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Im <br />w <br />HEEL <br />T.O.M. <br />HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />12 <br />5� <br />12 <br />5� <br />F.FL.----------`—---------------------- <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />�— INSTALLED AS PER MANUF. <br />�— SPECIFICATIONS <br />i, p„ <br />El[:] FL71� <br />0 El 177E] EIEI IF77 LJ <br />12 <br />�5 <br />15'-0" RIDGE VENT <br />FRONT ELEVATION - Al <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 contructions 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 1/300 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 />ch <br />M <br />�g <br />z <br />(D <br />t/) 0 <br />� w <br />_M p <br />w <br />O <br />I- <br />r�, <br />t%i <br />o 0 <br />Co t— <br />V <br />LU <br />N M <br />Ot N M <br />cli <br />® U <br />caam,d <br />O p <br />��00 <br />�Q00 <br />0 <br />mill cC <br />LO o 74 <br />rn Q o <br />® <br />x c,s Dc <br />y�yb ''•'�'(Or. <br />t <br />L <br />U <br />� .51 M L,L hl ja.S <br />m .-' 7 C U <br />N <br />• , <br />R.:' NJ <br />o� <br />E S �`A. a Ci •}�L`5K,1.•�`6 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />zo <br />0 <br />> U-) M O <br />M <br />Q Cn 'p Ll) <br />U.) <br />r2 <br />Q- LLLLL L!) <br />0� U aOC) <br />Q %.o <br />Zfo <br />W <br />JC:) <br />Oz <br />O <br />�Q <br />LLI <br />z a <br />a <br />cl)w¢�& <br />Z <br />"zo0 <br />O <br />Z W W <br />�a�z <br />a r o <br />■.. <br />oz <br />01 <br />W <br />aoz <br />> <br />T1 <br />u0i <br />1z <br />5 <br />a <br />Z <br />M <br />C: <br />Qo <br />a <br />o <br />= <br />p` <br />QLu <br />z <br />f—FO <br />o;� <br />o <br />J <br />z <br />¢ <br />O 0 v <br />O <br />w <br />�amc <br />z¢�a <br />fV <br />w`a`lza� <br />c�¢Q <br />Q <br />3 <br />o � � m <br />Z <br />a o <br />Z <br />W <br />r�--I <br />Ln <br />w � <br />c<9� <br />J <br />rlLLJ <br />,,,1¢-wo <br />!I,) `a, <br />ri <br />M <br />Q <br />Q <br />Z <br />°'~8 <br />ZWz <br />— <br />tua <br />m <br />g <br />T <br />z <br />4 z <br />O^i <br />` <br />.L <br />rl <br />d <br />cn <br />z <br />SCALE ; AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. <br />4v0 <br />SHEET NO. <br />3.1 <br />