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3026 Nubbin Ridge Ln
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3026 Nubbin Ridge Ln
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Last modified
2/24/2025 11:59:26 AM
Creation date
2/19/2025 8:49:30 AM
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Building Plans
Street #
3026
Location
Nubbin Ridge Ln
Contractor
Lennar Home
Building Plans - Permit #
392
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12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />Fm7n. <br />TEXTURED <br />Elm <br />rm!"� morm-mmam-01 071 <br />12 <br />5� <br />1'-0" <br />4' RIDGE VENT <br />�12 <br />12 HEEL <br />F4 T.O.M. <br />_---_HDRHGT. <br />— — — — — — — — — — — — — — — — <br />I 5 <br />I <br />I TEXTURED <br />CEMENTITIOUS FINISH <br />I ON C.M.U. (TYP.) 00 <br />2" x 4" SMOOTH <br />TEXTURED <br />I <br />I SILL /BAND <br />I <br />--------------------------------------F.FL. <br />FRONT ELEVATION - 61 <br />TEXTURED —� <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />SCALE: 1 /4"=V-0" <br />18' RIDGE VENT <br />LEFT ELEVATION - B1 <br />E: 1 /4"=1 r-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />-------- T.O.M. <br />1'-0" <br />—TEXTURED _ <br />CEMENTITIOUS q <br />FIN. ON C.M.U. Co <br />(TYP.) <br />�— 2" x 4" SMOOTH <br />TEXTURED <br />SILL / BAND <br />F. FL. <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 />R703A 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 FOLLOtMNG VALUES, SEE ROOF PLAN** <br />(Values to be verged with Manufacturer Specifications) <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I 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 />���`1111111ttt��P <br />• <br />.. <br />• <br />00 <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 <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 />N <br />Q <br />co <br />O V U N 'CO pp <br />C) o o m <br />(, <br />CD <br />C:. <br />CV = <br />a) <br />U� � U <br />yt� <br />M <br />'`�a <br />a <br />CE <br />Z <br />�j <br />ai m s <br />�rarn <br />W to <br />w <br />° CL <br />0zofo <br />lu <br />@ a> O <br />= m 0 <br />m <br />W <br />% o ^ <br />2ECPrn <br />m <br />spa <br />IL <br />ZLL <br />NaMZ <br />60� <br />Z <br />0 rJ <br />U F <br />1�0 <br />W <br />M � <br />Z N O <br />CO o <br />NIla <br />Z a <br />J M <br />d N <br />Q13 <br />� <br />r� <br />m <br />o <br />Q) <br />/ <br />CLL <br />r <br />�r ' <br />C!> Y <br />W O <br />n <br />Q <br />O <br />^ <br />tJ l <br />�N <br />m <br />W r" <br />C O <br />N <br />o <br />r— <br />U 00 <br />m <br />w � <br />c r— E <br />m <br />m i <br />U o N <br />• <br />0 <br />sm <br />o <br />M <br />w <br />Mz <br />O <br />Z <br />< <br />L L_ <br />n. E <br />E <br />zZ <br />W o <br />z <br />T N <br />< <br />Z® <br />❑a <br />CO <br /><o <br />UO <br />H <br />_ <br />XU <br />UO <br />o <br />ZL <br />O E <br />N <br />a� <br />¢o <br />< <br />& Z <br />a <br />r� <br />(13 <br />Cl) Co� <br />oo <br />¢ <br />m <br />H 0 <br />or <br />N <br />J <br />m <br />¢ a <br />¢w <br />g Z <br />C) <br />N 3 <br />Q <br />0M <br />50 <br />az <br />rn w <br />U � <br />w � <br />az <br />�3 <br />O <br />=ti <br />(7 <br />O <br />O <br />CD <br />z¢ <br />a r <br />OO 3Z <br />0 <br />_(V <br />` <br />co <br />J <br />m <br />m <br />Al <br />W <br />cc <br />.! <br />N <br />co <br />C� <br />C^ <br />N <br />0 <br />C:)0 <br />Q <br />"o <br />( <br />m <br />L.L. <br />1 <br />r <br />N <br />O <br />LO <br />z N <br />r <br />Ln <br />to <br />LJn <br />N <br />O <br />o to <br />ui <br />c <br />w <br />0 N <br />M <br />4i <br />o <br />Z <br />Z <br />E O <br />V <br />T <br />a0 <br />E <br />a o <br />� <br />JOB <br />NO: <br />20-3576 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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