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0 <br />EO <br />T r1 KA — <br />c <br />a <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />8"x8" SMOOTH 12 <br />TEXTURES CORBELS 5� <br />�12 <br />T-O" 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 />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5 <br />REAR ELEVATION — B1 <br />SSE ,/>.-,..o. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. 1 1-011 1'-0 <br />01 TEXTURED <br />CEMENTICIOUS <br />TEXTURED FINISH ON C.M.U. 2'-0" <br />p CEMENTICIOUS (TYP.) <br />FINISH ON C.M.U. <br />(TYP.) <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />RIGHT ELEVATION — B1. <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 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 />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin 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 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 />O <br />O <br />—°- O <br />Z fO <br />Z <br />Q <br />13 <br />__J <br />CL <br />0 <br />tA Ur <br />Q) cn <br />w <br />•U - <br />w <br />0 0:f <br />0 <br />U <br />LU <br />®� <br />0M M <br />C @ COE <br />N a N <br />Ooo <br />nto1— <br />ar <br />U <br />.0 LL 00 <br />� <br />0 <br />� Y <br />Y iz <br />u7 <br />< 8) <br />a <br />rn o <br />A�a <br />B D. <br />►► <br />e <br />OF7 <br />So <br />J <br />ILL_ Z.� •�� <br />W_ <br />Q 15 <br />to <br />Z C 2,o•a <br />LL E °' 9 <br />-�ROFE. <br />e <br />W Q <br />�` <br />,w1 <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 (V <br />h <br />0 <br />ate-+ <br />00 <br />n>-i-� M <br />M <br />Q - <br />_5 <br />Q LL <br />Q � <br />M _1 <br />z <br />a C00 <br />z <br />z ro <br />WJ <br />d' <br />OZ <br />�Ln <br />Q <br />Za <br />g a <br />r� <br />VJ <br />z <br />wZ- <br />zoo <br />O <br />z W W Q' <br />tuz <br />Q <br />���-J <br />V..I <br />L0,0 <br />W R 0 <br />Ow~zo <br />m <br />_1 <br />LU <br />Z <br />> <br />LU <br />z <br />w <br />Q <br />z <br />�,ry <br />v) <br />14 <br />o <br />z <br />U <br />= <br />(� <br /><LU <br />�¢ <br />a <br />o� <br />oz <br />J <br />1 <br />LU <br />Ir <br />2 <br />U 0 <br />N <br />L. <br />a d <br />ZWoj <br />LUazaa <br />Q <br />p X 0 <br />Z <br />Z <br />r^-iao <br />Jdi <br />r-i <br />L j <br />Q <br />Z <br />w <br />a z <br />O <br />o z 0 <br />�u.I~ <br />z <br />d' <br />z <br />t <br />K <br />gO <br />Q <br />Q <br />J <br />LIJ <br />= <br />¢ z <br />r-1 <br />ri <br />d <br />Ln <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO, 10 <br />SHEET NO. <br />3.2 <br />