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3210 Moulden Hollow Dr
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3210 Moulden Hollow Dr
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Last modified
3/20/2025 2:45:07 PM
Creation date
2/19/2025 10:31:56 AM
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Building Plans
Street #
3210
Location
Moulden Hollow Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
9309
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-I00 <br />co <br />MIS <br />M• <br />T.O.P. <br />HDR HGT. <br />2ndFIN. <br />FLR. <br />T.O.M.------- <br />)R HGT. <br />F.FL. <br />12 <br />5� <br />REAR ELEVATION - B1. <br />12 <br />12 <br />�5 <br />T.O.P. <br />L L L HDR HGT. <br />F.FL. <br />LEFT ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />50 <br />IN <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 / SO. 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) / 72 = Amount of O'Hagin 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) 19 = 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) 186.25 = Amount of O'Hagin Vents Needed <br />M <br />o <br />O_ <br />Z <br />Q <br />O <br />a <br />z <br />O <br />Ul 0 <br />v) <br />w <br />170 p <br />U — <br />Ow <br />fv <br />~ <br />0 <br />V) <br />o 0 <br />U <br />m <br />LU <br />I— E <br />—0 <br />rnM M <br />C cc M <br />2 :6 M <br />Oo0 <br />Ua) <br />tF2 <br />C Y <br />Q rn <br />�Qo <br />,n o t <br />0) <br />< <br />B D® <br />SW <br />O W N <br />a•� .. ,•tic�ii <br />Tom' �+ <br />rJ Jb <br />o ao <br />��',� �rLFO <br />rn <br />u' � <br />rUK� _Q y m .Q <br />"+►► <br />- <br />lily V <br />a � o <br />t <br />' C N �� <br />U0 ca <br />LL <br />I <br />510 <br />�7'��i`!� I114110'\ <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 />0 <br />0 <br />Z N <br />O N <br />1--i 4-J Q <br />I>-+(nMO <br />M <br />Q V) fO n L <br /><��' <br />al� V Q00 <br />Q <br />E u <br />Z fa <br />WLU <br />C:) <br />oz <br />0) <br />za <br /><a <br />Z <br />F- <br />W Q 0 0 <br />o <br />O <br />0zu <br />zW W � <br />Q <br />�lnzz <br />C�O2w <br />W <br />a9�o <br />QW <br />m rzO <br />J <br />LJJ <br />Z Z <br />' 8 <br />C:iI^ <br />�.1 1 <br />n3 <br />Q� <br />o <br />Q <br />^ <br />L 1 <br />z <br />�a <br />U <br />_ <br />N <br />Q <br />U <br />L <br />€� r3 i <br />OW <br />CpJJ dZ <br />Q U <br />N <br />oao< <br />W�<�<Q <br />Q <br />d' <br />5��� <br />Z <br />Z <br />l) <br />aft <br />W <br />w <br />L <br />r 4 <br />LLI <br />LLj <br />? a � -0J <br />u7 0 z 8 <br />u <br /><o <br />Z <br />cy a <br />m <br />O <br />J <br />= <br />a z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 2nO <br />SHEET NO. <br />3.2 <br />i --1Ii, it-T,�_A I I. FIT I, J JliII,TI _I..,Si <br />
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