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v+ <br />3 <br />a <br />v <br />N <br />0 <br />L0 <br />!2 <br />0 <br />I <br />CD <br />Oo <br />J <br />CID <br />to <br />cn <br />L0 <br />0 <br />Cr <br />V) <br />00 <br />a <br />0 <br />I <br />O <br />J <br />to <br />L0 <br />to <br />ra <br />co <br />to <br />Q <br />O <br />6. <br />C/i <br />O <br />C <br />3 <br />H <br />Q <br />N <br />N <br />a <br />F� <br />E <br />O <br />S <br />C <br />N <br />ri <br />fn <br />0 <br />U <br />y�3 <br />C <br />U <br />I <br />.o <br />0 <br />v <br />U <br />J <br />O <br />r� <br />C> <br />En <br />v <br />0 <br />0 <br />a <br />cV <br />CV <br />c�V <br />c'V <br />0 <br />Q <br />•o <br />O O <br />8F8-0B/1 T <br />P", <br />::p., <br />P <br />" • Ir" <br />" • d• <br />"• dv >. <br />O" <br />O O <br />O O <br />O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T <br />© O <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP V <br />v <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />D <br />w ✓ G <br />Lu <br />ooUlA <br />Oro _ <br />rr3.�1-u 'L <br />WN�z <br />❑cn�,n <br />ga <br />) 0 D 11 D <br />H M O 2Q ✓ c • Q MIN. (1) REQ'D OTTOM <br />i)u't-¢ <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 a" ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />•'O- <br />8F16-0B/1T <br />OO <br />O <br />O O <br />8F20-1B/1T <br />8F20-OB/1T <br />O <br />O <br />nE <br />• <br />•, <br />8RF6-0B/1T <br />' <br />.O, <br />,•.:�, <br />��, <br />O O <br />8F20-1 B-2T <br />O O <br />O O <br />8F24-1 B/1 T <br />8F24-OB/1 T <br />O <br />O <br />nE <br />(1666) <br />SYMMETRICAL <br />I <br />n <br />FE ) <br />1ST FLOOR LINTEL PLAN <br />SCALE: Xa"=1'-0" <br />N <br />N, c <br />0 <br />`o =o <br />-d1 " <br />AkW <br />m xc <br />u `co <br />Ro <br />�v <br />C2 <br />0 <br />a VIV <br />V> <br />V - <br />�.� <br />j! <br />c�'•rr����r fd: lS F�f.�'aa���� •I <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />fA <br />W E <br />Q p O U <br />V [V WCD o <br />N <br />1.0 <br />a <br />to �mv <br />Q C J L W <br />JLLL a <br />Ca <br />zW@0 <br />Yroo � o <br />W � <br />C^a <br />CP <br />IL Z co 6 <br />N N Z Q <br />Z OU L) U) <br />W ❑❑ <br />Cn <br />z N <br />o g <br />z W <br />z o <br />Qj <br />J <br />� to <br />N <br />CJ <br />� z <br />o <br />co <br />W <br />U a <br />0 w <br />V) <br />U c <br />W J <br />~ — E <br />N <br />! <br />=® <br />U o J <br />C <br />®� <br />f�- <br />C.0 <br />W <br />co <br />z <br />o <br />z <br />z <br />U <br />w o <br />o° <br />> ly <br />z® <br />I--- Ca CI <br />x < <br />�¢ <br />w0 <br />0 OU <br />O� <br />N <br />°do <br />ao <br />wz <br />s <br />_ <br />OY <br />U <br />m0 <br />O <br />Oz <br />Z <br />Z <br />� <br />ym <br />QW <br />fn <br />�2 � <br />o� <br />Z <br />dZ <br />mw <br />a <br />U <br />wLL <br />�� <br />o <br />xz <br />�- <br />�o <br />wLL <br />Z <br />i3 <br />IjtD <br />wa <br />0 <br />>O <br />a <br />C <br />o r <br />rn <br />Q <br />� <br />LO <br />~ <br />N <br />oo <br />T <br />Q <br />rr <br />_ <br />C U <br />00 <br />C-C> <br />Cr 0 <br />cCi <br />' ^ m <br />N <br />CN <br />IIn <br />F— <br />p <br />04 <br />C� <br />Q N <br />a; <br />E <br />= <br />o <br />z <br />m <br />Z <br />E CD N <br />N <br />C: <br />a <br />E <br />U q p <br />c <br />JOB <br />NO: 22-06569-06566 <br />SCALE : AS NOTED <br />SHEET NO. <br />L-1 <br />