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12 <br />5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />N <br />op E]EIDEIDEEID F1 F1 <br />FE71 El FE7:11711E El 1 D F 7 11 F1 _71 D F 7 11 FE7:1 7E 1 <br />In i <br />' z JCi <br />14'-0" RIDGE VENT <br />12 <br />5� <br />12 <br />�5 <br />---- HEEL <br />12 <br />5� <br />F4 <br />— T.O.M. <br />---------------------- <br />HDR HGT. <br />FRONT ELEVATION — Al <br />SCALE: 1 /4"=V-0" <br />12 <br />_\ 15 15'-0" RIDGE VENT <br />M <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />Tnnn <br />- - - - - - - - ----------------------------------------------------------------------------------------------------------------------------- - <br />1'-0' <br />TEXTURED <br />CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. <br />TEXTURED (NP•) <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />LEFT ELEVATION — Al <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 wi ndow/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 />r <br />i <br />• �•' <br />�:' <br />r'' SE <br />w <br />"�OFESSAO <br />dd)I!!lt <br />�e <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 <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 />H <br />E <br />8 N (p op <br /># <br />Lo <br />O <br />N (� co u_Q W <br />-6 <br />r u- J IL <br />Q <br />ajMM W <br />CL <br />Z <br />0 <br />13 <br />J 2 R' <br />o x o <br />I- <br />;°o X m <br />W <br />a <br />o a <br />U)IL <br />7' <br />LL <br />o <br />LO N M Z U J <br />W <br />V M a�- <br />Z pNp O <br />O Q <br />J <br />N <br />ry <br />N <br />M <br />,z,nn u- <br />l:J O <br />u. <br />MIMI <br />4—J <br />N <br />W <br />� <br />V <br />O-� <br />W g <br />C y <br />amp <br />U <br />W W <br />J e <br />L <br />?I <br />� <br />Q <br />c:, <br />M <br />W <br />z< <br />z <br />01) <br />2 <br />zo S <br />rj <br />cd <br />- <br />E ov <br />wo <br />� z' <br />� o <br />yo <br />� ® <br />c L <br />co .�= <br />w� <br />ro <br />_ <br />Xo <br />aQ <br />uo <br />0 <br />o< <br />ZN <br />O E <br />i <br />z <br />.o <br />Z <br />w <br />fo <br />c: <br /><o <br />z <br />U <br />m2 <br />o <br />o ' <br />z <br />c j aJ <br />- J <br />" 2 <br />a O <br />Q W <br />1 z <br />Z <br />oQ <br />go <br />a <br />W <br />2 <br />aLL <br />� <br />3 <br />>O <br />Milli! <br />o <br />3 <br />ozl< <br />a <br />ON <br />0 <br />= <br />J <br />> <br />co <br />0 <br />.... <br />d- <br />> <br />r <br />C <br />LL <br />m <br />co <br />C <br />T <br />d- <br />' �J+ <br />O <br />T <br />I <br />� <br />r <br />T <br />04 <br />i6 <br />o <br />Z <br />Z <br />E Q <br />co <br />N <br />ca <br />C <br />a <br />EC <br />c0 <br />¢ o <br />_° <br />JOB <br />NO: <br />20-8070 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />