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HomeMy WebLinkAboutProduct Approval Tr 1 File Copy Florida Building Codc Olilinc Page 1 of 3 ME eels Honk I-Lao to I usar tteetitrallan` I Hot TOPIC I Submit Surdtarda i slats B Fads_( Publlcatlans I Fec Staff I aC1S Stla Nap_ I Lloyd I 'seard, �,- (,I USlet Approval ER:sent Ivbnc Vier FrMnrt Jrnrrnanl t•L+�>Qrodrictar annlimiron search>Analtratran Lis >AAplie611011 Well - � r•1.�� r•L15o37-Rz E Application Typo Revision Code Version 2014 Application Status Approved Comments Archlved (J Product Manufacturer Therms-Tru Corporation Address%Phone%Emall 116Industilai Drive Edgerton,ON 43517 (419)298-1740 rickw..0mbldpconsultants.com Authorized Signature Vivian Wright- rlekwv@twbldoconsultants.com j Technical Representative Address/Phone/Ernall a Quality Assurance Representative d I Address/Phone/C-mall Category Exterior Doors Subcategory Swinging Exterior Door Assembles j Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M, Evaluation Report-Hardcopy Recelved Florida Engineer or Architect Name who developed, Lyndon F.Schmidt,P.E. the.Evaluatlon Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management institute. Quality Assurance Contract Expiration Date U/31/2018 Validated By Ryan 3,King,P.E. 91 Validation Checkilst-Hardcopy Recelved CertificatebFindependence FLiSM 99 j0l CorilO[aleOflnd rind rt'e tr Refeienced Standard and Year(of Standard) StandardYear AAMA/WDMA/C5A1011LS VA440 2005 •`��/�t•t t 1 t s ASTM fte'06 2002: � ' , •., r 1 ASTM Elflt16 2005 -� ••`Qsr• G 0 1 ASTM E106 2002 i:�• {�rj a F �I /1STM P4996 2005 ASTM E1996 2gQ6 % ... . '`•Tr r ASTM rj3o 20a2 i IWO;•1 a 55i1)12 1999 'i)C s i•. :CQ 1"y eIREt}ce o(hp,�5duct Standards, 1 1111'•\L R\.4 litt�-//www.florid,abtii.ld,iiig.org/l)r/pi_al)pjtl.taspxlpatal..n=wGrVXQwtDquS73Fi2ZyiPg25... 3/7/2017 Florida Building Code Online Page 2 of 3 Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 05/30/2015 Date Valldated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 0 811 9/2 0 1 5 Summary of Products FL# Model;Number or Name' Description 15037.1 a.Opaque.Fiberglass:Door 6'8!'Impact":Opaque"Fiber-Classic","Smooth-Star"or "Classic-Craft"Single,Fiberglass.Door with or without "Impact"eide'lite or Sidelites-Outswin_g%Inswing(X,OX or XO;OXO)Configurations Limits of Use Installation Instructions Approved for use in HVHZ:No. FL5037:1 -R2 II-lnst 15037.1.odF Approved for use outside HVHZ:Yes Verified,By: Lyndon R.Schmidt,R.E.43409 Impact Resistant:Yes Created.by'Independent Third Party:Yes Design Pressures N/A Ev.'aluation-Reports Otheda See Inst 15037.1 for Design Pressure.Ratings,any FLIS037 R2 AE Eval 15037.1.13df additional use limitations,installation instructions and Created by Independent Third_-Party:Yes product particulars:(For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of"7" part numbers for these doors and sidelites,which have been stained.or painted within six months of installation.) 15037.2 b.Opaque Fiberglass Door 6'8"Impact"Opaque"Fiber-Classic","Smooth-Star"or "Classic-Craft"Double Fiberglass Door with or without "Impact"Sidelites-Outswing/Inswing(XX or OXXO) Configurations Limits of Use Installation Instructions Approved for use In HVHZ:No FL15037'R2 fI Inst 15037.2.adf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other:See Inst 15037.2-for Design Pressure Ratings,any FLIS037 R2 AE Eval 15037.2.odf additional use.limitations,installation Instructions and Created by Independent Third Party:Yes product particulars.(ForFiberClassic and SmoothStar doors and sidelites,this product approval requires the use of V' part numbers For these doors and sidelites,which nave been stained or painted within six months of installation.) 15037.3 c.Opaque Fiberglass.Door 8'0,'"Impact"Opaque"Fiber-Classic","Smooth-Star"or "Classic-Craft'Singie Fiberglass Door with or without "Impact"_Sidelite or Sidelites-Outswing/Inswing(X,OX or XO;OXO)Configurations Limits of Use Installation Instructions Approved for use'in HVHZs No FLIS037'R2 If Inst 15037:3.odF Approved-foe use outside HVHZ:Yes Verified By: Lyndon-F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design pressure:N/A Evaluation Reports Other See.Inst 15037.3 for Design pressure Ratings,any FL15037 R3 AE Eva1 15037.3.odf additional use Ilmitations installation instructions-and Created by IndependentThird Party;Yes product particulars.(For'FlberClassic and SmoothStar doors and sidelites,this product approval requires the use of"]" part numbers for these doors and'sidelites,which have been stained or painted within six months;oF.installatipml 15037..4 d.Opaque:Fibergla'ss Door 8...0"Impact"Opaque Fiber Classic", Smooth=Star"or "Classic Craft Double Fiberglass Door with or without, "Impact"Sldelltes-Outswiiig%`Inswing(XX or OXXO) Configurations Limits of Use, Installation Ins_tructions Approve d_foru§eln HVHZ:.No FLI5037"R2`I1 inst-15037:4.odf. Approved for use outside'HVHZ.;Yes Ve'rified'Sy:Lyndon F.'Schmidt,P:E:43409 Impact Reisisitanti Yes Created;by Independent Third Party:Yes pesign,Pressure:N/A. Evaluation,Reports Other:See Inst 15037.4 for Design,Pressure.Ratings,any FL15037 R2 AE Eval 15037.4.pd additional uselimitations,Installation-instructioris and Created_by Independent'Third Party:Yes product particulars:(For Flb&Classic and SmoothSta"r doors and sidelites,this product app"roval requires the'use of"I" Ihttp://Www.flo .idabuildiiig.OtW/Ipi_'app_dtl aspx?poi'am=wGEVXQWQ 873WZyiPaM.. 3/7/2017 Florida Building Code Online Page 3 of 3 part numbers for these doors and sidelltes,which have been stained or painted within six months of installation.) Hack N..1 Contact Us::2601 Blair Stone Road.TallahasseeF132399 Phone:850-487-1824 The State'of Florida is an AA/EEO employer.Coovrloht2007=2013 State oFFlon'da.;(i Privacy Statement .nrrecdbBllJ Statement:;Refund Statement Under Florida lave,emall addresses are pubiidrecords.it you do notwant your e-mall'address released in response to a public records request,do not send electron mallto this entity,Instead,contact the.offlce by phone or by traditional mall.f you have_aoy questfons,Please_contact 85M487:1395.RPursuant to Section 455.275(1),Florida Statutes,.effective October A,2012,.Ilcensees Ilceused under Chapter 455,F.S.must provide the Department wRh an'email addressaf they have_one The emau;provided maybe used ferodicial mmmunication.with the licenseeMowever emall addresses are public record.:if you do not w10 to supply a_personal address,_please provide the Department yrlthan email address which:can be made available-to.the public.To determine If you are a licensee under Chapter 455,F.S 'plea3e"click' ere: Product Approval Akcapb@- M® -1 M Credit Card Safe http://www:floiidabu lding:org/pr/px app citl aspx7parafn=w XQwtDquS73Fr2ZyiPg25 3/7/2017 THERMAITRU r>4sFF ,�W�1H ;a THERMA TRU DOORS © 0 ® ® 1 18 114060TR1AL De.,EGOCRiON,I7H 43517 ''��rrpl 0111 111` '131 {o OPAQUE FIBERGLASS DOUBLE'DOOR w/and w/outSIDELITES 1,h faig LZ INSWING/OUTSWING �� IMPACT � a � � �� � GEHEFALHOM I I z JL_ c 1. This producthasbechevoWaled end hIncompSonrAwith the Sift Edifbn(2014)Rofta Odag o Code(FBC)strucMd sagvYemenls exc"ho 1ho 1rgh Vebc11y Hunkana ZorW(HVH4. IIFI�---Is0.7s r we Fwn+E enDiH >' 2 Ytodual anchors stwA be asEfted and spaced as shown ondelats.Anchorembedmenl to bole 0JS- �i�snwc snoledm sllal be beyond ivol dressing cc stucco. Fu�x+Evr�nl 71S h1A%.FRNAEyn01H 3. When and ksweasrequSin%W borne debt+sprolecllon.Ihkproducteomp5es WifiSeelbn IM9.1.2of the FBC and doesoot requiaon Impact teshlonl Tiw ! al a ceve!19. darfngmIM9.1.2 I ❑Q © ;A IevN'D:The assembly ezckrdes Y(usd Zone 4 of defined in ASTAf E 1996 and Section 1609.122 0( I /F the FBC. ' 4. forbcsfud hamksg eonstrucBon.onchoft of these unBs dal be the some as that ftwnfor2s .buckrssaiorcycanshuefon. 3O3 n S. She condtbns Mot devltile from the detail of Ihh drapAng Issgvie(other eiltpneertnp Dnaysh by 1g Q a 0 a&emedendneerorteghtemdorctifect: oy 6 0 3 ' lADIEOFCONfENIS. lHFEi! DESCRI/IION � a � 1 e eWxesB roes 2 uncomwar g 3 FVW ¢ y 4 rol a _. & 5 ar e e nor q� -0 "EO e e "- ��`i N�TP�h�ii—$�GE5(GI�P�ES�UyP3 'Oz E w2 lob Dire D 21 I2 .. 1 tarossseeeons wu* w-- ,._DI/�ES ENlOJ-� D} saN.LS. 3 Ix vettcoleroslsecB"ns 74.sx98.W N/A +50.0 `-50.0 M " `K q m n LFS- 3 js oro - — 150JS'x98.0. 21.00'x78.75' *50.0 -50.0 Id rile e a - F1-150J7. was 1-a16. O 111I FXT gIOR I.IFr { � TOP RAIL �—I r--I �y )COMP.J T, �ti:;;t1' -,y.,• .;< r."�,�:;'; �.1:;. :rlt. rnuulnl ��o IATCH SATE HNGESTEE ;`;`'.• 9 m e gg IWO [WOOD) ' "?. m G u e.Jq tf TIBERGLASS SpN =?;,`•-,i � INTERIO (1a)tD.ortHxadrssl� ".;:•:• $�a DOOR PANEL WIDTH 2 HORRONTAL CROSS SEC17ON EXTERIOR 1 , INTERIOR ® ® FOAAACORE '�r-flirt"' F Y (FOLYUREDIANE- 1.9 PCFAUK) & SEEHARDWARE A#AY _w 4 p ?,4}I,{II(AL7U(tFR'-i'�;��_ µlstOD[C`—r:.D:t'-:s.�4:t ,1'•. KWIKstt K'HGI: {SIGHAIUIESEs![S .� DMilo U. SIGHAIDIESEIIESV80) 3 'ri it q KNDI: 'd•sum(E10) s SCNIAGE g OEADeOU: l'SEIIES(l60/d7) =i $ BOTTOM RAIL FM o z T'� oue 8 21/12 ° �VERIICAC CROSS SECTION SECTION N'rJ 40 DDOR PAHEE SmaalASlu 001�� CFS Dw•+�No; FL.—TSD37.4 fl IL14k,4,NTh mom___ ____�__,3A . ( ` ' �PS25*MAX DOOR FAKEL HEGHT , * yb : | !A � \S � y k( §§ a =•�' - � » ]■// § ! S \! - �� }/ ■ / � � m . .. ..�x. . �.«. . _ ! P|| | !! >_m % ; ( 2 §k;; \ •2,_,_, m // _ / _ . , : � ` — � _ �_, - IIIII IF TOP atr EXTERIOR In LATCH SULE INTERIOR WNGEME E Eg$g 9 0 u (LVL) ILVI) }4 NORlIOMAL CROSS SECAON 36.00'MAX. DOOR �PANELYgOMEkGLASISKH 2 � U EXTERIOR +. INTERIOR a J a IM �I o ;r=�;___:_flARDWAdEJADlE„7"`„F' TMRt 0.070'fFCCFNEXS)� AIARtlfACNAEIi. �_ .°T=_ i - m SEE HARDWARE d CVR0.EET CNOb: SIGNFTURE SEAIEE �. CKOT DFAD60LL- 71G1U1U0.ESEIIEE(IbD) a SCHLAGE FNOb: -rurJESE110) O D OEAObOLL• 'b'SEIDS(bf0/6R) FOAM CORE - 1 0 (POLYURETHANE- (r 2 19PCFMM•) g a an aonOM RAIL h a a (COMP.) 3 I I umB21 IR _ z OOOR JK PAHFt owc ert A2 fJosco. e VERTICAL CROSS SECTION o+c er: LFs E FL-15037.4 sx¢r 4 or 16 U INif - TOP RAIL r I-�--1 :�• •.'''�. y GT (COMP.} 't :lrF'� tir §?...•6` � u nab^ EXTERIOR r:.: m °is 1, p OR, EXTERIOR EV�S46 `.''. ..' - �w sIRE6Y000) INTERIOR $nLE(WDOD) 77f- 2 J 4, 36W MAK. PANELW1oiH ] HORtiO TALCROSSSECTION 21A0•MAK. 5 z D.L.O. 5 EXTERIORo cELLUTAR TA _..I 1/2'ctAu eafE L•THK.GLASS GLAZING TAPE (/D'TFMPERED GLASS Ga AIR SPACE g ! 5/32-ANNEALFOGIAss EXTERIOR INTERIOR @ o 409LP PVR INTEnIAYER G1 [SAAEX OR CuPONT RUFACHEI p _ ` Am-VVPPHSMS 1/R^ANNEALED GLASS (� DOW 995 OR SIKA 552 SWIGGLEGLAZING l� 3A SPACER R' INTERIOR Z GL CIAI NG DFUIL + � 0 FOAM CORE _ [POLYURETHANE- _ 3 1.ET 1.32' ,6j, I.9 PCFMBV.1 - z T 1.( FLBERGIASSSKPI - E ! •ri •rt . (Mn10A65-TFRCJ3dESS) •.1' ..a Y 0.06 ._ BOIFOM RAIL J.L,• ,.;',:+ m _O ' p —•- TA CS 'MORAME RALE1RIM 5/21/12 IAUM) AATWL P N.T.S. SIDEIDF PANEL rwm�' JK ° SU 6mo°IA SIm —ISI'»-{ °a ea LFS d �1 VERTICAL CROSS SECTION FL-15037.4 n O d - uw TOP RWL l.dT �+ ••.\2,: GI EXTERIOR (coI,1P.} B.6d' EXTERIOR 0.6 "•Stih 6' o9 ULE IwooD)—+ INTERIOR SIU IWOOD) INTERIOR _ `' ` MAX. /iHORIZONTAL CROSS SECTION d PANELANEL WIDTH--- 6 21AB•MAX. a D.LO. b EXTERIOR ' po IA WYGIASSBBE CGLATBJG I'THK.GLASS fin + Z— / TAPE IM TEMPUE-D GLASS +S AIRSPACEZI m ' 513TANNEALM GLASS EXTERIOR INTERIOR al 5� � m 0.09('PVB INIERUYER G1 (SAPLEX OR DUPONT BUTACRE) `e q BIDX I-Imrp?HSMS-- 1/0'ANNEALED GLASS o_ j O 1 DOW MOR SN:A 552 2A SWIGGLE GLA2MG $ o g 3A SPACER W zo K INTERIOR G1 GIALNGDFidI fl (MP0.0w lfflC KNm) TAT 132' OAM O ME 0 au DNE-BOTTOM RAL (CAMP.} •... �,. � '-z 8 21 L2 TA EX1EtI0R FLAME 4A 1NIERIOREAAME 3A❑1EERAMET11" fAL� XUUMd )� N.T. 51 •�I' �++� S. ELDEPANEL I °�'�h 3K o tIDaSIO Chuk Urc sc LFS ; (?1VER17CAL CROSS SECTION 5 6 FL-15037.4 wn 6 a 16 0 GI EXTERIOR 10?RAIL(comp.) 2i -.-tz a SMLE(WOODJ 3flLE(WO0D) 9.9 L INTERIOR 36WMAX. HOR)IONME CROSS SECTION PANELMDTIi- 21XM.AX_ D.Lo. EXTERIOR CELLULAR IA IITGLAS50ftE I'THK.GLASS E5 GLAZING ell TAPE I ITTEMPERED GLASS AIRSPACE IR 3 PACE 513T ANNEALED OMSS EXTERIOR INTERIOR QDffPVBMERLAYM pi pAFLrX 09 DUPONT BUrAC99 o F " 910%I-IITPFHSWZ I ta'ANNEALED GLASS GI w DOW97SORSIKA55 2 2A SMGGLE GLAZING SPACER 8A INTERIOR 4 IM .'.2 I.3Z, GLASS SIN pAlmonwMCKNESSI FOAM CORE OW (FOLYURML&NE -T 13FCFMR) AM11 @jNTlV0AflIAMl @I(El kM,-M comp. 0/21/12 E Z ITT i ) Nw. .T.S. JK @&UllPANIl cm ft LFS VERTICAL CROSS SECTION FL-15037.4 7 .1c 0 • 0.\CRrnb\Thetm,Tm PERMMEM\LIMm M / 1 1 [ 1 E 1 9 O z O m �N Q -a A se/ z na ® ® ® �N �O V O d N� O �LLL�.,SCiI-NM/��GL Na.t71m cE PPCDUCT: veeam•r,ly Pupa L /TRl Pr THEMA M Dvna Na.P.43SD9 sohmte ..MAL R..... .���� !![[IEEE Q PiILT DR•SS£HBUf• F-A.O D C30,V41JNLS,I�C. UPDATE TO SM ED. 1014 FBC lF5 p,D.Bov Z7o,VelAea,M JJ693 �a A N ND DATE BY ELEVATIONS •✓ Ph—N.:013AMOM EVIS DNS PaP9 CA Nb,Dais D zv[v v.w.v�i�v��v vv�au�rµrn i.a. arr �INIERIOR D C 11--- a`1,•••".... "•,GT 2p 24 L N E t,zs I —tsM+tx. `O: b � ; ,j 2 40 41 42 E A4N `'1"'� k j S5_R o INTERIOR a _ ''rr?rpri rnTT r�4�� ^ do 0 7 ^� 12S CBS °4 Fu EXTERIOR I EXTERIOR T l EXTERIOR INTERIOR v> ff L pre,I F 6 FRI1C C OSS S C ON' 1-lfr MlN. 9 oukwin9 confgmoticn ��1 4slla•omb D � �o f I HORIZONTAL CROSS SECTION /HORIZON AL CROSS SECTION EXTERIOR INTERIOR 6 zd 9 k&Ang con6guratlan shown p Oulswirg configurolion Oulswmgo$oopprovedjomb q �71 VER77CAL CROSS SECTION oI o z C 0 E p out crguraum p 69/VC g INTERIOR 29 24 E h 0 m 40 41 42 24 H INTERIORh 'a 6. w b 8EqR FXF J O INTERIOR ERiORo T RO V- 4 EXTERIOR CA B o dF EXTERIOR '$ 9 1-1/4'NJN. wm a zt tz FMB.me.) au ix ' 3 HORIZONTAL CROSS SECTION �41HORIZONTAL CROSS SECTION �51NORIZOMALCROSSSECAOhf oxa' LFS a 9 Insvivg conLguroflon!homr W/IXBuck 9 ouIT conigumRon Outsvnng also approved ip/I6'(mb 9 62u .00gurolion FL—T5037.6 5 x n 9 wL O o RNC1 HM—TN PMtkNENNIaid1PnduRAPPiw tA&-1507Vl ln;UrmtVL•15G37de 10A a f� a i A a, So T �O Q w u OOti �di OS 0o a v o � h O ~� x P q m y y Z N 0 �O A o N ga o a z N 0 l�dg Qh g X M .0 z a g a O G V u go A N T� I 3§Z III � b w o o. t7i JaoaSCtit1y1/�A L• g�J $ Q PRODU= owumamv e•mponv!y. Z Rpp;Op rrIERVA—TRU Lmeon V.xnmlat ��i �.haww•.•�j u to 1 P.0 No.-3402 ti f r Oripy.G�o`� z ro �v�7] 1/r nnaa PMT DR A95ENf3LY: V- o WINO OONSULTANIS,iN� 1 I tO f9 UPDATE To ST ED. 2O14 PEC liu HDRQDA7Al CRDSS SECi<DNS Yjf P'O.e° 230,Vd ke.PL 33393 O DATE BY Pharr N—a13.659.91e7 R ISIONS F6Pf C Nv.98f3 029f a R.W.Cwluwv CRNVYLtAMTa u0. i 117 ........... .... .r p ' E ^ f'fssluu° ' d _ L 40 4T 42 40 41 42 1 7 d� 7 H EXTERIOR INTERIOR 3 EXTERIOR INTERIOR ' '^ 1 VERTICAL CROSS SE TIC? r2 VERTICAL CROSS SECTION 11 �+'+�9 contqugtionshown 11 Shamiw/Il(am.6txk � _ 4n+Yn4 aSa gppsavetl OuhwingmNiguo&nsstnwn Q � � Inswing also opgoved E � nEm _ INTERIOR EXTERIOR y EXTERIOR INTERIOR 40 41 42 ° 40 41 42 7 F8 32 - o � 33 i n E ^z u° �1 z VER11CALCROSS SECTION ��VFRIICALCROSSSECTION N.T.S. 9 11 OsdvwsB cc+sTquofion 17 IsuWng conFgugtion ms JK o' aa,ar. IFS 9 I/u Ad.. E FL-15037.q o n van_L a 16 0 ttt a ' �•.. • v ' • � ^ O �_1 4�EX�ERIORIINITERIOR •' �rrrrrrrl ltlt ll�` �i�^� a � UEz_- and€�CSEE NOTE 1�__ 1H EXTERIOR INTERIOR �11 VERTICAL CROSS SECTION (-21 VERTICAL CROSS SECTION � 0 T2 Ouhwig mnG9u•'otion l2 Shownw/t%subbuck a _ OUM/,ng mnfiguioGon a � a NTERIOR EXTERIOR _ _ EXTERIOR INTERIOR StENOTE1 M 50 31 52 SEE 1707E 1 M b0 51 52 � � z 78 33 5 23 7, .... ...... gQ L • - -•n' .- ate• Til Mn.T.s. VERTICAL CROSS SECTION NOT£ �1VERTICAL CROSS SECTION I.vdeSlamsytosteur,3fromeoch12 dag canr,Buratbnand and O.C.(7YPJ[ne. 3tj a � i ,TIT � milld'mo II ° 91 H III d a ox� D IF 01 II II! m IYP.HEAD I I ASTRAGAL MASONRY TYP•HEADIII I I �I MASONRY 8JAM6.S II SHOWN FOR OPENING 1l JAMBS pI II IG ex OPENING II REFERENCE H II a 9A UUCK II TS BUCK-" I -�ASIRAGALAND FRAME--"�AllII II III SHOWN FOR III _ II III REFERENCE ID ifL III 11 III j _ II ° fl II Ip 0 s 11 III II III � � 11 III II III � p m II Ill II tD BUCKANCHOPING t w° o_ CONCRETE ANCHOR NOTFS: n m 1.Concrete onchatocations of the comer maybe adlasled to moinfoln The mb. o edge datarsce to nwdorJoinh. 2 Conaefeonctwrfoeoflonsnofedas'MAXONCENFErrnudb—a -fedlo mobitoin the mTm edge dalanca i to nmdar Wnls,edcZanol eonaele,anchors g may be requ'vetl to ensure the iNAX.ON CENtER'[Amenston are not exceeded. u. 8 J.Concrete anchor fable; e .._.,,_......,....------.._...........__.._M A.4;- :._...------ ------- IN:ctEARANeE..MU7iCtFARANCE e 'AN,C,tHOR:A?{GNOR: "`"MlN,`..:;. "(il SOZ/RS'r�??`f0_ADIACEN _o --;:TYPE:._,: F'� ...1 'm _--1/4 1 l/d' 2' 4" swse 8/2I 12 _ 7APCON -m- N.T.S. w FLCO e 1 4' 1.114' 1' 4" nK ar, JK ULIRACON / n WOOD SCREWINSFALIAHON NOIFS: 1.Maintain a nVnimum 5/8'edge dlsfonc%1"end dutance,a I o c.spacing of °RAM•'x'eD' e wood saem to prevent the spLff&sg olvmod. R.-15037.4 sxac 13 or l6 O d • d _ u111 3' �-•— —y6. � r � sL �r I �i 1�� 'fit •.. �:t4'a_� z 1 SEE SEE L DETAIL 1 _ ��i��''•... .... ` % c'd w L DETAIL I _ 1 9/16,JAMB • MASONRY TYP.HEAD MASONRY TY JAMBS d OPFNING &JAMBS D 6-9/I6'JAMB 6 u { OPENPIG _ - OIRCCL TO 4.9/16'JAM9 I h lJ FRAME MASONRY h o ;n$ 'm?�� FRAME 6.9/16'LAM. D �o 'r 4 _ — 4.9/6"JAMB DIRECT TO 7 MASONRY - 6.91:67JAMB p 8 'c1a f' DIRECTTO 2X BUCK - P 2XII MASONRY IYP.SILL I TYP.SILL TYP. S�AIL - I - 5 & SEE SILL DET2 SLL DETAIL 2 P s • I it tt 1 II I1 rl �l � � � 11 1 Il 1J 4-9/16'JAMB N DIRECT TO •.•-• fRAMEANCNOxtNG al FRAMEAHCHORING 6-91IeJAMB p MASONRY a ' DIRECT TO _ MASONRY N -- -- _ IXBUCK H 29 ` 2K BUCK L 24 ASTRAGAL [( n N • DETAR2 BOLT HOLE ASTRAGAL au1sK�9 DETAIL2 BOEiHOLE 24 S� CONC:RETEANCHOR NOTES: Itux^fg L Cdnuefa o.d-)..Cot of Mho cornea moybe acyvrted fa maintain The mil. edgedaloxefo marfm.'anh. HINGEDElAII Ds3 S Z Concrete anchor bcaRom nolod m'A(AX ON CENTU'm t be terpsfed to marnloh the tNn.edga delonca to morf tk 4 odoWland conuele onchm DIREM70 moy 6etagvYed to ermre Dta 7AAX.ON CLNTQ'dmerabn ore not¢xceeded. MASDtTRY N - ].Controls otvhor lo4�a: 27 ¢ M -fiFARAHCE_ I IX BUCK G _ :pNtNak•=1ff1CHOR: '.'�-;hUFk`w�Y Im 0-..._.--._;At H.zLEARANCE ^� 2 N. MMLTOHRY. ;,7OjT0;1,6(,)Ft!( 2X BUCK K r=YVAE::,::;r SIiE=::;MBEL1ME�t(� Dc€ -��a='lmdMiHOR[+.',: 26 U7CNdOFADBOLTDf7All SEEHINGE o IF TAICONe 1.1/R•.. 2• _ 4• DETAIL z wtc 8 21/12ELCO g ULTRACON` 1/P I.1/1" 1• 4•Tllr oro ee dR o TAICOH' tF d WOOOSCREW lLiADONNOTET: DEIAIL1 � ¢ 8 1.Ma'udoet atntrvtWm 5 8MDe dv—,I'orgtfafoxe.d l'o.c.madn0¢f NUTGE JAM] ASTRAGAL FL-15fT37-d E woodraeva fvpterent the tp4iMgaltwod. oatT Id ar 16 a — — O MaW,h\Th-,NT PDIMANEYWorido AodudAppm IAFL-1507\Dir n9\Mnm\FL•1507dwP,15.A CD f 1 p y a V v m I C 'y9 `pAVF.6CJH6{f�Tyy'' M.r3109 R PRODDC' oowm.na�ryvrna er mq=� _ I R 3 m 7HERMA TRfI LTndon F.sa>,mat �•.halm�:?D, yy P.C.No.A340O L� � ,sty' IH C 2 N �2/•.f--f4ff A5� PART Oft ISSE My' @rnV/�• P.D.B O CONSULTANTS,IN 71y11, X 1 1 IS IS UPDATE TO 57H ED 701� FTC IFS J V P.D.fie,230,YOINoo,FL 3505 A B ASTRAGAL DETA25 1'✓ PA.. No_573.W..H1H7 ISIDNS FBPC D.A.No.a573 02D12 q.W.NYn.9o+v Cgttvcl.TAMv Iqc. L11N • . ............°•,, BILLOFMATERfALS `9�•` ''1L a HIM Df5CIPRON MAIFAIAL t A 1XBUCKSG5=0.42 WOOD B 2X BUCK SG>=0.42 WOOD C TXMAKSHBASPACE - �w........ .... �'on D I/4-X2.3N ELCO OR ITW CONCRETESCREW STEEL '�,FtFIS*pi 15A E MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACT CONCRETE a I Wiz° 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F 1/4"X13/4"PFHfIWCONCREfESCREW STEEL G 3/16'x3.1/4'PFH HW CONCRETE SCREW STEEL a oe 8=v g01� H 1/4'x3.1/4"PFHTIWCONCRETESCREW STEEL 1 J.. iR 7j qua 1 I/4"X2-1/4'PFHITWCONCRETESCREW STEEL a4. S 1/4'X3.3/4'PFHITYCONCRETESCREW Sim K 0BX2-1/TPFHWOODSCREW STEEL o 3a L 910X2-1/2'PFH WOOD SCREW STEEL g M 99X2.1/TPFHWOODSCREW STEEL T HEAD AND SIDE JAMB PINE SG>=0A2 WOOD 1I 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 1 y 11 #10X 1-1/T PFH SCREW STEEL � s� 12 1910 X T PFH WOOD SCREW STEEL 18 THRESHOLD OUTSWING ALUMMOOD F 4.50- '---'--i 22 INSWING SIDEUTE ADAPTER STEEL o� 23 OIHSWGIG SIDELTESPACER STEEL 1s OUISIYING 26 ASTRAGALSMKE PLATE STEEL �1CSI'dd 27 LAICHSMEPIATE STEEL T3 2B DEADOOLTPEATE STEEL 29 4"X4'HINGE STEEL -SpT- m ] 32 DOOR BOTTOM SWEEP PVC r - _33 INSWING THRESHOLD ALUMJWOOD40 FIBERGLASS DOOR PANEL-SMOOTH STAR 41°FIBERGLASS DOOR PANEL-FIBER CLASSIC42 HBERGTASS DOOR PANEL-CLASSIC CRAFT46 ASTRAGAL ALUM• z 47 ASTRAGAL FLUSH BOLT 51EEL o 48 ASTRAGAL FWSH BOLT RETAINER STEEL N u NO n ry' 50 FIBERGLASS SIDELITE PANEL-SMOOTH STAR SWI 1Na 51 FIBERGLASSSIDEUTE PANEL-FIBER CLASSIC - 52 1 FIBERGLASS SIDELITE PANEL CLASSIC CRAFT a Y 66 )X MULLIONG>=0,4 WOOD e b I gg $ � 3 "�FL-15037.4 '— 7 21 NG SIDEW1 °q 1 Z r IASL- _' � ,''`lt_f�'`' iJ�)i LL1/IIUZI( t1�1/hl1Li�1'l J -T MIAIM-DADS C OUNJ 1' PRODUCT•CONTROL SECTION DL: ARTMENT Or RhGULATORT AND ECONOMIC fW SOURC US(Ti R) !It1Q5 SIV 2t Strect,Room 20S IMAM AND CODE:1Di{fIMSTRATTON DIVTSTON 'Niftuni.Floridn3 3 1 75-2 17d 1•(78G)315-2590 [:(786)315-2599 1NTtCDlL)IC 1 ,{tF A C,f'tiRlCt�riS+�n�',('t�: (NOA) l5'1P{t'.1111:11111iICtl(L' 047C1IlilflUl: Boral Roofing LL'LC. V.!Lill 1 r u 'L1u Vl t 4J'! 75751irvitte Center Drive,Suite 100 li-vine,CA 02618 ' ,scon,: This NOA is being'issued under the applicable rules and reg nations governing the use of construction materials.The documentation submitted has been revietived and accepted by Mianui-Dade County RIM-Product Control Section to he used in Miami Dade County and other areas where allowed by the Authority Irving Jurisdiction This NOA shall-not be.valid after the expiration date stated below.The lvliami Dade County Product Control Section (In Miami Dade County)and/or the ART(in areas other than'Minnii Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manlier,the manufacturer will incur the expense of such testing and(lie AHJ may immediately revolce,nindify,or suspend the use of such product or material within their jurisdiction. P\FR resei-ves the right to revolcetliis acceptance, if it is determined by ikliamiDadc County Product Control Section that this product or material fails to meet the requirements of the applicable building code. i This-product is approved as described herein,and has been designed to comply with the Florida Building Code including the t-li.h Velocity Hurricane Zone of the Florida Building Code. a,ESClEUPTTON. BORAL Tile.5eal i Lz=1,L,1l G:Each unit shall beat'a perinanefiL label-with the manufacturers name or logo,city,state and following i statement:'Miami-Dade County Product Control Approved",unless otherwise noted herein. a 3tEDlFWA+I.,of thisi`NOA shall be considered alter a renewal application has been Fled and there has been no change in the Applicable building code negatively affecting the performance of this product. TERMINATION of this 1,10A wi((occur after the expiration date or if there has been a revision oi•change in the f materials,use,and/or manufacture of the product of process.Misuse of this'NOA as an endorsement of any product, for sales,advertising or any other putl3oses shall automatically terminate this NQA. Failure to comply with any section j of tluis NOA shall be cause for terniination and removal of NOA. AwrE,R Et14tf.NDl'Ti'a Tile NOA number preceded by the words Miami-Dade County, Florida; and followed Elie e x it • may be displayed i ad " i lr iterature. f.1 f ion o iB u _ 6y i Aj I a(;iOn Gate Ili ) tt verbs n„I f �11} po U ftl I�IUA Is dlspla)eci; then i it shall be done hi its entirety. TDI.13N,CTION.A copy of this entire NOA shall be provided to the user by Elie manufacturer or its distributors and shall be available-foi-inspection at the job site at the request of the Building Official. This revises 11,10A#12-1219.01 and consists of pages 1 through 4. The submitted documentation Was reviewed by T.uan E.Callao,R,t�.. �pt � V, MlAMi•DAr1L-COII FEY '. ° A .'4 - % "` 1''TtDA PTo.: 13-31I3.05 1` !► Approval Date: 0 3/13/1 S k l { 1,112079 Pago i of 4 i d • f ti '. .tea ' P L,� Y Rc,G +'f! TG CONTONENT ANPE PRO—VAL Cate�� I: Roofing Ir-iC� o�- a Underlayinent materiah SBS R DII�G T 'f i t TION-. Tesa Product P'rodu t Dimensions Syeei&2fio-a Deserinflon BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering.asphalt sheet material with a 36"x 72'roils ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlaytnent in sloped root assemblies. x. Brentwood.Nl-I T es=Agency Test Idenai er Test Nam°e/Repart Date Under�n-iters.Laboratories,Inc. R14610 Follow up Service 03/28/02 IR T-A rcon, Inc. 02-012 T AS 103 02128/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 T AS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 Tills 114�ffl) 07/30/02 t RI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G I55 08/08/07 Technologies,LLC. NEI-053-02-01 AS T M B 4798& ASTiVi G 155 05/01/08 ICI-076-02-01 TAS 103/ASTM 1D479a 02/14/I 1 ETP 034-02-02 ASTIMI31970 01/29/13 'NOA No-: 13-1113.05 M1 M. drr E Hsu r ExpiradonDa.te: 07/31/17 ' e e Approval Date: 03113/14 Page 2 of 4 ?3.Pmk:,ovtTLu A``s��.mn 1 s: Deck Type ao Wood,non-insulated Deck Description: 15132" or greater plywood or wood plank system E(I): Anchor sheet mechanically fastened deck,membrane adhered. 'Lase Sheet: One or more plies of AM D 226 Type I?or A STIVI iD 2626 with a minima un 4"head lap and a 6"end Iap mechanically fastened to deck with approved nails and tun caps 6" o.c.at the laps and two staggered rows 12" o.c.the field of the roll. i�emh�a�neo O,rie or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.place the first coarse of membrane parallel to the eave,rolling the membrane to obtain maximum contact_ Remove the release membrane as the membrane is applied_ Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. fall end laps and laps without black selvage area shall be sealed under Iap using an SBS modified mastic. Note: When used in Tile roof systems BO_RA—I TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c.at the side laps. No nails or tin caps shall be exposed. � riac g: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Zoo;Tile, !Metal Roofing, Wood Shake&Shingles,and Asphaltic Shingle assemblies. MWMGaA[3�COiJ1�3CY t�TdD�eTt�.: fl3-1���_�,5 o Expiration IIDzte: 07/31117 AppTovat Date: 03113114 Page of 4 Y` IMU T AT IC3IN8o 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shalt be in compliance with applicable building code. BORAL TiieSeal underlayment shall be installed in strict compliance -"itll applicable Building Code. - 3. BORAL TiieSeal underlayment shall be applied to a smooth,clean and dry surface with deck fee of irregularities. 4. BORAL TiieSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment_ 5. BORAL TiieSeal underlayment shall not be left: exposed as a temporary roof for longer than ISO days of application. 6. The standard maximum..roof pitch far BORAL T ileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeaI underlayment;loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control 'Notice of Acceptance for listed approval of this product with specific prepared roofing products. S. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TiieSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TiieSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL Tile-Seal underlayment is not listed, a request may be ;made to the Authority having Jurisdiction (AM) or the Miami-bade County Product Control Department for approval provided that appropriate docurnentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the,deck thoroughly to remove any dust and debris prior to application. I l, -When applying the rinembrarre in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outs.-card in both directions. 12. Roll or broom the entire membrane surface so as to have I 00%contact with the surface,giving special attention to overlap areas. I;. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assernbly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shalt be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TiieSeal underlayment Shall be applied over the underlayment,and sealed using an SBS modified;mastic. l5. All products listed herein shall have a quality assurance audit in accordance with the Florida Buliding Code and Rule 61 G20 3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the rnanufactarer's name or logo, city and state of.manufacturing facility,and the following statement: "Miami Dade County Product Control.Approved" or the MiarniDade County Product Control Seal as shown below MMI-ter=couM-Y e o END OF THIS ACCEPTANCE NOA o., 13-1113-05 MIAM Eza�e s o�ns�r Expiration Date: 0 7/3111 7 AMMOMANIP e Approval Date: 03/15/14 Page e of 4 i UP .. File Copy _— — lY1JAki- N17 — —` - _— ]llrhrilLbhbl,COUNTY — o rnoptirr t:alv�(o�s�co�czprl !_ 11805'SW2GS1�6r;1teehT?.t18- ._ ._..._... b�k'.h7Itx1Y��OLr:XZL+GUJLB:'y4�X'•�. CO Olyt);C,1;;LSOI]X(C)✓N(I,tirit)_......,�. ....._.Mlnm)xi�lorlda3�175-9�7� OA1W AM COAL,AAM1MSTIUTXON pXV13X01.1 T(786)315 7590 986j 315-2i99 NOTICE OV WOPQ?CA.NCE, NOA) ►v�viymtnmidedc.govlacanamY Antarr Qnrnge noon 19.5 CHa'aingo 4'nui'r • '4Vlnstozi�Sstlaxtt,l`IC.27105 ;9co>'�• ' This.DTOA Is 6e14g.issund undue the.. �licablo ttiloa ond-roptlatlons;gevoralug the use of vonshvcUen mittorlols.The doeumeuttittoiisitbttlttndlins boo"iiravberradsiudnoccplcc�yMlmnl;badoCounlyRBlt-1'tadtiotConlrolSeatlou toUa used Lt tvtlflwi Ando:County and otlt4rtnens whore allowed bythe Autlto>Ity:Havittg Judsdiutlon(AIM). T1deNQAsUallnntUo vnildotter ttto o;CpIrntlou iiatvslaled b.eloiv.T1toMlatitt=Dade CouutypraductCoutrolScotiou Ott luilanii Waite Couuty)and/or the AEl7(in atens oilier Utan Mlaail.l�gda CouAty)iworve Rte right to bavc q'lspxoducEol' material tcstod£or gttallty assttrauce purposes,If this praditct_yr mufailal lhils to perform in tlio ncaeltted Mannex,the aigiuttnoturoi'�llLlncur file o�tponso ofsitatitostUtg ntid the Al rmay lmmadlntoly rovoko,modlly,orsuspend the use of otiob pryctuct or niaturtal�vilhht thch jttriscllollon, 1tliSZxoacrves fife rlgltttb rovoko this nocopishou,iC it Is determined by 1v11atnibado.County l?ioduct CoutroI 3ecltoii chat this product er wnlari61-fails to moot the retlnlromonls of the appitoablo halidingooao. Tlils product Is uppimbd as desarlbedhoroh,nnilhas bcon dusIgoedto comply wllh tho Morlda Buildhig Qode, includingtlto.High Velooity lititrleauo Zone, Dr,rkRrP 7!X0X,.M(odel950 Aoritnge,&655 0ASummit1000,2,,000 StoeIS8et1611a1 GarngwDoot'up � to 9141 WRID V)R•M51,1,-60.3 PSIS I APPROVAL DOCCTM>!;1`27l'c brawln(;M.MO-9509-180 21,titled"Model 950 H-orltngo&lMfadol 65.5 Oak � Sumirdt,(9,4 GA)1000,2000,Short,hong,.Pivah and Oak SwimiltPit-Ma",n'hovls 11hrongh 3 of3,(laced i 03/14/2003,Wth rovlslonD dated 10/1312011,prepared byAmarr Gunge boors,signed at d sonle(l lty Tomas L.51tc1ureril tte,p.13.,bearing the M(nin W)11(IB.Courtly,trraduol•Control revision utorap with ttte otioo opAceaptauo©nutnbor and erxglratlon date lty file MIa1ui-Dacia ConntyProduot Control Section. • lYIIfSSJtGZ;X11ZI'A.C��i,A,7l'ZN'Gc]:,digs and Sntnil lY[tssilti JGwpOo#J3aelsentlt . LAI3 'LIIYC�c A pormanentlal)o1 Wlthtltoxtintttlihohucr'nnama or logo,38.00 Oreonway Cirulo,Lamoitoo, Kansas,mo(iol ittnubait,tvo osltive altd negative cleslgn pressure,rathig,lndIcitto Imliq�t ratedif applicable, lnutallatlott!►.[§u dtion(1TAWlitgx'alerenoanutiiltol;nppt'oval)nutubor(HO.A.),1honpplioabletestslandards,and the stfltotnvntreuding'14I[timl Fade Qountyl?rocluot Couh'o1Approved'3s to be lgaatc<l ontho door's stdo track,bott6in angle,br hznor stirl'ace of a.pptiel. X21;1�T)aWAL vi'thtuXOA:s'halilte considered actor uraaotvul applionticnbos bean filed nud llteroltes beet no ohnngo Im the appliogb10 bnilditig code)t8g4tivoly tift'ccting�tLoperFoiiun>ico;nf tlit�piarltio(+ ` - T IVAirTAx)ONirfllilaNOdjyllloocurnRot lhaoxplralFon.date.orlFfltoxe.hasbeen:itrovislouorchangeiathe n>ntgrInls,tide,uncl/or►AnpuAtotnra oP thepradi o-t or provass,Msuao ofthls�10,A,no an.pnfluraeutept ofany product-,foe onYos,advotilsing or PRY otherpmV06s ahitlJ itotoritatioolly tarmhinleill 046A,lzaiinro to contplylvltlrt ny`scotlon of "1491 :411 be onusc korteiihtaation an(i removal ofNOA. ;A-jYART. � xc The NO;A numlior preceded uy the}yards MM(u-Drido County,F1o"rldn,and hltmved by Ike itntiou d may,b 0,thgr.it shall bo 4000 Inds cuorely, JgYS1'7utCxXONI Acupy o£this onliroNQAshtillboptovlciod to the asorby thcmanuthohtr-ar orlts dtshibtltoi;s'nnil sHnll ba avaitutito fbr liiskootiona t fife l06 ai to of iltoiequost c>£ilie Building Offiolnl, T40NQl1reylaeaNOA#13�.Q t Q4�ntidaonalstsofc'Elo.page1a6dovldpoopage33••1,nswallusapproval dootimbritutontlouedabov 0 r s► ,� 7:ho submitt6d doclimp�( � vibi{�1 C� rlos M,Ut>•orn;P.-.V. 1 t tw n p A. s MA Wo 15-0$0MI •� -�•, f; 1�cpiratiori.nnto SeptOntbox4,2Ditt y �+1p bppaovalbn lei&ily]G, 018 , • r 4 t 4 TABLE 1 TABLE 2 TABLE 4 DOOR STRUT SPACING(BASED ON RECOMMENDED-� DOOR SECTION HEIGHTS gco1 tal'Slilo Location HEIGHT SECTION CONFIGURATION) TOP HEIGHT Slm #2 #3 #4 96 #6 #7 118 -Panal7yPo (Mamumd hon LeA Ed9e A e C[49' E F G H T yy'il,'0" ,"`2-+�°,[.4ie r2i1t ^2i);' v 1 i Width lot 2sl 3n) Sz4:st(2 ii@'L+34n 2 u , 4" (A) M) Qnl Ml7' 5 1I2 10 37' 76 112" 13 8 21 71 21 21 21" i8" 18" 2Ts5ita. 72:,1"'r3�1gs. "t^ 7 { s 'i 29 ` ' 18 :1�J1 si y 1 t't 21:' e'0 Lw,9 2a00o 48.000 7z.000 12'6" 21" 18" 18 t8 18" 78' 18" 21" 81D Bead 24625 48.000 71.375 8' 5 1/2' 16' 'u 70" 80 112' " _ " " z`SI�v 9mas ;; . �t' �, :,_ �1R°: i1'6" 21" 21" 21" 18" 18" 18' 21" U12 Long 26.125 49,000 73.SOOfl' 51%2" 13" 31 87° 86' 1001/2." 8'12 Bead 26.126 49000 72d76-�Rk r8gy':- 1 pg- sc'1•, ?2:1!.'e':?'I.:Y' .;i81'-_'�83 se1$k:24.R5 n::ualr"m"$71' r 5e sceG0.' .}-".11G32_K, IV 6 112' 76" 37' Sr 79' 04' 112112" IY 6" 21" 21" 21" 21" 21" 21" 0'14 LCny 1 25.000 50.0Do 75.000 14 6Yhim WR M`r7 16U1, .?,"i 9 @`1/ xj[oyo=._=.s21:) 241�,!MIT rtl$'y�:644 xZ11 a14 Bead 25,625 50.0Do 74.376 11'. 6 112" 16' 84""62° 70' 86' 10611 124 IW 9'6" 21" 18" 18" 181. 18" 21° <`8kfiy.`-='G:.2 54t �. 1r:.65 Vic'/ 8!••. 9 _�� ry,y "• e'a Log 25.500 51.00o 78.500 :;��, e-":i))T�+"i }g6:q 4,.�_�2:,.^.�•a;�' `7" :.9_-, %�Q�-i i.7.� .8t,�;I�F:S!I-E.D 840 Bead 2s1ze 51.DD0 75.875 12' 5 112' 16' 37" 58" 79' 10011181 135liz, ~�8'6" 21" 21' 21" -18'. 21" 0' 8�'6x F%;Shail--`'`'6• -857m„M§_' IF.:`Eli M.Ls 17S .18'k IMI 70�M.t b8s- 1 4r 4 /� � 1; �' i;- .n_ 64. 5.._..i�:_:.=F3l's`.'. -=8._,„_..,. .. ..?4:�'1--.`.L. .u=6::,�"�,. -_�4'a''.i U:U S'(8_n.1_8� ;,1;13' 6;0 Lwg 28.000 52000 7a00o 137 61/2" 18" 37" 58L 76" 94' 1ie" 130" 148112' 7'6° 18" 18" 18" 18" 18" Cie Bead 20.026 52.000 77.375 all .,a S 3 1iP34 �SiROA, EL500 14' 61/2" 18" 37" ee" 79" 1W"121, 142' 150112" C110 Lm»g� zLl lil s3MO 78.875 ���.6'8" 21" .18" 18" 21" egi0 Bead--27.i25 s1.o0o 7a.67s TABLE 3 stitsllo m dfis58=' 1090 10i. DOOR 7RACKATCACHMENT SPLICE s';o Log z7.00o 54.000 et.oOD 9"0 Bead 27.825 6d.000 80.375 HEIGHT 1370 D Ep F G H 1 J K L M N S y 3'I H 4 i 1p �jG Qp T K j i G v/ yy J Fs- 7 3" 14" 27" �38" 46" -66" 69' �76 ALR IAO m'y „68; y4e I^ AH1A6TfMwP RkRA1\lif1e1l�ilDiWIWDU'E KIl.tl 9n 8' 3" 14" 2T' 38" 46'' 66" 68" 78" 881, , oa®nreemo nA1N 71;,11LLe1' _ i, "4.5 ,..... .- 9' 3" 14" 27T,' r38 4a6" 66 68" 78' 88 100' vaoouccAdvire0 °`+°s11 Ps° @6 i ! j4 dui` ,�60 ,78u�Q.B' e,5 r' ?, ;- (( .aa`4> .:as.ttiMs, -eaa PSF titi y [,•���.¢� - .-,, 2i No 0D48570 10' 3" 14 27" 38" 46 56' 68' 78' 88" 100' 112 .���'.INS,.����'4nd"2�5 Sn ,jam' rr((��S C L ; 1;,'88'y.i(7t•1;!.�f,.''F'(�t ts.m.,.s...e�;3' '�� �.,�5�8rI,z nr �� �71'. STA7`OF ,,7W:�{z ••� II � � H ��I 46 56 68 78 88 10D I' 1L'i5 i.l.ii vyre?:,3�4L_vfri, AG? M4.,1 noawwxel �NPAe1eiAE�'� � ,U'ry,,. 1`.'•C>���� 11 3 14 27 38 111Y, 124" ���'L6�VFq�'fy .I4l ''(��•]]{I z fit' ��� 0 L68-�7$�' �r'0an--{:1`z ' f�}5 I -�i '� �� pnr�NAL"\\a`� su 'L•�aLC�.. .4!Yii �f;Ta��I...Y ��1k.__..i5.� -�t�.._...(..u..y'♦� i.4:1-a Mt�'F,..'��hS. �� f711111\ v9 IT 3" 14' 27 38 46 56 68' 78 66' 100"110"122 1361, PAIXA CTYJSV,SFY, ~>� ;11�6",. 0r;'1 4 7-. s1_6 r 68 ;g76"k a L4 ., Mam41�1e4 q11& 3" 14" 21" 38" 48" 68" 0. 78" 888" 100"114"1122" 134" 148" .uM.� ••y�Ip;'AI"+,y:� --��.."k.,.,� t. �� -��_" ..`JMEMO" Tl,.-..d Q.�.ty 1 s i, H Imun10M 95a orIL"su L(ti CA)400D.aaao ,�r./{€:!;�,:L\7 _ Y4."\ �:�:� A al:-'yi•�.' 4:�lDR'•, S}��.2'i 11' (='1'�AS(Z,-.A,-•���'- aye Wo9M�N SMOYL 460 Vi6 9UHHR t24 CA)100a.Y000 __ __ .7n. :>:)1. RO,IT,LOH",PWsn,,Itm"lt aVLI[R P.Wals 1d" 27" 38" 46" 56" 68" 78" 88" 10D" 114"19,1 13d"146" 160° sa OBnaR A, e4r WSA oun Hn2z B amm�lu cu wAEu IRC-9i0D-180-21 Atl TRACK ATTACHIMIT SPACING t/-2-AIL?!AT C17H SW OR SPF W.2 GR OGTM ONLY 9m 7 C 1 --------- � ~ ' � � | k f ?UU, UP File Copy MIA k• fib)? — - - - - - IMAW:MAIM COUNTY 118055W2GSIrecl).taom208 -bpul Tblmw0I+]t1:QUY,o QRYANDDCoNOMIgmgOtmcF, (RL)i�_ M1antl,Dloddo331752d74 — -- 130ATM AMCODT ADiYl ISTRATIOt�l'b]'V M14 ,1(186)315 2590 F(�8G)815 2592 ]NO-ITC.3g.Oxii A ciaDI P7C. cr"go.A� ��»�.inlnm[cjydo,abv/euofte�nv ,�atintr Cnt�iigeAoni's 125 4cm-Anga MIA winknxt.&IGM,N'C 27105 smm. This NOA Is boing Issuod uttdor file appllcablo tulas and rogulntiolis governing tiro tiso oKoonstnrction atalerials.Tile document illon submlitodlioa beenroviowod qnd acceptedlry Mlaint--Podo CountyRRR•,I'roduolConhol Soctton to be used m MidmI Milo Comity and o(Ift ntem whore allourodby the.AitlftgAy Praying tUrls(lotlon(AM, This Ito c191ii�11notbo Val)0 Piles the gpluillon c7nto oNted mlow.T1toUlntui-Dodo Cotiuty product control S`eotton(In 1vliamlDndo County)dtidlor IN,AM(ln arens otha•tban Miami Dodo Couity)MuVo the right to Jim tiils.pradtict or j materid testod for qualhy assurouoo purposes.7f1bli paduof"or iumorlat fulls to poilbim iu'tho nccepleil manner,the mumtaotutor W11.1 hiotu'the mpouso of moll testing andilto AN7•amy Immectintoly iovolco,modiry,or suspend tho tmo of molt produnt at,ntotgrtal 1vitltin Il►eir�trclsillctlon, XMI).reserves the rlgttt(o rovoko ibis acaeptanoo,if it is(letonnhled by Mlomi.•Dade Coitnty Pcoduet Control Seotioti that this produot or materinl falls to moot the rcqutremonts of the appJlonblo ballding codo. T1ds ptoduotls npproVed As dcsarlbadltoroln,nndltns boon closigned to oomply wilh tholllorlda Building Code, lueludiog Ibo glgh Vcloclty T-Tun•Icaue;;oue. I DTSC'MTXOW.Modol9501bi lingo&665 Oak 5utunilt 1000,2000,Steel Seetionnt Garage Doov up to - 161411`'-Vide(D)?+45,81-49,3 M) .(5.1:'PROY"MDOCYJIVZM;i't DralvingNo,1RC-9S16469••26;titled Wodel950 Herlingo,irMode165S Onic Summit,(2(I•.GA)1000,2006,Sliort,Long,Phish aud•Od cSummitWnols,shcats 1tl mush 3 of3,dated 03/1 412 0 03,will)rovisloir C dated 02/0'1/2013,tiropnrod by Amorr Garageboots,signed and seated by xamns Z,,Slleltneedlue,P,L,,bearing tiro iLY{(tdli Dnda Cotutty ProtIual C.ouirol loutsioll stamp with the Notloo oFrl000ptahoo numbat and oxpl atlon data by-lic.M ami Dude Coitnty Noduct control section, MIS RILU11VIBACTIMATING. :Largo aid SJnq)1W1ssUoTmpnctReslstinut LADI;Lmoo A permanent label withtho mantifaolurer?s Maine or logo,3800 Oreonwny C.it'ole,Lawrence, - l�tmsas,Snoilel nurntior,tltoposltivs and nogative_deglgu.'paossuro rating;indicate id)pnot rated If npplioa67e, - Lgstttllat�ion�nshuottoudrnwingro£aronoonUtnhot;rippiovalnrunbar(.NOA);1ltonppllanble•testslafldncds,attcl ilia stoOmorit'gatiding'Afiomi Dodo County Pxoduot.Contxol.Approved'is to ba looatedon-the door's side h aolc,15040 t,t)oglo,bV Jotter sgrEitoe of n Vona], =1 N1'4V�of lbls NOA.sholl bo oonsldored nttor a yoi(oSval appiloatlou.Lies bpon filed Mid lhorcl)ns�beetlJig olttiago - 0t the nppllattble bulltibig eerie tibgutivtily ofl8ct[ng lira petfot?riwtce ofthlsptocltlat TPO�'XQZY oftfilsA6A,Whl oeour after tlto biiplration ditto or if Hil o He boon n rovlstou 0 obangOln tiro mitlorin)s,1)so,and/ormnnulhotltro.q£flto pr6duot or process,Mtsiise of thisxlOA as mt ettdorsotnent of iitiyVrodnot,for ealos�udvofilsltigot mty oihoapurposos.shall A totrntioiillytorminnto tl►isNOA,Trniltuo.to comply�vUhntW.scatlouof j IbisNOA ltallbecausefoltouuliuttlgnnodzomm'gloMOA, I AJ)�L]tt'l']StILrIVCLPl :1he NOA nnwber pre>redccl by tLe aver cis Mlcuil»7�gda Couuly,lrloatdn,tuldlbllowod by the cxpJtahoncitite.mnybeillsplayedinadveitising[t tom ture, )fanyporltondgtlieNOAlsdlsplayed,theft ltsligllbodoae i Initu entirety. xNSI?J Cx'XONr A copy.ot;lhls a►atire N4A shtitl bo proYldotl to the use►bylltn man0i tnror tints dialributora and l alialtlte 4vatlnlilo;for.itispootlouattito3ob aite'cl:thexetltiestol t1��•iljl Ing Ofltolal. Ttilc 101i i evlses NOb�E 8.05.O ,OQ grid oansJete Q a p P d Q�i((ellbaliAge D-1,ns well as nppi'oviil docinnentrnelitlonetlabove. _,--'{�-���� �,- �Art ! xllesg6utltte�dQoume)t[A�loitwitsxevlowedb�; �(,'���'E ,ilk ir, •• ��M�4 �,1 t' NOA;�ToY.fi;U505.19 MIAF1•DAD6C0 Q 7 p✓ ' NUMNSIAMAUTPrC ,,,: •.," ' 1 c�tratloii Dgte;Barteirtbel, 7,01© r, • . ;. `„�l,; �,�provnlpnter�uly�G;20;15 d p r ` n i:1 0k' 2 �M, �Q •.n ' I rr r t/t Tin f�•��`\�`_yV . I , Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA#13-0503.08" 1. Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit, (24 I GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",slrects lthrougb 3 of 3; dated 03/142003,witli revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L.Shelmerdine,P.E. i B. TESTS "Suhniifted utr(ler NOA#13-0503.08" 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B 117,prepared by Architectural Testing,Inc.,Test Report No.C5463.01-106-18,dated 04/03/2013,signed and sealed by nary T.Hartman,P.E. 2. Test reports on 1)Uniform Static Air Pressure'Pest,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0205.01-13R, dated 04/02/2013 and 06/1312013,signed and sealed by David W.Johnson,P.E. 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 9'x 7'24 ga Model 950D Heritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 031.1.01-03R,dated 0 6/2212 0 0 6,signed and sealed by David W.Johnson, P.E. "Submitted under NOA#08-0718.03" C. CALCULATIONS "Submilted underNOA#13-0503.08" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and sealed by Thomas L.Shelmerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A., dated 02109/2012,signed and sealed by Thomas L.Shelmerdine,P.E. "Submitted under NOA#08-0718.03" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E, MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the Su'edition(2014)F13C and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed by mas L. Shelmerdine,P.E. arlos M.Ulrera,PX'. Product Control Examiner NOA No 15-0505.13 Expiration Date: September 4,2018 Approval Date:July 16,2015 E-1 I Y - , f • rmuu • r Ii a Gm w L'11WD (m-IYwIL41C ucA[MYASN[t]R¢ 1[s tMlbCt IntIR V/a'IDA ITCH /.� Vf lUH 1/�'�YI' D GA PL4I itN%CF ARM¢D TO V000 �'] xtY 1¢A9 SCv[Vl [t 4[RSP[(tL 1%vb XW DU l 1 9N IIb ILLTi AHv ID C 191[[a lA)RIG _ S•1xtS Y Tltiu(ARIMv V/ 1�%Vl cw Y('-Fl x 9Ie WK itlltt w i/VxIN• )•ILatlR CM iI111P9 <t�)m+'e,/�Ira IGD [S Aw IJJ[> l�Nm]a[la ftt1VtU tNJC NPC tt t�vILY fIDut[VL >2 I lut fG)PAt%tr -�.�,,-. � [C Al]MNCO VNA I K(FOl Ivci[r .`i V1'x I/[i0.1/Jn WIS AT11NMD Y/(U Va•• D I/r 161A R f[VS Al(JRY) a//'NCc fYAD SW[VS `�::y',y WM I/1•x O/Y . PG I4ACKC1 '..-... MY MAD JL>lYS Af .�•. nw Iwta,tzc " v w r][Rl�aw s¢1/1s(��JA2ar n ms[antral - 1TP�DP FKIVJESO � ,/INSv lw i0.K,G A M � Yak�'�'�x0 uD°ff)�L�ati:ii1,• �J ua eoua S[[RN([J]U PA.T i ITM 5 1TPICAI.VJR SALE C[N1ER IDI%S - S 9FLW99lt(0 SCClIm NNUfHII A xT.4 RftKI] (II J/IY x(i I-L/i• - T V-0 WY ADACHiv is NV3 11 AT EA lAlt AI4W(1 t - at R-tAbi JiM STI[JJN(9i RI I1y2y4A—OP IDnIIU A HP{T HL[to 0 � Ajpa /R�/1]O -- 116i] w IDP[Knox RLY n Vp n40t X •W T 1[A[S xxfOwwt S `� 3 't)NNL(1 l1IF i1rM F YT 1 ' E —TI R OPNY O)Dx PAR O C TYPICAL S E STJrFWR 5 ] JNII 2aAe%c1 KA[A J A KLi 9 ITu tl'D-1Nhb(RACK W fiLV]GT(N tlB b'6•IV TO 11'IxLL DOMa 1-ilYlt MlAbsv A ttt RAML 11 9N PAS! Nt CCIDRWSIOE ELEVATION WWI, ilauRun ¢v V/vlY/M VYa A .1R pF ff3D'PW!(f R'bvl6 DD[ R V/m 1/l••>/1' T. IYAv iwtw CmR.ttta i[410%R A A4IADIDYID)6 JOu�l1DADD M(U/R Sa j•Iv INA.,t[0. Y/lallml SGL IA>IU]IL ivnfA Iw¢tYWt )Yn RI NNv Is S UdIDAI&7JL ]ltdhl D6.' V/9•SIM 1'vLlLt RAUFItJ ATTACMa 'G U)YlAR ]A• ID[rt0 i[D.0 YI LV V V Y]/1' CN 9 n CA.Imxl � D lDIDDTIRD W W 4N1 Imp tta KD9 SCttvt PG CIRww cFCNON A'A[SIDE NE7'A vi: ' T IAIDbI1CTR�6W v,.-. G. auinJR11 7 . _ 1 ui4evi?wiat r,ZffPP-VJ4W fY x nu[L]]CY ItnAtcr RRO VGnuL '\DDW�,tY t1a 3� taAdNYYdAmellaYi DGYa7 lAAO ♦ F lAw/Lt pY]a�H s)LLr i/o'IHN - Fjp[ym �10��1A I1]INIMGF MSb PN 1J4'S)Oi xf H[P ui N l9n —10HAL VENT DETAIL A AIa(9 W 3.OSO OQ -49z TV K Z.• sA e•YLFAai%u�,L n' It—Y/R]IA• [f)AnJLMp Vito '..y e• a2JM(%Isl➢SCRCK 6 �PS"g�T p'�: Q OD4ILI O•• Yq V/'l9/1'IQ 1W e,e Sc[LYS !A'•'>e[I CtbDEI uyy 2 ir1 ' "'9{4.]T: TYP1[AL DUNnYATE FiID InhGEO AU i [n Cx61ml %D'T ( STATC GF ]i1ypP V n sw 9]SV STC.I�wpcD i[hE 1 SA•LA4 YISAE��I O.S��•.T 4- ?`\ a>/1'Nlft l%SYV S„iNtt� Ai]Atl toVtmwvi fLx/L�ItI .W,iiiiltT T•1 w W FIND YNAGt i C-''•�Gg1P.'`O�l>> } n"R�I_ o]IS➢4[ba[R l 10G-[-1LC AS 11r10N PA)�L A1130 Y% _ OP AU btIPY TJYDAEt RC9ITNJCE LARGE MISSLE FL 1JGii9%AT T]C,vi AYv OI>�1'(>I. [lo{INDiGM 2911M WIGIMC%CC iG IKlUl1b' A wv A4t ilily -- IMPACT RESISTANT arr la[wuct Y.atvtta[A.va o)»vw2xw.m[ CC':..ry-`•`•' =I.,' �-•.•�i = %'11,NL NDDYL ODO DHRICIDY(2{UA) Y900 1 EIbY.SRx RRI 2)ACRT t �� �pAnC- SIRL NDQMAI li IT INHI NINI¢D )f9ML D!a OAK 9WHII'W D h)alc 1D90,Y060 Iota IXO'WSs.uV LlR VA•Iml 2rp VM19)]/1'%9/1' SD9RD.lONO,F1VSIf,N1D O1X UN71[PNG(e O➢CJt<.trxKx IAlte D 14 FTx9 S[PNi wtY�4tID1 OI VI-YJ 9 MW% Man 1 u D].n• aau]xwx muv au aE [tAn/T dJ NI WA]/JJ SI�IR 10.T AR) f P[A YJS) D10.9 M Dn11A) B uoD Lr il( DIK MAIM Bd'r9516-169-2b ' TRA W CK MNIING DETAIL ] •YD7TDR YRAtXC1 ^ SO I IT S xT3 ) ) _ OPFdDCATtINR ANRDDIES 1.ALL TfE LOAD FftOU 1111 DOOR IS TRANSFERRED TO THE VER11CA1 TRACK. .E HO LOH�iAI JM U gtA1 FA0ERAREGEIKNO PO RON OOFF THE LOAD TRANSFERRED FROU THE DOOR. z EACH BCAL U frCEI=UAIDUUH OESIM(DADS CF. ♦S6BA ICS�FTAM& -394.4 m5/FT µU INSTALLED VV4711(ST ROARDSAS SSET ORTH BYADASMAED 4.DOOR SECTIONS SNAIL BE 24 CA(.07161 6611,CXTENOR SON ' ROLLED FORTED,VI/BARED QRT POLYESTER IRISH 0110M OF CARACE 5.DOORS UP/O 7'0'NCR CCNDST OF(4)SECROHm AS SHOCIL USE(1)5 1/Y R-TRUSS PER 5EC110N A(2)3-200A STRUTS AT BOTTOM SECTION LUX WID1H ICO' - 6.DOORS DYER(1)SECR FER ONS RE 10 TADLEB I AND 2 ON PACE 3 7.SUPPonTDiO SIanTIDIAL Elomm SHALL BE UESICNED BY A RECISIRED PROFESSIONAL g109 R FOR YNO LOADS DEm6N t0ADS1 I I y,)rl_LLL_111 DMICAED ON TARS CRANIUM Of ADDWON TO CITIES LOADINGS. +3C6.4 L65/fT STY TIDIE 2 D. T II APPROVAL RECIN«S 7HE NAINFAC10A0T TO DO TESTONO -314.4 LOS/TT OF AIL CONS USED i0 FAIL9CAIE D0011 PANELS LS""'7HI5 NOTICE OF ACCEPTANCE. A W AUM OF 2 SPECIUENS SHALL BE CUT MC"EADN COL AHO TE NME TESTED ACCORMKO TO ASTM E-B DY A DADE COUNTY APPROVED LAB SREOTEO AND PAID BY DIE LIAMWACTIRfEIt EMW 3 NOMS•4 T UES A YEAR,NNE MANUFACTURER MU.6LVL TO TICS DFF1C0 A COPY OF THE TEST REPORTS=I CONFTRIIATCH THAT TEE SPEDMENS(HERE .PAODUerk6VL961T IROINF(.7 RAVgPD SEL£CIEO FROM COTS AT THE IUNUFAOIURER PRMUGIM FACIUTf . AND A NOTARIZED STATINENT TROLL IRE oaplE'N�eL6f fhtN4 «�F.tl^ � '� DADE COUNTY 1NA1-NS NOTICE WFR CCEPVEID STRENGTH OF AaI.T&1 ITd16p C��B 34,600 PSI OR NONE"M BE USED TO ME DOOR PANELS FOR TDTI�D. DARE COUNTY UROFR TBS ImDCE OF ACCEPTMICE ' ' � k➢Acll M Pndal bad BY I DAtlm1(11FYJOb CNN WOOD JAMB ATTACHMENT TO STRUCTURE A AB ADID90 g1�T.kpO AID RlNEI SS P VOLIDDIEc➢1D 0/Ynl OT ➢!�!] .0 BCREYiA9tA911.14 6'T i mI END�S'T1ON N 1/E'talEPMNT) E A1IDSNfDlD11131tDi ctf61f11 RL 2 x X w➢ntn���eTY.L1➢HRLILLE4n vst CNNIy ETE 9 I—Xx61 COLT W-X♦'SIMIIRG 6• r 4IXW DH et DC Q IPo'fah VV MIT UIN.aw \L111111FIE7F p r InI6LT1 SLL[VE ANCF6t L➢•X Y-0/4'SHF(A4IWb N'FA➢N GIES iFICH IY OL«1/4'CNDCmIBITF \\I n p IVI.ArUv R u WO:�Tec¢ O—N�-t vXTRI 46 DN ql➢S TNER 2V Pc a VW EIUE=fr) oE9C�tPSE \P t'C19 NPStt4 I/1'X]'TREN 9DRLV2 STARTINT 6'FROM qmT,USE PAINS of Irlsiv NS -49.3 PEF Dd �~Off'\.tG- 8tD Q'APART)AT 1'uc«f/R'OIICPHENI) $ Z+� t 5 WLTI 1/4'%31-3H'1NIK-CDN III SCREVF STAATRG d 1.qi➢s,WE PADS Q` u�dE�' 004B• �.z FASTENLRs APART) B. � R MITm C-9 c hkf3 PS O.gOUI; _ iRI�.'(y�17 1L �,3Fi t IRLTI SLFE E V i FAST.— X Y-f"SFMFLYG k•FRM CNDS THEN Ilr OG D V1' �'D CHIL➢NUR>dR.USE FASTENERS EMIR Wll➢Y L-9S LLOCq .I. 9q .LAGS Nm NMI&CAII FL COOCEASONX 1011WIOC A FLINN HOUMIhG EUSAD& MACT ''y .PWARMICK OF VDD)JAIRS n CDERs �T''RCC 'SK�i F79 x o SCON"", I41LLw nOJ. FL +uF;imsu g� x 4 ��67AOCIURC mBCIWC sTM1C11l+C �{�` V II�W ��f2 0/4•I@I 1-1/Z'INW I- + I w9R0R1',NN OAKAU�9 IT(D C�9 1. 2000 VYMl'PA11kL'1 AVAEADLE TRACK CONFIGURATIONS I—HRII 9E DANyT ql ELE 61�1fi1 WgOW.ia A aol➢TT Htl DE 4Tpgn AC-9616-169-26 N T,S 9«IFOi MULLZo 0 File Copy i=l .ram .�,�...�.. .APPA0H APP110MASN010 ��qq F►NISIi t�iiCSll11MI� <!�NEJ[:C?'i p1i1G+11whIT li:9NU1'C1CVIk4�'ED +3MRYfAIR1►.M.'1i1iA110N Submittals are roviovied U colirorrlauto._%1AM design Intent I�IAIWIDADE and gmioral cornpllonco tAll ii.o.l�unlrarf Doc(u.aroi►ts*. I Nolollons Do Not Atllborize 011,11 05 10 0onlr a l`.-Im, KIAW DAb>;COUNTY fl IOVa1, CalflllrFWs u11d/or.COtiecti(jos da 61.rQii046 1( DUCT CONTItUI+S>rCTYON ' nt;PAR'1'ML+IVT O)+1DvGUr.ATORY !( j{8 �j �i111g1 �1 (I lldU(nL1 to " O1;N110 1 1. . 0 SW 2G Srrecr,Roont 208 BOARD AND CODE ADMII`rISTRA bR1i (rL 9BJponsibio for.CpaflJni ., jiti rre!r,ifrl '�l 5:2590 T(78�315.2599 N07['ICCIC Or.ACCEPT' ntiorntanao.sovleeonotnw 9 , ,a n. POT Xndustries,Xnc, b111IY,of ttiat;rials rsutt rL' S a@'`Nrdn�ttits t their, 1070 Teehnology Drive work 0111h Other tllq bird scod�r�T£,llovarr tr`iG'}. North Venlee,TL 34275 worii.In a ssfe rnti snlishat,��is�1rlAnli rltt,Ttir (I q�, SCOPE: with the Conitaev Ducpnmlits: . Tills NOA is being issued and. . tlei}61e rules and�x�-9a�'��,�, + ao/ u, n use of construction utateriais,Tlto documentation strbigiitte���ts; _ t 4!ev �vQ Ott iiht Dade County-RER � �' y''+ i+ Product Control Section to be used In Viol adv Liotmty�lttt +�i eI' isAe'it ereAt lowed by the,Authorlty Having Jurisdiction(AHJ). ' This 90A shall not be valid after tiie expiration date stated below.The Miami Dade County P oduct Control Saotioo kin.Ivliaml�Dnde County)and/or the AHJ(in areas other than Mlaml--Aado County)reserve the right to If vo this product or matorlal tested for quality assurance purposes. If this pioduot:or int terid falls to perform..$i the accepted manner;the manufacturer will inottr the eYponse of sudli testing find the AHJ rainy iuiu ediateIly revoke,modify,or suspend the use of such product or matoriAl wlt_wn tholr jurisdlotlon. RER resolves the right to revoke this acceptance, if It Is determined by Miami Dade County Poduct Control Seotionthat this product or matorial i alis to meet the requirements of the applicable building code, This product is approved as described herein, and leas been designed to comply with the Florida Building Code,inoludingthe Hlgh Velocity Hutrionue Zono,� IDESCRIPTXON:Series`TGT"Clipped Extruded Aluminum Tube Mullion-1,M.I. APPROVAL DOCUM,NT: Drawing No. 6300JR, titled "Impact-Resistant Ahuuimun Tubo Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, -with revision B dated 10110/14, signed and seated by Anthony Lynn Miller, U., bearing the Minntl-Dade County Product i Control Revision stamp with the Notice of Acepptanco number and expltatlon date by the Miami-1 nds Cocinty Product Control Section, LAI3>;)G)<NGa 13ac1> unit shall bear a permanent label-with the mnnufacturcc's t>fl�ne or logo, oity, state, moileUserles,and following statement; "Miami-Dade County Product Control Approved", unless othor%viso noted herein. Il N1;WAT�of this NOA shall be considered after a Tei Witt application has been filed and there has boon no change in the applicable building code negatively affecting the performance of this product. TERIYMkTION of this NQA will occur after the expiration ditto or if there has been a revision or ohange in-the materlads,use,nlid/or mflt iifaoture of tho ptcduct or process.Misuso.of this NOA as an endorsement of any product,for sales,adyettMog or any other ptuposes$hall automatically terminate this NOA.-Failure to comply with anysection ofthls NOAshu11 be cause fox tpy pination gird rotnovtil•of hMOA. AllyMI T1<SI';IY HET: The NQA no fiber preceded by the words Mlatni-Dade County, Florida, and foflo*ed by the-9xiilratlon date may be displayed [it advertising litertiture. If Any portion-of the NQA is dLsplayed,then.it sliAil be done in its entirety. "01000$1 A copy of this entire HOA shall be provided to tl�o uses by the maaufaoturec or Its dlsttlbuto►a andAhall be avnllable#br 100peohon at the job site at the equest of the Building Official._ This NOA►'evlses and rafts NOAN X4-1105101 had oonslsts•.of this page 1 and evidence pages]$-1 and EA,as well as.approval document mantiouted above The submitted documenttition was tevioweil by Manuel Perex,P: , i NOA No..16_-018,03 &MIAMIM�D DECOU . . F ilratlonDato: .MA .26`2021 x a � � P Y - f:OlY�17�.1 4 1lr!& A�pruvalDatct 4pri114 2016 1 • I'itgo l i r PGT Industries,Ine,. NOTXCE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings axed sections. (Suhmided under NOA No.10-0819,OS) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 tluough 25 of 25, dated. 08/29/11, with re•visiati B dated 10/10/14, prepared by manufacturer,signed and sealed by Anthony Lyim Millen,P.E. B. TESTS 1. Test reports on: 1).Ail Infiltration Test,per FB C,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic'Wind Pressure Loading per FBC,TAS 203-94 )Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 tbru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D.Brinson,P.E. (Submilted under-NOA No,10-0819,05) $ C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 2010 and.with FRC 511,Edition (2014), prepared by manufacturer, dated 01/29115, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1.. Miami-Dade Department of Regulatory and Econonue Resources(RLR). E. MATE RL41 CERTIFICATIONS 1, None. Manue a•ex,P.E. Produet Cont of xaminer �T4A N , G-0219,03 )expiration Date: May 26,202x Approval Date:April 14 2016 PGT Industries,Inc. NOVICE OE ACCEPTANCE: EVIDENCE SUBM[T'YED E. STATElV VWTS 1. Statement letior of conformance, complying with FBC-51b Edition (2014), dated Pebmary 15, 2016, issued by manufacturer, signed and seated by Anthony Lynn. Millei,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealod by Anthony Lynn Miller,P.E. G. OTHERS I Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded A.luminiun Tube Mullion — L.M:,I,, approved on 02/12/15 and expiring on 05/26/16. i r I l.; Manuel ,P.E. Produet Conti 13s aminer NOA No. -0218.03 Expiratian Date: May 26,2021 Approval fiats: April id*2D16 E�2 ll1TABLE FOR ALL LOCATIONSRE4U1R1NG GENERAL NOTES-. m�� 1 A NON-IMPACT OR LARGE AND SMALL 1)DETAILS 89OWN ARE FOR17HEMULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIREO FORTHE *�.'� MISSILE IMPACT-RESISTANT FEMEVIRATIONFRODUCTNSTALLATION.TYPICALAPPLICAMONS ARE S}TOWN.PAOH SITUATION IsUNIQU=AND SHOULD BE 8[ � EVALUATED BY AN EXPERIENCED INSTALLER FDRTHE BEST INSTALLATION METHOD,OPTIONAL IXOR 2XWOOD BUMS IF USED, GENERIILNDIES.,�.�-�.-,_,._1 MUST BEANCHDREOPROPrRLYTOTRANSFERLOADSANDARETGDEDESIGNEDEYOTM ���I0NS__ --NS_`I w FIGURE I: 2 THETYPIR AND NUMBER OF ANCHORS IS CRITICALTO THE STRUCTURALPERFORMANCE OF-THE MULLED UNTfS.MUUtCNS WULLT02Xcvo=__.,_2 ozy MULTIPLE F---DPeNtN6WIDT17 FaitvERaCALMULL APCME5Tp9E ) lAUU.T07X&WSONRY_.._._2 .. d MULLIONS RFQTs ULkRp; HA\BBEEN TESTEDA OMTHALUA7INOMTHEOH07 NcED 703EDfREODYA7YACHm 70THc NULU{JN DUPS,9U75HALL M97ALLATIONNOTES.`_.�_3 AaGJtI REDTARGULtiR NOTHAVEAGAP OF MORE7HAN 1/ti FROM THE CLIP. MULL7o MASONAY..--.....�_3 w SHERS2a SHAPE MULLTO STEELSTUD_.-.__3 3)THEANCHORAGE METHODS SHOWN HAVd BEEN DESIGNEDTO RESIST THE WINDLOAM CORRESPONDING TO THE REQUIRED m DESIGN PRESSUREMULLIONS ARE CALCULATEDTO DUI=T NO MORETF.AN LM B0.THSIJ"TRESS INCREASE WA9 NDT USED ANCHDR5PEc5____._.-.�3 z l 1 IN THIS ANCHOREVALUATION.THE i.S LOAD DURATION FAC70RVJAS USED FOR THE;VALUAl10H OFWCODSCR_E . ALtII.WSA7E DUPS a CA BAYM:A]-NSTAl1A7lON._,....4 O 1X2X.125MULLG-r..Cs...._._s 4)?ROPER sEAUNG OF EN71REASSENIBLY(a THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1X2X.376 MULL9PECS.._-�.,..6 "-I yl INSTRUCTIONS. 1X275X.376NutLSPECS..,,r v1' \) tX27fi X.65MUI1.SPFCS_....,L Z '�o s6E DE7Atts I r / 111 /111 5)USzVECOMBINED WIDTH OR HEIGHTOFONLY TWO ADJACENTFENES'TRATION FRODUCTS700ETERFANEPRESSURESAND j X3.t26XS00 WU.5PECS..�4 p o D ^`^yI 1�G ANCHORAGE PORTHECOMMON MULLION. EXAMPLES ON THIS SHEECAND SHEET 24.FORMUL7IPL'c UNITS,CONSIDER Ci4 X4X',S25MULLSPECS.=10) � I= m � _ _ ONLY TWOADJACENT UN17S ATA TIMEWHEN USING THE DESIGN PRESSUREAND ANCHORAGRTABLES.Tm--LOWESI'REBIGN X4X.g'r6TUBE MULL SPECS_11 F C� �^ -r SREE152S 1X-0X.376°7•MULL 9PEC5..._.TT 7f J PRESSURE OF MULTIPLE MULllONSORFENESiRAT1ONPRODUC7SSHALLAPPI.Y. III' 'u6 X 3.t86 X 7$6 MULL S PECS._72 I; ITI II u .t24MCS� ZHEcm 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAvB ROUND UP TO THENE5Cr SIZESHOWN ON THE TABLEM). sx=Ys244 SPE4 WLLLL YDR t.26Xs94X.824 MULLSPECS.-AS Z x LENG'rL CaRMWfAL 7)ANCHOR EMBEDUENT TO BASE MATERIAL SHALL BE BEYOND WALLDRESSING ORSTUCCO.WCODBUCXSBYOTHERS.MLISY 2X4X.26 FWL'.SPEGS—_..t6 J Q ;,gZ SEEMSTACE BEANCHORED pRopERLYTO TRANSFER LOADS To 7HEMUCTURE.ANCHORS SHALLBE COATED OR CORROSION RESISTANT 2X 6Xaa MULt.6PECR 17 < Go �� AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILARMATERIALS SHALLBE PR07£OTED AS REQUIRED TO PREVENT Jo-X,25 AYWLULL FCS _to IU r- Jo•X3,258AYNIUIIL SPECS____t3 � I"• Q N Q REACTIONS. 45•XaM DAY MUU SPECS.,_.._23 Q O Z MUIIJOR&CLIP DIMENSIONS-21.2S I- Z4 FENES'RtATIDR 8)R--FEtENCE'C--TREPORTS:FTL-6443;FLCOULTRAMWAGGRE4;A70RNOA'S EXai,IPLE5i 62—._._,._...24 _J. -- a PAOOUCTSdAY LOAONGEXAMPL:S_ 2S fn 6EDFANYTYPE 9)MULLIONSANDCUPSHAVEBEENDESIGNED&7ESTEDTOCOMPLYWTTH7HEREQUIRVENTSOFTHEFLORIDABUILDING I W R R MUST BE COD= AND ARE APPROVED FOR IMPACTAND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLYTO BE USED WITH UL to 1/ illy_ 1VJNFACNRID POT-APPROVEDMESTRATIONPRODUMIIAYINGCUFU ESWAPPROVAL9. 3YPGT. O ¢ O O R Z oN In 10)MULLIONS ARE IN COMFLIANCE FOR USE IN THE W41-M �sEEDE(W's ' 'Im hD,GyI: II)QUANTLTYOFUNITSWITkUNAMULTIPLEMIAIEDASSEMBLYISUNLIMl7£DPROVIDEDTHAT,HESPANANDOPENIRG o x a--�s� Batuzoh'TAL gHE6Ts 2a WMTHAiFJGHTOFEACHSNDMOUALMULLIONCOMFLIESMCH7HEREQUIREMENTSOF7HISNOA. MULL LENGTEI HaR20NTAL MJIL INSTRUCTIONS: LENGTH ACDIYIONAL e7CANPLES OFMLQLCONFIGUPATIONS- 1)DETERMINE THE DESIGN PRESSURE RECUR--MENT(LBSIFT-}FOR THE OPENING USING THZASCE-7 STANDARD. i �•--CPEtONGwtoYH--i ---HDAa.Muu.teNGTH--1 2)CHOOSE AMULUON TYPETHAT WILL FIT THE DEPTH OFTHE FENESTRATION PRODUCTS FRAMEDEPTH- MULL S)REFERTOSHEET2STO DTIRMINEIFTHE WINDLOADWG IS OR-TRIANGULARTTRAPEZOIDAL7. q rn&I� 4FMD7HEC'rIOSENMRILLION'SMULLt0NCAPACTTYLLe51FT-1FROMTABLESIATHROUGHISA,ONSHEETS5THROUS144RESPECTIVELY,USING J'RWUCrREVISFD ) mmnplyiag wlU�i4o Flcci's HEIGHT THEMULLIONTYPE,LENGTH AND OPENING MOTH OR HEIGHT(DEPENDINGIF THE MULLION ISS SPANNING VERTICALLY Olt HORIZONTALLV}THE Bp,IJng�r O�WNG I A Lt HORRM y VERY. MULLION CAPACITY(LBSkTI OBTAINED SHALL MEET OREXCEED THE DESIGN PRESSURE,FREOUIREMENT'(LESIFF)FORTHE OPENING OBTAINED IN A<arptwcoplo lCo"b2-fig° L19 I d } LENr7.q .l6UfU. l �UUULL NGTTH STE?S). -- IRJi 77a1r 1�,Q fi,I i I 9FROMTHESAMETABLEU=DINS;EP4)ABOVEFINDTHEVALUEINTHENEXTCOLUMNANCHORCAPACITYREgUIRM(ISSI.TFISVALUr- �' f, REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BYTHE ANCHORS AND MUST BE MET TO ATTAIN The FULL MULLION CAPACITY. OPENINGALMV FROM THE ANCHOR CAPACITY(LBS)TAKE ON THE SAMESHEECANDUSING YOUR ACTUALSUBSTRATECONDITION(MULTIPLE O�.(•LYA.N/��l�i��, SINGLE MULLION SINGLE MULLION FDRYFA7tCALMUtt DPEt6NGw:aDi ANCHORISUBSTRATEIANCHOR-CUPPA7T ERNMAYAPPLY)SELECTANANCHORCLIPPATTERNANDVERIFYTMTTHER5QULREDANCHOR �� .��: -.((. FORVMNCALiWLL CAPACITY IS MEC '�; MULTIPI-E MULLIONS SEE CORRPSP=ING D_YAP.S 7)IFTHE MULLION CAPACITY(LBRIFplOBTAINEOW7HETABLEISHIGHERTHAN THE DESIGN RESSUR&REQUIREMENT0BSIT}FORTrRE =T` Na,58705 FROMFI6TIREtABDW OPENING,YOUMAYUSE7HE-ANCHOROADACITYA-OJUMMENTFORMUW'fOOBTAIN'r LOWER ANCHOR CAPACITY UEOUIRED.WITHTHIS - I VALUEA LOWERANCHOR CAPACITY OPTION MAY BE SELECTED FOR THESAME SUBSTRATE 'v:' °- - ;�•----fib STANDARDS USED, 6)VERIFY THE DESIGN PRESSURE RATING(LBSIFT�FOR THE FENESTRATION PRODUCT TOBE USED AND COMPARE WITH THE-FINAL MULLION :� •, 5 TE `�Cl/ •2014FLONDABUILDING CODE(FBC)STHEDITION CAPACITY(L8WFr-j OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THETWO SHALL A-PLY FOR THE ENTIRE MULLED FENESTRATION %•(\°'•-,ZOR}Dp,,'' -ANSVAFBPA NDS-2012 FOR WOOD CONSTRUCTION PRODUCTASSEMB`_Y. �;r ••-' �G� -ALUMINUM DESLGN MANUAL,ADM-2A1D 9)HIGHL'GHT OPTION USEDAND7ABLE VALUES USED INASPECFICAPPLICATiONWHID4USINGTHISNOATO APPLY FORA PERMIT. •AIS1-S100-071S2.2010 A�h N�(Y�I�i 1Pr�1�•c FL P.E.m58705 i to DETAILA; 1`ykC a DETAILB: wluSHx$s c MUf1TONTD'7XWOODBUCK �' MULUONATTACHEDT01X TYP,AwpIDR ;iQw OR WOOD'FRAMINO. WOOD BUCK AND MASONRY AND � � ` OFFSELCLIPSiiOWN( ArIA*OAW sEESEETAIM51114M) (STANDARD CLIP SHOWN) , DYvrll&s, MUII.IRt '!t' t16 LL I'1 DOtoN O L t, ':I r l_ .SEC'HEEI" _— _ i •"....:.f..�..,.` ....r •Oco � srANDARo 1 clLWA71m ° 11 1 DFFSETAAILi. EOGE., o c 1 EAGe D1ETJ. &t®7AeLES e = CUP WYee' I WTAHM e • ME.. R�CiMAR�DY ,.4 y 'I: I FORN9CD. I ANCHORS Ill c( • •Yro5 N5fN00 ��., `SCTIEIYS ♦ 1,1 - DO c, OF �alrsti�t>oR 4• SIDE VIEW co.! ASLAWWONS a. �'Z ID a• OFFSETIAIU. Z a ; _a• r EXTERIORaBY F- aZ u• 'd EaO6 J ...a''' .5' OGTA�CE •4. T/EOFF=cLlPIS AhMHCRS u. ;Z Z ,p EXTEMOR •n R Fw Fax a- rA g Zo 0 =��ALSOS co `a 6AFRFR MTTPM U Z rn O O TYP.ANCHDR M ANCHOR PEFtGLMMPXFM / 5M7AeLES 10.1G9' SEFTAeLES iB-168. D n ctsT SE--TABETA916 ,pAELtk DUL167gIP 18g68 T r::::��. ATTAC WM -1Rm GASEOIlENI'•• r 4Y OTlIeRS. swNDTET... A a L .••• -BYOTFffAS s 2•;�_ T a S}h$T 1. - ti h'i SEENDiEL •.:•� c ti ':�;� .+„ .: •�' - .{ 1 T.L77 tt RSICOHCRflE ORCM SIDE VIEW FRONT VIEW FRODUCTREVIsm FRONT,VfEW t�ammE1vtIECeSdmiiir AmptmmNa 1,(y�y2.1$Q� RiSTAUATION NOTES. l' � �Qp2T i)ANCHOR F1+19okEkTTO BASEMATERIAL SHALL-SESEYOND WRI.DRESSING ORS=M BY tf—ani teleedact C•lszd _ _ _ Y Uv ,O LYY.BEC USETHEANCHORCAPACITYISHASWPARTLYONTHEANCHORTa. CRORDIS�TAANO'HE - ``���1oNy CoRREOTQUAMM,,ANDLOCA710MOFANCHORSMUST69FOUAWEO,RFFERTOTHETABCESONTHE 1 RN-uCFNSg'•.F� FOLLOWWS SHEM.FOR OETALLSA•D.MTHERT14ESTANDW OR IMTEWORCUP MAYBE USED. ,.3)ANCHOR READ TYPE MAY BEPANHEAD,HE)MAD ORF1'ATHEAO, Na,58T05 4)WOOD SUQiS ARE 0P710NAC;SEE DETAQ CySHEET3 _ LL,w, '�ULTR�OCONORt3 OIM.&:�APPLICATIOMIN GGRREGATORRIA0.oNRYANCgO�USE •DADECOUNTYAPPROVEO '��^�p''.!cLDR10?:•'�(�_�• ONA1. A L1fNLCIM) P.E. FL P,U 587OS , sl ILI, ' s - pETA1LE: o�n�ry DETAIL C t .1ss MIN MULLION TO MULLION INTERSECTION NOTES h MULLION DIRECTLY ATTACHED TO MuwnR (U-CLlP} MASONRY STRUCTURE i}MAY BE INSTALLED IN 1'EE•OR°CROSS" e o (STANDARD CLIP SHOWN) ]NTERSEC'ilONs. c•qo vAFo6s gx x 2}MAY HE INSTALLED HORIZONTALLY �+ I (SHOWN)OR VERTICALLY. ~ I TYP.mCHCR N 67hiFR7HE I I Pensv wr- `o}SEEU-CLIP DRAWINGS.SHEETS 2123 -asm srANawnoR I I sEEaBtEs1B'1eE FORCORRESPONDINGMULUON. v) �� Ill 1 OFFSETMULL I I,g- TOP VIEW z WST MAY M DDY Ij I I -„ ECGE 615TAVCE MUWoH O 1 1 1' FORMPSONRY VARIES-�- -{ J ` LU 5N'FFiOO 1 1• ANCHORS N'GF•A�0.UNOP ORPRE-DRILL � L'3t en ` \!�+ MU[1d0:7AH0 USESNS 0 m m o r '• . d ` 1 da-' .t MULLION Z � EXERIORZE EOGEt55TPNCE d ,'.� > fTHE Mzr=FOR ff U$ FOR MASONRY + 4i FlNFANAEb ,[_,301ERSECRaV �1 ANCHORS •{gip ••�'( ASOSEUS✓=DFACY U-CLIP R J p 8� ..a + • pTHERFRALL�TYPES EJCi J210R Tl moliOR 2 z Q PfRGUeS'fFATE d .O � G O Z SEr TABLS13-13s / P9 C FR u9RTE ROLELOCCNs H g^ eoCKSTAND sEerABt=stsz,9 FRONTVIEW EDGE o w AND ATMACHMEM• DISTANCE r m BY OTM2RS, •• STABLES 1 I--• m y} •.•••�,• seENOTE E1,4BC-0) '•� - .. SH:ET1. '..-? ', ` Eav4 LQL- - p .:=.4 ;�. ',`,. ••T• •• r • •r�,bISYW�CE �� wlit SEETABIESMW2.7H51 CONCRSTEOR CiAU L9NVKSICCNCR-TECRCMU 1B43u `SSEV!EWr-+Z•"� FRONT VIEW SIDE VIEW DEVIL D- - MULLION ATTACHED To STEEL STUD (STANDARD CLIP SHOWN) UDTURE INSTALLATION NOTES: Tf7.AVCHOR i)ANCHOR EFABEO.l4EN7TO BASE MATERIALSHACLBEBEYONDWALLDRESSINGORSTUCCO, a /�PERSuasTRATE. � � / SEETA3LESTe AB 2)OUAN7ITYOFANCFIORSM'D MULLION SIZE SHOWN ABOVEAREFORPICTORIALREbRESENTATION SZESHESTG ® PROC=FYuMED ONLY,BECAUSE71-IEANCHOR CAPACITY IS BASED pARTLY ON THE ANCNORTO ANCHOR DISTANCE,THE z>•zs FOR ��eorupiyilg Wlth we Flectdn CORRECT QUANTRYAND LOCATION CF ANCHORS MUST BE FOLLOWED,REFERTO THE TABLES ON THE �� �� HOLE B3ilool8(bdo ,OomadING 51EETS-FOR DETAILS A-D,EHERTHESTANDARD OR INTERIOR CUPMAY BE USED. ��\`. LoOAmoNs Acap—tNo L$•&S CxplrnG nThlo 9D2} 2)ANCHOR HEkn TYPE MAY 13EPARHFAgHVHEADORFLATHEAD. �� � BY 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. © NTH• "Doft Ihoh�eC 5)FOR MASONRY APPLICATIONS IN MIAhWDAOE COUNTY,USE ONLYMIAMI-DADE OOUNTYAPPROVFiD O 7AgCE \�� S,YP2N ELCOULTRACONORELCOIX S.S.AGGR€GATORMASONRYANCHORS. FORSIEEL.y 'HNNERT'VM SEETAetEs `�` pJ.•••-•••.11�(Lc��ir FRONTVIEW 1aGAANDCCIPLLANTWRNTHEFL8UILDLVG 75f3B ��:��OENst •,f EXTERtCR AVACh EW DY OVEKESR. USEWoOD ANCHOR SPEW SIREVtEW =n� DID.SCilDS � ('+�AAiJd L O 'tu KE Z 1)FOR 2K WOOD-BACKED STEEL STUDS,WOOD % i•'•, 51 E OF ANCHOR VALUES MAY BE USED. '�at�•'•.,PLCPSD.I'•'..f \� 2)SEECORRESPONOINGMULLIONTABLES. Ar4j. ,•�q�..,���` - SHEETS S•20,FOR QUANTITYOFSCREWS. A.PYNVII>'i14LE P.E. r-LF,E 587IL9 OEYAILF: DETAIL G: DETAIL is FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION F'r (-CLIP) }ANGLE CLIP) (ANGLE OLIP) �p SEE DUMLS A.E w�a SHEETS2NJA 3 MRNS ALIATIQY 3P OR45' — TOSPECIFICSUBSTAATCS. I3AYMULL u. CV MUlL10H -- � p p z <a O O O O O O O O Q '�u O O LU TOP MEW SFDE VlFW I m U c B O st�wvwrttrxh•x.tzr TOPVfEW ��9 1 Y m N M 4Uv]OH i $i yy I f k,,, O to J I I 1 TM ANCHOR Z � EXTERIOR 1� I t � I �-pERsuesrnATt; 5 >- � 1 I 1 SEETISI.E:I3H OR1B7 Z_ Ug 1 TYP.AMCHOR ` 1 eTANCAR WWOXCQP I I ER MatWRATE, I I I EXTERIOR j t7o& G oZ HOo>h>Fa TOFY'F7&a I SEHTAaLESta.1Aa I i i �--( < z r �. I I I 2PERMM CHCR� d C 1 i t i 7 2 PER MLiLIOH ENO,t£t16T8E � � i 1 1 11 iNSTFLLEU tNSIOEaPBAYMAILL 1d-• JZ q C MULLIONID �05e- i G♦♦ Sj 1 I I ANME alF F; TO rnl ♦ I i 2PERMLWCw ENO, V ¢ } 6L 1 L I MUSTBELNSTAt1E0 ` ¢-w Z Cn �TYP-A`7CHOR C5 PERSI1957RATE. - SEETABEESle•N8 IHrow000, 1 EXTERIOR CR 40NRRY IIJTOLVOCO,STEEI. STANCARO CUP 70 BE ,r..T+-it1oR ACUM,CMUORMASONRY MDD'FIE6MFl la11. - EX:ER1aR a �F ypC�Oi'GNOL+ -Ct7 'C� PRC"AVCi RRYISbD P as cemplNoB Wit1t tiro Flo(t% 0 1 ® rr avr�oGSYEa �� F A Mm m IG-a218 p3 ® 1 ® ALUMMUORMASONR1 _^OGE P.kaj191iYLLtfip 25 j t OISTAXOr By PER .-\cwTti uo&" EWE ANCHOR h Pr°RANCHCR O NOTPS FOR INSTALLATION OPTION G B H: +\\�to��L. N•,111��/���J f t'07 FORINSTACLATIDN OP710NSF 1)WE 2 ANGLE CUPS PER MUL[!ON'cPfO.CLIPS MUST HE NSE.RTED INSIDE OF!MULLION- '<�;'t}GHNsf•'' 7 1)OEi AIL IS NOT APPUCAHLc FCR THE BAY QR l2G X211'X.125'MULLION. 2)DETAIL G:SEE TABLES 58.14E FOR ANCHOR QUANTMES AND SHEETS 21-23 FOR ROLE LOCATIONS. 2)SEE TABLES 1Bd3B FORARChOR QUA14-MIES AND SHEETS 21-23 FOR HOLELOC4TIONS. gl 0ETp71 Sl:5EHTAaLES i5B OR 1b8 FOR ANCHOR aUJ NT171:s AND SF,e'-Ef 22 FOR HOLE S)THE2XG CLIP ISNOTSUMAHLEFORTMSAPPL}CATION. LOCATIONS. �•j�',. T£ Z�,� ft�VVyy��yy�R E. 1 FL RMS ` �b d , `TABLE TA M➢IFOG Ca es Tama bs1R' n e� • apeaingYY7dyr(fnrHvrNcaftpsprnirgmr�uiH)crDpaOingNBlghitfarindzorJalliKspafiilgtluNors) ��kd 60 Id rA In 74In SOLO s3N SOON S29m 1401d ft*np a 1mgU g, Ronlaoy.Ov 7teprfdsng. Rncbnplu 'ftVM602 finelsnlpte: 7mpmtelq, R➢Rln2omr 7m71am0D• RWI.N ODr TrnA?Aaro• 17orengOly 7rapR'Am9• Re�Dwil TR9Rfs00. RtttwDnlar TmpridenF o a w i XZ X.126 laOdm IxdnD ln➢dr.D lnadrq L. LsednC Loadm L➢Dft LwdnD (mdr4 1.oadND imdlq Lowing LOednD Lwdnp ta12(n➢ landnD Lwdn9 vY U At➢m.T166 k u & r K € 3 £ F x s r 8 r & £ & $ a� a s a s s " � g a �- H cr cT 6 b 6 a rT s 8 a t9 8 d B tS 3 a S J a s'� a tY o m €_ n$ s s s $��s s� x� s F• s� a� ��u¢ s€_ ss� s� s� >_� g �� �a s� U) y L- �c '�. d~e �+ z 2 •2m v5 '�- act $r s a iS <-'>g Ya41 O - h 421. 111.91 ArA IMS 332 K'A 402 116.E zz9 793 A03 ICY.6 321 69.0 AM 104.4 S12 721 406 104.0 319 65-9 AM 104.0 410 ASS AM 104.0 319 us 40a lot 1) 319 =0 406 im.➢ 3f6 4eN 74.0 312 87.➢ 23O 62.A 212 T34 = =6 312 570 1 248 ASS 0S2 d12 24O '(1.6 3f2 ef] w 376 312 no 244 312 3f2 6L0 24+ aaa ]12 01.0 2A4 214 312 OLD Zia y 60.42dtn tl.8 2W 7(16 234 W3 Rr OL8 22E 4SO 281 aS.T Q4 33.➢ 28(' S21 22L ]55 2Df a07 2I➢ 3l.0 7J1 493 21D 26S 781 49.] 219 228 261 Ala 2t0 20.0 201 493 219 'ul o e 0 S4N 823 241 573 20T 4S.H 2V 49.S 2D2 ZZO TO 1AO 109 729 2F7 F7.5 Y96 2A2 7A7 39,( 1➢i 26,5 20 38A 1H3 2f3 241 3b1 193 SO3 24'r 30.1 7A7 16.4 21T D0.1 193 m C r m g60h 36A 203 4L2 170 32e 213 35A 4Go z7.4 2M 713 161 9AA 200 23.9 16O 2L1 200 27.1 164 192 2C6 25.9 157 IS9 200 23A 155 •'- 3 c1Tt 33.1 1ai � Y56 27.9 In 30,3 H92 2SJ tof 289 1(9 21.T tat 2,43 146 ILA 151 2Zd 144 D0.3 191 Z.7 N0 E 861n 203 tea 3Ad 142 2+3 1s5 2m 139 2OS 166 231 1]➢ i0.9 i66 21A 134 721n 222 f79 7A3 f20 tO5 134 t9.9 1f9 !69 1>n 1%6 ttm $t12 781n 149 ia3 19] Ito 16,7 E9 /0.8 SOr u eZ T61n 17.5 I III 18.2 124 1 �'• c .-. a $ o TABLE JB ANCHOR CAPACITY ADJUSTMWIFORMULA: ¢ _4 ap F Dp Anchor Ca Bet Table bs ANCHORCAP.�,,,c o�r SUmUe1G 22k c-M. 3.8k 1bz. Rmd4f2AU ♦1i{+dSYdV PTY7nad Neal (D r)y.( )=ANCHOR CAP_ 51 rEk0 17OSS l7ee 910Eme iWssm9. MD"W Itt291od 41psitd MULLION CAP,,,,,,,r,, LU Armmf7YP& 31Irs1.DOD A 114'Elc9nrtmm 3/1D`E{:oIWDDeF 116'EIaU Uaaem fly �rax ARch0rC11pA3Nefna L'0rs¢31 Aa1'r.Gwr II➢temq Apgr96amrsnmxlG5lsanw(G salewLGs) 115ETH15FORMULATDOHTAIN774E'ANCHOR 6dpa i7.slzw.MY. 1" avr 1 1• ztrr 3-Iw 1• L`Srr r 2.1rr w 3418' r 0.48• a-w dA2A• CAPACITYREQUIRED`CORRESPONDWGTOAN 1•- X •Yy =leUodmmlllnS rSP `,Sle 1�R• 1.3f4• T 1-114- 14fC 1.114• 1 4114• 1.1A. 1-ve r tale' fall wdoe ACTUAL PRESSURE REQUIREMENTFOR W U 2Av=-M 0Us•Mi1.0.,IB1m4mdofpud alp(FN.t) an DD 100761 4501m d•4D!M 104Ra 270= MIM .441Us I 7401m 274MI 68H1W D+OU M- 4421m DM DC OPENONG,WHEN rI'ISLOWERTHAN THE WAUCN jt,d� �40 to AA1t1lU�@1,1s Mln.pA.rsinnead(erOL:r0 G9(p'p.2X 450L'e 700Ibe WA VA WA WA SHO1m FCJ. WA Nu WA WA rBZRrs DBslm 7tt01m CAPACCIYrRD?ATHE7AHLE)OFhlESE1ECTED .tea 4ArmM3l9 a•6N•afLr C42r6AnmeS7ge 11Fp.3k T401a3 7801b. m1b. 1500Iec 1a9em. 5I01m ewfe3 WA left. 7481W Main 16921rs 852:Y mstm Stz tee MULLION.rrWILL YIELD AAIINNUM ANCHOR .�'^O 2AMMO GgAS Mr.CL%jU4A10•inie176'MI(e.{F11,H7 WA NA WA WA WA WA WA WA WA WA NA MA WX NIA 7131m CAPACITYWHICH MAYBEUSEOTO QUALM t An9hafl PC9D iFh.B. 145 A3 SS61hc 218 e.: I<61b6 322Im 134 DO 140 Pc 177 me 370 J91 26714 3O213s 473Lsr '70[m aflm 200111s ADDITIONAL ANCHOR OPTIONSFROMTHE 2.1r1➢mnA1,13•MN.OA`JTC1y 1F1R df: 2+OSW 39010r N1A NA NU WA 190Ibs NU WA NA WA NA 3411m 4521m SSOIUe ANCHOR CAPACITYTABLE. NOTE:FORTHEOFFSET CLIP,IISETHE SAMEANCHOR PATTERN AND ANCHORVALUES ASTHESTPNDAROOL:P. FIC"URE Sr PIGURe2_ TABLCNOTES 111-2 CaTt1171SE7J 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET26 FOR 1NFORMAT(ON ON LOADING. P omplyirngwL'f tilaRlXi>46 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .�1.000" I` RaUding Code Aeapt3nmNo g'�J 2)LINPARINTEVOLAT70NBETWEENMUILLENGTYSANDIOROPENINGWIDTHSISALLOWABLE FIGURE 3 I 4 9)MULLION ANO MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACTDIME NSiONS,SEESHEEr52S-23. M11iyn()Y.f10YmduC ® HOLFSTOHEDRILLEDIN7HEAECDFOLL,DWXNGDIMENSIONALRE5TR[CT(ONSSHOWNONSHEEY521-23. 2A00" (/ FIGURES SHOW SUGGESTED,APPROXUATE HOLE LOCATIONS. ANGLECLIP MUST BEUSEDIN PAM. 4)SUBSTRATESI CONCRbTBSHALL CONFORMTOACI50'5PECIFCATIONS HOLLOWAND GROULFILLED •ice" `�,�o�(�YNN qq���F����' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM ISO.WOOD SHALL 9E PRESPURE-TREATER `���`r'�ActiySF•'••, FIGURE41 F.GURE5: FIGURES YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALLBE S06376 AND BE AMINIMUM OF.I2S ••.%1 THICK. THICK AND AmAMIT'tlMtgORSINT METAL NDAT EASTRUCrl1RAL5TEEL BEYOND i"X2`X•126"MULLION =�1C, Hp•y8T03 J LEAv<.S2i"THICK AND A36.ALLANCHORS INTO METAL SH71L E7tT'END ATLFAST35Ci2�'4V THRzTA7S BEYOND THE MATERIAL,010&Ai2ANCRORS INIOWOODMAY BESTEEL,18-3&S.OR410S.S. '!`sue U( �• `/•.:W- IL ' ��n''�'•..FLOR,10 ���� FL P.E.Y B8705 4 ,BLE 2A A7uttlan Callodly Table AdflfD y K a Openlrsg Wl3th(forv9ncetfg-6Dannc3 gunatw)aropen7n9 HatShtitortntfWN➢7�syam'r9rnttYons) E �, SD In BDin 701n 00In I Bolo Imin S2D In 14013 IE5h w s Ractmmular Tsp•Tdmr4. ReclappuSt Tra0 m0. RWm Wl;r TmPTdWV. Raetmdmr Ttmp7dng Rec=he Tmpmmarp. Ractovull TmpSHoy. R-:b 4omr TmpTAa9• P=UWwr Tapmfam• RmdzV lv 7r�Tnrm D 1x2z.375 Laod10,7 t®an0 Lmom➢ LnminO L.,. ";Ov Nato L=dhii I'no Lone LwSM LWkc* Lct LaadND Icidn6 1mJD0 Laura tapa0p cl x� muulDn & $9 s sa - R� 2s z g� a III $ g¢$ k a ag a $ a Z9 rL ¢13 Ba s lip 6 Cr d f3 d II^ $^ a n a tS � a l5 GV �x �i a € oil it 411 K � � € Z Amy . 6B,9 421n vac om 17ac 415 SSL3 5 17am An 12T M2 90.0 W6 912.E H1 19,5 S1E 1Ca9 OM 169 617 Me iMs $17 7a7 iS&2 D 1 As). 171-6 SD7 13ao 410 101A 5W 110.2 41D 1 to wr lou 401 ma Oar YD2e 2os 679 or ➢D,6 wr mad wr oRD 2Dt 60J bW 69.D 2pb 47,q 507 D9A sal 3R0 La7 175:0 09d "f T M.62519 ID27 4W i119 37➢ 0a4 4'A 9a9 371 74.1 40 me =4 D43 456 MD a00 L7.6 4W Lt7 267 SLd W o0.o 30o 431 4w mo we 9f.0 45O 8a0 256 32S d58 oa0 370 Vi T2 54Tp 65.4 40a Cla 3M 71.2 4W =2 322 M_0 40D 7ZT 012 SL4 4OD D7.3 3iD 47.5 CO 64D 315 427 400 623 314 366 CO -6L2 03 WX Am ete 313 D87 {pa 6f,d a13 [1f O m o F y 5016 62:, 32S WA 270 OS0 =4 37.5 270 445. 324 S1.2 Z4 =9 =4 459 290 31.6 =4 43.2 2'f7 31.1�3v 42.0 2S5 2SA WA {0.5 2S7 222 7i4 4a6 2A 10.5 274 43.5 25.I � c) (n Ah Sie 2% STA 262 44.51 274 412 2W aM M �L40 241 31A 294 2R6 237 Me =4 sTi 234 219 294 JE,2 = 22A 29( 315 2m lb3 294 33A ZA1 16D 2H =4 MN 466 265 4➢S 23D 3R0 ffie 424 273 314 25E 3Y.5 221 �.Z 2f$ v'4t 2fm 26D 2E8 3t3 21S WA 251 29,0 21Y 103 2W 2D.D 2M 167 26B 277 2D0 14A 12% 27.7 am X 7214 35.D 275 a79 i➢6 Cao 226 312 191 sT 225 211A 1W Z26 025 2h6 YES 2a0 225 2L4 1a2 ta0 22S =1 WO 15.0 zS 2DA 177 t29 =5 10.S 776 1t3 225 1a6 176 w F 73 81 3D.0 2LE+320 177 DES 2il2 274 173 219 27L 23.b 1'N 102 20'1 2t5 tE 1r,0 2M 597 S6S .153 702 169 163 38 2D2 16J YED lad 202 tE.b 138 E.6 202 i.8 159 78M 92 211 US =7 1 172 1 22A 1 162 V3 t92 19.7 150 Y52 10 14.1 13T 14.2 1E2 193 iss rid in zz Y5z 1mi 192 14.4 150 11M 192 142 750 Q � >• .�• noln 165 44 iS0 11a 14 tai IZ" 162Y07 G `ra c „S TASLE28 ANCHORCAPACITYAOJUSTMENTFORMULAI Anchor cu IN Table ID3 rANCHOR CAP;,,a„•„\1 W Xr swnmlC. 2.7k Cmnemm 3sRcaw. xmlloW alu FaNa UDr PT Norm L4ctv1 (Oa)X\MULLION CAP.,,v,_)a ANCHOR CAP.,,, a " , Dted•:7w •U4'SS Elcp 9tl•Elm 11C S9 Elca O16 Stccl Sl2 slenl d125IDd ADWflyy: 3itS tlnm lRmcm tlC EkeU0m:m1 Or15 Ulm Upmun tA'E.'caUlLsem - 1� Nl AlthorClipPattemd t>ruecon Apnaac0! Ulfracml A0PaG0ta scmtai)scte1ti65) somr4cs) USETHISFORMULATOOBTAINTHE'ANCHOR U X d EaroOxwtrm�k t• I 2•V2` v 2•vr lt2` S 24r1 I 1• 2.1m z• 3.11a• Y D.{6• DS4• a024• CAPACITY REQUIREW CORRCS ONDWGToAN •r Z. .<attnt0 vs4• ts'C i•3ra 1-0/4• T 1-v4• t•v4• t-tr4• t.lf4• t•sr4• t-tr4• r wrs tare• wlas ACTUAL PRESSURE AEQUIREM'�JTPOR THE 91 -'O rL0 2Anahmrpg4.7s•fun.O.C.l3lmima or Da¢If21PY10.tk Mat 01AW 450Im 1961Ds tB44 De R70IDa 7mbs 3 l7lk- 140� 3T41M wtw solm D41 n0 442W $w m OPENING,WHEN IT IS LCWER7HAN THEMULLION m� 4 Anchva g 111v mi.D,e.fm.rAta tWcm-u21p 09= 4tui 14 7m Ita H+A wA >uA w& 34a1m H Iiu IVA WA MA 042fns sal)>u 1'•2o lts CA-AMY(FRO M THE TABLE OF THEE SELECTED � � �% o-== 4 Atrtres 423•wA 0.e1i212t5An➢katpltlFa.3z Tao lr- -I Men 15WE 1=P- SOL. DS= WA 7M7N 746fxI soon. irm2'U, W21mn 415W 11201Gc MULLION.IT WILLYIF.LD AMIMMUM ANCHOR 2AM=00.45"CIMI U4CIA%0-124 MD.UIV.ak wA WwwA WA I WA WA WA WA WA ltlA WA WA WA RIA 7151hm CAPACTY WHICH MAY BE USEDTO QUALIFY 1A=hmrtF:�p Tt.5t: 125rm 19511t 22514e 4i52. 6723ts 135ID1 t4Dlmt In 3TOIta t071Ss 3027bm 4731tx: 1701Ds 2411>•1 2701e: ADDITIONAL ANCHOR OPTIONS FROM THE 2An:Mcc 4D 1 Y5•Alla o-ws sk(Fet et 2(o in. =D5 WA WA RtA A 19"i lm NrA x!A RU WA WA Mt IDa (421ta 060 C)s. ANCHOR CAFACITYTAEL$. NOTE::OR THc OFFSET CLIP,USETH^c SAMEANCHOR PA T MFINAND ANCHOR YALUESAS TY.E STANDARD CLIP. FIGURE i- FIGURE 2- YABLE NOTES; f•Af0Dla3T RE:VISBD ® ® iampinD%7)n5withihn•i-ltxi ')SeESHEEzT i FOR INSTRUCTIONS ON US]NG7HE TABLES AND SHEET 26 FOR INFORMATION ON LOI,D3Vc, II40n6 C➢de ® SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. -•�1.000` (--- Ae-i-ri,1 'QZI •D'j Et9fmtioatrsc 1 2)LINEAR INTERPOLAi70N BETWM..ENMULLLENGTHS AN010R OAENLNGWIDTHS ISALLOWABLE. By FIGURE 3: Miami :hadlcf i 3)MUWON AND MULLION CLIPS SHOWN ARE N0770 SCALE.FOR EXACT DIMENSIONS,SEE VMS 21-23, t I t 1I HOLES TO BE DRILLED IN THB FIELD FOLLOMNG DLIIENSIONAL RESTR CnONSSTiOWN ON SHEETS 21-23• 2,000- FIGURESSHOWSUGGESTED,APPROXIMAYE14DLELOCA7ION3. Lid 11(LYMN ANGLE CLIPMUSTESUSEOV4 PAIRS. 4)SUBSTRATESCONCR5'fESHALL CONFORM TO ACI 351 SPECIFICATIONS.HOLLOW AND GROUT-PILLED La5' �� �• v'1CF1J$4.. cONCRET BLOCK UNIT(CMU)S14ALL CONFORM 70ASTMC-91 WOOD 8MLLBEPRESSJR&TREATED lf, 1 r FIGURE 4: FTGURE5: FIGURES: YELLOW SOUTHERN PINE\MH AN SC-OF 0,51 ALUMINIUM SHALL M-606345 AND SEAMDOMUM OF.12S, ho_.,6T05 If THICK.STEELSTUDSTOBEAWNIMUMGRADE3SAND,045'TFItCK(18GAUG SMUCTURALST�LYOBBAT 1'X2•X_3TS'VULION LLAST d25'YHICKAND A t;.ALLANCHORS INTO METAL V IALL M TEND AT LE4,57.3 SCREW THREADS BEYOND ='D THE MATERIAL.410&412 ANCHORS INTO WOOD MAY HE STEEL,IS-B s,S oR a-lo S.S. C;O:• .$ 6 :•<U: %��``��,;cCORIDA,.•,�\ice i A.LNN MIL•YE ,P.E. FL P.E.950T05 FABLE 3A a � R R1.u0i0n cgpa Tab]a tlhsift2l ' OP-in Wtdlh QDrulrbcall spawnd gmum)oropoWiTg HEIghF(for lf7tlulAgUyspernr?1 my Gass} �`'��{� min 03In 701n sob, in 1A 1001. 121 in 1401, Leah yyj p 1%2.7E% 7(c0aD0Vlar TraP'TIenD, RD w a., TY4p7UK. sc-b-1.0ler rNp fQv, RettLAsaw 11epv;trj. Re Qvv %T;Mma f3clen Ww Tm 0¢. R4etesDlhl TrLA•➢1LAD. NL1an¢Ner T'a MAnD• 1tm1a7p,1,r 7TaplLl104. � t" L0cAn9 L-ft LAadAO LAtdpO Il2dw LudnD 10Adv Loma weng UMM Unubg L..&g LczGAp L..dDQ 1wdlru made➢ 1As&q 10,211 37S Alum. J Snip n HIRE R. g� gas si g , oe� �"� L �" 4Q ` �` � tfg � J 3 v" c, Y yo'�i� 2Y d8 xbg• $g k •Ld dF c' Y @ `d2 �� d �� a .tea d` z {� 2 m rc c c Z 42 to T70.0 am -am 42S 179.0 744 1 t7D.0 47a 174D wa Ima -163 17" ➢$ 170.0 St9 Slag 111e 174D @t: 1TO.0 t240 170.0 S27 TA87 1201 170-0 ffi1 127-6 SUL V0.D 521 1t15 130t M.0 ."21 � J 481, 17U 7W T70A 32< 170.0 eW 170.d 884 iTU E52 170.0 Wo 170.0 103 170.0 a81 f51.9 1109 f7kS a77 104b 1159 MA BW 113A 1T39 17a0 5g0 D7.L 11p 1740 800 85.E IS= 1TD.0 6p� ; co in 40B 747 1700 503 1T0.0 896 170.0 631 147.8 1032 I= Eu 10,D 1052 AD.4 721 Pox I= r= T47 1t74 ion 170.0 YS3 Tl9 I= 170.0 Tap 43.9 I= 17a0 750 734 'anINA TSE SO c O 54 Df f70A 7BY 170,0 all Iota ➢0T 174.0 De( 1182 30l IK7 i3D 120.9 DD•f 1R,5 TID 1075 ow 146.➢ 114 t09 907 14L1 710 p0A sa 146.0 7t9 Gm 007 140.0 7w say ear 147.0 703 6D k1 147.1 70'S 1a1.5 t15 1179 735 10a3 oil 100.1 7N 11aD 588 842 705 IS&% 600 711.E 73S (gb A] ois 7a1 9S1 B7a su 735 91,8 514 50,E = BSA 574 44.1 736 9t,e 514 1�„ to to to t21.9 aaT cj 110A 570 !0(A 6Bp ills S57 31.0 66d 989 S47 79a W6 90/ O3a 07.T M 939 GTS IASI G88 70.5 52E SSA 611E SSA 62f 416 LEES 75.6 to 0E.1 sw 750 a211 cc rn B0h Y00.0 607 112A 522 a8.3 nt 961 511 75.7 60r 311? 301 68.2 W7' 77.1 40 5u p07 715 4W S1D SW 47.3 481 A4,2 B07 W.4 47a 07.D 007 97.7 471 om W7 f27 474 z w$ T28 eLc SSO aS.E 441 34g S7➢ 73D 431 IL 543 13 Ga5 'm 51.0 610 5T.D A79 'MA 510 Sid 410: 448 STO ne Am 34.a $to 40 402 2D.2 St0 A4,4 399 2A6 S10 40 Us � 784: 611.E 453 72.5 400 87.6 A3 61.7 993 49b 45a 34.1 3a5 4i4 f9 4aA '379 Sop 468 4f.6 71Y, 3{,T fY 41.0 388 249 ip1 37.7 ]62 u] 4S0 349 063 21.7 453 mT SV J x 7sk s42 05 679 OST 67.5 4W WA 073 45,9 415 40.9 e8G 40.1 05 41,7 3M W.7 435 404 355. 31.1 A14 38.1 051 259 433 34.4 344 22A AM 52b us 2T.1 435 322 040 on 1a 41A S7 43.1 29D JL8 377 Dt4 2A1 29A 371 N-a 2D➢ 2S.f 017 2Da 2T5 122 327 29,T 271 20-0 077 25,7 268 t7A 97 21.0 2+72 IAA J7Y 153 268 d pI wIn N.d 2aT MA 25r 2L7 287 28.D 2aZ 7A5 2dI W"T =1 244 19.1 207 lac 240 IYA 2i7 17P 237 14.i 231 iaA 231 TG+ L?a z�O so 1 train wt 22T Z4X 215 20,2 =7 20.e 243 1T.3 227 SSA795Xl81 i69 21a LU IA a n ca Y 1261n 5Ta 16L 09 187 V X � � TABLE GB ANCHOR CAPACr7YADJUSTMFNTFORMULA: a. Z ,� � Arc1T0r Ca e:l Ta➢)e IC6 NCNCR CAP.,,,,,,,,a C suxtrvlr, v4Cb:Artta Bs4 capa xoom42nu Ptle4tsu L'7w0aa McIs1 (L`t;„)X(TA ANCHOR CAF.,," >r YI6-10.Ag T1Y SZ EkD arte•EI00 114•S921c0 An Gwo =Utrcl OV.Sl d ULJDN CAF'�'"•^Q-6 � AnahoTCllpPall➢ms AneLv yis•✓3mtD7mem 1!4'HLeUBraem "Oftm 3'1B•FleniBeral 1Jc'Ekpllwaeal ApOreaobr f811eeaa AxmOdAr Selefr(0a}Se4tr(C5) S:tY7(GS) USETHiSFORMU[ATO OBTAIN THEl1NCHOR E1x d4mmDSLU; 7' 2.7R• 1• 2•vv 3ma• Y 2-Tw 1' 2.1lY T 3.1fa• 21 0.1a' ass 0.5&• CAPACITY REAUIREO`CORRESPONDING TO AN Emt4a4nm1tb• 1•Tra• fs<• Tali• !aK• T 1-Tra• SNa• !-iK• 1-1K• INC iu4• s� f3rra• Wra• 10a'G ACTUAL PRESSURE AEQUIR3MENYFORTHE 2Af h=94V 61L10.R l Stn.=Dr014el Cl(t.TA 0.V L1a 3WILc 45410s WOM TM4✓ba 77- A. 35AW 70r. VA 1x 6841b' 84DIW 04I7Da 4421W swa. OPEMNG,WHEN TT is LOWERTHAN THEMULLION aA1xMs LtG'145co615t0n¢ml(KaOW LYp 077.2 400c 1pDD;1 WA WA WA wA mmT WA WA WA WA WA (02Pu aW$1be 11M= CAPACITY(FROM THE-IABLE)OF THE SFS.ECTEO 4.iie70n 41}3•N:n O.AlR)2LSAM1Dd¢1�405 Tplb: 7e0 Bta E601M 1601W I8p01ea• 549 lb+ Sabft WA 7oo4h Ice im mim TBozlec cat r00 u*ih Tt241bt MULLION.ri WILLYIELDAMINIMUMANCHOR 2 AIr]nat2 D4Skm.0.G1u4Dq,ritD 12S•NWO.E'7+.{I: wA WA WA WA WA WA WA WA WA t4lA 7LIA WA A 11A 71S1➢a CAPACIYYWHICH MAY BE USED TO QUALIFY sA:<hOr/FCJIeSFY3.ST 1851D3 72'iDe 2751Dc Orslx aYtlea 103IOx .49tb flues VOW 1 1571ba 7321as 4riTu Rota 2211le 2B01DL ADOITiONgL ANCHOR OPTIONS FROM THE _ 2AMMm�/:3•Ml1.O,CJr-tWIFl[:DY. 21Dm5 ]507x WA WA A NA T80lx WA WA WA h'!A WA 34T fbC 442IDa Spot' ANCHOR CAPACTTYTABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANOPAO CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24 - 1+RI50UCr'REYIS'oD Ar cOmNYrDSwllh D1e FlefidT ' TSvildmy Cade FIGURE is FMRS2• AcecF'a-14.�fo_Dfig• TA81.6 NOTES p pir_gaa LSto $8$1 i.000` ® ® ® ® T SEE SHEETI FOR INSTRUCTIONS ONUSINGTHETAELES AND SHMr25 FOR INFORi/ATIONONLOADING. SEE.SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. i da4:tQutrCoa4»1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO(OR OPENING WIDTHS ISALLOWABLE \1\ I F7GURE3: 2r50• `\��``O�.'.LYNN 3)MULLION AND MULLION CLIPS SHOWNARENOTTO SCALE FOR EXACT DIMENSIONS,SEESHEETS21-23. (rg ® ROLESTO BEDRILLED IN THE FIELD FOLLOWING I)JMFNSICNAL RESTRICTIONS SHOWN ON SHFIETSZ-23. I �f �;CENSC •',F.� ' FIGURES SHOW SUGGESTED,APPROXiMATEHOLELOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. hlD.Fb705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACL SOT SPECIFICATIONS.;IOU-CW kND GROUT FILLso - FIGURE4. FIGURES: FIGURE b' CONCRETEBLOCKUNiT(CMU)SHALL CONFORM TO ASTM rAGO.WOOD SHALL B<PRESSURE•TRBA'TEO 375 :.3 Y3LOWSDU7HERNP;NEWITHANSGOF0.55.ALUMINUM SHALLBEE063•TUAND SEA MINIMUM OF.125" f� b i<t1� THICK•STEEL ICKAS TO 6.A MINIMUM GRADE 33 AND,SHA L EXTEND (18 GAUGE.LEAST 3 S CREW T STEEL TC BEAT U ' TH)CF.LrAST.12EELS71U ND STOB.AMINIMHORS INTO E33AN LSHALLECK(18G UGE).S9scRc�NTHREaCSBEYCND YX2.7SX17S'MUWON :�'�'•,,/'LOy(O(.•_'�1,,� THE MATERIAL.f.10&Al2ANCHORSINTO WOOD MAYBE STEEL,i"SSS.OR410S.S. �//SS/ '• `C����� �4� , PoEL FJLP_ -53705 + BEE 4A . h1RlgatrCR R0 TAbla 1baRF a �A�" Dponingv7ldfh(fnsvvdc99papetrltgrin s)crCIAallingHolght(Tortof=Dxrta}sp3m7gnLZ=) C 50a WM 7016 Wiz 96L , imla j20fa i4ain 1eD7nrd p SX7.TSz Rxtai2alrr' 7lvprlrtmC. RvcDNedv7 Topou-n6. 1txlaapF 1feW -g. rk-bo7lfor Tmp^L1a* Bactwkw1a' 7?vAWm,0. 5l wwvfv Thgft-z Rn j wul9 TIPWTcptg. Aoefm2+tTr T-omg. Reatwadm Tlnprm-0. y w TdaDO tavd00 LaadeQ Lau7a0 lr+-aN9 leada7 LnvdTq LoadtfII La^iy' LQedtyr LaidnC LOadk;2 loadeg LmdgO LoecSn➢ LmdOII LmcfaD Loadn2 ox 1 3SDAI17az -. � Tuba r p k_ n F a s 2> n r p x s r r r a r a 3 2 k a L a c a v � a e s yT � a� p7: a a .�s� .. •�' a.. a.. '$' nc �r {I U1 a. aL? ¢ aHE s7- o F {2h 170,➢ S20 1700 4311 170.01 744 17P.0 478 17D,9 386 77oA She R04 992 176.0 6f9 170,0.111E SNA 527 '1'T0,0 12SD Da.O 611 170.0 1403 170.2 521 t66.7 Y62D I70,0 s21 f3SB 1[[ta 170.0 52f � lu 45 N Ira 700 170.0 su 17110 A-0 17D.0 bat 1Ta.0 D62 1144 =_I 170.0 IIN 170,0 M 170.0 12T5 170A ITT 17U 14V 170.0 Rid 141Z 1417 1709 "t? 12L5 1417 17aA 56a 1D" 1417 17M ODD :D T W.8Zi7n 171LO 747 1740 S63 170.0 in 170A 631 17U 161➢ 179D 684 170.0 1t95 t70.0 726 102a 1220 170.0 747 144.3 f236 170.10 7S5 121.9 1256 17C0 1758 1D4,6 126E 1709 7W 7-4 1203 1709 766 [iJ a c p ilk 77a.0 797 1T0.9 812 170,0 VA V0.0 66f fto 111a 'JIM 7R I30,7 1W0 170,0 S7 133.E 1130 170,0 W7 1203 5123 MD a56 10aS 1130 170.➢ 6B1 SBA 1f30 170.0 Bat 7SA 1130 Im'D 68I o )'• ooI, 970.0 666 17e.0 701 14SS Its, I= 70T lu.5 cis 14r3 740 Im.9 Ins 1=3 735 IT'S Its 12U 725 679 91S 116S 72a 732 05S NS.4 715 ffi.e 915 114A 715 549 915 114A 715 1^ m Wm 16i3 AN 16f9 710 120.5 = 73A9 Of lam 030 I= 861 QL9 no 1122 970 MA S10 104.E a0z 7&11 wo 99,4 aaa 102 630 045 fug s{2 610 943 149 AXf 4w Kt 199 '7 (� � ZD Ta 631R 1321�757 140.2 EW 110.0 757 112.E Wa 9W 757 105.9 e24 ➢L5 767 Dal 814 74,4 MT Ml W6 Ma 73T 642 00 St0 73T 78.0 593 472 737 71L2 =I 41A 767 7E2 $;I 2 rZ d j 72b 101.7 a3a 1003 is2 64.6 678 91.0 546 7L7 630 W4 570 fl16 WB JZ3 621 56,6 636 0.5 AN •60.9 A90 S2'1 5W 424 6?a 57.2 SDD 30a 0.1E SS,S 437 31Z 6ne 555. 497 co a � +pfu 76N OBS 571 W.4 40D 721 57f 763 Sea 6, 671 87+t 479 1iL1 67f 00.0 4T7 46.a 571 aS6 404 Lit 571 Sf3 big 06.➢ 571 4TA 451 30.P 5)f 4;3 4{7 272 67l 44S 446 < 781a M0 S4Z 03.4 47{ 6a,T 542 70A 4DS 9,I 542 tc2,1 456 MD 542 :0.7 449 44A 1 S42 51.01 40 40.0 1 543 47.5 427 S33 S42 429 423 29.6 SC 40A 419 Zia S42 0.1 423 F o 00M i21 407 33.7 3D7 43.4 407 44 0S5 'S2 407 3a3 34D 375 407 35a 393 249 407 32.1 37i 1.]A 407 20A As1 2L7 1" 2aA 737' 1613 4a7 244 122 SBA 407 27L 318 C3 ok 423 3S6 44.1 320 35,11 338 372 314 W7 35aC 23X 358 26.E 304 23A S56 25.1 360 2Ls 1S1 24.0 297 17.E 350 Zf•0 232 15.3 35D Sae 254 4FJ7 u' eb � t➢ek 3Ri 283 a0,15 265 234 %3 26,4 2S1 2U 2G 1a3 263 1. 244 19.7 2S3 163 210 iF.7 281 103 237 w _ 114 N 176 267 260 242 231 26i 23,6 236 Lu ur 17.3 267 ta3 231 15.4 287 laS 22S L' ~ `-� >_ x T•A5L246 U r z co ANCHDRCAPACfTYAAlUS7ifENTFORMULA; n'� � Anehor Ce n 7ttb(6 fa ANCHOR GIP.,,,,,„• ;¢ u fa ' su.md 2.7 0=.1b -=cip Hanoxddu FUadW4U PTW096 M614 (DP,,,)X MULLIONCAP.^,,.,.,,)rANCHOftCAP., C~c �y S 7 ArctX+f76'pC wiraY.I hvn9a V4'EicO Ulh- SIM,Eka 3+50`Eks Ulaacow 1/C Fk0 um4cen US'99 Eka 5f18'FJ4.E-VJA IJ16 sled 412S1o4I 612 M;.l Aneha7CfipPAtt07ns Ulm. Ao=G8&IT U1trac40 3emyl1i.1}Seref4(08) s="IcQ USETHIS FORMULA TOOBTAINTHE'ANCHOR 4 Er9.Cf m lk* r a5R 2.1Dr 3.116• r 21a- r zvr r 3a7sa4r os4• =41 �WACLTYREQUIRED'CORRESPONDINGTOAN Einac4tsml A^.. 131c ! 13Y' 1,Y4' ;-vc r 11E4� 1+V4- 5+1, 1.114^ 1.1/4` 1.174- 1.L6' 1Ale• b14c1 ACTL)AL PRESSURE REQUIREMENT FORTHa 2Nuan1a64JT Mk.O(:./SIL766d07Ca:d Clp F>7.n 390 ia4 SWIM 46➢k6 aW14w U44lbl 270 U9 2601t. 254MA 7406a 3741e6 MA lb* 741 IDa 442fe4 5w0 OPENf14G,WHEN IT iS LOWER'n"T74HMULLION SA➢%Da.+Q7.1TMro.O.G75lan3•.a leeomali OSip Gb2k 4W Ira 7a0IDa WA WA WA Drnt 38albs WA NA wA wA482764 5as1 1Ro1es QAPAMY(FROM THETAnS)OMESELECTSD 4A0c1fs 3'M1n.O.G l2)213 Apple Wpxl Glp.3x 7W RC' 7871bs B50 6n mm. law mL 640 NS s6016c w0. 76a ba 74a ix WIN 1A2tps e$5 112a 23 MULLION.ITW7LLYIELDAMINIMUM ANCHOR 2ArPlp¢GOA6'ML•.O.GlU4k.Inta.i2sMoa.lFg.4,`. wA tJA ?VA WA VA ?VA D➢A WA WA WA WA MIA 7%v4-- CAPACITY WHICH MAY BE usEo TO QUALIFY 522k. t3510s 4Dtn7 7076c1677-MD 2Fc1- 2WfM AbbTRONALANCHOROi'TIONSFRom-rHa 74D310 3 Ra wA MIA wA WA 190'As WA wA A VA3411bs 4420% 36afas ANCHOR C4°ACf1YTRf61E NOTE FOR THE OFFSETCLIP,USETHESAMEANCHORPATfERNANDANCHORVALUESASTHESTANDARDCLIP. c:>C}RCLEDVALUESAREUSEDIN THE E MPLEO,ySHEEi•24• PRODUG�'REvi56D as amPfyia6wiih theF3trri3+ FIGURE 1: FIGURE2: TABLENO7FS AcocylaawNa 1A00` Swgt7afi➢6fAk f20aL 1)SEE SRE.71 FOR INSTRUCTIONS ONUSINGTHETABLESANDSHEEI`25 FOR INFORMATIONCNLOADiNG_ ® ® SEESHEETS 2-4 FOR GF;NERAL INSTALLATION METHODS. M i11E�` f 2)LNEARINTERPOLAXION BEtevEFN MULL LENGWANDICH OPENING WIDTHS ISALTOWABLS. ++ 7• I FIGURES: ��'�t�Q•',•1=143 "<�' �� CAW-0IMENSIONS,SEE SHEETS 21.23. 2,750" � i-�- +=•':� HOLFSTOBEDRILLEAINTH2FI£LOFO].LOWINGDIMENSIOMLRES;AICTIONSSHOWNON5HEET521-2?. � �' •,_4• ® ® FIGURES SHOW SUGG2STFD APPRDXI.MATEHOLELACATTONS. 3)MULLION AND MULLfON CUPSSHOWN ARENOTTO SCALE.FOR S nNa f3fl705 , ANGLE CUP MUST BE USEC,IN PAIRS. 4)SUBSTRATES;CONCRETESHALL CONFORM TO ACi 3D1 SPECIFLOATIONS,HOLLOW AND GROUT FILLED CONCRt:TESLOCKUNLT(CMU)SMLCONFORMTOASTM040.`h'OODSiiALL192PRESSURE-TREATEO ^'ti j•G =0- FlGURE4: FIGUREfi FIGURES: YELLOWBOUTHERNPINEWSTHANSGOF0.55,ALUMINUMSHALLBE6063Z5AMBEAMIMIMUM OF•126' ff i0 '•• 1�� _ S7AT•OF C(T� THICK,STEEL STUDS TO SE A MIN11MUM GRADE 33 AND,045'THICK(111 GAU64 STRUCTURAL ZTEEL To BE AT � P•.�•�c � r �1 f�,5 LFAST.I2STHICKANOA36.ALL ANCH ORS tNTOMEtALSHALLEXTENOATLEA5T3SCREWTHRFADSEEYONb 1'X2T5"X53PMULLIDN ^'iG` �2 1 Tl"`fl f1 �j + THE MATERIM-*10Z#12 ANCHORS INTO WOOD MAY BESTEM,V"S.SOR410S.S. 'pis+slUI mAL`G`a1`` i SS((��ffii A LYNNMILLER,P.E. I FL P.E.068TW TABLE EA ¢k0on Cs c 7nLto Uskk7 A OpanlnO lnditons)or Oponlnulisl¢hf&r)»rimnf641+�+enfi•,grnWon3) $CkL+ Q 301E solo 7DM will Horn iooln Job 1401n 1 iwN $y{gy7��i5 0 Re'WVlk 7raFRdonp• R00tn511W Tropilb7z Rao AG"Iy 7Ynpfmary, pA=A7»ar •noT/T"v, nec:41hr A4plydm Rodmmler 7mM ch; Reeta got n1 pmoi,. Rula,•polrr TrepflNagp, it eupctar Vx3.123"X Lar2� LOBdna •L®dnD LaodoD uedn¢ Loz6n¢ Lea3nB La�ntl IaeNnO laadip Lw4B0 LcH01� Ips6i:q lnnGnp Lovd�w lozan¢ LoD9n¢ �d� sx J .6D0"AIatN a � � p 6 �.. �a � �.•. Tuba Mull cs s $� a� w $ a �a d $ � �. es, d € �� �• >sd N 3 t1 v o u v z5 lro 1S G u o u n' u 1S 9 u H. ar u G u v �� € a E � 3 5 �- �� A s� Its <� �• s �� _� � � �� s_� F� _sg z. � °'! 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F ssu3to: 2.7emrcida 3akCm6 Hvcx 474Y FYIedCML p7ri0m Mttd (D P,)X( 1 ANCHOR CAP..,. � c 5 y'q•0 12:,Ew vU53 Er30 816•:Jco v4'35 E1w 01as1cd N1 rated =MEd MULLION AnchorC7ia PaWme Anelt 371E El cc utrracc0 1WEIcOL•tlmmn UiaDon stC Bl:O uaam tlr Lxo uanren Agg�dnr uo on Aagmedor stla1fl96)scr4x{OSj SOtav rS U55THIS FORMULA TO OBTAIN THE•ANCHOR BDpcJDetam Oy; r 2•trl r Its 8.1nr r 21rr r -2• 2 3.118• :.WA' a48• 46r DZ CAi'ACITYREQUIRED'CARI;~SFONDING`tOAN Smteonnl Se 44M• 19c 1m4• 2 1-v4• 1ms Zak' N4• 1v4' idletaa• tars ndai ACTUAL.PRESSURE nQUIREMENT FOWME 2AixrM@4.75,Bn O.c.fstatanDaonNopiF.a 73 "•40 ms Ot01Ci 155 645103 90Lr. 2WISn 3541Ds 7a0 oa 374L33 66O KO 341 ma 44s3x 65o 1Di OPENING,WHEN IT(S LOWER THAN THE MUILfON 4AK6tp$Q,M.15'M1r•O.a f5Sm0ax(ffg2epclfy MD 4w0S 7mM WA ND: NA 3wlw NIA NA wA WAamins 895Da 11a110r CAPACITY(FR0M TH£TABLE)OP 714ESELEC TED l 4Atsra:0¢a Mm.O.GtR)235AA71eC1Cil070.3 780I9s 7037L^ GOL'c M61D3 5e0Ls Stilts N84 78a lea 748 Do ew I., a2ths BaSIIa 1123 far MULLION•)TWILL 14ELOA MINIMUM ANCHOR )DA WA t47A WA 1DA N1A WA NIA 1DA WA WA 107310s CAPACRY WHICH MAY BE USFOTO QUALIFY SA=SorfFCOprFIA.2 195W 19510a 2S1-3 azzfm 130ID1 f4plm 171mz stops 117DJ 0`.21D1 4T3i[z 17Df5s 221te a0)01 ADORIONALANCHOR OPTIONS FROM THE 2AMhN1�1.1A A1'M1 C.ClFCHDa1a.6F 24Dbi 3s31. NIA NK WA !Cols NIA IBA WA WA 11fA 3i1[DS 4421b: SAO.4F ANCHOR C.APACITYTABLE. N07 FORT HE OFFSET CUP,USE7Hc SAMEAN CHORPAT'IEAN pND ANCHOR VALUES A57HESTANDARO CUP. PROpV01•p,,1,15Fy m cOtnPIYm8.v1t12f0I8aid3 'r-1.D00'•-t fluiid'aty Cade FIGURE is FGURE2: TABLE NOTESal a0�tta0m No ICo-b'L1$.fl3 SratlOn Ualc 1)SEE SHEF'1 FOR INSTRUCT1ONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. BY SEE SHEETS 2.4 FOR GENERAL INSTALLATION METH0D8. I�1falN pig Fryyx{ V 11tll1tlt11!! 2)LIN ARINTERFOLA710N BMW=-N MULLLEJGTHS AND/OR OPENINGWIOTHS IS ALLOWABLE. FIGllRE'a: 3)MULUOK AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACTDIM7cN570NS,SEHSHF.ET521--23. �`��.�a'�,10ENSC•'•. �� ® ® HOLIrS TO BE DRILLM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS2Y23 •' •'•,7(! FIGURE4 SHOW SUGGESTED,APPR0M.41ATEHOLELOCATIONS. ;'>: ' ND.5W05 r 11 ANGLE CLIP MUST'BE USED 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORMTO ACI 301 SPECIFICATIONS HOLLOW AND GROIRRFILLED .500' � •• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-S0.WOOD SHALL BE PRESSURE-TREATED 7.-p:. $ G W FIGURE4: FIGURED: FIGURE£ YSLWWSOUTHERNPINEWITHANSGOFa-S5.ALUMINUM SHALLBE60MSAW SEA M(NtM(JM OF,125' � •D � �' �rlt� SfATd -lVCKSTEELSTUDSTOREAMIN)Mt1MGRA➢E33AN0,045'THICK(iBGAUGE).STRUCTURAL STEEL ToBEAT i'X2,12fi'XSMULLION ^•,, h �' I� t LEAST,12SITHICK AND A36.ALLANCHORSIN'7DME7AL SHALL EXM MAT LEAST 3SCREWTHREADSH>;YOND (1'VFMULLION) ���'•.rLDA10. tiG� ® THE MATERIAL,#10 4*12 ANCHORS INTO WOOD MAY BE STEEL,18•9 SS,OR 4I1)S.S. l�tiSIsIGiVAL t�;•��\ UU��LLLL��JJ t A.LY�IVIM�1iL`eR,P.6 FLP.EaS5705 ' tl l ILE.SA _ meson'capawratoasm) Op Wldpljlocvenow/apamramumotElorOpanhcgx¢tph!(lflrhot�imiy'aPsMn9mtiaarclJ _ gN 60h win, 7aN WS0 00h imN 120N 14om 160b p Rwtmtph. T�WrfAmD. 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U7.7 .tat CLU D4r 1=7 728 a27:-.9wM I@2 72Z OG9. 047. as1 m SLI D4T '9/A 711 df r DR Dt,O ,7R ?.N 72h, 1359 ,;1µ7 1427 'T.R tf32.6L9� 121A WA'•:61D',IM 7m a49 SSA '•6m 76b :645 5V Go 57.0 ¢� C= a s WA a47. 76.3 we 4", 945, 7ma on: SZ' 'w- m4• Gst S 76bt i15S .762 RD].6L! '9a3 762 i117a': aL6,.7a2 'mD. a40 7G2 6OD fRo 012 7M 742 :620 Gt5 -712 682 90 43.1 762 MA GO 40 7M 519 -W. WA, 7Q 52Ai W 1 N � `Z ix 7 1171.0,.724 jit1A M4 11M. 724, 84d :mr G4D. T.A' 74A PIP MA: 724 6GI 01 614 724 1 6i4 653 44.5 724 673 SM 2a2 724 RA :6GT 27A 724 57,a 6G7�, F¢•- mtn b2d 643 '71d 4W 5", 50, Coy ;474 40.7 .$04. 6LD 4a6 ,W 5a '.41" 465' 1" 643, 4" 4Q ala' SA 12b 4fa 21D, W 4D 3 2 , 426 24.0 $41 =I "A" 2L7 50 W7 Am Z. sl! o .0ah 373 iTa' 7¢D 4D' 47d.'0a 41T -t1D 460 4" 432 412 35A 470 .=.G 4m Std 1Iles 14¢ 400 .2G7 Ora 120 30S 210 Qa 2eA 1dD• 2A5 4" ZSA.,mo 17d 478 2A2 '37a y N 11 ••COCO r 1ma1. A., 377.. .4L1' 3{f,. 'D16 377 DId 239_ 2eA 577-.+'4D ,yya 252 m .2LB 275 22A 3'77 24.0 121• 20.1 2T7 T_D' 317 10d 1T7 140 319 HA =7 17.1 104 U1h -37.1. 357•. ?7.5- 02Y aa� •SR. ,71d,, 2ts, 20 aw. as 1D 232 3T 24A .100; 20A 39 2ZO =5' tab 167 2a1 201 t6.1 167 17A 224 N 'f7D10 2➢D 2m .2Dd;'. x70, 245. 3W 2Lll Q4 21,0' 3m: =3 270 W, 20- 102 2a7 '110 1m 17a 2A,• In 1441c. RA .24 .172 '109 a r Z N .� �E ET1 TABLEBS ANCHORCAPACRYAMIUSTMENiFORMULA. �V F ehamdow Tah1e 0¢ s aotamtc �21 comma 1-SlcC cuu FmeaGN rrwaoo untr ANCHORCAP..,•,,,d SnE E10o Y4.53FS0 sM0'Ema v4•sS F]eo a1161rz1, stzslat r112atau m•.)X( �.lLl N FIDR CAP.„:. 1116'FJe01Hta:0n VcfPa t7 Y77 tleetatsnl YK•Ete u6mem MIlLmmA-AP,• . AncherC0pP1ttmla -.. I.DsIaO AW%3dW tn.•0cm AmmG.W 3a M-Scm mo saa•Iwj USETH1SF0t9MULA70,081•AiNTHEANOHOR .rsm alilOK¢ r •Stw r� _Ivr i•vC r 2.4M r 2-ur r 3-tta• r 6Ar mw a22r• CAPACITY REGtARFfZm'CORRESPONDINGTOAN- i;meexaeman I've" er4• IAY• jivr 2• fvo_ 1414• I.1r4• 1-s41 -1-W I.7r4• r la2s' wra• wwf= AORJALP U1RRdFNTFDRTHE 2Anmm9470'Mai.Q4raianaeaort>7:atCPP6ftl42X amtte .190 MCA MMS 15440¢' 2r0W 2WLU 1541w. 740aa 374 na ONIb 04am0 3.rm5. 4421b mm._. OPENING.WHENITISLOWERTHANTHEMULUON 4Ameoawurmaoc2smeera(acamcrom3z 7mm, 7maa sebte. :aj o12wa NM 70-W :wA alit* WA m1b. wA w2aa wKc 1voR CAPAORY(FiwMTHETABLEjoFTHESaECTED arnuce8llsrmtioc2tuerutaa:SwaoDt64t baotb uWr. wA xu WA WA. 7WIb. WA WA. WA WA WA rmr. .17"W 2zmr. MULLION ITWiLLYIELDAMINIMUMANCHOR. .. 4Atrra4t*V"0.4/172mA104 CGtf 00. 7u to 1409a am0a.: 16mma lmfb SOvz sWttc WA 7a0m 74sas ROW1852Im M220 Waft, 1=rn CAPAORYVMCHMXYBfiUSEDTO.OUAiIFY- aAAm%v pwmm a.erm2uAm% rMGr. tnD1m .Ing0h. 1 MCC 2140@7 2MMS, .MAD Aw1m NIA IH¢m1 11`1aa 13111z4 25W1m 1022ha 13771G 1tmeC ADDTTIONALANCHOROPTIONSFROMTHE 4 ARMe p6AS tAa.eD.lYObt 43'AAfO:IFit7L 10A A fW .WA WA -TWA WA t0A WA WA 1UA �wA WA 10A .SOO M. ANCHORCi1PACRYTABLE 2Atr}nr40225.6O,1m.CJF•C4047.6Y =wkw, awc.- 2mm.. .7mm, 47o on. NA 2W R. WA FSF HrA 4401W . 14117` 4/2Da isdm: PRWUC7REVISED <AOcaaa®LtSMC.t2WFdD Ob:iK Mon 1 7m IG WA 'WA I WA VA .1WIb3 M% 10A WA ttA WA M20, MR. 1 1781ms- 054vmptyiaelvithWaFT[ai4°3 �!NOTEFOR7HEOFFSET•CLIP,USE•THESAMEANCHOR PATTERN AN U0D'OANCHORVALUESASTHESTANDARDCUP. a°DdNDroe¢1Crb2i$•0 �' �` lieteptanxNa !'aDietim Due 2o2t TABLE NOTES: BY FIGLMsu FIGURE2. MURES: FIGURE4:. FIGURES FIGURES: M1ma1 aat t 1JSEESHEETS Fop¢VSTRucnoNSONUSINGTHETABLES AND SHEET25FORINFORNIATION`ONLOADwmSEE 0 v e 2)LIN hRI INTERPOLATION MSTALBETWEEN 2)LINEAR BSTFRPOLATON BETWEEN MULL LENGTHS ANDlOR OPHa04GW10714S IS ALLOWABLE `�� '���.�'VOENS�''•� e e o e o 0 0 �•� 3)MULLIONANDfAUWONCLLeSSHOWNRRENOTTOSCALEFORF7CAC7DlMET)S10NS'SEE'SHEETS21-=HOLM 4.000• j r N'S TO BE ORUeD IN 7M FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHESTS21-23.FIGURES SHOW FIGURES: SUGGESTEPjAPPROXIMATEHOLELOCATIONS, {b Z. r o, o 'o. eONCRTPATFSe CONCRETE SHALL CONFORMM OTS0M 0-90.WOOD SHALL HOLI,OWASURERTREATEO Y ��•• �A7E P , e e a o CONCRETE BLOCKUNR(CMU)'SHALLCANFORMTOAST1AG90.WOOOSHAIIBEPRFSSUR6.7RFJ17EDYELLOW •'123' �:)'n•'••,/'LORiD � o o SOUTHERNPtt'IEWRHANSGOF OM. ALUMINUM SHALLEE6063•TS AND BEA MINIMUM OF.125*HICXSTEE•LSTU � `s ......... ANGLEGLIP.(FiG1JRES9&47MUSTHEUSt�iN',PA1RS. .ANODA9ALLANCHORSfNTOMETALSHAt7:E�T'ENDSTOBEAMMIMIN ATLEAS7 SCREVI'(}iRpADSBEY0N0STRUCTURALSTEELrOB7HEMATERIA!_�106 1•XS'X.1 �II�SIIt i �N�I���`1t...t.__` •�, 9Y2 ANCHORS INTO WOOD MAY BE STEEL,18-8SaOR410S.S. MUWON A;LY P.R. 870S FL P.E.il58705 di I 0,BLV 7A r 1 MOUknCA aaltyTab1911b6 °�"�sa 3 Opert(rtD Wld2r(rorvwVw9QlspOmllg fiDNDps)ar OPoa7n17 He1ght(iorbadmN6Dy3peW9nD rarlom) dam $22. 7a fa OOIrt so I, loofa U013 Vain 1EOIn 1 Alum,Tbba R➢QaMela'IYmp'M�ro. Reda+tRle1 R°en9e 7aprdaN 7aDac • aDvTtep'Tdang. Rx5apr 1caOW Tmpm.9. -ar1da ThoMan, Re➢l+enwA r TMOeMM9. X4%.373 aa10➢ ➢ai0 ep a5d5g 'owi Dadn LR9wanDItd9 .00 Lnp LadD 14e3n2 0 D La19 edn6 4 _ S I.r to4t -, e.. a a ab ,+ _x a $ a ., ,fig• ' �.. D 's Zg ems... L' .. i.� q �3 `� a •c „ % .., d MwooR a & >ti d 3 y g 8' L8. °•� �a 'u i "bR o &y- izin Iiv.O E20 170.0 AS 17U 744 170A 478 170,0 asa 171A 5W 170A 692 170.0 Sit 77AC 1115 17AD 6Z 17AD 1240 17D,D 521 179,9 Hea 17" 67.1 170.0 1725 17U 741 170.0 to5a tiAO D2f -4 1D {B In i7a.. 706 170.0 WA 170.0 8S7 170.0 5➢4 170.01 17M 030 176.2 IT= IRX 561 170.0 tab i7v.0 077 170E 1417 Pao 580 170.0 17W 1`70.0 960 1 17MO I= 170D 6W 16te =4 170D Sao j N =Q61n 1MD 747 VDA 563 S}D.0 D96 170,0 071 ITO,O 101E 110.0 884 170.D 1193 1710 79 17aA M45 T7od 74T 17A0 149E 17A0 750 170.) 1783 1710 766 131D t9f0 1704 756 IWX 1119 170.0 7W S10 PaF 787 17A0 912 fYO.o 95E 170.0 Fat 1710 5119 TIOX 734 ITLO V73 170.0 803 17UNU 170.0 93T 170.0 16N VD60 E59 Ou 17M 170.0 E6t I= U99 171D 861 120.0 CM9 IM0 654 � w.p F- Win TreO 8a3 171➢ 701 17AD lL64 170.0 79! 17U VAO MO BTA IMO 14S7 770.D 1 944 TX.0 I iSU 17U 9Dtt 157.3 IMS MO Ion RE,6 ill 17A0 1053 111.0 1619 1710 Ing 97.2 1619 1170,0 iD6] � SD 7,N 1,u E34 I= 745 7709 11I6 17ad On 770.E LD2 ULD NO 179A 14r9 170.9 1013 16W 1642 170.0 1076 14L0 1542 1710 1122 117.E i8'4z ta&a tin I= 15 22 157.0 1151 MI 1642 I".1 t157 C 661n 1710 s74 T70.0 799 170.E 1159 170.0 103 tP.9 136E 179.E SOO2 1819 1472 170.0 1036 14ZO 1;72 IMIL 1145 12" 1472 15" 1130 107.1 1412 141c, 110 91.a 547E 1480 110E 503 t4TL 14e,0 14a1 C 72fa POD 10D0 TMA IDS 170E lTIS lTa.0 1009 151E 132D 1562 1101 1=0 1320 149A 10� 11T3 i8?3 t]7.5 tM8 106A two 12a.9 164D =0 7320 717.9 TON 73.4 133a 4116 f019 BAD 137D 1'J3 16f2 70;m 170.0 1122 IMO or t49a 118E 759.E 1010 IU2 11a1 139.9 991 It= 118E 125.7 976 119.7 118E 1153 M4 0.6 118E ta73 952 74A f1E4 57.9 935 $1.1 lIZ4 03.1 Wr w t184 D21 92 � 7a fa Iml 1121 17" 597 Tim 717E 14fo m vir, t47,4 iw B47 f01e im 115D "I 921 112i fo5.6 sib no 1t24 oa5 908 842 112E 6A0 SO 58,3 11R a43I 691 313 112E R3.2 57''1 1-- J Q. j OS I. Too.% a44 ILLS 760 90.i e{4 9lS No 77.2 U4 &.1 724 E7.5 944 73.3 712 MI 544 68.5 702 BLO 444 01.4 603 4" 544 U4 on 35.6 1 WA 40 too D73 U4 47.7 63L C Ohm LIM 742 S(.5 663 742 742 77-2 632 W.9 7'4 87� 5{! SS] 742 S99 831 495 742 MA 522 41.6 742 49.0 6t4 37.1 742 4aS 600 31.0 742 29.8 600 27-t 742 SY.6 584 C••' tin o o.p..O 10621 a2.9 SB9 gi . 52.1 fiat 31E E2t (4.Y a$ 4BS sn 22.1 d85 41,E $OS Ste 9a 375 49a 3fD 586 D42 4a 2A7 616 293 Cal 2L7 659 25,0 47A 1915 58B 24.7 465 !1i N 573 385 {0.0 {9.5 433 412 66W 43.II 4a7 380 `�'+ 2A0 MO 02A 655 342 R3 2&6 333 31.'1 467 24.D 565 2/.1 437 20,E 336 2C0 443 1&0 553 224 4a 120 Jn 46,6 475 ;7339D425 ]Ta , , 395 193 47S 16.7 *7 14X 47 R 144 to 2a-4 330 2ZD ]a5 72.E 30f 1oD D30 t93 2E7 1>iII 330 17.0 251 a�� a 0 ti TABLE 7 ANCHOR CAPACITYADdU57fdENT FOREIULA: Aaehar CD ae Tabla ba •• +�m AIUIT CAP„_•a„ STrmlm:0: 27)tusmte 0.59 ttrA REDg4 u }y1wi CMU PTWced MOIa[ (DP,w)X{ =ANCHORCAP- 9(Vake 11rss Fka SN.r FlcO LPeSF509 01031c" 612sud 612sted MULIOth'CAP.n,.wn AxhcllypK atr EYa UIL^xn Sr{•Eka!/Teem wid'Et'aulwcan iMEkoDAwd;m ABchorGlIpPa�lna we..o0 aoarcWlnr L%meoa Ap9roGamr s.mw(D5J srmV(GS] serntc5l USETt?ISPORMULATOO$TAAl7N8-ANCHOR EeD°CLlmtroeMi 2.1rC 1• z1/z• 3-1rr 1- zw r 24W T 1Ar 2- OAr mse o=w CAPACITY REQUIRED'CORRESPONDING TO AN t»lkaml Mx W4• fat• I-we t;Y4+ z Ivr Wr4• 1.4f4• InIP 1-1r{• TIM r ford' I-Ts• Smka AOTUALPRESSURE REQUIREMENT FOR'T}JE 2atnigm!?4.T5`A11n,aC,lSlnMara9r0`Joi alp1616,I19r 3%its .00)D. 460 Wa 687@S 1341 ibS =W 250a* 254M 7401m 37{;b. e6d(be 946IDa ul1 {uIt. I fn1 OPENING,WHEN IT IS LOWF.RMWTHE 11=0N 4Meho9 23SNn0.2rse0ri6torWcDeupGTo.3L' 10am. T63hs aaa. 44ILIm D32Ln NA SEORc VA MODc WA 68216° NrA 69be s0ib➢ 772a1bc CAPACITY(FROM THE TABLE)OFTHESELECTED eaaehxe®I1.1S'MN.O.C.r51a>dm6(Of06a17C+4(f%41.4k wk. 1400Im WA WA WA WA 7D0 Ou WA WA wA 19A WA 13611t. 1710 M. 2240,ba MULLION.ITWILL Y180 A MINIMUM ANCHOR {Andota 0`I/7h a6/Lb205An91e afpx/Gk.Sk 76D12f T4DRO 6aD Rw ina It- t8581b0 S40L`e 5601m 10A TWIM 749R7 E8 W 1eSi2Du bnlbm 6811M 112oDa CAPACITYWHICHMAY BE USEDTO QUALIFY ea c5m. 3`M1n.o.G/[A2aSAnDSa abal .ek 1170W. MOM Im91ta 2340 A. 28t4Pm KID ma a40lbc WA 11/a ID. 1127 i1e 7320ID➢ 2a3e^uf 10 D3 1117IM t0e0w ADDITIONAL ANCHOR OPTIONS FROM THE 4Am1Ws®0,15'ADa,O,C.fOSBII.lnb.175'Mfi.(Fh•rl; WA WA wA NIA WA 19A WA WA WA wA wA Nlt run RrA '1natln ANCHOR CRPACTN TAeLG 2Anentn 481-?3' Ia O.C1 F426,1'r,ek JS01ba Jsalm 090161 705 G. 475 ft NIA 2dalba A Sf5163 WA 440fbs WA N11II4 442 D. S50W PROSDUCTRL'nsm 4 Anctrora fi0 f.i5'Mh.RC7FGIJ lFq-97 410 Wt TD3 DIL WA WA WA A 3W Im A WA Kk WA N A m11D: Su Dn 71201m G wortplY-1O�VA1h slmFlOftda NOTE;FOR THE OFFSET CLIP.USE TRE-Wr ANCHOR PATTERN AND ANCr10R VALUESAS THE STANDARD CLIP BwIdL1B 1°"° -( LD6$ r j 1000" t- A--Vn, a1G-a2)8.'�3 P.�iiQf Dyc �2l TABLE NOTES SY FJGURE I: FIGURE22 FIGURES: FIGURE4: FIGURE B: FIGURE4 II SEE SHEHPI FOR ROSTRUOTION5 ON USIN0 THE TABLES AND St-�ET25 FOR INFORMATION Mf-•6•P9d0?mEUOs • �0 e 0 e e • • aIE El ON LOADING.SEE SHEETS 2-4 FDR GENERAL)NSTALtATION METHODS_2)LINEAR INTERPOLATION BETWEEN MULLLENGTNS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� ��L`INN 4 33 MULLION AND MULLION CLIPS SHOWN ARE NOTTOSCALE,FOR WOTDIWENSIONS,SEE SHEETS21.23.HOLES TO BY DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.D00" 4.000' ?, N0 SZ706 ••�l/% SHOWN ON SHEfiTS21 23.FIGURES SHOW SUGGESTED,APPRO=A7B HOLE LOCATIONS. FIGURES: FGUF2E rx RGURHY: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D4 SPECIFICATIONS.HOLLOW AND • `b 1�U GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM70 ASTM CSC.WOOD SHALL BE ��•;. '� 6 JS a a o e PRESSURE7REATEDVELLOW SOUTHERN PINE WITH ANSG OF 0.65,ALUMINUM SHALL BE I •.C� 01TE0. E06346ANDBEAMINIMUM OF.I=THiCKSTE&STUDS TOBf:A MINIMUM GRADE33AND.045' 37$ 375 Op'•?LOR\�5 `�C�;�� a THICK(16GAUGE}•STRUCTURAL STEEL ToBEATLEAST.12SiNlCKANDAXALLANCHOAS -'� ��SSJ{i., �. ANGLE CLIP(FJGURfiS 5E6)MUST BE USED IN PAIRS. INTO METlNrO Lr?(M,kYATLFAEI,I" S,OS4EAD5BEYOND THE MATERIAL.rkfO(S lf12 tr-MULLION I 1'X4'X 75' A.Li JNIM1L&- P.E- ANCHORS INTO WOOD MAY BES7El1.,15•B SS,OR 41D S.S. '7^-MULLION MULLION FT.F.E.#58705 oZ p Mtsl1 Lengih •+w 3 � (� 7 N y � fn }7 m •W� � bi zt w r6' H o v o NtfflmmPaertf � A o tlnntMl CbW4tY ' y, o n � �� r G b 6 � ._�i•.. N b o b b b � o (d>tld21 6- � n � m a n � •^ � � � i AUfhn CaDetM :a h�4- � a ag' �p b b o o umrml s m P p P P P T�. A e'S o tt u Tn {Y $ �i & �• ii }3 Flcylttd O h O bi a�2j�u R A C S n 1> U t+ ."� ��" o a f. n 0im�ped7 Rug�_H 8 NO't'� $ rY b �+J Fla 'v '-�• I+ �+ � � N � ''o b o b QkJIK) 8 a 15im , :n ( Nr p T{ c ® ® iJ' ,T g j C iw C 'ts•. S V a Oho d O mcAz < NTn « � v g �S E RtglmlC7 Fa ro c ro ci ® d "� 3 5 mam 6yAaq MEG s� o � � mG mvrbobe�da, g Tag H , P k. n ". o K v bivt;m 3 Ls x4 1. `� $ ov ot~211DDcmmPl—YNmmO 0 -0 2 S 2r C>#7O�j�.•O O M O�j� C s., i D d*0yt�i�cil " A - �O '� li 8i s v x - hiitlon apr.Ay A 9 y A�l^O 0 r A •.�.`L A O m 7B •{ W N y O riHt tR to fi o� A u ci R X =F '2 MthK ;1H m y N... :1 v � `d 4 n w a RcgiGed in R tY xh c/ m N �x0 � m.� E� � �� � x•�^ r �, _ L' Q o z iyi `a �; S: o m » u o e b NdMltRy a 0FAc0 r Cb(� t o • n o ?lJr Ga H m O rtpO o r zprn 00 m kam Ra i oablBettr4 13E XyzfiG>j�H z moo IRS" uFi O a e S w 01 x W, 9 ii K 9. MchtrpPat21' xz't � �z ,. .. � 4 i � ReCjlmdttta) ': S c�m> � ii o � •' Mtl+tonLbW d9' -{ S ab ti' rI( zCp a. E a P b a psim p a vw�f �_"z " 3a '�'�'a''• § akhxo;p. Y � wN�tzit�y c��� yz�. Hym >ti s �:{. d p� P c7 y 8z 8- 0 O D D mr y a ,Y� N p t�x' U is 4 Pie a a O „tea z-q y� PQ.�� 0 yj� G :t ., pncts�GWdM H P O yA1, XZ p tna Y+.' F �P. N e a S Rtq+Led(�7 �• rar, 0 00 a 2t R yy •' i. o tSUasa CropnFj ds' W�•'7Y01tp�` t�txqt •V8.-Di b b y a li o w g 0 0 0 l +hL S �trs�$y+t➢n� �zY x m� Rt�tl,�erw '••dX���x 1n i � o EfEtastYA H a z O rQQ.5:n :z�U 0"10 o �riy CC o : AWRim CnPe:ny rO >h i' 6 v b •4 a dbelBrl 6 A r lAr N A A�y"i O S A D u Mth7GpltXy v In 93`U ram- v�j ytl jsS tv t� =t �f g 8' `-�' Ragtarodps,7 aAr➢mzCD :I0-1 x F �A ZZy�Z yti.G1�D�m r'-.O a tt mmm iyys Li ��oo'+ 't y u rY fiimA n� c �0 0 " o n �(nvf -fva{.mvr Yip �- 0 m b-10 0 0 0 MdtxcapnclM S;5 e . ��m➢m g c o m 4 � � � I6 � � o ✓� s � � S � RryUred(Rc) 3.0Z B 2 dr^i sAgm Qo O A z mCo1�yi Aog 0 G3C tt� p dz � `L,tiit r••t•iJ j�/, � M�baN 2--�C L a. `'D = 15 IM IMPACT R531STA T ALUMINUM 1UP9 MULLIONS o n: 0 1.2 X 3.188 X.2fi5 MULL S ECS a r~' . N Sukt: Snie: m tia 12 a 'g to.D i C•'' •':v��� 1' fp NIA I�)/A 8300JR 12 or 2 ro�a�zrxnaracramsr i 11 �1 QannBF U; alley: UXe: RK N.LFNF If.3lf)a �" �'�`�:;,�• ��� J ROSOWSf 1 08129l11 B ra,apx raze �sr!!11111j 1 `•W �eev.B Brt•: oWbm NOXaktS R Jf27f JR8SOWSW 10/10I1�4 NEW MULLS TO SI'METSET FL CERI DFAU71i1FY973B I7 e 1. BLE GA a MUM-Dap2DItyT.1,10btli?) Opan:naWldlh(1aTVd7EwIiY•Dp=PNtn 8ltAlOm)ay OpeTA7fp NosDhf(k[h:417An1nLydpOmL•g tndHOtn) x SF wit so 16 Tan Win 9D ID 106)n S201n 14oin t60h K 2LxS,2s ROetrnWhr 719P7110n0. RaelnnalQr Tro(!fr=00. Roc:nDWne 7maTAaD. RDcWn007v TaNRklq. Wt: kr 7n 0'• Ranc+W�r Yrai7m4mu. Rxlannaar thpIdanO. Ractans+lnr TepRd4ap. R1et070o1E+ TSdTdm G c ti X5. LSa lI L-dv LoDdnd t=nd-1 EwAv 1.0131+q Lmd17 LoDditl .md00 Imd30 L-sm 108dlyum Tol, WdDa l4udny 1n461r.9 LCNMO LnnS00 Lm610 4; .. w M=luen i �� 1q�S� � f�� �� ��6- �� •�� x � �� �� � � 1 � H I� 2t@ 3 8 .2 2 •i rd Y� z ui9 f7o,0 B20 1103 S3s /7c0 74I S7a0 419 VDA am S70,D Sao f70.0 192 Rao 519 170,0 111n T.40 52f 757.Il ift6 t740 621 Ia,7 :I'd Tmo S2f less 111D 170.0 e2S o5,a tZiEfB 770,0 I.c1 z 4-1 Na0 70a 170,d 174 t70A 650 11ma 5N 187,6 04 .7DW A30 1A47 /TO 170.0 681 =4 979 170A WT W.1 11 170.0 61U nTa Wa me 500 to's 976 Twol ae0 An 078 170.0 E00 � i727,11 60,Dz6h 1T0A 'f# OWD 891 9m0 L99 47aA 031 15a7 92T '70.6 D84 93U 9A SEES 100 15L2 921 152A See IOU BM IR)3 596 87.9 92T ifiO3 005 36,{ 427 15D3 an5 61a 42T I= 005 � x 6{In t70,0 T17 t10A 612 151,5 86E iTOR set 1}r3 ec9 16a0 0&1 i7iD RD N1.D af5 101D ,109 134A1 650 97.7 889 129.E[07 77.a E69 115A 612 rd.2. 889 120,a 652 5k4 6E9 126.E 452. ao p Mto 143A 745 iSIA 0:4 114A VAS 1123 629 10L3 Toe lite 003 3D.S 746 107.8 607 70.8 7!6 101.0 592 7L8 146 90.3 027' 743 F= %3 512 Y/6 8)3 5R {{.6 748 OS•S 382 C] W is LT..T 877 137A 5T6 1]11 677 1712 586 0d.[ 677 10C.{ IIS5 S1,] d77 9f,4 ua se? 677 DS�2 S59 6fA OTT 07A 6L6 67T 7T3 522 LDS 6Y7 76,7 079 3D7 GT 747 S29 win i07A SST 114.1 $30 &V 9R 9/A S19 719 617 9U 000 613 ST( 733 600 52.0 W 72.0 ASA LSE 017 DST M17.1 AM M4 0Ir My AV- ]15 SIT 07J 112 e hM 1L4 619 07.1 45a 8¢i 610 .7A2 SSn 59.3 sIIl H52 Sat 6LD 516 s6.6 4� A04 510 64.2 4f0 44,4 018 60.7 A !00 ?26 313 SS,tl 405 219 618 4S0 {pe TEh TDS 465 717 408 51T !86 6Ls 716 303 tbi 5{,9 1.`0 Alt 441 44A ]G 303 415 45.0 378 553 ir3 !Li }87 2L2 461 SD.S aBa 2TA An 363 � > TEh a52 441 MR SS7 543 44t d72 779 48.0 AAI saa 772 4QE 441 4S.1 ]26 7SA M1 410 7E0 320 1A1 3b74 349 23a 441 42.1 146 =4 441 327 7A5 �som AL4 772 41B 2P5 as.l 772 3T.0 199 303 39L 723 2U 246 002 188 a3,6 771 241 A6 2L2 312 7l,11 256 1S2 . 143 202 13A =2 1LT a00 ,- -d- 719 N.1 29i10.325T 291421.020137.624310.4 28121,3 2{4 174 201 144 l 236 125 261 tS.G y'1 toe ZL6 270 21S San 205 "e V., 2}S 1T5 230 1d3 201 164 MR 1a2 196 ,- ay� z 1116 7G0 11a 2A.1 197 139 216 19,4 T04 ts3 2tE faH iD7 s47 21D 1l9 Seo � 17-` •'O Yo L1.ntl 17S tar 1E.% T70 IiH LOT 15D h 107 N 9 M ILI x r � o TABLE9B AnekorCapneL'yTaLte Obtl ANCHOR CAPACITYADJU5nNE1ZTFORMULA: -- ",z£� � 5lhttah9 27rconcam aacovej HDOar Fi6ed cmu PTLYeoO MOM (rANCHOR CAP-.ev�.e g m@'si�••.7 5rfa•flrn 114•SSrolm MTSka v4`SStxn :1037ad 112s1ee1 4t2s1stl Np)X\MULLIDNCAP. >ANCHORCAP.,,• unnx7yw: 7116•E7D6 tnleean VC Eko UlOxx Ef16'EIra UllrasAl Sq'S7nttree0n rwrv'6 AnebxCBpPDts7n3 �0001 A9we8ata M.. Aw0 Gdq semv+(G5)sc:st(W Sm9w(G'4 USE7HISFORMULA10OBTAINTHE•ANCHOR Ed2nLYN67e0(IOp T 2•v2• I- Vw 3 V 1• 1 2-Im 1• I 2•Vr I 2• 3.111• r aa- os4• t 0324` CAPACITY REQUIRED'LCCRRESPONDINCTO AN EratcdmDp10n2 i4Y4• iy{- 1.3U• 1.YA' 2' i•VA` 1-1f4• s41i' sa1A• 1-VSr 1_t14• 2- T.Fb• tat8• latoa ACTUfcL PRESSURE'REQU(RE34eMFOR7HE { 2M.DIXr$4.70•ML O.G/Sm0Gg070SSe1 (Fh,1N =n. 7mas .150IDa MD. 1614tCs 27a100 200 fas Winn 7{0(W 7T4103 6EG tas 1461'y :Nt tie 442 r4 58o N[a OPEN}NG,WHEN Tf 1S LOWERTHAN 71-IE MULLION A Anew pt.1Y Mn.O.G fateMudbt OFJd)Ol➢I71a•2F 400Dn 700 bn 1 WA YfA WA 580 mA N/A WA WA WA aa2 r7 E077a0 1S20r5 CAPACSTY(FROM THETABLE)OFTHE MEMED {Atq.1m05-781r-O.G111)245Ao9M f;0p111Fta.7' 760M 7W iW 60310 is677na 1460 Is WIN MW WA 760lb. 7467m See tax 10021m 682w 0/91e0 !I=im MULLON.IT WILL YIELDAMR`tM1UM ANCHOR 3 Amys 0(LW Mal O.G/UA3741nf9.5a0•Att04.(I-sa,4): WA WA WA WA N A WA WA WA WA WA WA WA WA WA 9501m CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMna7TF•gb(Fa,st: =fm 1D91na 2251. 445ra i Mahe 135ma 140 1b3 VT U. 370 im IETM& 372IDa 475 RG nD ton 221 tx 280M ADDITIONAL ANCHOR OPTIONS FROM THE 2AId-Sa L75•Mrh DAIF-01p(F7A 0): VeW; 3'A Im WA WA N7A WA 1D0mc WA NrA t4fA WA WA xf rs 4/2 ma SOO IIa ANCHOR CAPAC(TYTABLE DRt)DUCf RSVIS3D u complylnd Will,I&M ids 811)IdingCod6 FIGURE I: FtGURE2; TABLE NOTES: 1250•-.( Aeeepuewllb,o''M'I8,0'j ® ® ® 4 BxpI I Il-Dram oil ® 1)SEESH5ET i FOR INSTRUCTiONS ON USING THETASL ESAND sHEET25 MR INFO.MAT10N BY ON LOADING,SEE SHEETS 2.4 FOR GSgERAL INSTALLATION METHODS. m 9 Dad9 no&al 2)LINEAR INTFRPOLA710H BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. \\`•.t t 1 i t r 1'l FIGURE 3: �t ,�•(LYNN ANGLE 3)MULLION AND MULIA014 CLIPS SHOWR ARE NOT TD SCALE.FOR SCACT DIMENSIONS,SEE 3.25D• ��,•,2,x •'�LCEiFSg CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RcsIRICI'IONs ''i•; ® BE USED SHOWN ON SHEETS 2-23.FIGURESSHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS� ll;; >J0,50705 IN PAIRS 4)SUBSTRATES,CONCRETE SHALL CONFORM M ACI 307 SPEGPoCAT)oNS.HoLLOWAND 1 FIGURE4; FIGURES: FiGUK6. GROUT-FILLED CONCRETE BLOCK UNIT fCMU)SHAL.L CONFORM TOASTMC-00.WOOD SHALL 10(r BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.65.ALUMINUM SPALL BE •-•V 6053-TSANDSSAMWIMUM OF.10o THIC)G57EE-STUDS TOO=AMINDAUMGRADE33AN0 -'�' =Ap'• sttA1�L•F r';��� N5'THICK(18GAUGq.STRUCTURAL STESLTOBEAT LEAST.I2STHICKAND ASS.ALE. ........ f ': ® ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND THE MATERIAL 12i x3.2s X;80` �':�iS7S7 \tip #10&912ANCHORS INTO WOOD MAYBEMEL,18-SSS.OR41OS,S. MULLION `/+ �O(1)+�i• 1.1 � A-Lt1NNtM1LL'Er'2,P.E, FL P.R* 8705 4 1/ ,6 BLE 16A � EMU=WptclWTablo 6hfRLL) OprnLn,TNldth(kfVLlCfm9yspenNUgmdLops)orOpm%Q Halgh4(f9Phvfao7in9y.panrinp lnufR9m} EL'x� SO 16 bOL, 79A tab SOLI 1901A {20 ut 140 So :6DLT }`��''0 %S2ti Aaam,4,W 'ftWTC-u. R"dan0011r �9pRdm2. Mtla9p�Ow Top76pn6• lh.ww'w Two An' Rr9b30a111 TrJplbal. F1401a0➢0U2 T%-MM2. R-.Iuvltt Tdp7Trenq. ftael-qm� 7nprADnp. Rafs11¢IC Trap7aDOq. i2y X.624 LDDt¢9 L.W.5 LaDdq Lpbmn9 [cxOLq LwC.Q L9:dA0 La¢d2q LebdpQ lnedn9 Lwdnq 4ald'aD 1¢aEc9 UK¢p LOaaW9 Uoug Lw24Q lJn3:ng .. Iunt TohnFlia Flot R s .s 4 _� =4a a a� o� d a ag M1 o i a ^€. r� rr �s � a$ a s�, e. � = �Q r Pi � _$ d o j u Se o.� u1 6 u3s c o G u �-C u•. u n'� u &.. 44 � v= is n^wt $'3-y 5'p �g r; s Go- r:t Qv 5 E vra =' s`.�i�1 d•, r�3. n FF,,a �9 y �•P �•w; F i •}Se 1t Sg Sq 71'a 1m ?c F= 4-- f& <2 k3 :�1`c i G E4 �8 iz 2 z f8 $8 Fe a'e" d'e' s fc xa� E_` 36 �8 �e �� �e E2 � f& _� �e� p {2{a 1T0.0 620 R0.9 435 1Ta.0 TO IRA 470 170 06D I74o SD6 S7D,C 1 931 STOA 610 170.11 111E jlMb 321 172-0 17AO 170.01 621 1T0.0 1 lien 110.0 In 170D 1T35 170A I ill Ima 1333 170-0 1 S21 49t9 fTRO 106 1T0.0 624 t70.0 DSO 1TDD S6( 1711 992 70.0 C30 170.0 I= 170.0 K7 170.0 1279 176.a 67? ITDA Aft 4DA 400 I70,0 S100 170.0 600 1S9? 19T3 170.91 6e0 143.5 IS72 170.0 676 } S 6CL2S 1n 170.0 Tq7 {10.0 9R fTAA 895 90.0 SM 2TD.0 10f6 17OX 694 170D MY S7A.D 723 -70,0 154s 170.b 7A7 170.0 14% 170.0 761 170A 17a: 123.0 706 167.5 1w 1T0.0 Tic 133.3 117T 171.0 7.w ,e a 3 0 ]p' M19 MA 7ST 17D.0 62. Iml ass mo sm 710s Ills 170A 754 1T4D i2T6 t70.0 W 110,0 IR4 170.0 237 170,0 7SR 1101 9S6 1S64 1754 17D,0 SO 114,E 1759 17aA esl 117.1 1T69 ROD E61 � O a tD 79 =0 WS 170.17 101 17L0 109E p0A T37 574,9 1140 A0D E76 17D,D 1417 171.9 544 ISIA 1511 t70.0 958 1K4 MI 1XV =3 t203 551E I= 1613 It3.6 I51f 17D.0 1t1R 9DA ISII P13.04 1013 C79 110.0 = 170.0 745 I= Ills 170.0 An 110A VD2 510.0 340 IKE aTc t79D 1915 1392 WO00.0 1976 125.3 UTD T64.0 Scat 1n44 1270 16G2 1072 85 WD I= 107D 783 127D fB53 19T0 Lo 66ln (79.0 374 f70.a W 7Y0D JIM 110.0 S03 195 124e 570.0 1002 1342 1244 S5E.6 wta t i2t.1 tt45 1{J t 10D0 f095 'Rbt 130.II BST 90.E lblE 170A 976 tY-E 1218 i?Ao 876 66-f 17L0 txi0 9T5 m � 'y 721. 'IST.6 lUa 1T0,0 CT In.1 1049 1542 b92 1119 100 17Zt t76 SO43 9040 11E,1 660 332' 1D43 1MZ b4t W1041 92.7 BID 094 104S 043 226 S9A 1049 9L2 220 SZ4 1045 911 E20 e, e T6)a 12I 941 141.1 en JIM 941 Irm US 191-9 -147 111.2 791 M2 941 1001 777 793 541 91,7 755 71A 941 855 7ST 615 34: 71.6. 744 0A 041 Xt 707 40 Mt 73.7 139 Tei.1 13Lo 09l 1715 19t itOA 694 t169 76f 542 09 197A 7S7 b25 EU ➢L9 T40 713 N4 W. 73D ESA E94 M 721 55.0 204 7D.7 717T 47,1 VA LTA 101 41.3 em 461 a Q BD1n OSt STt e0? SS6 TL5 91 T4A S63 61A bT% 66? Sr6 M. b7! A.2 666 47.7 5T7 629 ESb 43.0 ETl A9A 951 3S1 671 AL1 539 20.7 BTI 3LT S31 26D en 3T9 676 2 ¢ O act. 16.1 *m r41 52T s%o 60a n14 Ste 605 650 5]A SOS {{0 690 47.6 SM 293 S10 43.0 AU 3L4 SID -42.9 Att 215 594 X? 4T7 2S5 690 31.6 A69 =1 590 29A 454 � X-Z o .o 103 L1 A17 AM 603 Alt 41A 466 42A 414 2S5 4E: 7L1 ip0 S11 {66 719 l02 2T:6 bnfi 75.7 ]$ 21S 16S 27,E 731 20.T 466 233 3E2 rfD J6S i1.2 37S 1b.5 l66 19.6 7T0 (A N w $�y1- 117Irt 45D lit b63 400 3D2 441 393 3Y, 3L7 J41 7/.1 387 2n5 441 7L2 763 23.4, bbt 272 376 22,8 441 24.e 7T2 11A 441 21A DO 16A Oat t93 ]56 14.] N7 1T.9 D51 W co Alin 7i3 3A 7b9 3tq 3AA 77t 3f,0 339 255 0T8 26.t = 2Z7 ETe Zt? ON =1 375 213 326 141 ah} 115 m 1L1 313 167 374 LY K V/fn i.,0 2f2 It2 212 17A Tb2 1T's 131 IEA 2t2 153 23B V N d O Q y•-� Z to to TABLF I DB A:[ch¢TCSpedN T9L11e Llbt) ANCHOR CAPACITY AtUU&TMENT FORMULA: ANCHOR CAP.,,,,,,,¢ L c "'a¢'D svm9J9t Z7xcxTr¢te o5tem9. omweN FD1adCMU P-1wom md7 �OP�)X� )=ANCHORCAR_ b1S61c0 1wmB CD a16•T3C0 11cSSEco B79${cd fflamp3 VMS- MID2L'0'CAP.,,,,,,,, AS1choCCllp.atbma Atxti071}p= Ons Efca Ul2COn Tf4.1x0If40a¢9 916•£1[0 U11ppat va'2k¢Ua2xon e ulBacon A9yacdoc t1tlMM Agrmsdr 5one{ebs)stml'{cs) sezr(W) USESHIBFORMULATOOBTAINIHe'ANCHOR 69aa1lm¢cam 1• tvr r 2•v2• Mir t• z'Dr v z-vz Z' Iour 2• o.m• I o.SV MOW CAPACITY REpUiRED'CORRESPONOING TO AN Fmxantat Iola• talr 1s4. taws' Z' I-ve f_ve 1-tAs 1N4• vur i 1•v4• r ts6• I I_vr votes ACTIIALPRESSUREREO.UIREMENTFORTFr' xAnciae®t7+67ABn.oa7sxmdacOtaet Cllp a 590AK 450lar 000= 160.110E 2107bs 201s. .:.+1a¢ F 740= W4 ms 1 6640# aES1t9 3411b I 4421G 56D➢Z OPENING,WHEN IT IS LOWERTHANTHEMULLION 700w N f h=_pi 403 .iSNlrcO,Q1SIa105:6{DTpC's0�P0TG2K m. NIA .WA WN NIA swits WA MN WA TEA WA M2➢a 8519s 1f21tet 4A CAPACTY(FROMTHETABU Y? F1.OFTSEOT9V tARDors,'R a7A/D.O.C./C472A2 Ai9k CIASI(flG3A 7ffiT 79022 6TOf0a 15!AI01 I0164x StDl11 6B]les 1UA 760T1a T48 Cx Od10¢ 7a920c 6020x 881IbD 112D86 MULLION.IT WILL IIELDAMINIMUMANCHOR ohml¢p®O,SrM:t O.G TL4:1p.Os'.1.10PAvm.OnP AS WA WA NIA NN NA WA WA NIA WA NIA WA WA N!A WA tG0/Tr CAPACITY WHICH MAY BEUSED TO QUALIFY fA=TWJF-m IFlA.sy 105 IDS 1t5ka 7n Ir5 'm im azl Icau ms 1ao t,s I77>m 904ac 167fD3 a2z� 4751a f7ao9 as1G 2sDc AODRIONALANCHOR OPTIONS FROM THE 2 AUMN A 1.15'R.O.t:J FLi (Fla 1Y 2ADA6 0!Af1Y. N7A WA. I WA I NTA 100is WA WA NA WA WA ANCHOR CAPACITYTABLE 2RwUC'r -v1= ctc mplYjiB Whht0a Ff0nda FIGURE is FIGAnacld tans dNa �621$�6� URE2: T TABLE NOTES: t.260' Ex imlfonDnlc IQOSI ® J ® 1)SEESHEET I FOR INSTRUCAONSON USIl7G7HETA81.BS AND SHEET25 FORNFORMATION IT d�t ON LOADING.SEE SHEETS 2.4 FOA GENERAL1NSTALLATI ON M'STHADS. �-D6�[I I I r TT B FIGURES: 2)UNeARNTERPOtATokBETWEENMULL LENGTHSANDIOR OPENING WID7HS(SAU.OWASLE 1�IC�y L NN ANG9F -= Z)MULLION AND MtR.L{01¢CLIPS SHOWN ARE NOT70 SCALE.FOR EXACTDIM.ET7'S10NS,SEH : <•: 4 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLEO INTHE FIELD FOLLOWING DI)d5NSIONAL RESTRICTIONS 1 �:� •'•„c ® ® BE-USED SHOWN ON SHEETS21-23.FIGURES SHOW SUGGESiID,APPRDXIMATE HOLE LOCAT70NS. IN PAIRS. 4)SUBSTRATES.CONCREMSHALL CONFORM TOACI301 SpECMCATIONS•HOLLOWAND D GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORMTO ASTM G90.WOOD SHALL 1 ='0•:� gj' 117� FIGURE47 FIGURES: FiGURE6: BE PRESSURE-TREATFDYELLOW SOUTHERNPiNEWITHANSGOFD.5S.ALUMINUM$HALLSR .�a• •%'P y�„TS P .•emu, 1p ® 6089T5ANOBEANIOMUM OF'.100'THICKSTEELSTUDS TOBEA MINIMUM GRADE 33AN0 045-THICK(48GAUGE).STRUCTURALSTMTOBEATLFASTAWTHICKA\OA36.ALL ANCHORS INTO ME?ALSHALL EXTEND AT LEAST 2SCREWTHREAD5 BEYOND THE MIXTEERIAL US-Xn.2S"X.524' �il�• I,.\' 1`1cJ11lA 1t 010&,%12ANCHORS INTO WOOD MAY 13ESTEEL,I R-R SS.OR 410 SS. MULLION L'{•�j(:{I(;�{i,�.eR,P.E. FL P.Ex$8705 n � o BLE 11A IdCRlopCxpaWb'7a41ppl:ser) °Ta;� R Openjnl7TMdh(hrvnriieatyspn7rc77np�urdareTorlTpertin>1Ha)4ht W7ttDllrorfe)ys9Dndr5 intlGDas) zE���' cc scb EO iv 7Db a00: 9Pin 10957 1201n l4Dh Is0i. 4 Rae7adr 7gyT.ilna paetnDLLx1 7afLitnS AvamyLT=g rE. FtWDOIST 7mM11,n0• FtIch u, upmil.v- RaQYg4Dt r pTa-4• Rm r ¢ a+�� Y;a¢.6 Laar Lf9 Ia49 Ln6C 3aS¢ Ler ldYa ldw Las&gL,dns L.An ..Cg Lws';; %.624 a,t7x➢w nayrean. x.c�o'LmTo9 ka6n0 Lm499 Iaae:y n 4 6lolllp n •5 = _ 9 5 ay 5 . iL :r 'S_ H,. % .,•F y 4 .. •�'� y_ d i4v �'� 1i u ue o Ga 1i o ;`s a8' t, o+p�Y m og' u $2 % 43o u u' N Se4� 5e'0.. x - e..^, C "•S a3 & ^' » k� u v.Ce s s`y"7 m€Is; o E y -4 s� � 2 � ° � . �- d f& $ s s•E '9m sf aA Bi<`c z� Ez $^ Fd 2 icy € <c �E FQ �� SB �B Via' m 'c s' tx= ss $c` a c��c m ��` a Fa 6 Fa _E @!2 to 1D Z to a N 421v IT0.0 920 V1.111 435 VLD 74 1711.11, 470 VDA 1 BM 170,0 PS TTCO1 022 179.0 09 170,E y10 170,4 52f 1709 124A- 1)0.0 Sis IP.fl 1411 1r0.0 42L 120D 1 177E 130.0, W 110.D ISM 170A 621 � 49b 170,0 706 V0,01 S24 170.11 DSO 90,0 SU 170.5 292 120.6 00 VOA liM 170.0 661 7T0.0 121a 170.0 87r 1170.0 1417 17DA Sao I= 77aa 17D.0 $30 mis 1513 1701 me 476.0 27E7 170A no 5.•s7614 1744 7J7 17" 60 ma 296 --w sit 1=3 1D19 170.0 su imp 119E 170,0 7m 1710 154E TNA 741 IT6.0 1454 t7CA 166 17W /733 714L0 73S 7h10 292 174%0 7F5 91113 2791 VILLA 7S6 � (L'n tD S47a 170-0 n1 170.01 S72 17" $55 1 17D.0 Lot 170.0 ists 1T20 T5;I 1T0.0 1275 A0.0 903 170.0 1434 174.D VIN 17a,D ISM 170.0 A55 flu 1D13 I fmc ➢a ST¢A =1 fraA HSI feu, SNO 176.0 AS1 to SC In 170,0 ESS 1.7a.:1 Tat 1711A JOS21 IM0 797 170.0 IUD AOA 176 117U I 141T 177.0 944 1711A 1591 170.0 1 0; UD.D I I7f3 D0.0 loss 17CA 272E 110.0 190 14Ss 2T63 I= 1DQ ra.8 21t3 170s jest m DOVy Grin IN.o 9F 176.0 74S i7LD 11 I6 IM9 860 M.0 IX2 170-o -DID170.9 J493 1Tn.D 'Air 1r0;0 -03 IT" 10T6 719.0 tOAJ 1T0.0 I= 156s ISM IXII 110 134E 2D5D 170A 1171 117.7 2000 A0A fill r' 1 r J m 66In 170.0 97{ 1T0.9 7H9 170.D 7169 i7DA 963 fTaA 13R VDA 10D2 170A 153D Imp !Dos 170.0 1153 17U Ism I7aa IB{➢ VOA wo tao IS% imu I= iWi um ma 1226 IDi2 Iss; VOA 128E � lF o m c•S 727D 170.0 1053 170.0 070 110,15 1275 171S.1 1909 lTD.0 1496 17-A lus 170,C 170D 170.0 7729 154.1 7734 f7U 1315 i3l,7'1 1st{ 169.0 12➢4 115.S IUU iSi3 1394 991 =4 USIA 1152 110 T714 150.2 1352 Z I�, T o� 76h 17a.a iss2 1TDA 617 170.0 S•J6 119.9 7a90 16a.6 y556 fTOA t2C9 s+7A 156E I6S1 12a3 17L1 jSTS 161E t?!8 T17.9 f566 1;19 a6S T9] 7ES6 17L3 12" Ut 165E t'127 fats 73.T ti56 12t2 1215 7 c b a:x 7ela I= list 173,➢ 157 VIM 1731 170A 1116 1559 1477 TE9,3 INS VSA IM T52A 1224 121.2 1477 Mf $206 109.1 1477 123S St9I NA 1477 ita.2 110 77.8 1477 I1nD 1R6 502 5477 1D9.3 1154 -4 00 is I,2a 711E Ism 9Bc iI.? ilia -M3 um 10Sb '110 10T9 !sl t$B ilia ru 53; 703 IITO ➢M !22 71,0 111a e0.7 SID 6U ilia IS= Sit $0.7 Ilia is-$ ve "'-I fita a2.7 270 b 96M 117.0 9lS 1273 072 aT-6 91S 1D15 e5s 879 975 HBs 7512 7s2 9TS T0.5 029 SS,a ITS 7t1 ti17 68.E 915 lS.{ Las 48A 976 57A 7B9 ;jA 9TT !»;3 77C 76.6 art J9J 187 I4. x RZ��•O T08 kt ezz 771 041 i% 6!6 777 ID-7 CHS IA,T 27f at] 5TJ 51A 77f 6i-3 665 /5,7 7Ti {!.4 665 J1.1 7r1 Y9 6dT 613 771 7A9 n42 '�A 711 3E0 6tt ]S7'R7 321 6tZ 111L: 7E7 7s7 r7.1 661 ml 77a Ma 60 U.f T30 56a Sd0 1 472 734 499 63i 42.1 Mo {6,0 G22 9LB T36 41t 6A 51S 7]0 9i4 60D 27A 71O 379 54H 27.7 731 295 ba7 CC Lu co423IT 59,8 ¢44 fill SO {9,9 StA 61S SbD JSA 42d J4.7 652 373 E2; as2 Sf; S7A 624 sss 57! D4a 52c 372 i11 25A 62{ 277 619 27A cl( 21.E 309 17.7 Eu ZZS SD1 It. 14t in 31.7 ITS 35.1 499 239 433 Da.4 ]a5 2<.D 4is 25.f Aa DI.T 473 22t �$ 19A 133 aan 3B! 17.] J33 1➢.2 i(j5 U crj TA5LE11B � O O ArtchorCapaWLYTabteUbe) AHCHOR CAPACITY ADJUSTMENT FORMULAS �$ a €a1°o %uw1.� 27S C«ctta estc= Nduwc44u F)hVCMU rrwtm May o ANCHOR CAP......,. n�c_a M-)x( ),ANCHOR OAP." 2g1s II1D L-0'SS FteO 97G'EkD 11F ss9cp tn031rt a125ttd 1nz5t et MULLON CP.P,,,,,,,,,,, Arenv7ype 1'1sIIwU4¢C W FSeDULf,cep ]ryC EIcOOhlYlii Vr EiCOVEietDj{ Anchnrc[Ip Pallemn � uciaaen Apjtcatoj 0Ar4c0,t Ap2»zcr Sarw(m)svtw tf.5} sacs(<.S) USET'ri1S FORMUlAT008TAtNTHE"A730HOR Edz t7atalCaD, i' 29r 1' 21rz 341W i• 2-ISO 1' 2tIS 2 AAIs 2• 9,a6• it64• ame CAPACITY REQUIRED'CORRESPONDING TO AN I SnLlmienl fi11J• I-- 1S4• fa•+• 2• 14W 1:L1 1414! t-vs 1-114• MI.- 2• 13T• 11w hams ACTUAL PRESSURE REQUIREMEVTFCR THE 2AxtnCQus'MSa o,crSlniaaa#'oR.Ct Cr; e.0 D9010z Da3La 4:G 7SL 0a0M 151.4 ms a9ID¢ agj ra ,saws 740ID6 774 4 mGram 9BUD S(M 442 a6 DO IC OPENING.WHEN IT 1.5 LCWERTPMTHE MULLION 4amii7agus•1J7n nrslmctaj�aise6clPMOLn Imft 71A DS NIA I NA WA VA 00aw, WA WA WA WA WA 02M WAS 11701D➢ ^APACI7Y�ROM THETABLE)OF THES�EWED 4ASemn�rUDDo.C.r121x5Aivlacup:rp•1caF 7man 7D3rra MIr_ ISM= -factas s1D1re a® art 7wce 7miD.+ eaDix SAAznx ®z7� D519s 11m(x MULllD,l.ft'WILLYJtZt1AMINIMu7.4ANCFOR 4ADUmrJ80,54'MOLnA,fU.Gtp.Mp,1Da'Aram-�Y14 Nw WA WA NA WA VA WA 111A wA NfA WA A HIA WA 12ST H>: CAPACITYWKCH MAY BE USED TO OUAUFY 1A•xmrfrrAp67cs1 1050. 12510 ssuc -asses a.. 1351b, smam T7r(x Sr0ua W71as s]2i� .naAa 1T09a 72tlts 2AADc ADDITICNALANCHOROPTiONSFROMT'HE 2axK750t1s M01o.C�FCSy(Ia sT z4Da1 3S1f5 WA WA HIA HM 1mf5: wA wA HUL ww wA 311 wt ee21ln ata rs ANcHORCAPAOrtYTABLE. P710DI1C2'R=ViSbri as c9rnPtgitylw7GR7Ea F76cida PtGURE1: FIGURE2E7- yISO, Buit£atgcoh tite'o2.1 a3 49 7AELENDTES: rupl, "0m13D �• �' L•cc Dale 1)SEE SHMT 1 FOR INSTRUCnONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEESHEETS 2.4 FOR GEDIeRAl111STALLATION METHODS. N,I DadaFrodcOi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDSOR OPENING VIllOTHS IS ALLOWABLE- 1 T 1l i I I i l r FIGURe3- �,`��Ij14`4 lYi 1.fNJ���i i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NQ7 TO SCALE FOR I-71AOTDRdENSIONS,SEE 3.94' ��Zr��;•`iCeNSF •.'Cft CLIP MUST SHFEfS 21-M HOLES70 BE DRILLED IN THE P)ELD FOLLAWINGD;MEVSI014AL.RESTRICTIONS ® BE USED SHO11'^I" ON S4EEf321-23.FIGURES SHOW SUGGESL£D,APPROXIMATE HOLE LOCATIONS. ,yp,5070E ••�� IN PAIRS. a)SUBSTRATES:CONCRETE SHALL CONFORM ToACt301.SpEaFICAT70NS,HOLLOWAND GROL,-FILLF->CONCRETE BLOCK UNM(CMLA &HALL CONFORMTOASTMO40.W000SHALL ): � ff ff IL:; FiGURE4; FIGUREr FIC{UHE6 LIW BE PRESSURE-TREATED YELLOW SOTITIERN PINE WITH AN SG OF0,55.ALUMINUM SHALLB5 - Al Or «^ >p 60E9-TSANDSEAMINIMUM OF.10WTHICK,STEELMDSTOBEAMINIMUMGRADE33ANO 4" - A45 111CK(111GAUGE).STRUCTURALSTEELTOBEATLEAST.12TTHICKANDA3S.ALL .--t %�(••'•�Lo_RK?F-' ® ® ANCrtORS WTO MG7AL SHALL ELTEND AT LEAST 3 SCREW THREADS BEYOND THEMATER1Al_ rr SS 'It()11#12 A 4CHORS INTO WOOD MAYBESTEEL,194 S,S.OR4t0 S.S. 125'X3t74'X,62q• a LYntr�Ml Al- MULLION P. MULLION FL P=.�587D5 U f ' I i BLE 1?A w MuaumC lly7ahia lbstltl ® ^aA OpOntn 1V1e1n7(Yarwr6eaM•gDDf�dnsMd5DM)Dr Op6ningH hi(fa7ndrt71ts11ysper4lYp mtill9ns) C;3 sc7n bola Yoh 74 to tro to Soak 1101. 144}1 too lrt t R-ete:➢u TcyMmQ, ReefOnpdnf Tmp7tdOnP" Fl4bb2u:nr Tsp�7c�ry� fdcLa9uc 7m1V7den1, -Re4MWI+ '17l?7Dea9" &CW200 7np�rany AUIaq➢iCy 7wpintmp- RoNaafsl0r TmplfdoOR fialnnyutLt Tlepinlan0. ➢' o :x4x26 LaadmD SooCn7 L0a6.1P L0a6n9 lmadn0 L=dDP iwCIW Ldaft Le:d'+>Q 145d06 WadO➢ Lar drt lWdYR L9ad00 LmdaO leadny Lmft la0rsn➢ him.TabD IP g � � � ILEr �a$ � ,s .;<$ .�s• ag>, as= a3n1n a a aB 15 a s a 11 a 'a h a I a .3 m i s hla-i sI Is o a I F I 42N 171%0 0TD 1710 415 V9.0 714 170.0 RM 17a0 886 Va0 6UB 170.E 992 1TOX 319 17a0 111E IMI L21 tipA 120 117&0 j 521 170.0 14DG 170.0 521 M13 17a5 170,0 1 sr 170.0 ion v0.D 524 p r 01, VO4 708 TOLD R4 170.0 E50 170.0 5" 17C-0 M 170.0 MU f70.0 1133 VAO 551 170.9 t775 1710 D77 IMD SIT VAD DOO 17A0 1700 170A DDO 17t0 1983 $70.0 ew t7D.0 72V 170.0 Boo J SWU 5o223N 1TA9 747 170.0 G33 17M D90 rA.3 D.91 1170.0 1 INS 170 04 17C0 11BS 179.D 7TJ 17D.0 ISIS 170.D 747 170A S4D4 t70,0 75D 170.0 1773 110.0 754 IIE9 2DMM 1T9.0 76Q 170.0 2791 Tm.0 758 IkN 17LC 7W 170,0 D12 mo BSD ma 651 17a0 ilia 1T0.D 751 170.0 12T6 170.0 005 170.0 14N 170,0 �T 17az 1D94 1T0.0 Dst I= 1913 170.0 set t70.0 2131 1709 r I 17Q0 75Sa 17A,0 DGt 'D win f7D.0 56s 17MD 701 370,0 S08U 110A 7LT T0.0 124D 170.0 DID 170.0 1417 17a9 94e 170.0 1504 IXo OW IVA 117T 170"0 I= I= 2I75 1700 10s3 170.0 2479 110.0 IV" 1603 2560 17A0 1D57 07N 1711,E on 170.0 745 170A 1110 I7a0 D59 Imo 1704 IIOA fi(0 au I-m ime tots 17cA 1871 ST00 tWa 570,0 IM 172L 1122 1740 2231 770.0 1I59 1807 2$53 170,2 1171 145.1 7371 YIOA 1171 � •'1 561n tTOA DTt 1T0A 769 T0.0 Tte4 f70,0 031 t7oa 13e1 S7a0 iWt '179.0 is" 171CD fM6 1 0 1751 17ILD 1155 f70.0 IM 170.E 1210 T0.0 2336 1700 1275 Iil3 24a7 17U I= 13U 2417 170.0 12M c EN 170A fO83 RD,D M 1100 12Y5 170.0 ID09 17A0 1498 010 1127 17a9 1700 170.0 =a 170.9 ISIS 170A 14% tm.0 2125 170.0 I= 145A 2184 17aD 1/68 124,E 2i84 tT0.9 fE29 104,Z 2t04 170,6 t630 7aEa my 7122 170.o DS7 1-10A 1340 770.0 10M 170.0 1570 1T00 I 9 1TOA 1794 170.0 I= 166.1 1960 1TOA 1421 14DA, I%G 170-0 16M 175.E IM td1,0 IRS 196.T W* WSJ163Y 92.9 1080 75X7 1DJ1 ' 751n 1T0.01 List 170,0 0G7 170.0 130t 170.0 1115 MO 161% I7a0 1250 770A 104Z 4A0 130 I= 1561 t700 1474 1F.4 1881 1611 IDOD 114.5 JIM 147J Tq1 ➢D2 1ae1 7J9.9 145P 65.0 11911 1'7.5 1454 Q �- •7�`-�,� 9010 Ing 1321 17om 1144 145-1 179E Ism 1NP art im 715:D Sit& 11T'0 I= t2fa 1174 92.4 115a 1102 115L NA 129E IOL9 1147 74.5 1590 59,8 1172 a5A ISO D27 tins'68,9 1DP6 7n9 S08B 2 � 032. 1".4 I= SS1.6 SUS 1229 122G 127.8 107k 1=3 1222 1112 IN 9x. 9C9 IOU Gt,O 12A a9.t 1029 72T f22a =4 1n16 6L4 1229 72,2 91S DU 127A a31 07 46,7 t27D cti as7 fog 10 I=$ $71 1GSA D77 80D II%1 a0D 602 74A 97; T72 040 1ii,T 97'i 00.5 D77 ST3 877 sl.e M, 8t3 17(1 6G5 GIs 471 9Ti Au 796 S70 971 44.0 757 SU 9V 40'1 771 (A iD 1f1N SSA PID tr.1 832 79,5 lit 01.9 BIG ml 319 7a9 OJ5 W. 1 0f9 BZP 701 6J.0 Gig 59,7 7e4 4f7 9t➢ af.0 7M J9.7 91B 443 758 SLI 97➢ 302 742 AS I➢1L 57.1 7S2 � �� o 17n;M1 75,6 7NI 76D 71G 62➢ YSD seb 705 33a 783E 615 47.2 7Ds 44,4 6e6 41.9 738 KA E7T J7.T 78B 40.5 N. Si 75D D4,9 aS1 9.0 700 St.D tS41 T3,D 756 21A BJ1 1/(In 43,7 648 442 50{ 124 s45 07,0 4LL 37.2 3{5 173 491 27A 518 2L2 455 x4.0 V8 752 47➢ 2t a 540 P2,0 474 132 6aG 1➢S 4G4 ts3 ae !72 456 13.7 5(0 16.5 Ma U X l TABLE 126 ANCHOR CAPACITY AI)JDSTMBNNTPORr,ULA: 0.eN Z �>•w AnchorCaPSUfy TOLie Ibs{ � - 6a w& 2.7framrdt a5kQrit Nmwcmu FYcdaMU PT9r0c0 melt (OP,)X�ANOHORCA'.._,,.,,.�=ANCHORW.,,, �� .E gggg�a� 816'Bco v4•SS FXA 57n•FJc9 vd'ss Ece tlfa SiW *12S1a1 C1Z0450 MULLION CAP..d.,,,, AneharCDp Pntpm. Axlrr7ype a1s9cOUDttm v4•f70D UOZLon Utr.%m ins 17murtrson vC OcOUArDcOn ApfCJ1or U7r1C» Am2Glttr Sarelr(G$)avaw(G5) Sc1e p* USETFRS FORMULATO OBTAI_*1'03EANCHOR 2alaq:rarxEDN r 2-sr 11 2arr 3-1,0• r our r a1r9• ;r auc r E,a• ese 0x4• CAPACITY REQUIRED"CORRESPONDING 70 AN EmaM0-1 ta14' 13'4• 1aH' fS'4• Y 1.114• I-Vr 1•f14• 1-v4• 1.1rc 1 A4• r 13is 1yO• ma ACTUAL PRESSURE REOUIREKENT FOR TLE 2AXW0491L S'NIa0.a.119m00N woral cm, SLR 093ms Zm-ft 45a(DS aw 0a 16141a1 2701DS 2mi �a.79s 74010 574 IDs sale¢ ➢4SiM 3/11a3 442 Da SW1t6 OPEN{NG.WHENITISLDWERTHA\ITF1"EMNZION 4amu-eE�taraalsaazd{aome0a0a IRS aY 74Des Teas saiDs 148sb IQi31 NIA 6077Ds ?n msrG WA emma• w4 mze ansua i Nm CAPACITY(FRO?h7YETA81'e)OFT4ESELECTED 6AIsDa244 i.ri'MOI a.C,7S1a7:DN QrpseQm;v NODS 0:0 75e 1b3 10/60a NIA H01 2n7 Na wA 7001m Ii1A WA .WA 11221� I== 1E MULLION.ITWILLY1r9.DAMtNIMUM ANCHOR 4A,e000ds'aDr.o.v(e7z<6Argwe¢D4rtRas>: Tm WrIg fsfam u�ms w Sallfr wa 79 74aM% Osaka Iaa2LY a29n 6nsim tcc CAPACITY WHICH MA?BEUSEOTOQUALWY 6AMhM0WWM O.W W Ar01LC7y3197a 6T I90 IC Ival lamms 23M1% 2DW cm 87 as 64D W1 Wi 1tm Os 1122hs 1=03 M351Lc 10221rc I327x0 is D1TlONALANOi;DROFTIONS FROM THE ttta 1.34•le/ngrv-eDy,➢BDazsalv.(Iar wA ww Na wA RrA wA wA Nu wn t(rA wA wA Na wAV ANCHORCAPACIT"A5LE. GArcrM.264•i1010.C,rUCJI,In(0.724Wen.(77T.D; IiA WA NIA )0A MIA um WA 1. NIA 10A NIA wA WA ilA wA n atOks 17015 315DDt 1 7G41t 7127Ds NIA 2ID 9D N!A saaml NIA 44o fie wA 5111'>r 442Ds `.60IjrvM,oar"cuo"6l.10= 4L11D: ) 525ft D�m 07114 WA ww =103 NIA 1i01ts WA wa VA Bit m! 6alac ND B;tildmS CAde NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHORPATTERNANDANC4ORVALUESASISESTANDARDCLIP. Acaptao N,�G-0218,03 CIRCLED VALUES ARE USED IN THE EJSAMPLEON SHEET24. FIGUREI: FtGURE2: FIGURES; PIGURE4.1 By lyt!(U��Ur+y� e .m TABLBNOTES 2000" ltl�� EE "". - o e e D e a MiOm ill a7lodDet 1\Ili11 i11 I/l. SEE SHEET I TIONSONUSINGTHEYABLESANDSHEET2SFOR(NFORMATIONONLOADING.seESH�S2-4FOR FIGURES: FIGURES 2)LINEAR iNTERFOlATION BETWEEN MULL LENGTHS APlDIOROPENING WIDTHS IS ALLOWABLE Rya - a e • e .2SU" 7�: pM,EG7 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE,FOR EXACT DIMEtOSiONS SEE SHEETS 2123.HOL5STO HE DRILLEDtN 44 W" 05/J m e lO THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS2i-23 RGURESSHOWSUGGE57'ID,P.PPR0XIMAT6 HOLE LOCATIONS. : FIGURES:;�:;�( • D t=p s TE PIGJt7 :LGURES: IGUREiD: djBUBSTRATES:CONCR_kiESALLCONFORMTOAC)3D15PECIFICATIONS.HOLLOVANDGROUT•PfLLEDCONCRhEBLOCKUNtANGLECUP OF UJ., I ,^., ORIDp,".•�-�'`� (FIGURES 88) ALUMINUMSHAINFORMTOASTMC0.EAIANIDSNALT,BE F.125' HI=BI'TREATED YELLOW UD.SMBEAMINIMUM RAVEPIKE THANBGOF0,C MUSTBEUS:.D ALUMINUN.SHgLLHE6063-TSANDBEAMiN{MUM OF.725'THIOICSTEEL5TU0S7UeeAM(NIMUM(iRAOE33AN0.043'7H!OK(is 2'X4'X35'1AULLlDN IN PAIRS, GAUG4 STRUCTURAL STEEL TO BE ATLFAST.12s'THICH ANO ASS.ALLANCHORSINTOMETALSFIALLEXTaNDATLEAST35CREW 7/I tflt� +a m m THREADS BEYOND THEMATERLat-#10&412 ANCHORS INTO WOOD MAY BESTEH,IM SS.OR 410 S.S. A.Li '!I<�ILL'-R,P.2. ?L P.E P 56705 ABLE 13A MUigOnCa Aa 7abfe 168fIdv) a}irjz� OppnfhgWld(k(forve�ticelt�•1p71rn3ngmdVara)DrOp7mfn6HDlgllttorMttm7t�af!yspsrri7g7n1ipms) �c���F� 501n WA 701n 8013 9D In Stain i20 LT Hold leak. LL P.vata0wly Trep'fdaM• Ranla�ad 15apTdana. R4ctrnytar 7rayNW. RvBm,raa4 TvaA'm.;, Rt 6wtvr T?eprmmD. 17aetmpdvr h:7Rda00• R-01"pla 7mplidon9. RaUenUAa! 7mp7dm'tO. Raelang9ar 'UepliA:ag. �„ c ° 2x5x,25 lTadhp lat6nD Lmdna Lmt9ng Lwdefl 113doc S.eedn7 t00aaa laodnD _LavSfp t9van9 t9vdlna LeaCq InnaT,d Coa6na LmdOD LendmC 7cvdw ois °' Ahtm,TUbD pc ,�^ ''✓s m �' Y6^ x' n c a .. MUpinn 16 = a 1r s� s ; €e xT £ ere a a �� fib a �� a E� a R� g a sI coE• GC 'S CCC., 2A C x3pp qq �� GG 44yy 7'~ 4 ` a 5�pp t� GGS C to 42 In f70A m OLD u5 170.0 714 170.0 {76 170.0 BM 17A0 5DB 17ae B02 i70,D s10 170A Ii1e irOA 521 i70A i2Sa R0.0 521 Ro.O t{28 RD,O 52f 17aO 170E 77a,0 s2f 170.D 18a1 Ro,O 52f O 48In RaD 7C8 S70A 52{ Ro,0 850#17.. SM 170A 902 1T0.0 a36 1Ta.0 itD1 170.0 ti61 170.p 1276 170A 077 1T0A 7477 17aD aEc 170.0 17aD flop t730 1T40 lean S70.0 eap f70.D 22[1T TTO.o a8C J UI �.625JO i?D,D 7R 17aA Ea! t7Da am Q1S Ram 7DQ 170.E B84 T7a0 1195 S70.9 721 RO.D t1f5 t10A R7 tTOA f<H4 1T0.o 756 f70.4 1T85 SILO 75e S70.D 7D91 4TOO 756 f740 D81 774.0 75a to 5<f0 RO,O 797 570.E 8f2 SILO (SB BD7 f70.0 1f18 1740 754 170A 127d 17a0 !D3 S7aQ 1414 R0,0 au tt0A fSHa irvO Sia iTaO t0t3 RQA adz t70.D 2t3! 770A W7 f7G6 ?350 l70.D Eat fD o co m Aft 170A aa5 i70,0 701 l70.0 7CW 170.0 797 170,0 1240 VLO 87p 170.0 f4t7 t70,0 2{{ Tmo 1594 RD,O (MA 17a0 1771 Rao f003 17nD 2125 R40 Anal 170.0 261H 17DA iDDa t7D.0 2aA ROA t0a1 Y 70 cn cn W h RD7 910 R0,0 74U 17U 144E 170.E af0 570.4 100E Rao 940 170.0 t4an fl0.0 i01S SILO 1QT3 170.tl S07a t74.0 1658 ttP,Q 1172 1T40 2231 170.D itW R4.P ?b71 RD,a fiTi R0.0 2175 tT0,0 t171 � adh ..?aA D74 170.0 7aH 17a.0 1158 170,0 901 ITaO 13a1 170.0 I= 17" f5Sa 17D.0 ipe T7aA RSt 1740 Li55 i70A 19f0 R0.0 12fD S7DA 97a R0.4 1275 t7aD 27I7 170A 1?A STa.O 3[R iTo,o iPdB Z ,d 7291 170M I= 170.0 1f74 17D.0 1275 170.0 1000 770A S1a0 170,0 112E 170.0 17a0 170A i27a R0.Q 1911 170.0 1515 170A 2125 17DA iJa7 RDA 29i9 i70.9 t4B6 170.0 2075 170.0 1S2B l7O.a�3tOC 170,D 152E ? LU2.1 a u T9In 17PO 4II2 17PA 43T 170.0 134E 17a0 ION 170A 1570 1740 !249 S70A 17Bi i70,D i5i2 ROA 2010 Rao t42t ima 22{3 174E laaf t7d,0 2892 17aP fR3 i70A Jf40 I70.0 fees 170,0 J5a9 170A f>c5 1L u ,`,:Z SE 7a10 t740 if51 iTOA 987 M7 o ILEA f70.0 i776 17" 1611 (7a0 5250 iTD.O IM2 SILO 5099 R0.0 2072 VOA 1474 VOa 2d01 17a0 !W4 1704 2703 RO,01 i700 170.9 ^.R3 170.0 =7 I Ja81 174.0 i70a G J z a mN R0.9 ta2D 77QD t!H Ra.D 1594 t740 127d 170A (a59 f7a0 S4BB 170A 2f22 1749 tars 170.0 210 SILO 170 170.0 2BO MAO 101E 170.0 716E M.0 2173 1�,0 44% RDA ZN3 11d,5 0411 170.0 met Z 9DIn R0.4 t;R 1749 12f7. t70D t70a 1700 141f RO.D 1941 l7a0 La72 t70,9 22s7 tM.9 17D4 170A 2550 MIS IM,ITD.D =3 17" 200s lam J1Ba 17aA 2119 AT,t J199 iM.B 247Q 12a0 =9 7S6.1 242d y 7Da>n 1740 iS9; 470.0 SAW f70A 1913 7700 {6N 570,0 22D1 t1DA ta70 SILO 2556 f7QA 20T0 164A 2785 t79A 22r1 tiOA 2I6f late 21T1 12aA 27a1 14JA 2281 193.8 279f MI 2Z14 927 2741 5184 2f2Q to -m °` S 11f>n Raa ta1H 570,0 5451 770.0 1DOD 270A i70D 170.0 22r2 774E Im 170.0 M STdo Z49 151.E 2m2 la2A = 13&8 2632 S4a.{ 2216 IIXAF 2aTt 126.4 27ad OIA 282E f15.1 2t26 83,4 2802 f0!'1 tam Lu r�( v Y 1201n iroa t771 1740 t5&S 770,0 2125 TlAO fASD 15L4 2252 tati9 feel 1JS,5 214 SN.4 S4aL i2o.1 2252 t272 19a8 1m.1 932 Ilk, {B15 Oaf Za52 09O tart 7I2 2252 tta9 1W6 LTA 2LK 0IA tfg8 f X 3 to 1441E 125.1 t3a( S20.a t445 SrAA IM4 us- 1425 69A i58{ HS•5 !4W Ta2 iSE4 aQ.7 iJBO OBS 15A{ T2S 717d 826 fSB4 95.7 105E 52,1 tSSI SAD 1a10 ,ai.7 tab/ i9.2 lJDa JB:1 iSa( 44A t2W Q,N Q ul O L7 TABLE 38 ANCHOR CAPACIT1rAD,1USTMENTFD72MULA: gQ+m� A UOrCa Eel TeW91ba ANCHOR CAP.,,.,.,.., �--O " sa>r=- 271cC=fu J,.t.=. S70amcmu MAO= PT Wood Malal (DP,)X( )cANCHOR CAP., 8fr'Lita WsS F7ca WIr EeO 1I418S Flue $IDSlnd msmd s1251ta MULLIONCAP.,, _ AOtltnrCOp PzritmO Aiequ'(yoe: WIT I3ta ulmcml 1W pw UIL•uem tnaam wla`E1n9ultxaa w2k.uEm4c0 Ago.-041-t USmtofl A22oUbt t>elea(ch 8,(as) S."035) USE;THIS FORMULA70 OBTAIN ANCHOR eawD{t uwIDR r zSn' r 2.1E O8a• r 2-trr 11 2-irr Q ants r OAa 044• a=* CAPACITY REQUIRED*CORR£SPONO)NSTOAN 'embcammllNY. 1aN' l,YA' 1.V{' 1A14' 2• 1-114' 1i•1f4• 5714` VIVA, 1.114- 1.7f4` Y Ails I fata• wiles AGTUALPRESSUREREQUIRMAAENTFOR7H6 zArltnam 0475'tLNT.0.GlsWW'a afglCd C096'10.ta2t JvOtve 390Im 45DR. 0%1w 114(Iba 270 Im I Woax aa{aa MW 074:tr+ M1ba waurt 311 rd 4411bC snow OPENING,WHEN iT IS LOW ER7HAN7HEMULLION 4 Anvtaelc9AAe MDr.O.G151cndnA(9fObdf Ctp Fy,31: TaO ba 7B0w 00001, 17M 1D1 =21w1. SIDra 401w 70904 14801M 74a Ua IV2lm 1a921w MD. Basm. 112D Im CAPACITY(FROM THETASLE)OT:'fHSSELECT5D nl,nctwm fd i.7t'MVt D.a.larcaavl(erOasOP cf9lFb,4t 1m010t 14007w MOW 254S7w WA WA 05DOa WA 10551w WA XA WA 1140R. IT101DS 46 sm MULLION.ITWILLYIET.DAMINWUMANCHOR 1 Isehatz®2'NCt 0A.1R135AN1 JR2,57: T801Da 78o 8a NO bs IA01ba IM 1w SfONa 601ba I.7A WOW AS Ua 8801ba 16911ba 502 rm 395Ra 11261m CAPACITY WHICH MAY REUSM TO QUALIFY a Anv101t 0 r h"' CA IM 2vlAtmit tS9071Pt.Oy i Im iSBaw 13501ba 4lu 1Pa 51921m IWON lilaw WA 15201hs 1196 At1 17t0I0s wa4= 1363OU rn tot 2TA41DII ADI)MCNALANCHOROPTION3 FROM7HE Iz&-ob77i®1FMe.0.MM t5Ar4*cope/G70.7Y. I- 2mo.-A tiro lba 4790 rm WA WA 1DTOba WA 15001ht 10A WA WA 20451m 26f(1Ea EAv ANCHOR CAPACITYTABLE. ?R0DUcTREvtm 4An91omaI-le fry O,C,rlLC4,mU.173ANm.IFh.N: WA WA WA WA WA WA WA WA WA WA WA WA WA 17L\ 74301trs av eomply(naWflt 4+e I0xid0 8 AMb=Gaes•M�1,C.G rU4P.M.12sA1am•(rRo a% Im WA WA WA WA Nat WA WA WA WA WA WA WA N!A 2mlw l-•-2.000'--1 Buildin$Cad. 1Aaenrr®4aa'±Ak.O.CJFGa(FU.iDt 70a9a 490Bx 4'A0t a9o0: 7alalbe 90Da 2a01ba 354Da 7401ba J741a 60o1m 9{O1ba s411w {421ht la01Y. AeapulxNal6`•oZt$,o 4Mcmnfl L71'tNn.o.G7F4.Ip(Fn.iSt 3908E 700 Dc SaSlhs 129E lha tUA WA 4TDfav WA a7Jlha WA WA WA 'C62w 8D5 Re 112o lh iRtf Late ] ' NCTE FORTHEOFFSETCLIP,USE THE:SAME ANCHOR PATTERN AND ANCHORVALUES AST7IE STANDARD CLIP. TABLE NOTES B F7GURE1: FrURE21 FIZUREa, RGUR94t FIBUF4E9: FIGURES:FIGURESOt FIGURER: Mtmnt f0T'mduei e • e • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FORINFORMAPON ON t\11,.111117 LOADING,SEE SHEETS 2.4 FOR SENERAL INSTALLATION METHODS, _ ``��Or�•4,• of/��iAA�' 0 0 0 _ 2)LINEARINTBRPOLATIONBEiWEENMULLLENGTHSAND(OROPENINGWIDTHSISALLOWABM 1),�h-''S,\DI;Aac•'F'P n e S.000' f� a 3)MULLIONAM13 MULLION CLIPS SHOWNAR`c NOTTO SCALE.FOREXACTOiMENSIONS,SM-SHEETS ='1?: (4p,50705 '• ° ' ' • 21-23.HOLES TO SEDRiLLEDIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON z ' FlGUF'=S. FtGJREe FIGURE7: SHEETS 21-23,FIGURES SHOW SUGG-EVED,APPROXIWNTS HOLE L=-nDNS. 1b (X= A111M �.O•.0- I Lh oil? 4)SUBSTRATES;CONCRETE SHALL CONFORM TO AC13015PECIFICAT[ON'S.HOLLOWANDGROirr-FILLED "=��7, y Ag4OF J y� (FIGURES CONCRETE BLOCK UNIT(CMU)SMALL CONFCRMTO AMU C-90.WOOD SHALL BEPRESSURE-TREATED ��1 �ryC'iP,51??' +•`� • e 0 n e e e MUST BE YELLOW SOUTHERN PINE WITHAN SG OF 0.65..ALUMINUM SHALL OF-6063•TS AND BE MR41MUM OF-125" 1 'ri(`s1 t,•..,.• �`���' MUS THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(111 GAUGE).SIRUCIURALSTT EL TO ,�,/UtJA1, t • a e e e • a USED IN BE AT LEAST.125'THICKAND AgS.ALL ANCHORS INTO METAL SHALL SXMIOAT LEAST 3 ScfmN r 5� PaIRS, THREADS BEYONDTHE MATEERIAL_6105912ANCHORS INTOWOOD MAY BESTEELT 16.9S,S.OR4,10S.S, z•x5•xas' A.LYE PRE.258T,PE. MULLION FL F�.1:53TO5 8LE 14A �_ MDItfDn Cn a zae18 tbsfit7 °�" OpenlegWldlhlfartmrilrailycpairtrg mlidmlH)ar0 eafaC H3JRIlt(forM>1zc:IIelfysparxt:�hrdfith5} � � � 4' e rmili SP]n 7D In OD;� 501n Y07I4 l;mm 14D1n 1601. prrdl)o. ReOtimou 7141 m, RWpVAu TrWrm1P. R-L-,pWu 7my1Nr0. Regkt>D1:u 7mp71fa00, Raalm= TnXft4. Rcahm0vi7 ikprydug Rxtanaa4af 71aP?Aan2, RoctayvL-r 7np76.m. e�,}; 26•'%2U-ft Lc14L18 LoW*o LOR41iy Loaem Lm41m 1.0.6d londfrP LDaayq 1-av L dm L". Lau4102 Lasdlre LmdiP L.;em LwOrg al i TubuM ..rJ1nDxsx 1 �1 21AQ r �x4 a"$ � Y� �1 n r sa 2 11� ig a h �� �I i� s$ �� �� �� �� i� �� z gyp'E !uI 421.1 1442 SW IBM 42A =2 520 1458 410 im.0 52$ Wt 414 e6.5 838 I-10 411 MI 4W 13L1 41 721 MO 134.1 411 8a1 &W 134,1 411 SJS BW 134.1 411 45,1 S25 134,1 41l � � f AS 11 MS 403 1rr40 333 WX 403 34,7 D25 =0 4lR W4 ^.ft0 =4 4e1 ttA 317 537 AM 77.4 315 4a3 4Z MO 314 4W 401 7Lli e.8 314 3c6 403 78.0 3;4 3D2 4A 7a6 3U � LU W.Xrw 1 823 582 9:6 301 SSS 362 7a3 204 SU 362 TL9 24 61.6 352 Sr.2 2HB A5..7 3R 84.6 294 41.2 362 -SIB 203 24.3 %2 G'S 2a1 Z..4 384 835 75S 25.7 sat 03.6 5410 Ht;n 31H 74.1 Wr 555 319 64.2 211 40 018 57.7 258 4&4 315 =6 = 37] 318 MA 250 Ste Mg 40.5 24H 2a3 31S 4H.1 440 29$ 31B 4&1 24a 21.2 946 4i,4 24a 1.1 d 0 9l At 44.5 258 5$i 21e 412 253 45,7 214 35,D 256 {0.7 21D 30D 258 ,372 2D7 R7,6 250 313 204 ?A7 258 32{ 2m 20.5 25H 322 201 1X7 256 222 201 16S 256 322 201 m min 427 Z14 45.8 20D aS6 ZM 3t4f 185 346 234 .74.7 192 2S7 214 1].e 1a9 2V =4 !✓0.4 1. 2LA . 2h0 154 lr.5 234 21s 1H3 1$3 234 20.3 1ffi 1%4 214 ffi3 11U C 2 to In 372 ¢is .{ la3 31.D 212 =7 170 =.S 212 '�.8 W141 % L`f.D t71 20.8 213 25.1 VD 149 2;3 = 113 T5.6 ats 21R 15r i3.3 213 220 14a 1tA 213 :17,0 188 o 72'n 2hH 11H 30.1 135 238 179 268 152 20A 178 22,5 20.3 f{T lSR 179 10.7 148 76!a 24.2 !6! 25,4 SdD 2R,3 101 21.6 to 137 17:4 101 10,0 1>D "1 m s 7' 7H In 2L5 IR 3.5 103 18.8 1a2 lU 131 1s.1 Im 17.5 �Z 1� ' Y TA$Ll 146 N ANCHOR CAPACI7YADJUSTM�I7FORmuLA: Z ¢ N k114:harCaFaelb7atrle(letry ANCHOR CAP.,,.,,,,,,S14ztale 274 rmvnm sal rac. tblmvcMD re;eD CMU PTWDod 14t11 (OP,)X( )_ANCHORQA?_ "i~i3 T DZ aQ 5� :IISFkO !!4'SS Bko 6775•Eko I7CSSDCO klaSdetl 81251191 a125I0:1 MULLION CAP,,,,,,�, » d A7ehC 9ftS'S1fD DiIISta 11r FRnYPttSm 31157:lt0116eeR 1N•EIta VOle4ta AnahD:Cllp Panama urraera AgpnGaar uuts4st Aw ml-r kmw(cs1 541ekiG5) Se (cs) USE THIS FORMULLT0 OSTAJNTHE ANCHOR `V EGyeDtpgrca(ttk 1' 2.7C�' 1' 24tX 3418' t' 7.1/1' r 2•lR'. Z• 34I8• 2• 0.+8' D,Sr S,SLf• CAPACITY REQLiG213a"COR4&SPONDING TO AN X .b=znl CnT 1.r+' t�4" ',J'4• 1yc z t�In• R1R• ]Nr biM• iV4• 1.vr r tare' 1110 talc ACTWIPRESSURERFOU1REMENrYOR THE L N 4A7ainrf ie3•Mti a,C/ xsAm><ar.1tDD.11 74210s 7481tp OPPMNGYA-ZN IT IS LOWERTKANTREMULL10N CAPAOTTY(FROIr11HE.TASLE)0FTHE SELECTEo MULLION.TTWILLYIELDAMINIMUMAh1C:.JOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE x ANCHOR CAPACITY TABLE 7ABt=NO'TES. j 1)SEE SKEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEr25 FOR WPORMATION ON LOADING. Se SHEETS2.4FORGENERAL INSTALLATION METHODS. '(•--1266"•--1 1_2C:)UCTRBirJSLb s wtnylyilg FIGURE is Z)UNEARINTERPOLATION BETWEEN IdUL.L'LENG7HSAN1>IOA OPEh7NGNADTH615ALLOWABLE = w'.%the rb Rt. rJ-Idhq Ceda lc_oZl .n A�ayfanecPto 3)MULL)ON AND MULLION CLIPS SHOWN ARE NDTTO SCALE,FOt` WOY C O DIMENSTCNS SEE SHEETS 21 2 e�rLi3. 1 E3FuatlDn 1k1 @� � >� � HOLES TOBE DRILLED INYSiE F[ELD FOLLOWING DIhI&NSIONAL RESTRY'"TIONS SHOWN ON SHEET52T-23. y1i6" FIGURES SHOW SUGGESTED,APPROXIfYtATEHOLELOCAITONS, DyM, I)adaM162«, ANGLE CUP MUST BE USED 1N PAIRS. 43 SUBSrRATESI CONCRETE SHALL CONFORM TO AD)301 SPF..CIFJGATJONS.HOLLOW AND OROUT-FILLED '-'125V 17 1 11114 CONCRETE BLOCK UNIT(OMU)SHALL CONFORM TOASTM C90.WOOD SNALL BE PRE59URE•TRFATEO `,\t`' LYi YELLOW SOUTHERN PINE WITH AN SG OF 0.46,ALUMINUM SHALL 13M 6OS3TS AND BE AMINIMUM OF.125' THICIL STELLSTUMTO BEA MINIMUM GRADE 33 AND.045'THJOK(1-6 GAUGEf.STRUCTURAL STEEL TO BE AT 1,23•X211'X.125•MULUON C' yt ' LEAST.S25'THICK AND ASS.ALL ANCHORS INTO METAL SHALL EMEND ATLFASTSSCRt1NTHRc4DSBEYOND (INTEGRAL FIX MULLION) 0'tk� 4;a,u8TOS THE MATERIAL,410&flt2ANCKORS INTO WOOD MAY BE STEP-.I,I"SS_OR410S.S. DTI` Dike •''1c" �F S1,•.TEOF r .71.A.`i A LYU1 t&i1L P.E. -L P,E.K 58705 3LE 15A a q MvlllAtt CapaO}LY Table NiHlh2) 31 1xt Opcn-ngVlidth(iDr\eNicakiapa77 rgTtDnlnrs)orDpDAUIgHaIOh!(tortnlvslalyapHtrtrgmullona) �K JOIn 6a7m 7.7 wh DOI. 1gpIn 720(t 14a4 icolm Racuttpnar Ia0rale Rrztst" Ttnprilfuy, ROGLNIDU:6r 1hy8iebB• ficiteapdtt T1D77Bfva, Rctfulplar 7tapr7danQ. It"lengNar Tmp'taartQ, RMOngAar 75p•Mv1Q. Rulcrprar 7mP?dm1P, tmD'-0u 7Idp711ana. F q 3$9"36 taa-5n4 Lodne LcodaO 1=04 Le,d.O toud.0 Loadnt L-dso LaWA7 laadn0 Lwdm➢ LOJaLIp u9ft taed60 tm*4 Lmlfw Inadna Loran2 0 DEG.AL a �,. r � •�� a �'_ �^ g z' ,S x r �-� a �� � �,,, z z. � §,._ r '>: � �� � �_ ,�, '�'.. a r z. � ci ifill'a 3 a� ntAYMULL 8g sE B$ `s� $ g.T�• 53 Hp €`+, ga K� � 1 F� $ �� �� 32 �a iC �� �c � s �i � �a"p �� d` � $c �� �s 9�. kz �� � �$ 1F �€ d`�z z � rt rW Q 4Z[a 1TP.0 620 470,0 iti l7R0 741 Y7aA 478 570,0 AaB 170.L a00 170.01 b92 17➢A 379 170.a)7716 1770,0'521 17aD 1210 itT4o 521 170A 1411B 7'70.0 41 170.0 1703 17111 L;t t49.t i740 17oa `2f Lu {0 Li 17DA 706 17DA 70 4iDA1 770 E 17A t27a 17a 6 (00 f4t7Y40 (D Y142 fR S70.S 66624 MII a 7➢ H@ 32 O T D4E2511 17DA 747 47c•0 1i90 1T401 @Be 17a.0 all 170A 2b1a YTU.0 0LC 170,0 11% T74o T27 17U 1345 170.0 747 Ist2 1443 %M0 79'. 1JE9 f443 f7R0 73A ttX] T441 170.0 7Ja ta2B 1443 Roo 739 it] O a O Elk 1740 79r 470,D ➢12 170.0 ow179.E D11 170.0 11t6 172 0 TdC flaal t278 170.0 = =A Y331 770A a37 14(,2 1451 FD.D e3S 120.7 7]S5 1740 ae1 7D5,1 1]31 17DA Bfi1 DOA 13A 1fiA D81 O tl F-• m Mtn 115 6m RRO Tot 170.0 I= f7c.0 m faa2 221D IMO WO 1441 121E f7R0 944 729A 12fa 150,0 SJ8 11C.B 121E 19.1 1r24 a7,4 t21a 1467 B1b b7S 121E t4e,7 973 73.1 Y256 14a1 97a F=- Cn N 83N {7➢,0 99i 170,P 7•(3 170A f1}A 17R0 D50 SSD,T. 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S39 832 aB3 750 7.1 QI 0 7 7 4 a01. 72f = 74A 500 C5 4 =9 D o 4 ' 8,Z 750 59,4 394 SS.6 76D Sat Eea 34B 750 DSS Eta },. ¢ Q ,O at_f [a3 40s 4ai ]a.0 Sat 36Z 452 25,e Cho ]AS 44s. 22S Dm Eta 442 � fA � r ZQ L2 E9.4 495 01.1 $2M 4B3 613 4ta .1Z,C 496 44E 42T 37,5 44S 33,8 i2[ ]3,0 406 19.5 413 28.7 !a5 5S2 40S 24A 4S5 2o.i 4aa 11A 4R3 286 3B4 M.0 496 15+4 39C 'y WZo s� fWIA i1.7 091 426 341 3a9 a4E 29.6 SDf 31,t 342 26d 3@t 2T.8 3Sr =A DDf 2(9 93 20,9 371 2?A 0?A 1TA 3Dt 78.7 azr !4A ]91 f7A 0T6 Cn °j till. 35.4 3TO 3aA Z70 S3A =a 2r,3`370 2Q6 726 2<.0 SJO 23,3 320 21,4 070 $.e S1D f42 370 268 312 1aD aTa fa.1 3D3 K Lu � `1 1201M 00.4 MT 002 317 2dA 2D4 21.7 317 = 250 M. 31Y its T. t48 377 S7A 273 )"' 144 t1 fr.T 2m 17.9 Qg,� Q� 0 O TABL 1S$ ANCHOR CAPACITYAbJUSTMENTFORMULk Anthat Ca a• Ta1tk 0D gNCH 'SSL3c. A1681ca D72ef0d 92.8fad DNR CAP_,•,,,,,,., a 59aetale 2JX 04MMI. 3&msc- 1f0IIMCWU Fcedcm t+rye.4 Mee! (OP-)X( 17ANCHOR CAP.,,,, . S1SEkro V4H3 PJ:6 J7@•73ao MULLIO C4P.,,,,,,,,� Aethe7rypC ]!tP'Eim Uamcm 114•EA.Uz.= Mir Lice Ulva n, fA'Efcb Ulvtaw AnchcrC4P Pnttbma Uhxam ADa Ear roman 1r4 AlptOntat at"fa;*suar(fis) 6•tiw(061 USETHIS FDRMULATO OBTAINTHE•ANCHOR Faro gcten:6 M2 r rtrr I 2-11F r 2-11r r 2.1rr r 3-1rA• PmDC411Mt➢n. 1.Y4' iyS' 1.774' S•3r4' 2 t•VS 1.14' tAM t 1.110 I-VIP -1,, x1• a05 CgPgOITf REQUIRED'CORR PONDIND 70 AN I ACTUAL PRESSURE REQUIREMENTFORTHE I 2 A1Kta(a i85'MLn.O.G/ 316 Anat0 W3crt1•t0.1. J90 Rz 3971b; 45P�1 99a tar i7C011a1 279 W1 2Da 11u 3541W 740170 374 Da 7211 ma [HSJR: 3451tn Ri21tc reams OPENING,W7C-N IT IS L(}WERT}rAN 7}IEMULLION F 4Am),-20 swnac,rrslaJ7aaat7wtrRa,2. 7UM 7a11b LWW tmatss zs7ssa �amt 5e016a wA tt2Dma 7<e1� Ju91xi teazlaa E@21a Dgslw 112o1a. CAPACITY(FROM THETABLt)OFTHESELEC7�7i _ EAMWKA2-71'MIn O.C/l2721aAx1a tstcl(F7v.0k tub Dv 11201w 225um VA NOlva WA 105914. wR tm ma wA Sa221aa 13271E f8E0 r9D MULLION-IT WILL YIELD A MWIMUM ANCHOR t CAPACITY WH(CH MAY SE USED 70 OUAL'FY ADDITIONALANCHOR OPTIONS FRDM THE ANCHOR CAPACITYTABLE. POUCrRsvis ? P1L9URct; RN, mcem' 1 WithIha:1agA4 TABLtiN07'cS Sa7ldmgodc Aam7t2a«1v6 I6-o2l8.03 SEaSH FM 2- FORG GENERAL INSONUSING'ETHO bLES AND SHET35 FOR LNFORMAT{ON ON LOADING. '.a1f 1>ao ZI SEt:9HEETS 2.4 FOR G$NERAL 1NSTALlJ17J0N hL°7t3DDS. P 2)LNEARINTERPOLATIONBE?WEENmuLLL$IGTHSANWOROPE41NG WIDTHS ISALLOWABLE. M'i Da'.-pro F7GU.RE2: dtt a 1111fIrr .I MULLION AND MULLION MV SHOWNOLLOW N O(MEN TONALFOR STRTC P 1MENSIONS,SI;ESHEETS 21 23 •125` yDLESTOBEDFiILLEDWTHEFSELDFOLLCWMGDIM^'a15lONALRE5CRiOrIONSSF'OWNO;JSH@�52T-2s. �� Q1` •�_.� FJGUAES SHOW SUGGESTED,APPROXI6MTEN.OLELOCATIONS, 1 ti ti��• \, ••`i 4j SUBSTRATES:CONCRETESHALL CONFORM TOACi 301 SPe`CMFOAT10NS.HOLLOW AND GROUT-FILLED 3m, -=i:' S8Y05 _ FIGURE 3: CONCRHTE BLOCK UMT(CMU)SHALL CONFORM TO ASTM C50.WOOD SHALL BE PRESSURE 7RFATL'D 0 o m o YELLOWSCUT1MRNPINHWr7Pf ANSGOF0.E6.ALUMINUMSHALLBr=BOM-T6ANDB2AMN1MUM OF.125' - THICK S7EEL•STUDS TO5EAMIMMIJM GRADE 33AND,04S•THICir(1SGAUGE).STRUCTURALSTEELTOBEA7'3SCREW E 3a. AY WONLEAST.125THiCKANDAMLAMANCHORSINTOMETALSHALL`%TENDATLEAS YOND THU-Y.ATFRIAL#1DA#12ANCHORS INTO WOOD MAY BESTEEL,1"SS,OR 410S,S. %�i.�•,.,FLO}Z10P-''�V~� ANGLE cup(FIGURESA)MUST(3E USED tN PAIRS. ���`„ .••.••: c \ A_Ltiit1(S MitS.�,R,A.E. , FL P,=.#t 58705 ME 16A MN 1cn ca a@' T3131D �n �la OpERipglNtdlh(fo;�rer7fDElF�sparrirq:pul;wu?DYOponlrtpHntph!(forh9rim�(eIIyEptt}ri7gmuriam) N i SOL, to In 7010 Mtn 0067 ]001a f2011 1401n fag to Pocla:471: 7rWitleng, RollwGtar lla meaa. Rwmaular eap. R•amnyJu Tmp•TLOn9• ?xt®p,ta• Tmp76Ery. Rtelubaeter H L TmP'm itgYlder47. R4et"outer -baww. PA-tanNvt 7t Mo.. 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A 475 20J aS9 7a,8 125 1E.L Dal fK O Y 420k 5+.9 'ae/ 333 E31 Yyi 004 ZBA 324 24P SS[ Ze.II J21 21.D :d4 ZLE 317 18A 5E4 2a5 013 i75 D84 1a,7 are ❑ [A 1i41e 292 250 ZOA 233 15.6 251 47.1 230 U Q O 3 i z TAeLE1E8 ANCHORCAPACITYADJUSTMENTFORMULA- y�5 e 0 0 Anchol'Ca acl Tbblc,fibs) sum9vla; ca�catn asctYaw. 1Wv«ta,ur ANCHOR CAP,,,,,,,,- FSedWu pTWeva tARm (DP-)X( l ANCHOR CAP.- AN )erTw :11e'27eautaeee u<•t7cn a.•S4ecav S1s'Eft y16'c'Y.o utyoe<n• 114°Eka Uiltoean trt•sa Eke 6lta•teieO 1r4•SS ata pt0 sterol atx sleet 81Zstea MULLON CAP,,,,,,,,,,,1 Anl:horCllp Pattern! 18asa+ Aa2m6vr tamnen A�eGa)w Scm, 6)semw(GS) SmV1GS) USETPISFORMULAi0087'AIN7)iEANCHOR Edx dtmme aa: r zirr 1• 2-1rr 3f Y• 2.1¢• i• Z 5 r 3.17e• 2• aAa• ' n W D.vA• QAFACL7Y REQUIRED'CORRESFONDING 70 AD) Eetavmor.'M7. 7•St4• rovv taro• t;t74- x 1•vr 1ar4• 1-114' 1•V4• 17, 1•Tft• 2• .1me• I.m. utOe: ACTUAL PRESSURE REDUIRET1ET17 FOR7HE 2A eM:aQSMHL 0.0,/(a2X6A9a1n Otlp:J D:f}7): 790W 790111s +SDlDr eBO Les STmPt 93a 1De 26DI4s 354 Im 7407ev 94Ib 720 1b< 941 tm 347 ru 142Ita Mamv OPEiJ1NG,WHEN F716 LDWERTHAN T}1EMULi]ON 4 A0vMs 4P a5'19A o.4 R)2a3Any4 tTW:16�W.2J: 7001b: 7mIDv 7a0 fmv iB79IN '752570a 67D 75c 3602u EVA 117!D)m 748Lta 6061b 707ZIm W2Dv lea 7720 ba C=APACLTY(FROMiHETASLE)oFTHESELECTED sortaa(427Y•uDn.00,lW2e5MBtcaIm71F7e.3r 112ame 1t297m 9seix 22437n: 2x{ams wA up�tm wa imy0. w7. 132a1tw wA 197z1r 1327im Yaa9wa MULGQN;ITWIt1.1'7EI.DAMiN1MUMANCiiOR CAPACITY WHIC.e1 MAYBE USED TO QUALIFY ADDITIONALANCHOR OPTIONS FROM THE FIGURE 1! ANCHOR CAPACITY7ABLE. ?ROr7V-ReYlaSD TABLE NQYES: w<Omplyinsirith as Fltxidn FtuldB7gCode i)SEC 5r{EE71 FOR ln57RUCTIt7NS ON USING 7HE7ABLE3 AND 8}4FET26 FOR 1NFORM0k710N ON LOADING. �c9prSne97Z0 SG-o21$•e3 JaatlanDvte SEE SHEEIS2-4 FOR GENERAL IN5TALLA7ID)4MwTI4ODS. ZD'zI FIGUREZ 2)LINEARiNTEERPOLAnON BETWEEN MULLUENGTHSAND411 OPENING WIDTHS ISALLOWA?LE. Nt da!'rc cC. 3)MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE FOR EXACT OfMFNSIONS,SEESHEeTa Z143 m m m m HOLES To32DRILLEDINTHEFIELDFOLLOWINGDiMENSIONALRESTRMCTIONSSHOWNONSHEM21-23. , 045VFIGURES SHOW SUGGESTED,APPROXIMATE HOLESLOCATONS 4)SUBSTRATESCONCRETE SHALL CONFORMYOACI 301 SPBCIFICAT{ONSHDLLOW Ago GROUT FELLED FIGUREs: CONCRcTEBLOCKUNIT(CMWSIHALLCONFORMToASTMD•so.WOODSHALLBEPRESSUR�.7REATED No.531D3 , e m m e YM-LOWSOUTHEP,NI'NeWTTHAN SG OF 0.65.ALUMINUM SHALLEE 60s3•TSAND SEA MINIMUM OF,125' ; THICK.ST EE4•STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(ISGAUGt7,STRUCTURAL STEEL 7o BEAT LEAST,125'THICKANDAS&Aft-ANCHORSINTO METAL SHALL OMNI)ATLEAST3SCREVVTHREADsBEYOND 45'a4Y 6 6 THE MATERIAL f:YO&l772 ANCHORS INTO WOOD MAYBE b"TEEG I"SS.OR E10 SS. 1NLUON =� '• ST.. Ov- Qf ANGLE CUP(FIGURES I3 TE)MUSE USED IN PAIRS. �' 0''•.!(7.OAlC?�; /A.Y�NLSrM�GL1?R p`E�, FL P,E.tF 55705 .t 0 i a2S12 27S8' AZT .3.,Zo .126' 3.1 Br. .�. .t25' �! .t27 - N 2t16' 10 L PC 200D•• 26S I �.a-sm:I-,- . lu 1'X2'X.125•MULLION 1'X4•X.3TS•MULLION 1'X2TS,X:37SMUWON 'I'X2mgmes0'MUCLm 1'X3,12SX.5'MtILLIDN 1?+X3.18rXSOS±►IUWON '=VX21t'X-11S.MIIU.= ,fib 8003-TSAI.tRA. 8033.76AI.UM. iecm-Tv AWLL .8083-TBALUNL 8WIVALULL 80M-TBAUAL �6'0�1•TIIAWti Q .�S X . ._ _ SCTIO EN XSECpOH *SECTION MSECTION XS LU Q c 0 ECTION .z : :XSEC110N _ • M J—.125' •('�F—:12S --'I.I--t?5' WAD ' I TABLEA z Rig l -ST>;tiOARO,CLIP tWS3T6wiu D6nehsIonN.7 n) fDi•,MilUlon: �' 2:� AIMMA:I XSEOTION� I .2125' U-Lw XSECTION A g Z 1 .8003-TBALUK125, 1,'x2•.X.Z?S 4 .J = a .I .,25XSECTiON C ;�.125-� p�i 40'h- .B , 1'X2 X.3W tLil O � /lleiiidr J vT w _ Q0• S.ODD•�� C 0,695 '7utieTAuO'ron U �Coo-CUP,SE 338'MIN. O r'yo3s O DTAOF.SHE4 � 1. 5 ILIZ A D _ r------i �------z ------------ 9 3 000 o S U-CLIP A' 2XSANGLECUP 0 a757 A76AII1nIlmirn TOPWEW 0003-TTOPVmW D .,a18., Thba'MUllMon ZIANDARDCUP CENTEROFANCHOR HOLE IAUSTLF-WMMTHE E ..45D.Vdn :8pB3,•f6.A }.1; DASHED80UNDARY.SEESF:ETSS47FORTHE - ' diOR HDLEPd11"T..UE. 'C5NTEROFANDHO& ANCHORO.C.DISfANCEMA)MMANCHOR X. . 1.312 1-X2TS;.X'TOPVEW HOLENOISTLm 'HOLEDW&-rER:ANCHORDIAMER- tt6 B -3.000 80WTADASND PAUNDR.SF. SHE=5-17FORTHEANCHVRO.C.. I.NRTt1NTHE0AS1iID 'C 0.476 AtIBNhvm DISTANCE MICIAR MANCHO.RAOLE'. -BOUNOARY,:6EE :OUY.IETEIa ANCNORbWAETERi.111 'sHEEI58�1TfORTHE TABLES D 0.83E TIt60-MUlllatl, -ANCHOR O.R D=ANCSMk)Q= - FGTpart+m A 2'OOD :3Y00UCrRGVLSTLD ANCHORHOLE Mall DImardan(sheatV) 8 2-- 1•X3.12Y'X mcmnptyoawihOaFtrk� DWdE1F3tANCt1OH Muplon, Ski.-OII OBwt011p U-C11p An010 CUP .500"�Alum HoBding Code vx. O 0.853 TbbaMtdl ACcepme, lla-o219.D 37s• OIAME7FlttilLB:' Code 3 M01 1°X2'X.125.(5) 86605 666113Mj 66611teM 666243M 666511M D. y;137 U Ose QD2! T. X2'X'Z&l(6). 66600-D 6664t -6"a611iBM M44M 666512M A 2.6ms BY 1 l 1 X2.7fi X.3 9 M mu 6661t5M 6B6ti2t)M S66245M 666513M e; Sffi2; 3� Ded=?rod= I 1*X27S'XI65W 66ti0B 666116M 656,i21M 666246M, 666514M C 0:862 TubeMUll° SS r I t.1 m ti':: L 1M 1n)C312S XS00 (� 66637M- 668t116M 66s^1114M 666242M 866515M 1Z8•X211'X •`.C2��: 1.25'X3.,88°X.263'(f2) 6B84,M M1117M 6561113M 666241M, .666516M A l.813 A21'AIIIm J 138°X211°X.12V(18) M70 I WA WA WA 656617M TUbeMutl -i2 110-557o5, jo> NOTES: R Z8063.,8'ALUi4TOPYIBN 1crrss. 70BEDRILLEDINMMFIEIDFOLLOWINGDIMENSIONALRESTRICTIONSGIVENONTHISSH-EL pA ��. r4o . �j.• FLDF�Dr �:� Q 2)SEE'SHEETS S•20.FOP SUGGESTED,APPROXIMATE HOLE LOCATIONS E ANCHOR O.C.DISTANC. ++F / �•`A:LYNA7tjl�If��GR)�.E 3)`SEESHEETS 2.4 FOR GENEM.I:INSTAL9QION.MECHODS 'FLP:E1 Sam n Tao raw +t' .125"; 12s 4fFaai?S' 20D4 0 12S E�TBU�GD'• i 0 1l LCUP ' 7XiANEtP X.SE �o 6063TALUMf 6 'S2 CTON XSEON . L ^' ^-s lu k'• zo ,.. .1 XTw , 'i . -�ASHEDBOI '&Y!S VUST6EUEWMDATHE �• —�• ANCHOR O,C,DISTANCE:MNOA1u)jmoimHE M To 1 I H01£.M METER:ANCHORDDIME7ERa1M6: co tD q. r X4'X'.t24 rX4'X'.37'S' i'X4;-Xxv 3-T$ N TdUFttt)✓J '1'iMtlON: 60t!---i o R 6065•T6AlUM 803}TOALUM'. +,8063•TOALUFL, .•S7y',. 3:125`—� C�q��F•GAP.SEE_1 .375 &000'��75p �m XSE0710N X-SECTICR: -XSECTIDN MUJ: rDEC60.'F,SHEL•T4 .• 1 I CEN7'H2 HOLE Z. �w ?SD' 25D•" { { t t M=LIEWf M 7 Z THEDASHEO { J =1 r "r EOUNDARY,SEE -- 2 Wli -^-- 't .—_ SPEMMSOFOR• •i_ _ Z I 0 1 A I I TwANCHORO.C. F' r —_� --— "`— 1 3:84• 1 1 1^ 1 "F. DISTANCE 1 I. �qQ 'C'ar�• ANCHORHOLE DIr 1001 taafor AWMR 1 1 IAW--MFh I a.� .z to A Ro {.'Itro• : .624'' 4' L STANDARD CLIP U•CGP 6063T6ALUM, a• s tY "� t- `��' CENiFJt'OFANCHORHOLEMUsruE :6063-T6ALUML 6D63•T6=R TOPVOV .. ��L'� I'.H2O'1`!' 'I'"92D•I`- "I.'�LO''.1 WFTHINTHEDlSF1ED,BOUNDARY SEF, TCPVIEV7 TOPVIW t.?SX3.26'%.'IOT 1�5'X..a25'K:624' 725•)t�.fl6•XS ZC 13MM 5i.2M0NFOMRUTNHEAA*HCHOCRHOO.LE TABLE .0 tA00 _S26• TGL E a,:CO1O..1SN1D378O: tuum ON :ANCHORDAE ?u6; DIm0aVnFaT[Eupo:ySALU( BnsM 60S15ALb . DWSEER p .'D(mondv3 Volump.n 7 F1.a2r5M'ai3tt2Sn XXCON XSECON 4X F X.624- 266I' /� 375' IR.0. � H3A 43 Al0buf 375•' 1 300D T Mt : 1 3 Z60 Tbbe Xj s'n 1:677'!� Mp7; I*X: ,F 31>fl 4•X F .2675 1.2S.X9.84• .iLt� .G 075T :9'fS c 1.125 XM41 �((' —•* 1 r---•_—,-� Tube 1 2430 0 . Tube 1WM H iSOD. A1Wa111Ue1 I 1D0 B a.75o:. Tube Mualobp1YF?6vaNr W�Cilviidn 7, I II l 1 1 F 2-MO I:7SX32S F ZGM }3aWa .Mum Dulul..-Code 125'' I ; (• I, I G 11760 X:106' F 28T6 4S9 Ma6 AasplaaeI•h(tirtY''J8.Os I Aw q , 2250' . , P H O 6wQat Dmc 2021 a?�`4,sSAYMI1U.10N. ''. I (1I { I' {. TA9LED AS Doxrmduex BAT'(dULt10N i6063•TBALUML l..__..�� I :. MaDDlaugdm PGTPCAO U aasa•Ta�wu L xsECr7av ( i _—__ 1YT7N A h� XSECTION (sheets). Mulpon std,.CIID Dtfm(Cp ucFF • 7i1 ree'11—aei'-1 r}-az;r=1 J•' `•� rC OFFS-(CLIP 1.2Sx aX3x.a3srxs.7aro+(73'F. 686 BO11M Bt2 Ca1M 851BM 6053•T6ALUM X4•XX (1OG TopVIEw r 66D 86119A 6612M 66? Mr65flM: 65 65ttt 662a 6 It '669MFrtEs: 2 27M isc ••••�C 6651IMM t33a470M Bsssi•I'SM T,d w= nHt1tES:7n8EDRIUMINTHEF1ELDFGLLOWIN�DbMS10NALRMMC ONSG1VENON7HLSSHEET 1.zs Xaasxsu•na)..zDtet'.,.ee6t1z6M 666iusM 6musiM a6ssti6M 4 ' ea'mX:D2' 5 .. TL7 • ^1.WX3.64 2 81 2 66M WA 92),uEESHEE5?A FORSUGGESDIAP _ 9 WA WA 5 C9\� 9)SEESHEET$2 SFORGENHiALWSTA1J31T10NME1HDDS 4SOe0tea(20) 66a50 WA WA WA 8635111M' FL'P 4.sw I. 1 ' f ABLE E f Mull Dlmanslon PGTPBTfiF ? (shoesm Mullion Std.Ctlp U-IIP A06ieCt[p I �}"-'•ice' --j}—.17.5' � ~ --f h'-•125' ���4' ¢ 2°X4'X.25"(te) 66502 55525iM 866271h1 8665112M tT S C 01X6'X.25";1't) 88SO4 666282M I ESE272N 5865113M I STANDARD CLIPL t U•CLIP I 2XS ANGLE CUP ¢g j OC6148 ALUM. I 605776 ALUM 606&TB ALUM_ S= O 2000" I 7GSECTfON Z726• 'ECT[ON 2.000' XSECTION N07ES 1)HO1E570 BE ARII.LEO lN'NEFIELDT•OI2G%NNG I ^.125' I �.125' •i � co cr�igm OIMEISIONAL RESTRICTIONS GIVEN ON THIS SHEET I 7 2,SEE Sillk f 5.20 FORS000ESTeA,APPROXIMATE j I �—t so+�{ 1 G HOLE LOCATIOI:S 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. SSOG` 3.600' r-CRenTEiCUTHERE-TCUP. �5170T�.37S' Ill O b O —�-{ o F .376' 2000` MIN, r rC I EDEfAILF. M ,.. I MIN. m 1 7 Q NO N 4.000" 9.43"0' £ .�•.�_____._..�•____l 1"' CD ¢ `O o 25D' 2'X4'X?S' I ; 3.436` 1 i z z '-• MULLION I 6G03•TS ALUM. t }{ I { 1 I I Q a XSECT1dN I I I I I 375 — fl o I - ---t-^ I ---_„^"' -- -- 1 L----- ^----- MItY w Q y * — N �- SMANDAROCLIP U-CLlP.5083.78ALUM. U ¢ �• 2X5AHGLE CLIP LEVER OFANVOR HOLE MUST Ur; 6053• ALUM- SEDFOR2`X4•MULLIDf1Sr$ETi6 CEITFR OFANCHOR HDLEMUSTUE fi063•TSALLU pQ„tt++� Z U) 15C` WtTHIN THE DASHED SOIR7OARYSEE TOPVIEtiV TOPYIE) NRiHQ1THEDASHEOISOUNDARY.SEE TOPVII:W "L o m0 SNEETS5.20FOBTHSANCHORO.C_ SHEETS S20 FORTHEANCHORO.C. S u DISTANCBMAXI,WMANCHORHOLP CEtiTiR OF ANCHORNOCEMUST LIE DISTANCE.MAXIMUM ANC[iOR NdIE - N ��'�-•6 OuBaTFi:ANCHOR OIFME:Eft«ift6 WM41N TM DASHED BOUNDARY.SEE DIAMSI'MANCHOH PL METER-111Y. ' SMET6 6.20 FORTHEANCHOR O.C. 5,57W' DISTANCE MAXIMUM ANCHOR HOLE ' CUTRW-70 DL>METER•ANCHOR DIAMETER«1116: SOOG` 2.000' 3SOa"- CRESEEDETAILUR �.375' �— —� '�' �-• P cm'mA0.P. .375 MIN. I r-sH£ET4 MIN. MIN. I ' i � - I � I ,315• I I I 7 1 I t I I I I � � I J nP.DVCT RLVLSCD Il t I a�eomply[ay�viih dleFtoi� I i 13m7d' Codc 1 .25 — 6DGr —�-- T— --f a.s66• r s.436 }----- — --eft 1 I 1 5.438' I 5.438" 1 1 \\llt llt!! MULL ONE• t tI t I ' ��Pc��.=�\CEPS(-•'•:� 8063•1rs PLUM. 1 ! 1 1 t I •it: No.587D5 7t- XSECTfom I I I I 7 ! .375' - t --J STANDARD CLIP U•CUP W ANGLE CUP �1��t�'.!'10R101;•..•',G\��� .250" 800346ALIJW. 6033•TSALUN 6003-To A,UK TOP Vl3W' USED FOR 2`X e'MULLION.SHEETT 17 TOPVIhlH i TOPVIEN A FL P.EX 58705 il Y '1751NG(E, MVl;L10N - T1{EBUOJDINGSl1BSTRA7E18 KNM&147*BE.WOOD.ON ALLFOURSIDIMTHEWINDOW FRAME DEPTH is 114'.TiEOPEHINGIEQUIRFSADE9GN PRESSURE OF+8p,0f•80;O pSF ":. 1)W1TIALLYASSUMING7HATA1'WMEMULUON WSUITABLE,THEMUILON LENGTH IS.72'ANDIHE OPENING,WIDTH IS32.'f32+Y `.REfERRJCIti05k1EET25THE COWJdN USING ° A -IN' A=IN RECTANGULAR LOADING MUSTEEUSED.SCAN THEWWONTABLES FOR AMULLION THAT IS ATLEASTTHEVMDOW FRAME DEPTH OFZ114'AND ULLMEET OR EXCE`cO7HERWUIREO DESIGN'PRESSUREOFi60.Olv6D.0F'SF..'IF7NETABLEDOFSNOTSHOW7HEt7CACiS¢E:USETiEN�CTIARGE33 S1ZEAVAIIJiBI.E gC'xL+5 FROMTAffiEWAVdEET7;7HE1"X275'X.375MULUON(LENGTH=72;OPE NGWIDTH=707P4E_`T57HEOEPTHREQU07ID,HOWEVERYHEDESIGN PRESSURE tSi/-583 PSFAND WOULO ='d=' 'FENESTRA710H DLTnrt$ NOT BE SUITABLE FOR THISAPPLICATIO K ¢ e SHEETS FROI4TABLE'4A.SHEET&THP 1'X2.75'X.W'0•MUL40N(LENGfki�72'.OPENL'VG WIDTH=70y HAS ADESIGN PRESSURE OP4/-727 PSFWHICH E%CEEDS7FIE REQ1JOi7dENfS FORTHE OPENING AND MAY.REUSED IN HISAPPLCATIOMNOTETNEANCHORCAPACITYREOURtEDOF635LOS. 2)USETASLE4BTO FINOMMANCNORTYPE'ANCHOR QUMITTYAND CLIPTYPE REQUIRED FORTHE WOODSUBSIRATE.BDTH THE STAIWARO CLiP WTH(4)lf2JWCHORSAN0,7HZZ3 "N In 1- 4J?/ 4 A(GMCLIPS WITH(4)i12ANCHORS HAVE ACAPACITY 88S"'.TH0UGHERHERONE COULD BEUSED;THESTANDARD CUP ISEAMERTOWSTALL Z �- ;/// ,pFSAIIs; 3)VERIFY,Z1iEpESIGNpRE56UFtEOFTHEFENES'TRA7IONPRDOUCTSUSEDWRHTHISMULUONSYSTa&'DiELOWERDEStGNPRESSWRE:OFMULU0NS0RFETIESTRA-RONPRODUCTSWILL Q W J� SHEfiCt .APP.LYTOTHE,OVERNIASSEMBLY.FINAL DESIGN PRESSUREREQUIRE57NAT7HE BOTHTHE MULLION ANDTNE FENxmTtON pRO0UCT13E INSTALLED W ACCORDANCEwTHTHE -J W _ -STEiA LNSTALLAMON SPECIFICATIONS INTO RESPECTIVE FEN N: ItTION PRODUCTS TO MULLION: co IN EDCAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-M.O PSF.THE OVERALL MULLIONSYSTEM WAS DEEMRMNEDTO BE PSFWRH:AN ANCHOR CAPACITY OF SM LB--ALTERNATIVELY, U] oG I}--i ROANW ORSRJ�WP�70.OVA17U., THEANCTHOR CAPACITYADJUSTNEENTFORMULA'COULD HAVE BEEN USED TO CALCULATETHEANC710R CAPACITY REQUIRED FORTHEECACTDESIGN PRESSURE OF SO PSF:', j m 4..���F-,VJRJ.Y4DIIi' 40 PSF)X 24"5 .s LBS (MAYBE USED TO QUALCFYIA 10 STEELSCREWS FROMTASLE4S). .J-I --�-oPellNOlvrQiM Z. e - THEBUBARJGSUBSTRATEISKNMN-fOMCMUON7HEJALCBSANDUSESACONCREMtiEMERANDSILLTHEWNDOWFRAfifEDEFTHIS2,Wc't(CE k)PENWGREQUIRE.SA iGXFRFSWREOF+50, PSF. - J a u !z. a 7 .FOR 7NEVERTICALMd1UJONr ZC o • ;if IN[T1ALLYASSUMING TAl'WIDEMUUJON IS SUITABLE.THEMUI110N LENGTH IS32'+7Y+1=1D5'ANOTHEOPENOJGYtMHISSIi+36'N'=77.RREFERENCWGSHEET25, THE C==USING,RECTANGULARLOADINGSHALLBE USED.SCAN THE MULLIONTABLESFORAMULUON7HAT.ISATLEASTTHBWMDOWFRMCEDEPLHOF2-SIWANOWLL Cqy -or_,•�,_ MEETOREMSED Tit REQUIRED DESIGN PRESSURE017+50.01-55.0 PSF IFTHETA13LE DOES ROTSHOWTHEM=SQE,USETMNEXTLARGERStMAVXL4MF-, � EXAMPLE2iMULTFLE IJIULLIbNS FROM.TABLE.%SHEETT TAM I'X275'X 375•MULUON(LENGTH=103. PRESSURE IS+1.15.1 PSF LptuwtfltH ANDWOLRDNOSBEsurrAmz Fo;tuisAPPLIcA7iom o . FROMTABLEI?A,SHIMTlS,THE2•X4':X250•V.ULLON(LENGTH P108%OPENING WIDTH=807 HASA13ESIGN PRE'SSU_REOF41-812PSFWHICH SMEED37k REQUIREMENTS. uo Z :� FORTHE O,PENINGAND MAY BE USED IN THIS APPLICATION.NOTETHEANCHOR CAPACITYR=QUIRED,OF 971 L85... ^� DEWA u. .P :SHEETS' l3ECAU'.w'=.ITiS NOW KNOWN TMTTHE MULLION WOIADOX T07HEWaTH OF THE MULLEDUMT.THEADJUSTED.OPENINGWIMM IS37+3V42-74,NOTT3'AS PREVIDUSLY .� ASSUMED,VE MYTHATTHEDESIGNPRESSUREISSMAPPLMAHLEPORTHEADJUSTEDOPENING,AL7M3NATTMY.THEWINDOWWIDTHSMAYBMREDUCEDTOMAINTAIN UOTS' THE73'DmIIFNStON(35a@'F3S,U2'+2'=73'); . ,� _ - 2)USETABLE 12Bl TOFLNDTHEANGHOR.TYPE,ANCHORQUANTTTYANO CLIP TYPEREQUIREO FORTNECONCRETESUSSTRATEM7F OW4PLEy ASSUMETHEPCUM CONCRETE H.JIDERAND SO.L-ARES`WIOE IFTHE MULLION CUP WERE TO BE CENTERED WfTHMTHE Jr.CARE MUST BETAKENTO MAINTAIN THE FASTc'atts EDGED4STANCE: - .KWMI.L _%� USING TfMSTA14OARD:CUPMM(6'2nVULTRACONANCHORSATAN EDGE DISTANCEOF24WGNESANANC71OR CAPACITY OF IOSO LBSW)ICH IS GREATER;AND tEHS111 "s:- THEREFORESUITABLP,FORTHE REQUOREO ANCHOR CAPACITY OFB7I LBS. ,6 OBCAOS,, AETNI.E� . .1 A , .S74=E15Mi '�73 FOR HORTLONTALMUWONSPEM 1IDC00` 'BECAUsE'THE VERTicAL MLILLWSLL EEA2•X 4•X'25D'MULLION,MTHIS E(AVJ'LE WE WILL MATCH THEHORMCNTALANO VMMCALMUL DONS,ALnMNATNMY.ANOTHER' H Rd 7 / / CAULUONIYPECOULD BE CHOSEN PRODUCTRGVISED 1JUILION.. 1)THE MULLION LENGTH ISWAN07HEOPEMO HEIGHT ISW47T.+2•=106^•REFERENCNGSHEET25,THF COLUMN USNGTRAPEZOLDALMWI,(ULAR LOADING MAY BE 2 API I�tftm k47d2 'USED.FROMTABLEI2A,SHEET 16�7HETX4'X?SO'MULLiON(@LENGTH=42;OPENINGHEGHT=i20y HASAOESiGNPRESSUREOF+M70.0 PSFWHICH E(CEEDSTHE BattA os 'Ir O2b$•D$ REQU02EMENTBPORTIIEOAEMNOANDMAYBEUSEDMTHISAPPUCA71Cu1.NOTMTH£ANCHORCAPADTIYREOUlREO'OFS2ILBS. - ''umioaDae u. r�p2( Sm 2)USETABLEi28TC FIND7HEANCHORTYPE,ANCHOR QUANTITY AND CLIPT,YPE REQUIRED FORTHECMU SUBSTRATE INTHIBEYM1FLFAS%METHECMUJAMB$11RE8• WIDEIF7HEMUCJ ON CUPWMMTO BECEN7ERED wnMN THE E;-CARE MUST BETAXENTO MAINTAMTHEFASTENERSMIGEDLSTANCE USINGTHEWANGLECUPSVO H Mnrtl Didahodct [4)3MB'ULTRA6ONAKCHORS AM AN EDGE DISTANCE OF 11 GIVES AN ANCHOR CAPACITY OF.540 LBSVIHICH IS GREATMAND7HEREFORE SWAMF�FORIHE REQUIRED i1fIIf1/,,, ANCHOR CAPACITYOFS21 L§S. _ D!M 4)FORTHEU•CL?INTHE HORIZONTAL MULLIONTOVERTICAL MULLION,USE THESAMIEANCHOR CAPACITY OF521LBSTABLEI2D FORTHE U-C:A'SHOWSTHEANCHOR ����a•'UOC•IJSg'4 '� CAFAC17YIS107=WHEN USING 3 ANCHORS,WHICH ISGREATER;ANDTHMSPORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITYREOUREM04TOPMILB5,THE ENINSYAOTNT RVERCI:ALWIIL ANCHORTYPEISA;012STMSCREW. ,� N0.G0705 _ FROMTHE ABOVESTEPS.OURMULLLONDESIGN PRESSURE IS: i N-GVPSFFROM7HE VERTICAL MUWON; 41•170.OPSFFROMTHE3SHDR=NTALNMUONAlTAMNGTOCMU; i•,O�.v` �, �+b..•.ta' 4PI7QOPSFFROM7HE36'NDRIZONTALLLI MUDNATTA%MGTOTHEVERTICALhIULUONONTEMCT104 +_.�•,• AT.6. (•j THEI.OWESTDESIGN,PRESSUREIS+).g4:7PSFANDWOULD-APPLYTO ALL OFTHEMULLIONS. �'C '•;FCOf110r�fy ` i VERffY.THE DESIGN PRESSUREOPTHEFENESMMON PRODUCTS USt'DWITII7HISMULUONSYSTEM.7HELOYYER DESIGN PRESSURE.OFMULLIONS'ORFENISSIP.tMoN �'�S��ON/��- PRODUCTS,WILL-APPLY,TOTHEOVERW.LASSEMBLY.FINALDESIGN PRESSURE REQUIRES'THATTHE BOTH THE MULLION ANDTHE FENESTRATION PRODUCTSE INSTALLED IN A.CAN�VIR)IF}2,�P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCISTO MULLION. FL P.E.958705 n l EXAMPLES OF RECTANGULAR LOADING! EXAMPU OFTRAP5201DA1?RIAAYGUTARLOADING H ^w t PW �wg� v 1 PW _ 4i Gx x � I H SHIOH SWOR SWOH SHIA j N PW PW lc v� }- 1 tr mh UJ = L o co LOADING OF VERTICAL MULLION LOADIINGOFVERTICALMULLION t / 0 / I W C, O SII.LOFWINDOWSNOTANCHOREO {MITE{INTERSECTING HORIZONTAL MULLIONS � � � �� f� r m fj HINGED 1 r noon I SGD z 1 �' rL 1 � z` PW ' GOADING OFVERTICAL MULLIONLU LOADINQ OF HORIZONTAL� MULLION Lt! r<G LOAD OF HORIZONTAL MULLION oW F O r I Z = rn p I ?X. / i PW PW PW PW32 Z SHfDH SWIDH 4 4 SHIDH SH10H tIt ) to � � � CL 2� Z�p n0 SHlOH 4�I ` I LOADING OFVERYICAL MULLION LCADINGOFHORIZONTALMULLION I SILL OPW,'NDOWSN0TANCHORED VM34TERSEGTINQVERTICAL MULLION j pW f LOAD:NSOF(2)HDRIZONTALMULLIONS LOADINGOFHORIZONTALMULL!ON 10ADINGOFHORQONTAL 1 MULLION PA HINGED i I DOOR PW NOTES.. .zmUCTILSV!SFD 1 II S DRAW(UGSARE uca<npl;dnauima+e F!aidu I - I RERESENTA7IONSOFTYPICAL Atft a M I PW CONFIGURATIONS itaii D* n j PW~ CONFIGJRATIONS NOT SHOWNfj 2O2 DO i MAY SE EXTRAPOLATED FROM . Pco�>vec ! THOSE SHOWN. N ID PE CANNOT ETERM]INW,USE BE 4, PW RECTANGULARLOADING.pw f ` 2)SEE PRODUCTS'APPROVAL FOR No.C+T105 '•';Y��. LOADING Or VERTICALMULLION LOADING OFvpRNCALMULUON I ACTUAL ANCHOR LOCATIONS. PANS. OF=1NGED DOD RIS NOTCAPTURED ORANORORED VfTTH INTERSECTING HORtZON7ALMU!:.tCNS 1 SGD / ^T' • 46 ! LOADINGOFVERTICAL LOADING OF HORIZONTAL MULLION MULLION I AL$Nt1t;4�Rt'!3E- FL?.E.RR M5