB x 1.118•Ph.FH SDS(AutarSWaep lode Screw) SS N.VENICEPL lura . 49720200 AWo end Sweep Lecx Keeper Call Am1�714m-ftmo ILWNdROani 50 76XHPPTX 116[314•PH.PH SDS(Keeper 5Ctew) SS T2 X4 MITERED FRAME WITH rar.eusnasxc MR- 1 420181 L/R Betefed Till Latch Comer Key -PVC _ /�INTERIOR AND EXTERIOR 52 420182 LR Pull Rail PO Late COma Key PVC ATTACI<ES 53 ` / FRAME WELDS eenr.cu AVTH.fiBDe 63 7634PMFL 96 x 3W PIL FH SDS(Piw Bar B fill Latch Be" SS TD SAVANT ` 59 420161 Tilt Latch PVC ` 55 420184 Tilt Latch Retainer PVC 56 720207 I-Tat latch Spdng SS '+ OPT.SWEEPLOCK 5/ 420186 Plastic TIN latch Finger Poll PVC ((I to eat OPi.AUTOLOCK I 58 720192 Metal Tilt latch Fmger PUI Gas[Loo 441 47 59 420180 Phot Ba Caner Key(Top 8 Bollen Sash) PVC r,,3 so 720206 Phd Bar(Tap 8 Bottan Sash) SS 57 OR68 !.a 61 71OV7102 Top Sash TR Latch(LAH) PVC 49 St OR 52 I ' LJ 02 76X72FPTX 116 x VT Ph.FH SDS Crop Sash Tdt Eatch Serew) SS fi3 720191 Sash Pull Halle(cpL) Cast Lro 15 iy � 65 ` 45 64 78XiNFPT tt8 x 314•Ph.FHS Pu I H e Screw SS 72 720135 Lams.LG.Bead PVC i n211 si wre 74 Emlibedding,GE 7700 a Dov 791 TOP SASH 75 71118485 Setting Block(71V x 2•x 118.1.85+1-5 dm. EPDNI ASSEMBLY ! 1 60 61012 Extruded Screen Fauna Num DETAILS B7 60775 Extruded 3Crear Spoada Bar35 Num ATTACHES B2 7CKG1821 Screen Owner Key Cur Extnded Frame PVC uF wL TO BALANCE III 2t 83 72045 Extruded Seteen SP-Eads Bar Gip Alum O INTEfaOCKe BEVELED 1 85 7CASPM Tension Spin SS COVER O SOCK &i 61816048 Screen Cloth Fihergiaaa 20 87 61835161624.W Screen Spline MacldncOH Rotted) Vin 0 I O / �•� I `a ATTACHES m � 19 TO BALANCE' i e f+ oPr.PULL I, 7 OJ e�• ' WWDLE �aaa t,YLYNN 7'. NO CHANGES THIS SHEET. SDE"REQ<< to ` �P'; *:- No.58705 `XdH1GT REVISED t a,m� 6 Tt :cmNtdceviblaF.� BOTTOM SASH i BILL OF MATERIAL B BOM J ROSOWSKI 71 ?2 "° O 4° ASSEMBLY Amp®m}V L 30.)0 Tx� 10m: .0. . niE nou DETAILS DOUBLE HUNG WINDOW INSTALLATION-LM 05/15!155 ORIOP,.•'G\C�� r EXTERIOR ` s-w Sure (Amey Mx 7a.: � 70NAL Eaaa`a� 'zsm;hs 1,A-rrAC*iESLAN DH-5560 NTS 14 OF 14 MD-DH5560-01 B A L��S IRE lJ TOBALANCE PEAOeT05 +i t BCIS Home Log In User Reglstratlon Hot Topl6 ' Submit Surcharge Stats&Facts Publications E Contact Us BCIS Site Map I Links Search "rlet da #s��F Product Approval yell USER:Public User B 1a9 4..m ProductApproval Menu>Product or Aoplicatlon Search>Application List 'i Code Version 2017 FL# 15210.6 Application Type ALL Product Manufacturer ALL ' Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL �z Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL �g Impact Resistant ALL Design Pressure ALL } G Other ALL �'+ a Search Results'i:,ipplicatlons "`` �� Type Manufacturer " Validated Status c _.w i FL15210- Revision Plastpro Inc./Nanya Plastics Corp. Ryan J. Approved a R6' FL#:FL15210.6 King,P.E. Ist Model:E Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O (813)767- H orK Fiberglass Door 6555 Description:6'8"Impact"Glazed Fiberglass Double Door with or without Sidelites 3 ' -Inswing/Outswing(XX; OXXO-Configurations) Category:Exterior Doors 77, - Subcategory:Swinging Exterior Door Assemblies r 4 z *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 sy x��r The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;;Refund Statement 'Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a .& personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: err~, M , Credit C46- Safe— ht tps:j/%vww.f lorida building.org/p r/pr_ap p_lst.aspx 1/30/19,8:53 PM Page 1 of 1 i i i kt% plastpr 5200 W: CENTURY BLVD. 152.TMAX.OV13dALLF6AMEWIDTH 37.7 Mkt t 74 FRAMEWIDVTNLL FRAME WIDTH '�wrrrrr rt P ` LOS ANGELES, CA 90045 « m z 9. Smooth/Wood Grain/.White-Wood Grain � � Rustic/Mahogany Series O Fiberglass Door " 3 d ►NSWiNG/OUTSWING 34 "IMPACT' m o x e x o A n GE14EPALNOTE p i, This product has been evacuated and is In corn*nce vdihthe 61h EcHan(2017)Florida BuidinggCode.(FBC1Lj shuctutalrequvementslncludina lhe'Ngh VelodrHurricane Zone"(HVHI): t a 2. Product anchors shat be as fisted and spoced as shown on details.Anchor embedment to base mgteft shat be beyondwOdiessing or stucco. a. 3. When used In the NVW thIs praduct camp4es with Socilon 1626 of the Fladda Bulding Code end does not. w require anlmpad reser covering. a S S 4. When used In areas outside otfhe°HYHZ'requofsg wtrntl borne deb6s protecl'mn.this product complies with tBC Sections 1609.12&R301212 and does not require an impact ressiont cove".this product meets missle Level"D"and inckides Wind Zone 4 as defined in ASTM E 1996 and HsC Sectioru.1609.1.22&R30121.21. T 5. Forty studcorstrucllon,anchoring of these units shill be the same as that shown For2Kbuck masonry construction.. & Site condlions that devrobirfrom-the dlefals of116s drawing require fudhereng'meeft analysis by a Gcersed zo engineer at iegisteredarchted. C I mn .7. Outswingaonfiguratlens meetwated.(nMmPon mgUtrements far'HVHC.At other configurations do not meet Q 9 the wararlir Mhon requtemenh for the'H rand must be lnlofled any In nonhablfoble-as or at F�.. habitable locations protected by an overtwng orconapy such that the angle between the edge of canopy or 0 3 overhang to Sit is less than 45 degrees. a2. ESSU gTABLE OF CONTENTS CgIVgGURAttON: RAIAE'� r5SW1NG ENvd9*44*A.GAL&,,-.DWAsmao CQLVMWAA;n-u SHEETS DESCRIPTION �. Nm� i SHEET4 ` 1. typical elevotbm,des' Pressures perm notes. 11. 3•Polnibek tleto!s. ..iu•'>.-r.;;DIMENSION .. •._ ,.,....:POS':4"NEG P05:=•-NEG.`'ROS; -.NEG.a �n� 2 Ooorswneldetrnk 12 3Poimlock detals 74:0"x82.0" INswING +60.0 .60.0+50.0 -60:0 +50.0. -60.0 -� 3 Stilette deto➢s 13 8uokanCIMManaho zx 4 to lrartre d74.0'x81.73' OUTSWING +75.0 .75.0+75.0'-75.0.+50.0 --50.0 R 02 16/ -? etails all detak. 14 mme anc o g 5 sevatiors 15 Astra al lois. - svre N.T.S. 6.. HO&Ontd&Verticil Cmz Sectiors eucq 16 gd taw lb'2.0"x82A" n` ° INSWING +50;0 -50.0+50.0 -50.0: +50:0 -50.0' s: 7 Haraantat&Vet Cross oro X8 � 17 Asha del oXXo _ mud.-er. IFS- 3 B HoftDrrm&Vedicat.Crois5ections juirearoMaso 1& Componen 152.0"x81.13" OUTSWING +50.0 -50.0+50.0 -50.0 +50.0. -50.0 9 Hontontal&Ver5cd CrossSeefmnti D'redto Mato 14 mata BGl of iah. 10' Vatic Cross s olds Seesheets2&4la hardware and 5te from design p asaae tmitoriorp FL- 15210.6 n° s¢xr 1 ori D i ��`� * ,. or Gt G2 TOP BALL ;` ', a 0A'—�{ EXTERIOR 0.4' (COMP.) �-19.; �01 ..'t. I t... �)• dm INTERIOR fhf Iillttt t $nmZ CAP(PVC) .. u•z CAP(PVC) HINGESME(LVL) LATCH STILE(LVL) (�h`- 6 9 S 0 i ' 1 HORRONTAL CROSS SKTION 2 ' ��aae •.t•• gLLz° y�. 'a ► g iMai r N Fa mill. o 35.7.7 DOOR `s o WIDTH t' 1raw1YARErABIr. G1 a 2 /.+ANuratggER ... .. n1ouE{ _... pE�SSIIDREs�, G2 � KMXSET 0103: 'SIGNAMESgOS ± �) o g DOLT: (980) —7`S SIGNATURESERD3 EADBINTERIOR EXTERIOR SCNLAGE KNOB: 'PSERIES(F51) ±75 �x tg u '' DEADROM SSW(t50/64) ami ►AMEX LEVER: MBST3Uq ±75 G DEAD60lT: FD7 SERIES00 q� RZ HO►►E MURIEOIM LOCK: LBS90003•►OINTTONGUE ±5O °•.i.•' w rn E 2 ° END URA MUINOINTLOM TIILENNNM300D(3•M ±75 •x• g SEEHARDWARE See sheets 8 and 9 fa=111pointlock defOSs. flBEftGIASS SKN Q� sgg TABLE (0.125'MN.THK.) °'• �� 3 ' FOAM CORE. (POLYUREIHANE- °•.. ^n R f SEE HARDWARE I.9 PCF MIN.) s TABLE a Q ��•;:may" �y6 0 z BOTTOM RAR * ''4•" a nae 02116112 D (COMM =e N.T.S. ' ow,Bn JK m DOOR IANFL 2 VERTICAL CROSS SECTION en LF5 mausa m FL-1515 210.6 °n swEs-2-.-M p s R:We,nMPkRPD,Inc PERKANERM•RmMe ProEUC AppwNARAUID HVNZ Rbmv%s-IMP=Opaque mW 9USd%C•Drmvo¢VL•15210(20U)\Fl.4M0Y6Aw0,3A MW O.A.HEIGHT •'+'•:�' W 8y plam T'. a A 0 z �4 Op O ?W age aa '7G) am _ Imo Z �1.7 .'n. I?—♦•'--moi ,fin�r I� A `p F. No Is 1•'S g y 9 PRODUCT:PRISTPRO INC. L nd n F.scnmlat�r� ••`• �!?�*-�' RUERGLASS OOOE P.F- -0-1111,Ne.43400 ��i���ONAI.�t11Al IW /telJill l\1\ Q N y pa 2 7 2a 17 UPTIITE TO 6TH E9. 2917 FBC JN PART OR ASSEMBLY: @ BUWN9 CONSULTANTS,INC. Io x M I 9 19 UPMTE lO 5TH ED. 291 FBC JKSID�� �UEfAllS t/L�/1/ P.O.Boa 230REVISIONS ,Valrlm,FL 33584 'a A eo U Y YY Phone No.:6;3.059.9107 PBPE CA.No.9813 02012 R.W.B11ao110 Co..— PVl M\wPRPro,LO PENNANE"-ftM RWCdAPG l*WL-1S2W NW12 RIRrgt-- DIVIa 00-4W ZW QMAC•br^ViVM-152f0{20D)LF1d621D.!•6.Ag.4.6 dd'MAX.O.0.FRAME NETGMy 66.35 MAIC O.A.FRAMEHSGHT -p .. 6275'MAX.D.L.O.HEIGHt .. WT -•–� IIIIIII—.. _"� 4S t MAX O.C. O•C. As 4 v 4 v Z _ > � �2P mr C TiR Qv Ti 1.7i• g I.� a 1.2B' Ii a 1 , sc it{titllltttt,t .. , e0 eS PRAS7PR0 m ynaon P,So meat9r it � ;?�•r ! I N FIBERGLASS DOOE P.E.Ne.43409 I, / A N •'• 2 7 24 iT UPDATE ro 6TH EVA 2.017 FBC JK ttttttJil4Lt t~ PART OR ASSEMBL`A BUILOINO CONSULTANM.INC. UPDA TO 8TH m. 2014 FHC JK ttFE FRAkE t7f7AttS - P.O.Box 230,V'o16-.FL 33585 !� m YYY FVroer N-4 8/3.659.6187 AND GiAZWC DEFAR$ FHFE CA.Na 6513 C zo I x w,w..em..a�«c co«xuwrn«:x I«e. R:�a�v+�ePo,llic 1,:9NANe5ru•Rn+m mxuceAoeroTNelTI•fstm Nvl¢finel9as-9roaa ooanue.m asseme-omwmytR-tsxlo cmf>7�L•uuo.f�.day,s.s m� Z _ 0 CID �\ > P tr d O N O W m W O \ P C) P X Pa .eN � O W V W m W V A m A "oot'181c", O W m V P A .p �` � •y ''i No.A3i59 >: Q PRODUCT: 5oaumenn P..vaea�'�� A PRASTPRO INC. LynSen F.SCMnwt i ^�,�, .•''''�• 43409 F10MUSS DODE /y//FTy'T1 111L,,, 2 17 PUAIE 70 TN E0. 2017 FTiC JK PART OR ASSELELY: BUIL51N0 CONSULTANTS,INC. sn 1 J 9 15 UPUATE TO 5m E0. 2014 FBgE JK P.O.Bo.230,We1Nao,FL 33595 o DATE BY EII:VAT10N5 Phona No.,513.559.9197 REVISIONS FSPE CA No.9513 ®aO�2 R.W.5VIL01N0 CONBYLTANTe INo. } I E 1.SideMa assembly screws located E tram top and :� •,•.*•••/ B boltom then 5 more equally spaced(7 total). C 2 Spacing for Nem L•3 from each end 1,1 J.d� and B center rue(3 total)• D a L D 4w .11_LLm _ !�� cm 0.15,C-SINK v.. r mTl t3 mm° E ° •° hrN.Ipt� i RZ� m L — saaw 71NTERIOR B C E VERgqtMOR " m i 9 � C 6 vz 3a a � 7 1 2 �`z EXTERIOR KN EXTERIOR INTERIOR EMB.(nM.j 9 40 5 VERTICAL CROSS SECTION 6 17ERRCAL CROSS SECTION am xu 6 Outsweg 9wwn OnwIM simW 6 outswag shown Ornwing ft3w) GI c I HORIZONTAL CROSS SECTION 56 ab 6 OutswMg shown-mwmv also approved 1.17PMIN.. a EXTERIOR 40 55 27 40 2 1 EMB.It>PI INTERIOR >;� L 11 9 40 INTERIOR F 50 D a SEE NOTE I L n. w S ran _ 7 11 EXTERIOR X EXTERIOR L w s 7 SEE NOTE H"o g 60 € r31 HORIZONTAL CROSS SECTION o.>s NI 6 Oulsving shown-Inswing aw approved saa:02116112 Lacus; N.T.S. L 1 2 L C °v wc.m: JK m' � B (Mer: LFS 3 2 HORIZONTAL CROSS SECTION a 6 �tswtngshown'Uuvrtgalsoapproved 4 HORIZONTAL CROSS SECTION E 15 " ShownwJh lXreinforcement FL-15210.6 6 Oufswingstwsm(InswingsiadkvJ s+ms 6 ova 0 R:l0bm5lRaslpm•fnc PEMIANENfIA•FkxlJa RoAlt<MPm'delR-15710 HVHLiltieglass-Impact Opaglro eM G'nudlC-OreMn9slFL-I5710(2017J1R.d4191b.Mq.7.b �a pp o �o gn boa O' a s oa f� n �J O 93 D m T Z D D 0 }% v. 4 0 7< O aaNnn � � 1A m T 0 Pa M N N n n 7.1/4'MIN. 1-1l4'MIN. EMB.prP.l EMB.(1YP.) . .._� ����1�8Q•WL7774��i V,.•^�yG9NBB ti�` Lq•�^ No.43409 ••S7* .. pp q F 7.•, * S F PRODUCT: ° Prto,-9y+�y ••••••Rg6Oh,.•' PRASTPRO INC. Lyndon F.So"Ide .�. N FBERGIASS DOOE IP.E.No.43409 IR ti a 2 7 24 17 up TO 67N E0. 2017 FBC JK PART OR ASSEM9LY: BUILOINO CONSULTANTS.INC. O x fn 1 3 8 16 UPDATE TO 57H ED. 201 FBC JK HOMONTAL&VERTICAL P.O.Box 230•Volnoo•FL 33595 0 D B CROSS SECT (TX BUCK) Ph—No.:813.869.9197 R ISIO S FBPE C.A.No.9873 4120:8 P.W.BYILOIHp 1•iGNRYLT�NTO ISO. a:wi:aslPwfo:P,Erc oEaNarrEaru-Rye,am:camwa�.naasxw xv�a aeuaa>s-u�waBwav<a,m aa�c-oammt�-utto tmE>)��-uuo.E�a+v,ea 3 v m N al 10 Ri 2 � tp�p M ri gg$ �' m ms'gw w � a m N o �gj o A _ n. N Z a m D gqgwA zm 3.3i v A o o P. . ERn h m � V Z 2 O N N 1.114"MN. EMB."P.) MMMIK EMB.(tYP.) ARM 434 3 4I PRODUCT: Pn .d en j N FlBERPRASTPROGL4SS INC. PE.NO 4-W91a G O x N\ 1 3 94 5 UPDATE TO 57H ED. 2014 FBC JK 7 UPDATE 10 ITH EDPPRP OR ASSEM3LY: �(���F O�Bor 230,CONsVo?AcMos FL 33595 SECTIIOONS(DIAL RE T TO�MAS�O. 1/1/ PBono Noa 813.959.9197 IS 5 FBPE C.A.No.9019 I 12S MAX. f MAX. MAX. zyawl E' MM. E ^w MN. E - r AAN tttitt C C 1 C 1 40 40 D.. 50 L Sff NO1T2 e Gi EXIMR MERIOR E MIOR K.UIOR EXTERIOR INTERIOR a 4 VERTICAL CROSS SECTION 5 VERTICA!CROSS SECTION )VERTCAL CROSS SECTION Q Shown o4ectto MaloE �$ Outsr+mg oNyw/49/167omb Q Stawn otrectto Mawn�, Q Shawn -W-/asot� zo � Douhle DoaOny lNlAw/SideEtes) Oulswing orgy w/b9llb pmb Oufswuig orltyw/6-9/16 jamb & Note; I I.SdeOe assemMy scows located 6'from top and bottom a N„s o0 then 5 more equ*spaced V toM. 2 Spacing forftem UYfrom each end and®center fine(3 totoQ. INRRIOR 6 - y INTEROR a"+ ' N i \40 50 x Q o N EMB.(IYPJ ! n m a E%I[RIOR O a o E I-va'ruN. EXr�p� ExrER>oR L d E EMB.(mi SEENOTE1 �_1-I/4'MR1. w1c 02 16 f2 EMB.J YPJ scae N.T.S. g 1 H RRONTA!CROSS SECTION 2 HORIZONTAL CROSS SECTION3 HORIZONTAL CROSS SECTION ara JK s q Shown Direct to MQ`an'y Q Shawn Dh'ect to MoswRT one en LFS EF Q Shown nrDq Direct to MaM16 bmb Ou�ng"w/6-9/16 Jamb Oulsving oriywl69/fd Jamb ry FL—f52fo.s Double DoorOnty(N/Aw/Siderites) p sxar 9 rF 19 O a A:\Mmta\Pla4m,Ix PPRHANKIIA-RandaftduCAOpovat&Vl-16210NVKZROc:gHss-Impa40papmald GW=d\C•OMWhn%\FL-15210(2017)VL-1B210.1idw9,10.6 O p m 01 c Z m 0 g 0 p A e . O� N� M O IA H 1f�j1 a�a H 0 • V O W A ._ Z O ZOy EMB.MT.) S B v c 77 I•I!4"MW. EMB.(IYP.1 m Oa Z ro m 1.11PMIN. m = O CB - 3C - �q • a c O EMB.(iYP.) N A 1.714"MW. �3tip11SCH /T4ii EMB.(7YP.( �� F yr 4IT � r 9 _ -n R PRODUCT: D-- r.pa a W.^� I.P. I g Pp�j FIBERGLAPRASTP55 DOGE V2,,—O F.43�fdt �i�����'O 27 24 1 UPDATE TO STH FD. 2017 FRC JK PART OR ASSEMBLY: /m{ BUILOINO CONSULTANTS,INC. 1 3 8 13 UPDATE TO 5TH E0. 2014 FRC JK VERTICAL CROSS SECTIONS `�" P.O.Box 230,Vo6foo.FL 33898 I� N 0 D Phone No.:813.058.9197 - O FBPE C.A.No.9813 R.- omo.....rAwra I... � a:TamwlNs�,fnc PFAAIANE3111A•RariEe NaductPPPm2b(R•15210 HV16 FltGgho-Inm3d Operye aM GUxd(C-DmaYgsliL-15210(20 V)1R-15210.13,dxp,f1b c OVERALL HEIGHT , z HANDLE HEIGHT z e d6°B c m O N � f0A4' m � b ( • y } oX S 4.63' �a r-3.63m_ `1 --iF�-0.11• - o O Q O 5 s rear •i -� .r--OX w � 3.61 1S 41.r `„uununq G Z _ Nn 49409 ` 3�gg3� 41 PRODUCT: oonumen Pn/Pvna�•• Grp lU 33i N - FlBERaASS 1DCOE P.E.d NaR434 as iq/�ONALI`�;````: ye ±r y pI I'll 1 LIPOATE TO 8TH ED. 2017 FHC JK PARI'OR ASSEMBLY: �//�{W BUILDING CONSULTANTS•PIC. J 1 UPDATE TO STH ED. 2014 FBC JK 3-POINT LOCK DETAILS ”"�P.O.Box 230,V.16-,'FL 33595 I'o DI N A B PA-No.:815.679.9197 REVISIONS POPE CA No.9813 A zOI a R.w.Buamnn oo�euu.ure Ira. R.jalQnMK FM,DK PEAMANEN1IA-PA&Pmdu APPWAVL-15210 MME FVM4=-DWd OPaMW and GLa AC-DrwMryTR.-15219(30l])1F4t5Ao.Y6.Ex9,22.6 Z /77 D O C B B B d B d N a ' 0 a P 24.25 23.0' ISA• \\t\tI1111111/1//�' \\ F SCHIyi� QI 9 PRODUM o--m Pr,—en •• a PR457PR0 INC. Lyndon F.3Mmldt �i.�� '',•�. !?.�• ��' 1 B FUMM/�SS DIME P.E.No.47109 y rn 2 T 2 1 UPDATETO 67H ED. 2017 FEC J PARD 0R ASSEUSLY: BUILOINO CONSULTANTS,INC. 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