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HomeMy WebLinkAboutPLANSza TAILS s, Ts 4USTEFt DETAIL95H� �+— 122l/•MAX O.C. 6•LVa,. I a. SEE ELT� —� 6HEET3 A6EE SHEET3 EQUALLr SPACED ANCHORS PER TABIEb1722 SEE= WEEPHOLE- METALS, WIFFIS 10' MAX / a / T BUC HOG O ^BE74WEQ X 8'MRX. EPNOLES 7S MAX BUCK WIDTH B ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION SCANNED BY St. Lucie County MAC SEESHFEIS NAIL r WIS O, SEE 24 ANCHORS. SEE CLUSTER �SHEET4 DETAILSSHEETS WMAIC --•-I F� I C. SEE IS -MAX SKFET4 �_ C sOrOre e T - J- 72• BULK � •u�FAUALLr HEIGHT nPAMYD SEE SHEETS J WIG 0 X SEESSL NESPHQE 4.O.G WMAX DETAILS. BETWEEN SNEET. EPxOLES �D 7s•MLX eupcwroTH ELEVATION FOR TYP, FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN 3)FOR MASONRYMPLIDATIONS INMNCL WUMY,USEONLYMIORTWEE COUNtt APPROVED MASONRYAYCNORB LIAIERSLL5UeE0 FORMgLOR EVALWTONS WERE SOUTHERN PINE CONCFOO MASONRYSS M AND CONCRETEWEN BE CONSIDERED O PERMCx1XINSTE 9)ALLWWDBUCKS LESS THAN 1-1?THICK ME IXBE:M BUCK (HEN USED)CDN3.1%WDODBUCHSAAEOPIIONALff UMTI9 MSTALLFD DIRECTLYTO SVB6TMTE WOOD 000N8 OEWCTEO A5T%ARE 1-iR'THIOK OR GREATER 1%M02%BUCKS (WHEN USED) SHALLBE OEbIGNFDANDSECUREO Ta PROPERLYTRMSFERLOPDSTOTHE STRUGMiE VATOO eUtlCDE51GN AND INSTALLATION IS THE RESPONSIBILILY OF THE ENWNEER (E0R70R MCHITECTOFRECORD. (AMP). 5)ANCNOR EMBEDMEMTOBASE NATERUA. SHALL BE BEYOND WALL DRESSING ORMCCO.VSEMCHOMOFSUMCIEMIBNOAITOACHIEVEPEOUIMOMIN.EM MMEM.NSTA MNANOHORS SHOUI�BESEPLED.OVERALLSEALLN(VFLA,"HINGSTRATEOYFORWATERRESISTMMOFINSTALLATIONSIW DCMNEBYOTHERSMDISBEYONDTHESCOPEOFTHESEINSTRUCTIONS, 6) IA' MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOTFLUSH TOTHESUBSTRATOUSE SHWISCAPMLE OF TRANSFERRNGAPPLIEO LCADS. 7) DESIGN PRESSURES! A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL DYCIETESTINO AND GLASS PER ASDA E1300. B. POSRNE DESIGN LOADS RASED ON WATER TEST PRESSURE, STRUCTURAL S CYCLE TESRNO MD GAS; PER ASTM EIMI. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. D THE ANCHORAGE METHOMS SHOWN HAVE BEEN DESIGNED TO RESISTNE WINDLCADS CORRESPONDING TO Me REWIRED DESIGN FRESSURO ME 33-1 G%STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS MATCOAE INTO CONTACT WITH OTHER DISON0LAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE MR CORROSION RESISTANCE. TABLES WIS(SHEETSWe), TTNUST EQUAL OR E%CEEO ME DESIGN PRESSURE REGUIREMENTFORTHE WiNOOWOPMING � Q';• OBTAINEDIN STEP I.USEINUE%TABUE50x 5HEET6TOHEIPFMOTHE PPPROPPNTETABLE *! No, ams 3) DETERMINE THE MOST SURABLEANCHOR GROUP FROMTABLES 2 AND 30N SHEET2ACCORDMGTOME NSTALLATION _ CONDITIONS. Q DETQUAME ME ANCNORQUANTRY FROM TABLES IT-2T(SHEETS %-16),VERFYTHOANCHORUSUBSTRATE W U.NEET =.O -pO.. tv REQUIREMENTS FOR YOUR OPMING CONCRION FROMTABLES 2 ON 3. ANDMATALL MIN. REQUIREMENTSFROMMIS SHEEP SET ME MET.LL 3)INSTAAS PER SHEETS FOR FIAFh NGWAL LEG INSTALLFTIONOR SETIFCR EINTEGRAL FlWJCHWLNEL INSTALLATION. ��(CS USETMLE4Q SHEET2MMNUTHEMPROPMMDEULS. OIV1IAL �, NOTE:DESIWPMSSUMMR NOVETERMIMnONISTHESWEPROCMFORALLFRASIETYPES(,4CMWL,FTANGE, A. LYNTTiiL INTEGRALFIN OR EQUAL LE(3I00%L SEE FlGURE B ON SHEET 2. PEAM705 OESION PRESSURE RATBJO IMPACTRATING VMIESPERREINFORCEMENT LEVEL SEESHEE15641 I LAAGESSMALLL0s5ILE IMPACT RESISTANT a� 1 MAX BUCK HEIGM I&Wa. O MA%.O. X. r• O.C. BETWL'.EN B WEEPHOLES 3•MNL. 10-MAX BUCK WIDTH )IFOR TYP. FLANGE FRAME RS XO%CONFIGURATION CODESIBTMOARDS USED. •2017FLORIDASULDMG WDE(F60).6751EDMON i:2014 FLORIDABUIMLNG COOE(FSCA BIN EDITION ASTM E130040 •ANSVAFSPA ND5201b FOR WOOD WNSTRUCTION AALUMINUM DESIGN MANUAL. ADM-2016 •NSI S10012 AAISC36010 I RAL NOTES...._.._..._._..1 E,GLASSSMOOR 1 OiR0N5.............__.—.- 2 1 IUTON,FLWGEA e0UA1 LE0630%__....__ 3 �=!AJV, INTEGRAL RN SIJ�ANNEL_—.-_.....-. JR 1 03/27/,1�7 ='T8==.Ta AFHFM Br Dab: RsrMme I G GENERAL NOTES & ELEVATION 70 TECHNWOGYOWVE Vl]NCE R34278 oBc 11}1Lm.,600 HORIZONTAL ROLLER - LM nLwxTOEmr �Tma91N®.IF gNWMOIN j =do-' TEE HR-5510 II NTS 1 OF 1B III PRODUCT REVISED ..Caa1Pw, wILN 4Aa Raxes DWleinp Caodde NOA-Ne, 17-0411.08 ZEl t.v.n 09242020 B mmmbpmdwtCafttrol Orvm W. J ROSOWSKI Glass Type Description (Usted from Exterior to Interior) 5 71W Laminated I.G.: 1/8' A Exterior Cap+ 7/16-Air Space ♦ 5116• Laminated; f2) Utes of 1f3' A GLEN with.090' PVB Interlayer 8 718-Lamnated l.G.:118-T Exteda Cap +7116' Air Space + Bit T Leminrtee;(2)Lines oft19• A(Noss with.090' PVB OBedayer 7 71W Lamnated I.G.: WIT A ExtelW Cap+ SIT Air Space + 5118• Lamindad; (2) Ulm of 1/8' A GIASS wfth.OBO' PVB beterlg. 6 7/8'Lemhtaled LG.: WIT T ElneriorCap+3W Ate Space +6/1B'Lamlreled;(2)Law ofi/B' A Glass Wth.090• PVB madayer 10 7/B'Landrated 1.G.:1/8-T ExtedorCap+711V/UrSpace+6/16- Laminated, (2)Utm ofl/8' H Glass wiih.OBO' SG bdedayer 11 71W Laminated LG.: WIT A Exlodur Cap +318" Air Space +5/1B' Laminated; (2) Utm of MY H Glass vAth .090' BG Inledayer 12 7/8'Laminated 1.G.:311S'TExtedarCop+3IB'AlrSpeoo+6f16'Laminated; (2)Ulm of118' HGlasew1th.C90-SG lmeda/a 14 71V Laminated LG:116'TEntedor Cap +5/16-Air Space +7M6'Laminated' (2) LNm o13116' A GIma WW.090-SO Wedayer 15 718'Laminated LG.:3/16'AExtedorCap+Ve Air Space +7/16-Lamtratee;(2)Ulm of3/18' A GISSS WOh.090' BIG Interwar 18 7I LendratMI.G.:WlVTateMTWP+1/4'ArSPce+7116-Le Mted;(2)Utmof3116'AGLacswth.00VSGlntedayer see snEEro. IanLesrunueAunuruemew rnemuwnnununw=o.�r.,. el r nwenl v GYfN()NC TMNOIImI TIE FRnuF Group Anchor Summers Min. Edge Distance Min. ErnbodmonY A M10ISMS (stee4 I" S.S. or410 &.S.) T. San ) I7 Bred, a• ale' 0.057 Steel Sled, A653 Or. 33• 3/9' 0.0451-(is GO AMnlmmr, 318' O.OSP &18' e1Pal UIIRPon P.T. Scedhan Pate (SG=O 55) 7116 13/B' Concrete (min. 2.83 k60 1' 1TB' UTISmuted CMU, LASTM C40) 2.1/7 I-lw B 129M8 Net al. sMS.S. ( a410"S' P.T.5ou0Rm Pme(SG=O. ) 8116' law Sleet, AW' SIT O.DSa 8lee Swd,A653GL 33' 31B' 0.0451-(18 Ga.) AMmmum, 6061T6' 8m' DOES C 1/4'6leel URmem Conerete(min.2.851ea0 1' 1-3/4' UIIVauI CMU, (ASTM G9D) 2-ire' 1/4• Sled Creed" 5RZMte (min 3.35 kS0 1' '-VV 1/4' Steel Ulbacon Concrete mun. 255 Kai) 2.12• 1V4- 1/4• steel Ultmcon P.T. SouWem POIe (SG=0.55 P law 1/4' steel Creteeex Concsta(min. 3.35 ksil 2-lr2' la4' D 1/4' Steel CreteSex UrORuletl CMU, (ASiM G90) 2-1lC MIT P.T.Sadhem Pine (SG=0.65 P 13 1/4' deal Ap9re 0aIN Concrete (min. 3.2/S MI) 1.1/2• f+5r6• 1/4' steel A71pRGator PS• SoaMm Pine SG=0.56 1• 1 GRuIBd CMU, (A8 G90) T 2• Group Anchor Substrate Min, Edge Durance Wn. Embedment' E 2-lW x A31' C=Rm Mi P.T. SouOam Pine (sG-0.55) SW 2-7116' 2.112' Rr18ahnk Roving Nail P.T. SoNhem Piro (W4.65) SIB' 2-7/16' P.T. SONhem Plm(8G=0.55) 117 l-w 8to ThN.had 6M3 Aluminum. 0003-Ts' 3S' D050• (.tml, 184 S.S. Sued Stud, Or. 33• 310, 0.0451- (is Ga.) or410SS) Steal, AW 316. (Low F P.T. Southern Piro(SG-13M) WIT lair 4012SMS Allpnlnan, 3a 0.083' (seal, 188 S.S. Steel Sher, GL 33• 318' 0.05P a410S.S.) S"d,A38' 318' 0.050' 'MIN.OF3 THREADS BEYOND THE METAL SUBSTRATE 'UNGROUTED CMU'VALUES MAYSEUSED FOR GROUTED CNU APPLICATONS. •M=ANNEALED -H'. HEAT STRENGTHENED T-TEMPERED •PVB-=.WTROSIFOL®PVB BY KURPRAYANEmCA INC INT ER4KURARAY AM MtEPIOq &INC, INC 'GLASSTYPES Sp, Ll a is MAYBE USED INTHE HV ABOVE 3a. Marked Mn Fr Min F� Steel Serra 9ker 12051 7"5eme rokd taker 41U Scare 801U1 110MI Elo,AII7m 9cle 57 kai NMI FIea INr.OKs I55M1 177W 4105E Eke CedsRax® INA Mi fE47Mi 6011 Aherou", R-1w 22MI ASS seer 36 kH Gr. 33SI Slad 45Ma INSTALLATION NOTES SEE SHEETS 3 A FOR ILLUSTRnTONs: 1)USE ONLY SUBSTMTEAPPROPRMTEANCHORS LISTED ON TABLES 2 a 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY WSTALL TION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, iH196HEET. AIL W000 BUCKS LESS THAN 1.1R• THICK AAETO BE CONSIDERED 1K INSTALLATIONS. W WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SVBSTMTE. MOD BUCKS CP.PICIE'0 AS MARE I-UG' THICKOR GREATER 1xAND 2 BURKE(vvHEW USED) SHALL SE DESIGNED TO PROPERLYTRPNSFER LOADS TO THE STRUCTURE MOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECrOF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENWG) IB MEASURED mom BEADING TO BEADING 4)SEE SHEET 18 MR OPTIONAL EGRESS LOCK DETAILS. •Mm.OF3 THREADS BEyOMn THE METAL SUBSTRATE TABLE 4'. INDEX OF WSTALLAi6N METHODS PER FPAMETYPE Frame T,P.. (tea Fla III clan Opeaoa (w Table /t .Inetanpnm �Imral0aae su�am ape. Saw Shoat .Pchmal (41) 1 + itvouph 0a ka4Wd 4n...-•• _..No 2KWood FrmntlBtobap •.I.al 4. eptlone ....ek MeW-.heal 4, opeane Throigh Ba Mme.._nMo aIM W,40%,..........im xXWoad FmnerBRMMp •.Mal 4. oprbne Maer-.Ma4, opaon 1 Flwpe (Rh 1 4 TeorphtlwlTurs ell lvWaw...... I .._We 2Weee Fremsfilud clAp-erect 3. oplton 1 ..Jtlo OKKWdCMU-.N.19,e on2 .._I h7%BU*si ins Cole br=-eheetaapt 3 -kft UaM-.eelappear4 NteBW Fm (W) 1 4 TMaghthe In...... I .._Imo 2CWom Frama8at4Mp-eM.t4, opim6 ....bd.M"-a..t4,cpM8 ThouFB We Mm....•Wc2XWoo4 FrmnmBrrA.W-.Iwtl,oPionB MeW -wheel 4, WSon 7 E See p M41 1-A J,,.'s'leftherce aUel eke,......... __Mo DtWocd R.md9akatp-.he13. eptbn 1 .._hb CpKcrun -what. ant 81%BuekFtPMb Care WtlAU-.hest 3 ....kte MeW -.NMa tian4 Y=TVOFa Mill - ��L- �.� !r � me N o�apNY IYNFi u+s''.l ' * : No .68205 CERT.OFAUTKU2 B8 PRODUCTREVISED BUII�nB Cotlo� the Rod" No" . 17-0411.08 erdm: ErmiR6on Dot. 0912=020 NOGLwSes TxuslEEv DY s4don: Niem S/FRAME OPTIONS 14 )LLER - LM Sala r. w; Nx NTS 2 OF 18 1 MD-HRI 5/15 INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYRANCHORTYPE. INSTALLATION EMBEOMENTAMWGE OPTION 1 DIGTANCE PER SUBSTRATE. ANCHORED THROUGH EDGEDISTMDE I SEETAELE2,6MEET2. FRAME 1=M WOOD FRAAIEORSUCKSTNP. SEENOM2.6KEETIL FLANGE FRAME O EMBEDMENT y II10 Gft LE 6N5(GsXS(GELEEE MOWNTABLE;EHEET2 VIIT IXED LIITE HE SUCK HEIGHT BSE22R MW EwAL LEO FRP11E 9NOWN INSTALLATION OPTION 2 PNCHOREOTHROUGH •• v' . •' " —� FRrWEDIRECRY WTO ,. .. .• cavcRETEDMu. EMSEUMEMMD EDGE VERTICAL Dlsrmc� pan LEi,ri SECTION B-B INSTALLATION _ 2i R22Oa 23 OPTION4 SDEINSTMLATDNNOTFS 6HEET2 EES EFTS ) MCHOREDTHROUGH TYPICALFORALL FRAME INTO METAL 'XO'OR' SASH ---•{ i— WMAX01M — 1-9), 11 BF- --G) 1e OAOEAPPpOVED MULLDN, I FBC wMPUNiT C MUMINUMlSIEELFF:AAANO FINJGE ORSTEEL 6Ti0.MFRAME VERRCAL OR HORLZOMAL.NTAL SHOWN SEE 6V&NTRALE PROPERTIES, • TABlE 2, SHEET2 VISIBLE UGHTYI 25 R 2R (SEE SHEETS BS) TYPICAL FOR ALL'XOX' FD(ED MEET4G RAIL FLIED \Jr SLIGHTLRE L'GNiIf 1 E oeIWH SS 42 07 WSIBLE EXTERIORHTWOMjOG 20 14V LFO r�C EDMEETINGRAIL .11=14OTII HORIZONTAL SECTION A -A (OX) 1B 16 20 OPERABLE SASH FM LITE VISIBLE UGHTWDTH BUCKYADTH VISIBLE UGHT WDTH J WEETjRjIOR V e20MENr 1�7��icFii'•''y/ -''' JR * � No. EB70.1 � oFSPPNce VISIBLE LIGHT FORMULAS I �� ,•!!0uu ® FLAI (EQUAL-LITE. XO&0X) "(`•'•• •.rA: IINOTECKNOLODYDRNE WDTH:6UCXN10TH/2-41/A• '•BLS'•• CAIoP,r ��� NVENICEFL212T6 imR HEIGHT. BUCK HEIGHT-1•NP ��''Y`MS�ONAL C94fORHGMlaEm�pRiYHaV31AaA pE, s+OF ' nnmw A LVp cYDLER PE CERf.OFAUTIL D89]B H INSTALLATION OPTION 3 ANCHORED THROUGH FMME MD 1X BU(pGHRP DHTOCCNCRETEGN. SEENOTE2.WE2T; I� EMBEDMENT EDGE DISTANCE TYP. ANCNORTO q EEO EMDDE OISTSTMCEMLE PER 6UBSTMTE, SEE • TABlE2, SHEET; EQUAL LEG (i)ATMIDBP=CF INIF CM FRAME O(1)31?FROM FACN SASH SHOWN COIU.'ENANO(1)ATCEMEROF SASH STSESIRALS EDUA.LeG PRODUCT REVISED I� FRAME av campppN MN Ui. RaNaa Bu11ELaB Oo�o M" NOAJiw 17-0411.08 la: 'I RaMNx EApl.d.. 0 =2020 13/27/17 Na<MNGEB1M96'�T. B Xu 'II R - mmm o m acl n & EQVL L-LEG/BOX FRAMES ROSOWSKI VIAL ROLLER- LM 05116/15 No II NTS 3 OF 18 I MD-HR6510-01 B INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORSOTGH INTEGRAL FINSOm r.ENBEDMEM W0ObFRNvEOBuCK SIRINSEENTE2 EDGE SHEET DISTANCE J CHMNEL FpAMEBHOVM nfl j VISIBLE UGHT HEIGHT I I I I Lim BUCK T HEIGHT I LIGHT DPEBLE29EORO HEIGHT SASH TYPICAL FOR A.LSASH 18 BB 45 OPi _ BO Bt � - MEP 29 NOTCIIES 2B 2a'X iN• t-1M%tM 6 ` 33 L: A Q 3 pou FW FRAME SH(NrN TY'P.ANCNORTYPE EMSEOMENTAND EDOEDIST,WCEPER SUBSTRATESEFSEE TABLE2,3HEET2. "7 EMBEDMENT INSTALLATION OPTION 5 VERTICAL ANCHORED TMROWHOOEORALFlN SECTIOND-D IM02XN'L1O0 FRMIE OR BUCK- SLRN.SEENOT:2bMEEf2 SEE SUBST mPROPQTIES, TABLES 2 A B, WEETL INSTALLATION OPTION 7 ANCHOREO THROUGH FRAME SEE INBTAMATON NOTES6HEET2 IMONQ x.(INIEG(W. FIN?LANOERENOVEO) --i I-1N'MA%SHIM iB I1 FIN ANDIAR RANGE MAYBE REMOVED I RELD VISIBLE MGHTWIDTt FMO LRE SHEETS 'OR'OX BUCKWDR1 — HORIZONTAL SECTION C-C (OX) 18 20 OPERABLE` BABH NSIBLE LIGHT WIDTH VSBLE LIGHT WDTH VIGIBLE �—� \ ^4 E gIaA B (SEE BHEETS M) TYPICAL FOR —I LIGHTyADTN `U �-1 tJ,t nV AU.'XOX' FDIEO UEETINO RAIL T- BucKw2mt N'Sux HORIZONTAL SECTION C-C (XOX) BRIM (N)AT VB)SPAN GF BlfERIOCI( — WSTAWTKRl p9 PER BECIION O-0ABOVE ®CORN?FROM EATCENTE Lt1I1111 CORNSTILES LS CENTER OF - JR SASHbTILESiRNLS �`'Qp1Y L. NA/ !q� RWW4 By. :DISTANCE ` 7:'• R,.xd Br N0.68T08 VISIBLE LIGHT FORMULAS �0.�A'; '3)I JCHANNEL& (EQUAL-LR'E. XO&OX) ••A4Y' tmB TEawoLoarDRNE F. WIDTH: BUCK W.DTHl2-a1M• �FS•'F�OgIOp ��``� NVENICE FL24275 KEI0HT:BUCKHEGNT-7-1/4' AY•SA^••-• G�G`� Wi+4�1= HORIZONTAL INSTALLATION OPTION S AWOODM NE OUDNFRAMEB002X 3 WOOD FROWOR 2,S UCKSTRIP. SEE B)I NOTE 2, SXEET2 L EMBEDMENT H /^� MOM /—Im/ I � EDGE P.E. CERT.OFANLH.A2B200 TYP. ANCHORTYPE, EAIBEDMENTAND FIN FRAME SHORN INSTALLATION OPTION 8 T ANOHONO WIETAL O AUGN WI FIN I TAY (FGE MAY BERDABEREM OVEp) 410OR0125TEE1. Jf21MRlEl FRAME SHORN PRODUCT REVISED m comp In With tOO ReHBc DllgamB NOA4No. 17-0411.00 Mrtenr BKplmCon ee eR4I30Y0 HOCN.W4EB1H56MET. By M�Me Nlam m ue n TEGRAL FIN FRAMES IJROSOWSYJ Ovls )LLER - LM 05/15/15 4 Slbb NTS 1 4OF 18 MD HR5510-01 B SILICONE STRUCTURAL -.-I T�'NOM. I— -►I TR•NOM I+- � T INOM. E+ I -1 TN•NOM I— I POLYISOSUTTLENEURAL 1M'NOM. I I I WITH DESICCANT ENT. GLASS KODISPACE 5116°AIA PVB 5/78°NA PVB 5116"aW AIR PVBSPA 5/18°AIAPVB— Ta �4SGTPS MWAIR SPACE 7/16°AIRSPACE 3B'AIR6PACE I RSPA 38'AIRSPACE 1/B° A GLASS 718' T GLASS 3/16° A GLASS 3118° T GLA9S < OVITERIOR aFXfERIDR aEX IOR III INT. GLASS mm 76m T6m I mm HaMMTSUTYL STRUCTURAL GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SRICa.'E FOAM ME' NW. WITH DESICCANT SUPER +I 70 NOM j+ � IIS'NOM Ems-- +I 718'/�OAL j+- �{ 70 M. I•�- Exr.cLAss SPACER®NXT 511 5/1VI41HSO 5116°RM SG '� 711V AIA SO -7116 3/6•ALRSPACE 3/8°AIR SPACE, 5/1WAIRSPACE' INT. Goss, 3/16' A GLASS 3/16• T GLASS 116° T GLASS a D TERGR aE R FIGN aE DERIGR ALUMINUM REWFORCFMEM mm T6m - mm DESICCANT 5116-NOM. GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM EM.GlA56� DURASEAL® 4 8' H/ti SO °AIR SPACE 118' T OLA39 aE%TERGR mm OSPACER IMNOM.GLASS �i i8•NOM. &78 STEM I I 3LA55 72 Q 74 7/16"AIASO 7116'A/ASO ' OVss TTPESQi, I1819 E%IERIGR 1/4°AIRSPACE 114°AIRSPACE MAY NGT REUSED INTFIE 4TFILLAREA a 28 3/1B•AGLA56 3/16°IGLASS UlVNOM. 20 76 aE ROR aEXI OR JCONESEAL To-m mm XL EDGE" 93 SPACER GLASS TYPE 15 GLASS TYPE 16 � uu ama.e en Lw YlYMryafi°', JR 03/2 4 : • cui ' I�Iu—� \may\./y 5�j�JI� GLASS TYP. GLAZING DETAIL Q`''• '•."^ ��' J® w fir. o,� *.: Na 96709 'A•w ALA'ENED � � *= Nx em PLLI• pvalPaan YnbHAI Ktmmn9na 49G TPS Spcar Sy4lem n Gaaroa supr6pennXrRan HatNNt Butyl Boo tnN SFxt br 78 Oae EXI-EdOSpam NMMeb 7B CWbxXE4005paC4T TI'=xEAT SiRENGTHENEO -9: =9'•. '� 31 ��-:� GLAZING DE •r=reMPEREO PVB'=.O6PTROSRVL®P`/B B/NURARAY AMERCA WO 'SG'=.695'SFMRYOLAS®INLERIAYER BYKURPMY :O,C'., A D :, F •••;cT.... .•' �C�°� 10T0 iElJMOlOGYOPoYE N.VENICER.94M R� ANFS6Cq SiC. 'ss / �plY1RH0RO�I417wra¢11pmLLgNO HORIZONTP T ♦ ONAL ENG 111 _ �H FORlAWW11131 GLADND COMPONEM9.8EETP6LE 1, AL1N�l�IIY�L\0 5M EFEREN E 9T REPoRTS: FTl.871 T, 6866866T0 SHEETS. p,E)M7W I:ERT.OPAVM.fb299 PRODUCT REVISED Ouliding MOS Nllh IbO IIOMa xoA-xo.CcEe 77.041111.0e R4r6MI eagrotlOn onto 09124/2020 xocR4NccS7mamar. by Fyn Mlw ro ua en •S J ROSOWSKI XLER WINDOW - LM 05/15/15 ;min Short Gv�Yq Nw Rar. NTS 5 OF 18 MD•HR5510-01 B mdea wA00esign PRasum and Anc"rQLMnWYTabIN Daft Mn. WIM Max. Hwt G.m Trm W. teA Dr.IPIPRSmR ApeM .Gdr D G OX 6-B v a 2 IS D R a a 1 t9 1 1 t 21 H 12 a -a 1 10 r 21 10 Tr it 10 -13 1 1 a II 11 A-1a 12 11 )D( iF aT b-a a 1 b 3 aaa 1 1 3 21 1 11 9 11 tm• 10-2 . ib e m u u-i1 1 1e t emee. O .Ty a Design Piessumome) a•a forXO.r OXWmdow. —Le Rl AGaRk H:hNs wtR fA• mamk Wlelm ♦60 J•50 wwTr SEETABIE 1TFCRANWOI A /•MA1r.00. SECTION DETAI FOR WINDOWS W ��/ LEVELRI REINFORCI 5-ANCHOR (REINFCRCEMENTSSHC - / / IN FI CLUSTER DETAIL F��PEYSIL CONRGURAm0M) 1•MA%.O.C. IN 4-ANCHOR CLUSTER DETAIL /•MntLG.O. —.-I I-- uxa j/ 3-ANCHOR CLUSTER DETAIL ODES. USETHESETORALLW WSTALLEDTHRGUGHOUGN LHE FRAME011 OR S•MO.0 �1..��J 4- MIN. N.O.C. I 1 NTEG LFM' 3)FRANE DIMENSIONS AIVE BUCKNIOTH rW0 2)F BUCK HEIG HT (S1mETa OiJ. SASH 6� m AS R FlOURE FORVAIANOTSHOWN. 11P TOTHI 3) R SJ IV2-AINCHOR N W HEKlH OETE ON DIMENSION DNTHETABLE DIMENSION0 AND' al'1N.trz-va•AND•tn-tn-trrWGlcAreTNAi STER DETAIL TMOSEsraNDARD SASH corawTlRAnGNs ' FALL WITHIN THE SASH WIDTH RANGE IN WE ADJACENT COWMN. CUSTOM WOIGATES THATNG SASHCONFIOIIMnON9 NVERG FALL WIIHMTHEFWtOE SASH WDTH R IHtT MEETWOPAIL * Na 6ar05 GLn. ", Daelge Pmssum (mmRT) s-e r"XOorOXWmdows Reed tawJ Rz aemk Hegtbwm5l• Ad awx wMltu I.1g51-70 ,MTV see SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN IN RGI.RES APPLYTOALL FRAME TYPES S CCNRGURATIONS) mr rm jj twem.>nnwremmam 4LRGMFR9a9NFa CERDOFAUTK02 ae6 HEADER SASH HEIGHT SILL MESDNG ML PRODUCT REVISED .. cvmPtYlnD wIN N. f1nrW. Gwlmns CeE NDA.N.. 1T•oa111.De EnpU wD.b 09/24/2020 canAe.TenTAe<ea a OHJrr MI. uc n m II I omm aY: SSURE TABLES J ROSOWSKI DVN: ROLLER-LM 05/15/15 1I 1 NTS BOF 18 MD HR5510-01 B R H n MN MEERNCRNL SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT lRE1NFopwueNrs sxowH m FlouRESAFFLrmAu FRAME CONflWmnoMTI0N5) ,W,A.h sun."..14m:e PTOTHE 1Te THAT' `CUSTOM' TA91FR Glee-TypOe Design PressurellbslRj 5-8 (orXOarOXWmdowe neltt m MBmkww.Wrelo' Ae9u4Wiethl l507-50 lam 7r SEETABIE 19 FORANCJ1oRAGE TInIFO- Oleo Types 5.8 saah 0-119syba s� "M Rnae On) Design Pressure(Its )(o XOX Wlndow9 Rd.t lad Htl ftlfllyd ]Bile X.X.% 11.391.11.m .W.0 ba0 we I mA I me .SU.O W. SS-K.x 12308-12J00 •500 boo •BOA 30.0 ,wa d0.0 43.118^ X-X•X 11.3m . 13.397 -so ba0 •50.0 3D.0 .m0 -m,a tl3m-1..M -%0 MO .50.0 Me -WA as ST9M' X•X-X 11.391.12297 +Me bao .me .BOA .W.0 b o X-X-X m2w.1a559 ,m0 Sa0 .me me .mA b D f9nlpn 1t.391-12A10 ✓X b00 •me boo .910 ba0 g WIT X-y(-}$ mail. 11397 ,as bll0 ,we b0.0 •me 30.0 3 -X I1.399-17.010 .50.0 boa .51)b 50.0 .MO Me Cumm, 11.391.11197 -no -ma ,me b10 -Me me I g fi0` X-X•SS 19395.15.3m ,me 3a0 , 0.0 800 •W9 30.0 Yp y.-}}•}S is.=.19A11 .me sao .60.0 -50A .60.0 M.0 Oelan 11.391-11341 .me b00 •500 50.0 •m0 b o W X-X-X 11390. 13.tt0 •m0 al) .m.0 %o .ma me X-% 19.111.21.e11 .60.0 b 11 .50.0 b00 .510 30.0 (]morn 1S3m-19.397 .mD 4a0 .wn wo a111 ae• 193m-2a3m .m.a bao .50.0 b 0 ,Wol so.o Cullom 24,001.303m •m.0 -m0 .m.0 Sa0 •m01 as 120' X-X-X 730.3m ,m0 300 .mA 5n0 ,<91"i 49.I. •.501G0FOREMAS9TY W" DEETAELEMFORMIC •'Mm.SASH&M. WINDOW WDTII-59Sa 2 1111111177 e ••.0 FJR * t N.. 68705 munemnwrpaur11u1 .ueDmn.narvTe CERr.OFAUM.92 M HORIZONTAL PRODUCT REVISED e Y411m9F CederlN Ne FhHda NOn-Ne.0 d 17-0411.08 elmau Eeplmuon Date 09/24/2020 ROIXEK.ee TM95XEm. 0Y naaR Mlem ed uc3 4e1 pqM ay: ETABLES J ROSOWSKI aou: _ER -LM 05/15115 sere amua, Ra P S 7 OF 18 MD-HR5510-01 B mma rypaa Ds&i9n P'ma1um(IEsaa) 0-5 ror%O oOXWindows RNla le4l R/ mowk HagMawWr M east WiBA. .60140 wmfs SEE TAHLE20 FGRlWg1GNN06 TABLE It: Glma type 5.8 omign Preasum(meMa)for XOor OXWmdows R01at LOml RI WMNx BvckX IB• z6• .ea9 -to.o 96' +fix0 -10A +B5.0 -m0 Nx0 -7ao Ir •eso •70.0 .e5.o •mo .ma .7ao IB' •610 -70.0 •E5.0 -m0 .6Ao -m0 eo• .sxo •m.o .as.o .ma .wo aao T6• .exo .70.0 .e5.o .m.o .a.s• .a.r SEETABLE2IFORANC40HIIGE c9a.s rypan t0.12 RE lnN RI S.e9 CONPaatlml Woman WnP MI DmIan PmesumpsM)forXOX Windows YNMOw Burk I K a• 03• Qfio 11.a91.Is.= .85.0 1 •110.0 mo 1 •110.0 1 mo •110.0 EP Y•K-Y 1100E-15Aeo +ax0 1.11c.0 Nx0 1 •1110 1 +exo •1140 Y-X=6 1&361.11a1 K*x 1 -11" .DSO 1 .1110 1 exo -110.0 C guM.. 11.301.13.397 .650 4l(M) +05.0 -110A +65.0 .110.0 39 75• Y-Y-Y mm-19.1/o + 0 -ilox .DSO .110A +05A •ila0 'q Y-H-K 19.111-2Aat 'no 4mo +ax0 .11o0 .no -ilmo a ctatto 17.611.19.307 no 410A +GSg •H0.0 49.P 4XV 9e• K-Y.-Yr 19.aw-24.aw +fixo -non +exo 410..0 N&W -tokr Ontoa IAOBI.nml •W •110.o -MO A10.0 .&9.0 •110.0 X-%-Y 29.511-:2515 mo -flo.0 +e&0 •11a0 .eS.P •ta.0 1� K-X-Y us15 •a9.al wxo .1m.0 .Ss.O -I1no .Sao -Sao 14T 1 4ama -Sawn no -110. -+avnW rvauw. nrco TABU 11 Gla¢TYpes 10.12a 1418 Dos1gn P9=d10.p0 sWr XOorOXWnduws )x5f,0oo Rdrd. Lx Rs Wuw so* Mao 60' m Sttr W0AiSo .0.0 •110.0 Na m4 2 +50 AIDS .O.D .110.0 N0 410..a0 0r +5.0 -1100 .00 '1110 +10 -110.0 4r no .1la0 'IS., +e0 0 eOar^ xo -1ao .610 .110.0 xo 110.0 d0 .114 0.6.0 .66.0 -110.D . A1lo0m Tv Ius .no 4a0 o .ss.o btno .es.a •tu.e• a� SMTABLE26FORANCHORAGE '•MIN.SASIISRE. W NOOW WID1H-W 2 2 Glw Try- le-1a t-4 SNx CAMpakft waw Rama Ml Dadgn Pmsum(th.fle) rorXOX Windows Re Wlydaw su Buet WqM b' a' Comm 11.391-13Am -MO 1 -110.0 NSO 1 •110.0 1 -61 -11a0 m %-Y-Y Ixa9fi-ix0m N0.0 -Imo +no -I10.0 N o •110.0 Y•K•H 1SA61-lo.Ml •a6.o -no.o .85.0 -IVA +6x0 41a0 Linen 11.&M-13s Nso i AIDA +exo -110.0 +FA.O 4M 7S %.Y-X ma90.19.110 .fi10 -110.0 .na •11aa .M0 4010 X- -K 19.111-24A11 7e50 -100.0 .05.0 '110.0 +Bxo 4029 Gtvn 17.a1.19.91 .SSO 410.0 NSO -110A +6xo -0 A a• X-Y-% 19.30-M.0e0 -7MD -110.0 .65.0 -110.0 .no A20 Calm NMI.a1.a1 .exo 410.0 45.0 -110.0 +65.0 -0&1 Y-X•K "MI-a2.815 N5A 410.0 Nx0 '.lW +no 2e.3 �, X-X-X ust0-39.a1 .m •110.0 .ox0 •10.0 -no d0.8 11P Qvlan -59A.1 .650 -110.0 +6x0 •105.0 'mo 40.0 RWW IZ IND . Tum erx TAxIC l'L ra».ww'wanuc R TASU 1k .T, au.bw RNrt 4xl Re sun 0-4 SaIh Wam p� 6 Dm1 gnPmuum (malrt')ror%0%Wlndol9s .S=m 5s• b• 11es Cagm 11.591flx .610 -TaQ NSO 40.0 NSAj i 0 + q �1 W' H•K'H 119m+i&= .510 •70A NSA RCIA 4x0 •m0 46x0 -m0 H-K-Y 1S511!19.a1 7&0 •m.0 NSA d o Nx0 i o .aqo •m0 (Yaw ll.a9171&w +SSA -mo N5.0 age Naa A3 +&t2 m' Y•K-K Sa.T9o,14110 .no •mo +mo -mo .ma aas .fiat aa2 e K-K•)s lull'I1a1 .no -T0.0 .mo -wag .SS.O -14a .040 mo qW 1a ..JJW .0.0 i O + ..0 .®A NS6 d 5 . 2,1 Oat 3LA 00• K-H-K lase-Scw +SSA 40.0 +011 e l .se.o -wo .50.1 LOJ Catmn 24.Sa1 .00.am N10 -70.0 Nx0 -mo + o ATa .u..0 3.0 I= X- K W.. .6x0 d40 M 9 a.9 +M5 8 5 Nat 411 " MIN. SASH GIi. WINDOW WIDTH-6828 SEE TABLE 24 FOR ANCHORAGE Y SmM.le, J M e.,a 91al'la W ➢0 fta;a ) 11 DmIgn Pmssum(19e1111) fwXDX Windows ml0lct M ]P . eB• Bt cmtam M.m.11a97 .60A •m.0 +os.o -m.o .uo • ..0 +eSO -m0 Y-K-% 12a00.lx .m� -= + o mg .no • to NSA -mo G H-X-H 15.mf-10.511 .010 -m0 + o •70M -no -TOD +WA a40 SA (Ulan 11.M-.13W +WA •m.0 +010 -l0A +SSO i0.0 .050 -m 75• X•Y-Y 10500.lamo We -m0 -E i0A +SS.o ia0 NSA A. •m0 H-X-X t2111:G2a1 +iao -m0 Nxo i40 +QxO d0.0 -m0 (.Ulan 1SI60.1p.OW +6SA •m0 +6x0 -m0 .6x0 J o +ar mr 1�'� .mo -"a +mo -ma w 0 44o .exa• aae• g Wan MWI.30.000 +65A •70.0 N60 •m0 +05.0 d0.0 *No +m0 fm• Y•X•% -54xa N5.0 -m.0 .a10 -m.0 Nx0 io0 NSO• A1r •.nf.70FORGLASSTYPES •• MIR SASH SDE s W NPOY SECTION DETAIL 7GRM FOR WINDOWS WITH LEVEL R4 REINFORCEMENT VMNMRCEMENTSSHOWN IN FIGURES APPLY TO ALL FRAME TYPES& CONRGURATIONS) JR * : No.5970.5 iwa�rtomnlvramamTA Naaaxlaoa119ma CIXf.OFAUDLIZ086. PRODUCT REVISED IOR IN7EaRAL is lm as caampry,swtno RaO .n in No4-No. 17-0411.08 Mehc P.lwlmBOa fti 09)2412020 xoexaxc5s msaxetr. Or Nmm pro u0 n Ot9m By: E TABLES J ROSOWSM DOW -ER -LM 05/15/15 7 oa.9w17a 'S 8 OF 18 MD-HR5510-01 B G,aaa bash dt Anchor quantities for XO crOX Windows 30' Height 36' Hdght 48' Height 54' Height 30" Heighl 36" Heighl dJL.M Heed S SIg HeadIII S Sm Head 3 SD He20 S Sin -, Heatl S SRI E HeadIII S Sig HeadIII 3 SIR Heed A SHR It Anchor Group A Anchor Group C 25-112- 12.147 1+C2+1 2 1+C2+1 I 3 1+C2+1 31 1+C2+1 3 1+C2+1 21 1+C2++1 131 1+C2+1 31 1+C2+1 1 3 28" 0.397 1+02+1 2 1+C2+1 3 1+02+1 3 1+C2N 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 x 38' 17.397 1402+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1. 3 m 42- 20.397 HC2+1 2 1+C2+1 3 1+C2N 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 9 HC2+1 3 48" 23.397 1+C2+1 2 1+C2N 3 1+C2+1 3 1+C2+1 3 '+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 s0' 29.397 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+23 2+C2+2 3 2+C2+2 3 75, 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2402+2 2 2+C2+2 3 2+02+2 31 2+C2+2 3 Anchor Group S AnchorGroupD 2rM0 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 14C2+1 3 1+C2+1 121 1+C2+1 3 1+C2+1 3 1+02+1 3 21r 13.397 t+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 S 1+C2N 2 1+C2N 3 1+C2+1 3 1+C2+1 3 a 3W 17.397 1+C2+1 2 1+C2N 3 1+C2+1 3 1+C2+1 9 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 m 42' 20.397 I+C2+1 2 1+C2+1 3 1+C2+1 3 I+C2N 3 1+C2+1 121 1+02+1 3 1+C2+1 3 1+C2+1 3 'S 4W 23.397 1+C2+1 2 1+02+1 3 1+C2N 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 air 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 76' 30.697 2+C2+2 2 2+C2+2 3 2+C2+2 3 2402+2 3 2+C2+2 121 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Spacing for"Intagrd Fin" Installation Anchor GYaupE Anchor GmuPF aAr 4" FOR OX WINDOWS (XO SIMILAR): , sEEELEVA110N,SHEETI. r-1 lam- SEEEUEVAT rsEECEa �EILIL ELEVATION SHEUI DESIGN PRESSURE REPEATANCHOR FOR XOX WINDOWS: Glace rypee Anchor quantities fcrXO or OX Windows 5-B Sash 3g"Helght 36"Hdght 48'Height WHeight 30'Hoiphl 30-Height 48"Heigh, 84'Heipht Reint Level Wid; n Head 3 Sul 'E Head S SRIIj m Head S SolIII Heatl s S01 � Head S gar 11 Head A 4 6 Sig A Heed � S 513 Heatl A R2 AnchorGmupA Anchor Group 55 33 3m 2s112' 12.147 Not Mlawad 1+C2+1 2 1+C2+1 131 1+C2+1 31 1+02+1 1 3 28' 13.397 NC2+1 2 '+C2N 3 1+C2+1 9 1+C2+1 3 38' 17.397 1+C2+1 2 1+C2N 3 1+C2+1 31 1+C2+1 3 or 1 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.397 1+C2+1 2 t+C2N 3 1+C2+1 3 1+C2+1 3 so. 29.387 2+C2+2 2 2+C2+2 J 2+C2+2 3 2402+2 9 75" 36.B97 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Gmup E Anchor Group 0 25.10 12.147 1+C2+1 2 1+C2+1 13 1+C2+1 3 1+C2+1 3 1+02N 2 1+C2+1 3 '+C2N 3N2+C2+2 3 28" 13.391 1+C2N 2 1+C2+1 9 HC2+1 3 1+C2+1 3 1+C2N 2 NC2N 3 1+C2N 33 38' 17.397 1+C2N 2 1+C2+1 J 1+C2+1 3 1+C2N 3 1+C2N 2 1+C2N 3 HC2N 33 m 42' 20.397 1+02+1 2 1+C2N 3 1+C2+1 3 1+C2+1 3 1+C2N 2 1+C2+1 3 14C2+1 33 48" 23.307 1+C2N 2 1+C2N 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 33 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 33 76, 30.891 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 33 CQHPLY WITH THE AIA7[ O.C.6PACING SHOWN ON THE ELEVATIONS. 6EEELEVAnCN,SHEETI s VATC EET t j I I I sEE SEE � X � CI VAnQV EET1 MFFTiNGRA4 EE sH REPEATANCHORPAT7EfMATSM NOTES 1)F E Max. Anchor O.C. Anchor AND BUM Spacing for"Integral. OmuPF SASH sin SHEErsa Fin" Installation 4' 3)PORSC THE R SN n PRODUCT REVISED "a c"m MN No PI"44a NO". 8a 17-0411.Oa Eaptnu"n Dab0972412020 ATTHESa3. I IaIn'DtF ETOANCHOR EETt 5i Q m t OETaLS,mm6 µ21 ATION. m °✓Po N SHEETI 0 w 0_r am = OLLm N 0 -i6 o a rn Ic�U co - I2 �z 8 F- W lu- ATTHEMEEMGL ® F QZ O 0 w¢ N AT THE MEE7INORAIL d Z 10MMORSATTHESftL 2 0 Z goa5 V O o n �p��, H O nW,SHEETI s _ _ �sl!EErt�• �`TT � � rr'r SEE MUSTER -DETAILS. *: No. W705 9 NNWoWBIsk Wdk Wltlwi Buck%M th fiy (mil a m z FS iiS 13 ' r E � ,`8 e� 9 S% XX N N N N N N N N N N N N N N Tat 2 13 on xb TWif+m4iqN,+WraiPri 222 an m JmNgNJJmm�mJJ��weaa WNPNAq8NNNNLWNaN1aN� WNP}NAYq;LNNNNRaNhIP*qNL' W�£iqN:+;W+a1nP33 WfY_Nmfq�i:+NW+an1qri3 WfN4m+N�yW+A1q:ri W%1q��♦NWR+A�q:r WfNN�N�NNN}WNPoNa�yNqii Wf.+g!+i♦f+WFi+Ao�PYXNii Wf�mfi+t+3F+APy♦qY+iii W�f+r♦qfiq+3prP,*PSq+i W•yn#i+miiNy+A�A3♦NY+ Wf}i+qRq�♦i?PfTPqYii N �WGNNYNNfNWNPfNq++i7 xm16sxgn�4�xn11b yny���esO yynoa ry�''Zm-is�i_2r�l iWEo� .1. J8b y++m 2sm J—W A. .1. P A A P P goo nL82gN m ' Aa 0xom �3f22 � o2g3 N N N N N Tali 0 n ,i W WW W Jd i t RkR♦+, i aa A♦♦fn , � j��g�p 13 0 52 g ���?�A IJS��Ci.. W a •� T m m>i m W1dow Buck Wdm Wndw SwkWdtll a N a mg F ��ai3 �U n ♦ mxd W N i♦♦♦ i N N 1 1 ♦ g. N. N N N N( N N N N Nn N N� N J N i,♦i I+ N A ( ` + N N N N N a W W W W W W W W Y Y W W W W J i i i '♦ A o i 'a ' A c'♦ 7 m x m r r O 9 m a P a + p + A + A r P a C O a g A A D D p D P J ;twit i3€3ii Ri9iiyZf♦ift3A_ m F'i _ S n N N N N q S 0 ' A a P a# a a p a# P a a A Jwnl� ♦ m N N didi fif N N N N N FI ?6+ + r p A .1-1 P1P1 e 77 A P P JMTlb x N N N N N N N N N N N N N N J Si s 75 2 z m N N♦ t ♦ N N i♦ {♦ 4 S N if T f+ i 1 6 N N♦♦ o v a P a a a a a p v N C i s a A A A A a jaffib � o A A a A A� '� [A [ [� 11+ i T i « C 1 N N r+++ r N N r+ r + T �,o .... *'t", .... 1070 TECHNOLOGY DRIVE N. VENCE, FL 34275 c o g p®. -OR 5 p I lam: (041)-480-1600 c '2 COPYAIf CM17 PGTINd1STP.&M MC• App t �, "m �i -D :y V'1 �n < CERT.OFAUTN.619J80 ALL PJSM MMRY Zp-1 3 B $ r•'""'• ANCHORQUANTITYTABLES 05/15/15rn C .• ' ���"11 HORIZONTAL ROLLER -LM J ROSOWSM $ s $ so * 1�U"���`` ;C HR-5510 , NTS, 10 OF 18 e= MD-HR5510-01 T B ' g TA Al: rims Types Anchor Quantities for XO or OX Windovle 5.8 Smh WHeight 1 36' Height I 48" Height 1 54' Xeighl 83' Helght 30' Height I 36" Height 1 48' Height I 64" Height I 83" Height 4J Head E Head Heed Head € Head Head E Heatl V Heatl 'e Head Relnl. Last M & SID `-° & S91 & SH & Sa 8 an Head 8 SD & SID 1° a S61 - , a Sd1 .'0, 8 618 R4 Anchar Grcup A AneharGmvp C 264W 12.147 1+C241 2 1+C2+1 31 14C2+1 141 1+C24+1 41 1+C2+1 14 28' 13.397 1+C2+1 2 1♦C2+1 3 1+C2+1..4 1+020 41 1+020 14 5 36" 17.397 14C2+1 2 1+02+1 3 1+C2+1 141 HC2+1 41 1+02+1 4 Y m Not AIIDwEd 42' 20.397 1+C2N 2 1+C2+1 3 1+C2N 141 1+C2+1 4 1+C2f1 4 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 141 14C2+1 41 1+C2+1 4 6w 29397 2+02+2 2 9C2+2 3 24C2f2 4 2aCN2 41 2+C2+2 4 757 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 0 24C2+2 41 2+C3+2 4 Anchar Glaup D Anchor Group D 25-IrZ 12.147 1+C2+1 2 1+C241 3 HC2+1 4 1--2+1 4 1+C2N 4 14C2N 2 1+C2N 3 1+C2N 4 1+C2N 4 1+C2+1 4 28" 13597 1+C2+1 2 1+C2+1 3 1+p+1 4 I+p+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 HC2+1 4 3fi' 17,3g7 faC2+1 2 1+C2+1 3 1+p+1 141 1+C2a1 4 1+C2+1 4 1+C2+1 2 HC2+1 3 1+C2+1 4 HC2+1 4 1+C2+1 4 5 m 42' 20.397 1+C2+1 2 +1 1+p 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 48' 23.397 1+C2+1 2 7EZ+1 3 1+C2+1 4 1+C2+1 4 14C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 PBO• 29.397 2+C2+2 2 2+CN2 3 2+C2+2 4 2+02+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+pa2 4 2+C2+2 4 76` 38.897 2+C2+2 2+ 2 C2+2 3 2+C2+2 4 2+C242 4 24C3+2 4 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 d rAeLEM Hin(Lml Sash 30' Hrlght 35' Helpht 48' HelgM1l 54' He N9CN Head Head Heatl Head 9ni 11 SIII & SIII aSIg i' &SIB .__. Not Allowed unities far XO or OX Windows f fHdaht 30- �Hcfght36' Height 48• Height 64• He Head Hand 'landHmd Head &Sul _ &Sill _ &SBIIII &Sal - &SN 1+C4+1 Max. A Spacing Pin" 11 O.C. I Anchor Moral- Group tan MAr NOT BEEWED D Fiend hl ORIMG FIN • FRiNTEGRALFlN 8 SI9 .• FRAME6 28" 13.397 1+C2+1 2 1+02+1 3 1+p+1 4 HC2+1 4 1+C3+1 6 ++ 5 14C2+1 2 1+C2+.1 3 1+p+1 5', 21FORSMSNOTsnowrl,RDurmupro 36' 17.397 1+C2+1 2 HC2+1 3 Hp+1 4 1+C3+1 4 14C31 5 1+C4+1 6 I+C2N 2 1+C2+1 3 I.C2+1 C7+1 4 lap+1 5 1+CAN 4T 20.397 1+C2+1 2 1+C2+1 3 1+C7+1 4 1+C3+1 4 1+p+1 5 1+C4N 8 1+pal 2 14C2+1 3 1+pN C3N 4 1+pN 8 1+C4N 5 T,SFII%rAVABABtE48• 3 HpN 4 1+C3H1 4 1aC4N 6 1aC441 6 1+pal 2 1+C2N 3 1+pNpN [2+ 4 14C4+1 8HC4N 8 23.387 1aC2+1 2 HC2+1 DwENStGNSHOwN OM29.397 24C2+2 2 2+02+2 3 2+p+2 4 2+C3+2 4 2+CA+2 5 2+C4a2 5 2+C2+2 2 2+C2+2 3 2+C3+2p+2 4 2+C4+2 5 2+C4+2 6 73' 38.897 2+p+2 2 24p+2 3 2+p+2 4 2+Cq+2 4 2+C4+2 5 2+C4a2 6 2+C2+2 2 2+C2+2 3 2+p+2Cga2 4 2+CAa2 5 2+G+2 6 a1 sEE SHEETBFORA SEETABLEtx FOROESIGNPRESSURE GUIDE TO USING? E NMIAIMANCHOROUPNTn1ES&HOWN PLLANCNORAGEMUSTA OCOMPLYM"H EMAILOCSPACNOSHOMONMEEL ATIONS. 'I TABLES. PRODUCT REVISEDIh"WIEa u com �1n IM P Oundlne Co� NOA-No. 17.0441.08 eapUa6m Def"09/24202D IpIarYWNOT¢TOANC R. I tANIMUM/WCHOfa QUANTITIES BROWN. ALLANCIORAGE MUSTAl80 COMPLYWIh1THE MNf.O.0 Oa4s'rypae Anchor Quanfides 7orXOXWindom 6.6 Sam S.ah 2C H*h1 I W Ha'ght W He1QN I 48- WI9N I W W®hl W WI2N 24- lblOd 3C NdOht 96' HeIgN 4C Wight W HWON W fbgtR NiM 4w1 cadg"n wa. Renpa On) Wad& SO Wad&BeIII N1 Wad a610 Head a S01 g'Haoda Sa ; /Lvd&SD Heed aSR ��Hoad8510 y S Wadaelp ii Fksda SD N ItWda616 Wo4SBa Anchor Group Anchor 0rcupC 35-114' -Y•Y 11.Wl •11.391 1+C2+0+gaf 2 =.t 2 t.02.0•CNt 3 1• 0,Q+1 d 1.C2+0•q+1 1 1+C2M i 4 1+C2.O 1 2 t+C2.wq+1 2 1•C2+wq+f S 1+C"CN1 o i!q+wq+1 1 1+C2.wq.1 4 36' Y-Y-Y 12906-123W I+Q+0•tl41 2 Mft z 1+CNO+CNI 3 1+q DwC2+1 4 1+q+ 1 / i+C2+ Ml 4 14q•wC •l 2 14tl•wtl.l 2 14CNwC2+l 3 1+tl•wtl+l 4 1.CNwC2.1 4 1+Cl.0•q+l 4 Y4-Y-Y 11291-13.397 1+CNO+CN7 2 4O.tl+1 2 NC2+wC2.1 3 1+CNO+q•1 1 14q+wq+l d I+q+wtl+t 4 1.tla0+CNt 2 1.CNO+g41 2 1+C2+0+q+1 3 1+ +wq+1 4 1+tl.wtl+1 4 1+C2+wC2+t 4 45.118' Y•Y-Y 1&398.14.W3 1+tlM l 2 D+02+1 2 1+tl+O+Ml 3 1aC2 w 1 4 1+tl+O.Cbl / 1+C2+aq.1 4 1+C2 wC241 2 1.CNO.q+1 2 1.CNwC21 3 l+M. QC l 4 t+C2+wq+1 4 14q+wC2a1 4 Y.Y'Y• 1f.291 -12-M I+CN1+C2+1 2 .1.q+1 2 OC2+14CN1 3 f+=+I.C2+1 1 1+q+1+q+1 1 1+tl•1+tl+1 4 1+C2.1+C2•1 2 1+C2+1.0.1 2 1.C2+l+ l 3 I+q+1+Ml 4 1.0 Il +1 4 1aq.1+q.1 4 4MC Y•Y-Y 1229E-15.558 1atl+aq+l 2 NOfCNI 2 1+tl+O•D2+1 3 I+q.w .l 4 1+q+wq.l 4 1+02+wq+l 4 I.C2.O+C2.f 2 1, 0+ +1 2 Ntl,0.tla1 3 I.C"C2.1 4 1+CN i 4 14C S4 +1 4 Comm 11.39/-120fa 1+CVI. 1 2 +1+C2.1 2 Ltl+aC2+1 3 I+q+1.CN1 4 1.tl+1.q,1 4 1+gfl+tl+1 4 1+q.ACN1 2 HCNt.tl•1 2 14q+Aq+1 3 I.q+1+C2,1 4 i.Cz+1+q+1 4 1.CN14CN7 4 il fi2-1/B' Y•Y•Y mW7-1&307 HCN1+q.1 2 1+q+1 2 1+CNlaCz+1 3 1•q•1.q+1 4 1. +I+Cw1 4 1. NJ+C2+f / 1+q.1+tl+1 2 1+q+1+q+1 2 1.CNi+Wl O OC2+1+ 0 4 1.CNi+C2.1 4 f+q+t•G2+1 4 5� Y-Y-Y 13396.17.016 I.q.O+gn 2 0+q.1 2 I•q+O+CM 3 1+ 0+q•l 4 1M2 Cw1 4 t+=N l 4 1•C2+OfC l 2 uq•w(1.t 2 l+C24.•1 3 I•C2 O Cbl 4 1-g CNI 4 1+ +0 l b a Cuafcm 11.391-1&307 14C2.lagal 2 t+tl+t 1114�2-M-l 2 1.0 I+C2+l 3 1•C2,I+tl+1 4 1• 1+q•1 4 14C 1+020 4 I+q+14C2+1 2 14C 1+q+1 2 i+q•1+C2+1 3 1+q+1+C2+1 4 1+C2+i+C2+1 4 1•CN1+CNl 4 6C Y-Y-X 1330E-1&380 1+Ml. l 2N1+q•1 21.C2 It l 3 l+CN1.tl.1 4 1+02.t+q.1 4 1. OC2.1 4 1+C2.I.C2+1 21+CN1+tl41 21+C I+C2+f 31+q.1.q+1 4 I+Cwt+CN1 4 HCNI.CN1 b •Y•Y 15.381 -1&641 1•tl,o+q.1 2 Naq.7 2 I.C2+O.CN1 3 1+q.O+q.1 4 I•Cz l 4 i+C240+ 1 4 7+q+0.CN1 2 NC2+O+tl+1 2 I+CN0.C2.1 3 I+C2+0+q.1 4 RC2+0+q.1 4 1+ 0+Ml 4 Gwtun 11.391 •1&397 taCN3 l 2 .3.CN1 2 1+C4.3.CNI 3 i+CNwCNt 4 1+C2+3+C2.1 4 1+ 3+q+f 4 1+G2+3•q.i 2 1a 34C2.1 2 t.q+wtl.t 3 1+C2.N+ l 4 t+C2.Nq.1 4 I+CN34gN 1 TV Y.%-% 13MO-18.110 I+CN2+q+1 2 +2+q+1 21+C2+2+ 1 3 1.CNNCNI 4 14CNNC2+1 41+C2+2+M+1 4 1.qa Cvl 2 1+ 2a +1 2 1+C2+2+CN1 31.CNNpN 4 NgvNC2,1 4 14C2+2•CNI 4 19.fi1-24.641 1a 1+q+1 2 N1•q+t 2 1•g41+CN1 3 1+q.1+C2.1 4 1+CNHCNI 4 1.CN1•tl+t 4 1+Cz+1• 1 2 1.0 I.q+1 2 1+ 1+0N1 3 1+g4NC2H 4 1. 1+tl+l 4 1+q+I+C2,1 4C, I9360-Mar l+Mi+g4f 2 3.C1+1 2 1+CN3.C2+1 9 1+CNwCN1 4 1•g1wg41 4 I+C3++ l 4 Hq.3.q•1 2 aCN3.tla1 2 1+CNNCNf 3 14q+wq.t d I. UC241 4 1+CN3.C2,1 4w Y-Y-Y 19.398-24.360 1+tl+wq+1 2 3+CNl 2 1+C UMI 3 1+CN34CN1 4 1+g43.CN1 4 1.C3N+q+1 4 1+q+9+CNl 2 1.CN3+tl+1 2 I.C2+3+C2+f 3 f+CNaq+t 4 f.C2.3+C2.1 4 1+C2+3+CNCw1. 24.361 -MM 1•C2 2+M+l 2 N2•CM 21+CNNCN7 3 1+CNNCN7 4 1+q•Nq+l 4 1+Cw2+ 11 4 1+C2.2.Ml 2 1+q 24q+1 2 1+CN2+CN1 3 f+C2+Nq•1 4 1+tl+24tl+1 4 1+CN C2+l2C Y.•Y-Y •30.380 t+CN3+q+t 2 wC2.1 2 IW2.3+CNi ] I+q•wq+1 4 1+C2•wgN 4 1•Q.3+C3,1 1 T-E.NcNf 2 1+C2+wtl+1 2 1+LY•5+C2a1 3 1• 4 4C2" 4 1.q.3•q+1 4 14C2, CN1 4 Mahar Graup B Anchor Gaup 0 1 254f4• Y-Y-Y 11.391-11.391 1+C2+O+C2+1 2140"M41 2 14C2+0+ 1 31+CN l 4 1+C2. l 4 I+q. M+1 4 1•q•wCN1 21+02+atl.1 12 114C-mw l 3I-M+ Mal 41.CNwq,1 d 14tl+wczdt 4 36' Y-Y-Y 123M-12309 1.C2+wtl+1 2 1.q+ l 2 f.CN0. 1 3 1+q.wCNi 4 1+CVmC2.1 4 1.C2.wq+l 4 14 0+CN1 2 1.tl+wtl+l 2 I.q+wCNI 3 1+tl•aCN1 4 T•CNaCN1 4 1+C2+O.q•I 4 Y-Y-% 11.381 -1&W I+q+O.tl.1 2 I+ CNl 210WC C2+f 3 HCNwCNt 4 1,C C2,1 4 1.0 C2+1 4 t.C2awCN1 2 1+q.wCNt 2 i+C240 CNl 3 1.M. CN1 4 1+C2+0.C2.1 4 1+g4wCN1 4 45-IW Y-Y-Y 13.33E-14.683 1+C2.O.tl•I 2 t.q+wtl41 21a NC2+1 3 1•C2+wCN1 4 1.M4 C2+1 4 1402+ l 4 J• O+CQ+l 2 I+tl+04C2+1 2 1.CNwCN1 31+C CN1 4 HCNat2+1 4 1atl.wCN1 4 Y-%.J: fl.991.12291 NCNHC2.l 2 1+CNHg41 2 1.CNwtl+1 S aq•uCN1 4 NC2N.tlH 4 NtlN+q+t 4 1•q•aCNt 2 1+qN+q+1 2 1+tl+HCNI 9 14q.1+CNI / 1+CNHC2H d 1+q+1.C2+11 4MV Y-Y-Y 122Ba-16-559 I+C2+O+q+l 2 I1q.0401+1 2 1.C2+0 l 3 1.tl•aCN1 4 I+C2+ M+l 4 1+q.wq+l 4 f+q+ l 2 1•q+0aga1 2 faCNwCNt 3 1+C2+OIC2.1 4 1.0 NC241 4 1+q.wMl d Wat. 11.381-12016 t.tl+t+tl+t 2 I.q+1+ 1 21.CN1aC2.1 3 I+CNI+CNt 4I.C2+I+M+l 4 1.C2+1+C2+14 f•C2+taCN1 2I4C3.1+CN1 21+ 1+C2+l 31+tl+1M2.1 4 1.CN1+q+1 4 1+G2,1•CN1 4 624V Y-Y-Y. 12.017.3&397 1+CN1+C20 2 1+CN1+CN1 2 14C2+%C2+1 3 t.tl.1.C2+1 4 14D2•f+CNt 4 11C2+1+C211 4 1+C I+CNt 2 1. +I+ l 2 1.CN1+ga1 3 1+l8+1+q.1 4 1+C2tl+tl+1 4 t.g41+0N1 4 Y-Y-Y 73.309-17.w6 t+Cbi) q+1 2 1. 0. 1 2 14CN0.C2+1 3 I+C2+04 .1 4 1+g4wCN1 1 l+q+aC2•l 4 1•C2.0•CN1 2 1.CN0. 1 2 t+CN +1 3 1+C2+wq+l A 1+C2twq.l 4 1+ +mc 4 N m twbm 11.39I.1&397 11Gi+14C2.1 2 I+C 11 2 1+CN1•C2.1 3 f.CNNC2.1 4 1.C2+1.C2.1 4 i.q+1,gH d 1.CN1+CN1 2 1+CNt.tl+1 2 t+CN1.CN1 3 1.CN1+q.1 1 HCSN+tlN 1 NCNt•GN1 4 a CA• Y-Y-Y 13.30-15.= 1+C20401 2 1+tlN+C2.t 214CN1+Cw1 3 14 +1•gN 4 14q+1+CN1 4 t+Ml1 +l 4 14CN1+C2+1 2 14CNt+q+t 2 1+C2+1+0N1 3 14=0I +l 4 I+CN1.tl.1 4 1+q+1+q l 4 m%-Y 15.901-19.611 I.CZ •CNt 2 HCN Wl 2 f.q+wq.1 3 I+C 041 4 1+ +wC2+1 4 1+C2+o+C+l 4 1+C2+Ofq+1 21+0N0.ga1 2 1+CN Ml 3 1+=+ 41 4 lfM. q+111.q.0+C2.1 4 FlE Cretan 11.391-119W 1.MN +1 2 l+q.3+C2+1 2 1+CNwCNI 3 1+CNwCN1 / 1+ 0.Cbll 4 1. 3+CZ+l 4 J.CbUCNll 2 jl.0 3+ +l 2 1+CNw l 3 1+q+3+C2+1 4 t+CN3+tl+t 4 1+C2+3+CNt 4 7S Y-Y-Y 13.398-10.110 1•q.NC2N 2 NCN2K2+1 2 14CN3+q+1 3 HCN2M2.1 4 14g4Nq+11 14q+2+tlN 4 14CN2+02+1 2 1+q+24C2+1 2 141 24C241 3 1. 2+C2+1 4 9Cl,2+C2+1 4 14CNNC2.1 4 Y-Y-Y 19.111.24.541 9C 1+= 2 I+gN.g47 2 HCNHtle1 9 1+CN1+C2+1 4 1+C2a1.C2 l 4 1.C2+1+CN1 4 1•C2+t+CN1 2 1+tl+1+Ct+l 2 14C2.1•CNl 3 1+gH+tl.1 4 1atl•1K2+1 4 14C 1•q+l 4 Cretan 1&3BO-19.397 1+C2.3atl.1 14CNatl+1 3 I+q.3.CN1 1 1.CN3.q.1 4 1+tla9+q,1 4 1M+3a .l 2 I,q.3+C2+1 2 t.C2+3+ +t 3 1M.3+q+1 4 14 0-M+1 4 1*CN3.CN1 4 90' Y-Y-Y 19.398-24.350 f+tl+3.W.1 1+CNwq•1 3 NCN 1 4 1,CNwq.1 4 f+tl+J+gN 4 1+q+3+Cki 2 1.q.3+C2+1 2 1+q+wtl.I 3 I+q+3+C2+11 i4 +3.q+1 4 I+CN3•g41 4 Cwlan 2/.381.30.380 t+C2+NQ20 B 1+CNNtl+1 3 I+C2*2+ NI 4 laq+NCN/ 4 1+q+2+C2.1 4 1+Q+2+0N1 z 1M 2+tl•1 2 14q+z+q+t 3 I4C2+NM+l 4 1.C2+Ntl,1 4 1.02.2+CNl 4 12R Y.-YIN •30.300 f+tl.3+C211 1+CNwC , 3 1+ 3+C2+1 1 t.tl.wq.1 4 1+q.wC2.1 4 IaC3+3+CN1 2 I.tl+3atl•1 2 1+CN3+62+1 3 t+g4wq+1 4 1+C247+tl+t { 1+tl+3.tl+11 IJDGW WIDTH-3928 N4.L SEE ^MIN. G3HS12Eo 2 1F E DIMENSIONSARE BUCK WDTH AND BUCKHEIGHTSEE SHEET53d} MdX.MCIIOr U.C. Anchor Anchor SASHSDEISASPERTNEFIOURESCNSHEETSSB. Spacing for "Integra Gm6pE G=pF 2)PORMMSNOTSHOMRWNDUPTOTHENEKr AYMI LEWIDTNORHEIDIRDIMi CN Fin" Installation 3)SEESHEETBPORAWIDETOUSINGT SETABL99. 29" 1 4' 4)'1/41R-1/4'AND'iG•tIb1A'INOIGT[THATTN08E STANOMDSASH CDNFlGUMTION9 FALL ,.+.,� .� �n.•eur.•,.........n io.n.. n�nin..ea..... un n.un."n aece eewu�ruannrw PRODUCT REVISED u compl��an1 MN lM florido GUA., Co1�o No"a _ 17-0411A9 * .' Na 58705 PRODUCT REVISED u compl��an1 MN lM florido GUA., Co1�o No"a _ 17-0411A9 * .' Na 58705 GI®s Types S a B gash bash An9hOrQ03ndde8 for XOX Windom 24- H41 M 3ff Height 39• Wcht 48• H*%ht 24' WI9ht 3ff HNpht 38• Ha19M I 4B wgm Hathl Rchd lo'd Con6@oNon VNIA R.M. On) Nseda 901 'g Haada8N g HNdAS31 g H.Wae0 Hood8810 Wadaed +madae01 Hooda8le 5 Hooda SM R Howa 8m � HNWASM I HOMaWI P AnnhorO.pA Anah*,GMUpC 1 on 33.1/4' YrX-X 11.301.1cut NOIAOowed 1.02+O.02+1 21+C2+O.C2+1 21•Cle0+Q+1 3 1MS CVt 4 f,M3.WC2•t 4 I+Q,0+12,11 33• K•K-K 1230E-I2309 1+C2.wCP1 I+C2+D+C2.1 PCPwCPt ICM.1.C2+1 1,C24wC2rl i+C2+1+C2+1 PC241+C l 1+=-+ +l x 14C7+wMtt ] ItC2+wU'2+1 2 I+C2•wC1.1 2 1.CP1+C2+1 2 t.C2+DM2+t 2 I4C 11 2 t+C2+1+C2+1 2 l+M.WCV121+C2.0•Ml 2 1i1R1 CHI 2 1+C2+wQ.1 2 74C24wCP1 2 J+ +J+C2+1 2 1•C2+O+C2*1 2 1M 0+CP1 2 I+C2w+C241 3 I+C2+ +l 3 1+C2,wC2+1 3 t+ +o l 3 t+C2+1+0Pf 3 1+C9+pCl+f 3 1+CR+1•C2+1 3 1•C I+C2N 31+C2• Ml 4 I.M2 02•1 4 7TC2+O.CP1 4 ItC2+04C2.1 4 1fC2N+Cx+1 4 I}C2ipC2+1 4 1!C211+CP1 4 14D2+1•C2+1 41.C2.0+C2.14 4 1+C2+0+CNl 4 4 I4C2+O+C2+1 4 4 1+C2+0•C2+1 4 4 1+C2+1+C2+1 { 1 1+C2+O+C2+1 { 4 1+C2+1+C2+7 4 4 PCP14CP1 4 I•Ci+0+Q+14 45-V8' H-K•H Y.-Y.-Y. 11.391.19.391 13.108 •14.683 47.YP H-K-X 11291.1z29T K-%-K 12108•18.659 62•VB' Comm 11.301.12.018 H•K-H 12017-I339T K- - f3390-17.GIG eff Oomm 11.391-13.387 t+C2+74CP124C2+1+02.121•C2+1+Cbl31+Cx•1+CPf I+C2+t+C2+121+C2.1M I+C2+0+C2+1 121•C2.1+CN131+C2.1+C2+141+C2+P• 2 1+C2+0+12 1 2 11C240.H+1 3 1+C2.w02+1 41M+I-W+141+C2.1+CP14 l41+Q+1,C2+14 / 1+C24D+C2tl b 1+CNO+C2+1 4 X-K-Y+ 13.39B•15.380 K•K•K 16.301-1B.64, TV Oman 11.391-13.35 I+C2.34CP121+02+3.C20 1+C2+2.C2+1 2 fiC2.2+Q+t 21+C2w+Cb131. 2 1•C2+S+Cz+1 3-C2.1414CPS.CP1414C243+CPl4 9 i.Q+2+CVI 4 1•{:2+2•C2+1 d 1+C2.2+L l 4 H-%-H 13.393.19.110 K-X•X 10.111-N.811 f+Ci+l•C2+1 2 1+C2+1•Q+1 2 I.C3.1./241 3 1.Q+1+CPI 4 1. 1+C2.1 4 1• 1+C2+1 4 9E CIeNm 10.360-19.391 1+C.2+J+f2+1 t.C2+34C2+1 t+C2+2+C2+11 t+C2«34CP1 R 1+C2+9+CP1 2 PC2w•CP7 I.C2.z+L2+1 2 1•GP3+C2+t 2 7.CP9.CP1 2 PC2w.CPi 2 1+C2+24CP1 z 1+C2w.CP1 3 3 t+Q+3.CP1 3 1+C2+3.CPI 31+CP2.CP1 1+CPPC2+1 P 4 1+C2+wCP11 4 1.C2+3+C,l 4 4 t+C2.2.CP1I 4 t+C2434CP1 4 X-X-H 18.398-24.360 Omtom 24.981-W.W0 tiff H-X•X •90.380 AnehorGroup8 Anchor Gro p0 36-114' K-X-X 111391-11.391 1+Q+O4C4+1 2 1+C2.O.CP1 2 1•C2• +l 3 1•G2• 1 4 f+C2+ 1 4 1+C2.MC2.1 4 I+C2+O.O2+1 21+C20+0E+1 21+C2•wCPt 31+C2+D+C2+1 41+C2.O 1 41+C440NCP1 4 30• X-X-X 12.309-lZWG t+C240+C2.1 2 1.G2+0+03+1 2 14C2+O.C2+1 3 1.02+0-C2+1 4 1+02+ 1+ 1 41 1+C2.wC2+1 4 PC2•wCPt 2 14C2+w w24C2+1 2 1+l 3 1+C2+wMl 4 1+C2+O+CP1 4 1. 0+CP1 d X-K•Y. II394-13.397 1.C2•wCP1 2 1.M2 M+1 2 1,C2+O+C2+f 3 1+cz+wcz.I / 1+C2+0+42.1 4 t+CPM 4 f+cz+wcnl 2 1+C24wCP1 2 t+C2+0+C2+1 3 1.C2+04C2+1 4 1+CSHDC 114 14CN0,C2+1 4 4S9ff X-K-% 73898-14.683 1+CPOtC l 2 1 C +IXC2+f 2 1+0210+ Pl 3 14CP0+CP1 4 1.C240IC2+1 d 1+CP0+CP7 4 H+ wC l 2 t+C24wCP1 2 t+GP0.CP1 3 1.CNa4Cl l 4 1+C2+0+C2+1 A 1+CP0.CP1 4 X-H-H 11.301-12MT 1+CPPC2+1 21.CP1.CP121+C2+1+C2+1 31+CP7+C2+141+CP1+C2+1414CN1+0204 1+C2+1+0N121.G2+1+C241 21+C2+1+C2+131+C241+CP14 I+C2+1.C2+1 414C2+1,CP14 4rsa• X-%-X 12298-15.MB 14C2+wC2.1 2 I40NO+CPI 2 1+M2 S:2.1 3 PCPwC2w 4 1+CNaCt+1 4 I+CPwD2+1 4 1•C2+wCP1 2 I.cx.wcz+t 2 1+C M+1 3 1+02. 1 4 J+MP CNI 4 1.C240+CP1 4 Gramm 119I •1zOle 14CP1+C2+7 2 t.C2+1+CH1 2 t+C2+14C3+1 3 1+C2+t+C2+1 4 1+C2+t+r2+l 4 1+C2+I+CUI 4 14C2+1+G l 2 PC3+1+CPI 2 I•CPI+CP1 3 1+C2.PCP1 4 PG2N•C2H 4 1K2•PC2M 4 e2-1/6 X-X-Y. 1xD1T-13.991 14CP1+Ct+1 2 t•C3N.C2,1 2 1.C2N+c2N a l+C2w+CPt 4 1+QN.CP1 4 1+C2,1+CP1 4 I+Cx+1+C2+1 2 f+CPf+C2+1 11+tl.17+Cd.1 3 1+C2w.CP1 4 PC2+7+CP1 4 1+G2.PC1N 4 X- •X 73M.11.01E t.C3+lNC2+1 2 1+024wCP1 2 14020.C2 1 3 1.0+ ml 4 14 0+cz+1 4 PMCP1 4 1 C .O+C2+1 2 1•CPdC2.1 2 PC2+O+C2+1 3 1•C!•O+C211 4 PC2+wCPl 4 I+C24O+C241 4 Gramm 11.391 • 13397 HCPPl2+1 2 PC2w+C241 2 1t 1M 0 3 1. PI+C2+1 d 1a(7•PC2N 4 1+C2+l+C241 4 1+C2+1+C2+1 2 1+C2+1.C441 2 7+C2M4C2H 3 f+CPPCPi 4 1+CxH+CP1 4 1+C2.PCP1 4 8 Or Y••X•X 13.308-15.360 t+C2+I+C2.1 2 1-CW-M-11 2 11+Cx+PCPf 3 1w2+1+C2+1 4 PCNt+CPt 4 1+P4+1+02+1 4 1,CR+1•CPt 2 1+CP1+CP1 2 14C2+1+C2+1 3 f4C2.14C2+1 4 1+C4w+CP1 4 1+ 1+CP1 4 K-K-X 13331-19.541 1+C2w•CM1 2 1-C2+D+C2-1 2 1+C24IN Pl 3 P1:2+0+C2+1 4 7+C2•G l 4 1•C9+wtlN 4 1+02+0+C2+1 2 I•CPO+C2+1 2 1+C2.O+Clw 3 1•C2.O+C2+1 4 1+la.wc4.1 4 1.tl+MC2+1 4 Conlon 11191-13.397 1+CI CQ+l 2 1+CP3+C2+1 2 PC243+C2.1 3 1•CPPCPI 4 1+C2+3+C2.1 4 t+C2+P CPt 4 1+C2+3+C2+1 2 (.C2+3+CP7 2 1+C2+3 1 3 1.CP3+CP1 4 1+C2w+CP1 4 1+C2w+C2.1 4 TS X-X•Y+ 13.399-19.110 1C 2+ +1 2 2 PC2 +=+1 3 1+C2+2+CP7 1 1+C2+PC2w 4 I+C2+PCP7 4 1+02+2.C2+1 2 1+CPS.C241 2 14C2w+CP1 3 1.C2+2+C2+1 4 1+C2+2+CP1 4 i.C2.2+C841 4 = -X 19.111.24841 1+C2+11C2+1 2 2 1-=2 I+CP7 8 1.02+1+CP1 4 IK I-CP1 4 1+C2.PQ+1 4 1+M+1. 1 2 I.Ml P1'2 1•CZw+CP1 3 1+CRN.CP1 4 PCP14@+f d P0211.CPI 4 0glam 18360-19.307 I+C2+3.C2+1 2 2 14C3w+C2+1 3 1+C24PCP1 4 1+ P9 C241 4 1+02+3+C2+1 4 1.02+3+02+12 I+C2+3+ +1 2 1+C2+3+CPl 3 1+C2w+CP1 4 I+C2w+CP1 4 PC2.3•C2+1X-K-X IHZ8-24.360 14 tCl11 4I-C2-3+C2+1 2 z 1+02+P02+1 3 1+12* 021 1 14C2+wCPi 4 1+C2+PCP1 4 1+C2+3.tl+1 2 1+C2+3 CM+1 2 14 +3+CP1 3 1K 34C2+11 1+Q+PQ.111+CP3+CP1 4 Gomm 24,361. 30.3B0 1+Q.PQ+l 2 2 t+tT+2+czw 3 1.CP24CP1 4 1+t"1+PCP14 t+C2+2 C 1 4 1.C2.2+C2tl 2 PC2+2+CP7 2 1.C2+P02+1 3 1+CP2+CP1 A 1+(2+PCPf 4 1.12ff Ya-X-X - No 11+C213+C2.1 2 z PC2+PC2+1 9 PC243+02+1 1 1+C2N+C241 4 1.C2+34CN7 4 1+C1+3•CPt 2 PC2+PC2.1 R 1+CP3+C2+1 J 1+C2+J.C2N 6 1+C2t3+CP1 9 1+C2.3•CPt d "MIN, SASHSDEe WINDOW WIDTN .69.2E Max. 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Sam JAMBS JiI XW LIFTm ,B INFERLOO! .TIV 217s 471 .ass LR FtM. � INTERLOCI(CgYER� +I 1-- 200• 12 U74• 17 MONORAIL PRODUCT REVISED Me NRdeo o o BuildingCog Na".d 17-0411.08 a carom DrylmOen unto 824/2020 xoauerrarlmslaeT. By Parses N ue :)CTRIJSIONS 8, BOM J ROSOWSKI rALIROLLER -LM 05115/15 0 1 Sale 1 'M'D Na fie NTS 7 OF 15 -HR5510-01 B 69TERE0 FRAME W0H INIMOR AND EXTERIOR FRAMEWELOS SASH ASSEMBLY DETAILS MITERED FPAME WRH In" ATTACHED OPT.SWEEPLOCK Egress Lock BID of Material A Porto DOCWPSOR Metedal 100 7MC1020 MudWdd lack Opwdw Cut Zm 1D1 73340 OpmawmoundngPlate AOM 102 71016 MulUpdM Lack Kwpw AIW4 103 72=4 MuRlpolnt Lack Odds N kn 104 220217.221 TInBN Lm VwIff StW lu. SW.1 IDS 71024X12HFX 910 x 17I NH MS StNnIyXX St w 108 7WFPAX rex1°PD.FHSMS Stdrdns StW 107 78)GGFPTX RS X W0 PA. FH SD.S SteWm SteN EGRESSLOCK DETAILS NOTTDswE PRODUCT REVISED ....p Grim M. F1.4" No". 17.0411.08 Pnplme.. oswOS124�R020 By Nlalin4l0^o4p1Fo�euotC�on1trol �Jv 1070 TECHNOUO DWE N. VENICE. 0. 34275 (840-480-1800 CERT. DF NUM. 129M fk� ASSEMBLY iM1' ``.���qNY LYNIy,�/ °.' JR 03/27/17 NgweIDEeMBN�T. DETAILS @' Iffll ai Ito+.(( P;' :`41`10 ; R.wta er om �I R..owv _= * �• away 39 % �° B4 EXIERwR EXPLODED FRAMEnhl l�- r�C` WINDOW VIEW J ROSOWSKI ASSEMBLY om0•!•.::�24:: Rt"' mti NOTES DETAILS %BjONALENG HORIZONTAL ROLLER -LM 05/15/15 T)O AND SOME PARISIO BONS NOT SHOWN ON DRAVANO FOROLAfUTI. t;,;I ;tt1 �--r.; gmMnp Nu, Rn; 2)}PIANAELFRAMESHOTM.PMTX1.OTHERFWVA PESAPRY. ALTmIASIkh P£ ])FOR 0.EMFOROEMENTTYPES, SEEOETAILS ON SXEEf688. p£pyB7� HR-5510 II NTS 180E 18 MD-HR5510-01 B SCANNED BY :t Lucie County SERIES 5470, NON -IMPACT RESBSTANT SLIDING CLASS DOOR INCLUDING POCKETS & 50°/135- CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM EI30O. 3) ANCHORAGE: THE 33.113%STRESS INCREASE RASS 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 FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONE. VISION EXTRUSION LTD. WHITE RIGID PVC NOA, VE 1000 TAN Z02 AND LIGMER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED -=11NTED OR LAMINATED) WHITE RIGID PVC NOA _-FERENCES (TEST REPORTS): FTL-0387, 5368, 6369. 6370, 8371 & 8545; EXOVA-10-002-792(A) & 1G.Ow-10231; uAMBRIDGE 635753-09; 7) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE. 8) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 9) THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS, SEE TABLE A ON THIS SHEET FOR BSEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET, 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.1/2' THICK. PROPERLY SECURED, IN WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1412" THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTAL- LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4- THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE yF?;UING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE NFORCEMENT LEVEL DESIRED. OCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL vv,wTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (AG) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A. THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE GUIDELINES OF THIS SHEETSET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. T BLE A- am,p Anchw G.INAb F:mn.(&mWrl N)w1d30 G(¢mnw NIL BO ffl A 012.1.1SMS (S*s S41S Onh 11 Ii) S. Sw4hm PINS (SG-0.S -FQrP.T. r emw 1ISm4l ' �.W3T 0.125'min. IN.kro.e HeeMSBVmb I 3W P-Iw k 313" 10 9.mI. ALB` O wiI. Gt.kmm Huvsw} b 3l4' 003C P-kmk Y3' amv SMd SW4, M53 a 3C 0.071-mb. I.N.1wM H..NSV/ mb I 1P 0.0Tf' 14 Gs. P- k I:A' O.OT1` HQs 1W Eko ub4.on P.T. 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A6TPA C.w lemD 24W /-1r4• Pfi.ok a92 /-ila' 0 W Ei 410 S.S.0 F'Bk 1 W4 rtuL 3.33 hi Iba415W. b 24rr I've PJm4 2-9r 13N' IlrGu CMth AS1PA G90 Amb 2-llr 1-11r Plink z-+Ir uvr P3;.[ Imt F21RQ7 =2 ! 9Eo i TAP4fY�P:3 rAmil �mm flll3fl== C31E2Ei mr3,1J3 (a) gcfl 4-) w eD' S8' SO SO 16G-771 46• 92G' 60 63 lM774 48' 98' 60 TA 160.770 /Li' 91S' {A _80 9MT72 VENICE, FL 34275 SLIDING GLASS 1AL NOTES NTS - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. •UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & BI, ON SHEETS 7 & 8 B2 ETAILS ............ 10 LOCATIONS ....... 11-16 )INS .....................18 )RIES..................1B DETAILS ............. 20 kalu UB/,1 'IT ........................21 �.��0@LY LYRyy�✓ IN INSTALL.........22-25 �"' '� i' VC&NgR ••.!( . q3N+ , Al 324116 ' TY : Nn 58703 8' J ROSOWSKI ap® �A� VA •� '''SS70IVALI00 �TLG r.,. ......�.-..,nke A.LY N¢ RPE MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 1 - MAX. UNIT d / I MAX.. UNIT / HEIGHT Ii HEIGHT PER TABLES 1&2 �9 PER TABLES 1&2 1� J� 1-PANEL 2-PANI CONFIGURATIONS • CONFGUR/ MAX. UNIT WIDTH NOM PAN PER TAB MAX HEI PERT I v v 7711L INv NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 / MAX. UNIT WIDTH �I ,I NOM. PANEL MYTH I PER TABLES 1&2 MAX. UNITHEIGHT Ig / I PER TABLES I&2 J `l 1Y.J _ &PANEL CONFIGURATIONS NOM. PAN PERTAE M" HE PER TAI I -- MAX. UNIT WIDTH MAX. UNIT 0 HEIGHT PER TABLES 1 &, 9. WIDTH LS1&2 — mru. unn rvrurn (.4l 1' UNITGHT d L S1&2 6-PANEL CONFIGURATIONS (D l NOM. PANEL WIDTH PER TABLES 1 &2 —1 I / ._ J I� MAX. UNIT PER I^ HEIGTABLSHT I & 2 * / / I L—_ / CONFIGURATIONS NOTES: 'X' =OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB •C•= INOPERABLE PANEL •P" a POCKET LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXP. 2) 90- & 13V CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. qu. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER 1070 TECHNOLOGY DRI\ 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. ® N. VENICE, FL 34275 4—SHEETNUMBER (B41)-480.1600 CERT. OF AUTH. N29296 MAX. UNIT WIDTH 4-PANEL CONFIGURATIONS i .UNIT WIDTH -' ------� N M. PANEL WIDTH ER TABLES I&2 d MAX. UNIT IE HEIGHT ER lgTABLES r —T I I e J m-paNELcoNPGURanoNs I DLO WIDTH = NC M. PANEL WIDTH •&BHm•OLD 7�4 PANEL HE GHT-, DOOR HEIGHT - 2 11/2• VINYLSLIDING GLASSDOORFPA pp 3I24H8EXAMPLE CONFIGURATIONS; gd J ROSOWSKI NTS T 2OF CONCRETE/CMU PER `— ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND , EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 8 NOTE 3, BELOW EMBEDMENT ---z EDGE PLATE AT EVERY ANCHOR r LOCATION r� 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 EMBEDMENT AND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLE A. SHEET 1 4 1 NOTE 3, BELOW y_ EDGE 1/4' MAX. DAYLIGHT OPENING WIDTH 2s• O.C. FRAME WIDTH METAL TYP., ANCHOR DETAIL Cl DETAILD9 LENGTH TO BEAMIN. OF3 POERLocN wrO eernL THREADS BEYOND THE METAL SUBSTRATE EDGE EDGE DISTANCE �SFE NOTE B.� 2S ZDZ53 1XOR2XWOOD EMBEDMENT X 3/4'SMS REINFORCEMENT SC EW; 7 TYP. ANCHOR TYPEHORIZONTAL SECTION (XXX SHOVyim1 R STILE, LOCATEDFA CORY E ANDLED S', � B' 812' FROM ENDS (FACTORY INS ALLED). EMBEDMENT AND i EDGE DISTANCE PER _ TABLE A, SHEET SEE DETAIL C2 DETAIL D2 DETAIL BP TABLE A, SHEET 1 8 DETAIL A? bELLOCN iwomaNRr `�`� A9TmA NOTE 3.BELOW WTOiri WOW �` FACP.V W. REWWEOS00pR EMBEDMENT 1B w DAYLIGHT Y1 B�EwHr Ls ovER OT 114-MAX .—a1 �: � ` r Q _---� OPENING WIDTH Ie- 114'MAX. PANEL WIDTH EMBEDMENT HORIZONTAL SECTION (XO SHOWNZ NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. IMMFORCMEWWKS ISM NOTE4.M SHEET1 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION 8 SPACING, FOR FORq,L ,LgoczsTnEsp 11 ANCHOR QUANTITIES, SEE TABLES 1 8 2. sT9.ESAib 4) CONTINUOUS ANCHOR PLATE, ITEM#8, IS REQUIRED AT ALL woRrmwrAL RAns FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. /(( B)SEE TABLES 182 FOR REINFORCEMENT REQUIREMENTS.ALL wIERLs{ O O 1070TECHNOLOGY' REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF MY N. VENICE, FL 34275 THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. 57=� HO (841)-480-16D0 7) SEE SHEET 20 FOR SCREEN DETAILS. CERT. OF AUTH. 929 EDGE • DISTANCE I I T TIP' I I EMBEDM NT EMBEDMENT AND EDGE DISTANCE ) PER SUBSTRATE, S r SEE TABLE A, SHE 1 8 NOTE 3, BELOW I xreRro Lb CONCRETEICMU PER ____J ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP 8 INTERIOR OR ANCHORS, SEE EXTERIOR DIRECTION. DETAIL SHEET 19 ALL PARTS IDENTICAL. VINYL SLIDING GLASS DOOR i PA = 118 INSTALLATION, HORIZONTAL k -SECT. �G J ROSOWSKI NTS 111 3 OF 25 � i Na. 6P7CO i� A. LWN ULER P.E. CONCRETE/CMU PER ANCHOR REQUIREMENT C 811 ANCHOR PLATE T EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT ,1/4' MAX. 'ROUT AS �'DED, SEE ANCHOR NOTE 5, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 AND EDGE DISTANCE PER "two SUBSTRATE, SEE TABLE A SHEET 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING, StE ANCHOR AND EDGE DISTANCE PER EDGE NOTE 3, SHEET 1— SUBSTRATE, BEE TABLE A SHEET DISTANCE � EDGE 1 & NOTE 3, THIS SHEET 1 .• : I DISTANCE .. EMBED- MENT 1/4'MAX. IX OR 2X WOOD BUCKSTRIP, SEE _ ANCHOR NOTE 3, SHEET 3] FDR Loacsrnes. ".EDS 3, FIXEDBTRE3 AND HDRIZONTAL anus ]5 —' FRAME see ' HEIGHT NDree, ms snv 3B az 1/4' MAX. :PERANCHOR .l EMBEDMENT • . • 1EDGE TYP. ANCHOR TYPE, DISTANCE -EMBEDMENT AND 2X WO EDGE DISTANCE FRAA CRETEICA9U PER SUBSTRATE, DETABL FI SEE TABLE A, REQUIREMENT ENM r.InsoNR1. SHEEP 18, NOTE 3, THIS SHEET L va•MAx. Iola ] #8 X 314' SMS REINFORCEMENT _ SCREW; 3 PER RAIL, LOCATED AT CENTERLINE AND B' FROM ENDS (FACTORY INSTALLED) PANEL HEIGHT SILL RISER -- I DETAIL E3 INTO MASONRY CONCRETE/CMU PER EDGE \\il ANCHOR REQUIREMENT )ISTANCE� • EMBEDME "E=DU�DISTANCE L 1/4• MAX!CHOR TYPE, EMBEDMENT AND PER SUBSTRATE, SEE TABLE A. SHEET 16 NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIO 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 119 12 FOR ANCHOR LOCATIOP FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS RE ALL FRAME ANCHOR LOCATIONS. 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 19 2 FOR REINFORCEMENT RE( ALL REINFORCEMENTS ARE APPROXIMATELY T LENGTH OF THE EXTRUSION. REFER TO TEST Fi EXACT DIMENSIONS. DETAIL E4 11 D Nero MULLION, ALUMINUWSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A. SHEET 1 EDCE DISTANCE EMBEDMENT /d U ICI 111 L114•MAX. TYP. ANCHOR TYPE(, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 19 NOTE 3, THIS SHEET FOR DLO WIDTH - NOM. PANEL WIDTH - 8-9/16' OLO HEIGHT - DOOR HEIGHT - 114116' PANEL HEIGHT = DOOR HEIGHT - 2-117 VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, a80, '3��- SEE SHEETS j j Y390 r'F 20YI47 17� zar 4.041 4#345mffly 823 2.887cmayL 9.917 .060 .06D .060 2-1/Y =TOT .050 I I SILL HEIGHT �] SILL RISER 1J SILL RISER SILL RIS R �] SILL RISER �(2.112'TOTAL O(3-112-TOTAL O(4-ILI,W1, TAL (4-SW TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIG ) SILL HEIGHT) VINYL SLIDING GLASS COOK �PA si wume CHOR TYPE, II R INSTALLATION. VERTICAL X-kCT 141 1 ROSOWSK BUCKSTRIP OR, EMBEDMENTAND �A`L.7 Llm I. SEE ANCHOR EDGE DISTANCE OTE 3, SHEET PER SUBSTRATE. 1070 TECHNOLOGY DEZ'A!L F2 INTD YA700 SEE TABLE A, SHEET I&NOTE 3, THIS SHEET N. VENICE, FL 34275 (941)-480.1600 CERT.OFAUTH.029 I NTS I 4OF25 M. 50703 •. \n/ 135' ©ETAIL G9 Imo' IC? 4NSiDE CDRNE0. g0° l D—ETAIL H9 u Iw INSIDE CDRNER ENIEPIOR IyLnm SEI i v 1� 11E m a•. m le'ro.D. ES DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. I,1 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, F R ANCHOR QUANTITIES, SEE TABLES 1 &2. I 3) CORNERASTRAGAL MAYBE EITHER TO THE INTERIOR OR LRIOR, DEPENDING ON CONFIGURATION. I.I N. VENICE, FL 34275 (841)-480-1800 f.FRY. OF At ITH_ W2€ �jJVINYL SLIDING GLASS DOOR �A gg CORNER ASTRAGAL HORIZ. �-SECT. y! NTS JR� 5OF DETAIL H2 NTERM OUTbIDE CORNER �• 4 ai k� S mo?..•' eR §� S�ONALIe ti LWN MUM R.E DETAIL n OPTRUCTURALNON- iMorutorory STRUCTURAL ANCHORSFOR- 1 INTERIOR POCKET L*Q z1 JAMB p1 v INTERIOR POCKETS MUST SEE no 1. THIS6HEET m INCLUDE A NONSTRUCTURAL, FRAME JAMB TO REDUCE THE 10 !I POSSIBILITY OF WATER 21 dt INFILTRATION. 114MAX. _ - - 19 POCKET BY OTHERS, SEE NOTE S BELOW. MEN4• TYP.ANCHOR TYPE, EMBEDMENT EDGE AND EDGE DISTANCE PER DISTANCEEDGE SUBSTRATE, SEE TABLE A. SHEET 1 B NOTE 3, BELOW NTERIOR POCKET METAL TYP., ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DETd+IL 13 DISTANCE mmo uETu EMBEDMENT 1/4' MAX. 2 EXTERMOR POCKET DETAID_ oz IMOI.USOMtY EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER ' SUBSTRATE, SEE TABLE A SHEET 1 S NOTE 3, BELOW T. EMBEDMENT �dmx9e EXTERIOR OPT. EXTERMA IW MAX. ANCHOR 15 CONCRETE/CMU TMSSHEET SS SHEE. 31 u� _ --PER ANCHOR ��,,,, 0 27 REQUIREMENT EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A SHEET 1 6 NOTE 3, BEL EDGE DISTANCE " ANCHOR EMBEDMENT PT. O 114. SEES FIG 1. I's SHEET J1 v 22 F=RVR 15 NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION 5 SPACING, FOR ANCHOR QUANTITIES, SEE TABLES T & 2. 4) SEE TABLES 1 5 2 FOR REINFORCEMENT REQUIREMENTS. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. G) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N. VENICE. FL 34275 CONCRETEICMU PER ANCHOR REQUIREMENT ANCHOR FOR DOOR HEIGHTS 96-AND LESS: li FOR DOOR HEIGHTS OVER BB' 1a � 21.0 q MAX. O.C. 22 e1 21 K)D SUCKSTRIP OR NG, SEE ANCHOR 3. SHEET 1 DETAIL I4 i IMovmoG EXAMPLES, HORIZ. X i D tl NTS 6 OF 26.E i J RJR OWSKI [-a o . D (2��6 . •:�, TARI C 1. Design Pressure (DP) and Anchor Quantities Required Use this InNe br Astragal Relntmemml 028 Lmks0le Reinllmemml#25m#2e Bid. lntedmk Relmlmemern#27 Door Wit HeiBM 80. 1 1 map Are Omup A B C D A B C D A B C D Design Pmms m +601fi0psf +60/410psf +W/•60psr 1&11B' Hesd/Sl5 C3+1 C3+1 C3+1 C3N C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 0+1 C3+1 24' DLO wwm Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P4=k 7 7 7 7 7 7 7 7 a e e B Design Pmselae I +60/-0Opsf +W/•Wplf +W/4Wpsf 25•1/6' HmdlSlll 03+1 C3+1 0+1 0+1 C3+I C3+1 C3+I 0+1 0+1 0+1 C3+1 0+1 W DLO Jamb 5 B 1 5 b 1 5 1 5 b 6 5 6 6 6 P4mdk 7 7 7 7 7 7 7 7 a 1 a I e 1 8 Des/gn Pm am +W/.60psl +W/Hmpsf +50/•60ps/ 31.1W Hea S61 C3+1 C3+1 0+1 C3+7 DN C3+7 0+1 DH C3+7 C3+1 C3+1 C3+1 p 36' DLO W dh Jamb 5 5 5 5 5 5 5 5 5 5 5 5 S P•bmk 7 7 7 7 7 7 7 7 5 1 B 1 e I B iEG �l�Pmssme +W/-00psf +W/•60psf +W/-Wpsf 4T 37-1/a' DLO HeadlSfO C3+1 C3+1 C3+1 C3+1 0+1 OH C3+1 0+1 C7+1 I C7+1 I C0+1 I C3+1 WI OUI Jamb 5 5 6 5 5 5 5 6 5 6 P•hmk 7 7 7 7 7 7 7 7 a e OesiOn Pmsarae +W/60ps' +W/•WPs' W psi DLO 4OLD 11mdB61 0+2 C3+1 C3+1 C3-1 C3+2 C3+1 C3+7 C3+1 2(--- C3N pN Wm Jamb 5 6 5 5 6 5 6 5 6 5P-Mtic T 7 7 7 7 7 7 7 8 a v USED IN EXAMPLE ON SHEET B TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B7 DETERMINES THE WATER LIMITED (+) DP. 21 IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED: OTHERWISE, +DPS SHOWN IN TABLE 7 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-10 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SI /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. I THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDIT C MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST AL'S / CONSIDERED, SEE TABLE Bt, THIS SHEET. # OF ANCHORS THROUGH THE HEAD 8 SILL. (EX: FOR C3+1,:31 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUII MIDSPAN OF PANEL). v� TOTAL O OF ANCHORS THROUGH THE JAMB. THE# OF ANCHORS REQUIRED THROUGH THE P4i00K PERPENDICULAR TO THE GLASS. In TABLE B7: Water4lmitrd (4) Design Fromm SD R'ser I Man. Sig rldgld Ma. (+) DP Art =d Now 1-11/16' See NMe2 42 2-112' +98.T paf 43 31? +80.0 p5f 44 41116' +W.O Wf 45 4JB' +t0D.0 pef FL 34275 FIG 1: DOOR THE IE THE LENGTH IS DLO WIDTH - NOW DLO HEIGHT DOO(1 PANEL EGHTDTH-&9/78' 1 u1e' r oN...... PANEL HEIGHT =DOOR HEIGHT -2-112" IYL SLIDING GLASS DOOR FPA 1113124116 & ANCHOR QUANTITY TABLE 114111 J ROSOWSKI NTS JAI 7OF Design Pressure (DP) and Anchor Quantities Required Use this table Mr. Astragal Randpmemenl 029 teekstlle RelnMmemad 025 HD Imed4Nt R atMemem Me DW Unit Heft 64' so.IDS, a e e g Gmup r mup nc Gmup Gtmry mi4 A B C D A B C D A B C D A 0 C D A B G 0 Design Pressure +60/60psr +60/-80psr +60/60par +60/65psr +60/65psr 1&118' HeaySW C3+1 C3+1 C3N C3N C3+1 C3+1 C3+1 C3N C3+1 C3+1 E+I C3+1 C3+1 C3+1 C3N C3M W+1 C3+1 CJM C3+1 24 DLO Width Janet 5 b 5 6 5 5 6 6 5 5 5 5 a a 8 6 6 B 6 6 P4=k 7 7 7 7 7 7 7 7 B I 8 a B B B B B 10 10 10 10 DwO7 Pantries, +80160psr +80/6ppsr +60/60psr +60/65Psr +60/65psr 25-1/8' Hmd/811 C3+1 C3+1 CJ+1 C3+1 C3+1 C3+1 C3+1 CIO C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CS+1 C3+1 I C3+1 C3.1 3D, DLO Jamb 5 S 6 5 5 5 6 5 5 S S 5 6 6 6 a 6 6 8 6 P4nok 7 7 7 7 7 7 7 7 a B B 5 0 B B 9 10 10 10 10 Das1�IPressue +60/6DPs/ +60/60psr +80/4Wy/ +BO/65ps1 +60/63ps1 31-18' tieatl/SD C3+1 C7+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 05+1 C3+1 C5+1 C3+1 C5+1 C3N C3.1 C3+1 C5+1 C3N C3M C3+1 3V DLO Wlmh Jamb 5 S S 8 5 5 6 5 5 6 B 5 a B 0 0 8 6 a a P4=k 7 7 7 7 7 7 7 7 B 6 B B B B B B 10 10 10 10 g Des�Pressm +wl410ps1 +80/60ps/ +60/4WPsr +60/-65ps1 •60/65pd 37-1/8' Handles 3+1 C3+1 05+2 C3+1 C3+1 C3+1 C6+2 C3+1 C6+1 p+t CS+1 C3+1 C5+1 C3+1 C5+1 C5+1 05+1 C3+1 /2' DLO Wldllt Jamb 5 6 5 5 B 5 5 S 7 6 6 6 6 6 B 6 7 6 P4snk 7 7 7 7 7 7 B 5 5 B 9 9 9 B 10 10W "'111 OssIBO Pressure0Ps1 +80/60PSI .60/-BOpsl +60/65W/ +Sof 4b1IB° MeaNS61 C6+2 C3+1 C5+2 C3+2 C5+2 C3+1 CS+2 C5+2 C5+2 Ca+1 05+2 C3+1 C5+2 C3+1 C6+2 Ca 48' OLO With Jinb a 5 WC3+10+2 b 6 8 56 5 7 6 B 87 a 8 8 P4mek 7 7 7 7 7 i B B 5 B 9 9 9 B 10 10 10 10 54' 6P 41F11a' OLD WMIh Design PM33leepsr +60/60psr +60/-Wps/ Not available lnthas0612ae Head1315 C3+2 C3+1 C3+2 C3+1 C3+2 C3+1 C5+2 C3+1 C5+2 C3+1 Jamb 5 S 5 5 S 5 5 5 6 5 P4=k 7 7 7 7 7 7 7 7 5 a I B I B SSUB' DLO warn OBslgn Pms3— +60/-t +60/60psr +60/60ps/ Head/Si0 C3+2 C3.2 ©+2 W+1 C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C9+1 jamb 6 5 5 5 5 5 5 5 5 6 9 S P4look 7 1 i 1 7 1 7 7 7 17 7 B B B 9 TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED; OTHERWISE, +DPS SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11.10 FOR ANCHOR LOCATION S SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. 41 THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS TyI ROUGH THE HEAD & SILL. (EX: FOR 03+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL OF ANCHORS THROUGH THE JAMB. •—�` THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOOR WHERE THE (OH) LENGTH IS )R GREATER THAN ♦ani c a, WAMrvLimlled (+) osllgn Pressure S® P sw Nom. SIO HaW I Wit. (+) OF Ahmed None 1.11118' Sea Note2 42 24W, +38.7 pet 43 3.1ITI +00.0 psi 44 4-1/107 +80.0 p! 4S 4515'1 -100.0 Pot OLD HEIGHT HEIGHT OOOOO HEIGHT — HEIGHT12116' `�`•�aON... LY. PANVINYL SLIDING GLASS DOOR FPA 3/24/16 DP S ANCHOR QUANTITY TABLE 114-1 JROSOWSKI ,Pt "[0 6 /L N. VENICE, FL 34275 as I�hiil7lit (941)-480-1600 it aLmN u�u veer ne At rru eemaa SGD-5470� NTS � 80F 251,19 FPASGD5470.2 9 prew. 1 EXAMPLE: ID 3-PANEL,3TRACK. STRAIGHT CONFIGURATION •PXX%, FRAME JAMB gEOUBTEO HEAP SPLICE INTERIOR 0 INTERIOR POCKETS OF TERLWEINTERLO OF MTERLOCK OEMEERLO OF JNIERLOCJf SEEFIOURE BELOW FOR ADDITIONAL ANCHOR INFORWTICN INTERIOR MOUNT POCKET. 48'X 84-NOM. PANELS, B' CENfERLWE ��MAx. LAMINATED, IG GLAZING. ANCHOR GROUP AIN WOOD SUBSTRATE, IL^ OFRANLRIE roFPANf(1.2 OF PAELWE L3 roFPANELD PROJECT DESIGN PRESSURE REQUIRED: 448.2/•SB.B PEP �'� �rJTiJ_ �- lH.-oFPavELT T _ SPLICE NOTE: F7E%TE NONSTRUCTURALANCHORSMAY BE ADDED INFIELD AS NEEDED TO ALIGNTHEHEADORSUIPA SPLICE OCCURS WITHIN A POCKET. S' MAX. POCKET BY OTHERS. SEE NOTE B. 5HEET0 SEEPOCKETJAMS INSTAUATIONON INTERIOR Q r OFINTERLOCK LJNE '—OF FFAN PANEL T v SEEPOLI(ETJAMS ® MAX.0OVIE REQUIRED INSTALLATION GN SILL ANCHORAGE D o.a ETS SMEST PXXX (3-TRACP REQUIREMENTS,THROUGH 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 82 1 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-68.6 AT A NOM. PANEL SIZE OF 48' X 84'. FROM TABLE 1, SHEET 7, THE END PANEL ANCHOR EXCEP DESIGN PRESSURE IS H60/b0 WHICH EXCEEDS THE PROJECT DESIGN DISTAW PRESSURE REQUIREMENTS. TO BE: FOR WOOD INSTALLATION USING ANY Hos6=@ C3'1 ANCHOR IN GROUP A (SEE TABLE A), TABLE I JBm6 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: P4mk 7 1 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE'C3' CLUSTER ANCHORS AT ,MAX THE INTERLOCK/ASTRAGAL. FOR SILL (SHOWN) AND HE -I HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE'+2 ANCHORS AT THE MIDPOINT OF ENO PANELS i MIDSPAN OF EACH PANEL. O.C. DISTANCE TO THE NE; P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET II FOR THE 'Cr CLUSTER ANCHORS AT ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET II FOR THE'+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL JAMB: 6 ANCHORS, SHEET 13 FOR GEN. LAYOUT. REFERENCES ALSO SEE: P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL I ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY DRIV D) SHEETS 4 818 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD 8 SILL: SHEET 4 N. VENICE. FL 34275 E) SHEET IO FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEET (041HBO-1600 F) SHEET 21 FOR A BILL OF MATERIALS. P.HOOK: SHEETS CERT. OF AUTH. #20258 FIGURE ABOVE: VINYL SLIDING GLASS DOD STRAIGHT DOOR EXAMPLE NTS III 9OF25 Bare -MAX. � B• ' TpN SHEET1. MAX SHEETIT EXTERIOR JOANCHcHam) V MIN 1 ANCHOR) Sanr nvKn. �— S• '•TANCHOPAGE. MAN. SHEET I/ EXTERIOR NO ANCHORAGE (MVLI ANCHOR) IF THE IS OVER ED AS 3124/18 •* N0.58705 J ROSOWSKI �7Q . 4' (O ((b ' c� , WA OF .'•• � f SILICONE HOT -MELT BUM STRUCTURAL I SILICONE STRUCTURAL 1/4•NCM. FOAM—308'NOM. POLYISOBUTYLEN WITH 1-1115'NOM. I WITH DESICCANT DESICCANT 3115'TGUSS in EXT. GLASS EXT. GLASS �� 11MB-AIRSPACE U I 3710'TGLASS-� "I �PA NN INT. GLASS INT. GLASS Ll'"' na SURF,� KODISPACE SUPER a EMMM is in ® iR PRODUCT I9EMEPIOR- I II O TIS'NC 4SG TPS SPACER NXT c arEo IP�4zm s IJI TONARO9 THE EXTERIOR I 9� I a MIEAgR I I • PRODUCT Is INTER OR. GIAiEO'Fam IS TOWARDS THE INTERIOR ALUMINUM '�Z M &Sn7wNw. EMENT POLYISrim. NT FILL AREA BDIYSE511e'NoM. GLASS DETAIL SEBUWCONESEAL DESICINLESSROLL-FRMED I FSTAINLESG STEENOTES: I EXT.GLAS1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINAENT, GLASS 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. T=TEMPEREDs LASS ODURASEAL® a XLEDGEI SPACER SPACER I VINYL SLIDING GLASS DOOR GLAZING DETAILS II =4116 * No. saym J ROSOWSKI �� �i ' N. VENICE, FL 34275 ,14i ��ryA (941)-480.1600 �BGDPE n. A, ITM BDD9O1ee A.LYNN SILL CLUSTER ANCHORS LAYOUT: ASTRAOALOR ASTMMLOR INTERLOCK INTERLOCK CENTFALPIE 4' CEMMME 4" EXTERIOR M€ ERIOR 2-TR MCL nR' 2-TRACKCL WR'CS' ANCHOR LOCATIONS ANCHORLOGTIONS ABTRN OR ASTMOALOR INTERLOCK— 4' C MEALm 4• CEMERLME Cry�C e 1TMGCLUSTER'CO' ANCHOR LOGTK]NS ' ANCNORLOGPOM J YMACKCLU RT ANCNORLOGTIONS ASTMOAL OR WTEfiIACK CENERLINE 4• NOTES: 11 V L DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. tACK-TO-TRACK ORALCE152.375jt2.375' FOR ALL SILLS: I:L ,I _ D �©I �0' 4wM CLUSTER •C-MMORLOCATONS SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL PANEL PANEL CEIERLINE CENTERLINE CENTERLINE 4• 4' E1� � e JET E%`J R DiMCK INTERNEOA €M� R IPMCHORLOE ION 2-TMCKIMERMEOIATE ••1'ANCNORLOGiION '•YANCHOR LOWTK)NS ••TANCHOR LOCTTIONS PANEL CENTERLINE CEMERL 4 CENTERLINE 4. N. VENICE. FL 34275 (94*480.1600 STRACK INTERMEOATE '.1'ANLIIORLOGTON ••1'ANCIKIRLOGTION FOR ALL &10 M8ed811 t Juno 6 P4Knk 7 SLIDING GLASS DOOR FPA 3/24/16 OR LOCATION'SA ROSOWSKI NTS jil 11 OF 25 }WCK W OV&DIAW '•d•ANCHORLOGTIONS CENTERLNE-�I / 4' +TMCK INTERMEDATE 'N'ANCNORLOGTIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2.315' Na. 58705 V A L"N A HEAD CLUSTER ANCHORS LAYOUT: AETRAOALOR ENTEmm 4• CENTERLNE ER�10R 3.2Y v 2-TRAdLCLLIST T? ANCHOR LOCATIONS ASTRAOALOR INTERLOCI( 4' ti a W-7 aTMGc—ci1RTER•�s— 4.01' J ANCHOfl LOCATIONS ASTRAOALOR IKEKIX CEENTERLINE 4• ra --•. 3.22' }T CKCLUSTERW ANCNORLOCAT E% EnRiO V 4• --ti 3.27 EXT�fE1RII 1TMCKLLLI6TERcr V ANCHOR TIOM RLOCK Re�K—, 4° —.4 I --3Z7 LTMCK CLOSTER 'CTANCHORLOCAT10N5 ASTRADAL OIL INTERLOdt—� 4' CENTERLINE NOTES: .L DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 'SACK-TOTRACK DISTANCE IS HEADS: t2.376- FOR ALL HEADS: 4TMCKWJMR 'CE'ANCHOR LOCATIONS 070 HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR V x-TPACK INTERMEDIATE 'N'ANCHORWCATION PANEL CENTERINE EXTERIOR fvl YTMCKIMERMEOATE ' rANCNORLOGTpN FL 34275 4' PANEL 4' CENTER RE I Y, —322' EIR�EjjR�ICTI 3.2Y DATE I7 2-TRACK INTERMEDIATE TXLNR '.D•ANCHORLOCATIONS A"� II PANEL P CEtrtEL CENTERLINE 4, 4:75' AI I ERIOR ExrfElwoa R✓ }r�AruiroRiocaEOATE V .XAN L10RRv=Mou MINE CENTERLDlE I CENTERLNF 4' .I I.I EXTEmoR EzrEwoR 3.22' LMCK IMERMEOIATE 4TMCKINTERYEDUTE'r 4TRACNMTERNEgATE'rJ• •r1'ANCNORLOCATroN ANCHOR LOCATIONS ANCHOR LOCATIONS NOTES: r iKiA MRTMTOTREFDUD6ROI 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. M1FAI.ElMTE IPIO0.lOLAlIfM9: 2) TRACK- 4TRACK DISTANCE IS 2.376' JV2376- FOR ALL HF,ADS: I F*..N- n2T1Nry64E7705 INYL SLIDING GLASS DOOR FPA a3124/16NCHOR LOCATIONS B I&.IROSOWSKI�b f Al NTS Ili 12 OF 251191 FPAS005470.21"I I I ICI I I AL PE y v P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): 4.75' 7.125" rG MTV TO iO1� M� eL III I III —a — 2.3717 r�reIIWIII� 6' III IIWI�II MAX. Fil 21.6' MAX. 21.6' D.C..MERIOR He"sin 1 Jamb 9 P-Imk OPT. ANCHOR 70 AID IN 140 ALIGNMENT _ g• (, i 2-TRACK g• MAX, FRAME I &TRACK FRAME - NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ADJACENT TRACKS II JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. = ANCHOR_\I'(I,LV J 1�IGNMENT NOTES: 1) SEE TABLES 8 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. rmuxas ranuix ro ma Huvvo+R vo r.uae Iwxooxlnvcxoxl.acnnaa: Neee47el C1N NOTCHES JAMB JAMB END ®t° X.500' rip � 21.6' MAX. O.C. 8° MAX. I 4-TRACK FRAME Cd t° X .500° (3) TRACK WEEP HOLES 'ERY 24'@1.125'X.1B0';� \Vl' (B)TRACK WEEP HOLES (1)WEEP NOTCH EVERY EVERY 24'®1.125°X.190 24' @ 1.376' X.500' (1) WEEP NOTCH EVERY ' 24' ®1.376' %S00' SILL WEEPHOLE LAYOUT (2 3 8 4 TRACKS) N. VENICE, FL 34275 VINYL SLIDING GLASS DOOR FPA ANCHOR LOCATIONS C NTS A 130E 25 (10) TRACK WEEP HOLES EVERY 24" ®1.126°X.iBD"; (1) WEEP NOTCH EVERY 24' @l 1.375' X.500' 1113124116 J ROSOWSKI PEEP NOTCHES END @ 1' X.500' ' .98705 .. HEAD 90P CORNER CLUSTER ANCHORS LAYOUT: 0111E11m EMRIOR YlMCK 88'CIXLVER 'G'ANCHORLOGTKINS EMEE WHERE'C9' EI6PECF6:0) 1 N M M 1 4' 4• 4TMCKBMCORIER EERIOR ---L— 'G'ANCH ISS TR%IR �I (EiE WHERE'W'I$6PELFIED) fgY0.E9 PERFLL4 TOTME iOLLQYP,G pYCOX1EP IRID M'OI61LOGiIL S 90' Na44 S19 1 Lm0 6 PHIONc 7 2•TMCK98'CORMA — 'C8•ANCHORLOGTlO (USE WHERE C6•ISSPECIflFDI 1 M N N 1 1TMCK 90'OORKER — 'C6•ANCHORLOGTION6 (U9E W H�ERE'CS• 1p9 6PEGFIEO) 1 N M fl M 1 SILL 900 CORNER CLUSTER ANCHORS LAYOUT: ORFlN1 R I 4 I 2-TMCK9WWRRER I%TERIM 'G'ANCH TKkS (L6E WNFAE'W' IS ISS BPELFIE0) lu I 1 MCK90•LORNER EKTERIOR 'G'ANCRORLOG=W 157 (wE WHERmw I66PECFIEO) N P P " 4'—M I 4TRAG90•CORNER ULTERIOR EMERICR CB'ANCHORIOCAPOH9 4TMCK90• WRI✓Efi IO6E WHERE'C6'196PMRIM) "G'ANCHCN 9 (U6E W NERE'C]' 9 IssmCN6PEOIFlEO) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. L- 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE L SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK DISTANCE IS 2.376' 2.375. 2.376" 1070' 4- 4- 4'— 4" 4" FOR ALL HEADS AND SILLS: N. VE34276 (9 41 }4B 48G-1E, FI0L CERT. OF AUTH. 129 4" RIM I 3.22" CORNER ERIOR OGTN%L9 JVL IB BPECFIFD) #, No. 68706 P 9U F :•(E�: CO3WE22'0. EMERK)R "7,,10NAL"111)S,,"' OGTro 6 66PEGFlED) AIYNN PE mm PE16B109 SLIDING GLASS DOOR FPA ! 324/18 OR LOCATIONS D IN J ROSOWSKI NTS 111 14 OF 25 HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: •G'ANCHOP LOGTIONS LSE WNERE'CJ' 193PECIFIFD) 4" 'EMEN T7123S TpIFI (USE WHERE CTI93PECIfIED) 4" 3�, EXT�E(RRIIOR 2-TUCK 135•WR YS•ANCNORLOGTIONS (USEWHEREY ISSPECIFIED) }TMCK 1]5'wtWEfl YA'ANCNOR IOGTXNb IUSE WRERE'CS'IS 6PECM11E0) SILL 135• CORNER CLUSTER ANCHORS LAYOUT: 4' eEMRI q. 2TRAPt1J5'wP2ID2 •G'ANCHDRLOCATIONS 2-1 W (USEWHERE•C]'ISSPECIRED) (USE% WENNIRF/dIl 4° EXTERIOR 3.22—�T 1TPACI(1]5' wWD:R 'G'ANCHDRlOGT10N5 (USE YMERE'CJ' IS bPECIFIEO) /%,.: 0 0 r-ozend 4TRACK 1]5'CORNER 4TRACK 1]S CdiNER 'CB'ANGIORIOGTI0N9 -E MEREO 1'15S EW (USE NHFJiE'C6'IS SPECIFIE01 (USE 4WIERE'W'IS SPEC6E:0) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. SIMILAR DETAILS DEPICT ANCHOR (SHOWN)AND INSIDE D CORNER AND WOULD BE IO SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3j TRACK -TO -TRACK 1070 TECHNOLOGY DISTANCE IS 2.376' t2.375.t2.375- FOR ALL HEADS AND SILLS: N. VENICE. FL 34275 (941)480.1600 CERT. OF AUTH. k2E 4' EM_ ERIOR FT- O 4' EXTERRIOR V NO- NO.58705 P '• O S,ONALIiNG•: TOIREi IECIFM) A LYNN MILLER PE. P.EI Nm SLIDING GLASS DOOR FPA 3/24116 DR LOCATIONS E 1191 J ROSOWSKI I.Y�91.1[Fi9Y'�1 SR CE LOGTgN q' EMnIR R 3.22- v 2-TRACK SIVM 'G'ANCHORLOCATKIN6 (USE WHERE VT IS SPECIRED) SPLICE LOCATKiN d.76' EKTER100. 4' f1_ S.TMCK SPLICE V YA•ANLNORLO TANS (USE MERE IS SPWIM) 4.76' -1-4 — 4' LTMCK6PLICE 'W'ANCHORLOGTIONS (USEMEREC ISSPECIRM) IS CE LCCATICN 4- EKTjEjjj 3.22•' tJ t-TMCKSfVCE 'CS'ANCHOR LOCATWNS (USE WHERE'C3' L4 9PECIfIEO) SPLICE LOGITKIN 4, M Jill i EKTERICR--4 1 3.22' II }TMCK6PIlCE v 'CE'ANCNOR IOGLTWNS (USE WNEAE "GS EI6PECIfiEO) 4- 4T mSRKE TBANCNWR TIORS (USE W'NEREYS IS 6PEGFIEO) SPIRE LOCATON 4' E> R R fl 2.TMCKSPLIM V 'G'McC LOGTKM44 (USE WHERESTISSPECIRM) NOTES: I)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4' 'G'ARCHgTLOGTKINS (USEWHERE' mSPECE ) FTRACKSPLKE 'G'ANCHORLOGmw (USEWHER11C 13SPECIREO) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET. SEE THE EXAMPLE ON SHEET S. 3) TRACK -TO -TRACK DISTANCE IS 2.37fi' 2.376' 2.376' FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SP ICE. ELP�� lOGTMI. I 4• ]r o I EXTERIOR I HPJ41510 1 lL p-TMGKSPUM J3mC 1 5 �/ 'C6'ANCHOR LOGTK)N9 P-IKN( 1 7 34275 * : No. 58705 GLASS DOORFPA18324110 TIONSF FsJROSOWSKI NTS 11116 OF 25 PANEL'S RIGHT STILE TYPE PANEL T TYPES SMGIE IMERLOCK SINGLE IME FIxfO ME I LpGK$TM1E� WINA LE gSTRAGLL BOXODT ASIRNOAL BOX IN OURIOE W AS GAL U15NEm- ASIMML DUiSIDE1W ASIRAWL NSIDEIBS• A MGAL IMERKIROR OUf IN IN RECEIVER MOENER RECEIVER RECEIVER EXTERpRGL11ED M u E F PP K L L TC TA TV TIN I CK B H P A C SC SA SV ` SW IN C S FC FD FV FW IS ''-j LODKSTILE D A A �V� —% H WlIUTAIE �✓� �Lfp co "TM^GAL BOX ODI LR T U — F B"M N T U J W Ms m REMfl CT CS CF AT AS DF RECEVER DIR.ISS AS MEAL VT �+ VS VF RECEWER M,BS• ASRUGAL WT WS WF RECEWER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE 'F' SHOWN. SCREEN PANEL TYPES C DDUSLE," ��-11 �� ASiRADAI MIEHIOCR L{-1NW�M-�L DAUB E M LlxKsntE uRERLaK JLOLK511LE �I�----IIII--.��� LJ�v�N.�ir•L_.L_ ASRiAGAL SDSIME IILCK �� ti ti J NfEP ACK ADOUBLE UI ASIiUOAL ywwwu LOCKBTRE DOUBLE ' SINGLE DS MRRLOCK IMERLOCK I PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 d 2, SHEETS 7-8 FOR PANEL SIZES 8 DESIGN PRESSURE. 1 : 1JGEHSE 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE I fli—�1�1= � VINYL SLIDING GLASS DOOR FPA fy 3124/16 NOT AVAILABLE. F L2 T K 9 ' 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. 4) PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD) OR INTERIOR GLAZED, BOTH lU/U TECHNULOGTI TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. 1 N. VENICE, FL 34275 TYPES IN &I JROSOWSKI I9 NTS I!i 17 OF 5.875 -.--� U;A;"A-j �IDDD�-+'j - 54D 612�+1�681-.062B�.100-�eJ FRAME BCREIN 1jjl O C 2 TRACK HEAO/JAMB © 4 TRACK SILL COVER (PVC)ANCHOR PLATE I- 8.250 8.260 1.813 q 6 1.681 03 TRACK HEADOAMS Q 3 TRACK SILL, I-- 10.625 -may 5.876------- 813 •100 8 681 O 100 05 4TRACK HEAD/JAMB Q2 TRACK SILL 2.833 .170 1.._ TOP, BOTTOM ® AND STILE REINFORCEMENT y 1.000 l 252 062 1.436 i -. 948 .082 F -TTOM T I 77 BORAIL SUPPORT 12 FRAME SILL ADD -ON -¢I S y7•291 .061 762 301 J �'a 1.628 �- I 9 TRACK INSERT 10 INTERLOCKCAP, EMENDED POCKET 5.178 231 060 r31 2-1- .700 1.613 i .080 1.963 L 060 73 SILL TRACK 1 P.HOOK ADAPTOR 1a P-HOOK O COVER .626 640 .50D •640 r,�13.000 .081� 2�� •.076 2.875 Lr 2141 --7{--.D82 ] 7"`� .329 KEPERED KEEPER WEINFONERMEM #REEIINFOR CEMENT @ FIXED PANEL CLIP ®PLATEORCEMENT .309 - 2.896 .300 400 - e � 3.i83 i r-3 25 .070 2.788 21708 2.025 .312 2210 .120J�4 •182 .120 I--.182 .2.291 .100 TOP, BOTTOM ® AND STALE ©REINFORCEMENT, 8 REINFORCEMENT, @REI FN ORCEMENT ® INTERLOCK ADAPTER COMPOSITE STANDARD REINFORCEMENT 3.452 1.472 .126 - 3.209 126 2.175 .070 @135-CORNER @135°CORNER ASTRAGAL PASSIVE MOUNT .210 rv- .252-�-�r�i- 1.281 1.26 1.1fl6' ' ®BEVELEDBEAD 3 1.11v1� @OGEEBEAD HEAVY-DUTY 090 .0T5111184.635 31 INTERLOCK 9AI - 3.328 r- 3.346 .OfiO � 3.713 Ulr�,229 ,pgp .046 00 3.2II47 L OBS - 1.170 @135* CORNER 135* CORNER90' CORNER ASTRAGAL CAP. @A TRAGAL CAP. ®ASTRARGALR 40 ASTRAGAL CAP, EXTERIOR INTERIOR EXTERIOR N. FL 34276 ED NTS W 180F �r--2.838-1 080 2.073 Tat 9 4.279 too LI ® INTERIOR JAMB COVER 1.875 PANEL STILE, TOP AND BOTTOM RAIL NOTES: 1) SEE SHEET 4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. 3124/16 * r N0N0. 68706 J ROSOWSKI btA 1�/lii ;0.'? PE 1) INSTALL (4) ANCHOR CLIP INTO TYPE AS USED PANEL IN INSTALLATION, STILE TABLE A, SHEET 1 (3) 010 X SMS HEADER BLOCK TO HEAD 2) INSTALL CLIP INTO FRAME ATTACHMENT JAMB & INSTALL ONE BLOCK AT a HEADER SUBSTRATE,SEE EACHINTERLOCK. BLOCK TABLE 1 AT ASTRAGAL, INSTALL ONEBLOCKTHAT SPANS BOTH PANELS. � I I �(2)114' MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. 08 —� m roil imi II (2I'SMS THROUGH SUPPORT. INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK PANEL ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS `j— V�IBI INTERIOR 'I EXTERIOR I 11 16 FOR ANCHOR LOCATION & SPACING. `,O� AI ILYIVN 1& 2 FOR REINFORCEMENT REQUIREMENTS. �! S ANCHOR PLATE, ITEM 08, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.J0O+sp`�13 VINYL SLIDING GLASS DOOR'FPA a 3/24116 _ * : N0.587055 ACCESSORIES INSTALLATION 1B JR0S0WSKI ='0„'; -1.T a < a )OLOGY DRIVE � �a FL 34275 & '� bl 0 OS X ATTACHMENT ua NTS 11119 OF 25 BOX SCREEN DETAILS: VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE .876 1.993 1J- .�I1.062 tW BOXSCREEN TOP RAIL .D20 1.872 L 062 BOX m SCREEN INTERLOCK .875-may � 1'020T r- 1,993.{ 1.8 Jt- �-.062 002 tot BOX SCREEN BOX SCREEN BOTTOM RAIL 10R SIDE RAIL W3 .055 -1 -.372 Ot0, BOX SCREEN SNAP -ON BUG FLAP 1.306 --� 1.343 r- .050 055 1.487 I+ 8BOX SCREEN ASTRAGAL (BBOXSCREEN SILL ADAPTER 1.3731f -..{.�-.063 1.833 41 J�� 1__ OBOXSCREEN pS OXO ASTRAGAL ADAPTER 1.487 r 1.510 0 8BOX SCREEN HEAD t0B AND JAMS ADD -ON STANDARD SCREEN DETAILS: VERTICAL SECTION EXAMPLE N. VENICE. FL 34275 %I HORIZONTAL SECTION EXAMPLE`S ra I J 1.202 1.778 1.778 ��A� OW .0050 +I .046 PEEN tit SCREEN I 15 to SCREEN OXO ME SIDE RAI ASTRAGAL L LATCH ADAPTER i 1.435 1— = r-.725 .765 1-�P .040 t]5 TSCREEN VINYL ASTRAGAL ADAPTER SLIDING GLASS DOOR _N DETAILS NTS 111 20 OF 25 SILL )NS IN INCHES. _ V.' * i No. 58705 3124116 J ROSOWSKI P_ � 1014 0 I Pert# Desalp8on Material 1 I 1BD01 2-Tmk Hem/JOmb mow PVC 2 19002 2-Track Sill flied PVC 3 19025 3•Tmk HBndlJemb Waid PVC 4 IB075 3-Tuck Sill Raid PVC 6 IBM 4-Trak HDu7Jamb Riaid PVC 6 HIMB 4-Til 8111 Waid PVC 7 IM Frame Same Cm VC Raid FP IN31 AnchrPYte BOW-79AWm. 9 19007 Track Ms0rt 1108348 Alum 10 IBM Intedook Cap -Extended Pocket Raid PVC 11 IBM Bottom Rail Support 6053-TBAWm _ 12 1900BA Cuter SOl Cmar W8176 AWm 5— 10011 SIB hack Ccer RIO PVC ,'IT BO&1aed 0 Akin 18 18020 P-Hook 6083-TB Alum tB 19047M Extended Kuper 10817e AWm 20 10029M Kuper 0083-TB AWm 21 10014 ReinHumml Br Coar Waid PVC 22 19030 Rainercement B" 6005-TS Alum 23 19037M Fixed Pool Clip 6083-TB Alum 24 Hill RaMbcemad Plate TiBOB.IAlum 26 19017M Tap Fa i, Bottom ReO end Lockstal, ReladeeemMnl 6005-75 Alum 20 19048 Compmu 27 19018M Ind0dmk.300 ftinrconel Sid B65546Alum. 28 19013M sdmaeKADO Re11FICICI IK HD 6005-75AWm 29 10019M ASNe9al RelNOmommt BW5-76 Akan 30 1DOM Extandad Pocket Intermit Adapt" 80o3-TB AWm 31 iDOm exedmk Adaptor W9W PVC 32 19008 Aetragal Addah RgW PVC 33 18004 Pool Shia, TOpIBamm, Rag RICO PVC 34 19040 Imo"Jamb Caner Bm3-TOAWm. 35 19076 13S C"rrrAstrgal BOW -TB Alum M morT 1J6'Carwr Astngtl Pmahe Maud 6053-T9 AWm 37 I Wp IIwCamrmtra lCap-Eat. WOW —PVC 100e0 13S CanlAc6apel Cap -IN. Arts RgM PVC 1 19078 10'Cmlarf l BD63-70AWm. 0 Porto O.aription Material 40 19061 OV GpmnrAstagal Cep-Ext. RgW PVC 41 Is= 90' CemerAstorga] trip • int. RIgW PVC 42 IBM BIB Weer-(1-i?) 5083-TBNum 43 Is= SIN RYer-(3-12') 6063-18 Alum 44 1D023A Sill Reed-(4-1HS) 69 TBNum 45 IW24A Sill Rotor -(44W) 8083-70 Run 60 7eem .1ST it.320-Fkeow(SWe) 51 i1805K 1412- x 1' x 3W Fin Seal Del Plug 52 1 71003 liked Pilo 60 4/9041 lMiad0ck Clip Cover PVC 81 78163X Tandem Rolled Assombly SS 02 78153N Tandem Roller Aesmmly Nylon 83 78X7SFPTX e8 x 3/4' Ph. FH SMS ® Roger d ROW.. SS OW 419M Frame Holder Block Nylon 65 48052 Roller Adj. !tale Plug PVC 6B 44365 4 Hal Bumper Stop PVC 07 76X114FPTX 06 x 1-1/4' PR FH SMS 4 OMW Step SS BB 716550 am Plug PVC 80 701= Gemini Martin Look wllmg Tom theta Steel/SS 70 7103=FPFX 1032 a V Ph.FH MS ® Lack SS 71 ache Handle K6 Cmtzm 75 Kammeoing 4SO TPS Spacer System 76 Cusna super Specer N(rium Hot Men Butyl BU Smet 10 bed 77 DVAMX LkOesul Materials 78 Cbmhel)L Edge Spear 79 DOW Coming 005 r 0E-7700 Backbndding Slime a 19044 1.111E Bawled Bud WgId PVC W low 1-1110- Ogu Bend Rigid PVC de 71720K Setting BYck V x 4' X 1I161, 65 H-5 dum. Neoprene BO TBIPSTX 08 x 1' Ph. PH SMS 0 Fraedro AnemDry SS 81 76X714PHPp10X 08 x 1•1M' Ph. PH SMS ® RainB Br SS 02 710XIPHPTIOM MO x V Ph. PH SMS 0 Rel Suppal 83 W 71m1115PPX 010X 1-12' PR PH SMS 0 FXd. PN. Clip SS 94 namlip risax MOX 2-1/7 Ph. PH SMS 0 Rehd PlaWAst. SS 05 7142=26FPFX 012X 2-114'Ph. PH SMS ®H". Bxxk 83 Be 710X1.76PPX 010X 13/4- Ph. FH SMS Og Keeper SS 07 710X74PPX 010 x OM' Ph. PH SMS ® Ext, Put. led. SS 0 Parts Deaalptlot Material 100 12258 Bml Senn Top Red 6DO375A 101 12267 BU Stewart Bmam Fad OMTBA1 102 12258 Ba;&run Side Fall BOBS T6A 103 84d2B B ScmnYWmk 806718 AI 104 17377A SOW TO N 105 64345 BOYScrsai WD Astragal Adaptor SOW TO 108 17M Bm'Screalt ASOegal Adopted BOW TSAt 107 IBM Smr'-Scam FnmeSlB Adimt BOMMA 106 IBM Bol &lam HSWJmlb Addy, Mn M y4 109 720X7X 420x 1'MS Q Top Roil SS 110 720%112X 01420 x 1412'MS a Odom Fail SS III 71793D Weip..ZRr x.160'-Fin SW 112 618051( WrP.18T x.50P a Bug Flap 113 78RAL Standard Roar Nylon 114 7SRAX HDRolIr SS 115 ado Senora larking HMdyale Stoll 115 419063 Scree Kasper stow 117 TWPPA ABk K'Ph. PHSMS Stow 116 160T/Sn scornsptlro-.ISP &.ter vinyl 119 7 m18C31 Senkn Dar n. I TABLE E: STANDARD'SCREEN 40 Part/ i� 0aaulptlon Materiel 120 1 Baden Forme Rail SOM TO N 721 1201b1 Semn F1amo-Sim Roo (Later) SOW TS N 172 173W Same O70')Aaingal Adapter BOW ION 123 4853K r ScmDn Vinyl Astragal Adapter Raid PVC 126 iB012B „Fame Sill ScanAd6M BOW TO At 125 OFPSSK „Bug Flap, W-l-Sdun. VI101 126 78XI12PSA7S ; 98 x 1.117 Ph PH SMS (Ateamay) SS 127 712W Comer Kay Wmel Aeeemay(Standaid) Ion 128 71202758 r Corner Key Waal Assembly (HD) 66 129 adea Semen LceYkg Herdeera Stow 190 T10K41PPSDAX M0 x 3/4- Ph. PH SMS ® Some AM. SS 171 7BX12PPSMSX 98 x 117 Ph. PH SMS ® Oar Mi. SS 132 i6B7/7l4 Semen Spuro-.14S 'Anal 173 iBiMIIO Scan Got Reed0lue VINYL SLIDING GLASS DOOR FPA 8 =4118 PARTS LIST 14JROSOWSKI 11 N0.58705 NOTES: •rri ` ,vml 1) ITEMS 014-16. 46.49, 63-59, 72-74, 80, et, 94, 85, 87-89. 98 3 99 ARE NOT (9 VEN80.1 0 34275 �� r101r, USED AND ARE NOT PART OF THIS APPROVAL, (941 nC Al00 pp eerie nc enrol a0ovoS IIBGD•64701NTS 11121 OE 25 g4 FPASGD547021 iI A. LYp [e �- ANCHORAGE DETAILS FOR SLIDING GLASS DOORS WHEN INSTALLED WITH FRAME FIN ADDON @ HEAb AND JAMB (SHEETS 22-25) TO ACHIEVE PROPER ANCHOR EDGE DISTANCE, THE FOLLOWING SHEETS (22.25) TYP. ANCHOR TYPE, EMBEDMENT SHOW ANCHOR PATTERNS SUBSTRATE AND EDGE DISTANCE PER THAT MUST BE USED WHEN EMBEDMENT EDGE SUBSTRATE, SEE TABLE A, SHEET7 USING THE FRAME FIN ADDON. I-'- 1/4' MAX. TYPE, EMBEDMENT TYP. ANCHOR AND EDGE DISTANCE 9UBSTRATE, SEE TABLE PER A,EDMENTgRSHEETI.L.� NOTES j TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE STRATEWD DETAILS APPLY TO 2. 3 T )L A,SHEEER SEE TABLE A, SHEET 1. 4 TRACK ,ONFIGURATIONS• DISTANCE114'MAX2) a REFER TO TABLE A r0lbTANre..- FOR ANCHOR EXTERCONSTRAINTS. SUBSTRATE °0 GjEMBEDMENT 3) SILL ANCHORAGE WITH FIN ADDON ISUNCHANGED EDGE SUBSTRATE FROM THE BOXFRAME 2-TRACK FRAME TAIL ANCHORAGE, A2 JAMB ANCHORAGE DETAIL AM ORAGE7AIL F3 SILL ANCHORAGE JAMB ANCHORS LAYOUT (USING FRAME FIN ADDON): —•1 r- 2.375' 21.8' MAX. O.C. ETRIOq 8' MAXI T 4-TRACK FRAME 21.5' MAX. O.C. 4.75' EXTERIOR MID 4-TRACK FRAME JAMB ANCHORS rcWasoFArwro 1MEfCLLaA9lOY.V9 NFWRwGroxa. H�naso 1 .bmE 5 P4rod[ VINYL SLIDING GLASS C ANCHOR LOCATIONS A FL 34275 500 ,, � ,.�,,,.,e SGD5470 � NTS � 22 LOCATIONS SHOWN. FOR 3 AND 4TRA6K JAMB3, ANCHORS IN THE INTERIOR TRACK MAY BE LOCATED IN THE ADJACENT TRACK AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS FROM THE � `ti�\1IlYI`YNIlrq • .. .�aON... Ng�• , IICENSF ;�iJ FPA STA 1 3124118 * No. a87a5 - �AJROSOWSKI ��, to e1 14 ? = HEAD CLUSTER ANCHORS LAYOUT (USING FRAME FIN ADDON): AETMOAL OR INTERLOCK CENTERLWE E%f�FA"jIOR 4' �5 2-TTIAC MW`IERCJ• ANCHOR LOGTKINS / OMOR INTERLOCK CEWTERLWE XTERIO EEjj 4" 17 2-TMCKCLMS RY ANCHORLOCATO) ASTRAGAL OR ASTRAGAL OR INIERLOGf 4° INRFLOM 4• CENTERLINE CENTERL1t1E IERIO$ -+, 3.22• EZTjERIOR +. 3. �j 1T CHOR LOS VO S �J }TPACNCIILRTFA'CE' MlCNOR LOCAiIDNS ANCHOR LOGTIONS 4° -+1 L.- 3.22° o-TMOKCLWS 'CYANCHORLOCATIOW ASTMOAL Ofl INTERLOCK—� 4° CEMERLINE NOTES: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ;TRACK -TO -TRACK DISTANCE IS 2.375': J&2375. II «n 0�0 NL�0 aTPACKCWSTER •CSAMHOR LOCATIONS PANEL CENTERLWE EXTERIOR ID 2-TRICK WTERMEDIAW '•t'MN ORLOCATON YIRACK INTERNEOWIE • 1•ANtliGRLOGTXIN PANEL CEMERLINE G EX ERIOR 4TMLKIMERMEDV,TE ' 1•ANCNCR IOGTION FL 34276 PANEL CENTERLWE EXT(EjRIOR d• V 2-TMCK INTERNEMATE ••TANWORLOC TIONS PANEL 4 PANEL d• CENIERIWE CENTERLRIE I1 pI' EXTERIOR ;22° E% RIOR vt 3.22° fT J TMCK INTERIwwmtE rL }TRACK INTERNEOWTE V '•SANCKORLOCATIOM �/ '•J'AIKYIOR LOGTKKS VINYL SLIDING GLASS DOOR FPA ANCHOR LOCATIONS NTS JAI 23 OF 25 tERLME CEMEP4NE 4° G ur!rnm tilt- If O I EKTERIOR 3.2Y 4MCKW ECWTE4♦3' 4TMCK WTERNEOATF••S ANCHOR LOCATIONS ANCHOR LOCATONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE;152.375° 2.375' FOR ALL HEADS: III •I•tttl a ul t2j • II : �o:' Q:' P 3/24116 i J ROSOWSKI �O'�s7A ( '•��' l 4�• HEAD 90' CORNER CLUSTER ANCHORS LAYOUT (USING FRAME FIN ADDON): caFar2 FIF9Ai 2•TRACKBS'COt 'G• AERS TT iOGTIONS NSSEKHEPE'CS' 1E SPEGFlEO) 1 n n R L V 2•TRACKS4•COPRER EXTE Sam 'C"ERE O ' IS SPECIFIED) K)NS (USE WNERE'CS' 19 BPECD'IEO) 7.rnLCK)u•coRrvn `� •u•ANcxDR LaGtroNfi (USE WHERE'DT m SPECIFIED) 4' EXTERIOR V 4° 4- EXfEPIOR EXTERIOR ;RUDIkMO —f'T— CM 322' ! 3.22°, RIM 3.22°EXTERIOR 1TRACK 2PCDRNER 1TMCN SO'CORS�R EWERETrISSCO EVMEE iKML4 'G'ANCRORLOCATION9 'C4'ANCHOR LOG110N9 (USE YAIEPECTR6PECIFIEO) NSE WHERE'CS'j55PECIMO) (USE NHERESS•19 fif£CU¢D) MEKHERE'CT 196PECIRED) 41 4, 4' A��ON cLYN/v,0�7•.... 4' .1 U sF 4- ? * i No. 557056 •. 4` *oL* ° 61b EXTERIOREXiERWR '�'. STA F FEDRIDP C��� 6TRACK RLO ATKXSI 41RACK IJpS'CDW1OR ll"01'••L EXTERIOR 3.22° E RK1R (WEE MERE Tr IS SPECIFIED) (USE WHERE'ICSLI6 FECIFIEDI ��d1"NA1110%, 4TRALK RLOQIINER dTRALN SO•LDPNFA YI'ARCRWISSPECIR ' MEREITrISS TANS IL6E YVNERE YS IS SPEGFlED) (ME MERE Tr IS SPECIFIED) I� A LYNN Y.ILLFA,PE TIXM NOTES: PJ:use7os EIGWE9 FEarAa To SxEFOLLavwocvca+raR 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �1hNYL SLIDING GLASS DOOR FPA a 324118 xEAoulaonLoaixw BO• 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING•ANDWOULDBE NCHOR LOCATIONS �6 JROSOWSKI SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. xu4l9m 1 dome 5 I TRACK -TO -TRACK PKoK DISTANCE IS : �23 75' ® + �a 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 F I., A 041 OF AUTH. M29296 SGD-54701 NTS 111 24 OF 25 p d f FPA.SGO5470.2 p HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL (USING FRAME FIN ADDON): SPLICE SPLICE LOCATION T LOGnON 2, r E%n 10R 4- ExT(E�gIOR q' v 2-TMMSPUM 2-TMOKSPUM 'u•A mLDar ca•A ORL n! Ns (USE MERE 'MS SPECIFIED) (WEYMMEWISSPECEIED) I SPLICE L�SSKIM 4- LOCATroN v I EXTERIOR ZY EMERIM 3• n 322' n 1.826 C7 34MCRsv4CE +v` sNCHORL NCE IN ANCNp vL yx)N9 'C6'ANCHORLOCAMON9 RISENM MR ISSPECI M) (USE MERE•CA IS SPECIFIED) 4.75" 4TMCK SPUM • MCHORLOCATI0N3 (USE MERE' ISSPECIFIE➢) gwin!lll, 4- 4 MCK SPLICE 'CS•ANCHORLOCAnONS (WEW ETTISSPECDIEDI NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK - DISTANCE IS 2.376': 2.376' VENICE, FL 34275 125 ALUMINUM 6063-T6 PART q 19033 * ' NM 58705 7M SLIDING GLASS DOOR FPA a 3121" 8 )R LOCATIONS D 114,11 ROSOWSKI NTS 11126 OF 26 SERIES 5470, NON -IMPACT RESISTANT_ SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM E13DO. 3) ANCHORAGE: THE 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS S FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NONSI: ELCO ULTRACON, CRETEFLEX S AGGREGATOR ANCHOR NOAS, VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED ?FAINTED OR LAMINATED) WHITE RIGID PVC NOA 'EFERENCES (TEST REPORTS): FTL-0367, 6368. 6369, 6370, 6371 8 8646; EXOVA-10-002-792(A) S 10-006-10231; r AMBRIDGE 535753-09; 7) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE. 8) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 9) THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES, ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS, SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12' THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS ZX ARE 1.12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTAL- LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NONSHRINK, NON-METALLIC GROUT, MAX. 114' THICK S 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30W FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2. DEPENDING ON THE - 1,=INFORCEMENT LEVEL DESIRED. 'LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL 1DTH IF YOUR EXACT SIZE IS NOT LISTED, ROUNDUP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A43) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. TASLEA Gmep Moe 6ubstem FnM m4 4mberl aline Edge memnn Mln. FmMtn. A 012. steel SMS (05) or410 S.S. SMS� e. (m11 IbreadeM) .. Semnem ✓n (SG= 55) Alu nm.6 IR5• 0.12V Win.INcknin • 1 phok 11 HaaNSilVJembll 9/1S• Ya' ,W 118- P-hook 3'8• 1I8' . A]6• 08P mm.INckreee Wa"WrAwnb 1 3'8' 0.067 Phok 1 YB' GO6P 61eel Slot, A61]Or. lr .071' men. INCMNee WeNSivJemb 1 39' 0.071' 14 Ga. P-Mok LI IT 0.071.1494. Iw Boo 1111:4ron P.T. SNdbem Pins (SGW.55 .hmb . I 1' I.Ne' Phok V I� lie Won 410 S.S. CNWRo4 P.T. ao141urn Pin =0. WadI6l1111emb1 1• 13w p-Isek 1' Ur B 012. etetl vood aemr 5 P.T. SeNWm Pine So -ale SIU b WIT 146' Fh. LIS' 14W iN•Boo Uf ss. C tsot torn. 285 sell Phok 1' 14W W SIWem 1.vir ungano a CMU. AS7M 0.90 Jamb r 1' 1-1/4• Phok V 1.1/4- C 1/4-Eloo410 S.S. CnteFlee urymNodGMU. A wGw Jamb i. r 1-W' Phok 14C 1-v4' NCNm ]3" {0&35Phook WetlIBIMJmnbI I'vir 144- P4ock 1' 1SV' Ile Flo. 1"d AlMm(mtor lem W4dl iONemb22 Phok I-vr dr MU. C80 Jamb r 1-w'S.S. Phok I' r 1.114- lemPine W4dISIVJamO 1' 1.Y8`0. P-bmk 1'141fW MOeoond emm bi W.&MI11Jenb 2.11r 11l4•Elooa5 Phck 2-vr 1,v8- CMU. Ga0 Jamb z1/r 1.114- Phdk z11r I-iAr G Iq•ElcoI10.]S S.G. .11. 1 nm ks W,W&W emb . 2-IM Idv Plink 2-1/r 13R' urv..a (211J, IR 0 AST90 Jamb 1 2-V! 1.114' Phok 1 2-vr 1-1/4- Nominal Penal Size Width Height Design Pmawre (*)Pat I -) Pat Cor80bation I Numbers 80' 98' 60 60 190-771 48' 120. 60 65 190.774 48' 96' 1 60 60 190-7-70 4W 96' I BO 80 190-772 VINYL SLIDING GLASS MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. FU=45 KSI 8 MIN. FY-33 KSI. 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & 81, B2 ON SHEETS 7 8 8 :HDR TABLES........?-8 LE............................9 IG DETAILS ............ 10 IR LOCATIONS ....... 1146 TYPES...................17 SIGNS.....................I S SORIES..................19 A....� LIST........ 1'a..LYN,g1,, DON INSTAL......22-25 �a4; ''UCENSF'••!((��'� A a 3/24I16 = * : No. 58705 III GENERAL NOTES 11 1141 J ROSOWSKI I VENICE, FL 34275 {Ij� 'R)T. OF AUTH. 029296 5 SGDS470 NTS tOF MAX. UNIT WIDTH — NOM. PANEL WIDTH PER TABLES 1 & 2 -1 MAX. UNIT I G) I I / r HEIGHT 1 I"p PER TABLES 1 & 2 I 12 � MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT W HEIGHT PER TABLES 1 & 2 i MAX. UNIT WIDTH ---I NOM. PANEL WIDTH PER TAB MAX HE PER T NOM. PANI PER TAB MAX HE PER TAE AB LES 1 & 2 . UNIT IGHT LES 1 & 2 S-PANEL CONFIGURATIONS NOW PANEL WIDTH Yi PER TABLES 1 & 2 E / I$ MAX. UNI7 HEIGHT 12 PER TABLES 1 & 2 _ J NOM. PAN PER TAE p MAX HE PER TAI MAX. UNIT WIDTH -11 --- MAX. UNIT WIDTH --1 NOM PANEL WIDTH PER TAB I� I MAX HE[ / IQ TABL -- Mr ,Urvn MUM :L WIDTH LES 1 & 2 —� UNITGHT , LES 1&2 NOM. PANEL WIDTH PER TABLES 1 & 2 1 I Ip MAX. UNIT HEIGHT I PER TABLES 1&2 J Ha v MAX. UNIT WIDTH III /I 1u 1/ 111 �11 LES 1,& 2 UNIT GHT EIR ES &2I / J� an 4-PANEL CONFIGURATIONS UNITWIDTH-i-,--�I 1 I MAX. UNIT HEIGHT I PER TABLES 1 & n IQ �-- J _......_. _..._.._.__ "X-OP RABBLE OPERABLE PANEL DLO WIDTH =NOM, PANEL WIDTH -BA/10' p" PANEL "".tAY LY.1 ,��', 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °p,=POCKET DLO HEIGHT =DOOR HEIGHT -11-1I16° �``,L�.�.......••.,?/j LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN PANEL HEIGHT =l]OOR HEIGHT -2.1@' UO�SE '•• POCKET CONFIGURATION CAN BE OXXXp. 2)SO- 8135°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 26TRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR FP,A =4118 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS 8 j& J ROSOWSKI D(` ;7� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �C)•. S��` i1070 -DETAIL LETTER I �G :,�t`s'••`TDRioX .•' �'c: 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. N. VENICE FILL 34275LOGY DRIVE - - - SHEET NUMBER (941)480.16DO '- } -- XMNM¢ R,P.E CERT.OFAUTH.H282S6 SGD-5470� NTS S 20F26 ,J, FPASGD54702�Q p1pu a S-PANEL CONFIGURATIONS NOW PANEL WIDTH Yi PER TABLES 1 & 2 E / I$ MAX. UNI7 HEIGHT 12 PER TABLES 1 & 2 _ J NOM. PAN PER TAE p MAX HE PER TAI MAX. UNIT WIDTH -11 --- MAX. UNIT WIDTH --1 NOM PANEL WIDTH PER TAB I� I MAX HE[ / IQ TABL -- Mr ,Urvn MUM :L WIDTH LES 1 & 2 —� UNITGHT , LES 1&2 NOM. PANEL WIDTH PER TABLES 1 & 2 1 I Ip MAX. UNIT HEIGHT I PER TABLES 1&2 J Ha v MAX. UNIT WIDTH III /I 1u 1/ 111 �11 LES 1,& 2 UNIT GHT EIR ES &2I / J� an 4-PANEL CONFIGURATIONS UNITWIDTH-i-,--�I 1 I MAX. UNIT HEIGHT I PER TABLES 1 & n IQ �-- J _......_. _..._.._.__ "X-OP RABBLE OPERABLE PANEL DLO WIDTH =NOM, PANEL WIDTH -BA/10' p" PANEL "".tAY LY.1 ,��', 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °p,=POCKET DLO HEIGHT =DOOR HEIGHT -11-1I16° �``,L�.�.......••.,?/j LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN PANEL HEIGHT =l]OOR HEIGHT -2.1@' UO�SE '•• POCKET CONFIGURATION CAN BE OXXXp. 2)SO- 8135°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 26TRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR FP,A =4118 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS 8 j& J ROSOWSKI D(` ;7� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �C)•. S��` i1070 -DETAIL LETTER I �G :,�t`s'••`TDRioX .•' �'c: 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. N. VENICE FILL 34275LOGY DRIVE - - - SHEET NUMBER (941)480.16DO '- } -- XMNM¢ R,P.E CERT.OFAUTH.H282S6 SGD-5470� NTS S 20F26 ,J, FPASGD54702�Q p1pu a NOM. PAN PER TAE p MAX HE PER TAI MAX. UNIT WIDTH -11 --- MAX. UNIT WIDTH --1 NOM PANEL WIDTH PER TAB I� I MAX HE[ / IQ TABL -- Mr ,Urvn MUM :L WIDTH LES 1 & 2 —� UNITGHT , LES 1&2 NOM. PANEL WIDTH PER TABLES 1 & 2 1 I Ip MAX. UNIT HEIGHT I PER TABLES 1&2 J Ha v MAX. UNIT WIDTH III /I 1u 1/ 111 �11 LES 1,& 2 UNIT GHT EIR ES &2I / J� an 4-PANEL CONFIGURATIONS UNITWIDTH-i-,--�I 1 I MAX. UNIT HEIGHT I PER TABLES 1 & n IQ �-- J _......_. _..._.._.__ "X-OP RABBLE OPERABLE PANEL DLO WIDTH =NOM, PANEL WIDTH -BA/10' p" PANEL "".tAY LY.1 ,��', 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °p,=POCKET DLO HEIGHT =DOOR HEIGHT -11-1I16° �``,L�.�.......••.,?/j LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN PANEL HEIGHT =l]OOR HEIGHT -2.1@' UO�SE '•• POCKET CONFIGURATION CAN BE OXXXp. 2)SO- 8135°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 26TRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR FP,A =4118 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS 8 j& J ROSOWSKI D(` ;7� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �C)•. S��` i1070 -DETAIL LETTER I �G :,�t`s'••`TDRioX .•' �'c: 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. N. VENICE FILL 34275LOGY DRIVE - - - SHEET NUMBER (941)480.16DO '- } -- XMNM¢ R,P.E CERT.OFAUTH.H282S6 SGD-5470� NTS S 20F26 ,J, FPASGD54702�Q p1pu a -- Mr ,Urvn MUM :L WIDTH LES 1 & 2 —� UNITGHT , LES 1&2 NOM. PANEL WIDTH PER TABLES 1 & 2 1 I Ip MAX. UNIT HEIGHT I PER TABLES 1&2 J Ha v MAX. UNIT WIDTH III /I 1u 1/ 111 �11 LES 1,& 2 UNIT GHT EIR ES &2I / J� an 4-PANEL CONFIGURATIONS UNITWIDTH-i-,--�I 1 I MAX. UNIT HEIGHT I PER TABLES 1 & n IQ �-- J _......_. _..._.._.__ "X-OP RABBLE OPERABLE PANEL DLO WIDTH =NOM, PANEL WIDTH -BA/10' p" PANEL "".tAY LY.1 ,��', 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °p,=POCKET DLO HEIGHT =DOOR HEIGHT -11-1I16° �``,L�.�.......••.,?/j LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN PANEL HEIGHT =l]OOR HEIGHT -2.1@' UO�SE '•• POCKET CONFIGURATION CAN BE OXXXp. 2)SO- 8135°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 26TRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR FP,A =4118 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS 8 j& J ROSOWSKI D(` ;7� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �C)•. S��` i1070 -DETAIL LETTER I �G :,�t`s'••`TDRioX .•' �'c: 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. N. VENICE FILL 34275LOGY DRIVE - - - SHEET NUMBER (941)480.16DO '- } -- XMNM¢ R,P.E CERT.OFAUTH.H282S6 SGD-5470� NTS S 20F26 ,J, FPASGD54702�Q p1pu a NOM. PANEL WIDTH PER TABLES 1 & 2 1 I Ip MAX. UNIT HEIGHT I PER TABLES 1&2 J Ha v MAX. UNIT WIDTH III /I 1u 1/ 111 �11 LES 1,& 2 UNIT GHT EIR ES &2I / J� an 4-PANEL CONFIGURATIONS UNITWIDTH-i-,--�I 1 I MAX. UNIT HEIGHT I PER TABLES 1 & n IQ �-- J _......_. _..._.._.__ "X-OP RABBLE OPERABLE PANEL DLO WIDTH =NOM, PANEL WIDTH -BA/10' p" PANEL "".tAY LY.1 ,��', 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °p,=POCKET DLO HEIGHT =DOOR HEIGHT -11-1I16° �``,L�.�.......••.,?/j LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN PANEL HEIGHT =l]OOR HEIGHT -2.1@' UO�SE '•• POCKET CONFIGURATION CAN BE OXXXp. 2)SO- 8135°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 26TRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR FP,A =4118 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS 8 j& J ROSOWSKI D(` ;7� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �C)•. S��` i1070 -DETAIL LETTER I �G :,�t`s'••`TDRioX .•' �'c: 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. N. VENICE FILL 34275LOGY DRIVE - - - SHEET NUMBER (941)480.16DO '- } -- XMNM¢ R,P.E CERT.OFAUTH.H282S6 SGD-5470� NTS S 20F26 ,J, FPASGD54702�Q p1pu a Ha v MAX. UNIT WIDTH III /I 1u 1/ 111 �11 LES 1,& 2 UNIT GHT EIR ES &2I / J� an 4-PANEL CONFIGURATIONS UNITWIDTH-i-,--�I 1 I MAX. UNIT HEIGHT I PER TABLES 1 & n IQ �-- J _......_. _..._.._.__ "X-OP RABBLE OPERABLE PANEL DLO WIDTH =NOM, PANEL WIDTH -BA/10' p" PANEL "".tAY LY.1 ,��', 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °p,=POCKET DLO HEIGHT =DOOR HEIGHT -11-1I16° �``,L�.�.......••.,?/j LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN PANEL HEIGHT =l]OOR HEIGHT -2.1@' UO�SE '•• POCKET CONFIGURATION CAN BE OXXXp. 2)SO- 8135°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 26TRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR FP,A =4118 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS 8 j& J ROSOWSKI D(` ;7� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �C)•. S��` i1070 -DETAIL LETTER I �G :,�t`s'••`TDRioX .•' �'c: 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. N. VENICE FILL 34275LOGY DRIVE - - - SHEET NUMBER (941)480.16DO '- } -- XMNM¢ R,P.E CERT.OFAUTH.H282S6 SGD-5470� NTS S 20F26 ,J, FPASGD54702�Q p1pu a 4-PANEL CONFIGURATIONS UNITWIDTH-i-,--�I 1 I MAX. UNIT HEIGHT I PER TABLES 1 & n IQ �-- J _......_. _..._.._.__ "X-OP RABBLE OPERABLE PANEL DLO WIDTH =NOM, PANEL WIDTH -BA/10' p" PANEL "".tAY LY.1 ,��', 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °p,=POCKET DLO HEIGHT =DOOR HEIGHT -11-1I16° �``,L�.�.......••.,?/j LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN PANEL HEIGHT =l]OOR HEIGHT -2.1@' UO�SE '•• POCKET CONFIGURATION CAN BE OXXXp. 2)SO- 8135°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 26TRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR FP,A =4118 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS 8 j& J ROSOWSKI D(` ;7� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �C)•. S��` i1070 -DETAIL LETTER I �G :,�t`s'••`TDRioX .•' �'c: 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. N. VENICE FILL 34275LOGY DRIVE - - - SHEET NUMBER (941)480.16DO '- } -- XMNM¢ R,P.E CERT.OFAUTH.H282S6 SGD-5470� NTS S 20F26 ,J, FPASGD54702�Q p1pu a _......_. _..._.._.__ "X-OP RABBLE OPERABLE PANEL DLO WIDTH =NOM, PANEL WIDTH -BA/10' p" PANEL "".tAY LY.1 ,��', 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °p,=POCKET DLO HEIGHT =DOOR HEIGHT -11-1I16° �``,L�.�.......••.,?/j LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN PANEL HEIGHT =l]OOR HEIGHT -2.1@' UO�SE '•• POCKET CONFIGURATION CAN BE OXXXp. 2)SO- 8135°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 26TRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR FP,A =4118 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS 8 j& J ROSOWSKI D(` ;7� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �C)•. S��` i1070 -DETAIL LETTER I �G :,�t`s'••`TDRioX .•' �'c: 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. N. VENICE FILL 34275LOGY DRIVE - - - SHEET NUMBER (941)480.16DO '- } -- XMNM¢ R,P.E CERT.OFAUTH.H282S6 SGD-5470� NTS S 20F26 ,J, FPASGD54702�Q p1pu a CONCRETEICMU PER '— ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET t S NOTE 3, BELOW EMBEDMENT —1+-.� 114° MAX. DAYLIGHT -OPENING- WIDTH FRAME WIDTH -- REQUIRED IF DOOR HEIGHT IS OVER BB• METAL TYP., ANCHOR DETAIL Cl DETAILDt LENGTH TO BEAMIN-OF3 INTERLOCK INTO NEru ` THREADS BEYOND THE \METAL SUBSTRATE I EDGE EDGE e / 1 — EDGE DISTANCExxe xD °1 I ex KRBI DISTANCE ! /'• SEE NOTE B, & I I xa xe fl n n G EN IMEi tw•MAx IL THIB SHEET I I 6EE NOTEB, V THI86"EET ° /L1XCK T WOOD EMBEDMENT BUCKSTRIP, SEE BEE NOTE B.TMB SHEET xB THIS 8HEET �` - ANCHOR / NOTE 4, SHEET 1 — — — — — — Jv ` qe X 314' EMS REINFORCEMENT SCREW, 7 TYP. ANCHOR TYPE, / w PER STILE, LOCATED AT CENTERLINE AND 0', PLATE AT ) / HORIZONTAL SECTION(X)X SHOWN) 9'& 12' FROM ENDS (FACTORY INSTALLED). EMBEDMENT AND EVERY / _ EDGE DISTANCE PER ANCHOR SUBSTRATE, SEE LOCATION � DETAIL C2 DETAIL D2 DETAIL B2 TABLE A, SHEET 1 fl DETAIL A2 wrEuccK BROMASONRY ``�` 0.4f1'^G"L NOTE 3, BELOW 2X WOOD BUCKSTRIP OR oRoxxwnoO 1x REGUREDIF0o0R EMBEDMENT �\`ACI F— W. FRAMING. SEE ANCHOR DAYLIGHT Y1 B1 "EIGHT LS TriE"98' 114'MAX. —� �,r Q ---, NOTE 3, SHEET t —�j OPENING ImeRgR pJ EDG�jII WIDTH E P 1 DISTANCE I I TYP. ANCHOR TYPE, "o o SEENGTE B, THIS B"NEET ' it EMBEDMENT AND�� EDGE DISTANCE PER m a xa a TYP. ANCHOR TYPE, SUBSTRATE,SEE EMBEDMENTAND li q—_ TABLE A. SKEET 18 a1 0 0 EDGE DISTANCE / I I NOTE 3, BELOW - PER SUBSTRATE, I` - SEE TABLE A. SHE EDGE b 1 d NOTE 3, BELOW I EKRRIDF DISTANCE I_-1/4'MAX. PANELWIDTH —ANCHOR REQUIREMENT ASTRAGAL MAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT FIXED PANEL CLIP 8 I NOTES ANCHORS, SEE EXTERIOR DIRECTION. .`pNY LYIV ALL PARTS IDENTICAL. 'L�'••UGEY 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. REINFOROMEW WKS(SEE NOTE S. THIS SHEET) DETAIL SHEET 19 �;• St'"•. ,G.�:; 2) REFER TO ANCHOR NOTES, SHEET I. FORnLL Ioc"s*nEs,/ No. 582 �'PP 3) SEE SHEET 13 FOR ANCHOR LOCATION S SPACING, FOR ASTRTD,)LB•Mm 1 O O � VINYL SLIDING GLASS DOOR FPA � 3f24110 ANCHOR QUANTITIES, SEE TABLES 1 S 2. STIL SaND )1 _ 4)CONTIN000S ANCHOR PLATE. ITEM #B, IS REQUIRED A7 ALL HommrrtuRaos pff IINSTALLATION, HORIZONTAL X•ISECT.1S JROSOWSKI 7V. �� (6•;' FRAME ANCHOR LOCATIONS. < %.p'•• 4` 5 PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOR I @" / G REINFORCEMENTS ARE APPROXIMATELY REINFORCEMENT EEFFULL REQUIREMENTS ALL L IMERLOLNS Q N. VENI1070 CHN L3427LOGY DRIVE I '�.S�ONALIENa�` ) oNLr N. VENICE, FL 34275 THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. y.TµD•�o HID (941)•480.7600 I a. Lrgx unlER,P.E. 1 DEEL 7) SEE SHEET 20 FOR SCREEN DETAILS. CERT. OF AUTH. #29298 SGDS470 ,� NTS 3 OF 25 k6fFPAS005470.2 � 9 PEI69Da