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00 <br />2 <br />IC <br />/ <br />E <br />r <br />O <br />E <br />1"x10" SMOOTH <br />TEXTURED BAND <br />12 <br />5� <br />TOP - <br />4'-0" RIDGE VENT <br />CRICKET <br />BEYOND <br />NIEE FIE <br />El MEN No, <br />0 POP <br />0-1 <br />16'-0" RIDGE VENT <br />12 <br />�5 <br />------------------------------------------------------------------------------------------------------- <br />TEXTURED 21 <br />-011 <br />0EMENTICIOUS <br />Z"�FINISH ON C.M.U. <br />(TYP. ) <br />25 SH25SH <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />FRONT ELEVATION - Al <br />SCALE: ,,<,_,.A. <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 />R703.7 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 corrosion -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-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 />R703.4 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/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 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 1/300 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 SO. 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 />U�® <br />zo <br />z�® <br />z <br />N C9 <br />w <br />C <br />�V - <br />OLU <br />Ln <br />U <br />�� <br />CDLu <br />~ <br />_ <br />0) C" <br />C)C W c)' <br />M O N <br />" $ <br />U <br />¢ <br />`R <br />z <br />U) <br />co LL •'}701{C o W <br />LU <br />LL a <br />UJ <br />Z 0 g�a <br />ih 21 Z5-/ m <br />LL <br />{z C-4` <br />OO,wwWFDSI NG• OM <br />_J • C �� •• <br />LY <br />F <br />'''.�'��' •••'••.....••.••"•gyp <br />� <br />QR O F E S S\O <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />za <br />a <br />0 <br />z <br />U <br />_OLLI <br />r�y� <br />p 6 g J <br />co <br />a�a� <br />LU <br />(C$r71 <br />N <br />Q) <br />J <br />WLU <br />g� <br />�Z <br />� <br />z <br />Q <br />A <br />0 <br />z <br />�f <br />°_& <br />1� <br />L.L� <br />S <br />Z <br />z <br />J <br />W <br />zL) <br />W <br />Q <br />z <br />$ Z <br />*k <br />N <br />z <br />Z <br />m <br />° <br />Z <br />g <br />w <br />z <br />° <br />o <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />3.1 <br />