Laserfiche WebLink
8F8-0B/1 T <br />p. f>'. p,, <br />O O O O O O <br />8RF14-1B/1T8RF14-013/1T 8F16-1B/1T <br />© O 9 <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-112" CLEAR <br />l <br />W <br />C.M.U. <br />Urn <br />In �ryX <br />J <br />W(n0Z <br />pia,_, <br />0 U) J <br />Q O <br />W N <br />w vi i 5 REBAR AT BOTTOM <br />MIN. (1) REQ'D <br />nLLon <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 />nE <br />O O <br />•. <br />.�. <br />.�. <br />O, <br />O O <br />O <br />8F20-1 B-2T <br />O O <br />O O <br />8F24-1B/1T <br />8F24-OB/1T <br />O <br />O <br />nE <br />SYMMETRICAL <br />I <br />fE) <br />CE� <br />UE SYM TRICAL E <br />MIN. I I MIN. <br />(1666) <br />(1666) <br />nE <br />1ST FLOOR LINTEL PLAN <br />SCALE: Y"=1'-0" <br />(1787) <br />G <br />N <br />O <br />C l0 L! N <br />OC? <br />++ C 6L- a <br />_ <br />W:cm ,.. <br />ae <br />,= <br />w <br />o <br />s <br />W CIA <br />m <br />C <br />� O <br />�4sa <br />t <br />_o <br />}tLU <br />LU <br />yeCZY <br />To the best of the Engineers 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. Engineers <br />signature and seal is only for <br />the structural <br />engineering portions <br />of the drawing pages bearing <br />Engineers <br />signature and seal. <br />U) <br />W <br />a <br />v E <br />0 ° <br />C <br />0 <br />y C? N <br />7 u7 c0 # <br />�Mv�2 <br />M <br />Q <br />13_ <br /># W <br />N S J <br />C J 52 L- W <br />—j w LL o <br />w <br />°- <br />Z <br />m c <br />,_ CU o Z <br />W <br />_ a <br />�'�N CO <br />LLW��pjO' <br />Z <br />Co w <br />L `� Z0 a J <br />,^ <br />N <br />OU o <br />Z <br />W <br />❑ ❑ <br />CD <br />Z N ch <br />O O <br />O <br />z <br />z o g <br />— <br />ra-Pi <br />In <br />Pi <br />yzy�� 00 <br />Nl <br />U., <br />0 <br />N , ^ <br />v ' <br />W o <br />Ly N <br />r <br />ZD <br />r- <br />U <br />W J <br />H _ <br />p <br />,c N <br />U o N <br />r— <br />Z,¢ <br />O <br />� <br />¢ <br />w <br />Z <br />M <br />M <br />w <br />o <br />Z <br />U— <br />Q E <br />E Q <br />ZO <br />00 <br />} N <br />ZN <br />6N <br />Z Q <br />I— <br />20 <br />XU <br />�� <br />UO <br />� O <br />C <br />O L <br />N <br />L <br />d p <br />woo <br />Q <br />Ow <br />a Z <br />w� <br />r <br />7 ru <br />VJ <br />o <br />¢ <br />O� <br />�� <br />m <br />F o <br />or <br />QW <br />Cn <br />a <br />o< <br />z z <br />o <br />g <br />Q- <br />a <br />�w <br />U <br />w <br />o. <br />J z <br />¢ <br />=3 <br />Y O <br />O <br />CDaF <br />u; <br />5 <br />OU <br />V <br />C <br />2 T <br />rn <br />> <br />1 <br />N <br />Co <br />C9 <br />0 <br />(� <br />`v <br />00 <br />T <br />CD <br />O <br />¢i <br />c0 <br />0 <br />0 <br />O <br />C0 <br />V J m <br />Q <br />_Q <br />O <br />0 N <br />Lr) <br />+ <br />O <br />O <br />O <br />N <br />CM <br />O Lo <br />L 0 <br />Cr)T <br />E <br />c 4 <br />r- 00z <br />m <br />Z <br />E (.0 <br />U) <br />c`u <br />0- <br />E <br />0 <br />U -1 <br />75 <br />Q <br />c <br />J <br />JOB <br />NO: 22-09474-09471 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L-1 <br />