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0 <br />bo <br />E <br />0 <br />i., <br />C <br />a <br />3 TAB SHINGLES. ROOF — <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />18' RIDGE VENT <br />12 <br />5� <br />4' RIDGE VENT <br />12 <br />�5 <br />OVERHANG TO BE <br />CENTERED 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 />T.O.M. , -- <br />TEXTURED <br />CEMENTICIOUS <br />FIN, ON C.M.U. <br />(TYP.) TEXTURED 2'-0" <br />CEMENTICIOUS <br />2" x 4" SMOOTH FINISH ON C.M.U. <br />(TYP.) <br />TEXTURED <br />SILL / BAND <br />F.FL. - — — — — — — — — — A <br />REAR ELEVATION - B1. <br />RIGHT ELEVAT <br />ION - B1 <br />SCALE: 1 /4"=1'-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 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 maybe 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 />CD <br />o <br />CD <br />z <br />c <br />U) <br />V) QD <br />(1)C <br />(Dru <br />4—J w <br />n <br />Ow <br />ru <br />m <br />tIJ <br />U <br />N CO <br />N 'D M <br />O .o a <br />Y <br />0 <br />0 Y � <br />¢ rn <br />LO <br />CL <br />rn Q 0 <br />B 1 <br />N C <br />V <br />N N <br />i� Z6 <br />Z W M N� Z � z <br />,'5 <br />�LLo.Q w <br />W <br />UJ <br />.2`"�a <br />1� <br />LL <br />�� fir <br />.�\�`�� qq��.... ' • v <br />4 F o <br />U1 <br /><O� <br />= U <br />W <br />2 <br />�f�ildliEllltt'1`��! <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 />Engineers signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />0 <br />4 <br />Wo <br />z 2 <br />'r <br />z <br />Wa 0 <br />zoo <br />0 <br />z,zz <br />Q <br />z <br />ozw <br />W <br />CO <br />SW�o <br />m <br />-� <br />LU <br />z z <br />A \ <br />LU <br />a VO <br />cj. <br />/ \ <br />Q <br />O <br />-0 <br />Z <br />a <br />�� <br />U <br />r <br />• • <br />< <br />o00J {�,1 <br />r Y r- <br />LLI <br />W�m2 <br />0 <br />Y.. <br />L(W) <br />� <br />Uapnd <br />N <br />zaza <br />WC< <br />W <br />z <br />rl <br />�rz <br />LV <br />U') <br />t 1.1 <br />Q <br />z <br />¢ z <br />��Y <br />S�8 <br />Q z <br />C:)Q <br />Z <br />cez <br />a0 <br />m <br />z <br />LLl <br />< z <br />� <br />r-I <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: M)AMES <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />3.2 <br />