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7034-7046 Ripple Pond Lp
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7034-7046 Ripple Pond Lp
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Last modified
3/24/2025 4:25:43 PM
Creation date
2/19/2025 2:13:58 PM
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Building Plans
Street #
7034-7046
Location
Ripple Pond Lp
Contractor
Lennar Home
Building Plans - Permit #
5470-5473
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O O O O e a e <br />8F8-1 B/1 T 8178w06/1 T � � `• " • � � �'- " <br />,ta°�, ,•a° ,ra°•, <br />O .O' O O :O, O <br />8RF14-113/1T8RF14-0B/1T 8F16-1B/1T <br />© O <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ' G 1-1/2" CLEAR <br />Lu <br />C.M.U. <br />U (A <br />co <br />co _ <br />a zzLu <br />WpLOZ <br />❑t/J n <br />o w en ` ✓ L✓i 5 REBAR AT BOTTOM <br />FQ o Q Q �' MIN. (1) REQ'D <br />in �L F-M <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 />D O <br />:O,° <br />81=16-013/1T <br />OO <br />01 <br />O O <br />8F20-1B/1T <br />8F20-OB/1T <br />O <br />O <br />♦-+ v <br />tom., � <br />a <br />O O <br />O O <br />8F24-1 B/1 T 8F24-0B/1 T <br />O O <br />Y• <br />♦ <br />O O <br />8RF6-06/1T <br />°e <br />O O <br />8F20-1 13-2T <br />Q <br />SYMMETRICAL <br />CD) I */A�l I nD <br />D UD <br />(1666) <br />SYMMETRICAL <br />(1666) <br />2ND FLOOR LINTEL PLAN <br />SCALE: X"=1'-0" <br />b4 <br />. <br />C14 <br />0 <br />N cc <br />y - le. <br />Cc <br />M. <br />Qf� a. <br />O <br />. a r^ t s <br />lO t{ 44°. <br />6r <br />' <br />FL O <br />To the best of the Engineer's 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />r» <br />W �E <br />a o M �? <br />.r N <br />o -Ei 000) <br />,110, <br />E <br />N rya <br />ti M � � u. <br />a �J ILLW <br />CoLL L' o_ <br />a <br />_Z ��O' U) <br />rLo o 0 <br />W °' OR <br />w <br />Z N LLN Z <br />N OU <br />Z y <br />W ❑ El <br />v cam') <br />CJ <br />� m <br />z o <br />J <br />CL � <br />r <br />M <br />U) <br />l/i z a <br />^, iD <br />W o <br />i--) to <br />w <br />O w o <br />\ V f--•- N <br />U� <br />W <br />r— E <br />® <br />I <br />C) o' ti <br />DfQ� <br />t <br />ti <br />o <br />w <br />co <br />co <br />O <br />Z <br />Zd <br />U- <br />E <br />zo <br />jO <br />2 <br />z�i <br /><N <br />O <br />E U <br />B <br />j� <br />Z <br />❑a <br />FC— <br />10 <br />Wo <br />Z <br />o � <br />� <br />a� <br />o <br />°do <br />�¢ <br />az <br />� J <br />v c <br />O > <br />U <br />o� <br />Z <br />- N <br />.20 <br />m <br />az <br />o� <br />z <br />go <br />Q � <br />oq� <br />a <br />�F <br />W <br />o <br />y� <br />Z <br />=3 <br />IIIIIIIIII� <br />wa <br />0 <br />�o <br />a <br />Z¢ <br />Uri <br />C <br />•0 T <br />M <br />> M <br />M <br />F— <br />m <br />m <br />CD <br />rx. <br />O <br />'O <br />~ <br />N <br />c� <br />ono <br />Q <br />(ip O <br />� <br />C -,(1) <br />06 <br />0 <br />Cr <br />G Q <br />r <br />U) m <br />vJ <br />Q <br />L O <br />NO <br />Q <br />N <br />O <br />co <br />Q to <br />r <br />E00 <br />o <br />Z <br />CD <br />m <br />E <br />c <br />n. <br />U -j Q a <br />� <br />JOB <br />NO: 22-06569-06566 <br />SCALE : AS NOTED <br />SHEET NO. <br />L-2 <br />
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