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T.O.M. <br />HDR HGT. <br />1'-0" <br />—1. <br />1 <br />12 12 <br />5� �5 <br />28'-0" RIDGE VENT <br />REAR ELEVATION - B1 <br />RIGHT ELEVATION - B1 <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 shalt 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 and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />•• <br />',tom •• <br />�•• <br />C� ' ,, ..• <br />PRO <br />��8138818888� <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. 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 />QO <br />V. O N CQ W <br />CODO O 0) (0N xk <br />V <br />0 <br />M N N C U.'� <br />M <br />' W N <br />Z <br />ao <br />� <br />03 <br />�a)0 �1m0 <br />IL <br />Z <br />O)roNp 60 <br />N Q co j <br />z <br />° � ❑O❑ <br />W <br />r <br />v N <br />z <br />p <br />M <br />z n <br />'o <br />Q <br />d N <br />v1 <br />M <br />z ° <br />o <br />�� <br />� <br />_ u_ <br />f� <br />w o <br />O <br />L. H <br />Ln <br />C o <br />o <br />t-- <br />U m <br />m <br />� <br />m E <br />00 8 <br />z1. <br />_w <br />U o <br />c <br />Q o <br />• <br />�Q <br />M <br />W <br />Z <br />C13 <br />M <br />J <br />U_ <br />z ¢ <br />N <br />w � <br />ON <br />0.. E <br />OVA <br />s� <br />on <br />No <br />XU <br />rz <br />o <br />jO <br />� <br />N <br />Wo <br />Z W <br />XLq <br />Wi <br />ro <br />2O <br />O <br />ZQZ <br />WmJZ <br />F ° <br />o� <br />0'0 <br />W <br />m <br />zz <br />ao <br />W <br />a 3 <br />C) <br />"� <br />J Z <br />0~ <br />J <br />o <br />v <br />aF <br />a <br />zla <br />Io <br />3 <br />C:N <br />0 <br />_ <br />> d' <br />W <br />c� <br />,= <br />T <br />i� <br />m <br />T <br />Y/ <br />�L <br />1 <br />O N <br />0 <br />T <br />�N_.r. <br />T v <br />r <br />LO <br />.1� T <br />0 <br />o Lo <br />T_ <br />T— <br />N <br />d <br />Z <br />Z <br />c <br />E O <br />E <br />� <br />:3 <br />a <br />U � <br />¢ p <br />_J <br />JOB <br />NO: <br />20-3565 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />