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3 <br />v <br />x <br />m <br />rn <br />r\ <br />c <br />S <br />N <br />C) <br />J <br />M <br />00 <br />I <br />rn <br />x <br />rn <br />O <br />00 <br />0 <br />O <br />L0 <br />r'M <br />LO <br />00 <br />I <br />rn <br />N <br />'O <br />/ <br />rn <br />c <br />3 <br />E, <br />Q <br />rn <br />N <br />a <br />E <br />H <br />N <br />E <br />O <br />FO <br />O <br />C <br />J <br />a� <br />V <br />yL+ <br />U <br />i <br />i <br />U <br />i <br />i <br />0 <br />O <br />0 <br />J <br />LZ <br />rn <br />N <br />0 <br />N <br />a <br />0 <br />a <br />rn <br />N <br />M <br />0 <br />0 <br />o <br />o: <br />m <br />0 <br />12 0 12 5 <br />5� <br />� I I <br />F1 <br />(+1") 6" SMOOTH I I <br />TEXTURED BAND <br />MILEbo <br />CD <br />FE Mimi ININI <br />W _0 _0 _0 _0 --- 1-1 <br />12 <br />5� <br />- - <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />FRONT ELEVATION - B1 <br />24'-0" RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />- - T.O.M. <br />HDR HGT. <br />25 SH 25 SH <br />L--------------------------------------------- F.FL. <br />LEFT ELEVATION - 131. <br />11 <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 />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc andlor stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />•r <br />•� <br />` <br />. <br />J <br />0' <br />F�-O�, <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />F <br />Q <br />d E �cop 0 <br />O N N i# <br />�Q <br />M N m S N <br />r- ,j lJL <br />r- a) W <br />® <br />H <br />..�.. 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