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C <br />v <br />v <br />M") <br />N <br />M <br />O <br />N <br />n <br />O) <br />t2 <br />I <br />rn <br />i <br />m <br />aci <br />2 <br />C) <br />0 <br />JO <br />rn <br />a <br />E <br />F2 <br />E <br />v <br />c <br />m <br />i <br />r. <br />zo <br />O <br />w 00 <br />Fo <br />T.O.M. <br />11-01, <br />DR HGT. <br />F. FL. <br />18' RIDGE VENT <br />OFFRIDGE VENT -4' OFFRIDGE VE <br />12 <br />5� <br />12 <br />�5 <br />6'-0" <br />— — — — — — — — — -- EXT€NO€a------ <br />[ —0I OVERHANG TO BE <br />MM CENTERED ON DOOR <br />4' RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />--------------------- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />�—- — — — — — — — <br />-------- <br />TEXTURED <br />CEMENTITIOUS <br />FIN. ON C.M.U. <br />-- TEXTURED <br />(TYP) <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />2" x 4" SMOOTH <br />(TYP. ) <br />TEXTURED <br />SILL /BAND <br />— — — <br />— — — — — — — — <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />— --------- <br />REAR ELEVATION - 61 <br />SCALE: 1 /4"=1'-0" <br />RIGHT ELEVATION - B1 <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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. <br />tJ <br />Ur <br />z M <br />O <br />— O <br />zCID <br />z <br />a <br />z <br />vC <br />w <br />•V — <br />O"' <br />ZD <br />o <br />(10U <br />YZ0 <br />o0 <br />m N <br />LU � <br />Ep <br />N cn <br />m M <br />-0 <br />M <br />_ U <br />N co <br />O o 0 <br />U <br />�"CC) <br />�G <br />¢ 0 <br />0 .2 <br />n� <br />rn Q o <br />BID <br />N N <br />v YI O <br />N <br />LU C" z <br />ZP. <br />U) <br />.g' <br />U_ <br />W <br />W V ;=ems a <br />v(98 arnt{ <br />0 O <br />o G7 a1 <br />tIf ET Q <br />LLV) <br />Z <br />LUa¢M a Q <br />�x -CO r' <br />Q �J <br />yC) <br />�ti x <br />fll't I I 111%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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />0 <br />za <br />fa <br />Z <br />w <br />O <br />Uz00 <br />zw <br />�\ <br />/ \ <br />¢ <br />y=owz <br />G J <br />aYa Q W <br />Sw�o <br />a <br />W <br />m <br />J <br />LU0 <br />zz <br />r U <br />� <br />UJ <br />f Z <br />Z <br />/� <br />,.� <br />I..L <br />0 <br />a <br />~� <br />M <br />Lr) <br />Ln <br />Z <br />a <br />J w <br />U <br />_ <br />Q <br />.9 <br />000 <br />O <br />< <br />Q U <br />J <br />LUX0 <br />. Q M ' <br />//���� <br />Er <br />0Oa <br />i <br />, V <br />Z Q Z Q <br />w Q <br />Q <br />¢¢w� <br />12 <br />z <br />z <br />Q1 <br />ooMo <br />a o0 <br />W <br />Ln <br />Ij,j <br />M¢z� <br />_J <br />ri <br />LJ J <br />rn F U <br />g'0 <br />Q <br />z <br />uJ < z <br />z <br />t <br />�o <br />�0 <br />c <br />z <br />g <br />LU <br />= <br />- Z <br />¢Lu <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: FFLORES <br />VERSION NO. <br />3ol <br />SHEET NO. <br />3.2 <br />