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u. _ L. A ❑ l i 1. ■ 1 r - --- - a -- - 1 11 _ 1 1111_ .1 - 11 f .: I I ' 11 1I II <br />Imo. l I I_ 11 <br />v, <br />tc <br />In <br />0 <br />i <br />0 <br />I <br />N <br />_N <br />I <br />c <br />1 <br />LO <br />LO <br />0 <br />0 <br />O <br />N <br />N <br />O <br />39 <br />0 <br />3 <br />1U-• <br />Q <br />O <br />E <br />f� <br />rn <br />N <br />E <br />O <br />S <br />O <br />�y <br />N <br />tl <br />Cl- <br />O <br />0 <br />vl <br />.o <br />i <br />a <br />0 <br />LZ <br />N <br />N <br />r <br />0 <br />CL <br />C <br />0 <br />CV <br />\ <br />N <br />°• <br />O UO0 O O O O <br />8F8-1B/1T 8F8-0B/1T ';• ; 8RF6-OB/1T <br />O ® <br />O O O O O O O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O,� <br />© OO © OF O O O O ;' O O <br />8F20-1B/1T 8F20-0B/1T �' 8F20-1B-2T <br />O O 8F24-1 B/11 T 81=24-0131/ O <br />O O <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REO'D 1-112" CLEAR <br />J <br />W <br />� C.M.U. <br />ro Ci In <br />15O <br />rpm <br />u w <br />�W? <br />022- <br />Q <br />o w U) 5 REBAR AT BOTTOM <br />< o o MIN. (1) REO'D <br />fn Er <br />16 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 />(E) <br />E <br />SYMMETRICAL <br />I <br />E <br />E <br />E SYM TRICAL E <br />—'MIN. I I MIN. <br />(1787) <br />(1666) <br />1ST FLOOR LINTEL PLAN <br />SCALE: Y4"=1•-0" <br />er"a <br />N <br />O <br />N <br />O <br />0 <br />� <br />4 <br />v <br />W <br />C f0 U N <br />N f0 O Y <br />Vl 'O N <br />o <br />4 N Y <br />E c <br />c <br />� u <br />c o <br />C E <br />M O <br />L1 V <br />G <br />Cy„ <br />•— <br />L; -: <br />fV <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />H <br />E <br />pp c <br />o <br />N Q C <br />� <br />� <br />Q <br />cn V �• LL <br />Q1 2s J <br />` 2 <br />-1 a. <br />LL �- 5 a. <br />W' <br />�Cc_n ow <br />o °' m J <br />W <br />Z <br />Lr) NZus (') a <br />Z <br />C,O U U <br />>., W <br />❑ ❑ <br />N <br />L� O <br />LL <br />1 , <br />T <br />Cn <br />u' <br />O <br />u, <br />c <br />�r <br />.) <br />U d <br />c <br />m <br />S 9? <br />sm <br />cD <br />M <br />o <br />a <br />Z <br />a <br />J <br />w <br />q <br />Q O <br />E <br />oo <br />w� <br />�N <br />za <br />❑a <br />Z <br />u <br />(T n7 <br />�o <br />Y <br />a� <br />!Q <br />1. <br />W <br />40 <br />LLI W <br />Y <br />mZ. <br />N C <br />C <br />4a <br />OK <br />Z Z <br />Z <br />ZlJ J <br />ap <br />zZ <br />a O <br />az <br />W <br />U <br />�a <br />� <br />a 1 <br />U <br />O <br />O <br />a <br />a x <br />ila <br />o i <br />�N <br />0 <br />>M <br />_m <br />Q <br />IfZ <br />ta. <br />� <br />r� <br />F— <br />o <br />-J <br />L.C7 <br />co <br />p <br />Q <br />00 <br />= <br />C <br />Tcr <br />D.. <br />O <br />_ <br />U) <br />cC> <br />m <br />Q <br />CL <br />Q <br />T <br />O <br />N <br />L0 <br />En <br />� <br />N <br />o <br />Z <br />m <br />Z <br />E <br />iii <br />n <br />m <br />c <br />JOB <br />NO: 22-12492-12489 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L-1 <br />