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39740 Harvest Creek Ln
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39740 Harvest Creek Ln
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Last modified
3/20/2025 10:24:25 PM
Creation date
2/19/2025 4:03:49 PM
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Building Plans
Street #
39740
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1228
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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 <br />of vented <br />IN. of <br />of <br />ventilation to <br />SQ. IN. of <br />SQ. IN. of <br />Ventilators <br />ventilation <br />soffit <br />ventilation <br />vented <br />be provided <br />Ventilation <br />Ventilation <br />(See Elev ) <br />required <br />needed <br />required <br />soffit <br />by upper <br />needed <br />ventilators <br />Main <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 />**NOTE** <br />GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS <br />REQUIRED BY FBC 6th ED. RESIDENTIAL. <br />1� <br />ROOF PLAN - ELEV-Al <br />SCALE: %4"=1 r-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 11150 of the area of the vented <br />space. The ventilating area may be reduced to 11300 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 SO. 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 />a <br />cl <br />C115 <br />C'V <br />o' <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 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />� <br />,0/ <br />ey <br />pp <br />U <br />N N <br />® <br />O) to <br />J xk <br />0) <br />rf7 <br />C� r- a <br />LLl <br />u- _ d <br />u <br />Q <br />c: <br />U_i� <br />W L <br />a a it <br />Z_ <br />0 <br />mc� <br />p�lO— <br />_ �00 <br />j �}NC_P <br />X 0 0 <br />m m <br />N�°jO' <br />p o4 <br />Z <br />aN <br />LLW <br />00 Z � ao� <br />MQ UO� <br />°" <br />Z <br />❑ I <br />W <br />M <br />N M <br />o g <br />Z C, 10 <br />¢ v <br />h <br />M <br />Z a <br />v <br />� <br />D o <br />- <br />cn <br />u, 02 <br />U <br />O w o <br />� � w <br />�V) <br />U <br />u-r <br />r— <br />L 8 <br />U O V� <br />CDCD <br />N Q N rn <br />4m, <br />4 <br />O <br />w <br />M <br />M <br />¢ <br />zo <br />z <br />Q E <br />Z O <br />DO <br />N <br />QR <br />�- <br />20 <br />Z <br />oa <br />c� <br />t_ rO <br />O E <br />X U <br />a� <br />so <br />� V <br />¢� <br />N <br />ao <br />o <br />¢Cn <br />d L <br />fa <br />z <br />oU <br />�� <br />O <br />ZLL <br />6w <br />Men <br />ONE <br />O <br />oa <br />W LL <br />30 <br />a <br />N W <br />H <br />O <br />W <br />w <br />LD <br />K= <br />a x <br />CO <br />V <br />F <br />z°d <br />O0 <br />yM <br />� <br />ca <br />ca <br />c° <br />(0 <br />C10 <br />04 <br />i� <br />C) <br />CL <br />m <br />Cfl <br />1 <br />� <br />o <br />r <br />to O <br />2 <br />r <br />(.0 <br />CO <br />;Z <br />E <br />N <br />C,)z6 <br />cc <br />Z <br />:3 <br />C)m <br />y <br />m <br />ii <br />E <br />ci <br />a o <br />°i <br />JOB <br />NO: <br />20-8082 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />
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