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7002-7018 Ripple Pond Lp
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7002-7018 Ripple Pond Lp
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Last modified
2/24/2025 2:09:44 PM
Creation date
2/19/2025 2:54:44 PM
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Building Plans
Street #
7002-7018
Location
Ripple Pond Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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0 0 0 0 0 o <br />8F8-1B/1T 8F8-0B/1T '" '"; -' "; 8RF6-0B/1T <br />O ® •,' •' •,,,' I , �,, •• •• <br />.0, :O ♦� <br />O O O O O O O O ',• <br />r'♦ <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O, <br />© � :O,• <br />O © O 0, O 0 o O O <br />8F20-1 B/1 T 8F20-OB/1 T 8F20-1 B-2T <br />O © 0 8F24-1B/11T 8F24-0B/1T <br />O O <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REG' 1-1/2" CLEAR <br />J <br />LU10 C.M.U. <br />Npm <br />rn <br />x ui LU Lu <br />Lu4 <br />Q N LL J <br />M u % J N <br />OWN • <br />z x z � 5 REBAR AT BOTTOM <br />Q Q MIN. (1) REO'D <br />u) <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 t#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 />D <br />IDS <br />SYMMETRICAL <br />�D� I I I �DJ <br />(1787) <br />D D� <br />SYMMETRICAL <br />D <br />i� D <br />2ND FLOOR LINTEL PLAN <br />(1787) <br />SCALE: X"=1'-0" <br />CVJ <br />CV <br />_O <br />Cd <br />d 'D <br />Q <br />Q� <br />Lj <br />CV <br />x <br />CL <br />Q � N <br />X <br />$ = w <br />w ayw <br />c <br />> o s c <br />u + d <br />3 <br />3 � <br />�E <br />�o <br />d U <br />i <br />CV <br />r , <br />C%4 <br />C F <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 nth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Qv <br />V <br />d C <br />0 <br />45 <br />7 iI i <br />f A N 0 <br />Q <br />LL <br />C J LL LLl <br />z <br />13 <br />J CL LL <br />UJ <br />� <br />£-i�N�, <br />O <br />; <br />WR°O <br />W <br />�wc <br />CP. m <br />z <br />11L <br />N 0 <br />Z d <br />N <br />O U <br />z <br />W <br />L) U) <br />❑ ❑ <br />1 � <br />o� <br />z s <br />U) <br />Q <br />Arnim <br />7 <br />�to <br />LL <br />90 <br />(90 <br />LU <br />O <br />to <br />w <br />� <br />� <br />� <br />.) <br />t' <br />�dj <br />f0 <br />S_ <br />U <br />Cl- <br />Co- 0 <br />N rn <br />M <br />� <br />L.L <br />L <br />nu <br /><o <br />z® <br />a <br />O <br />ki <br />oa <br />F—CL <br />o E <br />o� <br />Q <br />Z <br />04 <br />Fi <br />g <br />ra <br />_ <br />tim <br />0 <br />o <br />z <br />U) N <br />J <br />U b <br />¢w <br />N <br />OG <br />z <br />W <br />a <br />0 <br />N� <br />~k <br />r� <br />g <br />� <br />> <br />� <br />a <br />zla <br />� 7. <br />c�C <br />V) <br />> cM <br />_ <br />6 <br />N <br />O <br />I� <br />F- <br />�r <br />o <br />L <br />J <br />Ln <br />n <br />M <br />QO^O <br />r <br />C <br />a° <br />o <br />CAD <br />U) m <br />CL <br />o <br />cio <br />Q <br />CV <br />r <br />CN <br />Ln <br />O CD <br />N <br />CDC <br />M <br />O <br />4 N <br />Lo <br />O <br />�-- <br />n N <br />r <br />o <br />Z <br />Z <br />E 0 <br />c <br />c <br />d <br />E <br />U -j <br />Q <br />JOB <br />NO: 22-12492-12489 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L-2 <br />
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