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A. <br />9. <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />1" x 9" SMOOTH <br />TEXTURED 12 <br />FREEZE BAND 5F_� <br />HEEL <br />T.O.M. <br />HDR HGT. <br />12 <br />�5 <br />12 <br />12 <br />2__�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />TEXTURED T_ WA <br />CEMENTICIOUS <br />+3" SMOOTH <br />TEXTURED BAND <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />T-0" RIDGE VENT <br />12 <br />512 <br />SILL <br />i <br />PROFILE ELEVATION <br />0 <br />DECORATIVE SILL <br />FRONT ELEVATION - B1 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />Z:�_ _ T.O.M. <br />----------------------------------------------------- - ------------------------- -------------------------------------- <br />HDR HGT <br />TEXTURED <br />CEMENTICIOUS 00 <br />FINISH ON C.M.U. FD <br />(TYP. ) <br />F.FL. <br />I <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION - B1 <br />SCALE: 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 JC <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 FOLLOWNG 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SO. FT. <br />O <br />z_o <br />z�® <br />z <br />a <br />a <br />Z <br />c/) C9 <br />CZ <br />ai <br />N <br />4--J w <br />(1)(0 <br />�u — <br />0 w <br />La <br />Ln <br />U <br />L1J <br />o0 <br />m 04 <br />C" <br />In <br />_ <br />® <br />f0 M <br />In N <br />01 <br />U <br /><C rn <br />5 <br />v <br />euf� <br />Oi Q O <br />B D. <br />N V <br />=Jl <br />ppff N N <br />Q t! <br />eo <br />' <br />Z LU z G.' z° <br />z <br />w <br />LU a Cn w <br />�. <br />Z V� <br />" 's�r <br />m <br />7- <br />ZZ WWW.j( cok <br />44, <br />01 <br />RROFES`�t <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 />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />w <br />zga <br />fF <br />CCC¢i <br />v <br />z <br />O� <br />2 u U <br />`J` w <br />LU <br />ILL, <br />z <br />U) <br />43 <br />O <br />� <br />U <br />QZF— <br />z <br />° <br />9� <br />*fN.,j <br />Cr <br />ILL <br />Z <br />J <br />.. <br />W <br />.r. <br />az� <br />Q <br />Z <br />Z <br />$ z <br />Z <br />N <br />Ln <br />co <br />O <br />g <br />U <br />LU <br />= <br />�� <br />,-+ <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION NO. 4mO <br />SHEET NO. <br />3.1 <br />