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12 <br />5� <br />1 <br />12 <br />�5 <br />ICI 1" x 4" SMOOTH <br />u TEXTURED <br />TRIM / BAND <br />R HGT. <br />1" x 12" SMOOTF <br />TEXTURED <br />FEE M,11�1111 1111 <br />F21 FRONT ELEVATION - B1 <br />12 <br />E <br />E <br />0 <br />x <br />LEFT ELEVATION <br />SCALE: 1 /4"=V-0" <br />------- T.O.P. <br />—_----- HDR HGT. <br />2nd FIN. <br />FLR. co <br />T.O.M. _ <br />HDR HGT. <br />F.FL. <br />- B1 <br />SCALE: 1 /4"=V-0" <br />19 <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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 contructions 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 />Is 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 verfied 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 SO. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA! FT. <br />" (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed)172 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) 19 = (Unear Ft. of Deck -Air Needed) <br />• O'HAGIN ale Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) I 8e.25 = Amount of O'Hagin Vents Needed <br />u7 <br />Z$ <br />z�z <br />a <br />J <br />a <br />V) 0 <br />� w <br />�V — <br />O LU <br />N = <br />120 <br />s <br />1 <br />i� ru � <br />U_ <br />o <br />mC <br />�� M <br />■ . <br />3 N <br />U_8 <br />.00 <br />Q rn <br />Ln <br />�i d <br />A <br />, <br />N C 9 D C <br />1 <br />BDo <br />gr.: <br />QZ <br />�, Q. ... <br />Lro _ p; �jOF�SS <br />W i;x f HiiIIEE <br />—:e <br />N <br />o <br />❑❑ <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z N <br />0 Nn <br />> M C <br />M <br />Q � 0 In <br />a N •i � <br />" M <br />rL r\ <br />V a00 <br />a§ E <br />Z (� <br />W� <br />_Jo <br />J <br />w <br />Za <br />o <br />Z <br />O <br />o�pyC9 <br />§U <br />F_ <br />C7 tOay J <br />O w <br />W <br />Om <br />L <br />^ <br />L l <br />J <br />w <br />w <br />o <br />z <br />z <br />o_ <br />(V <br />-0N <br />,I� <br />Y 1 <br />F <br />o <br />o <br />Z <br />z <br />W <br />v <br />= <br />Q <br />F <br />0z <br />O <br />o <br />uJQ <br />Q <br />a <br />Z <br />J <br />T-I <br />LL I <br />Q <br />Zc) <br />N <br />to <br />N <br />06 <br />z <br />Z <br />g <br />t <br />L <br />�J <br />rn O <br />,-a <br />a <br />= <br />cn <br />f <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAM ES <br />VERSION NO. 5w0 <br />SHEET NO. <br />3.1 <br />