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Aluminum Wall Braces <br /> FALL GRACE SIDE matt 2541 W. Dunnellon Road <br /> Dunnellon, FL 34433 <br /> NP 9r www-mdtatsho .or <br /> Tars ao• ae• F�Rn.888-447-2R es 32 FaK 352-522-0007 <br /> xe• NOt <br /> L ALL WALL BRACES SHALL BE FROM 0003-TS ALUMLNLPV� <br /> ( 0.123•:3'x3'AnOIo.tAiG WELD ALL JOINTS AND SEAMS.2. <br /> t1 i <br /> c� _1 2,YIELD STRENGTH OF STAMB SHALL DE Z 21 KSI AND fit <br /> 1 •CONFORM TO ASL2 AND ADM STANDARDS iUjl .' <br /> INSTALLATION INSTRUCTIONS, S WALL BRACES SHALL BE ANCHORED To WALL TO a.��g� <br /> FAIN BRACE RCAL`tI0N9 TAe{,E <br /> RESIST MIND LOADS OF ISO MPH AS PER ASCII 1.2010. <br /> .AU. AILnwAeLE YATAAAt 1.Layout as parts an shown prior to assembly, a.ALL DOLTS SHALL BE STAINLESS STEEL <br /> wmu tuanwo ow <br /> A-304 Ofl EQUIVALENT,UNLESS OTHERWISE SPECIFIED. _ C <br /> f-1R AT WFS la IA'tyT LA aa+.. 1 <br /> Lao trN P4R tx[ 2. Make Sure in IonSt t h w ll tanden3et S.HURRICANE STRAPS SHALL BE to GA.0-90 HOT DIPPED n u housing is roSling On each way stand, GALVANIZED.METAL SHOP yX �' AOC tsa aeM dv. ma. eea slay p7a 770 OR 77i (� <br /> RECOtAiENOED. a <br /> p CYK1E... �. �,leg A00+ Bog. MR" 3.Mount equipment wall OlOnda to host ANCHOR 9TflAP FOR A/C Uh1T NDT INCLUDED. N'h <br /> structure per anchor schedule. <br /> �CIVIL aTu xs� ycy .oa. �4, {A <br /> o 80 nchor hardware IS not supplied with wall S DOLTS SHALL HAVE A MINIMUM EDGE DISTANCE OF I• <br /> bracoo IN AtUV_'NUM ANG'.E DRAOXET. <br /> still MA Ae0 t95 ae6+ Pm• AM• aN 7.WIND LOAD CALCULATIONS BASED ON iH£TYPICAL <br /> MAXIMUM. WstO 4.Add vibration pods at condenser mounting SURFACE AREA OF A/C CONDENSOR OR HEAT PUMP <br /> FALL¢RACE ATTACHED TO. W1t wTD i#SttslB points os Specified by condenser manufacturer. UNITS. U 'R <br /> YAebriY,MrKJ1EtE BTNACntE m m � n�ry7 <br /> atTa slid CR Face iDOT tnturlx+a YAx Tpp y Per 5.Attach sills of condensing unit to i'wide 8.WELL FILLER SHALL WET AWS STANDARDS FOR 0^f.. <br /> ALUMINUM AND SHALL HAVE A TENSILE STRENGTH OF AO m�+� <br /> G-DO Hal dipped galvanized-18 Gauge metal Krt <br /> rcaol wrc trees cuaAArm� hurricane strap with(2).14x3/4'SS TEN ^Gn;N ouvrWMaAacx 79M,1IM tm rl4 urramramaPrA:cso Screws.Attache opposite end Of anchor strap to :.ALL GALVANI2EO OR PLAIN STEEL IN CONTACT VATH �•"'4O','0XI"n1l[reiAl Ylca7PP�RpC OoemM with <br /> p ALUMdttCA SHALL HAVE PLASTIC OR RUBBER YlAStC-.RS, <br /> to wall braces with mifa;mum 1-atax3/4'SS bolt. �y <br /> Hurricane anchors Shall be installed taught,with COMES. <br /> O Oil <br /> BUSHINOS TO PREVENT OALVANx a <br /> WALL BRACE FASTENERS, no slack.Maximum spacing between TEK OF OtSSV)LAR METALS. <br /> STEEL ,g <br /> screws is 12'. C N-1qR a <br /> TO.THE DESIGN OF THE WALL BRACES AS INDICATED,ANY 5 use Min.(2}61t3'X t tl4'TEC Screw TO. <br /> INVALIDATES DESIGN AND ENGINEERING. F�' <br /> with self)ocking washer. <br /> install addltiona)blocking and/or apgNutnp„ra ] ' <br /> +rods as required to support wall q `.`'��pHDE a/��p+ c <br /> trace. Achitect/En ineer of Record re uirod CONCRETE + •.y 14"1" <br /> for design of metal stud wall framing to Alin.(2)1J2'die x 3 3/4'S$Hilfi Kwik ` 1 <br /> support equipment loads from wall brace. Bolt or Equivalent with 2 3/41 minimum No 7468 •'.AS <br /> embedment into 250D psi concrete, _ * _ -- <br /> WOOD STUD MASONRY <br /> Use Wn.(2)V2'x 3 3/4'Hex Hend Lag IP STATE OF ,r�Wy <br /> Min.f27 112'die x 3 3/4'$S Hilti Kwik +.n•a E: •4,.!1- <br /> screw W/SS washer. 2 3/4'min.embed f-'�`` <br /> into stud.Instal{additional blockingand Bolt or Equivalent with 2 3/4'minimum +qF,p�-O 0.'•p�0� <br /> embedment into solid lifted colts �� /ANAL ti � _ <br /> odditionai studs as required to suport woo ,prr 111,101, <br /> ^T •'n.i <br /> brace. AehiI wood <br /> freer of Recorstructure <br /> required use 518'1c10'Oaly.or SS hex bolt where \ ,nn ,It ar•s—r+} <br /> for design of wood frame structure to support thru CMW where no filled calls. eavAn, ,1 5. Kror " ,_./ YPB G <br /> oquipmen!)Sells from watt brace. 1 z v 2 <br />