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3078 Nubbin Ridge Ln
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3078 Nubbin Ridge Ln
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Last modified
2/24/2025 2:45:05 PM
Creation date
2/19/2025 8:51:58 AM
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Building Plans
Street #
3078
Location
Nubbin Ridge Ln
Contractor
Lennar Homes
Building Plans - Permit #
22767
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0 <br />Bo <br />T.O.M. <br />HGT. <br />F.FL. <br />3 TAB SHINGLES. ROOF - <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />5� <br />E VENT7-4' <br />6'-0" <br />-------------- <br />12 <br />___-IJ5 <br />16'-7" <br />EXTENDED <br />_ F1 <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />ter. -------- <br />REAR ELEVATION — B1 <br />SCALE: „a._,..o. <br />4' RIDGE VENT <br />18' RIDGE VENT 12 <br />�5 <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />T.O.M. -- - <br />�- — — — — — — — — -------- <br />1. <br />TEXTURED 1'-0 <br />CEMENTITIOUS 01 <br />FIN. ON C.M.U. <br />(Np) `-�— TEXTURED 2'-0" <br />CEMENTITIOUS <br />2" x 4" SMOOTH FINISH ON C.M.U. <br />TEXTURED (TYP.) <br />SILL /BAND----__+ <br />F.FL. _ <br />RIGHT ELEVATION <br />— B1 <br />1 /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 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. 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 />W N <br />• <br />�V <br />!Z' <br />.N <br />r- <br />.. •�� <br />O . <br />* F 1. v <br />'llQROFESS\0 \\� <br />////��,t�r1111111t�e\`\\\ <br />To the hest 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />pp <br />0 <br />�Q <br />V <br />O <br />"I N n N u#'1 ODD LL LL <br />m M fl1JJ J W tL <br />W <br />a <br />u_ _J <br />Ny"� wLLv>> <br />Sr aI <br />Z <br />Y <br />vCl) 0) 0(zro <br />o <br />W_ <br />m m _J o <br />mo1 <br />iETrn o of <br />umsW <br />N�rNiZ �0�� <br />z <br />o000 <br />W <br />Z N lh <br />Z g <br />¢ = <br />J !7 <br />Cl- <br />N <br />z v <br />.2 <br />V U. <br />0, O <br />t/1 <br />W � <br />Of � <br />U_ <br />U2 <br />Of <br />¢ <br />m <br />Cl) <br />w <br />Z <br />l.L <br />E <br />i0 <br />zo <br />oQ <br />s� <br />E u <br />N tC <br />$, <br />Wd <br />U <br />z <br />C:)rC <br />i <br />*_ <br />o <br />&� <br />w Z <br />..0.. <br />r0 <br />CnCZLL c <br />a <br />g <br />m s <br />o <br />z <br />_J <br />w <br />� k <br />O <br />W <br />U <br />i <br />Z <br />JC <br />C <br />yLL <br />w <br />� <br />� <br />'5 <br />�o <br />= <br />t�0 <br />et <br />°zl�d <br />a <br />cg 3 <br />°M <br />= <br />>M <br />� <br />W <br />m <br />.�> <br />LO <br />(D <br />c <br />co <br />I.I• <br />c� <br />J <br />^ Q <br />c <br />az' <br />O <br />Imo' <br />T <br />N <br />Lo <br />.� <br />T <br />:304 <br />Z N <br />n <br />r <br />LO <br />T <br />2 LO <br />1 r <br />0 <br />T <br />E <br />M <br />Z <br />Z <br />E Q <br />E <br />w <br />io <br />0-0 <br />J <br />Q p <br />_J <br />JOB <br />NO: <br />20-1129 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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