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r <br />n <br />c <br />a <br />WPM <br />-------------- <br />F1 <br />F2 <br />F4 <br />F5 <br />E FL7:1117-1 D <br />171 7E] 7D Ell <br />1"x10" SMOOTH <br />TEXTURED BAND <br />TEXTURED FINISH <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />12 <br />5� <br />16'-0" RIDGE VENT <br />3'-0 RIDGE VENT <br />12 <br />�5 <br />— T.O.P. <br />T.O.M. <br />T-1----------------------------------------------------------------------------------------------------- 1_$� HDRHGT. <br />10 <br />TEXTURED <br />- ' <br />CEMENTICIOUS o <br />o <br />FINISH ON C.M.U. 00 ao <br />{TYP) � <br />25 SH 25 SH <br />---------------------------------------------------------------------------------------------------------------------------F.FL. <br />LEFT ELEVATION - Al <br />CS <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 at 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 SQ. IN. OF NET FREE AREA / SQ. FT. <br />M <br />M � <br />T <br />o <br />71E3 <br />J M <br />0 <br />Li <br />0 <br />4--J (6 <br />LLJ <br />® Q <br />O � .Tm <br />Ln � e <br />Ln <br />f— o <br />u n <br />w <br />o g <br />U 0 <br />• <br />Q rn 0 <br />�m <br />.N. N <br />o W z <br />N Z <br />N <br />V4 4 W <br />ED >=moo z <br />Q ° o <br />Z_ =- aq <br />.. w) 9 C N O } <br />fIf <br />LL <br />W <br />*N o 4k <br />�a <br />♦`�'\ <br />' <br />c_44 <br />"�OFESSko <br />4�0 <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. 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