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v+ <br />v <br />v <br />C <br />Cr <br />4 <br />n <br />rh <br />cc <br />s <br />C <br />L0 <br />r <br />V) <br />B <br />s <br />I <br />s <br />0 <br />L0 <br />0 <br />L <br />3 <br />Q <br />91 <br />N <br />FL <br />O <br />jo <br />0 o O o <br />8F8-1 B/1 T 8F8-0B/1 T <br />O, :0, <br />O O O O O O <br />8RF14-1B/1T8RF14-0B/1T 81716-113/1T <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REO' :1-1/2" CLEAR <br />J `!l C . V <br />w <br />5o U v�i cJ C.M.U. <br />Looj <br />- <br />S �l J <br />ow: W <br />WV)09 - <br />Q N J <br />Z u� LL:�416 <br />BAR AT BOTTOM <br />IN. (1) REO'D <br />t;LZ 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- <br />81=16-013/1T <br />O <br />20-OB% T <br />8F20-1 <br />B% T 8 <br />O <br />'O. <br />O O <br />O O <br />8F24-1 B/1 T 8F24-0B/1 T <br />O O <br />o O <br />-; -• <br />8RF6-0B/1 T <br />:0, <br />O O <br />8F20-1 B-2T <br />SYMMETRICAL <br />A& <br />SYMMETRICAL <br />9 <br />2ND FLOOR LINTEL PLAN <br />SCALE: A"=1'-0" <br />-a <br />N <br />ce I-L .rl <br />cv <br />J <br />(. -C C <br />'h <br />Q <br />dt7�M <br />0 <br />3 <br />re, a) <br />a _ LL E <br />O O <br />�=3C0 <br />/ LL O W <br />tt {tt¢Arft, <br />.� h.. • Mtn. <br />Ll <br />FI <br />CFI'" <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 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 />9) <br />E <br />a N 8 <br />N <br />Mo w 8 <br />-/ . _ J <br />di Mu- 0 2 LL z255 J <br />tq Q LL w <br />5 <br />I� �LLLL' SLij <br />ra� <br />"r, la C - 4.0 S <br />r 0 O <br />m <br />w <br />Z d J <br />ILW ug <br />z CD N N co <br />z OU 0 <br />W 013 <br />G <br />� <br />z M <br />z <br />a <br />V) zC1 <br />-J <br />W p <br />U <br />.) <br />wLK <br />U CS <br />• <br />R <br />zco <br />(h <br />i <br />� <br />Z <br />IL <br />gzo <br />p <br />Z� <br />< <br />a <br />ao <br />wzz® <br />z <br />oa <br />_ <br />O <br />� � <br />oa <br />g p <br />z <br />O� <br />i F- <br />•,4%• L <br />(n== <br />FO <br />Zw <br />Z <br />N J <br />SU <br />no <br />wm <br />�W <br />22 <br />F4lo <br />8K <br />a <br />W <br />�s <br />5- <br />IZ <br />CD <br />Mj <br />O <br />�p <br />w <br />i <br />za <br />$3 <br />C <br />> M <br />m <br />m <br />< <br />Cj_ <br />�--` <br />co <br />n <br />� T.- <br />O <br />CID_ <br />I m <br />LO <br />� p <br />p <br />N <br />M <br />T <br />d <br />' to <br />0 <br />;E <br />t0 <br />0 <br />V <br />VN <br />a <br />E <br />U _ 0 <br />.j <br />JOB <br />NO: 22-05614-05611 <br />SCALE : AS NOTED <br />SHEET NO. <br />L-2 <br />