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2825 Lytton Hall Dr
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2825 Lytton Hall Dr
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Last modified
2/28/2025 11:20:39 AM
Creation date
2/28/2025 11:03:08 AM
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Building Plans
Street #
2825
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
1100
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s <br />ATTIC VENTILATION CALCULATIONS - Al (TRA) <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 o <br />ventilation f vented <br />INof <br />of <br />vented <br />ventilation to <br />be provided <br />SQ. IN. 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 />I needed <br />I <br />ventilators <br />Main <br />I <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 />I <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 />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 />...,6;,,ttultrrprgl�� <br />� o w�, %, <br />•. <br />IV- <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 />Flodda Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />� <br />FW- <br />a <br />E o ti <br />' 8 �N <br />6i <br />�cc, U. A y <br />5 in T Ch � '� w <br />M <br />r e u- - G. <br />W N <br />a <br />W <br />13 <br />mu_ti: a <br />Via` Z$ 2 O <br />—(� <br />Z <br />-m(1 wm0 <br />W <br />L _ _J <br />= Wr- m �Cc <br />W <br />'j <br />LL <br />00 Z Joa <br />W N O -X 0 to <br />N Z 0 <br />Z <br />1— � <br />° 0 ADO <br />W <br />a <br />U ; : <br />Z N <br />z � <br />z <br />a <br />N <br />/� <br />(n <br />U' O <br />+) <br />� A <br />V <br />0 <br />w s <br />N <br />�tJ1 <br />c <br />in <br />atf <br />U <br />- Ey <br />\J <br />L <br />Q � <br />• <br />N O� <br />C:,W <br />Cl)p <br />� <br />Z <br />Z¢ <br />f <br />af E <br />C CL 0 <br />�� <br />_® <br />o a <br />cc <br />X <br />1. <br />_ <br />x� <br />V <br />0o <br />C,a� Odd <br />O I_ <br />N <br />W Z <br />o <br />ao <br />W Z <br />¢ <br />� <br />Cx <br />- <br />z <br />U <br />h <br />mE <br />o <br />Ott <br />Z <br />Z <br />Q <br />� J <br />m <br />i� <br />Q W <br />i y <br />a) <br />0 <br />osd <br />O <br />a <br />W <br />w <br />C <br />w <br />w <br />>$ <br />o <br />tD <br />'� <br />is <br />a <br />OUP <br />M <br />� <br />m <br />CD <br />_ <br />Q <br />C <br />v <br />m <br />T <br />04 <br />� <br />J N <br />_ <br />U NLO <br />04 <br />04 O <br />T• <br />ci <br />r <br />N r <br />Z <br />cEa <br />Z <br />E O <br />C <br />= <br />a <br />U <br />Q cc <br />JOB <br />NO: <br />20-8067 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />
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