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(+1") SMOOTH <br />TEXTURED BAND <br />72,1 <br />DECO. �LOUVER <br />10" <br />e <br />O <br />-- 5" <br />ADD 2" WHEN <br />INSTALLED IN <br />STONE <br />KEYSTONE DETAIL <br />L <br />SMOOTH <br />TEXTURED <br />BAND <br />SMOOTH <br />TEXTURED <br />BAND <br />3 COLUMN DTAIL <br />H <br />2 <br />0 <br />W <br />3 <br />z <br />-1/ HIC J—t <br />1 <br />M <br />1/2 OF <br />WINDOW WID <br />3? <br />4 DECO. SHUTTER <br />2" <br />N <br />co <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM / EPS MATERIAL IS ACCEPTED <br />5 WINDOW SILL <br />T <br />NW.09�1080_19 <br />I 'oil <br />FL <br />I I I I <br />AV <br />• UI ( I I <br />F11 I'I <br />IM! IWI IMI IMI IW! IWI IWI I <br />5 <br />12 <br />5[::� <br />r " <br />210 TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />24'-0" RIDGE VENT <br />K7 <br />25 SH 25 SH <br />--------------------------------------------------------------------------------------------------------------------- <br />FRONT ELEVATION - B <br />T.O.M. <br />HDR HGT. <br />F.FL. <br />SCALE: 1 /4"= V-0" <br />ME <br />�� <br />LEFT ELEVATION - B <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 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 SO. 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 />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />" (Sq. R. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of UHagln Vents Needed <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) / 9 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. 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 />Z o <br />—0 <br />z�Z <br />Q <br />a <br />t� z <br />t/') UI <br />v3 <br />LU <br />�U — <br />ro <br />O LL <br />E <br />Lv_ <br />'^ <br />(1I t- <br />o <br />C)(10 M <br />U <br />fY] 0- <br />M W <br />LLt <br />F..� O <br />—8 <br />C flf co <br />T :2 M <br />Ooo <br />al <br />U I� <br />0 <br />Y <br />Q0 <br />LO <br />Sao <br />A1 <br />B D. <br />NC-B -DC <br />V <br />., <br />cc <br />N <br />0. <br />U) N . f s J <br />ull. E 'N 'A'• <br />�i <br />LU Z <br />O a 0 ` (�CIL e�_? <br />O;" <br />W r ESS`0 <br />1F;��s <br />f-- <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 />1I <br />0 <br />0 <br />z cV <br />O N <br />0 <br />I --I !_' C:) <br />t>-�(f)MO <br />aUe'v`0 <br />cLu U_ L(i <br />0Y U fl- 0000 <br />Q <br />E <br />ry <br />z <br />WJ C:) <br />oZ <br />0 <br />35 <br />w� <br />za <br /><a <br />z <br />zgo <br />Z�W� <br />0 <br />Lr-�_ <br />F- <br />Cyy7�Wz <br />uq <br />R � J <br />�� <br />1YQ <br />K <br />K <br />O <br />Co o <br />LU <br />o� <br />zz <br />o <br />W <br />¢ <br />2:z <br />W <br />g <br />O <br />; <br />T� <br />o <br />U <br />Q <br />OZ <br />o <br />Xp� <br />d.2 -. <br />ILL <br />oaoa <br />Z a <br />Q <br />you, <br />zo <br />Z <br />Z <br />t1J <br />N <br />U) <br />o,o <br />it z <br />� <br />W <br />o W o <br />(V <br />M <br />2:Q <br />Q <br />Z <br />��8 <br />z <br />a LA <br />m <br />O <br />_ <br />az <br />uJ <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />3.1 <br />