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3083 Nubbin Ridge Ln
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3083 Nubbin Ridge Ln
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Last modified
3/4/2025 8:59:12 AM
Creation date
2/25/2025 9:37:06 AM
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Building Plans
Street #
3083
Location
Nubbin Ridge Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
22501
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9 <br />V <br />ATTIC VENTILATION CALCULATIONS <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 />ventilation of vented <br />IN. of <br />of <br />vented <br />ventilation to <br />be provided <br />. <br />SQIN. of <br />SQ. INo . f <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 />19.000000 <br />2.000000 <br />Floor <br />2276 <br />2185 <br />312 <br />1092 <br />78 <br />546 <br />561.0 <br />285.0 <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 - ELEVA1 <br />SCALE: Y4"=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 SO. 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 />I 11 Iflj����lt/N <br />0`0\1.110 <br />Q-' E <br />C) <br />' <br />O <br />~" <br />- Q ; Z <br />0. <br />�� <br />C_ <br />YY F `p •: <br />(tit I I I IN����\`` <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />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 />F <br />f 8 <br />O <br />O <br />�p Q�pp oyp <br />N N iR �• <br />O <br />Lo <br />O <br />04 <br />M <br />J J <br /># 00 LL LL <br />tio <br />Q <br />3LL�22 <br />0 M <br />N <br />LLa <br />LL LU <br />d <br />Z <br />0 13 <br />�LL <br />>< - <br />a O) <br />d Y <br />0 d' <br />W <br />��CS <br />CP <br />Xmoo <br />a c 'o <br />Z <br />CD .R- N Ci N <br />Q M Z <br />a y <br />U0 J <br />Z <br />v ❑❑❑❑ <br />W <br />c� C <br />z N <br />z <br />z g <br />J fh <br />fi N <br />13 <br />N <br />�fB <br />z <br />Cl <br />2 <br />N <br />LU <br />O <br />W � <br />'® <br />U � <br />O <br />._U <br />2 <br />8 <br />= ID <br />Q <br />m <br />ch <br />W <br />J <br />_ <br />O <br />o <br />25o <br />Z• <br />Q�pL <br />E <br />E U <br />H <br />�0 <br />1. <br />WX rc <br />SW <br />Zo <br />E <br />N � <br />Ea <br />wS <br />ado <br />&I <br />�� <br />w (L6 <br />In C <br />U <br />N O <br />m0 <br />i� <br />rr <br />> Z <br />of J <br />m 3 <br />a d <br />f Z <br />W <br />Q <br />i 3 <br />8 <br />Wu <br />�0 <br />z <br />qW <br />aLL <br />N 2 <br />h <br />II� <br />Lf <br />a= <br />�N <br />0 <br />= <br />N <br />fe <br />I` <br />t0 <br />U <br />N <br />C <br />v <br />Cfl <br />T <br />C 0 <br />0 <br />.F <br />•� <br />Z 04 <br />r <br />r <br />2 M <br />oMo <br />o <br />r <br />E <br />N <br />M <br />y <br />Z <br />Z <br />C <br />E C)iu <br />a <br />U J <br />Q <br />J <br />JOB <br />NO: <br />20-0561 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />
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