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3003 Lytton Hall Dr
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3003 Lytton Hall Dr
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Last modified
2/28/2025 11:53:28 AM
Creation date
2/28/2025 11:03:41 AM
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Building Plans
Street #
3003
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
128
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ATTIC VENTILATION CALCULATIONS - 131 JRB) <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 SO. <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 - ELEV-B1 <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 />I 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 />'•• AsC <br />J <br />�i7 <br />U <br />• U*- <br />7: <br />SSE <br />/01 <br />flel't°1'!i <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />I» <br />W <br />_ 8 <br />Q CODO . <br />N to o�p <br />— C,# <br />(� cam') N N N <br />0 ` <br />rn <br />� NW u_ <br />J <br />LL N <br />LL _ a <br />L � <br />N C',a. <br />� C: U_ <br />13 <br />13 <br />W <br />a a � <br />zo <br />— <br />fZ <br />0: <br />m m CJ <br />= <br />E°'m <br />Boa <br />Z < N 0 <br />NQcoZ <br />LLW <br />Q O <br />U H <br />Z d <br />❑❑❑ <br />W <br />M <br />ZN O <br />C <br />CO NNQ <br />Z n Q <br />z <br />� o <br />a <br />M <br />Z v U)L,J <br />c <br />^. <br />_ <br />W ' � _ <br />� <br />cd <br />Y <br />LU <br />W n <br />0 <br />.O <br />o a <br />— T <br />L.0 r <br />N ZS c �o N N <br />qM <br />Ca �- <br />U M <br />iW <br />W <br />aim 0 8 <br />I <br />=I� <br />x $ to <br />U 0 <br />Cl)` <br />tffil <br />o <br />ZM <br />M <br />u ¢ <br />o <br />4 <br />J <br />LL <br />Q E <br />to <br />0 <br />rz <br />� N <br />< <br />z® <br />oa <br />(a V <br />no <br />X U <br />UO <br />0 <br />Z <br />l7 E <br />N <br />a) <br />a0 <br />¢0 <br />¢ro <br />r Z <br />a <br />�� <br />L <br />Cn = <br />o <br />0 <br />1.0 <br />.0 <br />01 <br />Z F <br />Zto <br />J <br />>a <br />W O <br />a ° <br />0 <br />Q W <br />Z z <br />g0 <br />Q <br />oaf <br />aZ <br />�Z <br />3 <br />C:) <br />'O <br />tD <br />w� <br />a <br />0 <br />= 04 <br />2 <br />> <br />L <br />i <br />m <br />0 <br />c� <br />O <br />.! <br />O <br />m <br />O <br />m <br />c <br />.� <br />MID <br />!{. <br />V <br />o <br />� <br />•� J N <br />O <br />O <br />T O <br />T <br />o <br />E <br />m <br />r <br />T iii M <br />o <br />Z <br />z <br />E O Cn <br />m <br />0 <br />ei <br />U J Q <br />= <br />J <br />JOB <br />NO: 20-2742 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />
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