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Q <br />rn <br />ao <br />00 <br />N <br />W <br />v <br />C) <br />O <br />J <br />_LO <br />00 <br />I <br />00 <br />N <br />c <br />-o <br />-c <br />x <br />O <br />0 <br />J <br />P; <br />ib <br />I <br />rn <br />> <br />i <br />c <br />3 <br />a <br />rn <br />N <br />G <br />CL <br />E <br />0 <br />S <br />C <br />C <br />J <br />Wa� <br />LL <br />i <br />—loo <br />60 <br />e=1oo <br />00 <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.P. <br />2nd FIN. <br />----------- <br />FLR. <br />T.O.M. <br />12 <br />5� <br />12 <br />i <br />8'-0" RIDGE VENT <br />12 <br />12 <br />zz:::::�5 <br />-------1� ----------- <br />EXTENDED _j <br />OVERHANG TO BE <br />CENTERED ON <br />ao DOOR TEXTURED <br />r; CEMENTICIOUS <br />FINISH ON C.M.U. <br />25 SH 1 25 SH (TYP') 25 SH <br />F.FL.-------------------------------------- <br />12' RIDGE VENT <br />V-21" <br />4 <br />T.O.P. <br />HDR HGT. <br />----1— — — — — — — — — — — — — -------------------------------------------- <br />1 -011I n <br />2nd FIN. FLR. <br />T.O.M. <br />F.FL. <br />CJ <br />------------------------------ <br />CJ / WEEP <br />25 SH <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />25 SH <br />12 <br />�5 <br />------------------------------ <br />- ------- <br />1'-0" <br />Z-0" <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - Al <br />tt= 1 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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. 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 />CJ <br />C� <br />I, <br />��,`�1�!l9liiflfP <br />f. <br />r� <br />�• CJ ••� <br />dQ` <br />,•`` <br />a <br />n� CV <br />.� -1J <br />U <br />r <br />0 fi E 1 0r <br />e <br />�''►i��rt I j � i E1t�t���''` <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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