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5 <br />_nd <br />mow_ — <br />• <br />(+1 ") 6" SMOOTH <br />TEXTURED BAND <br />T.O.M. <br />— — — HDR HGT. <br />FNIENNS0,1111=1 INININ <br />ON <br />---LJ-1 11 _L I--�_-1�--_- 4--__�4--_�4--_�4_——_i4--_4--_41---T-----------------------------I---- <br />24'-0" RIDGE VENT <br />HDR HGT. <br />o TEXTUREDCEMENTICI <br />US <br />bo 00 FINISH ON C.M.U. <br />to (NP•) <br />25 SH 25 SH <br />F.FL. <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"=1'-0" <br />RIGHT ELEVATION - 131 <br />1/4"=1' <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 -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/door 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, 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 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 / SQ. FT. <br />0 <br />C9 <br />zo <br />z <br />a <br />t/) U <br />CZ <br />w <br />�o <br />�U — <br />OLU <br />th <br />h- <br />U <br />W <br />m <br />m N <br />Imp <br />C M <br />U <br />`4 o <br />¢ CD <br />en <br />in <br />on d <br />MD. <br />N� <br />� h N <br />z <br />W a~ Cn a <br />d LL 0. <br />tj\�NO lI J L Ot�°���r <br />U J�O. <br />% '•.. 5�' p..A <br />� <br />X���` 4ROFggoO1""!;' <br />114t\`0 0 <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 />Lu - <br />Z a <br />U <br />a <br />rZ6o <br />z <br />o "U0 <br />4y0ucg <br />UJ <br />W <br />W <br />LU <br />g <br />2 <br />--\ <br />0 <br />Cz <br />Z <br />U <br />= <br />Q96 <br />. <br />J <br />O <br />66 <br />,� <br />LL <br />g ii <br />Zf <br />a <br />Z <br />J <br />W <br />°0,1: <br />aLL <br />4 Z� <br />rl <br />Ln <br />,-1 <br />Z <br />Z <br />S <br />mz <br />° <br />°4 <br />g <br />o <br />SCALE : AS NOTED <br />DATE : 08/07/2019 <br />TECH: FM <br />VERSION NO. 4x0 <br />SHEET NO. <br />3.1 <br />