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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />V x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />1'-0" <br />7-9- <br />12 <br />5� <br />12 12 <br />I I <br />5� 5 <br />------------- <br />—(��}-------- <br />1" x 9" SMOOTH <br />TEXTURED <br />6-0 <br />.������ <br />HEAD/BAND <br />— <br />4' RIDGE VENT <br />12 1" x 7" SMOOTH <br />n TEXTURED <br />5 SILL/ BAND HEEL <br />4'-8" a, <br />— — T.O.M. <br />I <br />_I--------HDRHGT. <br />-------- <br />� 1 <br />0 <br />bo <br />io <br />1"x 7" SMOOTH <br />TEXTURED <br />SILL / BAND <br />F.FL. <br />FRONT ELEVATION - Al <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON G.M.U. <br />(TYP.) <br />12 <br />;Z:::�5 <br />SCALE: 1 /4"= V-0" <br />19' RIDGE VENT <br />— — T.O.M. <br />1'-0" <br />TEXTURED q <br />CEMENTITIOUS co <br />FINISH ON C.M.U. <br />(TYP.) <br />---------I ----------- F.FL. <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 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 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT, <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 />�1. <br />I <br />, <br />10 <br />_aOWN <br />SE <br />Z <br />N <br />i <br />•' F i,.0 <br />R <br />O F E S S\O, <br />lullllliiil� <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 />W <br />Q <br />S� <br />8 r� Co <br />O N # <br />N <br />0 0 0 CD0 J J <br />m N N IU LL. LL. <br />y CON <br />a <br />ai m u_ a s 0 <br />Z> <br />Y <br />aZ O <br />a CD � F <br />O•. <br />wN� m m O 0 <br />ILW <br />2ET;, Boa- <br />7'LL <br />V N QO � NQmZ U <br />a <br />I— <br />93 <br />U <br />Z � o <br />Z <br />z � <br />Q M <br />d N <br />WV1 <br />_ M <br />z <br />o <br />0 <br />t>3 <br />U <br />u 0 <br />$ <br />'� • <br />0 <br />o <br />o <br />Oft <br />win <br />U M <br />E <br />O q <br />zl <br />=w <br />U 0 <br />• <br />n <br />Q 0 <br />w <br />M <br />z¢ <br />g <br />z <br />J <br />LJ_ <br />Q <br />us <br />w <br />I <br />Q <br />o <br />E v <br />¢0 <br />=® <br />oa <br />WK <br />I— <br />�o <br />¢ <br />0 <br />U <br />Z <br />O <br />CIt <br />oY <br />-Z <br />ro <br />N C <br />o <br />U <br />N <br />m <br />o <br />Z <br />Z <br />i <br />v <br />m <br />W <br />z <br />O <br />R <br />a= <br />01 <br />3 <br />yM <br />> M <br />� <br />ui <br />rn <br />m <br />O <br />W <br />' <br />r <br />^ <br />' <br />O <br />(0 <br />n <br />W m <br />= <br />O <br />N <br />O <br />CY) <br />Lnt-- <br />Ln <br />00 <br />Ln <br />T_ <br />cC0 N <br />r <br />4i <br />T <br />w <br />CM <br />0 <br />z <br />M M <br />E Q <br />y <br />z <br />c <br />d <br />U <br />Q p <br />JOB <br />NO: <br />20-0565 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />