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2826 Lytton Hall Dr
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2826 Lytton Hall Dr
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Last modified
3/3/2025 5:38:03 PM
Creation date
2/19/2025 3:49:14 PM
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Building Plans
Street #
2826
Location
Lytton Hall Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
1101
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ATTIC VENTILATION CALCULATIONS - Al (TRA) <br />ATTIC VENTILATION REQUIRED <br />UPPER VENTILATION PROVIDED <br />1/150 Rule <br />11300 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 />ventilation of vented <br />IN. of <br />of <br />vented <br />ventilation to <br />be provided <br />. <br />SQIN. of <br />SQ. IN. of <br />Ventilators <br />(See Elev ) <br />required soffit <br />ventilation <br />soffit <br />by upper <br />Ventilation <br />Ventilation <br />needed <br />required <br />needed <br />ventilators <br />Main <br />29.00000 <br />1.000000 <br />Floor <br />2373 <br />2278 <br />325 <br />1139 <br />81 <br />570 <br />0 <br />573.0 <br />435.0 <br />138.0 <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 - ELEV-Al <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 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 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 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 />JJ <br />��kO W <br />U� �, O <br />l�fl�ftl9RflE'�1� <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />W <br />F <br />Q <br />vm E co a00 <br />8 N to <br />r C� OD N U- <br />-a <br />fA <br />v) F_ w a <br />04 u <br />Q <br />CMM W rn <br />MwU_ a a W <br />Z <br />13 <br />m c1 o = o <br />W <br />= coo � 0 O <br />ME m <br />W <br />= � M <br />02 <br />U) , ❑ a <br />CoIL ❑ to <br />N Z U <br />001' <br />U <br />Z 4MV M <br />z � <br />z <br />Q <br />J <br />d � <br />^ <br />V) <br />/r <br />M <br />C <br />z VC1 <br />u/ <br />U <br />W <br />C:1 <br />O <br />�tn <br />WLn <br />Rig1— <br />U <br />— E <br />t 8 <br />w.. <br />zIr <br />S <br />• <br />®Q <br />Oak <br />0 U <br />c W <br />Q N <br />M <br />sm <br />ti <br />a <br />M <br />w <br />Z <br />C7 <br />z Z <br />g <br />� <br />LL_ <br />zoo <br />Q <br />CL <br />E <br />wi <br />Q9 <br />z® <br />UC) <br />6 <br />O c <br />a< <br />o <br />0 <br />,z <br />N ~C <br />�o <br />0 <br />a <br />�� <br />`r <br />::3r-..Y <br />L <br />¢z <br />J <br />h <br />° O <br />0 <br />Z <br />W Qi <br />ro <br />Q W <br />rn <br />N 3 <br />F <br />0< <br />z Z <br />ao <br />Q <br />U <br />W - <br />rido <br />U W <br />x� <br />�— <br />0E <br />W <br />a <br />=3 <br />0 F <br />J <br />p <br />Y <br />a <br />°zla <br />?i <br />0 <br />J <br />L <br />C:)O <br />Co <br />I\ <br />T� <br />O <br />�-+ O <br />T <br />V I <br />T_ <br />0 <br />2 <br />N <br />r <br />j <br />N ` <br />o <br />Z <br />@ <br />ZE <br />c <br />O <br />E <br />N <br />ID <br />c <br />a <br />44v <br />U _ <br />Q p <br />JOB <br />NO: <br />20-8070 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />
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