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HomeMy WebLinkAboutNOACANNED st Ude y C ount M I A M 1, DA MDH o lVITA1911-DA-DE COUNTY PROPOCT CONTROL 91"idTilm -GULAT0%1ZY- )MW Or, RE ]Dpr-.CONOIVXICRr,,SQUACLSCRM) Tjf) BOARD AND C01P, ADMIMSTRATIO ]DIVISION T (786) 315-:2590 F (78.6) 3 ISJ2599 AOTICE, Or ACCE P C (NOA) FG.T Wusirles-.] Tue. '1070 T-colivologybrive o Worth ventiae, in 34215 M This NOA is being issued Udder 'dqptopgtatiqn applicable ildes and regulations goveMillg the use of -qQPs#-Uc0oft 00 ffiiYer!a#, The b tted hAs bbeft Teviewiad acid Q V 4db qoij1ity WEE. - Prodoot Cdfitvdl Sebtibp i to'U0 u0d.. MW And Athof areas Whoiq -ftlloNoa by the ApOiorfty ift Maihi b�db co CM Turisdidtibli TWa NOA 'shalt not Vovalid. 401%th 0- * 11 flon. date stater! below. Tiio Kdrol-Dado Qounty Pxb*diirt Control Ze sddgoli (M IVA60 .61, K1;1qr C nty) AXIS (in areas other tha4 MamlaDadq County) r0dVVQ the right t'Q We W-5 064110t t�r jhjkt*jA1 t' t d flp'll ual"110 VsW%J106 Pu"P9869, If ft prb4iot ok Mfftoffil MIS to _q Pak- r n and the AI May Mo ftotffWtur� will " incur *6 �xpdns6 bf �.dohfesffng. immediately rovdke, xiiodify, ox sus olid the use of such product or iiiaterlol wifliiii their jurisdirflon. R-ER reserves the right to revoke this any eptqhce, if it is determined by MianiiDade County Product Control Section that this product or material 114fts to ine.et the requirements ofthe-applicftble building code. ;crl' This pro&qt is.appro.vad :as .4 1b. a heroin, and hat'bpon designed to coftiply with ffb'Plorlda Bitilding Code, including th' High velocity .W4-r En 'imloano Zone.- JOISCRUTION.. iHes`!$GP4i "Alunifuum Sliding Gloss ])qor-sv190'&135°c AkmovAL mUu--ffl, i—qT--,fj �m I through 22 of 4, dated WhOA4 sealed by ArrffionyLyrm "ft 0, the Notice of Acceptance raunbWhu IWISM-B, IWAOT RATj&6-"L RUNG: Eng.h unit shall b.oai modaVsorks, and following staterne rioted herein. I . R)NE WAL of this NOA shall be,( no ,p 'hange the applicablo building -- , hi U, RXIMATION of this NOA-Will in. the -insierials, use, and/or manA, of any product, for sales, advorWHI td• domoly with any sootion ofthis Ni AD M-T-X8 MM NT: The X0A hogow,b'd ty the qpltaffon hto, ' Ihm !1jisplayed" urea it dhllfl bb ddfto jz% its OPY 0 A '.ffhit of distrlbutois and shall ba 0dildbiq for TIiisMOM6*0 WOM !FAQWt hppF I'do The OuVAtifted rarubpr7HAUNTY hg No, PGTU130, titled "Series 770 Alum. SOD - LM Impatt!','1heets with revision B dated 05105116, prepared by inanuthotarer, sign d and bearing the Mianii-Dade County liroduot Control Revision sta with expiration date by the lfflanif-Dade County Product Control &6 . rge and Small Missile 3r npaef Resigtant a ifftniftndnt l6bol with the inaftflioturar'snAme or logo, city, I Atate, 1: "MiauA-Dade, County Prodget Control Approved", wil6ss. otherwise QuEd"iod after a renewal -application has b6datlod and there has, be.= ,0.de'--negqfiv61y a0coting1he ppriormance of this pw.dUot' opetv After the expirafim date or ifthere has been arevlslan. or change tore ofthe product or process. Misuse oftills .N0A as an endorsement or 84y other pti4poses-shall autb4iatioally tu�ruilaaie ihis"NOA, F�Oqre . iunkv preceded by the words Mianit-Dane NuuV, Ylp.Ada, mid be displayed .4 adv&r1Wiig l0efatqrq,. 2 oiiy p6rtlori W , ft, 10A is 54 qv. tine W0A AA11 60 providoO to -tko Vqr b or its y insp.potion at the job site, At the faque.s.t bftheBuifdlnk OffiqW, and b6jiilfts of this tpfage t.hAd avidpjxoqp.a�&rs'B-j arid", as well as byJ45?#%.-r 'PTI X. qj 1.0 MA No, I q-94#.0 6 ljo.- 11ebruliky 17,-202d 'v 11 .F.Jile Copy . . -A PGT.Industries, A NOTYCE OF AI CEPTANCB; EVIDENCE A,, 7112AWIPICS 1, Manufacturer's die drawings and sections. (Submitted wider Ofi No, X4�-01.23,10) 2. Drawing No. PG' 0130, titled "Series 770 Allun. SGD — LM Impact", sheets 1 through 22 of 22 dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, sign d and sealed by Anthony Lynn. Miller, P.E. B. TESTS 1. Reference Test rep rt on 1) Unifonn Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile impact Test per YBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with mark -up drawings and installation. diagram of Aluminum Sliding Glass Doors (w/ PS, Sup r, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc,, est Reports No.(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/1 and 06120116, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on:1) fix Ihftltxatiox- Tees �, per FBC, TA 202- — - 2) Uniform Static Air .Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 Jr ° 4 Large, Missile Impact Test per FBC, TAS 201-94 :� ) g P p (Jill ti . 5) Cyclic Wind Pressure Loading per FBC, TAS 203-9t�i.; i 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 26 94 along w�th iharke -up drawings and installation diagram of an aluminum sliding glass doox, pxapal'ed by enestxation'iesting Laboratory, Inc., TestReporiNo: TTI14554, dated 11/01/13, si ed and sealed by Marlin D. Brinson, P.E, (Subratitted under• (OANo, 14-0123.10) 3. Test reports: on' 1 Unifom Static Air Pressure Test, Loading per FBC, AS 202-94 2 Uniform Static Air Pressure Test, Loading per FBC, ,`A A.S 202-94 3 Water Resistance Test, per FBC, TAS 202-94 4 Large Missile Impact Test per FBC, TAS 201-94 i . 5 Cyclic Wind Pressure Loading per FBC, TAS 203-94` 61 Forced Entry Test, per FBC 2411.3.2.1, anal TAS 202:-94 along tivith:i'narke up drawings and installation diagram of an aluminum sliding glass door, prepared b Fenestration, Testing Laboratory, Inc., Test Reports No.: FTL-590013,1�-6001-R and FTL-6015--R, which have been revis6d and reissued on 12/2b)09, all signed and sealed by Julio Gonzales, P.E. (S'ubmittet/ande�'X�OA No. 09 082G.X0) B-1 rorgeM Ptasenda,P.E. roduct Control Unit Supervisor N A No. 16-0629.06 Expiration Date: February 17, 2020 Approval bate: August 04, 2016 PGT Industries, Inc. A. TESTS (CaNa'Eq ED) 4. Test reports on: 1) 2) 3) 4) 5) 6) G. R. F. along with market door, prepared by: FTL-5993, FTL_1 FTL-6024, FTL-f 08/10/09 and signt (Subiniffed tinder. 5. Additional Referex per TAS 201, 202 r-16trtitted tinder. 1. Edl31bn1(2014), df AAdn� Lynn Mi (,4uhm&ed under 2. Glazing` complies QUALIT-ir;ASSYTRA-NC J. Miami. Dade DepE MATERIAL CEF.TW' P 1. Notice of Accepts (c)3ut'aette® PVB 2. Notice of AcceptE "Seni-tyGlas© (C 07/04118. !; STATEMENTS 1. Testproposal No. 2. Lab, aoxxipliance r 8970�and FTL-85 it infiltration Test, per FBC, TAS 202-94 niform Static Air Pressure Test, Loading per FBC, TAS 202-94 rater Resistance Test, per FBC, TAS 202-94 rrge Missile Impact Test per FBC, TAS 201-94 yclic 'Wind Pressure Loading per FB C, TAS 203.-94 )reed Entry Test, per FB C 2411-3.2,1, and TAS 202-94 p drawings and installation diagram of an aluuninum sliding glass xrestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, 36, ;KTL-6001, FTL-6014, ITL-6015, FTL-6017, M-6023, Z5, IqL-6028, FTL-6031, FTL--6033 and FTL-6036, all dated and sealed by Julio Gonzales, P.E. 9A .Nn. 09-0826.10) Fixed Window Test Report No. PTL-7897 (Cardinal spacer), 203-94, issued by fenestration Testing Laboratory, Inc, XA.No. 15-0430. 08)-- .. calculations and structural analysis, complyinglrth I`BC-5tk ;d 01/30/15, prepared by manufacturer, signedt,4d,sealed by ,r, P.E. , revious NOANo.14-0128.11) Y ith A.STM E1300-09 of Regulatory and Economic Resources (RER). t ATIONS i ce No.14-0916,10 issued to Xuraray America; Inc. for their Glass )Enter -layer" dated 04/25/15, expiring on 12/11/16. cc No.14-0916.11 issued to Kuraxay A-rne><ica; Iue. for their ear and White) Glass laterlayers" dated 06/25/15, expiring on 'I 16-0157, dated 03/09/16 approved by RER, s part of the above referenced Test Report No(s)' FTL-8717, FTL- F,-2 Jorge M. Nw7enda, P.P.. Product Ca'ntrol Unit Supervisor NOANo. 16-0629.06 F,xpiration Date: -;February 17, 2020 Approval Date: August 04, 2016 PGTf dustries,Iztc. F. TESTS (CONTMUED) 3. Statement letter o confazrnance, complying with r{'BC-5'h Edition (2014), dated October 8, 2015, is ued by manufacturer, signed and sealed by Anthony L71m Miller, PR (Subad(ted raider revionsNOANo. 14 0128.11) 4. Statement letter f no financial interest, dated October 8, 2015, issued by manufacturer, sign d and sealed by Anthony Lynn. Miller, P,E. (Suhmitted ,under revious NOA .No.14--0128.11) G. OTHERS 1. Notice of Accepfi ce No.15-1013.15, issued to PGT Industries, Inc: for their Series "SGD-770" Alum! tun Sliding Glass Doors w/90° &1351 comers - L.M.T. approved on 10/29/15 and e iring on 02/17/20. ,e V t Sorge M, Plasenda, PA roc'uet CotltroI Unit Supervisor NOA. No, 16-0629.06 Expiratioii Date: February 17, 2020 Approval.IDate; August 04, 2016 L-3 D ICLUQING POCKETS & 90b/135° CORNERS SEEt'ABLE'B;-rHIS•S} F-T.•&GLA7JNGDETAILSONSHEETS4&a. BAEji i ON TESTED PRESSURE AN GLAsSTABLEs AsnN BA3EDONWATSRTESTPRESsUF#-MD'JSLASSTABLESASTMEi300 - •• o STRESS INCREASE HAS NOT BEEN USED.IN THE DESIGN OFTHIS ritimmmi-RiirNt77i1wanTOSTEEVS'CREWS.THAT COMEINTOCONTAQT . BUILDINGCODE.:I'MANCHORAGEDETAI1S:St ArittIAt5T4. 4) §;muTrERS A14E-MOT REQUIREb PER FSC'REQUIREMENTS, AS APPLICABLE. ►NSTATJATI ON.SCREWS, FRAME BPLICES; PlftgE•AND'PANEL CORNERS -TO BE SEALED WITH NARROW:J01N`f,' SEALAls7: :61•REFERENCES: EL•CO•ULTRACONrCAEIEFLEJXAND AGOREGfATOR NOP�S, ANSVAF&PA NDB FOR W000 CONSTRUCr10I1J+Nb / ALUMINUM DF.S)GN MANUAL 7)THIS•PRODUCT HASBEEN DESIGNED &T. rmM''TO COMPLY WITH THE REQUIREMENTS OF THE URRENT FL'OR1DA. BUILDING CODE, INCLUDING THE KGH VELOCITY HURRICANEZONE (HVH4. •B)IIOORSIZES.MUST BE•VERIFIE6•F4RQOhOLIANCE WITH EGRESS REQUIREMENTS PER-CURRM :FLORIDA_BU(L01NG CODE, At.;kPPMOABLE. TEST REPORTSFTG5980_,rj_Mq.3FR�Oo1 FT4sofa-I3L�015,FTlr60iT.-F�L&022.fI1 fi023 •FTL-6024: rTL-5025, FTL'.602a. F rL,s 1, FIL-6p33, Fn,-Sa36 AND F.7L 7554 Group AMIlor 'Substrate Frame :Member Mjm Edge Distance Mir: Stbedmkd y ' 1 11r El= Immean _ Can-ata (m 0.y65 tsl eaafBNWamb 1' •3!a U=utW CMU, (ASTM G0DL mb on)y 2•V2"• -114 fusticeq CMU(AS1T(C60,10m.2 ka19R0U J=lba0l 2412" 131w- . 1ht, d10SS. CarlcRte Odln: S,35,1tn.0 HcdISBVJamb T' 1.314" - - Qef ntx tM imted CM 7MC80), P-T. So em Plnn'(SG�0,56) Jm,b arty H adB011n.• 2-012-. SS V4- 1.399• • 1wPic.Ultracon C=cMe(min:.2651W) Un9RNad G1U. lM G90) Head1SW Jemb.0 S' 1' 1+'+e• 1-114- n12,16-Btir410 $.& SM6, (ma. it lhrtada6N •P 7-SamhettlP a9G-OSS HeadiSpUJatnb 9116' 1,318• X mlttdnt, 6063-Z5' HaaaSlorJemb 31W 0.063' �61eet AW "Sfeal StOd, A659'Gr. 3M! • . 2kagfS:91 ? HM1adl510ti mb 9t& 313- J)LW 0.0451' ' 114' E1ro 18'8 5.5, Aum&Gnlcr •C4nelrJa(Mn.3.2T5xs0. He6df3191Jamb. 1-12' i-va" L Rdted CMU, (ASTM C3o) Jwnh,aNY 2 1-1/4, GRuIN CMUy15]M CFA; m1n_R7Lsfi mbl) JamtiaNy 2" S- •PT.Sd ' PlneiSG=D.5 )icad7537iJbma 1�16• 4 *I'Z StaNSM52'B, (Mir,1l Uneaft in -F_7•Sablhem Elne(SGa0.55) I HeealslWAnrab- 91i6" 1.Ora" ANTmtm46063-W* I FAlcVsIUIJamb W. 0U&31• 51441, A36' - •Headl5101Jamb 316: 0.0av Steel S1 "VZ W. 33- Hnad13101Jamb 1 0:9451- "MIN. METAL. sUBsTRATET6 MEET MIN. "P-HOOK INSTALLATIONREQUIRES.2fi93"'MIN.EDGEDISTANQE REFERTOSHEETI4FOR AAIEHOR•ItOTES: ALL -SPECIFIC P•AOOK REQUIREMENTS. OosCdNORETE%C USUBSTRATEAPPLICATION&INMIAMI-DADS BOUNTY, USE ONLY.MIAMI-DADS COUNIYAPPROVEDFtCO .AN CHO,RS. SEE TABLEA ON.7PIIs SHEEP F0A EM$EDMENT,.EDGE'DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.......„.....i '2)F.CRO`.rHE-SLJBBTRATEAPPLT.C1T(ONSSEETABLEONTWIS'SHEET. EXAMPLE CONP'1GS.»-.._.2S •3}WOOTSBUCKSDEPICjEDAS1XA?tELESS7'tiAN1-112,THICK. PROPERLY'SECURED,IXWOOD BUCKS ARE OPTIONAL IFUNrrIS GLAZING,DErAILS,,,.... 4,5 INSTALL.ED.DIFtECTLYTQ:SOLIDCONCREre.-!NOOOSUCKS'DEPICTEDAS2XARE1-112*THICKORGREATER IXAND=UCKS:. /(NCt{pRAGE_._, » ,„614 (WHEN USED}SHALLBEDESIGNEDTO.PRDPERLYT,FtANSiMLgADST07HESTRUCTU,REBUCK DESIGNAND INSTALLA710M)STHE DEMN•PRE,SSURES_._." RESPb}4.11913Tr6.FTME'EN0ZR!r-ORARCHIIECTOFRECORD&TO BE REVIEWED BY THE BUILDING.OFFICIAL- INSTArLDE`I'A1LS.:--_12-14 4);METAL,SUBSTRA7E-TG.MEETMN:STRENGtHA�OY;FHICKNESsREQUIREMENTS.PERCURRENTFLORIDABUILDJNGC00EANDTO ELEVATIPNS,_......,_...._...'tB.SB BE'REt%fEVMYVTHE:$'U HOR1TY.W..INGJURISDICTION. PANEL•1.81 L.TYPES:-,_-.'I7 671E'SILLISTOIRTTOSUB&jkX`E,GROUT.OROTFIERMATERIAL-IS NOTREQUIRED.IFUSED. WONSiiRMK,NON-METALLIOGROUT, CROSS SECTIONS_..,_..,.48,19 MAX.7J:F'; HLGk&3400:PSIM1N.r.(D.ONEBYOTHERS)MUSTFf1LLYSUPPORT'THE'ENTIRELENGTHorTHE SILL THATISNO"GHT TO:THE'SUBSTRATE;DTRANSFER'SHEO-LOAD:TOSUBSTRATE,IFSUBSTRATEIS WOOD, 30#FELT-PAPER OR'MASTICIs' (dEgUIfFET}B'ETANWEEN7H8GROUTA XWOODSUBSTRArl,ORASAPPROVE13BY'n•iEAUTHORUYHAVINGJURISDIC77OTI.. EOETAIISONSHEETS4'&5 DESIGNpRESSURERATING I ONPAOTRARNO PRODUCTlREV(SE es eennfrina w7N•.fht TABLE ���' B, SE Da=a(pilonRlrted Vdm;ErladoH6Intatidr7 Gs• . 71]stL6minatbd>(z)LLe. o13�1a! HS Gless w(di.950' Pv6101at1aYct 03A 9H9".Lmninntad:(1ytmaeof l/4'ki5•GlasslvGh'.OSb'PYB kdcdaYrr ,G4' 7116" LcMhfatd&M L]W%-0f319V•HS G1ac -WLM-®TSG lnreda er- G4A' 911S.LamIna41C UICidF1U4'•HS.Gldscw0h•.09a sGlrifailbYbr- --- - - -- - - '...••. ""`-' �", GS - GSA 1•-Ldmh131adwJ311E TF]nOdaFCaO'�'319"All'.SFarn+,Tll�L�mloeted:i2)Urasof9M6' He. alms h9h.099• Eva lntmayct. 1'rsmlRdeaL>;a114'TOiedares 4:W1t A1r5tihx+7h16!;<bmliietdd. Uhsti1S11GHSGIa+aWA».W9'EYB1aud3 er'. .G6. G6A.S!Samu,aledlG:d1447EzkdarCa 1"•6cmimtdd LGt3118`TEz[edbr CaA+'316"AlrSryftcn•+7/l6"LRn✓nated: R1 Utrsbt3(1fi' HS Glaca•.vgdt:O9D'SGlntbtlayer . •rSHs°Alr rrf7116'LmnGtakd; tadedt6f.16•NS GIu^. WItq.950'SG.OtNdayer 7110".L'o)elnated: TIA 9116^L�cilcrste:{2}1'•LAmNated-LGf8116'TEslefAi=g+313'Alrs CW16"LamWlnd:'(Z)Utc'at911�.Aw1 GDusakh:.000'sG,lnlnfaYu G6A 1•Lnmlacicd LG 1!4'7 Exb llorLyPt511CAlr5paea+71164nmtrRtm;(37tar3ltt+AAW G)zSCWth-a90'SGlnkdeYar SEETABLE51;•ZS209RAIEOFORLARGE•6SMALL 5 SETS fi:75B,- 'MISHd.RIb1P;A=RESISTANCP STANDARDS VS6d: •2014FLORIOA'BUIIDINGCODE"C),6TH ED17ION aAS7M'E130G.W o¢NSIIAFSPA NDS-2012FORWOOD CONS1RUG710N .'" eAlLlWNUOA7JS2�2010-M 0MION- AMANl]A4, P-20:10 - GLAZtNG NOTES: ANN"=.ANNEALED He- HEATSTRENGTFmN'e0 'i =TEMPERED b VB"=.,090.' BUTACnFP F BY KURARAYAME.RICA,.INC. = .090°SENI'RYGLA546'BY KURAP-kY AMEI27CAr INC. tam cFArmczaa�e I }© 1 ssD- ra- I NTT I 1. -22 1 PGTO130 Exatrmtta -)1>So 021171202a �Y NI[bn,l- o PrvCaee4ontrol Na. 53705 t. CONFIGURAMONS'NO71EZ: 1) AUi CONFIGURATIONS- SHOWN ARE ALSO AVAIlJk:aLe AS FOCKErCONFIGURA-nONS AT EITHER ORJ`J3OTH JAMB IW,',UN1.'lWDMH MAK-UN izt- LoChTIONS.USING-PErAMN, W."W"OR-IrWIMSTALLAMON. EXAMPLE'-4-PMM=INPOCKEr(p).CCiNFIGUPATiON CAN BE -NOM. PANEL WIDTH ,.ox=IN POCKET CONFIGURATION 'NOM pANEL.VVIDTH. PERTABLE§ 1-3. CAN BE-O)=P. Nj 2190' Z 135' CORNER CONFIG ONS cAba,az A. COMBINATION, ormy z smisvncbNF,IGURAMONS. AMX UNIT M M Mf 3) FOR NOM. OANELWIM, SEETABLES-13. PERTABGLESIW'= -3 1.3 PM OPERABLE PAMR, `Q`=INOFB?ABLZPAMEL. 1.4ro "PP POCKE7 f—DETAILLETTER WOOD ORME7AMSTALL ATION 2-PANEL %w e-.c6NcpjFrE InsTALLAmoN I -PANEL GQNFIGURAMQNS• COMMURA I()MS-" L—SHEETINUMBER MAX. -UNIT WIDTH MAX UNIT MOTH DLOWDtH = Nom. PA-NELwr)TH .7- 01:0 HrJGHT= DOOR UNIT HEIGHT- 10.125" NOa. PAMELWIDTH PER TABLbS 1-3 . a. . . . . . NOW 11,11,11ILWIDTH � f: U, JA HEIGHT IT .1 lERTABLES 1-3" A PER P //A TABLES 13 p SL-PANEL'CIC)INFIGURATI—MOIIS. MAX uNrrvvlDTM - M01M. PANEL WIDTH PERTABLE81-3 Isam". 92 ON ..wX HEIGHT, \j&A__/. PIERTA&ES V3- 1 Ii &PANEL CONFIGURATIONS -A QW15i M, OFAUM92= MAX UNITWDTH NOM.PANEL VJIDTH FERTABLES I-& MAX UNIT HEIGHT PER TAKES 1-3 SCD-770- Po=.r tMOZ.N. PRODUCT'REVISED F-1 f is _KoJL_x..j _ g•OeMOG ExpTruq.n Dt.PZ171202t) Sy T9. Frotiuci Central 10 ra. 2�.Tm SHEM, M V, yj AN ", , " �44. [OR IER TYP. ;ORN E-116HOWN, MERSIFALAR) ;URAT70NS LSGD-LMIMPACT 2 1.22 I'P=130 ,ALYNN J= px EXAMPLE. G0NFiGttt9TI DNS_ _ MAX TESTED UNIT WIDTH _ 300-7116` @ 96' HEIGHT 30M/4' @ 12V HEIGHT MOM. PANEL WIDTH is F'ERTABLESI 3 �tv t CUS J c ie to 9e a I�°fu' MAX.IiFj UN, 98"OI 120• POrYEf 6-PANEL CONFIGUhAt IULVS MAX. uNIT WIDTH iL•�®iL+'�7'��F7� GL"•� � � Q7 �'® � iF•9' � iEl • - • LIEN tfRT [MrAOX022M CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOVIN ARE:ALSO AVAILABLE AS POCKET CONFIGURATIONS A'T EITHER OR BOTH JAMB LOCATIONS USING DETAIL-JvP,'Je. -W OR-W INSTALLATION. EXAMPLE; d-PANEL =MIN POCKET (p) CONFIGURATION CAM BE p)o=p, PX>OCC OR)o=p- OX)CC.IM POCKET CONFIGURATION CAN BE 0)=P. 2) 9D• 313W CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR MOM. PANEL WIDTH, SEE TABLES 13. '9N t OPERABLEPANFI, ^O• - INOPERABLE PANEL, V = POCKET DETAIL LETTER VI' = WOOD OR METAL INSTALLATION "c° = CONCRETE INSTALLATION REETNUtJMBER DLO WIDTH = NOM. PANEL WIDTH -r DLO HEIGHT = DOOR UNTT HEIGHT-10.125" PANEL HEIGHT - DOOR UNIT HEIGHT-1.886' bU MPLE CCNFIGURA770,uS EMS 770ALUM. SGD - LM IMPACT w-- ANTS . a 22 a.do PG70i30 NOA-Rn, - d6-0629.06 vwmtim Bate 0211�7/202a N[Is{q,�9gd�IOGssct COnlCGI . tll•SIl ISi,�, A. LYNN SAIMER RE P.E956705 GLAZIN DETAILS (G31 GSA, G4; G4A, G.5 R G8A). .._., 7/lf" NOM. 7116° NOM. 1' NOM. ° 3116' HS GLASS 3/i6°'H&GLASS 3M6 HSGLA55 ,090" 090° AVB 090" SSG 311G' HS GLA1S 3/1fi HS GLASS` ?a 3116' HS GLASS T{ 316"AIRSPACE 7 3M6":T'GL"AS5 B3 ' 314"•NOM. uioa 914" N0M. -314"NoM. a�= GLASS G] BITE• GLASS 12412I ' GLASS StTE MrrE lux 38 a 54 54 6! 7/'i8" •LAMINA'TED GLASS, TYPE G3 >'1 7116"'LAMINATED GLASS, TYPE G4 1" LAMINATED 1A.. GLA68„ 7YPF_-G5' Vol eNOR 9116"NOM. s i*NOM 3M6"i•IS GLASS- 114Fjj�GAS A90° P1/S d• A90' SG 3116•° HS GL.ASS .690 .PVB T4 Ta. 114° HsASS GL5M 6'!AIR SPACE 114 •HS GLA5$" 114 , T GLASS 82 82 83 V.. -law N sxrewox .:.-GLASSSITE r24 a27 GLASS. B ITE ExrF3acA PRODUCT REWSED / as eompfyhtg wlfhthoFlotrdo eulldtng twee NOA-Na 16.0629.06 • O O Exptrotlon pab"02J17/202A . ' HY Mlam aProeuet control - i °9Y16" LANIINA'i:ED-GLASS, TYPE.G3A 9116" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.C. GLASS, TYPE GSA GLAZING NO'r'F.S:FALM : ••��. • 4•�%�-y %` .' %r'��� ".FI§°=HEp.TSTRENGTHE)1ED '�. ria,SCTGS •'yam. T=TQNPEFt! D - "P.650"BUTAGITE..FV BYKURARAYAMERICA INC. VB-i 5G"'=.050°SEf�1TRVGLASp$X1CFlRAIiA�(AN1EitIGA R1C. r C cce n.r�e+,e anima .�,» 'uGL•r :, urti "' Dus¢ors 8 DkD5PRW7s OLk7J111G•DETAI S ?:' nyn .•' :- ' 1Wil Tl=L71NOLOOYDWVE t••:-y r'•i�r.'.• �m.K a ,,, rstt}saa rm" SERIES 770 ALUM. SGD - LM:IMPACT X.L•YNttmuRP2. " °;wlara " aHc drat srmsazmc ccbalo h17S 4 •� 22 FGTGi30 B' P.liri ms i I GLAZING DETAILS (G6, G6A G7, G7A, G8 & G8A) 1" NOM. 711fi" NOM 1" NOK 3/16' ANN GLASS 3/i 6" 14S GLASS WI V ANN GLAS —090" SG A90" S .090" SG 3MS° ANN GLASS 3/16" HS GLAS — 311fi^ANS1GlA55 7� `- :18"nIRSPACE 1 7q 318°AIRSPACE 74 j 3(16I TGLASS l 3/15" T GLASS az I I ' 83 83 6z7EaoR 3/4 NOM. 314" NOM_ 314"NOM. 124-1zr p GLASS 124-127 GLASS GLASS BRE aLrE $ OR EXTEifOR a I i km 79 — 54 ss • � 1" LAMINATED I.G. GI -ASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 11 LAMINATED I.G. GLASS, TYPE G8 ' — 1"NOA 9/16` NOM. 31161 KS 1/4' ANN GLASS 3116 90" SG A90" ASS 3116" ids GLA 090" SG 74 3M6" ANN GLASS — ' 5/16` AIR SPACE - - 74 - --- - __ . 1 /4• ANN GLASS - -- .' ". 5116" AIR SPACE T4 1r4'-T GLASS -I — 114, 3:GL.ASS 33 3/4' NOM_c7=wore 3/4n NOM. GLASS 3/4" NOM. 1:41Z! 12+427 GLASS GLASS BIT5 Elm PROPU¢T RBV]Sl;D .��� a comp 1 wrth'.b. m.r d. �1'rml arc 4 # g1 >xmglog f �i RDA Ho. 16•D6Z9.D6 79 54 79 EKplraBnn13nle021 � 56 ay 1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS, TYPE G7A 1a LAMINATED I.G. GLASS. TYPE G8A y1liSil!l1i;•. GLAZING NOTES: "Ai`IN^=ANNEALED "Hs"= HEAT SMENGTHENED *r = TEMPEREDrr�i 'PV3" =.050° BUTA0n PVftY KURARAYAMERICA, INC. r�rpt[ � •5G"=.090"SENTRYGLAd�'synRARAYANIERICA,INC. (�(/ vv ce C1 r 4. F.maar- .IR m•.: ASYlS2p16 x 8 SPAC pEDFR+. lamOLDG7AWV8 KVFX�FL7C75 GLA4MO DkTA S _ ;+;,�• .rl, '`'1s•``'' t.�' n== rw': .- rc",scar. om� wru• a sEtaEs rroAcun& sGo -1.1W 1MPacr �.�.,,,: cmma . c.r.: adro r..e odwxc sco-m MS 5 2' 22 PG7093D a .R.,•,,,,,,,.. .wax °' A Lym IMIl3t P.E. P,8xmos TABLE 1: Resign'Pressure {oA} andtlltohart�tlantities Required, (forall a}tpraved M aximum DP forallsizest +St1'! •6➢ configurations o In S.heels.2 & 3) • (May be IhIted lry' 7abie iF1) For .comer asbagat anchorage olr'su! or 136, comer unite; sea sheet 11 i-� w—unit Height Table epptles to Glass ac . 1w I so^ / 9s 69 /8" OL 73.716"-D 79-Tar D O • es-7/w DLQ TyP-3, 3A, B. SA, 7, 7A •s; tEBAand the Stile/Asbagal Anchor Group Atrottar^GroBP Anehor•GMUp Atrohoremkv • types shaWn below. 1. 2 3 4 4 2 3 4 1 2 3 4 1 3 4 HeakUfi C4 1ChYI 1C4+t 04+1 C4+1 CA+t Gr+ G}F7 C4!'1 GI+1. •C447 II 24•' 17 •. Jamb .1• s �8 '8 8 8 •8 a I B e 8 B 8 •8 8 8 W- P�hcoK• S+7 6s•7• 6+,7 7+8 7+8 7+8'I 7+8 T+B 7+6 7+8 7a•8 7+8• 7+6 T•t8 7+& ' ' Headisill. :CN•1 .5+7 C41.1 CA+T- C4•l-1 04+1 .C4+1' C4+1: C4+;1 C4+1 -CA+1 C44-1 GI+1 C4+1 04+1 C4+1 C4+1 30'r Jamb 8 8 8' 8. B • 8 8 3 6 a• 8 ' B 6 8 8 �8 FCC P41Wt •6+T •6+7 •E+7 fi+7 7t6 ' 7iS 7+.8 7+8 7+8 7+8 7+8 748 7+8 7+ 7+B 1+8' Headlslll CA+1• C44-1 C4+1 +G1+1 C4+1' ' CA+1 'C41.1 C4+1 C4+1 C4+•1 04+•1 04+1 C4+1 .C4+ C4+1 "-8 C4'+r1 36" 0E4 Jamb E 6 8 8 8 6 B• 8 8 8 8 8 8 \ Il• ' •fi' P-hmK B+7 ' 6+7 6+7. FrF7' 7+8 7+& 7+B ' 7+6 7+8 7+6 7+a 7+8 7+8' 7+8 7+8 •7+8 HeadlSili G4+t C4+1 CA+•1' 04il C1+1 -04+1 •G4+41 C4i1 C4f1 Nali Y+7. 8 'Clvl1 8 C4+1 8 CA+1 9 '=C4+i •a 8 •6 .a Ow P.hoolc B+7 &FT 6+7 6+7 1+t$ ft8 7+81 TkB 7+8 7+8 7+8 7+8' 7+8' 7:u9 HeadlSili 'C4+2 1 C4+2' C4•F2 •C1rr•2• G41.21 04Y2 •GN•2, C4+2 C4+2 C4+2' •C4+2 CS+4 C4+2 �7+8, 'CA+2 C4+2 Zs 4S„ '"DLO PhwK. 6+7 fi 7 .B+7 .6+' 7E 7+8 7+8 7+8 788 7+6• 7:8B 7+8 TABLE 1'A: 51HlHebhtto•NEa .(*)DP' (Waterh ittradal.wng). Sill FtisarHeighf G+) O"Lgn (Ffdtdr B-W1;'8s Pressuir, Fsl shear 171 'Flush-111Y' saamato3 Lmv - 2-U2' + 48.67. M¢dam-3-114: +a6:0• .SEENOTES 1.3 r-oHLENGTHT10 ?I i-' 01 0HR FOR mS AmpLE ON usiNG TABLE,'SWSHEET7. - ~ --_ OHRA7to Ofi H'LENGTH 6H HEICHT' NOTES: 17POSITIVEPRESSURE47N'1ALE•1ARE•BASEDONTHE USE.OF.7HEVA SILL ----- - 2)WHEN.USINGTHE2-U2"SILLEOSITI7(EWAf1RDPlS46.EiPSF*M.WHENUSINGTHE3�tWSILL,POSITIVEWATERDPIS �UNCHANGED).SEE _ - - so.D P5F MAX WHEN USING'THB.4" $ILL, POsITNEWATER DP IS 60.0 PSF MAX (NEGAT)VE PRESI t yoM PDANELW1pTi{-7" ' TABLE 1A, 3) 4-.3-1f4" AND 2-1/2 �MLL HEIGHTS AFtETESTED FOFtWAigR,INF1LTRATlo41mhiEREASTHE 1 11Y SILL.IS NOT AND MUST ONLY BE [15EO WHERE WATeRRESI§TANCE Is tgolr RE;LUJRF.,�: N'�AX.POSIT.tVC DESIGN PRESSURES'SHOWN' IN TA91.E 1 MAY DLO HElGHT•= BEUS6D'*RENtTHE 0.0.O ISPR07ECfEDVAN.OVERHANGCOMPLYISIG'SM1MTHTH@CURRENTFLORIDABUILotNGCODE(SEE DOOR'UMTHEIGHT-7612b"' A046pENTBIAGRAM);.THISCONxiioO-18•NOTRSATED•F..CR-:YyATERINFILT.M-nON. 4) SEE SHEETS 10-14 FARfWCHORAGE SPACING, EDGE DISTANOEAND EMS EDMwr INFORMATION. HWW- ➢LfORLUNI7 H'rJGHT-1.866" -6)DCORSEETO'.COMPLYWr( H,'rii iENT'FBCEGRESSREQUIREMENTSWHENREQLIRED- - 6)JpA4BA�LHORSARE-SPEG(FtEDASTHO7QTAL.AUARM__.'.'DMDE6Y2'FOR PAIRS TO BE INSTALLED. P.RDPUcTR5v1SED enm.,, ivrna wiar+ha.Fre: Interlock P-hoak tarRsdle'@Jao>y, ' StraighLAstragal A&embly }.acjkiate@ -SwaightAstrasal §B'AStragal AssembN lsc. le@ - 90'Astragal 735'Astyagal Auerntrly Lodkstile.@ •13.7Astragai standaid•Stltes Standard3tilc• 3tan'dardstlle standar.'dsdfe : StandardStlle Heavy-duty'5tile HeavydutyStile Hcacy Ursula Inside Heavy-dutyitile• •standardAwaagal ! OulsldeComer Outside Comer nyr a_L a Inside Irtstde Carver Oatside Carver Comer. parll60(x21 4art4tfi0' ParE fiO Pmm(stile) part!<67'(ASbagal) ; Part:.60 p3rti;1ls;(Cnmer Parttl]9{Ou ), Part+ftto ([n:) Parts 31. (Gom.g+xd mdUnt} PadV61 Resivari GE73r:OFNlrFi; 2M09 � � r sGO-7m 6 'd 22 I PG70130 2xptrat1oo liato 82M71202D SlSU>zaL•c Rr46uca Coniiol '' ; h. vmlx • em s �i A, WN Ma1.Si.PS B P.:wSa?ds TABLE 2: dr(foragapp7ovedeoafgtiosanSheets2&3) Maxmum DP for zU szes: +6D r-60 beDmSeday DesgPreBstm(DP)attdAneherCttmnliiasRegtfre Farcemer n%1 a nnetmm0a nn 9P tx 10H' eatae<t8dta, see cheat 11 eb1e2A (May ) 1)aatUn3 Fklght ,.he was 6, to gq, 7. Gtesa Types TA, 8 E.I. eP H+- 78 IV ILO 9P 79.7/Ir OLo Badla' O ❑ fC2" 81-7IH- QlA 500" s7 T/a" Plo 114 7437ra-DLC AtuhOr QauP 120- OSare' CID Antd:ar G[¢uy .1.4A, and the Eft r AAMS-1 tyPee 86.7r8• ARopatGmuy DLO Aamc[Gmup APehar Group AncnarGm¢i AnetlR[GmtlP Ncnar Gee C}N'I C441 Gi+S C4+1 1X+7 C4+7 7 Cq+1 al�mn Wow. 1 2 3 4 1 2 C4+7 CA+7 ra+t CS+1 Gi*1 C4N CA+f CC+1 i +t G+] rM1 Con p++7 Chi 70 10 l0 10 Han StO C4«1 CA+1 Caw 04+1 C441 GN GNf B B e e B e 10 70 !D t91 SO 10 iD SO 7D SO 10 10 24" 77, D1A Jamb B S 8 5 H+7 B itB a 7+8 IsB 7+ T+8 8 7+6 8 7+8 7+8 T*e AH 7+8 7+a T+a 8+9 Sts g+9 8+B 8+9 a+a 8+B a+9 9M0 9«tD s+f0 e+10 9t10 6+70 s+10 8+10 e.haax 8+7 6+T 6+7 0441 C401 CON rA+i 104+1 CA+! C4+1 rl+! C4+1 Gitf C4+1 CA+S G+1 aF+t cn+-t 1D 10 GG✓1 C4+,1 SO itr 1:4+9 C'A+1 CA+1 cA+S 10 !D f0 10 C/.rS t.4+1 10 1 C4+1 f0 104+'f SD C+•t 10 C++1 SO CJhi 10 CAtt 1Q f{QadlSIX CA+t CAt1 C4+1 B 6 8 8 a 8 0 B B 8 [ 8 B+s 6+0 6+9 $rB 8+8 B+9 8+9 8+a 8+49 g:10 BMD 8+50 B-10 ailo B+10 9+t0 3P f)[�.O Jmnh 8 8 8 B e 7+8 7+8 7+8 7+H 7+8 7<8 7+8 7+g 7+8 T+8 T+8 p-h0 51q 6;7 +7 CAt! 64 C4+1 T+B C4+1 %4 l C/i+1 Gb+t CN'1 CS+'1 CA+1 4' Q4+1 C4+1 G+1 C4+1 C4+7 CA+f C4M 10 C4+7 10 G4+'1 70 C6+1 10 O2+{ 1D (•A+! 10 CAM Gi+i 10 10 C4+1 10 C6+1 t0 C4+51L`S+'1 10 !0 C/f+1 10 CR+1 10 1{aadi511I Cd+t C14+1 8 a 8 E B 8 a E B 8 8 1D !O 0+8 C4+1 6+9 C4+1 H+8 Ca+1 8+4 CW7 8+9 Carl 64a C441 9+10 9N0 C4M rA+i B+fO CStt 6+1D t",r+1 9+70 Cq+1 9T70 Ctt 9+70 C6+7 5+70 15+1 O.kx11D Pfia¢K g 8+7 6+1 g g 8+7 a 6r7 B 7+8 7+s T+s 7*e T+a 7+8 7+8 7+D 7+8 7+8 +8 7+8 6+9 H+9 C4+T Gt+1 C4+1 C4+1 �+•! Cq+! CA+! CA+1 CA+1 CA+S C4+7. l`A+1 C4*1 C4+1 C4+1 e C4«1 10 rA+1 10 10 10 10 19 7D D 10 iD 10 70 !6 10 10 29 Hrad15111 z Di+1 8 a B B 8 B a 8 8 a 8 7+B 8+9 SIB B+a B+n H+9 8+0 E+9 1 9+B eN0 9v10 4t10 8+10 9476 9+70 °*10 D+70 CS+2 42' I 8 8 B 8r7 E+7 T+g 7+8 +8 7+8 7+8 T+g TtH 7r8 7+8 7*8 7+8 ¢X P1ur7 at +7 6+7 C4+2 C4+2 C4+0. ['A+2 C4r2 CN2 CA+2 C4'2 C4+2 C4+r2 +2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G+2 GLF2 C0+2 CA+2 Gi+2 C6+2 OGVl C542 D8+2 G5+2 C512 L'Sr2 +2 1R W SD LD 10 ^- '� Hea 16 8 6 8 e B 8 H 8 8 8 8 19 10 7D 10 10 10 10 1D SQ 1R 10 - z <Br QLO _ II 6 H -7+8 +g + Jre 7•8 748 7+H 7+H 7+8 7*8 8+9 0+B 8+4 a+9 B+B 8+8 a+6 H+9 9+t0 9+10 gN0 4+SC 8N0 E+SO 9+1D 9x1O 6+7 Oi+'Z 6+7 C4+2 6+7 CA+2 H+7 C4+2 7+3 C4+2 7+ f:0+2 U,+1 C4+2 1i0+2 G+2 CA*2. ChiQ C4+2 C++R $y x=:USIft Jamb 8 B 5 d 8 a B 8 6 8 8 e 8 7+8 T+8 8 7 8 7+8 QLP P-BcdS 8+7 8+T a+7 8+7 7+8 7+B 7+g 7+6 T+a 7+B T+B 7+B Nat 2vallablelnth6sesfzes Kea an C4r2 C4+2 [Yr+2 G+2 C4'YL 1,0 4+2 CA+2 CW2 CA+2 CA+2 CA+2 CA+2 CG+2 G4+2 O damp a e a B 7 e 8 8 6 B e a 7+8 a 7+8 a 7+8 a +8 8 + a TaH t P-h¢aX 6+7 BF7 B+7 fr+7 7+8 T+6 7+H 7+8 7+a 7+e .a e7vuvleLIZ Uri Onrsi n OLO WIDTrI= NOTES: — _ _ _ a� 1) PITI OSVE PRESSURES IN TABLE 7ARE BASED ON THE USE OF THE 3-1141 SILL. NOM. PANEL WIDTH -7" 2) WHEN USING THE 2112" SILL, POSITIVE WATER OFIS46.67PSFMAX WHEN USING THE3-v siu. � -TABLE2 I pOSITNE WATER DP IS 60.0 PSF MAX. WFIEN Us1NG THE-C' SILL, POSITIVE WATERDP IS 60.0 PSF,:vu1X.... Sill He[ghtto Max. (+) DP j:0H LENG1"Li t-.— DLO HEIGHF= (NE4ATfVEPRES,UNOHANGED).SEETABLE2k (Waterlr�IlragDnitaa4r3) DOOR UNITHEIGKr-10.126' 3)A", 3-1y4' AND 21/2" SRL HEfGHTs ARE T-eSrEDFORWATER1NFlLTAATIONWHEREASTHE1-U2" SDI Riser Height SO 1 15 NOT AND MUST ONLYBE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX (PietcrBDx.See (+)Design PANEL. HEIGHT POSITIVE DESIGN PRESSURES SHOWN IN TABLE2 MAYBE USED WHEN THE DOOR IS PRDTECTED BY Press ue, psf OH RAT10 ? 1 EShtl7DDORUNfCHJGHT-1.fi6fi" AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DUIGRAM} THIS CONDITION IS Flush -1.=1 I sae late 3 NOT RATFQFORWATERINFILTRATION. Low-2110 +Age7 4) SEE SHEETS J O-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Madlun _ 3-114" + 9D,Q 5) DOOR SIZE TO COMPLY WITH OURP•ENT FBO EGRESS REQUIREMENTSWHEN REQUIRED. FDgh-4u r fiO.Q OH LENGTH 6),IAMBANCHORS ARE SPECIFIE_DASTHE TOTAL QUANTITY. DIVIDE 13Y2FOR ?AIRS TOBE SEE NOTESI3 OH RATIO PRODUCT REVISED INSTALLED. OH HEIGHT RU11Cta51Cad with Lilo Plortda OR PARTDIMENSIONS AND SHEETS 18 & 13 FORASSEMBLY DETAILS. NOA No• 16-0629A6 LLDWING STILE & ASTRAGAL TYPES SHALL BE USED FDRTABLc 2 SEE SHF�TS 21 &22 elGttle@ F aPAftrbly 13 LocTsi to @ -hock LDdadle@Jamb StraightAw2PI bly 90"AiLockstite@ 90'AStre6al Assembly ssembl8alAssembly i39'AstrdSal HeavydutySble U��;t HeavydutystEL Heavy-dMstile Standard AstraEal Hawy-4yty$tDa HeavydutvMile OtrttldeF-i Heavy-duwsule outside Heavy-dutyStlls, tru e Cane Heavydut0tile 77134 corner de a�-1 � mer Cutilde lnsldeeamF I I rn. Comer Partli6l PartF61 PaR 861 [Stile} PaKa57(Astragal) part861 PaR 61 (Stile) Part Cila(Cornerotfn.parufr31&832 Rwe % , 0 (In.} P 111 (Stile) (ram. & Fzd Mavnt) ParcPzRVe1(ea) raptnzvon nett 02/17/2020 �n:t �j .r¢aBct Gbirtiol^ •�1::�1:7 r. •-71` �,`��fA jl - - we ^LO$14�.• m.aa, - m797PtlMWDGYDFBPE DPANDANCHORAGE SERIES 770ALUM. SGD-LMIMPACT Pr me n- LYNN MIL14R.P.& NTS 7 a 22 PGIUf30 B P.exams q TABLE 3_ Quantities Rugs irod, (for all approved configprations on SbGets 2 & 3) Max18 h nee b owcl below Desig}7 Pr¢SSure (DP)and Anchor Fa[enmaracttagrJanchortgeon30•oC1a5'errrlertwis,sessheetii tD (M Y y'W62A) Door linit Hal ht Table *pies to Glass TA= 4, 4A, 73-718'DLD 79718-DIA 85718 DLO 1T 877/D o 1D8' 9T-7f8.O a, PA, 7, TA, 6 &RA andibe S810! 68-Tia. DLO AnellatGlo:7 AnChorGfDUp nehnrarou Anen9tC'IouP AI5CholGroup APCdMG7aDp AstrAatolfypeashawnhefrkl. 4 1 4 4 1 4 1 a 4 1 2 3 v40.0 st - +g-az1 psr +Z 5.0 Des? aPrasaare CsT+! C4+7 C4+1 Cd+i C4+tIC4t1 CX+1 C4+1 C4+'F Cd41 GS+i C4+1 1 C4t! C4+i C4t1 Gi+1 Cott Cgti C4+! cd+t C4+! 04+'f C4 �„ 17° Hdad1S01 8+9 8+9 DLO Jamb Er a 6+7 e8 T+8 7+8 7+8 1 7+8 1 7+8 .X+B I 7+H 1 7t8 T+g 7+H 7+8 H+4 g+9 a+9 0+9 8+8 Sb9 6+7 8+7 6+7 +/3JI Par +F825 psf +176,0 psC 003790 PMSurs C4+1 04+1 C4+i C4+1 x4i rA+i CA+1 CM^t C4ti 04+! CAtt C4M oa+i Gi+'1 C4tT C4kf C4+t C4+i C4t1 C4+t C4+! C4+1 1D 1D C4+1 C4+1 10 1D 30° 2W HeedlSll H 8 E 8 B 8 8 8 8 8 8 8 8 a to t0 t0 in 8+9 8+9 Bt9 &F4 DL0 Jamb F4100K 8 a fit? fit? 6+7 6+ T+8 7+8 T+g T+8 7t8 7+6 7+8 7+6 7+8 7+s 7+8 7+s a+9 8+9 a;9 at9 il-7a,Opsl +/-828ps1 poslgnPressure +r•90.Op5! 4Z C4+1 C4+1 C4+2 C4+2 C4+1 04+1 C6+2 C6+2 CA+t C4+1 (Sr2 C6+2 C4t1 CA+1 CS+1 CS+1 CA+! Cott C5=1 CS+T i" 29° HeeFISOI C4+9 C4+1 GH'2 a 8 B 8 6 8 8 8 8 10 8 10 t0 TO 1D 10 SO }a !0 �0 _ ,n,„ b - B 8 -8+7- 8 6+7 8 8 JFtZ 7+8 7+8 7+St +g 7+8 7+6 7+8 7+8 819 8+9 8+9 8+9 8+9 8+9 S+B Et9 gt9 &Fa 8+9 -G+7- p-hook +l52.5 psT tl-750 pst DeNSPt Preeaare C4+2 C4+2 C¢F2 Cgi2 CA•t2 rl•t2 C6+2 e 2 06}2 C5t2 C5+2 Q+2 C8+2 C9+2 GS+,� Ca{ T.6t? SF C8+2 C5+2 i0 e9+z 10 C5�•2 10 C5+2 10- 42' 35' HCnd7sin 8 8 8 B 8 9 a a 10 S 8 a !0 8 10 10 Se 1a 8+9 8+B S+9 at3 DLO rob 9 S 6t7 741 T+ 7+6 7+8 7+a 7+8 7+8 7+g g+9 6+8 6t8 8+9 S+s BF9 8+9 8t9 8+9 H+9 Big P-ITODK +/so.apsf Sae NdteAheblY +1825 psf +J-T6,a psf Do=p�yym 04'I'2 C4+2 C5+1 [3+2 .rAt2 C5+2 C6+2 C6+ 02 Cb+2 (:6+2 Csi2 C54z IS4.i2 CG+2 C5+2 c5+2 C6+2 Grr.2 Catz C6+2 C9+z Ca+2 CS+2 AB'""41"- HaadlSfli a 8 a 8 8 t9 a 8 8 1D a 8 8 .. 1P" 8. �a !D 10 10 10 70 1a 10 8+9 9+t0 9+10 SHO DLO Jem77 a g{9 8+8 H+9�19+9 gt9 8+9 a4e 8+S 9; 9+10 8tt0 E+B 9+10 9+1A 1t40 I' -hoax 8+7 7+8 7+8 7t8 7{g „Te . �tomn ocF rna•r-r asc TvaFs a. aA. B. (5A. 7A, B MIA: w/ 87.1 FOR GL4S5 TYPE 7 FOR EXAMPLt UN UJW4- ,.��, .�-� �, •�� • , . NOTES 1) Poanwrz PRESSURES IN TABLE S ARE BASED ON THE USE OFTHE 4" SILL 2) WHEN USING r}i _ 2.112• SILL, POST V=wA7ERDP IS 46,67 PSF MAX WHEN USINGTHE B-114' SILL POSTCIVE WATER DLO WIDTH = ROM. PANELWIDTH DP IS 60,0 PSFMAX WHEN USINGTIi= 4" SILL- POSITIVE WATER DP 1590.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). Sl'. TABLE 3A. s} 4", 3 t14"APID PAW SILL HEIGH75ARE TESTED FORWATER INFILTRATION VMFREASTHE 1.112• SILL IS NOT AND RESISTANCE ISNOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN DLO HEIGHT = DOOR LINFTHEIGHT- 10,125' MUST ONLY BEusWWHEREWATER TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA ADJACENTDWGRAMj THIS COND(T10N IS NOT RATED FOR WATER INFILTRATION. PANELFEIGHT= DOOR UNIT HEIGHT - i,866" BUILDING CODE (SEE 4) SEESHEETS TD-14 FORANCHORAGE SPAGNG, EDGE DISTANCEAND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH OURRE14T FBCEGRESS REQUIREMENTS WHEN REQUIRED- G) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DMDF BY2 FOR PAIRS TO BE INSTALLED, c THE FOLLOWING STALE A ASTRAGALTYPES Interlock P-honk HexW-d Stlles H=ayy-dutySGle Si+A Leetafile@.1z;:tb HealyduWstlle Straight Astragal Assembly Heavy-detyStile Heavy-duNAstragal LocKsGleafa Straight Astragal Hea"urjstite 9o'ASttagal Assembly Heavy-duty Stile Outside {��.l�:s-I lnsTde Comet' I t Iedadle@ 90-Asiragal Hewy duty5dle Outride comer Inside Carr,ur 135'AStragal Assemhiy He2W-dutySdiede Come ou[s[de Corner Ioelatlle@ i35°Astragal He0vY.dutyStRe Part'461 (#j Part k'a} Part k61 PartBaL ls tile) PartH68(AsVagel) PaRN61 Part86L(Stile) Patt=Ei Recalvar nor Part;D.19(Out.) P�,#y20(In.) Part Y,61 (Stile) � � �M�� Part:6i f Ce7tY.OF,La715B197.95 I �, .7171J `• LJy7 flwrrtvr 8 a 2Q a+.�v PCaT0130 SIh He)ghtto Max. (+) pP (Wa(er Infiltnd on Rearm) $N Riser Helsht (+) Design (FI 1 or3oz, Sea _ Pressure, psf OH LENGTH I- O�O OH FiA710 Z t L� o f OH RATIO - OH LENGTH OH HEIGHT PRODUCT REVISED 25 eomplyios with tho 71d4do Balldlns Code NOA-No. '15-0529.06 s�tneo4 D=te a2rav/zazo y HY ri11�m1-D dvcxconm A. A. M 4 Ntt1FR, P.£ I?Ar ns 7+�P'HOOKANCHORAGE CONSISTS OF. SEE "CS'CLUS7ER NO FRAME JAMB (7)P-HOOK ANCHORS. SEE"CS"CLUSTER UNIFWII77H SEE"c5°CLUSfERbE'AILS, FO AS• AGAL 10 _ REQUIRED @ (PE4PkN0lCULARTO GLASS DETAILS, SHEEP 10 FOR REQUIRES "C6" SHEET SO FOR INTERLOCK 26" MAX O.C, SASLI¢CE .; EXTERIOR PLANE)SEETABLE2,SHEET7 INTERLOCK CLUMP, SEE NOiE THIS 4. POCKETS AND 60NPANEL OOM DETAILS, SHEEP 11 x SHEET % =i SEE POCKET (a)P-HOOK 1--�__ x x x x / x x x x x is JAMB MOUNTING x x. xx G`MAX. `i Er x x xx INSTALLA-mg, ADAPTER �}�-}- o �v' j THISSHF-ET ANCHORS MIDWAY i �5 MAX, I I 4PARSOF &SHEETI4 BE,7'WEENP-HOOK I j %_ME ` ANCHORS Sc AT S" i iI.I O I ANCHORS x ANCHORS 0 (TOTALS FROM TOP& $ I� _iI rs NI 4 UNIT zt•atAX ANCHORS) O'0' 1. BOTTOM i o n MAX HEIGHT c> sco,a j I"!` 5u OPENING lya �" °l 14MASLO.0 Cp®ANCHORS I I01-7 PER JAMB '�-7 (SEEJAMB x EDGE OF POCKET SEE s a i �u i i&� i DETAIL BELOW) t� INSTALL 'Kd. ° j rn ocP^HOOK DETAILSVe& ICd, j a m MOUKrIIN _ FENDPA�1EL SHEET 14&PART ( 1� I I ADAPTER tX� o,- 3'MAx x RAG -FOR +ram ANCHORS 5REEY18-FOR---� i _ z 24" MAX O.G.. (2 ANHCHORS7 �j - P-HOOK L`•--- 5- x x�"--�" END PANrL o- �+ I - - +2" _ ANCHORS '. xx xx , +Y �I+r sxff i NCHORAGE` x , x >< x `i` ` ANCHORAGE A" x`--'t •- '� *2• M7cttaxAG= (sFEs1�TCH sst.owl ,±+w +2 ANCHDF A� .. 8,mAX TYP, .,,: ; --ANC, PxdF.. ANCHORAGE AWCHOWGE 2 D4" OPPANFI i 1EXAMPLE.-B-PANIEL2TRACK90.OUTSIQECORNER- )XDOCO-FJO'.MOUNT POCKET- ANCHORAGEPLAN: SPLSCENO'I7= 24°MAX. 60, xSS^ NOM. FANELS. ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET T) s° NON-STRUCTURAL O.C. ANCHpRAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED � 1) APPftOVEO ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTf7fcS SPECIFIED IN TABLES i•3:SHEETS fr8_ F crmOR HEAO OR SILL ti• A SPLICE k s0" 'I �CEN7ERLJNEOF HPAO & SN.L; 3" MAX. FRAM FRAM= CORNERS. USE SPECIRED CLUSTER FROM 2i' Gyp OCCURSATTHHP-HOOK. SHEETS 6$ AT EACH 1NTERLOCK AND STriA1GHT AND Pl3RNER MAX. NOM 0 1 1N7FALOCK APPROPRIATE TABLES, A5IRAGALLOCATION PLUSSPECiF7EDQUANfITYOFADD[rIONAtINTERMEDIA O.0 T PANEL SEE °C5" CLUSTER ANCHORS PER PANcT ADDITIONAL ANCHORS 24" O.C. MAXSMUM WIDTH DETAILe, 5riEET10 xozw 5.64" FOR INTERLOCK ANCHORS ATTHE MIDPOINTOF END PANELS ARE ONLY I ^42" ANCHORAGE REQUIRED IF THE O.C. DISTANCETOTHE NFxTANCHOR EN CWSTERISOVER24°,OTHERWISE ANCHORS 8�� LYREVISED g5• REQUIRED AS PERTHE FIGUREATTUGHTt BOTTOM,21'WXACHORPARO.O.(JAMBS),14'MAXANCHOR Z-TRACK — ..mpl�In with fho Pimida N 16.0529,05 CENTERLWE JAMSS &P-HOOKS: B'MAX FROM OFPANEL 2 O,C, (P-HOOK)UTiLONGANCHORQUANTITIESFROMAPPROPRIATETABLES,SHEET$6-S. SEE �gMEJAM6 NOA-No. mKptraltonDam02117J2Q2D p.HOOKANCHORDETAILS ON SHEET 14. ANCHOR PAIR REQUIRES "+2"ANCHORAGE SEVC5•CLUSTER C5WEPLINE END PANEL CENTERLINE DETAILS,SHF.ET10 ANCHORAG sy Miam, a roaaeteonem "C6"CLUSTER SEc 1--OF FORASTRAGAL �OF (2ANCHORS) B" DETAILS, SHEET 11 1 JNTERLOCK ASTRAGAL 1+- t I"MAY,OR OFPANEL3'+2"ANCHOFL4GE CEN7ERLlNE ^+2"ANCHORAGSS �OFPANEL4 /'; F 1.}/ ' W a r SEE SHEET 1iFOR OTHER INTERMEDIATE ANCHORS '•- 'P4- n—a a,><- m AAICHaRAGE SPACING &F,CA14)PLE PUWS `=?'•�. v. .•,,_,: 1W07EUQ.�7rOGYJNWT r$ W. vraveEPAL �ears SERIES 77D ALUM- SGD -LM IMPACT :: •.• t . t : ' rc",xm: arc rc.er+-. (911}de1}600 cmc o..to++" wr. ALMIdU04P.E H on,msr.- -a."uuc �;- - e>:x>:erntJrxzlss9a, _ seo-»u N'fS 9 e22 PGTGi3G - - - -- ... P.E1ss8ras JR 1df➢/i4 --- - -- ASTRAGAL OR SPLIC_LOCATION ASTRAGAL OR SPLICELOCATION ASTRAGALOR I (FORSPLIGCONDITON, INTERLACK�IFNEEDED (I•e'TEL2LOCK IFNEEDEp IENER LIN5 I '06'CLUSTER E CENTERLINE CENTERLINE t CENTERLINE "Cfi°CLUSTERDETAlL} 1.76" 3.5" k• G, I 2.04 D xrE�-wIoa S 7" TOR#=G-45 V 2-TRACK FRAMEHSADISIIL V 2-TRACK FRAME HEADISILL �CIASTRAGALORINTERLOGC ^ASTRAGALORINTERICOK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS AREREQUIREO.'C41 ANCHORS ARE REQUIRED,'CV) DTAG. D 2,04 PxrenwaR 7" 3.5° V 2-TRACK FRAME HEAOlSILL Cod ASTRAGALOR INTERLOCK (USE WHORE 6 CLUSTER ANCHORS ARE REaUIRED,'C60 _ ASTRAGAUCR— SPLICE LOCATIO STWaAt Ot�(FOk ZO—L-1 w—'•'•'"`— ``+t^^2 INIr7tLOCKIF NEEDED INTERLOCK COND1T10N, USE _ CENTP�tLINE I CENTERLINE I 'OT CLUSTEROETAIL) Wl 14]18•E3" 3't t EKTC�,tIOR 7a FX'T�ERTIOI2r rlo V 3TRACKFRAME HEADISILL V 3-TRACKFRAME HEAPISILL TRA OR INT6RLpCK @ ASTRAGAL OR INTERLOCK (US£ WHERE 4 CLUST R (USE WHERE 5 CLUSTER ANCHORSARE REQUIRED, -Cr) ANCHORS ARE REQUIRED, ASTRAGALOR 6,PPUCELOCATION A5TRAGALOR f (FORSPUC£ A INTERLOCK--'-1 IF NEEDED 1NTERLOCKw-! CONDITION,USE CENTERLINE ; CENTERLINE I .C6"CLUSTERDETAIL} 4-TRACK FRAMEHEAwsu (ca ASTRAEALOR W'f =BLOCK (USE WHERE 4 OUSTER ANCHORS ARE REQUIRED, 'C41 ar. as n.�wc JR iQX0114 STRAIIALOK I SPIXE-LOCATION 'iA'TERLG6 Fn CENTERLINE j- - - 3.5' 4'DIAG. 2.04" " 5.3i D1AG. 4 I 4,08 EyMpiop 4-TRACK FRAME HEADISLLL (c7,4S1'RAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRE13,'C5°) . f r k t , " r 6' OIAG. zad^I MCMR 6' OIAG, 21` 1 MAX D.0 21^ } 524^ MAX- T D.c. O" MAX' 5.E4' —2-TRACK +" FRAME JAMB 6"MAX, ANCHORPAIR T ,,,111,��..,,._ li 4-TRACK �'11' I�tk6'DJAG. FRAMEJAMS I11 '� I I n1'lp zloa ANCHOR PAIR ANCHORS MAY BE INSTALL R) 21° EITHER IN THE EXT. ORINT. NAX TRACK LINT. SHOWN) t 2,0d' o 5.6d^ • NOTES: 1. ALL DIMENSIONS SHOWN 3.5" - 3S" ARE BASED ON MIN, 6" S-TRACKFRAME•HEADISILL MAX ALLOWED. 2. FOR HEAD ORSILL SPLICE (�ASTRAGALORINTERLOCK (USEWHERE6ICLUSTER �� LOCATIONSIANCHORAGEAT I 3-TRACKFRAME.IAMB ANCHORSARERE0.UIRPD,^CSC ANCHOR PAIR PHaOKSEESHEETs. STRAGAL OR (FORSPLtC6 FORSPLtCED CONDITIONS ONLY: INTERLOCK CONDITION, 00 NOT Cr'M1TIERUNE USETHISDVAIL) SPUCF-LODA110N —�-` 3.5" IFNE£D! D 33^ t-'-- ODU P.RCT REVISED �T� P%111%wtfh l[+o'Ftm[da 2XI 2 {-TRACK FRAME HEADISILL g ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, °CG') WITH & WITHOUT SPLICE CONDITION 77oALUM. SGI]-LMIIp ACT - NTs 40 � 22 PG'POi30 8m a3 ° 4S•0629.66 ROlF3io. _ ^Fxpieakion Cake 02M11202D Sy NllartFAD Back cettTDl X LYNN 901EFLP.6, < P.E3587M 2,09 204" mtt>=RIDa 204° INTERIOR 2.04° NOTES; S INrOR 7" 1.ALL DIMENSIONS SHOWN 064 ARE BASED ON MIN6v1UM 4" DIAG.ALLOWED. 4"DIAG. fi12" 5.12• 2 OEiAILS OEFICi ANCHOR QUANTCTYANDSPAGING, iIOR 90EXr9rd0R AND WOULD BE IDENTICAL EXMOOR ERIGR4"D1AG,. 4"DIAG. FOR�CCERIORORiKT2RIOR CORNER CONFIGURATIONS. 3,S° EXTWOOR4° OR 4° 204 7'2.4° 204' �" PR OR OR SO'CORNER so, CORNER 125' CORNER 136' CORNER 2-7RACKFRAMEHEADISILL 2-[RACK FRAMEHSDiS1t4 2-7RACKFRAMS1E /SILL 2-TRACKFWN7EhEAD/SRL (USE WHERE 4CLUSTER—_ ---_ N -S" FS..IIRFiCLUSTER -.-. -- .-- (USE1�k` E�CLLI�CER (U6EWHERE60R6CLUSTEFt ANEL CENiE !NE ° ANCHORS AREREOUIRED,'C5') O P ANCHORS ARE -REQUIRED, "� ANCHORS AREREQU0RED,- ae1 -. _ __ . ANCHOR�:4RE a atStliEa: •� - - !LT ANCHOR WERIC Elor . . nox.r.:,., ANCHOR 2.04 �° OIAC--. IrrEaloR 4• g 71y�r.� 3.b' t - s0 T EMMOR I CENTERUME f OFPANEI 3S, `43" ANCHOR 4.08" 4.09, 7' 5 5.37" I CENTERLINE 204" 4° OIAG. 4 OF PANFl EXfErUDR 3.ST %, 9MRIOR T 4• IUTEMOR ALN_I. •+2 ANCHOR 3 90'CORNER 135'CORNER VIEWS 7" CENTERLINE 3-'iRACK FRAME HEADlSIl1. 3-TRACKtRAME HEADSIf,L OF PANEL C6"ANCHORCLUSTERREQUIRED (°Cs°ANCHORCLUSTERREQUIRED 4"DIAL' 2-TRACK FRAME HEAD/SILL ATALLS.iRACKCORNERS) AT ALL3-7RACKCORNERS) IN'TERMEDIATEANCHOR LAYOUT INTERIOR 6.12° INMRIOR 2.04' 2.04 3.5" CENTERLINE 4, orERIDa - uQiERtOR 5.88" Or PANEL PRODUCT REVISED = J emng [Yfng wttL tho Ftoridm INTERIOR 90 4•" 135° 204" I ""ANCHOR NDA-No. '16-0629.06 T _ Mcp[r.°t;on Irxta 02/1712II20 fi 12" 4" 6.12° � 4.08° Ig4y'um -A rogues control 1 P)CfER16R 4 4° DIAO. Ste" • I 3.5" 1 i •"-- :....., 2.04 pCTERIOP_ r 7•' - ESfYEFUOR 4" CBVTERUIlr•'`� �..re�+�.,���L�:? 2.04• — �OFPANEL 90' CORNER 135' CORNER ; 't 4TRACKFRATV FHS1OOLL 4-TRACKFRAMEHEADISILL _ " ao.'a.•tJ3 t 4-TRACK FRAME HEAD/SILL ("CS"AR CLUSTER RcQUIRED ("CB'MICHOR CLUSTER REQUIRED IN'TERMEDIA7EANCHORLAYOUT 11- „• -'��=�, ANCHOrALL4-TRACK CORNERS) AT ALL (3TRACKSIMILAR) - -- Torvreio+acosrwu •-�_:n�.~.y- MAT- QF ANCHORAGE, EXAMPLE CLUSTERS ",�_;;,• vs xmmm� ... .. M.YEMaCF 31275 me .• 'f" :� •- .,,� R.El tr'++tx�taw SERl#S770ALUM. SChD-LMlMPACT aorwue :�: —1f •' 22 a°ncu. —, ALYNN NgLtF.R, P.E. .rR iO%C/t4 �rn tFw: OFAtlMi0n$ s6D•Ti'° N7�S iPG70i30 P.C65BM fNSTALLATI�N DETAILS EMBEDMENT: SEETABLEA,SHEET I EDGE DISTANCE EDGE DISTANCE SEE TABLE A, SHEET 1 SEETABLE A SHEET 1 iji Iw �crsalOS Ile SHIM SHIm - iMJ3EDM _NT: 1 I EE TABLE A, SHEETI WOODANCHORTYP, 2xwCOD WOODANCHCRTYP., 2XWOOD SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES - TYP.. SEE ANCHOR _ &TABLE SHEET NOTE 3. SHEET1 &TABLEA�SAEET`l Nd'f c 3. SHEETI_ - ---_ - -_ — c2TRACKFRAMSHEAD-- - —_— _c?=_• -. 3-TRACKr AMEHEAD.J` WOOD LNSTALSATION gw WOOD INSTALLATION WOOD ANCHORTYP.;. 2XWOOD SEEAMCHORNOTES-- SI;EANCHOR & TABLE A, SHEET I / NOTE 3, SHEETI WOOIJANCHORTY?.,. -'- :2XWO06" SEEANCHORNOTES 7YP..SEEANCHOR sEE — &1AHL SHEET 1 NOTE 3, SHEET i SEEANCHOR NUTE 5, SHEET --I 1(114 MAX ) MTacRIOR 2_ 6° T-�l F-DGEDISTANCB SEE TABLE A, SHIN i EMBEDMENT:SEETABLSA,SHEET I 2-TRACK FRAME STU_ OW WODO WT STALLATXON ANCHOR NOTE 6, SHtFI' t (1(b' _:MAY 2.,1,s., EDGE DISTANCE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 34RACK FRAME SILL Ew WOOD INSTALTAN EMBEOMENT: SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A. SHEET, i 2-t/15"` NOTES: rW 1-ALLDIMENSIONS r- MAX. SHOWN ARE BASED 3 SHIM ON MIN, ALLOWED. 2 IVMTAL OR WOOD SUBSTRATES MAY BE USED FORALL FRAME AdETAL7YP., SMSANCHORTYP„ TYPESPERTABLEA, SHEETI" 3fiE4NCHOR SEEANGHORNOTES .NOTER,SHEETI &TABLEA,SHEETI -DIAGONAL O.C.1S .4-'tRACKFRAME HEAD MIN 4-HEAD&SILL) METAL INSTALLATION OR V (JAMB) SEE SMSANCHORTYP_ METALTYP., DETAILS,SHEETS ,D&1' SEE ANCHOR NOTES SEEANOHOR SEE &TABLEA,SHE=TXNOTE4,SHEET I Tana n_,u n-an ru n nss" ti f --MIN. OF 3 THREADS BEYOND NOTE 5, SHEET, (t14' MAK] Exrr'Zo;z II �2-Itir EMBEOMEN7-SEE �I TABLE A, SHEET EMBEDMENT: SEE -- i EDGE DISTANCE TABLE A.SHHET I EDGEDISTANCE: SEETABLEA, 2XWOOD TYPSEEANCHOR SEE TABLE A. 2XWOOD TYR,SEEANCHOR SHEET, ., NOTES, SHEET1 SHEETI NOTE 3, SHEET t 2-VIV- r 2-1116. IOOD ANCHORTYR, WOOD ANCHORTYP, tEE ANCHOR NOTES SEE ANCHOR NOTES & TABLEA, SHEET 1 &TABLEA, SHEETI mccmc;z IfV MAY- SHIM E(YE BOA 1/4' MAX. SHIM — 4 _____-.__..f.A710N - `-"•"`--: '; EMBEDMENT: SEE TABLE A, SHEET, EDGE DISTANCE: SEE TABLE A. SHEET 1 4-TRACK FRAME SILL .w METAL INSTALLATION EMSEDMENT:SEE TABLE A, SHEET 1 TANCE: BLE A. METAL.TYP.,ETI PROCUCTRLVISED SEE ANCHOR as eomplyh q with Oho Florida NOTE 4, SHEET 1 Bm1d1115 coao 18-0629.06 NOA-Na FSG5TE €xpimiion Dato D%l'17/2020 SMS ANCHOR TYP., SEE ANCHOR NOTES 8 TABLE A, SHEET 1 OFS EADS ONDTHE .�N 1YNN 71(�:.... AL 1Y = sr .STRATE 1l4°MAX-SHIM I'— No.svos 4.TRACKFRAMEJAMB eeril: GP.:tltti. d2= � p 5--y- Nf'S 12 a 2z INSTALLATION DETAILS FUSEDMENT:SEE TABLE A,SHEEI I EDGE DISTANCE: CONCRETE EDGEDI&TANCE SEE SEETABLEA,SHEET I CONCRETE PERTABLE TABLE SHEET1 PERTABLE ERT� E PER7ABLE 2Ntfl"' SHEET1 A, SHEn-I' 1 2-l/ifi• A SHEET I _ ,- A, 6MSEDME�NT: J 11 FXtERIOR_ I AX e,cr�Ri ;EETABLEA, MAY- B' SHEET 1 ..... . `�R' PROPERLYSECURED"tX— CONCREETEANCHOR TYR. PROPERLYMCUREDIX- C0kCFi E., ._ -i;l WOOD BUCKTYP., SEE SEEANGHOR NOTES & WOOD BUCKTYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3,SHEET i 1ABLEA,SHEET1 ANCHOR NOTE 3.SHEET I aTABLEASHE ETI 2:iRACK FRAMI HEED 3-TRACK FRAME'HEA➢.. •...: •: - - . CONCRETE INSTALLATION B®o CONCRETE 1NSTAtLATIDN . CONCRETEANCHORTYP PR PO ERLYSECURED-4X—CONCRETEANCHOR'TYP., SEEANCHORNO7ES& WOOD BUCKTYP.,SEE SEEANCHOR-NOTESA TABLEA,SHEETI ANCHDRNC4E3,SHEETI TABLEA SHEETI SEE ANCHOR SEEANCHOR NOTE 5, SHEET NOTE 6, 1(1fa° MAX.) SHEET' (1!4 MAX.) PROPERLY SECURED 1X -woo 9UCK7`.'P�SEE ANCHOR NOTE S. SHEET'r ." " I SEEANCHOR a 2�r1s•• c' 2,/16 • 4. 1S4ti EDGEDISTANCE CONCRETE EDGE DISTANCE: SEETABLEASFEETI PERTABLE SEE TABLEA,SHM—ri EMBEDMENT: SEE TABLE A, SH-T 1 A, SHEET t EMBEDMENT: SEE TABLEA SHEET 1 2-TRACK FRAME SILL 6�h3-TRACK FRAME SILL W CONCRETE INSTALLATION Ko CONCRETE INSTALLATION DMENT:SEE _ MTABLE A. SHEET I PROpERLYSECURED 1XWOOD BUCKTYP.,— SEE ANCHOR NOTE 3, SHEET CONCJOMUANCHOR TYP.. SEEANCHOR-E NOTES & TABLE A --- ---- SHEETI--- •---Tg'T1 i V1/4*MAX.SHIM • EMBEDMENT. SEE TABLE A. SHEET NOTES, EDGE DISTANCE 1, ALL DIMENSIONS i SEE TABLE A, SHEEP i SHOWN ARE BASED 2-U16° • ON MIN. ALLOWED, 114" °DIAGONALO.C.IS M M MIN 4" (HEAD &SILL) 1 OR6' (JAMB) S- DETAILS, S?•L=E'TS 10 & 11. PROPERLYSECURED1X CONCRETEANCHORTYR, WOOD BUCKTYP., SECS - SEEANCHORNOTES& ANCHOR NOTE 3, SHEET I TABLK A, SH-=ET'1 4 TRACK FRAME HEAD CONCRETF INSTALLATION CONCRETEANCHORTYP., PROPERLY SECURED 1X SEEANCHORNOTES& WOODSUCKTYP.,S� �? gLEA SHEET i7ANCHORNOTE3,SHEETI CONCRETE 2 Mal - PERTABLE CONCRETE EDGE DISTANCE: A, SFIEET I PERTABLE SEE TABLE A,SHEET I A. SHEET EMBEDMENi:SETABLEA SHEETI EMBEDMENT: SEE TABLEA,SHEET i �. ;l EDGE DISTANCE: I CONCJCMU ANCHOR SEE TABLEA, — I . TYP., SEE ANCHOR SHEET i EDGEDISTANCE: NOTES &TABLEA, sEETABLEA, SHEET rl• 21/16•' 1 ; —TSHEEET 2 tlgg" • PROPERLY SECURED 1XWCODBUCKTYP I �* �" SEEANCHORNOlE3, CONCRETE - CONCRETE sli i CRCMU _ORCMU A SHEE7_t. PERTABLE 114, _ A. SHEET 1 4-TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 —� EDGEDISTANCE: PROPERLY SECURED IX WOOD HUCKTYP, SEE ANCHOR NOTE3, SHEET I SEE7ABLEA, SHEET 4 PRODUCT REVISED �d�sN�n�wi4'.boFlorida NOA ND. 16-0629,0E - ��•'• E°' gONCJGMUANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 2-1178°• i CONCRETE Expl=fion Data 0214712020 ,hi ml-n nranuct Coatro, A OR CMU s97c9 = 1 wry` %•,�5;,:� �;5,^^ A;tfirq 5 1/4• MAX. SHIM 4-1-RACK-FRAME CONCRETEICMU PERTABLE JAMBNa INSTALLATION 7CH6PAGEDETAILS 3EWES770ALUM. SGD-LMLUPACT k � $Or-77o M'S 13 - 22 1 PG7D130 S INSTALLATION DETAILS FRAME JAMB REQUIRED ATALL INSIDE POCKETS EMBEDMENT: SM TO PREVENT WOOD FRAMING TABLE A. SHEET 1- P-HOOOK MOUNTINGADAPTER WATER - - -WDD ANCHOR TYR -- #NFII i11yT1 SEE -ANCHOR NOTES- - - r=usEDMENT: ET & TABLE A, SHEI SEETABLE A. (ALSO SEE TYP. sHEET.1� z8 IILLUSTRAnON &HT9) ' TABLE A. SHEET I EMBEDMETIT: SEETASLEA, 28 FOR SHEET-1 1KW000 At1CHOR?lP., — _ _ j P-HOOK SEEANCHORNOTES CONGRETE OR,, & TABLE A. SHEET I CMU PER TABLE (ALSO SEE TYP. 2.698' MIN. A; SHEET I ILLUSTRATION. SHEET 9) EDGE DISTANCE P-HOOK POR USE WITH FLAT SILL RISERS t•� P61TS018, 920, �22 DR;5= WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & SA MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION ME TAL TYP., SEEANCHOR EMSEDMENT:SEE P-HOOKMOUNTING CONORETEOR ADAPTER SMS NOTE 4Y SHEET 1; TABLEA SHEET1 CMU PESHEET I ANCHORTYP., SEE MIN. OF 3THR&ADs BEYOND THE METAL I A. SHEET 1 ANCHORNOTES SUBSTRATfl 28 &TABLE A, SHEET 1 EMBEDMENT: (ALSO SEE TYP. ILI.usTRATION, SEETAB-A, EMBEDMENT: SHEET 9) SHEETI SEETABL E: 3__ffG_l DISTANCE* SEE SHEEPI - TABLEASHEETI NOTES 1. ALL DIMENS IONS SHOVJN ARE BASED 2.893` MIN. ON MIN. ALLOWED, DISTANCE 2. FIGURES ON THIS SHEETARE FOR GONO.ICMU ILLUSTRATAIE PURPOSESONLY. SEE ANCHORTYP:, SEE ze ANCHOR NOTES& TABLE SHEET FOP TABLE A, SHEET I ALL APPROVED 1-114" MIN. EDGE DISTANCE SUBSTRATES. ��:•�.A-��: ,• :e: ,.+.:...._. •.rL+ s, S 28 S,SEETABES13, SHEETS B-BFOR F HOQKM UNTING REQUIRED P-HOOK ADAPTER CONCJCMU AND P-HOOK - �:-•r: y'•yc ;•;-.,..:,� ANCHORTYP.,SEE MOUNTINGADAPTER ^ ANCHORNOTES &TABLE ALSO —EMB EDMEAIT`..SEE_ A, SHEET 1 SEEQUANTITIES. ALSO BEE EXAMPLE ONSHEFT9_ TABLEA.SHE TrI ALS ILLUSTRATION, SHEET 9) P-HOOK FOR USE W IM ANYSR.L RISER Ja PARTS 7:'I8, _ #22 OR*24. CONCRETEICMU INSTALLATION INTERIOR. MOUNT SHOWN. (SEETABLES1A.2A&3A MAY ALSO BE INSTALLED IN FORWATERRATINGS) EX7ERIORCONDMON P-HOOK MOUNTING EMBEDMENT: SEE TABLE A,SHEETI ADAPTER CONCJCMU ANCHOR TYP.,SEE ANCHORNDTES&TABLE Z. A SHEET i (ALSOSEE TYP. ILLUSTRATION, SHEET 9) 1-114' MIN. EDGE DISTANCE PRODUCT RMSED Sha Florldv as campiy7ag wail: Auttaing v v NOA-+a 16.0629.06 Fx .=V noato0211T12020 2.893" MIN. • Mivmi- rodue: Gonval P-HOOKSMSANCHORTYP., / EXTERfOR P-HOOKCONCJCMU I SEE ANCHOR NOTES �/ nn ANCHORTY?,, SIT &TABLE A, SHEET I V ANCHOR NOTES &TABLE 5ZI3, (ALSO SEE Ty?. 2.89T MIN. A. SHEET1 ILLUSTRATION.SHE479) EDGE DISTANCE (ALSOS��• EDGE DISTANCE _ - _-- ILYIISIRPTION sHEET9) ®P-HOOK FOR USE VVTTH BOX SFILL RISERS . - ,. ,,. _ _, Q� P-HOOK FOR USE WITH BOX SILL RISERS W- PARTS #IS. 021,423 ORIV-5. � - V-s) PARTS i119, *21. 923 OR 925, METAL WSTALIAMON CONCRE 5)NSTAL.LATION EXTERIOR (SEETASL8S%2A&3A MOUNT (SEE TABLES IA. 2A&3A MOUNT ONLY ! FORWATE9YRATINGS ONLY FOR WATER RATINGS) ) c.. EXTERIORzz rMroF.cun+fMW I `=J� I scoria I NISI 14 '22-_I - PCrrolm CONFIG. EXAMPLES HEADERDETAIL A, - ' SHEET IS; INSTALLATON SHEETS 12 $13� �OTSS, I)SEE)SEE SHEETI7 FOR INOMDUAL PANEL CONFIGURATIONS AS APPLICABLE SEE DPTANCHOR TABLES, SHEETS 64 FOR MAX PANEL HEIGHT AND WIDTH. SEE sHEErm 18 & 19 FOR SECTION DETAILS AND SHEETS 12.14 FOR �INSTALLATION DI TAILS. 2) (1) LOCK TI EAS 75 & 107-110)AT F EACH LOCKSIILE-_-`OCK)NG INFO ♦0r"PERM-EMi03)A'CFAAMEJAMH — ORASTRAGAL- 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK cONIBINATI0NS PER DPIANCHOR TABLES. SILL DETAIL V. SHEET 18, INSTALLATION DETAILS ,Dw' & Te. SHEETS 12 & 13 X 1-112 SMS PANEL CORNER - --DETAIL.:. _ MAX. UNrT WIDTH UN7WIDTH MAX NOM. PANEL W IDTH DLO-...., °�rtc TYP. PER TABLES 1.3 i to PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL WX, TYPE qS• AS' TEE SHEET 19 &CORNER A, w ANCHORAGE S HEET 11 NOM. i MAX. UNIT KPANEL / MAX . HEIGHT INTERLOCK DETAIL EL 4YIOTH TYP. / 1 DLO PER V, SHEET 19 SEE PER HEIGHT 7A8T S aXTERIa INrEwoR NOTE2 TABLES t•S 1.3 JAMS DETAIL `G3', SHEET 18•INSTALLATION IIa (LS X X Gw' L T312 Prt DI-0 WIDTH = NOM, PANEL WIDTH-7" 90a DLO HEIGHT = DOOR UNTT HEIGHT • 10.125• EXAMPLE: 90° INSIDE CORNER, 4 PANELS —XX XX PANEL HEIGHT -DOOR UNIT HEIGHT- 1.866- SIUCONE —HOT-MEL'rBUTYL STRUCTURAL SILICONE SILICONE STRUCTURAL at]6'NOM. HYOTHERS POLYISOSUTYtB•I ]/4"NOM. FOAM DESIC WrrkDESICrANT 1CAANTNr 16 V= of A W. GLASS #8 X 1' PHSMS IN7 GLASS NT. GLASS Q KODISPACE 45GTPS ]zs SUPER SPACI=RGN)cr- PRODUCT RL3V[SED ALTAILNUM, dstomq I with tho Florida REINFORCEIAWT POLYISO- DESICCANTFILLARPA SWlegs �o sO LYISO- NOA-No. 16-13629.09 - FRAME CORNER sCO NOW. 5l1S NOM- SEAT. T3cplrat]on 13 02M7l202D ��rH&,, F•, SILICONESEAL DESICCANT. srawFss IM.MS SrEEt M[DAM Datl .uaucswgtm PartDescrtptia0 Mamrial 4SG TPS Spacer system See this er SpacernXTWSh Hot Melt BUtyi Speer 4�r asea! SpaceC FlTeterials dge Sp'rLer ]a,s DURASEALO SPACER u� XL EDGE -SPACER — RFFEREIV - TESTREPORIS: FTL-871T, 8968&e970 _ _ • " s2vrs a SDACEM 1=7=WML00YDRNE ANCHORAG,ED TAILS/EXAMPLEELEVA77O 74 % .'.ti jam 'u^,c;; """ M k, >:•' SERIES 770 ALUM. SGD -LM IMPACT :. rW �. aN a,I o ease A, tYMTNIU.ER, P.=. qc mm ranw � G +�.OFI1lJlKA712At � SGD•7717 i�S 15 - 22 pCi7T1'i3D B we P.ER5d70a IR 1N] Q i CONF{G. EXAMPLES INTERLOCKDETAV_ FORALLOETAILSONTHIS SHEET, SEE NOTES ONSKEET 15 M',SHI?i19 OPT`RABLEJAM6DETAfL'G3',SHEET98; MAX }�.JJ HEAOERDETAIL'A',SHEET18;- DLO �DmDJAMBDETAIL'G2', ASTRAGAL HEADERDETAILW, SHEET INSTALLATIONDETAILS'AV&'Ad, 1NID SHEEP18:INSTALLATION DETAILSIX& 18,INSTALLATION DET(LS ShE2iG"r2&13 DETAILS ,GW& rGc,, .. _ L2 ShE=18 Av! &'Ac, SHEE75'12 & 13 SHEPANEL PANEL PANEL PAAN21- PANEL PANEL PANEL 7jANL TYPE TYPE A TYPETYPE TYPE ,RLDMAX . gMAX. UNIT A U NIT / FAQ HEIGHT SILLDETAIL KOM. / HEIGHT PER p / PANEL / SEH TABLES IDTHTYP. SM TABLES D',SHEis; MDTHTyp• NOYE2DLO PER, BLJ DLO TABLES 13 NOSE2 _ S� INSTALL HEIGHT TABLES 1-S SHEET 1S HEIGHT SHEETI5 __W�TARS 0 � X C> x a Ow' &'Dc, SHEETS 12 x �L, W — x &13� J`\\ x X MAX. UNIT WMTH SBIDETAIL'D',SHEET, ;� MAY-UNITWOTH PANNEL CORNE PANEL cONSTRUGTION E7CAMP _F- 0) Y 2-TRACK INSTALLATION DETAILS DW&va',slE1�12&1a EXAMPLEgo, OUTSIDE CORAIER-XXIXX(2Tf�ACKi DETAILS SHEET 15 JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'Lt' & INTERLOCK DETAIL'M', SHEET 19 L2, SHEET 19- INTERLOCK DETAIL'M', SHF-U19 INSTALLATION DETAILS 9w' & 'Id, SHEETS 12 & 13� v HEADER DETAIL JAMB DETAIL'G3', SHEET 18, INSTALLATION DETAILS 8'Gd, SHEETS 12 & 13 IO£t INTERIOR INTERLOCK DETAIL 'M', SHEET 19 W OUTSIDE CORNER DETAIL WT, SHEEP t9 & OoRNERANCHORAGE SPIFFY 11 � INIERIOii sxrewott NOM.PANEL -� OTHTYP. pERTABL S-' 1-S B, SHEET 1.; ..i HEADER DETAIL'C', SHEET -JAMB DETAIL'HT, SHEET P-HODKDETAIL 1' S, 7C, SHEET INSTALLATION JAMB DETAILW. SHEET 18; INSTALLATION 18; INSTALLATION DET'ALS 19; INSTALLATON D-ccT'A1L8'Jw, DETALS'Bt f &'Bd DETAILS'Iw &'Ic', SHEET512 & 13 t8; INSTALLA710N. DETAILS 'Hv/ & Hd, SHEETS I2 & 13 Jd, KtY & Kc. SHEETtb SHEETS 12 & 13 4W &, Cc', SHEETS 12 & 19 7}i ---=— MAX. UNIT WIDTH t PANEL PANEL PANEL PANEL i TYPE TYPE TYPE TYPE tiINC uNfT_ - - - NoM.& PANEL - 4 _ HEIGHT PER WIDTH TYP. a TABLES MAX DLO SEE PER TABLES 1-3 1.3 HEIGHT NPTE2 SHEET 15 O x x X �••---- MAX UNiTWIb ---�� PANEL (PANEL PANEL PANEL 'TYPE TYPE TYPE TYPE M P `F ,P M NOM. LI PANEL// HEI �/' / WMTHTYP. /� SEE MA). PER TAB OTE 2. DLO TABLES (- 1 SH�LEh�ETI HEIGHT X X x D AX NTT PL PRODUCT REVISED as compMlq vri!}t fho Florida eutiaing ae Noa-eto. '(6.0629,06 _ GHT -- Explmtioaoato02/1712020 a -3 S Tdiam -Ci�. ac Co�°t. EXAMPLE, Q)OCXp SILLDETALE:S 'HEET 18, 1 EXAMPLE; JOO(O SILL DETAIL'F', SHEET 18, ; INSTALLATION DETAILS (Q-TRACK BY-PASS? INSTALLATION DETAILS (3-TRA0K RIGKTPQCK= Ew`&Ed,SHEETSI2&13 Fr/&Fc.sHEErs12&13 (1 '•. � . ti EXAMPLE ELEVATIONS 7oFAUrh=2= SERIES 770 ALUM.SCD-LMIMPACIs t.,dna,p mar i,..e �-o-a,w �A.IYNNWttFAPS Fff. sco-nb MS 16 k 22 PGri71s0 B F.E.' 5Svcs — - - --- - PANEL'S-RIGNT STILE TYPE - ... .... .... .. .. SINGLE SINGLE -• .. -�®' uj'Clfg7p:�"- ASTRAGAL AMRAGA'L JS-RA6 L.. HOXOUT, �ASIRAQAL BOXIN IWCCORM so LOCK SMI CFAER SOLO EXTCOMER SORECENER WCMMR SDRECENER R+16t SD OE"/ FXr CORNEA. 96RECEIVER c MTCORNER 36RE TYPES I ol�lrYOGt INi'w.00K 6TL- WrHANOIn BOoc Our BOX IN W/HANOL6 -WlHAAOLt: WlHANDLE Wl HANOLE WlHAT1OLE W1YhNDEt6 6 WIHANa W/YnNaS ^L '.tii1 #i16 'k61 SINGL F f'1' L TR TQ TC TA TV T W CK ,K E' I' A fC SQ 5C SA SV SU1! 1N IN Eoalr�RR �G S S FD FG FV FUV IXED STIM R Iup�xlo/NJ [�JW --1 �I� - -D- —tom (poYO[!0 (4ifttAg A,AG /LrJ� PANEL NOTES: a aoxour Ln P.ifcBLES t 3,SHEE7S 6 a FORPANEL SIZES&DESIGSPRESSU F— ASTRAGAL f � LFr i RIGHT 7- PANELTYPES NOT SHOWN OF, CROSSED OFF yl P�yEL PANEL ARENOTREQUIREDFORANY CONRGURATIONS ExrERrOR STILE AND ARE N AVAILABLE SOAL � ^T, 1 U g nLE 3. so• ASTRAG'.iFAVY-DUNS7ILES GALS TO USE U3 I— BoxH cmxvm Ia K= (m), CORNER RECEIVER (1i a) AND EITHER PANEL S° SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR MERIOR(0120) OORNER T LL LLI AIFMGGAL BOX IN Xar (-/ APPUCABLESTlLE1ASTRAGALREQIAREMENTS, ASTRAGALS_ 4.13b• ASTRAGALS TO USE HEAVY-DUTY STLES J ccLocKSIlte (481)AND CORNERADDON (431). INTCORFI<cR r �� j ( j C Lu wrtiaml= izD� SILL RISERS OPTIONS -i`-- -M `-i '62• Q p' Yl.LFLA1m1�.8 F " T QS pZ• • 3r pR(EIjiIOR I L�IO�Z .062• —�—A-- �' /�'� R -p6Tt `r 8a07 a.a5.^ EXr CORNER gR LE �.•� I �� W/NAN to 4,4 4�L *comzelf- AT- !' S- --DF L� � - - " FRODUcT LZEVIs� - - - " _- 44lNANOE5 • --- - - - - - �P .Ui9 •' e''.'.'Y::..[:::r» 901 RISER FLAT' S01 R15 PLAT era I witH tho Florida �� ER SILL RI T SILL RISER, FLAT Bvitdng Gesso ia•FLUSH. 1�(!2° jAW. z•ilZ' MEDIUM.3-1/4" 24 HIGN,4" NOA-No. 15-0628A6 EXTOomui 6osEOENER ,760' Expinttior Cito OZ717r2a20 EMCORA-R >r31 05 RECOVER WIHWLE ;.61 T !'i Y I � jam? V t7 � % V F I Hy �•-- 76O' t -DOT -La raovcL �oaAcl DRERlOR EXTEWOR I '' FhTd00R a� .90E° ,a62- .06T 4,DSS 3905 � �.215:f lii,lp:r A6T 2••`� •,- �• INY CORNER apt 35RECMVER W/HANDLE VV I Y V'� Y y F SILL RISER BOX SILL RISER. BOX ie• 501 RISER, &_OXI' 21 SiLL RISER BOX O O HIGH,4° ,�L FLUSH.1-112• LOW,2.1@° MEDIUM.3414' - NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHa-M 6-8 •u y �� �G .= 4%1� ::a:;,ti'`' ,eee>: s rename fUlOTEGdtOLOGYDANE hL 1+S3OCE; FLS(t75 (�pTf, OFA(A}y$391➢S � PANEL TYPES ^'S:'• Cn`�`y •: ''•:•ii-•:�.•. = :,:..•. hLYWd MILI.LR, P.E. P.E256T05 Rme r< aamc me SER/ES77DALUM. SGD-LMIMPRCT a.,seu=u I asw SG6T10 i`ITr 1% °r 22 actors F�019a B pw, aK IR 10lSO114 V A55BMBLY DETAILS (SEE SHEETS 1214 FOR FOR INSTALLATION DETAILS) toe FULL PANEL JwasteN�t1{ 6QOREi SOS , !06 �LLLENGTH t4 758&f07•,1 17 14 . OF JAMB 6 ® eooFtet e0 OR st ® BU OR et 2 TRACK JAMB to 5 2-TRACKJAMB (SHOWN 5 SEE DETAILG1 OL1 nF FOR FACED SDS 6' LONG WI RETAIN[-R11.106 OPERABLE so 773 a omT 1 0 SU PANEL) PANEL CLIP MID (SHOWN WITH qR SEE DETAIL G2 S INTERIOR) �pxiERtOR 103 113 �s�io7-tt tes FORFDiE60 D pR PANEL CLIP 5 103 OR 61 v 1S 6 14 , 112 16 17 123 F ll-FFNGTH—�� Se G4 90 OR 81 ['t ;Flax OFJAMS 2-1'RACKJAI—2-7RACKJAMB .J•LoOEMOR (Vi.txr�RtoR 1LExi>=atoll EMS, xs CLIP #t80 OR>r105 81 '"2 Wl SCREQd V VLONG WlRETAiNER f23 3-rRACKJAMB 3-TRAdfJA,1AB K-JA1AB— 4-TRACKJAMB (SHOWN WITH �(-vo WITH u (SHOWN WITH IS (SHOWN WIFN � (SIiOYSN WITH MIDS�PAN B0 FD¢D PANELTO OPERASLEPANEL) FIXED PANEL TO FMD PANEL70 OPERABLE PANEL) THE EXTERIDR) 53 ��C1ERtOR THE EXTERIOR) THE INTERIOR) - 2 112 1 3 G' 4 P h1 {5 5 1t3 5 713 1 tC 5 RIOR 52 51 69 59 G7RERtOR I e9 ECTERIOR 53 a a a _ _- _ 2-TRP.CK W/SCF�EEN - - - - - - 3-TRACK' - k-TRACK MAX UNIT S60SiJL6WRH — -- �a FRAtv11r HEAb: ,: j ?c,` . ° .r• : . - - - C FRAME HEAD HEIGHT OPT.SCREEN wFRAMEHEAD- "TRACK TABLES 1-3 EXTER a D�2--TRACK W/SCREEN FRbAM SILL `TTENI 8i SHOWN, REM 80 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS B•S FOR DP (PSF)ASSOCIAT-D WITH STILF— EXTERtolt e9 ' EX 720R73 ` 9 fl 113 5 3 TRACK E FRAMESILL Toro TEvtn as ra�t+/S 1/FRTICAL SEl X PEY=FL9{273 tacr}+ae•rana SERIES 770A) stesme moe #8t7: OFAU7M,'�157 ra :;rmm niT' 4 TRACK F FRAMESILL SGB - LM IMPACT mc�tw 48 122 PGT0130 PRODUCT REiV4 ISED os �omptymg wStb the F7oKda Belding Leda _soA-r:e. asos29.06 _ Expimtloa Dam 0211=020 sy --•- Miami-Da� rodece corrtro 1� Tit ��.`.,.1•........... sT.c. A LYRN MUPR. P.E P Ef-Sic5 ASSEMBLY DETAILS (sEEsxEDErs 12-14 FOR FOR INSTALLATION DETAILS) (28) n I 'D. INTEMOR EXTMOR INTERIOR MRIOR 60R81 L�% INTERLOCK i-=-AvY.DUTYASTRAGAL .168 90-OUTSIDCOWEP SO'NSIOECORNER •ITEM 961 (HEAVY-DUTY La TER WITH KEpvy-pUTy-srlI;:-C:t!&1 6E2-TRACK SHOWN 62-TRACKSHOWN STILE) SHOWN, ITEM 98D EXTERIOR BOX ASTRAGAL SHOWN (STANDAFM STILE) ALSO (BOX -OUT) MAYALSO BE INSTALLED (BOX -CUT) MAY ALSO BE INSTALLED APPLICABLE, SEE TABLES TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 1-3, Vt--t 1 5-8 FOR DP (PSF)ASSOCIATEDWITH STILES. Err — PRODUCT REVISED L I53-0629.06 Fxplrotl-- Pt. 02M7/2020 t35° by is 5 81 32 Ita Mtam 1-7 Product control at FxrEFZ10Ft 32 I s ON - 03 bl WEXCR 14 7 135- INSID 9 CORNER WL-TRACK SHOWN 6of = 135" _OUT-SID-E. CORNE K W2-TRACKSHOWN wsi is m22 1 PG�ralw Vi ...LYNN m1am% PF- Yem PGT T)w T FG'fo Oesarip5on 1 17308 617305 2-TRACK HEAD 2 l7907 CM03 2-TRACK HEAD WDH SCREEN RAL 3 Vno9 SIM 3r-MCK HEM 4 17312 617312 4-TRACK HEAD a IM14 6=14 FRASIE SCREW COVER 6 1r.417 8MIT FRAME HEAD/34MSAOOZN 4 V17304 NRACK SILL 8f7301 -TRACK SSLWMI SCREEN RAIL 7 61730T 3-TRACK SQL0 1 6f731n 413ACX SILL3 817313 FRAMESQL.TRAWNSERT 1117-307 5 e773 FRAMESILLSCAEE4AODOH(SEENOTE3) 16 BfM6 FRAME SLLSatMiFNOADD-ON(SM NOTE 3) 5 Mr-405 TPACKJAM802— 417302 TRACKJAMB VMH 6CAEENAAILM 6=3 3-TRACK,WAB 17 17311 6f73f 1 4-TRACK.IAMB 18 17922 617322 ULIuSER-MT, musH,1vr 617319 SLL.TUSE4-BQX. FLUSH.fW 617321 SQLRLS-A-FTATIDW,2-LT' scale SkLRMtR-BQX 3DW.2-1/P 817= SILLRWA-FLAT 7dEDNM.3-1M ffi M.Z417:223 6tt354 3-1f4' SRLRISFR-BOX 417M SB.LRISER-FLAT 141GH.4- &17320 SLLRIS7i-BOX HISH,4"3 a17333 POCKETPHOOK SMD NEOPRENE HULK WSTP FOR P21o0K 28- 17334 517334 - POG?ZrP4TDOKM0UNT 7➢ 17335 _ 8.4335- P•HQQKCOVER- 30 1731E G1734R POCKETR}IOOKFORSOXRISER ' 31 Wns 617378 13500RNF3L 32 17875 6mm 13SPmMOI1Nf REMS 40MARP. SCREEK F-A=: 44 4319 612M SIDE RAIL •I.OWSMV; 41 7LOCKWGSK SCREEN L=S£T 42 41810 SCREENK FJL SPAOEIL SET 43 a152 88152 6 CREEN WTEPLOgC ADAPTER 44 440 6W= SCRBSN ODUELE NTERLOCK 45 4317 612283 SCREFNTOPRAIL 4B 4316 612287 SCREEN 80170141R14 47 bee 7531AZ STAIDARO FLo LER 45 84A 76RAX ROLLER -SC STL 43 4M4 64344 ISCFEl91 ASTRROAL 60 17349 617349 10X0 SCREEN AS'iRAMADAPTER 51 ism 81592 SCREEN SPLINE-.16a 62 1594 a1694 SCAEENSPINE-,iM- 53 01816CZD 5C21E511 CLOTH 54 W25 1 112°X4, XTl%w SET. BLOCK, NEOPASNE 85 M-5 55 t Ifm I jTX4'Xlnb',SECl3LUUK.NEOPRENF 65+15 Ltzm DwS PGfG`- DeserlpEoO 60 17325 517325 PANELSDLE 61 17326 6f7328 PAWL STILE (HEAVY DL7TY) B2 1792T 617327 WIERLOCKADAP70R B3 1225 STM49 VIM BULB WSTP.-THIN (NSI04 NTERL OCK) D4 1729 71729 SALF74D WFATHERSTRIP PAD 85 Y7326 617328 XMRLO CK SCREW COV831 6r 1732S 6L7329 SA 68 1=9 6T7339 HEAVY MITY ASTRAGAL; 0IM24 BTf324 TDP & 80TWM RAIL 70 17374 417360 WFATHERSW FXIER.SDN MLI=7124 M01DE133 71 1605 71W 1-112X1'Xw4• Hm Fin9EN-DUST PUGS 72 8153 8188X TANDMA ST. STL. ROUFRASSY. 73 SIM 78IMN TANCEM NYLON ROLLERASSY. 74 - Si.ICONE DOW-SK DOW-MS OR GE7I00 7S Si55 7818% OEMNIMORRCE3?LYDDALLOCKW/LONG7RNPLA7E 75 71M=FPFX 03ZX1"FLSS8ORENWT7YPEY'TIP D82STEELZNCONLff 19 1mu STTw I-IG BEAD T116. 1TEA0 f FXM PAN E,CLIP EO TM 817359 17380 a17350 W16'BPAD ' 1224 57P24riC MAYLBULS WEAnEPSTiP 81745 1745 LOWE I10, 1MXIAel SGL SIDE AML TAPE, POLYETH_ Ian BD52 48052 ROLLER. HOLE. PLUG r10 72087 BUMPER 1096 71696 OUSTPLUG BLEB 751WX 1'•KEEPER ass 7SO333EP SCREENLCCK KEEPER 17344 Sum FIRED PAN OUR-S'LONG 106 17362 `" 517352 - - FOEO PANEL RETANER .911a° 107 1739 71739 NANDI.£LOT-NIEHIORRA6EDWn'1LTHOMBTHRN 106 174D 71740 HANOLEKW-RAISED EDUBRIORHANDLE IDS 1731 7816MM HANDLEKIT-RECESSLDNTERIOR WRH TWM3 TURN 110 1732 78176 8ANOLrz Mr-R-CESSFDDDEAIDAPLIL 1fi 710X74PPSOAX 610X3WPH.PN.TEK-SS. 112 1235 67SIC WSTP,.2TDX.=-FNSFAL i13 1712 64088 -187"X.2301 FNSEAL i 714 71N015PPX MX1-VT !15 71O*FT 1-10X1' 116 724X1X ;M*OXYS,S, 117 72WVX M4.20 X I-sw S.G. f18 I l7336 8Mae ODEGREECORNER RECM-R 1!9 17337 617337 90DEGREEOUMOECORNERASTAAGAL 120 1 17FMB 3117=3 90 DEGREE 07810E CORNER ASTRAGAL T&T 17352 817362 F= PANEL RETAINER, 71V CEM CFA .02EW FRIES 770_ALUM. SGD -L M IMPACT Soo-= I MS 20 122 o PST"= NOTES: 1) ALL ALUMINUM, = 6063-T6 2) T1 rSAS � 33-39, 56-59, 56, 78, 8499, 121 & 122 ARE NOT USED ANDARE NOT PART OFTHIS APPROVAL 3) USE OF: #12 ORY.13 REQUIRES TAIN, m {0 SMS OR 3116" MASONRY ANCHORS ® 2p MAX O.G PRODUCT REVISED vc 13a0d1a8lvloompnv wlth fec PfvrLdv P v o i -NOA.No. 16-06Y4.06 Expintlon Dam D7J17/202D Hy lHiam xaaet Cvatlal A. LYNX WLLR• P.E t P.EW 5670S MEUTT " D.Dar -Lj-j f 7 0.081 O2 TRACK HEAD 70 4-TRACT( SILL (6tl83 T6 AL) (6063-TEAL) 6.198' 0.080" 4v 1 211" 1.605" -� -- - - 2-TRACK&iLLWPSCREEN7RACK - 0.081" -. -O3 37RACK-HE1�0 -O - -- (5063-T6AL) . (606"T6.AL)' 9.142° L 1" H7.,". O-0TRACKHEAD (6063-T6AL) •--•j 15t4" 1.260" � D.D6a" 6 FRAME HEAD/JAMB SCREEN Q 63-T6 (6063T6 AL) SEE SHEET 17 FORSILLRISERS. 0.062" 0.532" i.516" SFRAME SILLSCRFFN - 1Y ADD -ON 8063-T6 AL) REQUIRES MIN.010 EMS OR3116' MASONRY ANCHORS 02 MAX O.C. 4A9" 1.080, 1 1505° I D2,TRACK SILL 8063 Ta L) jam-- 0.060, D.7]60_"�I �— i �14, FRAME SILL SCREEN 13 END ADD DN (6069-T6 AL) REQUIRES MIN. $'10 EMS OR M W MASONRY ANCHORS @24`MAX O.C. Y r r • r i 1.36" j�--•� 11�019, 0.062- —^ 0.081" SCREEN 40 SZ1T 6.198" (60, TS AL) 5.063" 1045" 1993�, 0.062" 14 2-TRP CK JAMB r S� CI EN TQP RAIL .._,. ,(��TUA ) (6063-T6AL) 5. 16 3•TRACK JAMB (6063-T6 AL) �RUSIoNs MF_S TIQALUM. SGD - LN ssa»n� Nr 21 122 a 0.875" Y.SS3' L.-t 0.082" SC d6 SOTTOM RAIL (50133•TS AL) PRODUCT REVISED as �mp%ldg wM t5c VWda oullata5 COd. NOA•37o. 16-0629.06 ExpiraU.n D-So 02 I712020 N 3aml-�n� 11anc ' _• :,roc (6063T6AL) ALYNNMILLER.P.6. MPAC'r Tro �+ P=130 B pF �58105 p o p m $ :, ti o n i � ➢ � m 4 'p^ �' � ir, p jw oXgm 1yt pg4 �mzDz mn Y.{Z is Y'(j tom' Cc:I�w'` gig r i'fl% tb m d Gl y CIO V k 8 � 2i O o •i ra F11 � OO � 90 _ � 'ai •� O Fri emu •} i A � r I , C ? L = Z (M OM^ w L. -a to Wy o p l of -' rr-- n d trd5 o �° R D � r Q O m g m p r �',. -•�.. .ir.�. c4 � aw3� Dui o XCIS � .:s•. .• :..4 �; c O w otl r�xrtt�. •.ryij:r t.t:•. O p t w