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0 UO0 0 0 0 0 <br />8F8-1B/1T 8F8-OB/1T ,' • ";' ' 8RF6-0l3/1T <br />O ® I <br />O O O O O O 0 O .': <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O, ';- '; '; :0, <br />8F20-16/1T 8F20-013/1T 0' 8F20-113-2T <br />O® 8F24-1B/11T 8FF24-0B/10T <br />O O SYMMETRICAL <br />ALTERNATE POWERS (E) O n .E� <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REO' 1-1/2" CLEAR <br />W <br />C.M.U. <br />GS(ryX <br />y0cr <br />ac� <br />Lu <br />J N <br />ZLu Ui 5 REBAR AT BOTTOM <br />Q = MIN. (1) RECI'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 />�E ) SYM TRICAL �E <br />MIN. I I MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: X"=1'-0" <br />C" <br />N <br />� N <br />CO <br />W <br />a <br />��o <br />M too <br />y wo!� <br />+7C N Y <br />n> y <br />} E t <br />d o = a <br />a� <br />H <br />C fs <br />Cc <br />p <br />0 <br />• ° a 0 W N <br />_ <br />6 •� <br />r � <br />• �. c�F�1 <br />U ��� •d� OF Q.� <br />� <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and see]. <br />W <br />W <br />E <br />Lo 0 <br />.5 'n <br />40 <br />Q <br />WNOLDxx M <br />C J <br />V' <br />LL W <br />J LL LL a <br />Lu <br />0.. Y <br />A 8 <br />Mom o <br />���0 mw <br />W <br />"j. <br />ILW <br />�j N d <br />Z <br />N OU <br />W <br />❑❑ <br />0 V <br />z <br />� <br />Q <br />V <br />��� <br />U <br />Ow <br />to <br />W <br />Q <br />S <br />r— <br />M <br />25 <br />=o <br />a <br />E= <br />�� <br />oa <br />C Lo <br />c <br />�O <br />zE <br />c <br />zU) <br />1s <br />ISv <br />T <br />N <br />w� <br />Yr <br />0 <br />`N <br />_ <br />a <br />T <br />^ <br />F- <br />CD <br />J <br />00 <br />c <br />CD <br />Q <br />f11 <br />T <br />T <br />0 <br />a <br />N <br />U) <br />a <br />o <br />+�+ <br />R <br />N <br />I=- <br />o <br />0 <br />c <br />18 <br />0) <br />ca N <br />N <br />M <br />LO <br />E <br />N <br />z <br />L0 <br />c <br />A <br />E O <br />ly ui <br />o <br />3 <br />c� -j <br />¢ 1 <br />JOB <br />NO: 22-12484-12481 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L-1 <br />