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TnKA -- <br />— -- F —r- 11_041— — — — — — <br />C <br />a <br />4`0'F-RtBGE-VENT -` , <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - B <br />14'-0" RIDGE VENT <br />1" x 9" SMOOTH <br />TEXTURED <br />12 <br />FREEZE BAND <br />577 <br />_ - - -- --� - - <br />- - — <br />7'-0" RIDGE VENT <br />8"x8" SMOOTH <br />12 <br />TEXTURES CORBELS <br />_ — _ _ �- _ _ _ - _ <br />- `-- <br />- 12 <br />5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF.--- <br />— — - <br />_ - - -- -� - <br />- - <br />SPECIFICATIONS <br />- - � <br />_ _ y <br />_ <br />r <br />T.O.M.- <br />- <br />HDR HGT. <br />1'-0" V-0" <br />01 <br />V-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />2'-0" <br />TEXTURED <br />(TYP.) <br />ap <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F. FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />SCALE: 1 /4"= V-0" <br />RIGHT ELEVATION - B <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 />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 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 />R703.6.3 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 />R703.8 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 />• 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 5th Edition <br />(2014) 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 o <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 verged 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 / SO. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA I FT. <br />"Formula. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT <br />-Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq- In Needed) / 86,25 = Amount of O'Hagin Vents Needed <br />(� <br />Z M <br />-0 <br />z� <br />z� <br />Q <br />J <br />a. <br />co z <br />un UI <br />4--d Ll, <br />� p <br />•U — <br />0LU <br />0 <br />U <br />u, <br />0) r`Vi M <br />c ru <br />E <br />asp—$ <br />c2 <br />Ooo <br />= ai <br />U <br />(D <br />LLL� <br />0)n o <br />0 <br />,C <br />Q rn <br />u7 't <br />rn Q o <br />A ' <br />B D. <br />N < 1 11 t <br />l <br />\\ ((IIyy]]`` t <br />, <br />;. <br />\\`\ O .• •?� <br />0 �; E <br />o <br />f <br />J� C <br />5 0 <br />f7 <br />LL Ji- <br />jy�✓✓ <br />c o �` <br />;a .a <br />. <br />Ge <br />;e�o��Po <br />• N O <br />Q] <br />•• <br />/ <br />W� �aFL5; <br />. 4\ <br />/`„�ES <br />alltloti:\ <br />o <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 Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />Z N <br />O N n <br />a--' O <br />C) <br />Ln M <br />M <br />Q -0 Lf1 <br />0. cn -,_, d- <br />v U_ to <br />CL ,-. <br />QG U CL o <br />Q <br />E u <br />Zfp <br />J <br />W <br />d- <br />J <br />0 <br />w� <br />' a <br />4J) <br />Z <br />O�Z� <br />>Z~ <br />6 QO0 <br />zOL,0 <br />Q <br />jE --. <br />T• 1 <br />L u <br />o <br />J <br />W <br />S= <br />>_° <br />Z <br />O <br />'"'� <br />l0 <br />� <br />z <br />t'O <br />U) <br />E <br />L <br />>_141 <br />I <br />0 <br />U <br />V) <br />'v <br />Q <br />0� <br />o <br />F <br />r4 <br />CD <br />L U <br />85 <br />u18j <br />N <br />0 <br />wo <br />Q <br />g��3 <br />z <br />N <br />cgs <br />J <br />r{ <br />W <br />z <br />Q <br />di <br />2: <br />a <br />Z <br />aUV <br />uJaF <br />Ln <br />N <br />m <br />Z <br />Z <br />tu <br />W <br />z <br /><G <br />rn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION N0. 10 <br />SHEET NO. <br />3.2 <br />