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3234 Moulden Hollow Dr
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3234 Moulden Hollow Dr
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Last modified
3/4/2025 2:40:08 AM
Creation date
2/19/2025 8:59:44 AM
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Building Plans
Street #
3234
Location
Moulden Hollow Dr
Contractor
Lennar Homes
Building Plans - Permit #
19307
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VENTED SOFFIT 40 <br />en CT <br />mr, <br />VENTED SO <br />40 SQ. FT. <br />ATTIC VENTILATION CALCULATIONS - 131 <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 />ventilation of vented <br />IN. of <br />of <br />vented <br />ventilation to <br />be provided <br />. <br />SQIN. of <br />SQ. IN. of <br />Ventilators <br />(See Elev ) <br />required soffit <br />ventilation <br />soffit <br />by upper <br />Ventilation <br />Ventilation <br />needed <br />required <br />needed <br />ventilators <br />Main <br />0.000000 <br />0.000000 <br />Floor <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0.0 <br />0.0 <br />0.0 <br />(Zone 1) <br />Upper <br />9 <br />2.000000 <br />Floor <br />1533 <br />1472 <br />210 <br />736 <br />53 <br />368 <br />411.0 <br />276.0 <br />(Zone 2) <br />135.0 <br />**NOTE** <br />GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS <br />REQUIRED BY FBC 5th ED. RESIDENTIAL. <br />VENTED SOFFIT LEGEND <br />IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED <br />AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF <br />LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. <br />VENTED SOFFIT <br />IFFIT <br />ZONE-1 <br />ATTIC SPACE <br />35 SQ. FT. <br />,NTED SOFFIT <br />SQ. FT. <br />ROOF PLAN <br />SCALE: %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 />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 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 />R703.6.3 Water-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />stucco lath) over an approved synthetic house wrap. <br />R703.8 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 contructions 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 5th Edition <br />(2014) 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 SQ. 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 />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of allagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. 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 />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />rn <br />zd <br />z <br />Q <br />d <br />z <br />O <br />C <br />W cn <br />.I..J w <br />n <br />Ow <br />C1� <br />I' <br />0 <br />Cn ~ <br />VO4 <br />o 0 <br />m <br />U <br />W <br />E <br />— <br />mM Cl) <br />C m Cl) <br />2 d M <br />O o <br />U W <br />0 <br />L_LL� <br />-5 <br />a°ri <br />�Y <br />Q rn <br />(0 Q- o <br />Gov <br />c`» Q o <br />A 1 <br />B D. <br />NCBDC <br />I`-A� <br />co <br />-.gip,. <br />•'• <br />• <br />a1ImN r'c.O <br />II <br />1� p � <br />I <br />J � <br />10 `t N <br />1° E'- <br />m c. <br />_ <br />��! ,C:+ N ^��°C"ms` <br />—' <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />Z N <br />0 cu <br />F>J)MO <br />M <br />QU-)'fULr) <br />In <br />C1. <br />f— N U_ro <br />z <br />QUa00 <br />O <br />E `s <br />r° <br />z <br />WJ C:11 <br />�- <br />J <br />Oz <br />O <br />w <br />za <br />f <br />I— <br />w¢ <br />UZOO <br />Z�wQ�Q <br />�Oz <br />J <br />a <br />v CA <br />rn <br />OLu <br />V) <br />ZZ <br />O <br />z z <br />:D <br />c <br />Lr) <br />O <br />-0 <br />U') <br />Z <br />o <br />z <br />a <br />U <br />T <br />-L <br />r , <br />VLu <br />J <br />w <br />° <br />7 <br />o I <br />LL <br />06 <br />J <br />O <br />O <br />a VYV <br />w 0 0 <br />�a�a <br />fV <br />z�O� <br />cw7az3 <br />< <br />o � z o <br />z <br />r�-i <br />a � U_ <br />LIJ <br />J <br />In <br />rl <br />W <br />Q <br />LcLJ <br />G <br />Q <br />z <br />D<Q� <br />o w ° <br />° Z U <br />uJ H <br />g w z <br />V <br />ko <br />Z <br />7 <br />a <br />C <br />V) Z <br />L <br />W <br />J Z <br />o <br />0-az <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: M)AMES <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />5.0 <br />
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