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DEWALT <br /> r>IaltEaeiiowers s 1f�SlALlATION INSTRC1[UN,S <br /> Installation Detail A: Power-Stud+ SD2 installed In the Soffit of Concrete over Steel Deck Floor <br /> and Roof Assemblies (see dimensional profile requirements)' <br /> STRUCTURAL SANO-uGHIWEIGHTCONCREIE ORRORMAL WEIC.IIT CONCRETE 1. Anchors may be pl--aced In the upper flute or lo:reT Rule of the steel deck <br /> OVER STEELDECK(MINIMUM 3,000 rSO profiles in accordance With installation Detail A prodded the minimum <br /> rAks ir4� Me clearance is satisUed. Anchors in Die kywer Rule of installation <br /> r a MID. — (b➢N ENdelv+rkrf Detail A profiles may be installed vith a maximum 1-Inch offset in either <br /> , °°r. direction from the center of the(lute.The offset distance may be increased <br /> ;. r ;.r :.° :,• 'r- proportionally fa profiles Wth Inver Rule 1'ridlhs greater than One sh%vrl *„ <br /> provided the minimum laver flute edge distance is also satisfied, <br /> t� afV r• V fy r f� at` r f� °rr r� °• <br /> '' va! °r r e lbwer3W6r r° 'va r- nr'r4�-.f12, ' �°• •°° " <br /> 3• Aedlef lTYPt 9' l•rY) <br /> PAL 411M W12-try"(TI <br /> MID. UwAwFl°te(Ri*).-. <br /> 1"V4 <br /> No.20 Gage SteN Deck Min, <br /> Rule Edge— <br /> Installation Detail B:Power-Stud+ S02 Installed In the Soffit of Concrete Over Steel Deck Floor <br /> and Roof Assemblies(see dimensional profile requirements)' <br /> LIGHrAEIGHT CONCRETE DR NORMAL WEIGHT CONCRETE 1. Antlers may be placed In the upper flute or low flute of the steel deck _ <br /> OvEN STEEL OEM(MINIMerA%doop" profiles in accordance With Detail B provided the minimum We clearance <br /> is satisfied.Anchors in(he laver flute of Detail B profiles may be installed <br /> AUn.2• 1'CkaranceMh tipperFkde(Yahlrh with a maximum 15/16-inch offset In either direction from the Center of <br /> • °a dd °r e s°a t, °r•e °o,b °r v °e V ° v °r i V°r r b the flute.The offset distance may be Increased proportionally for profiles <br /> r r r %vith laver flute tvkiths greater than Owe sllorm provided the minimum <br /> 1 1 .` a:.:r" •: IoNer flute Doge distance Is also satisfied. <br /> f•y,°a•vai°:`°an ,y•° t 4.• 5°v •b••°°a 5° +° ' 'v°r •'y•°o°y f <br /> 3" • •b Q=■ .'..max <br /> Power• <br /> r hrKNor ITYp1 (To) ILL: <br /> M•�Ne• Min 12•(fYp) <br /> IF Lowry Flute(Mdge) <br /> 1• \//. <br /> No.20 Gage Sleet Decll Minn. <br /> Fl.rle Edge ■ <br /> W: <br /> Installation Detail C: Power-Stud+ S02 Installed In the Soffit of Concrete over Steel Deck Floor <br /> and Roof Assemblies(See Dimensional Profile Requirements),.' <br /> STNUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE 1. Anchors may be placed in Me Wier Rule of the steel deck profiles in a d <br /> OVER STEEL DECK(MINIMUM 3,000 PSg accordance With installation Detall C provided the minimum hole clearance <br /> is satisfied.Anchors in the laver Iute of Installation Detall C profiles may be <br /> installed With a ma)6mum 1/8-inch offset In ether direction from Die center Z <br /> MM.2.114• 1r Clearance Min• of the flute.The offset distance may be increased proportionally for profiles <br /> .•. •—� — "• +��. ' r,-•77 vhlh lover Rule v(IdUu greater than those shown provided Die minimum <br /> b y <br /> U'r• .°a f• '°P.r,b °a r•O r•V•�y r•b °V i °a*•O' <br /> Wryer flute edge distance is also satisfied. <br /> 2. Anchors maybe placed lathe upper flute of the steel deck profiles in <br /> ° ° ° ° — " r° ' • accordance vnth installation DOW C provided the concrete thickness above <br /> 1-1/2" oa f r o oa cop M uu .oy fv as•it the upper flute is minimurn 3-i14-inch and a minimum hole clearance of <br /> Max. °o"e`SAi°' 34121 3/4-Inch is saUsfed. <br /> _2-112` T-314" <br /> Min, <br /> Mitt. <br /> 314- <br /> No.20 Gage Steel Deck Mln.- <br /> Lower Flute Edge- <br /> installation Detail D:Installation Detail for Anchors In the Top of Concrete Over Steel Dock Floor <br /> and Roof Assemblies (see dimensional profile requirements),., <br /> LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE 1. Anchors may be placed In the top side of concrete aver steel deck profiles <br /> OVER STEEL DEC(pAINI MN 2.500 PSQ In accordance vAt h Detail D provided(fie minimum concrete thickness <br /> M�z in• wwmrscw.Ar uw(Tm) above the upper flute(topping thickness)Is as ituslraled and DID minimum W <br /> oP0.4 Flute(Val" spacing distance and minimum edge distances are satisfied as given in <br /> r °r °� +• °a+• °r + °r --° - °> r °r Setting Infomlation for Installation on Die Top of Concrete-Fllled Steel Deck <br /> e, e• 'a; 'i; 's! Assemblies Table. o <br /> •;�,,vc`•_ v�f ..va i:4 yr �+ar•r:-`°a.r +` 2. For anchors installed In the top of concrete over steel deck profiles Will � <br /> concrete Dictums above the upper flute(topping Ulickness)greater than <br /> .t:a.•:-,;.,;:<:•:,:a:r.�:�. .:-.�.,: specified in <br /> < yr r or equal to the mininhum concrete member Uhiclulesses <br /> T'l12• r r ire, r';'' 'f `'. Installation Tattle for the Pw.*(-Stud+SD2,DID minimum spacing distance � <br /> •` and minimum edge distances may be used from this table, <br /> Min I-W4* Min.6•irrp) as applicable. o <br /> (Trp) <br /> a <br /> Itrmv TAde Ohrdwl-.. -' <br /> Nln aln• No,20 Gne Sleet Deck Min <br /> (TYP) z <br /> lL <br /> 1-800-4 E , <br />