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--- ----- - A - - r I. L I I I _ <br />O ;,d;; ;,p', ;;p,; ;,p;; <br />o' <br />o O o O <br />8F8-1B/1T 8F8-0B/1T- J.- <br />' <br />O O. O O o O o, O <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T <br />© O <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ' _ 1-112" CLEAR <br />Lu <br />W <br />Cj X C.M.U. <br />mourn <br />W J <br />H�W U) oNQ? <br />�O <br />cow ` 5 REBAR AT BOTTOM <br />a ZO 0 MIN. (1) REQ'D <br />rn <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 />O O <br />U61, <br />SF16-OB/1T <br />OO <br />o <br />O o <br />8F20-1B/1T 8F20-0B/1T <br />O <br />r : <br />r <br />o O <br />8RF6-0B/1T <br />U <br />o <br />8F20-1 B-2T <br />O O <br />o O <br />8F24-0B/1T <br />8F24-1B/1T <br />O <br />O <br />(1787) <br />SYMMETRICAL <br />D UD <br />(1666) <br />SYMMETRICAL <br />(1666) <br />2ND FLOOR LINTEL PLAN <br />(1787) <br />SCALE: A"=1'-0" <br />e� <br />c <br />CO, <br />-o <br />:I. W <br />o _ <br />G A V N <br />Ld <br />irL <br />7 -o m ac <br />N C "- d <br />�o <br />t <br />Q N <br />W C2 <br />u <br />� 3 i <br />a. m tj A <br />� e�'a <br />W O. X, <br />�Q <br />1 v <br />i t t l Uffll�rlr <br />,\,\�1��1\11i11 <br />0 W/V <br />�,. <br />S <br />_ <br />,^ <br />A <br />�(� 1 <br />�O <br />' <br />F L <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />!W <br />a EE <br />O N 8 <br />0 <br />m N_p 00 <br />n <br />to <br />An N <br />Q <br />C J LL W <br />ca (L <br />Z <br />JLLLL <br />.c O1 a <br />W <br />0 <br />Z <br />LLW <br />co�pjO1 m w <br />U) N Z <br />N OU U <br />z <br />as <br />z o <br />Q v <br />J <br />4 � <br />U) <br />N <br />- N <br />z (h <br />,n <br />GA <br />4-1 <br />U) LL <br />L.L, <br />U <br />0 <br />WQ) s <br />N <br />C N <br />�V) <br />r <br />W W <br />z <br />Q 0 <br />N � <br />O <br />ccM <br />C7 <br />O <br />W <br />Z <br />E <br />za <br />.a <br />S" <br />s <br />>� <br />z0 <br />Q <br />rB <br />z <br />R o <br />oa <br />� <br />Z <br />F� <br />p E <br />N f6 <br />oa <br />no <br />`az <br />o <br />oZ <br />�Z <br />wz <br />It <br />ar <br />ra <br />� CY0'.� C <br />ag <br />z <br />wo <br />m� <br />o <br />° <br />>~c <br />z <br />< ° <br />z <br />ul <br />pwS <br />O <br />O <br />d <br />W <br />,r <br />o <br />0 3 <br />0 <br />ACV <br />> co <br />rn <br />sz <br />°o <br />C) <br />M <br />�- <br />N <br />L <br />J <br />LID <br />ICU <br />C <br />Q <br />=) '— <br />a°cr <br />c� <br />CAD <br />O <br />� <br />CN <br />1— <br />C <br />.Q M <br />L.n <br />00 o <br />0 <br />O <br />(0 N <br />oo j <br />Cn <br />� <br />a) ` <br />T <br />E <br />CD r <br />Z <br />_04 <br />E C)rn <br />C <br />a <br />a <br />U -j <br />N <br />Q p <br />JOB <br />NO: 22-12488-12485 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L-2 <br />