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0 <br />HEEL <br />12 <br />5� <br />12 <br />�5 <br />T.O.M. F4 <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5� <br />F.FL. <br />- -----------I--------------------- <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />F30 INSTALLED AS PER MANUF. <br />_ SPECIFICATIONS <br />I0" <br />- -- - - - - - - - - - - - - - - - - - - - - - ---1�---- <br />F711i i El FD7 - <br />FRONT ELEVATION - Al <br />12 <br />�5 <br />SCALE: 1 /4"=1 '-0" <br />15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />6" FASCIA <br />(TYP) <br />TEXTURED _ <br />CEMENTICIOUS °O <br />FINISH ON C.M.U. <br />(TYP.) <br />-----------I [— F.FL. <br />LEFT ELEVATION - Al <br />SCALE: 1 /4"= V-0" <br />M <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 and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />11111 <br />109 <br />Z ,.) <br />1% *1 <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />WIt <br />Q <br />co fJ <br />ID <br />co <br />C, <br />N <br />Ci <br />O <br />O N N C <br />J <br />'n N u- <br />-, <br />Q <br />. <br />_ <br />.-J <br />3 <br />, <br />LL _ a <br />Q <br />Z <br />LL. 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