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I --1-- Al U 1 - l I - I ___ - - - I - I. I. <br />o+ <br />i <br />ao <br />`v <br />_ <br />N <br />311 <br />0 <br />0 <br />I <br />N <br />0 <br />J <br />0 <br />C) <br />0 <br />LO <br />C) <br />I <br />N <br />/ <br />v <br />V) <br />0 <br />c�0 <br />s <br />I <br />s <br />0 <br />C <br />0 <br />I <br />0 <br />I <br />N <br />C <br />FV- <br />Q <br />N <br />N <br />N <br />/ <br />S <br />N <br />O <br />S <br />L <br />O <br />C <br />J <br />ti <br />OJ <br />v <br />0 <br />5 <br />V <br />V <br />N <br />•O <br />V <br />_ <br />N <br />I <br />c <br />0 <br />•U <br />J <br />N <br />LZ <br />N <br />N <br />rn <br />Ln <br />t� <br />0 <br />a <br />jo <br />, <br />O O O O <br />8F8-1B/1T 8F8-0B/1T <br />O O O O O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-16/1T <br />© OD <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REO'D 1-1/2" CLEAR <br />ul <br />W <br />F C.M.U. <br />ooL)U) <br />in(ryX <br />C ado <br />u; <br />=°WW <br />I )ILK <br />0 U)Jjj <br />Q <br />p w in 5 REBAR AT BOTTOM <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 />O O <br />8F16-OB/1T :0 <br />O10 O O O <br />8F20-113/1T 8F20-OB/1T <br />O O <br />D <br />�D <br />p <br />r <br />.= <br />8F24-1BMT <br />81=24-0131/1T <br />O <br />O <br />•'; <br />0 <br />8RF6-0B/1T <br />, <br />O. <br />O O <br />8F20-1 B-2T <br />(1787) <br />(1666) <br />SYMMETRICAL <br />SYMMETRICAL <br />D) <br />DJ <br />2ND FLOOR LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />�o <br />o <br />",- ON <br />c� <br />> . CO <br />rn <br />- <br />_ 1 d <br />o <br />U <br />y <br />LU <br />i <br />CV <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />aE <br />O M p <br />V <br />N <br />o <br />co <br />� �, .0 <br />a <br />6'J <br /># LL <br />22zss <br />Q <br />C J it W <br />LL <br />13 ZM <br />LL 5 <br />S ti <br />r m� <br />o <br />:5:t_,� (oa O <br />r—0 <br />W <br />i, �!A Z <br />LL <br />CD m Fw <br />2 N Z ¢ ~ <br />cl) <br />0 <br />N <br />OU o <br />Z <br />W <br />o❑ <br />z o� <br />z s <br />Q <br />04 <br />N <br />M <br />In <br />z a <br />C� o <br />LL <br />Cn <br />W <br />u <br />0 <br />V) <br />w s <br />Ly N <br />U <br />w <br />1--- J <br />' <br />U Y <br />C <br />• <br />O <br />C <br />J <br />Z <br />co <br />M <br />J <br />g <br />p 5 <br />z <br />4 <br />� <br />U_ <br />E <br />zo <br />rn <br />n <br />E O <br />wz <br />z® <br />oa <br />F- <br />O E <br />�o <br />as <br />nz <br />uoo <br />o� <br />mz <br />Z <br />N <br />i <br />td <br />Cn Ca <br /><z <br />U <br />yo <br />mo <br />o <br />Ott <br />z <br />I <br />Z <br />J <br />cn <br />a_ 3 <br /><° <br />oo a <br />Zz <br />go <br />Q 3> <br />LL <br />N w <br />W <br />J > <br />U <br />K E <br />a o <br />o� <br />= F <br />�- it <br />a <br />O <br />O <br />c0 <br />0�- <br />5 <br />ram <br />o <br />U 2 <br />C <br />O <br />>cM <br />i <br />CD <br />f0 <br />L <br />OHO <br />Co T <br />� <br />TCr <br />CV <br />U <br />C V <br />E— <br />O <br />c•, <br />ILO <br />O <br />o <br />04 <br />o <br />E <br />! <br />N <br />LO <br />O <br />z <br />m <br />z <br />:3 <br />E <br />�; <br />a <br />1° <br />d <br />E <br />U 0 <br />Q p <br />c <br />4) <br />JOB <br />NO: 22-05604-05601 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L-2 <br />