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39721 Harvest Creek Ln
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39721 Harvest Creek Ln
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Last modified
2/26/2025 2:01:39 PM
Creation date
2/19/2025 2:37:14 PM
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Building Plans
Street #
39721
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1229
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0 <br />bo <br />io <br />3 <br />v <br />S <br />m <br />act <br />.D <br />v <br />s <br />0 <br />t N <br />0 <br />J <br />00 <br />I <br />0 <br />x <br />m <br />c <br />N <br />v <br />S <br />f\ <br />O <br />00 <br />O <br />i <br />c <br />v <br />v <br />/ <br />O� <br />3 <br />H <br />a <br />N <br />N <br />v <br />d <br />E <br />H <br />y <br />E <br />O <br />x <br />v <br />c <br />act <br />ai <br />ti <br />U <br />O <br />O <br />UI <br />U <br />N <br />�O <br />d <br />0 <br />LZ <br />0 <br />0 <br />0 <br />0 <br />0 <br />0- <br />r C4 <br />O <br />N <br />h <br />0 <br />0 <br />]C <br />N <br />O <br />D: <br />m <br />v <br />T.O.M. <br />--------- <br />1' <br />DR HGT. <br />F.FL. <br />18' RIDGE VENT <br />12 <br />5� <br />OFFRIDGE VENT-4' OFFRIDGE <br />6 4' <br />12 <br />�5 <br />REAR ELEVATION - B1 <br />4' R1DGE VENT <br />SCALE: 1 /4"=1 r-0" <br />12 <br />�5 <br />RIGHT ELEVATION - B1 <br />1/4"=1r-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 FOLLOWNG 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 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 />FLO <br />�L\\N <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building <br />Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />� <br />a <br />0o p U <br />v <br />N N <br />V <br />N r � <br />dr <br />oo LL <br />J it W <br />W <br />Cn�T <br />ti <br />M <br />ti _j a <br />LL <br />Qd <br />cN <br />j <br />W N <br />d CL <br />Z <br />JLLLL <br />ofo <br />W <br />� a0 <br />0 <br />� m 0 <br />m i ¢ <br />1 W <br />Z <br />IL <br />oo � <br />oo 6 <br />N c'7 Z <br />J Q a <br />V 0 <br />v <br />(D�� <br />Z N M <br />O <br />z <br />z <br />J <br />U) <br />to <br />n1W <br />M <br />z a <br />(D o <br />4-1 <br />� <br />U <br />Lu IS <br />'� • <br />ID <br />g <br />Oft <br />O <br />L. v) <br />In �_ <br />Rig <br />U <br />"''l�.. <br />J <br />E <br />8 <br />1 <br />z <br />U o <br />c m w <br />Q <br />®Q <br />No <br />S� <br />O <br />CO <br />J <br />W <br />M <br />o <br />2 <br />� <br />ty <br />;z E <br />0cu <br />zo <br />>o <br />oa <br />h @ <br />Q. <br />x O <br />D o <br />Zd <br />O E <br />N t <br />< <br />a z <br />¢o <br />o <br />d z <br />r� <br />L <br />(fj CUYU <br />- <br />¢z <br />O <br />mp <br />of <br />Y Z <br />Zd� <br />J <br />a " <br />oa <br />2. <br />go <br />i� <br />V <br /><o <br />a <br />mw <br />=G <br />C:) <br />w¢ <br />>° <br />a <br />z¢ <br />o� <br />o <br />2 � <br />T <br />y <br />i <br />M <br />fU <br />`J <br />/ <br />■ r_ <br />ui <br />`1/ <br />CCN <br />N <br />�1 <br />Y <br />O <br />n <br />n��� m <br />W <br />C <br />r <br />co <br />1 / <br />= N <br />T <br />r <br />' n <br />r <br />I C4 <br />ir' <br />E <br />N <br />rn <br />C")o <br />.. <br />z <br />m <br />E (D <br />E <br />N <br />c <br />0- <br />U J <br />Q p <br />J <br />JOB <br />NO: <br />20-8077 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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