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50 <br />c <br />0( <br />12 <br />5� <br />T_O_M_ — <br />--�—---- <br />1 r—On — — — — <br />12 <br />�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <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 />REAR ELEVATION - A <br />SCALE: 1 /4"=V-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />M. <br />15'-0" RIDGE VENT <br />14*-0" RIDGE VENT <br />12 <br />:!�5 <br />T.O.M. ---------- <br />HDR HGT. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />1'-0" <br />TEXTURED TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />FINISH ON C.M.U. FINISH ON C.M.U. 2'-001 <br />(TYP.) (TYP.) <br />F.FL.--------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------ <br />RIGHT ELEVATION - A <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 save 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 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 SO. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear 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) / 86.26 = Amount of O Hagin Vents Needed <br />(Dtp <br />Z o <br />— o <br />Z cc <br />Q <br />"_J <br />CL <br />Z <br />0 <br />Cn (D <br />Q) N <br />+-� L U <br />p <br />Du <br />O LU <br />E <br />0 <br />mn <br />U <br />LL <br />— cot <br />WW ~ E <br />�M <br />0) CM <br />M <br />N04 <br />O o <br />= 4) <br />C) <br />0 <br />L IL. 00 <br />7 <br />mar; <br />¢ tM <br />ov <br />�i<0 <br />A <br />a <br />1 <br />Do <br />hCeDC <br />IV <br />SRO W /V <br />LO <br />`�� <br />4t�lz' <br />Z c a <br />•�• W <br />v <br />i W N O <br />L L11 <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 cV <br />0 4a) <br />Q .53 %D <br />0 <br />> J.) <br />M <br />Q -� Ll� <br />z <br />in ON <br />(1) LL <br />0- n <br />CC V fu <br />Q E' 00 <br />z <br />WJ C:) <br />oZ <br />LU <br />Z.. <br />C <br />z <br />a� <br />f H <br />�Zso <br />O <br />zowu <br />iz <br />Q <br />t9lfW <br />zz <br />TI <br />W <br />m�© <br />_J <br />W <br />z2 <br />>0 <br />r� <br />aZ <br />O <br />M <br />0 <br />o <br />�g <br />o <br />> <br />C: <br />z <br />U <br />w <br />LU <br />OZ <br />LU <br />OU <br />V Ow <br />LU QQQfu Q <br />Oce <br />Q <br />Z <br />fV <br />o <br />0 o <br />Z <br />LL1 <br />J <br />N <br />Ln <br />rl <br />Li <br />LLJ <br />a�� <br />< <br />Eaa <br />Q <br />QLLJ <br />Z <br />adz <br />Z <br />dz <br />Jp <br />m <br />� <br />= <br />air <br />UJ <br />,-t <br />a <br />(All <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />