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—Ia0 <br />EO <br />CV <br />T.O.P.______ <br />1'-0" <br />2nd FIN. FLR. <br />T.O.M.______ <br />F.FL. <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.P. <br />1'-0" <br />2nd FIN. <br />— — — — — — — — — — — <br />FLR. <br />T.O.M. <br />12 <br />5[:::� <br />------- <br />------------ <br />------------ <br />01 <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON <br />DOOR <br />25 SH <br />F.FL. <br />6'-0" RIDGE VENT <br />8'-0" RIDGE VENT <br />12 <br />Z�_5 <br />TEXTURED --/ <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />25 SH (TYP') 25 SH <br />— — — — — — — — — — — — — — — — — — — <br />4' RIDGE VENT <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"=1'-0" <br />RIGHT ELEVATION - B1_ <br />1 /4"= <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 11150 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 SQ. IN. OF NET FREE AREA/ UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />0 <br />CO <br />0 <br />M V1 <br />() <br />z N � <br />4 <br />n. o <br />N 2 <br />� � a <br />1 l <br />r � Y <br />� <br />O e <br />c/) � e <br />Ln <br />o <br />Oft <br />� � <br />c� m <br />Lr CD <br />'- 0 8 <br />I <br />x <br />Q <br />m <br />�z o� <br />H E� <br />w a <br />AZ/ 1 _Z?z0 <br />ii „2y W <br />LU _ m 'LO <br />W .Q <br />c.i a a, � 0 3 <br />Z 0 moo¢ <br />LLZ N � E'�� <br />W Q ;' j 6 llfr®/ o <br />d <br /><• <br />' � <br />0-01 <br />•,• <br />_a <br />� o OFESS\ ` <br />/,//'111Ii1111n0'k <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 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 />O <br />C <br />w <br />Mz <br />z <br />z <br />z <br />U.-zov5 <br />O <br />oCEF ° <br />>m <br />k <br />z® <br />ca r0 <br />_ <br />u = <br />R� <br />U <br />o a <br />�coi <br />O <br />EH <br />C:)Qz <br />i <br />¢o <br />wz <br />M <br />z <br />I <br />m� <br />o <br />al J <br />j <br />i <br />� <br />zo z <br />N i <br />!Z <br />U <br />pgd <br />11 <br />fir <br />o <br />a <br />� w <br />~¢ <br />�z <br />Y <br />=3 <br />H <br />L = <br />IIIIIIIII' <br />o <br />7 CD <br />u <br />za <br />10 <br />i 3 <br />�O <br />0 <br />.y <br />> M <br />L <br />.� <br />O <br />O <br />C:) <br />co <br />m U <br />~ <br />^, <br />W � <br />(nco <br />00 <br />•— 0 o <br />00 <br />N <br />'t <br />2 c� LO N <br />r <br />z <br />co <br />O ccr) CV <br />o <br />Z <br />E <br />cv <br />c <br />E <br />U 1 Q p <br />J <br />JOB <br />NO: 19-5890 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />