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Tftl� <br />M g'q <br />16'-0" RIDGE VENT <br />I "xl 0" SMOOTH <br />TEXTURED BAND <br />1 1-011 <br />TEXTURED FINISH <br />FRONT ELEVATION — Al <br />SCALE: 1/4"=V-0" <br />3'-0 RIDGE VENT <br />. . . . . . . 12 <br />5 <br />12 17 <br />st <br />T.O.P. <br />T.O.M. <br />HDR HGT <br />C�' <br />TEXTURED <br />9 <br />FINISH ON C 00 60 <br />(TYP.) <br />CEMENTICIOUS <br />M. U. <br />c"' <br />25 SH 25 SH <br />F.FL. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- --- — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />cc <br />01 <br />M1 LEFT ELEVATION — Al <br />11 SCALE: 1/4"=V-0" <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 wl 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 fleshing 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 penetraflon of water to the building structural framing <br />components. Flashing shall be installed at the follovAng locations. <br />• Exterior winclow/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 Flodde 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 venfilated.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 vedfied with Manufacturer Specifications) <br />* RIDGE VENTS 15 SO. IN. OF NET FREE AREA/ LINEAR FT. <br />* OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />e SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />< <br />__J <br />fl- <br />Ul 0 <br />(V <br />C—/> <br />4--J LU <br />LU <br />Of <br />V) <br />0 <br />1 C23 <br />LU <br />C� <br />.2 <br />< <br />Al I <br />WID.1 <br />V <br />lei <br />/r- <br />z g:2 ez <br />U) <br />-J'Y e <br />C1Lu <br />a 0 <br />40 <br />U0 Z <br />LU <br />U <br />LJ <br />x <br />E­­ .1 <br />L <br />< <br />0 <br />/�OFESS\()"� <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 Oth Edition. Engineers signature and seat 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 />U) <br />F_ <br />LU <br />Cut <br />> <br />J <br />LU <br />z <br />3: <br />U) <br />z <br />< <br />C"4 <br />cc: <br />U_ <br />Z <br />LU <br />Ln <br />LU <br />5z <br />00 <br />C`4 <br />< <br />Z <br />z <br />t— <br />- <br />Cat <br />0 <br />11`�' <br />00 <br />z <br />U <br />UJI <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MJAMES <br />VERSION NO' 4n0 <br />SHEET NO. <br />3.1 <br />