Laserfiche WebLink
jo <br />0 J." <br />0 0 o <br />8178-16/1T 8F8-0B/1T <br />® :•: <br />'O, :0, <br />0 O 0 - O 0 O <br />8RF14-1B/1T8RF14-OB/1T 8F16-1B/1T <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REO' 1-1/2" CLEAR <br />r _ <br />W , <br />io Ci pw C.M.U. <br />�h dx <br />ci <br />n _ <br />FFLu <br />W}W u) <br />a J W - <br />z 5 REBAR AT BOTTOM <br />�a- <br />MIN. (1) REO'D <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />Refer to manufacturer's specifications. <br />3. If lintel Is scratched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast depth. One #5 Bar required top and <br />bottom of all Powers Steel lintels. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />A <br />r; <br />•:O• <br />8F16-0B/1T <br />'• <br />O <br />o o <br />o o <br />8F20-1BMT <br />8F20-0B/1T <br />O <br />l\� <br />D \� <br />O r O <br />000 <br />8F24-1 B/1 T 8F24-0B/1 T <br />O O <br />0 0 <br />8RF6-0B/1T <br />O, <br />L <br />o <br />8F20-1 B-,2T <br />4 I (1787) (1666) <br />SYMMETRICAL <br />SYMMETRICAL <br />CDf <br />CD) <br />nD <br />2ND FLOOR LINTEL PLAN <br />SCALE: Y"=1'4' <br />M \�Chi <br />0 <br />N <br />A <br />Z' <br />a <br />z, <br />sW <br />a� o <br />- � x <br />cLA-n, <br />N O {p <br />r <br />N <br />"y E L G <br />� of ce <br />ea ai <br />ao r.+ <br />H dA <br />�o <br />a� <br />0 <br />C, <br />I III/,,, <br />' xN0\i1111I <br />�2 ,•'� <br />,r, •,f •-,,1 Stu <br />to <br />.••' <br />>///IltlittNll <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />nth Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />0) <br />W <br />E <br />8FA <br />$ <br />Ev S - <br />NO <br />di <br />Q <br />iM <br />a) M q s J <br />�LLLL u' <br />Jz <br />0 <br />52 Ow.. <br />rn as he <br />Wco <br />LL <br />0 <br />N cC14o Z J J <br />Z <br />t7 U co <br />W <br />pp <br />CD <br />z Z <br />Z Z� <br />¢_ _ <br />v <br />o <br />o� <br />wl <br />to <br />C <br />_1¢ <br />4� <br />o <br />M <br />M <br />W <br />LJL <br />I_ <br />o <br />�® <br />8� <br />s <br />Z <br />oao <br />L <br />60 <br />�_ <br />m� <br />O <br />zC')� <br />U5 ai <br />N <br />Q <br />�N <br />0 <br />>M <br />O <br />ray <br />a- <br />F-- <br />I` <br />o^o <br />co <br />:3 T <br />a0Cr <br />N <br />U) <br />n <br />o <br />c� <br />a <br />< <br />I--- <br />rn o <br />O <br />N <br />Co <br />et N <br />� <br />1 <br />T <br />T <br />E <br />CN <br />LO <br />cO � <br />M <br />aO <br />CN <br />.M.. <br />C <br />a <br />U J <br />Q 0 1 <br />J <br />JOB <br />NO: 22-12484-12481 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L-2 <br />