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3010 Lytton Hall Dr
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3010 Lytton Hall Dr
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Last modified
2/28/2025 11:58:50 AM
Creation date
2/28/2025 11:03:46 AM
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Building Plans
Street #
3010
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
254
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_ 12 <br />r �5 <br />N HEEL <br />— — — <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. 12 <br />SPECIFICATIONS 5� <br />J. <br />F30 <br />F4 <br />- T.O.M. <br />----�- -- -- - - - - - - <br />- - - - - - - - - HDRHGT. <br />12 <br />5� <br />010101MININININ <br />.1 IFE-11 17NIFE-11 I IMEN <br />14'-0" RIDGE VENT <br />12 <br />5F:� <br />FRONT ELEVATION - Al <br />15'-0" RIDGE VENT <br />0 <br />:t <br />M <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />- — — — — — — — — — --T - ----- — — — --TnM <br />i <br />- — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- <br />1'-0" <br />TEXTURED <br />10 CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. <br />TEXTURED (TYP.) <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />- - - - - - - - - - - - -----------------------------------------------------------------------_.------------------------------------------ - - - - - - - - - - - - - - - ---_I <br />LEFT ELEVATION - Al <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 />,s <br />F <br />;Atl�tElf6€€d4'Pf�f�,� <br />,EL <br />qw, <br />s <br />0 <br />�,. <br />s Iw <br />�� "•,,,fie.. <br />(� <br />p <br />4� � <br />•y <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 <br />Florida Building Code - <br />Residential 6th Edition. Engineers <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Q <br />O U N N# <br />O O O 0I <br />W J <br />N, LL LL d <br />a <br />dmu aWaWW <br />_ <br />�ro0 o <br />CM aDo W m o <br />W <br />'a0�`Om¢�Q <br />2 Ea'rn W❑a <br />Z <br />ILLLW <br />a0 <br />MZ <br />04 V F <br />�� <br />Z <br />❑00 <br />W <br />04 c <br />N d <br />VZ <br />ro �QN <br />Z O Q <br />v <br />Q <br />� Cl) <br />d O <br />t^o, <br />M <br />2 � <br />W <br />CD ti <br />,N <br />(� <br />'J <br />c_n - <br />w 0 <br />0 <br />(A <br />tJ) <br />w �- <br />c E <br />0 <br />� <br />� o <br />oil <br />U m <br />w m <br />F- m <br />o g <br />l ., <br />mi.. <br />= <br />C) o y <br />c IV <br />n <br />• <br />Q <br />Q 0 <br />smco <br />ti <br />Cfl <br />W <br />M <br />z� <br />0 <br />z <br />Z O <br />> V <br />E O <br />N U <br />�� <br />�z <br /><0 <br />Z® <br />oa <br />F_ <br />Xti <br />00 <br />0�U <br />0 Z <br />Z< <br />E <br />N <br />L <br />2CD z <br />0 <br />wo <br />¢ <br />w z <br />¢� <br />W <br />rp <br />(n C <br />- <br />o <br />Z2 z <br />O Y <br />° 0 <br />Z Z <br />W <br />Z <br />a�i <br />J <br />� m <br />� 0 <br />N 3 <br />0. <br />w� <br />ZZ <br />50 <br />az <br />mw <br />W <br />V <br />� <br />�O <br />�k <br />J <br />C:)W <br />O <br />Jw <br />¢ <br />" <br />�F <br />x <br />a'0 <br />CO <br />cc <br />\\ <br />/ <br />f6 <br />0 <br />r( <br />O <br />O <br />U <br />nCCL <br />�+ m <br />2 <br />CF)C:)OO <br />J CD <br />T <br />a; <br />ca <br />O <br />M <br />M <br />6i <br />o <br />Z <br />E O <br />P <br />a <br />ci o <br />Q ❑ <br />JOB <br />NO : <br />20-2749 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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