Loading...
HomeMy WebLinkAboutProduct Approval i CLASS Inc. I t I } I R&SoEr4 C (a, 8T 5o s. p e e(an Jtr)gE!n R 11, F-L 3YgS lr�lo-i" 113 T" 1C6i-j)i rQ` I - PGT SGD 770 Xr"1;O #.� 3570 S.E. Dixie Highway • Stuart, Florida 34997 • (772) 286-0459 • Fax: (772)286-0461 Advanced Architecture & Planning LLC Architect & Planning 757 NW Waterlily Place Jensen Beach, FL 34957 (772)631-5709 Wind' Loads tor Si dling -Mass 1)oor-Uertflt cation; July 27,2015 Bill Laprade GlaS Prviwai�iiai� Stuart,Florida Cell: 772-283-0616 Email: glassprofessionals@gmail.com - Project: Replace (1)Existing Sliding Glass Door, Crawford Residence, 8750 S. Ocean Drive Unit 1131 Jensen Beach, FL 34957 Dear Mr. Laprade: Please know a wind load analysis was completed for the following: 1. Sliding glass doors labelled#3,4&5 NULA 14-U 128.11 by PGI'Industries, Series 770,Aluminum Still with reinforcements, glass Type 4 or 4A, with minimum sill riser of 3.25"and Large and Small Missile Impact rated. Allowable Design pressure of+90.0 psf&- 130.0 psf. Using the ASCE7-10 to calculate the applied wind loads for the window and sliding glass door replacements, the folio winiz Parameters were used: Sliding Glass Doors height less than+/-100 feet with top of building height at 174 feet; Exposure D; Wind speed 170 mph;Enclosed Structure; Category II, Wind Zones 4 & 5; When taking into account the external and internal pressure coefficients and adjustments per the ASCE?-10, the resultingand govenYing and mos t sevel-e al�l�lie�1 {I�SYYCI 1)r?SS,Yr c�snYes j€Y+ c5,1 l'sf(-8=.'=psf, With all systems installed per the above noted NOA,the allowable pressures all exceed the applied wind loads in this application and is therefore acceptable to my office. If you have any questions, please contact me at any or_FL!90 Thank you, C?• ADVANCED ARCHITECTURL Pl-AN ING 573 6 AA-26002 • Ravinond Chladnv, B.arch_Se.,March, rFRED -PP AIA,NCARB, Li 4: AA 3 7 -+3 MIAI I.:D UE MIAMIDADS COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOlI1C RESOURCE$,(RER) 11305 SW 26 Street,Room 208 BOARD AND CODE ADIN-11NIStRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE, e�OA) �v%viv.nriamidade.eov/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(AT-IJ). This NOA shall not be valid after the expiration date stated below. Tire Miami-Dade County Product Control Section(In Miami I)ade County)atid/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 ATTJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RV,R 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 applicabiebuilding code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Lone. DESCRIPTION: Series 11770-IIP"Aluminum Slidhig Glass Doors w/Reinforcements-L.M.A. APPROVAL DOCIIIVIENT: Drawing No. PGT0004, titled "Series 770 H.P. Aluminum-SGT)-L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/1.4 and latest update 03/05/15,signed and sealed by Lynn A. Miller,P.lE,,bearing the Miami Dade County Product 1 Control Section Renewal stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IWI ACT RATING:Large Missile Impact Resistant LABELING: Each unit shall bear a permanent .label with the manufacturer's name or logo, city, state, series, and following statement: "Mia.mi Dade County Product Control Approved", unless otherwise noted herein. RE VISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code zregatively affecting the performance of this product. 'I`ET2MINATION 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 autoinAally terminate this NOA.Failure to comply with any section of this NOA shall be cause for terminatiti3d rinoval of NOA. ADVERTISEIMENT: The NOA number preceded by the words A�i�Dade County, Florida, and followed b the expiration date m1 be displayed Tru advertising liter If.any portion of the NOA is Y P Y ,. displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the a %y the manufacturer or its distributors and shall be available for inspection at the job site at the request of the ""i`ding Official. This NOA renews NOA No. 13-1009.07 and consists of this page I and evidenc agesf-1,-1,E 2 and R-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. J . NQ 106.08 QM1WAM1-DMADE1Cff0=U1NTYExpiration_ Date: Marco ' 4,2020 OEMApproval Date: Ma- ".2, 015 ' ttt'� Page I k f T�`.�T'Iniostrees,Juc. A. DRAWINGS I:: Matnifaciurer's did dfawings and sot5dom.,: 2. Drawing No. PGT0004;.titlod `Series 770 11.P. Altimirttim SOD — LM.T.", sheets 01 through 10 of 10, dated 08/05/07, pr=epared by manufacturer, revision "E" doted 12/31/:14 and ldtcst ttpi ato 05/0$/165-signed and sou-ted by Lynn A.lviille ;P.E. t. TMISTS 1. Test reports ow 1)Air Infiltration:Test;pa,FBC,T AS 2024.94 2) Uni o ii Static A.it'p ssitr6 Test,Loading per TBC;TAS 202--94 3) 'Nater Roistarice Tort;.t�,cm,FBC3 TAS 20294 4) targe missile T.1hpnot T9-t pot 11130,TAS 20194 5) (�yo)W Wind PvOssm--°-,Londing.per V'13C;TAS 203•--94 6)Voiced Btitry Test,per]S.18C 2411.3.2:1,and TAS 202-94 along with inarlred ip,dramNIngs acid installation diagram of Aluminum Sliding Glass Door (XOX), prepared by Fonestraflop Testing Laboratory, Inc:, Test Report M. M-7825,elated 06/10/2014, signori and sealed by Idahms Ortega,P. B. 2: Test reports on-, 1) Air 202-94 2) Unifolm Statio-Air Preis trc Test;Loadirng per FBC,TAS 202-94 3) eater kesistonce Tose,pet t FBC,TAS 202-94 4) Largo Mi Milo Impnot Test per FBC,TAS 201-94 S) Cyclic Whid P°es'suro Loading per FBC,TAS 20394 6) porcod Bntry Test;per FISC 2411.3:2.1,and TAS 20294 along with marked til drawhigs nd his;tallatiori diagram of Aluminum Slitting Glass Doors (Samples A:1:1, A42, B-1, B-•,2 and C•-•I), prepared by Fenestraton Testing Laboratory, lrio,;'Test I epOtt No= TI.1,44688 bated 09%13/2013, signed and sealed liy Martin D,Brillson,P. Bi (Srtbrrt$tted under pr ooiome NOA Alo313 4069V) 3. Test reports on 1)Air ffiriltration T€:st,pe'r F8. ,TAS 20294 2)Uniform Static Air Presgure Test,Loading p6r FBC,TAS 202-94 3) eater Resistance Test,per FBC,TAS 202-94 11)Large,Missile Impact Test per FBO,TAS 201-94 6) Cyclid Wittd Pretisom Uading pet PBC,TAS 20394 6) Porced E itry Te t;poi p`13C 24:11:3.2.1, and TAS 20-94 along with inarleed-yip drawings aft€l Imtollation diagt°am of A:lu it irn SlidihgMug Doors (Samples A--=I, A--2; T-3-1 P322 ar'ttl C-4); proparod by Fonostration Testing Laboratory, Inc,, Test Report No. PUL-5998R, dated 12/29/09; revised, signed and sealed by Julio Gonzales,P.1✓: (Submitted ander pi-evions t�t'7�N& G'�=�t�S2r5�12) .i':time Y):tiascon,l' E. i Product Control Section Supervisor NOA No.15-0106,08 Expiration Date: March 24,2020 Approval bate: March 12,2015 T PGT Industries,Inc. NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTIN'u D) 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 T�iipact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.32,1,and TAS 202.94 along with.marked—up drawings and installation diagram of Aluminon Sliding Glass Doors (Samples A--1, A=2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F L--5'998, PTL-6005 and I�"I'L•-6012, elated 08/10/09, all signed and sealed by Julio Gonzales,P.E. (Submitted under previous NOA JVo. 09-0826.12) 5. Additional reference supporting Test Reports No.'s .ATI72138.01--401--18 and 1i rL-5254. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 54f` Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Lynn A, Miller, P.E, 2. Glazing complies with ASTM.E1.300.44/09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). .E. MATE,RIAL CERT11I+CATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer"dated 03/12/15, expiring on 12/11/16. F. STATE,ME NTS 1. Statement letter of conformance to and complying with F.BC 5"Edition(2014),.issued by manufacturer, dated 12/31/14, signed and sealed by Lynn A.Miller,P. E. 2. Laboratory compliance letter for Test Report No. i+T.L-7825, issued by Fenestration Testing Laboratory,Inc„ dated 06/10/14,signed and sealed by Idalzuis Ortega,P, E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the Ia�vs of. the State of Florida, dated 01/27/15 and filed by the Secretary of:State. 4. Statement letter of commitment, issued by manufacturer, dated 02/20/14, signed and sealed by Lynn A.Miller,P. E. -- (Suhndtterl widerprevious NOA No. 13-1009.07) rl --- Janne D.Gascon, .E. - Product Control Section Supea-visor NOA No. 15-0106.08 Expiration Date: March 24,2020 Approval.Date: March 12,2015 � E-2 GENERAL NOTES: SERIES 770 H.P. LMI.SLIDING GLASS'DOOR WITH REINFORCEMENT DESIGN PRESSJRE RATING 1HPACTRATING SEE TABLES 1&1A ON RATED FOR LARGE&SMALL 1)GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET 4 MISSILE IMPACT RESISTANCE GLASS STRENGTHS:T=TEMPERED HS=HEAT STRENGTHED INTERLAYER TYPES:SG= .090"DUPONT SENTRYGLAS G4-7/1 LAMINATED:(2)LITES OF 3/16"HS WITH.090"SG INTERLAYER. G4A-9/18"LAMINATED:(2)LITES OF 114"HS GLASS WITH.090"SG INTERLAYER. G6-1"LAMINATED INSULATING GLASS:3116"TEXT.CAP+318"AIR SPACE+7116"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH.090"SG INTERLAYER. G6A-1"LAMINATED INSULATING GLASS: 1/4°T EXT.CAP+5/16"AIR SPACE+7116"LAMINATED:(2)LITES OF 3/16' HS GLASS WITH.090'SG INTERLAYEP 2)DESIGN PRESSURES:A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. . B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. NOA DRAWING MAP ANCHORAGE:THE 33-113%STRESS INCREASE.HAS.NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE SHEET ' DETAILS SEE SHEETS 4-6. GENERAL NOTES............1 4)SHUTTERS ARE NOT REQUIRED. ELEVATIONS-....................2 5)INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. GLAZING DETAILS...........3 6)REFERENCES:TEST REPORTS FTL-5998,FTL-6005,FTL-7468,FTL-6012&FTL-7825. ANCHORAGE.....................4-6 ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL DESIGN PRESSURES...._.4 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ELEVATIONS................. 7 HURRICANE ZONE(HVHZ). CONFIGURATIONS...........7 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. VERT.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 HORIZ.SECTIONS__........8 EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2&T. PARTS LIST....-_......_........9 EXTRUSIONS....................10 D-L.O.WIDTH-=NOM.PANEL WIDTH-7' D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" Group Anchor Substrate, Frame Min.Edge 1A(n. PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" P Mombor Distance Embedment Concmto(min.2: sI) ea ISlWamb 1' 1-818' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6: 1 114•Elco Uitracon Urggouted CMD,(AS1M 0.90) Jamb only 2-1f2' 1-1741 Grouted CMU(ASTM C90,min.2 ksl mu0 Janb only 2-7(Y I-aw 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE 114•Etw 410 S.S. Concrete CMU, (AS 5 ksi) Head7SiNJamb 1• 1-314• 2 Ungreuled CMU,(ASTM C-90) Jamb ony 24f1` 1-114' COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED ELCO ANCHORS. CrateFlax P.T.Southam Plno SG=0.55) HeadiSiNJamb V 1295 SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND Concrete(min.2.85 ksly HeadlSlll 1• 1.318` SUBSTRATE REQUIREMENTS. 114•Elcoultmcen, Un routed CMU ASTM sl) Jamb i• 4-114• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. P.T.Southam Pine(SGC.50) Head/b only 9.1. 5318' 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2°THICK.1X WOOD U12,19 e°410 Atuminum 0083 T5 FleadlSuu.tamb' 318 oA7t• S.S.SMS, BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID Steel,A38 HeadtSllUJamb' 918' 0.0�' CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 3 (min ri threads/ht) Sleet Stud,A853Gr.33 HeadlSUl/Jamb 318• 0.0451• GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO Concrete(min.3.275 ksl) HeadISlllfJamb. 1-t/2• 1.318• PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND 114•Elco 188 S.S. Ungraulad CMU,(ASTM G-90) Jamb only 2• 1-114• INSTALLATION.(S THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Aggro-Galcr Grouted CMu(ASTM C.90,min.2 kst grout) Jamb only 2' 2 OF RECORD. PROvucrReJstml:U A.T.3outhem Plan G=0.55 HeadISlWJamb 1• 1.318• r P.T.Southern Pine(SG=0.55) Hoad'SIIUJamb 9118' Two- s idin l'IS with rho Ploriu 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS BwTdinB� REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE 4 5112,Stcei SMS G5, Muminum,608375' HeadlSllVJamb 318' 0.071• 1p pte:No REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (min.H IhroadsM) Steel,A38' Head7SR'Jamb 318` 0.050• p fJoa 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT steel Stud.A653 Gr.33 Head1SIIUJamb ae• 0.0451' REQUIRED,IFJJSED,NON-SHRINK,NON-METALLIC GROUT,MAX.114' °MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. 7TtsmTDadc Proded a+IM`t THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. AND tool TRANSFER AD TO SUBSTRATE.IF 30#ELT PAPER OR MASTTISUBSTRATE IC IS REQUIRED ETW ENTHROUTAND `�t�OIdY LYNN WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING p�,•'ucENSF•..lF� a1:' JURISDICTION. err aw eswt,r.: nwtmr =�O gr'TE L(7�z J.J. 10112111 C F80201000DECHMGE _GEfUERAL NOTES AND MAP ''oto '•FL DRIDP C��` 107OI E0111MOGYDRNE JR 09/183 D ADDITIONALANCHOR&HIOHERDP NOKO.WS,fl. 76 SERIES 770 H.P.ALLrP�G' UN1 SGD-LPr4! sS!pn/gL FN�� JR IM1114 E UPDATEDTOFBC 6THEDITION 2014P.O. �,,� ¢�,; snuc as.ep». r+n NOKOMIS.FL 30274 w A.LX�JH'tellL��i,P.E. MH 005M7 RSt fLL1 saono .P. NTS I - 10 POT1004 � iE P.E.058705 MAX. l X!'L1T MAX. N:f P+RI' WIDTH,Wy ttttDT f465(19' i MAX. r ? 6N DOOR ' DOOR re ti i t , HE GIRT UNT8 a 9 i ,` Dfl1� jos„ ' _ �E GHT .t i 109, i' MAX. l MAX. t DOOR p E "dlgH�E.,4.Qtvldrth'cFfurislh, ;�`: ft's. i1 t PC�1�1 kGHT 4 iy1i63Luz&�:e�Gvt&ssr edt lit NIP t S F o/4.xoAPPROVED CONFIGURAT[ONS, rtuiutr c xoctbiWcEFtns+sttEEr ?' MERWdOr °'°° m�;r�cxxaoov©ann� ELE11i427�NS, JR t79&w3 D NaCNANr*FfUS:SXEET t ` JR 1T/31/14. E NOCNANGET flSSIiEET aaenzss S '{E '7� t'r ELOMlrVi44r'SGD-EMM omnnex ca�z xuras:�s",:eesaar�c 1°aP6i0d'g ,.�;. ,�,� r , va. strc o"aw e n �' nt t»? as �:sc, >. oaax�rz f . xd'' Fid• PiGN00M. p a zzn . 3/16"HS GLASS 3/16"HS GLASS — DUPONT.090 SG DUPONT.090 SG EXTERIOR _ RE 3/16"HS GLASS 74 31874EXTERIOR 7/16"NOM. 3118"82. _ -�•314°NOM. $ 314"NOM.GLASS GLASSBITE 79BITE547116"LAMINATED GLASS TYPES G4 1TING 55 GLASS TYPES G6 SG=DUPONT SENTRYGLAS 114"HS GLASS 3/16"HS GLASS EXTERIOR DUPONT.090 SG DUPONT.090 SG 3116"HS GLASS 114°HS GLASSr3G 6116"AIR SPACE —� 74 1/4°T GLASS EXTERIOR 9116°NOM. l"NOM. 82 PRODUCT RENGn`F.1) T 1 83 314"NOM. "a oomplyhg w14h tlw Florida :� GLASS litdlding Colo /4 pP�¢ncer7u gViS[•v Fr 79 BITE .gygim�opDac aC7G 511 •ldiasui Daae p,oauct C'MAIa �II'1111l1/ 54 ply I L N 4j, �� ,.•.•....... 1" , LAMINATED INSULATING n55 P,• Y�GENSF'•., 9/16"LAMINATED GLASS TYPES G4A GLASS TYPES G6A ^J 10/12111 FCS NO CHANGETHISSHEET GLAZING DETAILS 10707ECHMO10ovOR7VE JR 08/2D/19 D BEADING&TEXT NOXOMA FL 34275 JR 12J3!/f4 E NO ro soxta2o SERIES 770 H.P..ALUMINUM SGE-LMI _ sawrmat satr seat aH+nw n.r. A.LYNN MILLER.P.E. Sl C 08/05/09 app a� NOKD.Ml3 F134274 IRT. SGD77D11P. NTiS .� °�10 PGTOODd E P.Exsalos TABLE t. '' . Efesi nF'tessura DP and Anchor CltantiflasRequired fi (&reralTa31i7rQ1t .Caraft uragans,Sfteafl's11tLTlassTypas,.Sheat3} � `—` Dow#wkfalghtf.1) Relafa*ced1ntedwks ST 94`.` 90* 95^ lI HEaW-dt Iy Asitagat• %7w(DLOJ. Z--?IW(OLD) 71,,-7ArML01 67.-7t8"��j- 9mv(ma) Hea y duSyShlos. Anchor Group Ar rttiac�p. Anchor Group Andw Group A,"4w Grm:p, Aadvor Grvp ,182 4' �•t.82 3 ' 4 ',t&m 3 4 fW-130 +90Li3C +96t30 +gy.126 +90ft30 +e9J-t3a- tiEAW DU TY STILES24• ISF .C5*2 C5+2 -CM C5E2' CS*2 CS*2 C6+2 C5+2 CS12 Cs+2 C5+2-:t;5+2 ria+2 G5+2' EEt2 GS+2 C5a2 q C4a2 E;6+a- f4 10 t0 tU t0. f0' t0. 16 i0 to t0 t0 fa 12 t2. 13`. 12. 12 12 .ftt i . C - OACPstt. +M-130 +Wi 136 +9tX-Im +EW�'�.."� +fl[71=23{t 496l.-13Q ., F �30' aI HsadtS?:Y C6+2 C5+2 C6*2 .'C6+2 :.C3+2. C5+2..M21 C5+2 =C.512' C5'r2 C8+2 'C6+2 ;Ca+2 t"Sx2 E0+2 f:8}2. fl8+2 '.C7h2 C7+3:.` ( s Jamb ',0' t0 t0 is ' 10 1n 1 10 1 12 t6 t0 10 1 12 t0 12' 14 t2' 12 14 OP Ir-1! +90/-130 +w=176 194f-m. +9511.136. +�C}t�t".s1 4=43'3 v,.s.._. . + 38` 'SOI, Ht,2tltSSti CjCO22:CS+�2 �2 €S'+2 CH+2 Ce+Z- C6+2 CS+2 C6+2 CZs2 .Cs+2�.GF+2 f,CIr3 CT+Z-'v;z Ccs+2,".'362 imb 10 t0 10 14 to t0 : 10 f4 t0 L1&: 12 At:.LtC�a"fEF2L,Ou WITH;"€FIE#6�+Y:iF -CBSrfREINnRCeAM(pat} sm-Uv 19Cd-t?0 19M t30i +9it-I'm +W;f2iA 38' — --- -- E'er-.1}V.'4,04'�`f".�TMES;47 laO M,aad(59F C2C�+2 ' ]I',+,. Ca+2 'C742 �+2 W+2 07+2 C9+2 .C&+v-�'C€4z •E:a12 Cdt2. C�wp C8s2 {�r2 } Jaa;b ELF. , S4'. t0: 14 10 10� le is 10' 12 to :2. 13 ta. f2g6! +96130 +46'cf3aJ1-5.:S4,tiFes'+;8,. Ce+3 GQ+"+ C&s3 :CT+3 CCT+3 07+3 C7+3� CAwB Ca+3 E9+3 03+3,.'OZ+3 M3 CS+ '' .C2+2 C&3 1Y 14 t4t0 19- t0 t0 f6 11t 12- r `.?r' C: !44ATEJAMa.ANCHORSliRESPECIGiEVASTt~fETOTAt:£!£!lt+' itY,DEViO. S-YZFOR?'At:tSTOBEINS,7-AL$ED; I — At', E GLtt 'S f; I.POSITWE PREMRES,MITABLE ARE eASED O'+S'.ThE USE OF THE e SILL. 2.WHEN USING THF 2 562'SILL,POSITIVE DP B-+0;07 PSI'GIA :AND l"JITH THE 3'V44 SILL, POSITIVE PRESSURES IS 60.0 PSF UAX � TABLE YA:. �ti (NEGATIVE PRESSURES UNCHANGED):SEE TABLE TAOU THIS SHEET: 3.2.f/2-,3 1/4'AND 4*SILL HEIGHTS.ARE TESTED FOR WXrER INFILTRAT ON WHEREAS lnflitratlan ftaic}}.' 4 THE 1 11r SILL IS NOT AND MUST,ONLY 3E'USED WIHERE.WATER RESISTANCE is NOT v (F}Qcsziyry MODUS tENEW11D Oi ILF.xGTtT - 33i kLharit{eE11', REQUIRED. POSETIVE DESIGN: o ns mragtkn g rvl httz zt b nl4 PRESSURES,SMOWN IN TABLE t MAY BE.USEfJ asa'urs a,�t�•�du �ry r i WHEN THE DOOR-ES PROTECTED BY AN aklExRj*V.WG COMPLYING WiT?3 THE CURR.- OH LENG714_ t4031z-1-1l2° :. ses Hors 3 OH'RA is x2 1#txchuc k^ FLORIDA BUIt:DING.CODE(SEE ADJAC¢Pl'6D3�1't"sEZ'Vt�j„THESC�UNDITIONfSNOT,"�tTELx OS°E', 'OHNcirublT FOR WATER INFILTRATION FIEIGHE" ti°9dum- iti EMU 4S L - V,SEE SHEM1,,5:i :FOR ANCHORAGE SFAM1IG,EDGE OtSTANCEANDEItR1m- RENT EQUALTOI2Lmstout* tGcnm, --v i Wgh-4' +9AFI ENFORMATIF}NOF GRFATER SEE'NOT'ES t 3 f{ 5.DOOR SIZETOCOMPLYWITHFBCEGRESS''6REQUIREMENTS, c5l,tacre. D,LC WIDTH=NOM'.PANEL WIDTH-F SEE P�OTE.3 D.L.O.HEIGHT=DOOR UNIT HEIGHT-10;1251 PANEL HEIGHT=DOOR,UNIT HEIC41T-2.006" N0:067ti& BJ. iQf17/t7 C NO a" v • H ramisuu LmraaA�, DPRl1I1.3r�NCHOt7n'�'GECHART „ JR. 2 2918 011 3' ACa0 OAMLAN0f09WGf.TtTP NOitQttt9`Pt 3f27it f.ur5�� ti v,' tx 12+.11114 vO`CmmGETfw$N£E7 =�a9oxtsua SEIRdES_X7171f:P_:.4L1J�fi9Ih1UMSGLT- ,iHl� ,rx"r:atx ttay. N/J€r6d2FA 66,64774 - cam +ae r.+++Qxz 4' A,CY#+!t€MkEtEti{8�E> � s141c r 2YSrD9 € sao�X6FxF. 4 m'ffI PGI2 a", E. P.e.aer s; - ANCHORAGE REQUIREMENTS NOTES: - NOTES: 1,ALL DIMENSIONS SHOWN ARE BASED'ON' ASTR��G—ALOR INT. ASTRAGAL OR` It'lT. ASTVAdA—LOR MINIMUM ALLOWED. INTERLOCK -114TERLOCK -�--INTERLOCK 2.METAL SUBSTRATES SIMILAR TO WOOD CENTERLINE CENTERLINE CENTERLINE :Z SUBSTRATES AS SHOWN. T.75" ti 3.w. 'DIAGONAL,D.C.DIMENSION IS 4,051",SEE- 16" 4 7- 5r CLUSTER DETAILS,(APPLIESTG ALLANCHORSY,, #A51' [i7 Y" 2111W* - 2x WOOD BUCKTYP., EDGE DIST.. 2.04' 2.04' 2A4"SEEANCHORN0TE ---4 SEE CHART 31 SHT-I. SHT.I" 1—7" —f Z-TRACK ASTRAGALI INTERLOCK 24RACK�ASTRAGAEJ INTERLOCK EXT 2-TRACK,ASTRAGAL h INTERLOCK LCHART,SHIt 6-ANCHCR CLUSTER-C5 6,ANQwORCIL9MTIE9-C& BANCHORCLUSTM-C&. ASTRAGAL.OR MAX. .,SEE CHART,SHT.I WT- INTERLOCK 114' EMBED SHIM L 11w MAX.SHIM EDGE DIST., CENTERLINE WOOD kG5V -SEE- -,X WOOD SEE CHART 7' CrlTllyp, SHT� DIAD. LA ANCHOR NOTE2.SHT-t t 3.5- DETAI 2-TRACKWISCREEN.FRAME HEAD SMEANCHOli WOOD,INSTALLATION Naf-E ai,SRT-11 TYPICAL BANCHOR-PAIR!FQR; V ETAILS-G-&-E-,SEE ELLVATIC�'( FOROQC.SPACING,SHEET 5� ANCHOR TYP.l. CONCRETE EDGE DIST:. SEE CHART SEEANCHOR ~ Ab �:2 ifir NOTE:11,SHT.I. SHT.1 2;r.RAe.X ASTRAGAL/XTERLOCK, 7ANCHORCLUSTER-C7 EDGeMSM., EXT. Ef&9—XD,,SEE' EXT DETAIL D;2-TFtlkCK FRAME JAMB VVIBED, SEEZFART CHART.SHT-1- _.4, SEE CONCRETE INSTALLATION sKr-t F CRAM, IM" NwzwsurKTYP.,SEE tfi'iSOt Lk T SH MAX ANCHOR,NOTE 3 SHT.I SHIM WOOD J­ ANCHM,-NP..SEE SSEANCHOR: ANCHOR'NOTE-2,SHT.l EXTERIOR INTERIOR'. NOTE 3,SHT.I DETAIL B.2-TRACK FRAME HEAD CALL VERT.SECTIONS}, uw ',CONCRETE- WOOD INSTALLATION EMBED.,SEE MAX. CHART,SHT.I SEI -WOOD ANCHOR 7YP.,SEE EDGE DIST., KNICHOR NOTE Z,SHT.I IW'MAX SHIM NCRIETE ANCHOR;TYP. SEE£HARE SEEANCHOR NOTE f.SHT.-1 SHT.T DETALF,2-TRACK FRAME HEAD momr,XFNB%VW ff 2XWOOOBUCK'TYP'-SC-E11 a 1/4"MAX. twCHOR,Nom 3.SHT.I- CONCRETE INSTALLATION (SEEANCHOR NOTE 5,SHT.1) EMBED.,SEE 114" 1 4ZA"Xo -1, 2411V (SEE NCH R GROUT AS REQ. CHARTSRr� W 0 -00 ANCHOR N( CONCRETE CRs,,ivasaPr°eKtCcntmL f; EXT- TYP-,SEM ANCHOR EXT. NOTE 2;SHT.,1! 2x WOOD BVCKTYP-SEEy4,.�EMB :.SEE \,YNN,�. CHART, T; 2-1/16" EDGE DIST_ EXT. ANCHOR NOTE3.SHIII. -C SHT.I SEE CHART DETAIL E,2-TRACK FRAME JAL48 DETAIL -TRACK SHT-1 CONCRETEANCHORTYP. DOE DIS,T�: go,5&705 Cs 2 -11,SHT.J", WOOD'INSTALLATIOtf WOOD INSTALLATION SEE ANCHOR NOTE SEECHAR DETAIL G,2-TRA.CK FRAME SILL SW 1, GG_rt C CR- NSTrvwam- m. AUXT[ON; ANCHDRACIE,OAMPLE CLUSTERS REFORENCEPOINTS JR M20113 .ag , Vmui-1W.— 'SERtES,7,70 RA,AL UNNUM SGD-L Ml JR 12131114 7-1 NOCMG�ETNS-I�HJL-r 5W _ aft. wo 7rk�vr— — WK SM6. J� O&WO9 A. -A Rea 6ams PANEL LETTER JAMB DETML'IC OR'U, NOTI- SINGLE SHT.8&ANCHOR 1.MAXIMUM NOMINAL INTERLOCK LOCKSTILE DOETAILS'D'&'�E',S HT.6 INTERLOCK DETAIL'J', PANEL WIDTH FOR ALL SHT.8 PA14EL CONFIGURATIONS SINGLE EQUALS 48" INTERLOCK LOCKS77LE ASTRAGAL DETAIL'M, HEADER DETAIL'!',SHT.8 LOCKSTILE E SINGLE EXTERIOR &ANCHOR DETAILS'N,'.B' MITERLOCK &'P,SHT.6 �1 a 191 112"MAX.UNIT WIDTH e'/T LOCKSTILE SINGLE iYl INTERLOCK 41'MAX NOMINAL D.L.O. PANEL SINGLE ASTRAGAL WIDTH .1 -WIDTH INTERLOCK OU . �� ASTRAGAL SINGLE PANEL PANEL PANEL PANEL O� -� INTERLOCK TYPE TYPE TYPE - TYPE Isox0+7p 'R' "L' 'D' 'P' NASTRAGAL SINGLE 97 718"{108" (BOxO X. IN INTERLOCK 1 MAX. / / / / DOOR SINGLE ASTRAGAL D:L.O.UN1T poxc0 INTERLOCK IN 'SEE � YP. TYP. , r SINGLE FIXED KEINE. NOT3 REINF. I INTERLOCK LOCKSTILE FIXEDEcm SAFGLE LOCKSTILE INTERLOCK _._...... -- T ASTRAGAL FIXED SEE FRAME& OXXO(2 TRACK) SILL DETAIL-H,SHT.$& our LOCKS77LE PANEL CORNER ANCHOR'DETAILS'C'& CONSTRUCTION 'G',SHT.6 ASTRAGAL [L FIXED DETAILS BELOW SILIC014E LOCKS77LE MOM) IN BY OTHERS sFIXED ASTRAGAL #8 X I" {soxam LOCKSTILE OUT 'PH SMS ry FIXED �I] ASTRAGAL v' LOCKSTILE IN (sure+/ PRODIICTRENE\VPA NOTE: m oompl7�ng wlth the Florida nandlr�Dade REINFORCEMENT(ITEM#66)REQUIRED AT ALL INTERLOCKS. AxeP'�tcoAb � #10 X 1.50" ii�rpt wale PH SMS QPANEL CORNER FRAME CORNER INTERIOR ea+mnl R°&P.nd K,Onnin DETAIL DETAIL (ALL PANEL TYPES) NOTES: EXTERIOR 1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINALlul `��`� LYNN RgI(���Oi .PANEL WIDTH=48". SEE SHT.8 FOR'SECTION DETAILS.AND SHTS.4-6 FOR `���-';CENSE ANCHORAGE DETAILS. �' 4 D.L.O.WIDTH=NOM.PANEL WIDTH-7' 2.MAX.DLO WIDTH=41";MAX.DLO HEIGHT=97 718',MAX PANEL HEIGHT=1061/8". $r ' 131-0.HEIGHT=DOOR UNIT HEIGHT-10.125' 3.(7)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE LOCKING INTO KEEPER �810� PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' (ITEM 103)AT FRAME JAMS OR ASTRAGAL. - ;.!-f fjjz Rgalar.dY H/Ntbrs i-Q p 5��� �/z J.J. 10117/11 C NO CHANGE THIS SHEET '� S�TEor ,� 1070 TECHNOLOGYDRIVE NEL ���. ,. fiLomor'' JR 08/20113 EJA., REMOVED HSS BRACKET ROxOA(l FL34vs SERIES 7711N.P ALUMINLlMBGD-LM! `SS1AJR (21911,4NO CHANGE THIS SHEET Pa oax 1529 me ,,, ,,,,, �iRIM01WS,FL a42T4 T LE.0587SMC O$�03/09' IISODT70KP. NTS 7 TO AGTOQD4 E :P.EF 59705 C' FART 6:LL`USTRATIONS to f'62 1t1 03 Bf 68 (SEE.SHEE'e S EOR FOR INSTALLATION DETAILS). '- 65 Bt i 81 FULL LENGTH 14;' 66 14 108 OF JAMB, - 'Bt. .75..., f N3FULL 0&Xt-114" 9iOX914' t25 OFJAMB LENGTH _. SMS;X2 - &MS,X3- ALL REINFORCED INTERLOCK 113 IDSPAN 103. t.t3 DETAMT 5 MIDSPAN � DETAIL'L'. 63 .41 't5 7 2' STANDARD CLIP OPTIONA3:CLIP f"�{ 52 5ti12' RETAINER WIRETAINE33'k923 W/ 112 s., ASTRAGAL p' '45 DETAIL-K(FIXED PANEL) 52 '4c 45 ' DETAIL V INTERJOR,, t 52 51 __j 1t2' (ALL I'tOkZIZ SECTIONS) { 53 2 B(TERIOR' DETAlL'N'SCREEN DETAIL'O'SCREEN. EXTERIOR INTERIOR* AT HEAD>. AT SILL (ALL VERT.SECTIONS)' DETAIL'P SCREEN. (2-TRACK SHOWN) (2 TRACK SHOWN) AT JAMB (2 TRAcKSHOWNN) SILL RISERS OPTIONS, (SEE D.P.LIMITTABLE IA,SHEET 4 GN SEE SHEET 6 FOR FOR / INSTALLATION DETAILS) 5' ?. aro 4 ` r^ {. 19, 2.55.4 EXT :3.305'- Elul i'S EXT. EXT. FSG 7 aT t. FLUSH BOX SILL RISER L'OVYBOXSILL.RISER NIEDIUM BOX SILL RISER HIGH BOX SILL RISER MAXACr 87 TV (NOT VALID FOR WATER (2 t12") (3 t/4") (4), M1J+x. DWTAfL'C' oocit c�onvcrsel+li+vam. INFILTRATION RESISTANCE) �' NEiGHL TlP a^ocmPli `d�htha&iiu 3h I geeepnnu 20 4.0551 =JCT. T2OR.13 f EXT. EXT. EXT. 3.305• EXT.. 2.556• / 7i. T 1.587• �IA1� t1 Qa1 4YNb J �A1f�^A ': 113 �, FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUMFLAT SILL.RISER HIGF4:FCAT SILL RISER 5 i� L. tr• N'. (NOT VALID FOR WATER (2=IPL°) <S t!4") C4") DETfA1L't- INFILTRATION RESISTANCE) J 10112111 c srocrvwcETHIS sH r VERTICAL&FiORJZOAMAL SEC.TIONDED ILS 0. '•. F«�,qs�;: � ' SJR OBPIQN3 R D ADDED/EDfFEDJAR9®fJR+IDXEF MS+ii m c us`�fG7 F f� 4 SERIES 770 H:P.ALUMINUIYF u�P3-LM �,k Ntk'-. JR 1MY14 E AODED#71TODETALSSH 1.AIM 9113 TODETARJ PKORMR30cIY nre8 tnr�tm: c c, W. nm. carne NGYDLCV R 3T174< sconnH.P NTS 8 10 PfsTtYFRDb' E ; a.r t5seos. sme 0B/OS/a9 T PGT Item Dwg.# PGT# Description item nwg.# PGT# Description 1 17308 817300 �2_TRACK HEAD 68 17339 617339 HEAVY DUTY ASTRAGAL 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 89 17324 017324 TOP&BOTTOM RAIL 5 17314 617314 IFRAME SCREW COVER 70 1735D 417350 WEATHERSTRIP EXTENSION{INJECTION MOLDED} 6 17317 817317 FRAME HEADIJAMS ADMN 71 1695 71695 1.112•X i°X 314'HIGH FIN SEAL DUST PLUGS 7 17304 817304 2.TRACKSILL 72 6153 76153X TANDEM ST.SIL ROLLER ASSY. 8 17301 6i7301 2-TRACK'SIU.WRH SCREEN RAtL 73 8153 78153N TANDEM NYLON ROLLER ASSY. 11 17313 617313 FRAME SILL TRACK INSERT 74 SILICONE DOW-899,DOW-995 OR GE-77DD 14 17305 617305 2-TRACK JAMB 75 8165 78186X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 15 17302 017302 2-TRACK JAMB WITH SCREEN RAIL 76 71032XIFPFX N10.32 X 1'FL.&S.SCREW W1 TYPE'F`TIP 18 17322 817322 SILL RISER 77 7103239 1032 STEEL 21NC U•NUT 19 17319 617319 SILL RISER-HOLLOW 79 17330 617357 1'IG BEAD 20 17321 617321 SILL RISER-LOW FLAT 80 17359 617359 7116'READ/FIXED PANEL CUP 21 17318 817318 SILL RISER-LOW HOLLOW 81 17360 617360 9118'BEAD 22 17355 617355 SILL RISER-MED FLAT 62 1224 6TP247K VINYL BULB WEATHERSTRIP 23 17354 617354 SILL RISER-MED HOLLOW 83 61745 1745 LOWE INC,112'X 1116'SGL.SIDE ADH.TAPE,POLYETH. 24 17320 617320 SILL RISER-HIGH HOLLOW 100 8052 48052 ROLLER ADJ,HOLE PLUG 25 17323 617323 SILL RISER-HIGH FLAT 101 72087 JAMB BUMPER ITEMS 4053 ARE SCREEN PARTS: 102 1696 71696 1011STPLUG 40 4319 612258 SCREEN SIDE RAIL-LOCKSPLE 103 8186 78186X I*KEEPER 41 7LOCKWGSK SCREEN LOCKSET 109 653 78DKEEP SCREEN LOCK KEEPER 42 41818 SCREEN KEEPER SPACER SET 105 17344 617344 FOED PANEL CLIP-6'LONG 49 8162 88152 SCREEN INTERLOCK ADAPTER 108 17345 617345 EXTERIOR FIXED PANEL RETAINER-9116' 44 4428 64428 SCREEN DOUBLE INTERLOCK 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 45 4317 612256 SCREEN TOP RAIL 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 46 4318 612257 SCREEN BOTTOMRAIL109 1731 78162SN �HANDLE K1T-RECESSED INTERIOR WITH THUMB TURN 47 666 7SRAZ STANDARD ROLLER 110 1732 78178 HANDLE KiT-RECESSED EXTERIOR PULL 49 868 7SRA7XSTANDARD ROLLER-ST.STL 111 710X34PPSOAX#10 X314'PH,PN.TEK-S.S. 49 4344 64344 SCREEN ASTRAGAL 112 1235 67sle WSTP,.270°X.170 -FIN SEAL 50 17349 617349 0)(0 SCREEN ASTRAGAL ADAPTER 113 1712 64068 .187°X.230 FINSEAL 51 1692 61692 SCREEN SPLINE-.1651 114 71OX115PPX #i0 X 1-1?2' 52 1694 61694 SCREEN SPLINE-.15D' 115 71DXFPT 10X1° 53 61816120 SCREEN CLOTH tis 720X1X #14.20 Y.1'S.S. 54 1725 112"X4'X 1116°SETTING BLOCK 117 72OXI12X #14.20 X i-V2 S.S, 55 1726 Y X 4'X 1116`SETTING BLOCK 123 17352 1 617352 FIXED PANEL RETAINER,718" 58 QUANE)MUSEAL DURASEAL SPACER(COMPOSITE PRODUCT RFNR%Vr-D SEALANTIDESSICANT) wcomply?egwfth Florida 61 17328 617326 PANEL STILE{HEAVY DUTY) 6W1d rtg Codd ' „° 82 47327 817327 INTERLOCK ADAPTOR Acceptance WBap +J DWe r g 63 1225 6TP248 IVINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 64 1729 71728 SILL END WEATHERSTRIP PAD Miami Dadc Prot ct omro 65 17326 817324 JINTERLOCK SCREW COVER 88 17348 617346 INTERLOCK ALUM REINF..{PANEL-9`} 1!t 1? r NOTES: ��� �{LYNN$11[�Jj�i��. 1)ALL ALUMINUM=6063-T6 2)!TENS#3.4.8-10,12.13,16,17,26-39,57-60.67,78,84-99&118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. `'•� N0.58705 ti J.J fell2/ii ro C NO 1n7o1:ctwaLacrDnrve PARTS LIST O ••.,scoRtO 'DC7,` JR 0711217113 D 7EXTIAARTNU,1t8ERS voxum,R 34278 T+X JR M1114 .P'E` WO CHANGE TlussxsEr ro.sax,sze SERIES 770 H.P.ALUMINUM C S/c1NAG 1'` D"'^ aft Va. NQKomd,FL34274 � m.,r m.tvrn= �•: A-CYitk�falGiercP.tr sM o&�0809 nu DD77DtLP. NTS 8 w 10 PG.i0l10A P .ass7as 3 V 1' 1.303" 1:056" 1050• 4.005 . ` �- f' 0.062` 0.811" 0.534' 6.325" Q.Q8S2" D290�' , D:757P 0.062" ��11 Q:062" . 0.045 a 0:264" FIXI_D PANEL CLIPt 0054' MMP, INTERLOCK SCREW COVER 'FRAME SCREW COVER: GLAZING'BEAD GLAZING,.BEAD(8/1W" GLAZlM BEAD 41?L'G:T UED PAN CEIR f ' (65) MATL:6063-T6 (5)MATE:6D8&T6 (80Y'MAT'L:6063-T8 (8t)MAM 5083-T.6 (791MATL:6063 T6 (1'05)MAT"L.6683'1U: Q.081" 7' t 4.125° - 6.198° 0:036" Ug- G:G82" } 8198"'. `> a 1'.'Iti2' 6:654A" ' 4.081° 4.739 3.26' 2-TRACKHE Wd!SCRE-U TRACK. 2-TRACK$ILL^ � (2)MV3TL:8083-T6 4.232" (T'j;4ATC:6083 T6 INTERLOCK ADAPTER 1. TOP/BOT.TOMBOTTOP,4 RAIL (62)PifATM7,6T)63*T8 (69)MAIL:60631T6 3.970" .4° 1.487` 6221 2':TRrtC�'JAMB WP i ( a t: 4 2TRACKJ`AMB SEREENTRACK tsow Li i, ff.075"' g (14)MA:T'L.:5D63.:Tf (1,D*tkfes-T :6063T6 0.133' 1.645."FLUSH FLAT SILL.RISE�R r : I Q18YINAv L 6A63 T6 -1 I ((, 1672" 2,TRACK SIM Wf SCREEM.TFAEaf. �• i, �;, kms-3:125� 0251 ��' (8kfiri6;Z)r 6G63-T6� f �I ' HEA"U DUTY STILE HEAVY DUTY'ASTRAGAL6CS0.092`�-. 1'at9 (68) ��' (6'f);F1(ATL-6CQ-TS,. :L?A6063-T6 # L 5•.065+ SCREEN, .TiirEB �� �7s2m �If_7Q�' 0703 4.854" �"'� '` F (4Q)44a T 6063 T6 E Cosa Z X915@: 1TF :0,15 s.oaq"Ji .2 -': C , SILLTAAuI£ r.2M'tp-gym 1254" i' (r1)HI(ATL:6G83 T& FIXED FIANERL FIXED PANES. 1'.993" �-01062"' RETAINER,TTS°, RETAINER 9/18: W.V. { ZTRACKHEAD 0':250" s# 0;8.75 (I23}1wtiTL:6063:T6- (f,^G):I4711TL8063T6 k` (4 MATL:5063 T6 �- Q,75IYREINFORCEMENT SCREEN TOP PIL (45)MTL: 06T ,0.75C' . ,.' 0.23Z" (OWE LENGH-9") a1ti Erffi2" 11100ucram-Wrio Flip 0.062" cscom{iFlJugwlUr Rc 11o�iJa :r i. SCREElf Pit 0.062 . t3wfQa�t7sda: r' $ (48)'MAYL-603-Tri. Fri . 0:750" G.232" pfayfat�°)na,�. oC7: i' 4.055' 0.062'' 0:909" 3.955 r6SnmiDasr.G*taddccC , 3:305' 3205` a 24'35 2.555' 0:062" 1.5677 ytiCCt1 !gip 4. HIGH BOXSILL.FiPSER. MEDIUM'BOX SILL RISER' LOWi BOX S11 L.RISER FLUSH BOX:SILL.RISER L[!'dd fi A T SILLRISER MED.,FLAT SILL RISEN'HIGH FLAT SILL'RISER - 24 MAT'C:'60S3-Z6 23)MATL:6063:7.6 21,•MATL::6063 T8 (19)UATL:6083.76 (2QXMAT'L:6063-T6 (22)MATC:6053-T6 (25)MATE:6063 46 S Is pt y- wx wvsmr.• 'mwf �� STAeEOE " JJ 10/!2/!1 G MOCHANGETHISSHEET •. farancxvxoor, Fk7RF1SlOT'JS '•. coR. „1„ JR� x/20113FWA ADIIED/EDHTEDBEWMG ArawA.%FLW27a SERIES 77EI f�: ALUMINUM!St313-4M1' ';fQlt(At.. JR IMI114 �NO CHANGE,THUSSHEET� P.Q p'OX l6A s s scat rm{ mw w�""a� a"• t t � NfALOINS FR 51274. A'FLY[�Hl NI(4E) !P:E. I SMC 0810"9 DTIfI'H.P. LST$ itT' a' ICc PGTC004' E '' R.E:!<591 Fr}