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6795-6823 Ripple Pond Lp
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6795-6823 Ripple Pond Lp
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Last modified
3/24/2025 10:38:41 AM
Creation date
2/19/2025 8:56:58 AM
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Building Plans
Street #
6795-6823
Location
Ripple Pond Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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�I l — w119a,sl1L.", ' t trdir}1. .i'b u ' 1L <br />0 <br />8F8-0B/1 T <br />.gip,`- <br />pO <br />P00 <br />O <br />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) REO' l' 1-112"CLEAR <br />�. <br />w <br />XZ. C.M.U. <br />wpmy � <br />S W W t j <br />M W fV <br />ro <br />Z w Co L 5 REBAR AT BOTTOM <br />a a - x - MIN. (1) REO'D <br />On <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 />::A: <br />O O <br />8F16-OB/1OO <br />LOU10 <br />O <br />8F20-1B/1T 8F20-OB/1T <br />O <br />�; ; <br />8RF6-0B/1T <br />.���-:O, <br />u.bl" <br />8F20-1 B-2T <br />O O <br />O O <br />8F24-0B/1T <br />8F24-1B/1T <br />O <br />O <br />n <br />n <br />(E) <br />E SYM TRICAL E <br />MIN. I I MIN. <br />(1787) <br />nE <br />1ST FLOOR LINTEL PLAN <br />SCALE: YV=1'-0" <br />= 0 <br />N o <br />N C� N <br />_ <br />`-'.. 1n x <br />C Lt_ LL <br />N T )�- <br />L!3 <br />a <br />co <br />-0 <br />N U N <br />0 vo <br />> > • >, <br />4)Q-0 <br />E <br />q:. c <br />0 0 <br />c .0 +, <br />a (a `^ <br />0 W <br />> <br />�t° �.• .......... <br />L;� \U r• <br />it WzA i e�0 <br />fe;td <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 />yo <br />dIi M CD <br />C J U. W <br />U. <br />J LL (L <br />Z c °) a <br />0LW <br />�C �o N r0 �C <br />W0�pjO' m w <br />Z � N Z ¢ J <br />J G <br />N < 0 <br />OU <br />Z r) U) <br />❑❑ <br />0 <br />�00 <br />z <br />Q _ <br />a <br />z :� <br />�v1 0 <br />LL <br />T N <br />W W <br />JL <br />U <br />o-� <br />W <br />to <br />c <br />W <br />t <br />x. <br />. <br />M <br />z <br />o <br />�i E <br />IT V <br />Q�Q� <br />X U <br />wir <br />U <br />O E <br />i <br />Z�� <br />ro <br />�p=pW� <br />Go <br />�� <br />•� � <br />� C <br />�zd <br />pY <br />U <br />n0 <br />�a <br />OLL <br />Z <br />Z <br />'!$ <br />$� <br />0 <br />�W <br />W <br />3 <br />Ag <br />GO <br />a <br />I <br />� <br />za <br />$3 <br />C <br />o r <br />> M <br />f`0 <br />l9 <br />^^ <br />�..L <br />I� <br />r1 <br />:3 O <br />Q <br />T <br />CU <br />U <br />O <br />lid - <br />CID <br />(n� <br />v + m <br />Q <br />H <br />O <br />O <br />N <br />M <br />.fl <br />L0 <br />T <br />T <br />N <br />W <br />LO <br />? CD <br />O <br />tl <br />E <br />U J Q <br />C <br />JOB <br />NO: 22-05614-05611 <br />SCALE : AS NOTED <br />SHEET NO. <br />L-1 <br />
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