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HomeMy WebLinkAboutNotice of Acceptance M IAMI•DADE w MIAIIII RADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconoinv 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 ERProduct 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 Mimi—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"770—Fe"Aluminum Sliding Glass Doors w/Reinforcements--L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0004, titled "Series 170 H.P. Aluminum SGD— sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Section 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, 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 No. 16-0629.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0420.13 MIAMI DARE COUNTY /� Expiration Date: March 24,2020 APPROVED- L ff Approval Date: October 05,2017 ++ Page 1 I ' 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SOD — L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Reference 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 Aluminum Sliding Glass Doors (w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-8717,FTL-8970 and FTI.-8968, dated 02/15/16, 06/07/16 and 06/20/16,all signed&sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0629.07) 2. 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 Aluminum Sliding Glass Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7825,dated 06/10/2014, signed and sealed by Idalmis Ortega, P. E. (Submitted under previous NOA No. 15-0106.08) 3. 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) 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 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by Martin D.Brinson,P.E. (Submitted under previous NOA No. 13-1009.07) Jorge M.PIasencia,P.E. 'roduct Control Unit Supervisor NOA No. 17-0420.13 Expiration Date: March 24,2020 Approval Date: October 05,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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) 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 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales,P. E. (Submitted under previous NOA No. 09-0826.12) 5. 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) 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 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 5998, FTL-6005 and FTL-6012, dated 08/07/09, all signed and sealed by Julio Gonzales,P. E. (Submitted under previous NOA No. 09-0826.12) 6. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and FTL-5254. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FEC 6th Edition (2017), prepared by manufacturer, dated 04/18/17 and revised 08/14/17, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazin complieswith wi b ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No. 17-0420.13 Expiration Date: March 24,2020 Approval Date: October 05,2017 E-2 • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas(Clear and White)Interlayer"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Statement letter of conformance to and complying with FBC 5th Edition (2014);and FBC 6th Edition (2017), issued by manufacturer, dated 08/14/17, signed and sealed by Anthony Lynn Miller, P. E. 3. Statement letter of no financial interests, issued by manufacturer, dated 04/18/17, signed and sealed by Anthony Lynn Miller,P. E. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. 5. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration Testing Laboratory,Inc., dated 06/10/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0106.08) 6. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 01/13/14,signed by Manny Sanchez,CEO. (Submitted under previous NOA No. 13-1009.07) 7. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory,Inc., dated 09/13/13, signed and sealed by Martin D.Brinson,P.E. (Submitted under previous NOA No. 13-1009.07) 8. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 13-1009.07) 9. Laboratory compliance letter for Test Reports No.'s FTL-5998, FTL-6005 !and FTL-6012, all issued by Fenestration Testing Laboratory,Inc., dated 08/10/09, signed and sealed by Julio Gonzales,P.E. (Submitted under previous NOA No. 09-0826.12) 10. Proposals No.'s 09-0177—A, dated 05/05/09, —B, dated 05/27/09 and —C, dated 05/27/09, all issued by the Product Control, signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 09-0826.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.07, issued to PGT Industries, Inc. for their Series "770—HP Aluminum Sliding GIass Doors w / Reinforcements — L.M.I.", approved on 08/04/16 and expiring on 03/24/20. Jorge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No.17-0420.13 Expiration Date: March 24,2;020 Approval Date: October 05,2017 E-3 GENERAL NOTES:SERIES 770 H.P.LMI SLIDING GLASS DOOR WITH REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 131A ON RATED FOR LARGE 6 SMALL 1)GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SAE.T 4 MISSILE IMPACT RES STANCE GLASS STRENGTHS:T=TEMPERED HS=HEAT STRENGTHED I INTERLAYER TYPES:SG=.090'SENTRYGLAS CIES(STANDAROS USED: G4-7/16'LAMINATED:(2)MITES OF 3/18'HS WITH.090'SG INTERLAYER. •2017 FLORIDA BULDWG CODE(FIC),BIN EDITI014 • GOA-9/16'LAMINATED:(2)LASS OF 1/4'HS GLASS WITH.090'SG INTERLAYER •2014 FLORIDA BUILDING CODE(FRC);STN EDIDON G6-1'LAMINATED INSULATING GLASS:3118'T EXT.CAP+3/8'AIR SPACE a 7/16'LAMINATED:2 LIES OF 3/16'HS GLASS WITH.090'SG INTERLAYF_R •MMTl151200.09 () •ANSVAiS830-09 015 FOR W000 CONSTRUCTON G6A-I'LAMINATED INSULATING GLASS:1/4'T EXT.CAP*5(16'AIR SPACE.7/16'LAMINATED:(2)LIVES OF 3116'HS GLASS WITH.090'SG INTERLAYER. •ALUMNUM DESIGN MANUAL,AD642015 2)DESIGN PRESSURES:A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 51300. •A1515100.12 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM 51300. •Ale,.D 360-10 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 3)ANCHORAGE THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, SHEET THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE GENERAL NOTES...._..._.1 I DETAILS SEE SHEETS 4S. ELEVATIONS 2 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. GLAZING DETAILS.._.....-3 5)INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. ANCHORAGE. -4-6 6)REFERENCES:TEST REPORTS FTL-5998,FTL-6005,FTL-7466,FTLS012 8 FTL-7825. DESIGN PRESSURES 4 • ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AFBPANDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL ELEVATIONS....................T 7)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY CONFIGURATIONS....._._.7 HURRICANE ZONE(HVHZ). VERT.SECTIONS......._.._8 8)DOOR SSS MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE.AS APPLICABLE. HORIL SECTIONS.._.._._.8 9)CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108')HIGH WITH MAXIMUM 4 FT.NOMINAL WIDE DOOR PANELS,MAXIMUM 4 PANELS.SEE PARTS LIST 9 EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 287. EXTRUSIONS..._............_10 D.LO.WIDTH=NOM.PANEL WIDTH-T ' D.LO.HEIGHT=DOOR UNIT HEIGHT-10.125' TABLE A I PANEL HEIGHT DOOR UNIT HEIGHT-1.866' Anchor Fn m. Lill.Edge MIn D.C. 741' PRODUCT REVISED I wow Mtlwr Type Y4mher So... Moron atOnm Bn0e4maMw s complying with the Florida, mew oda.. Building Cod .12 leo WS. sachem Pro(SC.035j 016' 111' 1015' NOA-No. 17-0420.13 I Fe604t F.05 Irl E0F.15 AlurIvm Sr 010' 0.071• Expiration Date 03124/2020' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6: Ali 412410 SS SUS. Ab SW 1L' 9116• 0.050• , A F,e90Isl.F..110 kW Gr.135Ya1 S. 0R• 01*' (LBW Ile Ga) By • 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE Al lbcnm tom 2.22 tali 1-12' r lye• Mom l-D eProduct Control I COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE 04'Err AON•wk* Ja*O Floe Bora(ASTM CS01 r r r • TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND F6.37 tat E,06 41 .16710 Ha.6.1(ASTM 0001 r r 1-V4• SUBSTRATE REQUIREMENTS. ___- 0.2 Salem PO.(SDe B13) 0' r 1y1• I Sa4Aam Par ISG.656) WE' WY 1y1r 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. B 212 SOIl 5310 lAo.5) Ali we1•oAt.rn.an 0* etc oon• A5e01I 1£ MP' 00W Gr.3e Sha.Boal Sr Om- MOWrte Ca) 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-112'THICK.1X WOODI' IH'I:to 06000,4 AO Cara.ra (min 2.63 tali ' 1' 4' 1.3/5"BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID c F,155 tat,F,r107 td Ja,M Need•Wad)(ASV COO) 1' a 1-W' CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1)2'THICK OR U4•E.Uyecai® Ali 0wsm0 Bon 2.96 tai) --2.117 0y0" GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TOF,•155 tat F,r mtat 'Anie FS.1 Bwc.(AS104mol 2-172' 4' 1y4• PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND Road .sore Ballow Block(Aso/mol x'rr c 1-va 0 ad)SU CoroInn 1.35 tMl 4• 1y4• INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT 1W 010 SSE Cral0w0 Serer0mn113.11 1' 6' 1y4• OF RECORD. Fe 127.4 tat FeiB2F Jul Jam* latae Batt(ASTM Cm- 2-12' 6' 1-1,0- 0.0 Sa8nm Pb(SO.0.55) 0' 1y3. I 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE ANCHOR GROUPS ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST Lel I EH FOR ALL ,161111......... REVIEWED BY THE AUTHORITY HAVING JURISDICTION. TABLES IN THIS APPROVAL �➢ ,�' 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 1 a'`TON... .�N•1L/'�.�I 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. �` :.17 ••S'p9- REQUIRED.IF USED,NON-SHRINK NON-METALLIC GROUT,MAX 1/4' 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. .t.. THICK 8 3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND =*I Na 58705 *. ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, BEYOND METAL SUBSTRATE. 1 AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, �13,...u.-27.418-1-7-.4:.--- 309 I�._ ` 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND O•, WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING 1070 TEGOA DOYSIOSE, '4'.. 40� JURISDICTION. N IWRR (` G�.�GENERAL NOTES AND MAP --,FS.s.:�aao�:"'cc 1 pi 114.recoJR wroa07 c UPDATE TOFBC214REV.TABLESIBAJAMBDO `'a7`�""""`�COTIGNIVIVIT _J\ l -I SERIES T70H.P.ALUMINUM Sam D'Ime mSGD-LMI Ai l�1A,�ILiRIP � 6000 ' Rat W 0154 I eummMiCWJekC ` I S smnoFw. NTS 1 .10 POT0004 0 11.5.025150 ' I MAX. UNIT MAX. UNIT 1 1 r- WIDTH 96" 1 WIDTH 145 5/16" 1 AA>,AAA-AA MO f f - MAX. MAX. NOR OP vv I / Ail Di I v+v DOOR St I I / i 41:1 alli v HEIGHT / / HEIGHT / / / 108" 108" 1 I XO, OX, XX COG OXX,XXO, OXO ees, I PRODUCT REVISED Oatldi g'WWy1odog MM tho Florian NOA-No. 77-0420.13 i MAX. UNIT Expiration Data 03124/2020 WIDTH 191 1/2" 13,_Mla," a net mo VV 5 611, II MAX. DOOR vv ofi / A�A�UNITvvHEIGH / 108" 1 OXXO ca oIL" .+,,,.o.t Lvry�4 ..1 j*i No 58705 •*It APPROVED CONFIGURATIONS CoQ • TE6F� ��i_ ,dm. ._.,ELEuanONS %s•:5..... ..... IR' n.. '15 SERIES 770 H.P.ALUMINUM SOD-LMI S"NAit"`� JN /�4,0./17 G CHANGES THIS SHEET. CERT.OF c... i.170,10.17,e lag s SMG nx fie,_ I .waa.01.11m A.LYNNYRIFR PE 1x07mr1v. NTS 2 a 10 PG70004 G P.E"saw 1 1 1 1 1 • ' 3/16'HS GLASS 1 3116'HS GLASS .090'D.D. ` SIt1CONE .090'SG 3116'HS GLASS �� 5iRmucTuRAL 1K'NOM. ■ 376'AIR SPACE0 3116'/1 GLASS—�I "' 0 3/16-TGLASS�y� pcura� NT al _"11 1 WrtH DESICUM 7/16•NOM. 1'NOM. ® / O KODISPACE III' PCT. S) 4SG TPS 1.374•NOM. 0 j!iF3M .0i BITE TSEaxR INT.GLASS �' HOT-MELT 6UTYL sTRsucorlL © 1'!.AMINATED INSULATING CO sNFOAM �♦ 7/18'LAMINATED GLASS TYPES G4 FOAM `1 371trNOM GLASS TYPES G6 Y"TM i DESICCANT ER.GtASS / AT,/� SPACER®NXT"' 3116•HS GLASS U4'HS GLASS ,090'SG .090'SG 3116'HS GLASS ST.GLASS 1!4'HS GLASS 5116'AIR SPACE I PRODUCT REVISED 9116•NOM. I 114'T GLASS _Ij 0 ALUMINUM WXInn x716 No Florida' 1"NOM. 4. REINFORCEMENT NOAmng coed Noa�to. 17.0420.13 0 sn6•NCU EEPirancn Date 0 3 24120 2 0 1 3/4'NOM. `i 314'NOM. , /y • ® FIT i BETE 1,_�.II' GLASS 6 FOAM By /� B� DSICCArtT Mmm1-o4aoProeoeteoneoL PL` 0 4) II EXT.GLASS sICc , OouRASEAL® EXrf ext �1 1.,�1 to SPACER 0 ExrE>xR 9/16'LAMINATED GLASS TYPES G4A 1'LAMINATED INSULATING ® NT.GLASS GLASS TYPES GOA POLYISO- DESICCANT FILL AREA 6UMENE _. V 5116'NOM. I ROLLiO 6EILLRMEO `" J� I01 sruconE SEAL I STAINLESS STE .i ; Part Description Material OXL EDGE"'' T`71111!7 rrr7j 56 Kommeding 4SG TPS Spacer System EXT.MSS SPACER ? U14Y LYgrro 's,� 57 Quanex Super Spacer OCT with Hot Melt Butyl See This A'` `. ....' ?1 •�: Sheet for '. U�sF '�Cp 58 Quanex Duraseal Spacer Materials INT.GLASS .i.:7**; No.58705 59 Cardinal la Edge Spacer = • 3EFERENCE TEST REPORTS:FTLd717,6993 a 6970 4( V GLAZING NOTES: -71 1II IT ��; HS'=HEAT STRENGTHENED �,.'.. STATE 'T'=TEMPERED 7 H V RaTECHNOLCOn c--. --_i GLAZING DETAILS '.Fy+s' ton.NG``� 'SG'=.090'SEYTRYGLAS6BY KURARAY AMERICA INC. PX10.a+Nm ,7770NA Es1.4` JR 0LO,Lr7 0 NO CHANGESTN65NEET CViZ Mill 1729.9 � SERIES 770 H.P.ALUMINUM SGD-LMT ,• om �J A LYMi MUER,PE o&avm Ra nuaonsa�oNm sDn77oNv. I NTS 3 •10 0...o PG70004 G Mg sour , I • • TABLE 1: TABLE 1k Design Pressure(DP)end Anchor Quantities Required Sill Height to Max.(+)DP (For e0 epprvod Cankprolio s,Sheet 2 end Glass Types,Sheet 3) (Wafer Nitration Rating) Doer U00 Height (0)fuser FIagN (0)Design Reinforced to rlocks 60' 64' PO 98' 102' 108' Pressure,par Heayduty Astragal 60-7/00 DLO 73-78'DLO 79-718'DLO 87-718'CLO 91-7/9'DLO 97-7/6'DLO Flush-1.11? see rote 3 Heatyd/7 Wes Anchor Group Arcinr Group Anchor Group Anolor Groep Anchor Grerp Anchor Group Loi-2-1? +46.67 A BCD D A BCD D A BCD AB GOA BCD A B C D Medum-3-1/4' .60.0 _ __ Ngh-4' +80.0 Des/pr Pressure +901130 - • +001.130_--- -- 1.90'--lSO +901--130 .90/430 *90/430 SEE NOTES 1-3 24' DLO Head/SO +2IC5+2I Jamb 10 8 8 210542 C5+2I B 2IC6.2I 8 2 C5o21C5+2IC5.2I C5+2 C5.2I 10 10 10 12 o2l o2IC5.2 C5+2IC5.2I 10 12 10 o2IC5+2 CS•2I 10 14 o2l O2I o2 Design Pressor •901130 8 10II +90'430 +9W-130 +9W-130 1+90%130 If +90/-130 • c 30 D23. Heed/S10 C5+2 C5+2 C5+2 C5+2 05+2 0502 C5+2 C5+2 C5+2 C542 C5+2 C5+2 C0+2 C6+2 C0.2'C8+2 C6+2 C6+2 C6+2I08.2 C6+2 C6+2 C6+2 C8+2 E Jamb 12 10 8 8 12 10 8 I 8 12 10 10 10 14 12 10 I 10 14 12 10 10 18 12 10 10 F.7._ OHLENGTH i-- Design Pressure +901430 .9W--130 .90'-130 +90'-130 +90-130 +90=130 OH LENGTH='n ATIO 1 36' O Heed/Sal 0542 C5+2 C5+2 C542 C8+2 CE2 C5+2 0542 00+2 C8+2 C8+2 C6+2 C7.2 C7+2 C6.2 C8+2 C7+2 C7+2 C7+21C7+2 C7+2 C7+2 C7+2 C7+2 OH OH HEIGHT o. Jamb 12 I 10 I 8 I 8 14 I 12 I 8 I 0 14 I 12 I 10 I 10 18 J 14 110 110 18 I 14 I 10 I 10 18 14 12 10 HEIGHT 8 +9041X Pressure .901130 .90'-130 +901130 +90-130 +90!130 .eN-121.4 I �I EQUAL T01 Z 42' DLO Head/501 C8r2I08.2IC6.2IC8+2 C6+2IC6+2IC6+2IC6+2 C7.2IC7+2IC6+2IC6+2 C7+2IC7.2IC7.2IC7+2 C8+2IC8+2IC7+2IC7+2 C8+2 C8+2 C702 C7+21 0 OR GREATER Jamb 14 12 8 8 16 12 10 8 16 14 10 10 18 14 12 10 20 16 12 10 2D '16 12 10 SEE NOTE 3 Design Ptossro +901130 +90'-130 +90=130 .90'-130 .904155 .90=110 48' DLO • HeadISID C903 C6.3 C6+3 03+3 C7+3 C703 C6+3 C6+3 C7+3 C7+3 C7+3 C7+3 C0.3 C0+3 C8.3 C8+3 C8+3 C8+3 C7+3 C7+3 C8+3 C8+3 C7+2 Jamb 18 12 10 8 18 14 10 8 18 14 12 10 20 16 12 10 20 16 12 10 20 118 h12 10 PRODUCT REVISED Br11Nn9 tode~IM Ws Florida) NOTE:JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DM DE BY 2 FOR PALRS TO BE INSTALLED. O=EXAMPLE ON SHEET 5 HOA-No. 17.0420.13 Expiration Date 03/2412020' 0 Or eat nb. � , i 1.POSITIVE PRESSURES IN TABLE ARE EASED ON THE USE OF THE 4'SRL 2.WHEN USING THE 2 1?SILL POSITIVE DP IS 48.67 POP MAX AND WITH THE 31/4'SILL POSMVE PRESSURES IS 80.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED).SEE TABLE 1A ON THIS SHEET. © ® 3.21/2',31/4'AND 4'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS - THE 1 1?SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT HEAVY DUTY ASTRAGAL REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE I MAY BE USED HEAVY DUTY STILES WHEN 1I IE DOOR IS PROTECTED BY AN OVERHANGIE COMPLYING 01111 TCURRENT FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. • © 4.SEE SHEETS I.5&8 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT ©® 0 INFORMATION. :.,,,= 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 0 r:;�■i'� D.LO.WIDTH=NOM.PANEL WIDTH-7 ``,ulJ uu,gl I .+ r 1 D.LO.HEIGHT=DOOR UNIT HEIGHT-10.125' : , SIM"' I CI PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' ``,., 0,N1jCENSF�•�Q,5 ;� ■E'�.: .. �:- :.13 ALL INTERLOCKS TO BE REINFORCED _*; No.59705 WITH THE 966 HEAVY-DUTY RELNFORCEMENT =-0 HEAVY-DUTY STILES �A�.. NAj -:•' z. �` a0.w+ :,1, sfatE i 10. °70 TECIAVLOGY(WYExN*91 0019 r=- DP AND ANCHORAGE CHART ',4`S,'•.:tOR',D!••:.\?�: 194012046W ,'i`s10 E\AO s ni aav17-Rare RETnSED TABLE I. �CFAIIM�O SERIES 770 H.P.ALUMINUM SGD-LMT ,,NA� 1,1.` o<Y ama+b m I 011.11.9.7.71211 �n A.LYNN0 WOS RE SMC� „t,a,,, scmroRr. NTS 4 6 10 PG7W04 G P.60 nems 65336. I IL 1 I EXAMPLE OXX ANCHORAGE PLAN: - (3)PANEL, 48"x 108'DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES C IN CONCRETE SUBSTRATE ANCHORS FER PANEL'ARE THOSE AT THE HEAD AND SILL BETWEEN +2 C7 +2 C7 +2 CLUSTERS OR THOSE BETWEEN A • •.. I CLUSTER AND A FRAME JAMS. •� 24'MAX O.C. ••,,.. 6'MAK (ADD AODffIONAL �`•• (20)ANCHOR•TOTALS • ANCHOR MIDSPAN EACH HEAD 8 SILL ' : IF NEEDED) • 2V 12 • f-48'NOM.PANEL WIDTH MAX.p.c. ANCHORS JAMB I 1C8' • I (SEE : MAX SHEET 6 FOR CLUSTER • - O.C. SPACING) . ' PRODUCT REVISED . • NdS Cdv iN 1M Florida NSA-No. 17-0420.13 •t• • i. 6'MAX. EagmtonDate 03242020 . }I' •••I 24'MAX.0.O,••i��C.L ASTRAGAL -_I6r7iainF F--e'MAX,T1P. SEE CLUSTER DET.,SHL 6 3.12'MAX __ INTERLOCK 3.S MAX f ASTRAGAL ______.__INTERIOR t- / ,..:_.:,a,„ „1 ( CENTERLINES f O.C. CENTERLINE I-,6• X 2.04' 4.051' T� • ° Ej gI e °�° 0 1.1 I '1- f j8 8.MAX 24'MAX O.C. 1 - '`CENTER OF PANEL EXTERIOR 145-5116'MAX ll ANCHORAGE REQUIREMENTS NOTES: - 1.APPROVED ANCHOR TYPES:SEE TABLE A,SHEET I. 2.ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4: ..t1N'Ii n i t oHTT, ,o`..."jCE.... .' ,ri HEAD&SILL................8'MAX FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, '� JGEN !!_ PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 6'FROM CORNER ANCHORS CAN BE INCLUDED). Qa' •::73 5 ADDITIONAL ANCHORS 24'MAX ON CENTER ;*: NA 58745 SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS ATASTRAGAL/INTERLOCKS ON SI MET 6. _ = :*i_ 11 JAMBS._........._...._. 6'MAX FROM BOTTOM AND 21'MAX O.C. �p0 IE I/;••I UTILIZING JAMB ANCHOR QUANTMES FROM turf T£dA.9LGGYCANE '" AYORIDP C�� TABLE ON SHEET 4. w<� ?•3 � ' ANCHORAGE SPACING B EXAMPLE PLANS ':.<SS•O.....:��G`•.- ' CERT.OFAVTKG9121 _ SERIES 770H.P.ALUMINUM SGD-LMI ''r,,rNALrt,tt JR 04/171/17 G NOCHANGES 7MSSHEEL ' • **•• """ ��,ar. CEPOnarre Mg A-01.1 Y&LTL PE jC'0B,95� ,� I .er,�,0,+rS...a sm7ro Hv.�NTS�5 •f0 aw PGT0004 G PEr:aTm • • I l I . NOTES: ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR 1.ALL DIMENSIONS SHOWN ARE BASED ON I INT. INTERLOCK INT" INTERLOCK INT' INTERLOCK MINIMUM ALLOWED. T CENTERLINE CENTERLINE CENTERLINE 2 METAL SUBSTRATES SIMILAR TO W000 3.5' r.... T 1.75' SUBSTRATES AS SHOWN. 3.5• 3S' • •DIAGONAL,O.C.DIMENSION IS 4.051'IN THE 4.051' 3.5- &5' 1.75• r 3.5' I r HEAD B SILL,W IN THE JAMB. . C- �—ii.... I S- 'IMMILMINININ IIIMIN=M—IIIIM 21!16^ _ l�.i •4f•S�4••LT• t ueoram t.13- • a WOOD BUCK TYP., o PIM 2.04' ■� 4.Os1.2.04' 204' _�1!E EDGE SEE SHEET IDR NOTE '�' •W-I- "� -.TEE TABLE Y f '� SHEET 1 3,SHEET 1 4.05T 3'r �--r 4.051• 35' r 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK ASTRAGAL/INTERLOCK • EXT. ���, EMBED.,SEE 5ANCHOR CLUSTER-05 6ANCHOR CLUSTER-CB 6ANCHOR CLUSTER-C8 ^ N� L ,L TABLE 0.SHEET 1 11� 2.06' _ ASTRAGAL OR 1/4' EMBED..SEE TABLE h SHEET I—I INT. • INTERLOCK bb MAX. i ff - 5.84' SHIM 1/4'MAX.SHIM--y EDGE DIST., CtNiERLINE If 6' WOOD ANCHOR TYP.,SEE tx wpm 1� SEE TABLE A r , MIN. • ANCHOR NOTE 2,SHEET 1 BUCK TYP., -1r SHEET I i DETAIL 2-TRACKSCREEN SEE ANCHOR 1 • DETAILS•D'8'E',SEE ELEVATION 2-1116 1 CONCRETE F - FOR O.C.SPACMG,SHEET 5 ANCHOR EYP, air • .,� EDGE DIST., SEE ANCHOR ti 1'III SEE TABLE A 2-TAG" NOTE 1,SHEET �I j 4.027 J IIII 2-TRACK,ASTRAGAL/INTERLOCK SHEET I .- C PRODUCT REVISED ONCRETE 7 ANCHOR CLUSTER-C7 , UC complying mm the Florl4a1 EDGE DIST., EMBED., NBA-N,Con EXT. r !EMBED.,SEE DIXT DETAIL D,2-TRACK FRAME JAMB SEE TABLE A SEE NOA-No. 77.0420.17 1 W..7--.-"I._. TABLE A,SHEET 1 CONCRETE INSTALLATION I -H21/16 SHEET I TABLE A. Expiration Oats 03124/2O20; • SH F71 174' 2o WOOD BUCK TEP.,SEE 1x WOOD ' Mum MAX �` ANCHOR NOTE 3,SHEET 1 BUCK TYP., tact oho i SHIM • WOOD ANCHOR TYP.,SEE SEE ANCHOR E-. - "1"� . 1 • ANCHOR NOTE 2,SHEET 1 . a EXTERIOR INTERIOR* NOTE 3,SHEET 1 �-, DETAIL B,2-TRACK FRAME HEAD (ALL VERT.SECTIONS) 1/4'I i! ONCRETE WOOD INSTALLATION EMBED.,SEE ` SHIM 1 WOOD ANCHOR TYP.,SEE TABLE A. I SHEET IEDGE DIST., -CONCRETE ANCHOR EYP., ANCHOR NOTE 2,SHEET 1 114'MAX SHIM�1 SEE TABLE P. SEE ANCHOR NOTE 1,SHEET 1 _I'777,ryryryp�Y SHEET 1 DETAIL F,2-TRACK FRAME HEAD 2x WOOD BUCK 7YP.,SEE 4 ill CONCRETE INSTALLATION 1/4'MAX ANCHOR NOTE 3,SHEET I uu (SEE t 2-1/16" ( EMBED.,SEE ,.`I 114'MAX. NOTE 5,SHEET 1) i- -, j-TABLE A.SHEET 1 2-U16•' (SEE ANCHOR GROUT AS REQ. .,• E� WOOD ANCHOR l�: NOTE 5.SHEET I) y�'x CONCRETE • ' EXT. =' TYP.,SEEAHCHOR SII 1V. EXT - J) 1 tpulul r .--j NOTE 2,SHEET 1 1-..,.,....._..,.....:.....1,....-„,..,.. !') ' LYNN, - - 2x WOOD BUCK EYP.,SEE 1 ••: - ,.. EMBED..SEE `•,..(.r.-1. 4! 2-1/16'• EDGE DIST.. EXT. ANCHOR NOTE 3,SHEET 1 - - TABLEh SHEET1 , '. SF �t4' SEE TABLE A DETAIL E,2-TRACK FRAME JAMB CONCRETE ANCHOR TYP EDGE DIST. ) _* No.58706 . DETAIL C,2-TRACK FRAME SILL SHEET I WOOD INSTALLATION SEE ANCHOR NOTE 1.SHEET 1� SEE TABLE _-p• A.SHEET I WOOD INSTALLATION DETAIL G,2-TRACK FRAME SILL `�3 t ,.7,1- +E i Z:�S CONCRETE INSTALLATION 0 p� 4` foN TEOACtDOYOfaVE F �(DRIDA N wPe*(�nw L. —1 ANCHORAGE,EXAMPLE CLUSTERS ,,no %`S, ....L ENG` • a oOtr OF ARM rye SERIES 770 H.P.ALUMINUM SOD-LMT .!nn II66"` JR 0(613117 G CHARGED JAMB OC TOE. CPIIZVNrOZII1 \�j+ .nau„e .- a.,. ,. 4 a.,aae0i cow I A.LY Mi LIMIER,PF.. MX=MO am ..,m,m SmTIONR N18 6 +70 PGT0004 G P.EIIE87C8 I PANEL LETTER I JAMB DETAIL 1C OR 1', NOTE K KGIE SHT.8&ANCHOR 1.MAXIMUM NOMINAL WTERLW _ C + 3: WCIWORE DETAILS TY 8'E'.SHT.6 INTERLOCK DETAIL'S. PANEL WIDTH FOR ALL (l SHY.80 PANEL CONFIGURATIONS A SINGLE �� LOCKSIB.E EQUALS 48- W1ERLodC ASTRAGAL DETAIL TC.SHT.B �j HEADER DETAIL T,SHT.8 • D LD067AH v , =GTEp7 EXTERIOR B ANCHOR DEfAILS'A','B' O &'F.SHT.6 191 12'MAX UNIT WIDTH M LOLT{STRt 4 f� 5,A'RE INTERLOCK 41'MAX NOMINAL L SINGLE ' D.LO. ; WIDTH 1 I I PANEL WIDTH roman INTERLOCK -1=.-- __- 5.1. 1i LR ASTRAGAL 6NGLE PANEL PANEL PANEL HI 'walTYPE TYPE TYPE IyyC1Ipp//���� N 2,* xja wALOx 9778 AWC . . pmop0 \ll 4 J MAX Cer,WIERLOCK ,N ASTRAGALIN / D i0-UR 7..1 SEE_J TYP. �7 REINF.�I NOTE REINF.� . /� 13, LOCXS1SE 0 • PRODUCT REVISED j "" IS.Fiofldn, emimis RO !p. `� SINGLE rvOA No 17-0420.13 FIXED expiration Date 03/24/2020 TASTRAGAL O.= R>Q31 MOMSEE FRAME MOM(2 TRACK) SILL DETAIL If.SHT.B& sY OUT caOlrn¢E PANEL CORNER ANCHOR DETAILS'C 8 Mian•Sc ton Dnp"7 'G',sHT.B 7 CONSTRUCTION AS'iRACJLL FIXED ❑_ LOCKSISE DETAILS BELOW SILICONE lawp BY OTHERS SEDAM m., ASII7AGA1 08x1- 1�o'm LOL'XSTiLE 9 our 'I PH SMS 444 Mat NJ rLOCXS7IlE 3a. M 1I J NO REINFORCEMENT(ITEM.156)REQUIRED AT ALL INTERLOCKS. PIO X 1.50- PH SMS PANEL CORNER FRAME CORNER Q INTERIOR (ALL PANEL TYPES) NOTES: DETAIL DETAIL . . EXTERIOR 1.SEE THIS SHEET FOR INOMDUAL PANEL CONFIGURATIONS.MAIL NOMINAL ,s°"14°YLYN4/"''0 PANEL WIDTH=4E.SEE SHY.8 FOR SECTION DETAILS A110 SHTS.48 FOR ..a10`�•VGENSF'. *' ANCHORAGE DETAILS. Q'; T D.LO.WIDTH=NOM.PANEL WIDTH-7' 2.PAM(DLO WIDTH=41";MAX.DLO HEIGHT=977/8•.MAX PANEL HEIGHT=106115. :*: No.58705 D.LO.HEIGHT=DOOR UNIT HEIGHT-10.125' 3.(1)LOCK(ITEMS 758 107-110)AT EACH LOCK5T6F.LOCKING INTO KEEPER /n '*• _ PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' (REM 103)AT FRAME JAMB OR ASTRAGAL .•0;(,( Kw num ' PANEL TYPES/EXAMPLE ELEVATIONS :,,p'•.•✓ Ioz .1 4'� 'resew+orw can:OFAUM.FLOW _ \ J I SERIES 770_H.P.ALUMINUM SGD-LMI �',.,S,AONALes-ss JR 0853117 0_ CHANGES THIS SHEET. ...,... ... ie i..- f'l.,��a g4 A._1f�1PE ,° Awa. ...... ... sGp7roxr. NTS 7 .10 0.� PGT0001 G REP 55715 I I PART ILLUSTRATIONS ©®©S © (SEE SHEET B FOR FOR INSTALLATION DETAILS) O 0 rtFi 0 FULL LENGTH 0 ��' CJOF JAMB to 7,� 70 0 0 ea x 1-1,4' Ni aloxa�• ®FULL OF JAMB LENGTH 1�.E. ,J1 5143,x2 ...W......---. -- 5. fm. B•.@ 0 1� ALL REINFORCED INTERLOCK 0 0. MIDSPAN 8• ink. 0 - iitDETAIL'J' © O MIDSPAN© L.L. 0 0 DETAIL I' 1O 000 W/RETAINER STANDARD CUP08 OPW/TRETALCLIP 23 ® — 0 I ® 1�1 DETAIL 7C(FIXED PANEL) 0 0 ASTRAGAL � 10 o 0 0 4 INTERIOR DETAIL 4R 00 �® 0 0 ., , _ (ALL HOWL SECTIONS) DETAIL TS SCREEN DETAIL'O'SCREEN EXTERIOR INTERIOR* EXTERIOR AT HEAD AT SILL (ALL VERT.SECTIONS) DETAIL P SCREEN (2-TRACK SHOWN) (2-TRACK SHOWN) AT JAMB I • (2-TRACK SHOWN) PRODUCT SILL RISERS OPTIONS pRO0 pu1101 UCTREVISEDiNlho Florida; (SEE D.P.LIMIT TABLE IA,SHEET 4 © LL _ NOA-NaCd_o17-0420.13 SEE SHEET 6 FOR FOR q INSTALLATION DETAILS) o 1 Expiration Dato03242020 9.055 ® a lil 0 By.. EXT. - EXT. f 77� 2555 EXT. SACS• EXT. 111 111 0 /�-� 7.5e7" J i �_ � EXT.O FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 5, to• 87718• (NOT VALID FOR WATER 1 (2-1/21 (3-1/4') (4OOR UNIT MAX DETAIL 7 INFILTRATION RESISTANCE) 0 •) DHEIGHT OLD 0 TP. © 1 0 IT '., EXT. rill DCT. EXT. ET. 3.306. EXT. 555 t OI ;® I O tIttI11II1,, old1.887 ••-•-1 ; t �N F1l ''e,��� si','. FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER ©,..-- *. No.56752 T. (NOT VALID FOR WATER (2-1/Y) (3-1/4) (41 - * *_ INFILTRATION RESISTANCE) DETAILN :I,-0: "' ••. S7A tg 13' t'.- a1N.w &,IO a3CM VERTICAL&HORIZONTAL SECTION DETAILS ..�0`,'••.!?omvt.: s I9n/4861® ' S NAL G �,x no. �a u SERIES 770 H.P.ALUM/NUM SOD-IMI .......I l'''''' JR 6631/!7 O NO GRANGES MIS SHEET. CEPIRMT 0 9IT .....� d. p a ari M y. Molall y+6. I A.LTM4058705,P.E. RUC 08.05,09 .utaansmmcra sGo77d Na. NTS 8 •10 PGT0004 G p.Ea surae i 1 i I I Item DWg# PGTH Description Item DWBT# PGT# Description 1 17300 617306 2-TRACK HEAD 68 17339 817339 HEAVY DUTY ASTRAGAL 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL W 17324 617324 TOP 8 BOTTOM RAE 5 17314 617314 FRAME SCREW COVER 70 17350 417350 WEATHERSTRIP MENTON(INJECTOR MOWED) 6 17317 617317 FRAME HEAD/JAMB ADO-ON 71 1E95 71695 1-172-X 1'X 3r4-FITCH FIN SEAL.DUST PLUGS 7 17304 817304 2-TRACK SILL 72 8153 78153X TANDEM ST.SR..ROLLER ASSY. 8 17301 617301 2-TRACK SILL WITH SCREEN RAE 73 8153 7815381 TANDEM NYLON ROLLER ASSY. 11 17313 617313 FRAME SILL TRACK MEAT 74 SKICO1E DOW-803,DOW095 OR GE-7700 14 17305 617305 2-TRACK JAMB 75 8165 781855 GEMINI MORTICE 3-PLY TRJAL LOIX WILONG STEM PATE 15 17302 817302 12-TRACK JAMB WITH SCREEN RAE 78 71932X1FPFX 810-32 X1'FL.S.S.SCREW WI TYPE.7"TP 18 17322 617371 ISLLR4SER 77 7103239 10.32 STEELZNC UNLIT 19 17319 617319I5ILL RISER•HOLLOW 79 17330 617357 1'TG BEAD 20 17321 817321 SILL RISER-LOW FLAT 80 17359 617359 7/16'BEAD I FOOD PANEL GIP 21 17318 617318 SRL RSER-LOW FOLLOW 81 17360 617360 9/16.BEAD 22 17355 617355 !SILL RESER-MED FLAT 62 1224 81P247K VPIYL BULB WEATHERSTRIP _ 23 17350 617354 (ISELL RISER-MED HOLLOW 89 61745 1745 LOWE WG VT XV IT SGL EOE ADH8L .TAPE.POLYET 24 17320 617320 1SELL(RISER-HIGH HOLLOW 100 6052 48052 ROLLER ADL HOLE PLUG 25 17323 617323 SEL RISER-HIGH RAT 101 72167 WAS BUMPER ITEMS 40-53 ARE SCREEN PARTS: 102 1698 71699 DIST PLUG 40 4319 612258 SCREEN SDE RAE-LOCKSRLE 103 8188 78186X 1'KEEPER • 41 7LOCKWGSK SCREEN LOCKSET 104 653 7SDYKEEP SCREEN LOCK KEEPER 42 41818 SCREEN KEEPER SPACER SET 105 17344 817344 FOOD PANEL CLIP-6'LONG PRODUCT REVISED 1 43 8152 68152 SCREEN 0101710 K ADAPTER 106 17345 617345 EXTERIOR FOOD PANEL RETAINER-0'1W 7 7wi0 NO World, 44 4428 64428 SCREEN DOUBLE INTERLOCK 107 1739 71739 HANDLE KIT-INTEROR MEED WITH THUMB TURN NOB-RE CCooddoo 0014x9. 17-0420.13 45 4317 812258 SCREEN TOP RAIL 108 1740 71740 HANDLE OT-RAISED EVERTOR HANDLE Eviration Dam 031242020 48 4318 612257 SCREEN BOTTOM RAIL 100 1731 781625N HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 47 668 7SRAZ •TANDARD ROLLER 110 1732 78178 HANDLE KR-RECESSEDEXTERIOR PULL By 671.3uct Centro 48 668 7SRAX STANDARD ROLLER-ST.SR_ 111 71S34PPSDAX 010X314'PH.PR TEX-S.S. 49 4344 64344 SCREEN ASTRAGAL 112 1235 67818 •WSW,.270-X.170--FEN SEAL 50 17349 817349 OM SCREEN ASTRAGAL ADAPTER 113 1712 64066 .187 X.23WFWSEAL 51 1692 61682 SCREEN SPUNE•.165 114 710X115PPX 010X1-iT 52 1694 61694 SCREEN SPLINE-.15W 115 7103PPT 710X1' 53 61816020 SCREEN CLOTH 118 720XIX 014-20 X P SS. 54 1725 1T X4'X1/16-SETING BLOCS 117 720X1123 014.20X1-1/25.5. 55 1720 VX44 XI/1CSETDNG BLOCK 123 17352 617352 FOODPANEL RETAINER,Wee 61 17326 617326 PANEL STILE(HEAVY DUTY) 82 17327 617327 NTERLOCK ADAPTOR 63 1225 81P248 AWL BULB V/STP.-1111N(760E NTEROCK) 64 1729 71729 SBL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 66 17348 617346 INTERLOCK AWN RENE.(PANEL-WI NOTES: ,„ow!rrrrr 1)ALL ALUMINUM=6063-T6 .'s`Qp1YLYNnr ', 2)ITEMS 0 3,4,9-10,12,13,16,17,26-29,60,67.78.84-99 8118.122 ARE NOT USED AND ARE NOT PARTOF THIS APPROVAL .S.,$.... UCEN4'p /���i eT No. 13; 1F C * 155 TEC/AMOR'OWE 'O'0-•'- .•Q.� N w417e FL3Q7S PARTS UST '- •'-cO5l05•G�?; fFf7f.OFA1/!NI®D •/rte SERIES770_H.P.ALUMINUMSGD-LMT '.1''',I111111"‘NAL- 0`�� JR�7 A.A. NO CHANGES THIS SHEET. ` OWh ab I MT � A.LYNN M43ER PS SMC 8N1 .0 S®1NNA NTS 9 .10 PG70004 G P.0150706 . • 1 1.307 1.050'I-� 1.�• 1050' 1.003' -"1 1.36- I 1 J5-ii- I I1 1 r �� 0.0�• 0.811' 0.062 0.534• 02S0• 0.752 -yI 1.38' 0.067 O.O6T�uJJ""r�10SS .J L (0.04.5• 0.050 I 0.081- FIXED PANEL CLIP/ INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD 17/15') GLAZING BEAD(9/16'1 GLAZING BEAD(1'I.G.) FIXED PANEL CLIP (65) MATL:6063-TO (5)MATS 6663-T6 (80)MAIL:6063-76 (81)MAIL•6063-16 (79)MATL 8063-T8 (105))AATL 6063-T6 0.081' 4.125 6.198' 4.49• 0.062'-j--I 8.198' 0.080' 1 �- �" � - I 1211' 15051�+2• 1 1.b88• 5.069' 0.062 1.304- �`-� 0.081• 1.739•-.-1 I--3.25• - 2-TRACK HEAD'NI SCREEN TRACK ~Y 0-232.• 2-TRACK SRL TOP/80170M BOTTOM RAIL (2)MATL:8063-TO (7)MATE 6063'76 INTERLOCK ADAPTER ' (62)MATL:6083-TB (68)MATL 6083-T8 3.979- 4. 1.487' 6221' I D 2-TRACK JAMB W/- / } 0.062'-..-� 2-7RACK JAMB SCREEN TRACK 51 0.075'J 1.�s (14)MA71.:6063.16 (15)MArL:6083•TO 1.641 FLUSH FLAT SILL RISER . 1.6• (18)MATL:6063-2'3 1.133' 1:1.1372:j O,OgO PRODUCT REVISED2-TRACK SILL W/SCREEN TRACK vI N EV Iho FIa4d I ,f3.125• 0281• 0 (8)MATL:6063-18 NBA-No sodaHEAVY DUTY 522E HEAW DUTY ASTRAGAL 019' ROA-no. 17-0420.73(61)MATE-6063-2'6 (66)MATE-6663-TB OA6T ( T�{� ,� , ....7........2.73.-042.0.123.1 .vlmnoa Dace 03242020 5.069• _I SCREEN STLEI 0.702 T 11 0.709• J I 0.7(19' 07 �� 1' J 0 MbmI-Oa••Product CZ8AS T (40)MAIL 6063-16 0,080. 0.080• I�I � 1.045' 0.080' -J 0.663 -� L 0.555 1.211'0.080'---k^j 1.254• r SILL TRACK 1.993• (11)MATE-6063-76 FIXED PAI•LL FIXED PANEL .681' O.O6Y RETAINER,7/e• RETAINER,9/16• 2-TRACK HEAD 0250'J ; ( 0 815• (123)MATL 6063-T6 (106)MATE:6053-TO 1 ! (1)MATL:6063-76 SCREEN TOP RAIL REINFORCEMENT -- f 0.750' (6),AA 6631 (45)MATL 6083-16 9 --1V --0.232' _....1 (+-075 (PANEL LENGTH- 9') L 0.062' 0.062'------ SCREEN BTM.RAIL -1 0232' I BAST - i 0.750' (46)MATE:6063-5'76 0.235' 0.062• 0.906' 3.955' 4.055' 3.205' 3.305 2.555• `•plWnnhry �1 G 2-555" i I ``.S,`pNY LYIvA, ' o.Bsr -III 1.582 \-... �: UtENSF••.l7�% 11 =*: N5.sans '.9 /IL__ 1 t .1.9„. / 0.062'-.-Ir 0.067---II 0.067•---u--- _ *- HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FIAT SILL RISER l (24)MATL:6063-16 (23)MATE 6083-T6 (21)MAT1:6063-T6 (18)MAIL:6063-TO (20)MATE.:5063.76 (22)MATE 606348 (25)MATE:6063-T6 = 3. 119_ 0; IbNTEOPER S,OMVE ' •:fro xv 9 011 on I_ -�EXTRUSIONS S r.....'•'?.�I oarr.o:A,mcra� SERIES 770 N.P.ALUMINUM SOD-EMI ',`r5'',1111111"‘A '0'. JR (4123/17 0 110 CHANGES A85 SHEET. �`Y a.n ae r '�. A.LSO NLER P.E. S Y•ORWIR NTS 10 +10 aw PG10004 G P.E.V sew SMC M051/9 �aa� xaaonalmsm I I I I I I 1