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rR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />--------------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 12 <br />5F,�5 <br />&XTB E-D-- -- -------------- <br />OVERHANG TO BE _ <br />CENTERED ON DOOR <br />T.O.M. <br />-------- HDR HGT <br />----------F.FL. <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />12 <br />5F_� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />4' RIDGE VENT <br />12 <br />�5 <br />19' RIDGE VENT <br />_ T. <br />4_ <br />TEXTURED TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />11 2'-0" 01 FINISH ON C.M.U. FINISH ON C.M.U. <br />(TYP.) (TYP.) o <br />CD <br />------------------------------------------------------------------------------------------------ F.FL. <br />LEFT ELEVATION - Al <br />: 1 /4"=1' <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 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />a <br />0 <br />0 <br />0 <br />U <br />z z e <br />J M <br />d o <br />LL <br />X(AC9 <br />�U <br />�O — <br />w r <br />N C <br />�N � <br />8 <br />_ <br />U � <br />0C <br />N iO <br />N <br />�' :�.i 1 p o <br />Z <br />W N Z <br />, a a <br />W iV a �LLLc z <br />Z O -2fn�W 0 <br />0�1W <br />is :1 g a <br />L W a N Q <br />j � o <br />���llllll�I ❑ ❑ <br />\\\\ �oCif ,, <br />Q J�� N <br />AR O F E SS\�\ N,\ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />O <br />M <br />w <br />w <br />Z <br />LL <br />E <br />c E <br />o <br />�ffi <br />� <br />-0 <br />� <br />>T <br />go <br />�e <br />E U <br />0 <br />`O <br />x <br />oa <br />UO <br />0 U <br />z <br />E <br />N <br />aU <br />oaZ <br />¢p <br />�w <br />ro <br />C <br />Z2z <br />U <br />p2 <br />m s <br />o <br />Z <br />Oz <br />z <br />Qi <br />Q W <br />ID 3 <br />ow <br />�LL <br />1° <br />V <br />a <br />Nz <br />W <br />�3 <br />NLL <br />� <br />o <br />w� <br />>i <br />a <br />cfl <br />C O <br />O <br />> M <br />nL' <br />W <br />■ r• <br />> <br />T' <br />0 <br />Q <br />o <br />CCL <br />CV <br />m= <br />� <br />o <br />/t— <br />C <br />o <br />_ <br />L <br />/� <br />Y / <br />• r• <br />C4 <br />,- <br />I <br />r <br />ui <br />ZE <br />M M CV <br />T <br />o <br />Z <br />Q mc <br />0 <br />c <br />a <br />U � Q 00 <br />1 <br />JOB <br />NO: 19-5336 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />