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R� <br />!I co <br />=cl <br />W. <br />co <br />rl- <br />ti <br />T.O.P.------- <br />HDRHGT. <br />2nd FIN. <br />T.O.M.------- <br />HDRHGT. <br />F.FL. <br />12 <br />5� <br />12 <br />�5 <br />i <br />o _Z � 0 CJ CJ CJ <br />N�U)= <br />2nd FIN. <br />----------------------------------------— — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — <br />_-------_ <br />CJ / WEEP 12 PJ / WEEP FLR. <br />T.O.M. <br />--------------------------------------------- -- ----------- <br />------------------------------- _---------HDRHG <br />ROOF <br />CENT BE <br />-------------------- <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 r-0" <br />--------------------------- F.FL. <br />LEFT ELEVATION - Al <br />CV � <br />00 <br />19 <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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 contractions 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 />0 V <br />Z o <br />Z tO <br />z� <br />a <br />v, z <br />to 0 <br />� N <br />w <br />'U — <br />Ow <br />r~ <br />� <br />i� <br />CD <br />W <br />~ <br />&cM <br />c m rMi <br />Ooo <br />=9? <br />t LL. % <br />�a n <br />�� <br />All <br />d <br />N N <br />� � N <br />ZZ z <br />U) <br />ED <br />� Z O4< <br />¢`0 <br />Ali- <br />IZ <br />i� /d a <br />0 <br />�.� <br />�T ••M <br />1. <br />e'• <br />F <br />i,',, L <br />oR O F E S S\ • \\\`\` <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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />o <br />w <br />�a <br />S <br />�F <br />uJ C <br />O <br />god" <br />Q <br />Lu <br />K J <br />W <br />LU <br />z <br />z <br />W <br />0 <br />-� <br />z <br />U <br />= <br />''^ <br />y / <br />< <br />CC <br />Ro <br />Pon <br />w <br />CV <br />l V <br />gg� <br />a <br />QC <br />Z <br />Z <br />J <br />^£ <br />T"t <br />Ln <br />W itLL. � <br />r-1 <br />LJ.I <br />Q <br />Z" <br />j <br />08 <br />~ $ <br />�a <br />N <br />ZS <br />0 <br />00 <br />� <br />= <br />a <br />n <br />+-11 <br />0- <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSIC <br />VERSION No' 5ol <br />SHEET NO. <br />3.2 <br />