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3302 Lytton Hall Dr
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3302 Lytton Hall Dr
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Last modified
2/28/2025 3:29:41 PM
Creation date
2/28/2025 11:06:55 AM
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Building Plans
Street #
3302
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
21894
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c <br />a <br />TnIM oil <br />12 <br />5� <br />12 <br />5� <br />14'-0" RIDGE VENT <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED ON DOOR <br />12 <br />�5 <br />12 <br />15 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />------------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />15'-0" RIDGE VENT <br />REAR ELEVATION - Al <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />-------- — —---------------------------------- — HDRHGT. <br />----------------------------------------------------------------------------- <br />---------------- <br />1'-0" <br />TEXTURED TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. FINISH ON C.M.U. <br />10 (TYP.) (TYP.) _ <br />co <br />Zo <br />-----------------------------------------------------------------------------------------------------------------------------------------------F.FL. <br />M. <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION - Al <br />1 /4"=1' <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 />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />"CALCULATIONS BASED ON THE FOLLOIINNG VALUES, SEE ROOF PLAN" <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />0 0 <br />0 <br />0 <br />c � <br />"' <br />— z <br />z <br />g <br />J <br />a <br />L <br />z <br />C7 C <br />LL <br />A <br />.— <br />0 LL, <br />N r~ EE <br />�ln zD <br />� o <br />U 0° <br />E g <br />'® w <br />• <br />_. Of <br />r• Q <br />N .D <br />N <br />N� z <br />J 0U rzi w <br />n g <br />0. <br />UJ <br />W dyw Jr <br />Z glo�j// o <br />4 <br />J 11V Q <br />z <br />•••• • <br />i c <br />O <br />"R O F E S S\\\ <br />///'//'fill <br />11111► 0��•\\ <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 2017 Florida Building Code - <br />Residential 6th 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 />w <br />M <br />M <br />U_ <br />� <br />4 <br />iv <br />Zi <br />� <br />ym <br />oN <br />ii o <br />E u <br />cc <br />wz <br />; <br />< 0 <br />X 0 <br />go <br />oa <br />U 4 <br />0 0 <br />z <br />O <br />N <br />a1 <br />ao <br /><o <br />¢o <br />Mz <br />aZ <br />¢w <br />�� L <br />f6 <br />i <br />-8 <br />m0 <br />� o <br />>Z <br />z <br />z <br />N J <br />3 <br />cam <br />�Z <br />W <br />a�i <br />a <br />U 3 <br />g <br />.i <br />x <br />Z <br />0. <br />K <br />O <br />_A <br />a <br />amp <br />a H <br />0. <br />0 <br />�o <br />0 <br />> d' <br />^L1 <br />W <br />i <br />M <br />00 <br />N <br />IZ CD <br />Q <br />C o <br />N <br />m CO <br />T <br />O <br />_ <br />T O <br />LO <br />r <br />M o <br />cM rn <br />r <br />E <br />N C')z <br />Z <br />C <br />E Q <br />0 <br />U J Q 0 <br />J <br />JOB <br />NO: 19-5339 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />
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