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v <br />a <br />00 <br />O <br />rn <br />I <br />LD <br />r— <br />L0 <br />N <br />N <br />c <br />N <br />v <br />�v <br />x <br />00 <br />n <br />8 <br />0 <br />NJ <br />N <br />CO <br />I <br />3 <br />tc <br />a <br />rn <br />N <br />G <br />E <br />E <br />x <br />i <br />N <br />ta.. <br />O <br />v <br />c <br />U <br />%U <br />N <br />.o <br />i <br />tp <br />a <br />d <br />Y <br />O <br />O <br />J <br />LZ <br />CL <br />N <br />c <br />0 <br />'Z <br />1 <br />00 <br />> <br />v <br />—I00 <br />A <br />CV <br />f` <br />ti <br />T.O.P.- <br />------ <br />HDRHGT.-____-- <br />2ndFIN. <br />T.O.M.------- <br />F.FL. <br />12 <br />q 5 <br />o z _J CJ CJ CJ <br />_-__----_ 2ndFIN. <br />----------------------------------------— — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — <br />ICJ / WEEP 1 12 PJ / WEEP FLR. <br />--------------------------------------------- — — — — — — — — — — — — — — — — — — — - - - - - - - - - T.O.M. <br />------------------------------- __________ __________ HDRHG <br />ROOF TO BE <br />CENTERED ON <br />DOOR <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=1'-0" <br />---------------------------� - F.FL. <br />LEFT ELEVATION - Al <br />SCALE: 1 /4"=1'-0" <br />N <br />00 <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 />Ir 0 <br />v <br />O <br />U <br />Z M <br />z � <br />z� <br />a <br />U, z <br />Cn (D <br />Cl <br />� w <br />(Pro <br />U — <br />O W <br />_( <br />(A <br />(a ~ <br />fh <br />U <br />m N <br />W <br />Cl) <br />pN� C"C Lo <br />= <br />C <br />Q N <br />¢rn <br />cil <br />7 <br />obi Q d <br />N N <br />co � <br />vt N <br />ZMz z <br />W — <br />' -ELL $ Z a <br />Z V-8. 03o d� <br />I In21 cC6 m m <br />Z Ern m <br />W N Q M A <br />o <br />e r '�S � • <br />� •'.cam <br />=� <br />J <br />�O. X� T <br />' ° <br />v �P, <br />•• •••'••.....••'• <br />�i <br />����`��'frn <br />I I I tI�`����•�� <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 sin 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />o <br />W� <br />2 Q <br />a <br />�zo <br />Z <br />Q <br />Z <br />W <br />to <br />"%LLJ <br />^, <br />J <br />W <br />i� <br />/ <br />2 <br />n <br />0 <br />Z <br />Q3 <br />Z <br />2 <br />W <br />0 <br />U <br />Q <br />°oo <br />QU_ <br />F <br />O <br />AL <br />LLJ <br />LL <br />fr <br />- 0 <br />19 <br />N <br />ZT; <br />W 4 r <br />Qa K <br />Z <br />Z <br />Q1~P <br />7'-� <br />C�o°c2 <br />J <br />rLn-1 <br />Ll..l <br />Q <br />Z8 <br />lJJ <br />Z� <br />Q W <br />� z <br />N <br />Ln <br />Z4 <br />m <br />0 <br />aW <br />X <br />f 1. <br />� <br />SCALE : AS NOTED <br />DATE : 8/8/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5ol <br />SHEET NO. <br />3.2 <br />