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3186 Moulden Hollow Dr
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3186 Moulden Hollow Dr
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Last modified
3/3/2025 8:39:26 PM
Creation date
2/19/2025 8:56:43 AM
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Building Plans
Street #
3186
Location
Moulden Hollow Dr
Contractor
Lennar Homes
Building Plans - Permit #
19068
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VENTED SOFFIT <br />55 SQ. FT. <br />ZONE-1 _125 SLOPE <br />ATTIC S PAC E <br />2002 SQ. FT. <br />VENTED SOFFIT 46 SQ. FT. <br />RIDGE <br />: : .:. : : :. O • • t 0 <br />N <br />VA T <br />`b .. .. <br />/7!5:12 <br />!SLOP! <br />RIDGE <br />4'-0'RIDGE VENT 1 1 <br />RIDGE <br />n 1 <br />0000000/0'�t <br />II I <br />II <br />• <br />II <br />II I <br />• <br />I 1 I <br />L. J_ J <br />rn <br />: <br />VENTED SOFFIT <br />48 SQ. FT. <br />............................. <br />ATTIC VENTILATION CALCULATIONS - B1 <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 />SO. FT. <br />SQ. IN. of <br />Upper <br />� pPe <br />SQ. IN. of <br />of vented <br />IN. ofSQ. <br />of <br />ventilation to <br />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 />22.00000 <br />2.000000 <br />Floor <br />2002 <br />1922 <br />275 <br />961 <br />69 <br />480 <br />0 <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 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 />.7-7.7.7.7;.".11 <br />VENTED SOFFIT <br />VENTED SOFFIT 26 SQ. FT. <br />ROOF PLAN <br />SCALE: Y4"=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 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 comice 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 Soffft Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Rocl) - 9 SO. IN. OF NET FREE AREA / FT. <br />Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Cheer 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 />0!� <br />zo <br />IDz <br />(0 <br />GZJP <br />z <br />aC <br />ID <br />J <br />rL <br />v) z <br />V) <br />Q) C <br />4 -J w <br />� o <br />O w <br />� <br />~ <br />o <br />to <br />00 <br />cn r <br />U <br />w <br />I.— Ep <br />U <br />m M kh <br />c m r, <br />T 'Q MN <br />00 <br />Qj <br />Um <br />tLL00 <br />(0ao <br />tvy <br />Q rn <br />0 O� <br />a) < <br />A1 <br />N�C•B �D •C <br />if <br />s <br />®®° <br />ro <br />N �a <br />o <br />O O N 'r 7 <br />°o t9P <br />'-Z <br />•.r. O <br />, :4 <br />W 44 "i 2 N <br />in <br />O,w = � Q <br />0 <br />fw <br />V <br />COm <br />,, <br />LLW a 0, _ 04 <br />Q <br />o <br />N <br />() D <br />0 <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 Sth 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 q <br />l0 <br />i>-i � MO <br />M <br />Q U) <br />z <br />♦1 Ln <br />V) <br />Q U_ <br />CL <br />M <br />(Y.V cu Q- 00 <br />Q <br />z <br />U.J <br />W <br />d' <br />OQ <br />G <br />za <br />Z � <br />EF <br />Q <br />�Zr;O <br />99WO <br />UZ <br />p z z <br />W E 8 <br />no <br />ISUVII <br />Z Z <br />}U <br />Al <br />VJ <br />� Z <br />Ln <br />N <br />O <br />0 <br />J <br />V <br />= <br />_l <br />O <br />I- <br />U_ <br />p <br />Foz o <br />�99 <br />>r <br />O <br />��ma <br />rj <br />W z� <br />Q <br />r g <br />Z <br />Z <br />J <br />T <br />°u-2 <br />a F�F <br />I� o <br />T-4 <br />I <br />Q <br />Z <br />Z <br />lozu <br />Q <br />W F <br />00 <br />Z <br />=�z <br />�Z <br />o <br />I� <br />g <br />Li : <br />< O <br />ain <br />z <br />Lu <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION NO. 10 <br />SHEET NO. <br />5.0 <br />
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