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39883 Harvest Creek Ln
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39883 Harvest Creek Ln
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Last modified
2/26/2025 6:04:22 PM
Creation date
2/19/2025 2:43:51 PM
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Building Plans
Street #
39883
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
2014
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... .� .— . s - — - - — -- <br />ATTIC VENTILATION CALCULATIONS - 131 TRB <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 />22 <br />2 <br />Floor <br />1999 <br />1919 <br />274 <br />960 <br />69 <br />480 <br />606.0 <br />330.0 <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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. <br />ROOF PLAN — ELEV—B1 <br />SCALE: %4'=1'-0" <br />I Attic Ventilation I <br />Attic Ventilation to be in compliance with the Florida Building Code 7th Edition <br />(2020) 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 />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />• STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SO. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />CV <br />O <br />CV <br />CV <br />CV <br />N,�,'t� Er!W��� <br />k <br />o <br />o <br />No FE78750 <br />Ct• W o <br />• 1•/ 1 <br />••• �. OF,, <br />411 <br />•��`� <br />ST` T ,• <br />rN <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 2020 Florida Building <br />Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />a <br />E <br />oo g8 <br />Co <br />has <br />LL <br />0 <br />� kn °Q �' <br />u LL W <br />Yi <br />CO f` r- V <br />y M CV <br />-J W <br />LL <br />. d Y <br />JU.LL <br />'L W <br />*jIU <br />W. <br />7 rNkO <br />- <br />OJ J <br />M. <br />T' <br />LL W <br />Go Ci <br />N 04Z <br />a <br />Cy0 <br />ZoU <br />6_1C <br />W <br />❑❑❑ <br />U C') <br />Z <br />J <br />CL_ � <br />13 <br />N <br />Z p <br />(3� <br />Ci <br />_ <br />0 <br />w <br />l� <br />o <br />(a <br />F— in <br />U <br />_ <br />® l 1.1 J <br />p p <br />H <br />_ <br />U � <br />c Y <br />• <br />Q N iA <br />O <br />M <br />z <br />W <br />LJL <br />oS <br />S p <br />. <br />z® <br />O <br />m V <br />C <br />F- <br />soU <br />O <br />oa <br />. <br />Up <br />O U <br />ZN <br />~ <br />6 <br />�= <br />ag <br />ado <br />a� <br />W2 <br />� <br />m� <br />Mo <br />za'"` <br />zC <br />N <br />J <br />ua <br />w <br />2W, <br />a0Z <br />W <br />d 3 <br />0 <br />LL <br />�z <br />g <br />=5 u� <br />Mj <br />�' <br />zl�a <br />r- <br />u 3 <br />L� <br />J <br />c9 <br />L <br />> <br />J <br />•� <br />,c <br />L <br />N <br />O <br />n^ <br />1..� <br />U <br />C Co <br />U <br />Z N <br />cm <br />r <br />L•n <br />,� <br />o <br />= N <br />r <br />U') <br />_ <br />2 CO <br />M 0) <br />N <br />LC) <br />r— <br />r <br />000 <br />E <br />c r <br />N <br />M <br />0 <br />z <br />E O <br />d <br />m <br />a <br />E <br />U _j <br />Q p <br />JOB <br />NO: <br />21-4275 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />
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