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c <br />0 <br />C, <br />0 <br />rn <br />t ' <br />I F <br />rn <br />-n <br />-C <br />0 <br />0 <br />0 <br />0 <br />J <br />00 <br />00 <br />u7 <br />I <br />O) <br />L <br />v <br />_ <br />i <br />a <br />N <br />0 <br />a <br />E <br />0 <br />O <br />C <br />J <br />co <br />Lam. <br />U <br />v <br />0 <br />i <br />U <br />N <br />O <br />a <br />i <br />a <br />0 <br />=a <br />U <br />J <br />ti <br />0 <br />M <br />W <br />0 <br />0 <br />0 <br />iL <br />O� <br />C) <br />N <br />N <br />0 <br />W <br />Ei <br />HEEL ----- <br />N <br />T.O.M. <br />HDR HGT. _ <br />9 <br />60 co <br />co <br />F. FL. <br />1I-Olt--1--1- - -- <br />12 <br />5� <br />4'-0" RIDGE VENT <br />12 <br />5F:::� <br />-J--------------------- <br />-- <br />Z-0" <br />12 <br />�5 <br />T.O.M. <br />HDR HGT. <br />— EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED o <br />CEMENTICIOUS - ' <br />FINISH ON C.M.U. 00 °O <br />(TYP.) ED <br />25 SH 25 SH <br />5068 SGD <br />F. FL. <br />16-0" RIDGE VENT <br />-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />;Z�5 <br />--------------------------------------- -- - - -- <br />11-011 <br />TEXTURED 2-0 <br />CEMENTICIOUS 10 <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />RIGHT 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 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 />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 11300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />—CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA SQ. FT. <br />L3 <br />0 <br />ca <br />CD 2 <br />z N O <br />z� <br />1 M <br />d N <br />E3 <br />M <br />V) z a <br />o <br />'!lirwmm <br />a) U <br />r1 Cn Y <br />(� w 0 <br />n <br />U � a <br />O w H <br />V) E <br />� o <br />�N 8Ilk <br />Jim <br />U m <br />W <br />T E <br />a 8 <br />Ala <br />U 'o y <br />¢ <br />° <br />10 <br />_ <br />�m <br />N N <br />o� I <br />NN ooN o I w z <br />Z w <br />Q <br />LU ti c, ( z a <br />LU 4j_ w 3 <br />ozoA, <br />a� •�cJ� CpY <br />/ <br />C) <br />O � <br />' <br />ftr tii113t1i <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 Florda 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 />co <br />w <br />co <br />M <br />y¢ <br />zo� <br />2 <br />U_ <br />Q E <br />o <br />zo <br />zN <br />z® <br />tm <br />o <br />= ° <br />°o <br />O E <br />N <br />�° ¢ <br />ao <br /><o <br />rr <br />dz <br />C <br />C <br />Z <br />Y <br />m� <br />O <br />O <br />Z <br />U) <br />N <br />'o <br />g o <br />� <br />d <br />oLLLL <br />a <br />N~ <br />mi <br />w <br />2� <br />> =°x <br />o <br />co <br />v <br />zl< <br />a <br />° 3 <br />C O <br />N <br />L <br />> <br />�L <br />O <br />■ — <br />r <br />O <br />U) <br />O <br />Q <br />C U <br />N <br />m <br />� <br />W <br />O <br />r <br />d7 <br />o <br />. _ <br />r <br />It C:)U-) <br />2 O <br />T <br />r <br />ai <br />oo <br />r M N <br />o <br />M <br />O ai <br />z <br />Z <br />= O N <br />E <br />f6 <br />C <br />d <br />O a fD <br />U J Q 0 <br />N <br />J <br />JOB <br />NO: 19-5897 <br />SCALE: AS NOTED <br />SHEET NO. <br />3.2 <br />