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2905 Lytton Hall Dr
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2905 Lytton Hall Dr
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Last modified
3/21/2025 5:42:29 AM
Creation date
2/19/2025 3:51:43 PM
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Building Plans
Street #
2905
Location
Lytton Hall Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
866
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2'-0" <br />12 <br />HEEL 12 <br />-------------- — — — — — �04 <br />T.O.M. F4 <br />HDR HGT <br />TEXTURED <br />CEMENTITIOUS FINISH <br />ON C.M.U. (TYP.) <br />2" x 4" SMOOTH <br />TEXTURED <br />SILL / BAND <br />I <br />Li <br />I <br />I <br />I <br />oa I <br />I <br />I <br />I <br />I <br />I <br />I <br />F.FL. <br />—-------------------------------------- <br />4' RIDGE VENT <br />12 <br />5� <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />�— INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />2" I" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />FRONT ELEVATION — 131. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />1'-0" <br />12 <br />Z�5 <br />18' RIDGE VENT <br />�— TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />---------------------------------------------------------------------------------------------------------- <br />LEFT ELEVATION — B1 <br />1 /4"=1'-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />-------- <br />4 <br />T.O.M. <br />HDR HGT. <br />TEXTURED <br />�— CEMENTITIOUS o <br />FINISH ON C.M.U. _ bo <br />(TYP.) <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 pant 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 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS - 7 SQ. 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 />• J J <br />U <br />�V <br />yl:, ROFESS�� <br />"'MilliiEl�b\°�i <br />To the beat of the Engineer's 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. 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 />N <br />N d <br />C <br />g? _J <br />cp Jl J U W <br />Q <br />32 LL J y <br />Qj M M U. 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LCi <br />to <br />O 1_ <br />T <br />E <br />N <br />o <br />Z <br />E Q <br />a <br />E <br />U 0 <br />Q p <br />C <br />JOB <br />NO: <br />20-6221 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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