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T.O.P. <br />HDR HGT. <br />—1co <br />1" x 12" <br />0° <br />CV <br />r- <br />SMOOTH <br />TEXTURED <br />TRIM / BAND - <br />2nd FIN. <br />r5ty <br />d' <br />_ <br />FLR. <br />T.O.M. <br />— <br />HDR HGT. <br />11 <br />z <br />00 <br />n <br />C" <br />N <br />I <br />CN <br />N <br />'v <br />Do <br />0 <br />0 <br />J <br />rh <br />N <br />02 <br />00 <br />F.FL. <br />12 <br />5F:�_ <br />12 <br />�5 <br />-FRONT ELEVATION <br />4 - <br />TmTfl <br />1 DECORATIVE SHUTTER <br />- Al <br />SCALE: 1 /4"= V-0" <br />T.Q.P. <br />HDR HGT <br />_lco <br />N 00 <br />2nd FIN. <br />FLR. M� <br />------- T.O.M. �. <br />HDR HGT. <br />bo <br />i <br />bo <br />i` <br />F.FL. <br />LEFT ELEVATION - Al <br />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 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 contructions 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 />7a_ M <br />0 <br />z <br />J <br />V) 0 <br />� w <br />•U — <br />w <br />.E <br />0 <br />C� <br />o <br />U <br />W <br />1— <br />N M <br />C f0 M <br />$ <br />O o0 <br />y UUsM00 <br />o@ <br />0 <br />Q r; <br />¢m <br />ch¢o <br />Al 'BID <br />® <br />V in <br />5� <br />P <br />���? <br />�s,�6'®�.� <br />C- <br />CO�, <br />o �� <br />� 1.• <br />N > <br />Lal <br />64iL ,01 <br />k <br />•a <br />• _ Ct <br />A'' <br />{ Q �tl y= a• <br />J� �1 <br />To the best of the Engineer's �� Ib nformation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />0 <br />Z c11 <br />O a) N <br />��o <br />�O <br />H J) M <br />M <br />U <br />Q <br />LL <br />� <br />IY U a 00 <br />Q <br />E <br />Z <br />W <br />J <br />J <br />�z <br />c <br />Z a <br />h <br />�a <br />z <br />U z 8 0 <br />_0 <br />Zuz� <br />�z <br />0LH wb <br />O y LL N <br />W <br />0~7 W <br />O <br />} 0 <br />W <br />Z <br />��/ <br />LL <br />W <br />a <br />z <br />N <br />Q <br />n 3 <br />L0 <br />O <br />l V <br />z <br />0 <br />U <br />z <br />�z <br />a <br />Lu <br />LU9 <br />Q <br />fro <br />U <br />O <br />W 0 <br />ZaOa <br />N <br />L <br />WU4z� <br />�a¢3 <br />Q <br />z0 <br />z <br />WD�2 <br />z <br />W <br />Ll') <br />a <br />W <br />8,g� <br />� ~ <br />M <br />Q <br />z <br />W Z <br />k <br />N <br />z <br />z <br />00 <br />06 <br />� <br />_ <br />�a z <br />LU <br />.--1 <br />a <br />t O <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />3.1 <br />