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2988 Moulden Hollow Dr
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2988 Moulden Hollow Dr
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Last modified
3/5/2025 1:23:55 PM
Creation date
2/19/2025 10:42:30 AM
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Building Plans
Street #
2988
Location
Moulden Hollow Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
20749
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iE <br />C�4 <br />co <br />QD <br />.0 <br />00 <br />0) <br />3L <br />12 <br />5 L,�� <br />12 <br />5 <br />4'-0" RIDGE VENT <br />12 <br />12 <br />5 <br />. I . R. I I r" - I I . . I I I , . I I I . I I . , I I I , i I I . I T.O.M. <br />T_ <br />HOR HGT. <br />------------ --------------- - -------------------- <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR TEXTURED r <br />CEMENTICIO S <br />UU ;0 <br />FINISH ON C.M. 00 <br />(TYP.) <br />5068 SGD 25 SH 25 SH F.FL. <br />-2 --------------------------------------------------- -- <br />HEEL .. . . ... . . <br />5 <br />A T.O.M. <br />21-011 <br />HDR HGT. <br />TEXTURED <br />9 CEMENTICIOUS <br />FINISH ON C.M.U. <br />zo (TYP.) <br />16-0" RIDGE VENT <br />12 <br />;:�,5 <br />------------------------------------------------ -- <br />L --- 00, <br />TEXTURED 2#41 <br />CE�ENTICIOUS 10 <br />,,/�FINISH ON C.M.U. <br />(TYP.) I <br />35 SH <br />F.FL. — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t — — — — — — <br />REAR ELEVATION — Al <br />SCALE: 1/4"=V-01" <br />RIGHT ELEVATION <br />SEE Al <br />1/411= 1 1-001 <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 corroslon-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/cloor 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, docks 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 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1 rJO0 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 FOLLOWNG VALUES, SEE ROOF PLAN - <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />*SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />ova <br />v) 0 <br />0 <br />C) <br />0 LIJ <br />Of <br />ru u <br />C"! <br />C', <br />0 <br />U <br />kci <br />A I <br />ED. <br />r <br />C-4 <br />Z6 <br />Le <br />LU <br />z <br />U1 RE <br />UMz <br />jpCV <br />< <br />W <br />0 <br />F <br />X 0,90FESS%O <br />To the best of the Engineers knowledge, Information and belief. <br />the structural plans and spedflostlons contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal to only for <br />the structural engineering portions of the drawing pages beadng <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />1 3 <br />C/) <br />Z <br />CL <br />64160 <br />0 <br />< <br />>. <br />LU <br />_j <br />U. 8 <br />L.0 <br />LU <br />z <br />C: <br />U) <br />Ch <br />< <br />< <br />LU <br />F- <br />< <br />Z <br />Z <br />LU <br />Ln <br />1-4 <br />. Lij <br />2: <br />< <br />aj <br />z <br />C'-4 <br />00 <br />C..,j <br />Z <br />0 <br />06 <br />z <br />:5 <br />LLJ <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MIAMES <br />VERSION NO' 4nO <br />SHEET NO. <br />3.2 <br />
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