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7050 Ripple Pond Rd
Zephyrhills
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7050 Ripple Pond Rd
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Last modified
3/4/2025 11:47:13 AM
Creation date
2/18/2025 3:47:21 PM
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Building Plans
Street #
7050
Location
Ripple Pond Rd
Contractor
Lennar Homes LLC
Building Plans - Permit #
4918
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I <br />UO <br />.'p'. <br />O <br />O O O O ' <br />8F8-1 B/1 T 8F8-0B/1 T <br />AO ® <br />O O O O O O <br />8RF14-1B/1T8RF14-0B/1T U16-1B/1T <br />© O <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />J <br />w <br />Lu C.M.U. <br />�C7X <br />V) <br />V) <br />zGwww <br />d X 3: -- <br />O,a? <br />OU)J� <br />Er Lu Q <br />o w w #5 REBAR AT BOTTOM <br />zxz <br />= MIN. (1) REQ'D <br />(nLLF-X <br />V777-0— <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 />Z. <br />O D <br />8F16-06/1T o <br />OO O O O <br />8F20-1B/1T 8F20-06/1T <br />O O <br />O, <br />O O O O <br />8F24-1B/1T 8F24-OB/1T <br />O E <br />O O <br />8RF6-0B/1 T <br />O, <br />O O <br />8F20-1 B-2T <br />E E j I I E I E I E E <br />1 E I SYMM TRICAL I E <br />MIN. I I MIN. <br />(1666) <br />(1666) <br />1ST FLOOR LINTEL PLAN <br />SCALE: Ya"=1'-0" <br />N <br />� <br />N <br />� � N <br />CTs <br />-•' X <br />�n <br />� <br />y <br />_ <br />z <br />a <br />LD <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 71h Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />to <br />W <br />a0 <br />E <br />ov <br />0 <br />0 <br />N N m <br />t- - 1, N OrD <br />p u <br />� <br />� # <br />a <br />N � J <br />LL w <br />Jcc �ii o_ <br />� <br />Z <br />_ w <br />W o a <br />(6 C � <br />L (O p <br />W <br />$ O <br />N CO <br />^rn <br />W <br />Z- <br />0 rn m <br />LLZ <br />- Cl) Z Q J <br />J 0 <br />;^ <br />N <br />OU <br />Z <br />W <br />❑o <br />o <br />N <br />Q <br />Q Qa <br />z � <br />r <br />N <br />fh <br />� /� <br />�/ I <br />z UC3 <br />O <br />Q U <br />O <br />(, I <br />�N <br />w g <br />Ly N <br />::D y <br />U 6 <br />E <br />CJ n eN <br />Lr � Y <br />Q � <br />N <br />e <br />®� <br />O. <br />O <br />co <br />J <br />Z <br />c� <br />M <br />i <br />o3 <br />z <br />< <br />J <br />n o <br />Q <br />Q 5^ <br />z <br />Z <br />E Vi <br />@ <br />Oi <br />w z <br />E <br />�a <br />az <br />oa <br />00 <br />o� <br />az <br />N <br />wo <br />¢o <br />za <br />.w <br />mr <br />o <br />� <br />� <br />�� <br />O� <br />z <br />Qil <br />J I <br />c m <br /><w <br />E N <br />z Z <br />o <br />� �I <br />ca- <br />oa <br />g <br />U <br />Jz <br />O <br />O <br />v <br />�zla <br />a x <br />° 3 <br />C <br />0 T <br />> M <br />Dr <br />M <br />^Q <br />I..L <br />D <br />nM <br />CO <br />T <br />O <br />' <br />CV <br />0 <br />U <br />O <br />C&D <br />m <br />v <br />= <br />� <br />O <br />N <br />N <br />LO <br />+-+ <br />O <br />O <br />04 <br />Q (0 <br />0) <br />LC) <br />T <br />1� <br />N <br />�• <br />C <br />Ln <br />p <br />Z <br />f6 <br />Z <br />3 <br />E <br />N <br />yco <br />a <br />O <br />U � <br />Q <br />c <br />JOB <br />NO: 22-05604-05601 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L-1 <br />
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