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3111 Moulden Hollow Dr
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3111 Moulden Hollow Dr
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Last modified
3/5/2025 1:35:22 PM
Creation date
2/19/2025 10:43:13 AM
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Building Plans
Street #
3111
Location
Moulden Hollow Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
19243
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00 <br />T.O.P. <br />HGT. <br />11" x 12" <br />SMOOTH <br />TEXTURED <br />TRIM / BAND <br />2nd FIN. <br />FLR. <br />T.O.M. <br />HDR HGT. <br />F.FL. <br />12 <br />51 <br />12 <br />Z:::::� 5 <br />L L1-::1 LE <br />_LL1 I <br />r,`� DECORATIVE SHUTTER <br />FRONT ELEVATION - Al. <br />SCALE: 1/4"=V-0" <br />LEFT ELEVATION <br />T.O.P. <br />— — — — — — — HDR HGT,, <br />V_ <br />_I <br />2nd FIN. <br />FLR. <br />T.O.M. <br />HDR HGT, <br />F.FL. <br />- Al <br />SCALE: 1/4"=V-0" <br />19 <br />r <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 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 w1re 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 winclow/cloor openings. <br />• Intersecfion 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 />0, Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood-fra me 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 SO. 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 SO. IN. OF NET FREE AREA/ FT. <br />(Sq. Ft. Soffit Needed) x 7 - (Sq. In, Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -Al R (Shingle Rool) - 9 SO. IN. OF NET FREE AREA/ FT, <br />Formula: (Sq. Ft. SoMt Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Dock -Air Needa4 <br />• O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA/ VENT <br />"Formula: (Sq. Ft. SoMt Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />0 <br />(D ` <br />z 0 <br />(o <br />13 <br />Z <br />z <br />CL <br />U) <br />Cz <br />L/) (D <br />Z <br />(1) <br />C_X3 <br />+_J LU <br />0 LU <br />0f <br />120 <br />E <br />0 <br />C) <br />LU <br />E <br />8 <br />04 <br />4) Cf) <br />0) co <br />c: Cam <br />2 P, R <br />0.2" <br />:3z <br />Z ILL CD <br />= -Go <br />0 <br />.19 <br />< tom <br />Lo <br />A <br />I <br />Do <br />N1\\X1 <br />0 <br />WX <br />SE <br />C4 <br />W W <br />U, <br />W <br />rn C) <br />LLf3, L dql <br />9 <br />Ic lot. <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 />CD <br />z r-4 <br />0 v N <br />b-4 C) <br />V) <br />> <br />M Ln <br />< <br />(A ON <br />CL LL <br />Y-4 <br />z <br />C1. 00 <br />Z3: E <br />z <br />LLJ (=) <br />_J 0 <br />W <br />Z,<L <br />rz j <br />U) <br />.4 � 0& <br />,Z <br />0 <br />0 CC <br />uJ <br />� I <br />UJI <br />_J <br />LU <br />Ln <br />U-i <br />z <br />N <br />Lr) <br />0 <br />0 <br />r-4 <br />M <br />U <br />< <br />F_ <br />0 <br />CC <br />P6 <br />ILL <br />�q a:J <br />Lu� <br />ce <br />z <br />z <br />UJI <br />Ln <br />CY 2 <br />T-4 <br />I UJ <br />z <br />211 <br />LU F; <br />00 <br />ro <br />Z <br />z <br />0 <br />N <br />% <br />LU <br />X: <br />J <br />< <br />rn <br />T-1 <br />0- <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION NO - 10 <br />SHEET NO. <br />3.1 <br />
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