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3287 Lytton Hall Dr
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3287 Lytton Hall Dr
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Last modified
2/28/2025 3:14:59 PM
Creation date
2/28/2025 11:06:40 AM
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Building Plans
Street #
3287
Location
Lytton Hall Dr
Contractor
Lennar Home
Building Plans - Permit #
21902
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M <br />ATTIC VENTILATION CALCULATIONS - B1 <br />ATTIC VENTILATION REQUIRED <br />UPPER VENTILATION PROVIDED <br />1/150 Rule <br />1/300 Rule <br />Ridge <br />Off -Ridge <br />(No Upper Ventilators <br />(Must Provide Upper Ventilators) <br />Vent Amt <br />Amt. <br />Req.) <br />(Ft.) <br />Total <br />Ventilation <br />ATTIC <br />Provided <br />SPACE <br />SQ. FT. <br />Total SQ. <br />SQ. FT. <br />SQ, IN. of <br />by Upper <br />SQ. IN. of <br />of vented <br />IN. of <br />of <br />ventilation to <br />SQ. IN. of <br />SQ. IN. of <br />Ventilators <br />ventilation <br />soffit <br />ventilation <br />vented <br />be provided <br />Ventilation <br />Ventilation <br />(See Elev ) <br />required <br />needed <br />required <br />soffit <br />by upper <br />needed <br />ventilators <br />Main <br />21'00000 <br />2.000000 <br />Floor <br />2377 <br />2282 <br />326 <br />1141 <br />81 <br />570 <br />0 <br />591.0 <br />315.0 <br />276.0 <br />(Zone 1) <br />"NOTE`* <br />GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS <br />REQUIRED BY FBC 6th ED, RESIDENTIAL. <br />ROOF PLAN <br />SCALE: %4'=1'-0" <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 11150 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 FOLLOWING 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 SQ. IN. OF NET FREE AREA / SQ. FT. <br />i <br />L <br />z N O <br />0 0 <br />z <br />M <br />� o <br />N <br />JE3 <br />U) z <br />N o <br />� U <br />V W a <br />0- <br />U � <br />O W <br />t,n c <br />�Ln N <br />o <br />U °° <br />�— m E <br />0 3 <br />V19iBjlg I'�I, U o <br />ly U' T <br />• <br />_0 <br />N N <br />Val N <br />z LU M <br />gQ O <br />Z LU `� <br />C.5 <br />W <br />Lu <br />z C m d Cn o a 3 <br />y=ENo3 <br />� a Q <br />� <br />OWN Do <br />. o <br />a <br />_Jell <br />°•- 4'' 1 <br />4 <br />`f `iPtFis f d `; 4 iEvtftl3�� <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 />Engineer's signature and seal. <br />o <br />m <br />w <br />co <br />i2 <br />o s <br />z <br />_J <br />LL <br />Q <br />zo <br />oo <br />>m <br />zo <br />a� <br />zp <br />♦— <br />CL <br />E <br />O F x� <br />0 o <br />V <br />Q � <br />z <br />D <br />N M <br />z <br />4 0 <br />¢❑ <br />a <br />L <br />r6 <br />_ <br />Y <br />U <br />N <br />m� <br />O <br />O � <br />z <br />J <br />m <br />a� <br />Q W <br />�z <br />Cl) <br />N <br />N <br />0,2, <br />z <br />go <br />tz <br />U <br />�� <br /><s <br />�0 <br />�w <br />o <br />az <br />¢¢ <br />=3 <br />yo <br />U <br />o r <br />a <br />o <br />c C:)O <br />.N <br />> <br />•� <br />M <br />�..� <br />� <br />> <br />r <br />O <br />U <br />'< <br />�C <br />Co co� <br />V <br />0 <br />O� <br />r <br />. _ <br />J r <br />LO <br />T O <br />2 CO � � <br />r <br />T— <br />v <br />M M N <br />o <br />E <br />? T rri <br />Z <br />E Q y <br />c <br />a <br />U Q p <br />JOB <br />NO: 19-5335 <br />SCALE : AS NOTED <br />SHEET NO. <br />5.0 <br />
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