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2849 Lytton Hall Dr
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2849 Lytton Hall Dr
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Last modified
3/3/2025 7:18:07 PM
Creation date
2/19/2025 3:51:10 PM
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Building Plans
Street #
2849
Location
Lytton Hall Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
867
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v� <br />m <br />cog <br />c <br />N <br />m <br />z <br />0 <br />PZ <br />N` <br />N <br />8' <br />a <br />N <br />N <br />t— <br />Cg <br />LZ <br />i <br />a <br />c" <br />rn <br />0 <br />N <br />N <br />0 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS - <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />12 —_ 4' OFFRIDGE VENT7 4'OFFRIDGE VEN 12 <br />I I I <br />, <br />6'-7" — , i , ,.� 1 V-0" - <br />R • F� �� a v <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />T.O.M. <br />1'-0" <br />-------- HDR <br />-----------------------------------L F.FL. <br />REAR ELEVATION - 131 <br />SCALE: 1 /4"= V-0" <br />4' RIDGE VENT <br />12 12 <br />3 TAB SHINGLES. ROOF 5 5 <br />_ <br />INSTALLED AS PER MANUF. T <br />-- , -i-- <br />SPECIFICATIONS 18' RIDGE VENT - - - <br />r <br />- <br />.-l.�r.. <br />...L..I . <br />-4 <br />T.O. M. -- .. - - • - ---��- �—.-L�--�- 3"- - - �-� _ - � �- � -- <br />HDR HGT. <br />TEXTURED <br />CEMENTITIOUS <br />TEXTURED <br />ao FINISH ON C.M.U. CEMENTITIOUS <br />(NP.) FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />RIGHT ELEVATION - 61 <br />:: 1 /- <br />2'-0" <br />00 ao <br />6 <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 costs 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 1/900 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 FOLLOWNG VALUES, SEE ROOF PLAN" <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <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 />I S E ,. <br />.\ <br />.J �� <br />z <br />CO <br />¢� <br />'� •.,. F LO,..� <br />0 F E S S\ 0 <br />��flll I I I 1111��\� <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. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Englneers signature and seal. <br />W <br />W <br />N N N U. <br />w rn <br />t` t` rs <br />13 <br />Z 0 <br />�°m <br />19 <br />Wtj� <br />pg� m ° <br />N <br />Trn d�L <br />IL z <br />c°n <br />N dao� <br />z <br />° 0 ❑00 <br />W <br />0 <br />Z IV <br />Z <br />Q � <br />J <br />�-J <br />Q) <br />IY <br />Z <br />UI <br />C1 <br />U <br />N <br />LUN <br />8 <br />10 <br />V <br />~ Qcf <br />W J <br />U <br />Of <br />• <br />�Q <br />� <br />sr <br />o <br />QE <br />J <br />affR <br />RR <br />H <br />Z— <br />o <br />N ro <br />E F <br />$g <br />w t <br />8 <br />ZC <br />� Jb <br />O <br />) Z <br />W <br />y <br />>IM <br />J <br />^L <br />W <br />O <br />.! <br />00 <br />m <br />co <br />N <br />O <br />LO <br />J N <br />Lsn <br />T <br />00 <br />T <br />E <br />04 <br />t/1 <br />o <br />Z <br />Z <br />C <br />_ <br />E <br />E O <br />•' <br />r <br />m <br />C <br />C <br />C, <br />0 J <br />Q <br />J <br />JOB <br />NO: <br />20-6577 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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