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3293 Moulden Hollow Dr
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3293 Moulden Hollow Dr
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Last modified
3/4/2025 4:33:50 AM
Creation date
2/19/2025 9:00:50 AM
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Building Plans
Street #
3293
Location
Moulden Hollow Dr
Contractor
Lennar Homes
Building Plans - Permit #
18881
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IN <br />T.O.M. <br />HDR HGT. <br />1 r-On <br />F.FL. <br />12 <br />5� <br />12 <br />�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />------------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />W. <br />15'-O" RIDGE VENT <br />12 <br />51 <br />14'-O" RIDGE VENT <br />12 <br />:7_�5 <br />T.O.M. - - ---------- <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP-) <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON G.M.U. 2'-0" <br />(TYP.) <br />F.FL. ---- ------------ <br />RIGHT ELEVATION - Al <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 piaster. <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 save 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 SO. 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 -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = 0.1near Ft, of Deck -Air Needed) <br />• O HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />Formula: (Sq. FL SoM Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />z <br />— o <br />Z (oil <br />z <br />Q <br />J <br />a <br />z <br />Ln U <br />QLJ-i <br />( p <br />U — <br />0 ILJJ <br />V) <br />o <br />U-)0 <br />0 <br />U <br />mCN <br />a) M <br />LLf <br />F— of <br />all — U <br />M <br />c t0 M <br />t6 -a M <br />00, <br />T N <br />U <br />E LL Co <br />0 <br />0 o <br />M Q O <br />a Do <br />N•C�B �D�C <br />�Iff r". <br />Q <br />\\ V <br />N �'// <br />LL <br />N <br />��. <br />2V <br />@ LO <br />c�vQ_F <br />W�cSS1 <br />'��IIIlIIl1'� <br />-,�.� <br />�o <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 [V <br />O ON <br />r>-+HMO <br />M <br />Q L4() <br />IA•id' <br />z <br />11 <br />(n 0 <br />Q L_ U_ <br />C. n <br />n= V CL OC) <br />Q <br />� u <br />fD <br />z <br />WJ C:) <br />d' <br />�o <br />oe <br />w� <br />Z <br />za <br />a <br />z <br />'z <br />tw <br />�< 0z.0 <br />0 <br />Wz <br />Q <br />=) Z z <br />pU.JZ <br />W <br />U <br />_ <br />Uj <br />�gJ <br />Wino <br />� � N <br />Co <br />mZo <br />J <br />oZ <br />Z z <br />L <br />LU <br />Qo <br />z <br />> <br />W <br />� <br />c <br />M <br />cn <br />�E <br />p <br />o <br />Ov <br />;v <br />r <br />C,Z <br />c <br />z <br />�¢ <br />o� <br />J <br />W <br />c� <br />©.: <br />O O <br />�Rma <br />Q <br />ZLu <br />V <br />a zOO <br />Z <br />0 <br />S <br />W <br />LJ.I <br />g f o <br />W <br />owu <br />0 Se <br />Ln <br />Z <br />z <br />a z <br />'^ z <br />OCR <br />� <br />� <br />= <br />Q z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />
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