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2821 Lytton Hall Dr
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2821 Lytton Hall Dr
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Last modified
3/3/2025 5:22:58 PM
Creation date
2/19/2025 3:48:40 PM
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Building Plans
Street #
2821
Location
Lytton Hall Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
1103
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N <br />L <br />7 <br />Ra <br />ti <br />T.O.M. <br />0 <br />i <br />a <br />c <br />0 <br />0 <br />0 <br />J <br />N <br />LZ <br />O <br />O <br />rn <br />N <br />`L <br />r/) <br />O <br />12 <br />5� <br />T.O.M. <br />HDR HGT. <br />C)TEXTURED <br />r - CEMENTICIOUS <br />°O °� FINISH ON C.M.U. <br />m (TYP.) <br />------------ <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />25 SH 25 SH <br />F.FL. 5068 SGID <br />r— <br />24'-0" RIDGE VENT <br />12 <br />_:Z�5 <br />��I•I:9Si11_ <br />5'-10" <br />------------r-r--11-0,, <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />12 <br />�5 <br />RIGHT ELEVATION - B1 <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paper <br />backed stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry constructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />1 <br />I <br />" •`•NSF_ <br />Q <br />0FE S S1 OAP <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />H � <br />W <br />v EE opo <br />00 <br />Q <br />(18 <br />J <br />/� N INC LL <br />L 5 CP N J# , <br />-O <br />LL LL J d <br />ei UJ ^ <br />Q Qj W h <br />aaIx <br />L-LJ <br />��ii <br />;e O <br />Z mc0 OCCF- <br />r �40 X 0 0 <br />d <br />o Ci �p <br />M <br />Z co N < LLQ 0 <br />jn N Q U J <br />z ❑❑❑ <br />W <br />v M e�- <br />N M <br />O S <br />Q <br />d N <br />E3 <br />N <br />n�� 'CEO <br />Nn ' (9 <br />J <br />W .lL <br />4-1 CJ) <br />Lu y <br />lJ <br />0 W g <br />(n = N <br />v C <br />f— — £ <br />S <br />a,4 <br />= t <br />�(r <br />U O •y <br />c Ln <br />< u°Di o <br />_ <br />• <br />Q <br />o <br />co <br />W <br />Z <br />KM <br />M <br />o <br />z <br />< <br />� <br />Q E O <br />w� <br />Q� <br />z® <br />Cc;U <br />F- <br />o <br />X U <br />00 <br />0� <br />C:) <br />t <br />a< <br /><Z <br />< o <br />mZ <br />L <br />ra <br />C <br />z <br />0 r <br />U <br />ar.m <br />m 0 <br />o <br />O <br />Z <br />Y <br />Zz <br />) J <br />a1. <br />Z <br />�z <br />oa <br />go <br />U <br />< <br />a <br />F <br />CO <br />wz <br />Y <br />x <br />� <br />L 1 <br />101. <br />o� <br />J <br />�N <br />M <br />> <br />'— <br />X(I) <br />N <br />r*.% <br />> <br />C U <br />O <br />m <br />W <br />r <br />o <br />O■— <br />_J r <br />O <br />r- <br />T <br />_ <br />2 N N M <br />r <br />Z T_ i6 T <br />z <br />Z <br />E O IV T <br />E y <br />m <br />c <br />JOB <br />NO: 20-8068 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />
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