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0 <br />00 <br />c <br />a <br />1 " x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />Tt7M — <br />off <br />12 <br />5� <br />12 <br />T-0" RIDGE VENT 5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <br />14'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />----------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 <br />REAR ELEVATION - B. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. — — T — — <br />SPECIFICATIONS <br />T.O.M. <br />—--------- <br />HDR HGT. 1'-0° —V-0" <br />-- —— — — — — — — — — <br />--------------------------------------------- <br />---------- ------------------ <br />01 1'-0" <br />TEXTURED <br />CEMENTICIOUS 2'-0" <br />TEXTURED <br />FINISH ON C.M.U. <br />0 CEMENTICIOUS (TYP') <br />p FINISH ON C.M.U. <br />(TYP.) <br />R FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />RIGHT ELEVATION - B <br />SCALE: 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 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 / SQ. 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 SQ. IN. OF NET FREE AREA / 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 SQ. IN. OF NET FREE AREA / VENT <br />*'Formula: (Sq. R. Soffit Needed) x 7 = (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed <br />0 <br />O <br />— o <br />0 <br />Z s° <br />z� <br />Q <br />O <br />co z <br />O <br />Q) C <br />(DIM <br />w <br />U — <br />O W <br />I— <br />E <br />0 <br />mr <br />w <br />m m <br />F- E <br />—coi <br />m-0M <br />N <br />Oo0 <br />= cD <br />U <br />t ILL 00 <br />0 <br />i m <br />�c <br />U)o0 <br />rn 0 v <br />o <br />Q rn <br />-ItCL �- <br />rnQ o <br />A <br />B D® <br />N C B D C <br />! .`` sE.f <br />N <br />'cc LO <br />o \7-0) `, "' N <br />•° Wit_ <br />Z <br />s� � m <br />. <br />W= N <br />�a <br />a. ° <br />LIE <br />zi0 `m�=° : <br />J>rn <br />oV¢ <br />.w o <br />0z O r•.. <br />LL 04 CNI <br />W <br />es <br />f#t611�< <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 5th 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 t'V <br />O a� <br />1'-1 4—J C:) <br />C:) <br />M <br />1> <br />a�� <br />z <br />C) <br />Q LL <br />fl" <br />QU 00 <br />Z <br />W O <br />W J� <br />0z <br />�0 <br />32 <br />w <br />z a <br />�//�� <br />VJ <br />f ~ <br />z <br />� Q Q. a <br />Oz00 <br />z <br />_ <br />U z Q <br />=owz <br /><Lu <br />T� <br />> <br />W <br />pwo <br />W <br />mZo <br />J <br />oZ <br />z z <br />w <br />yo <br />az <br />T� <br />� <br />g <br />1---0 <br />0 <br />d <br />M <br />U) <br />n3 <br />o <br />O <br />> <br />C:Z <br />J Q <br />fu <br />Lu <br />oz <br />a <br />�Y0 <br />0 <br />W <br />Wood <br />a <br />*k <br />N <br />z�� <br />Lu <br />- <br />Qg1--2o <br />Z <br />N <br />Woo <br />�dWoZ <br />w <br />J <br />Lf) <br />r--I <br />W <br />aLL2, <br />v> o 8 <br />CW <br />G <br />Q <br />w <br />O Y <br />H <br />M <br />W <br />Q <br />Z <br />Z1,0 <br />Q�Z <br />Cy <br />M <br />^ <br />z <br />T tu— <br />U z <br />J <br />O <br />�T <br />LJ <br />LL <br />U <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION No' 10 <br />SHEET NO. <br />3.2 <br />