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o+ <br />3 <br />c <br />I <br />rn <br />.n <br />M <br />0 <br />I <br />cc <br />u7 <br />00 <br />I <br />_N <br />I <br />f <br />Cn <br />B <br />Q <br />0 <br />0 <br />0 <br />La <br />N <br />I <br />N <br />0 <br />CKi <br />v+ <br />3 <br />93 <br />N <br />E <br />E <br />2 <br />0 <br />LZ <br />N <br />O <br />~ <br />0 <br />�I <br />a <br />0 <br />LZ <br />N <br />N <br />N <br />0 <br />a <br />i� <br />0 <br />N <br />_N <br />Jj <br />Cn <br />Cn <br />o ; ,d•, ; , p; ; p•, p ; p ,; ; ,' jj ; • , ID,, <br />O <br />O O O O ., <br />8F8-1B/1T 8F8-0B/1T ulov- <br />:O, <br />O O O O O O O O :•': <br />8RF14-1B/1T8RF14-013/1T 8F16-1B/1T 8F16-0131/1T ••0- <br />0 81720-1 B/1T U20-013% T <br />O <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ' 1-1/2" CLEAR <br />W , <br />Lu C.M.U. <br />v�LryO <br />WPM <br />=S <br />w0)9Z <br />o`��n <br />uj <br />o w rn ! 5 REBAR AT BOTTOM <br />Z 2 — MIN. (1) REQ'D <br />,iO� N <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 cementibuos 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 />O O <br />8RF6-0B/1T <br />9 'O" <br />8F20-1 B-2T <br />O O <br />O O <br />8F24-1B/1T <br />8F24-06/1T <br />OO <br />SYMMETRICAL <br />CE� <br />n �) <br />O I SYM f TRICAL I O <br />MIN. r I MIN. <br />nE <br />1ST FLOOR LINTEL PLAN <br />SCALE: Y"=1'-0" <br />e+; <br />h <br />«_ <br />Cr} <br />? <br />o <br />C7 <br />a a <br />ti p C <br />Cn <br />V N <br />LU <br />V- <br />LL-a ac <br />= cc a <br />N p iG <br />Y O N Y <br />$J2 d <br />> E s c <br />CVCD <br />3 to <br />ua <br />a <br />U, a <br />c E <br />o <br />�v <br />3Ro wN <br />ro <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Ow <br />E <br />o ce)$ <br />o <br />62 N <br />CYI <br />•, <br />(n C-4 0 <br />r7 'T LL <br />Q <br />C J U. w <br />LZ u o <br />Z <br />i <br />m �� a x <br />�C?_ 0 <br />W <br />' @"`° <br />m <br />W <br />Z <br />LL IL <br />tR�O_�jO' w <br />o N <br />ZN <br />OU <br />W <br />❑ ❑ <br />z �g <br />_ <br />QC1 <br />- N <br />N <br />z <br />w W <br />Q A <br />U <br />1pp0 <br />Ol1J <br />p <br />IN <br />c "' <br />W J <br />E <br />t 8 <br />._ <br />U <br />Q o <br />• <br />rn <br />fop <br />c+� <br />w <br />z <br />z <br />M <br />zo <br />z o <br />O <br />>; <br />ZR <br />Z <br />Q <br />O <br />E <br />E <br />E <br />y❑ <br />K O <br />az <br />D O <br />Z <br />� <br />qd <br />Q 2 <br />W <br />U) C <br />- C <br />N <br />z <br />O <br />yo <br />o <br />>�Z <br />z <br />co <br />aw <br />Wp <br />c� 3 <br />mw <br />1G <br />o <br />�'z <br />�< <br />�' <br />Lo <br />co <br />rI5 <br />z <br />a <br />OU <br />�N <br />0 <br />M <br />= <br />a <br />iv <br />� <br />o <br />00 <br />c <br />= r <br />a° <br />CID <br />cfl <br />0 <br />O <br />CC)4° <br />a <br />Q <br />LO <br />LO <br />� 0 <br />0 <br />O <br />oo j <br />Q i <br />ai <br />t— <br />E <br />L ! <br />r <br />Z <br />m <br />Z <br />� <br />E O <br />E <br />c <br />d <br />U <br />Q <br />JOB <br />NO: 22-12488-12485 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L-1 <br />