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a <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.0.M.------ <br />12 <br />5� <br />4' RIDGE VENT <br />12 <br />5 HEEL <br />— <br />-- — — — — — — — — — — — — — — — — <br />12 <br />�5 <br />T.O.M. <br />--------HDR HGT <br />F.FL. <br />1 ___j <br />----------------------------------------------------------------------------------------------------------------------- <br />I <br />2'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />i <br />— — — — — — — — — — — — — — — — — — — — — — — — — —i— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - Al <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 />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 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 />R703.7.3 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 />R703.4 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 6th Edition <br />(2017) 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. <br />" (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = 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) 19 = (Unear Ft. of Dock -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) / e6.25 = Amount of O'Hagin Vents Needed <br />CD <br />Z M <br />z <br />z <br />J <br />ri <br />Z <br />W <br />Ln 0 <br />tN <br />O LU <br />Ln <br />(/) <br />e <br />i� \J <br />_o 0 <br />m N <br />M <br />LU <br />E <br />W W oa <br />= <br />� M <br />= N <br />L 6L. CAD <br />iti <br />¢ <br />Ln O v <br />�i a o <br />A1 <br />B <br />D. <br />.a.o.0 <br />W <br />� <br />. c• <br />d.b <br />J,23J <br />f <br />lL•U <br />' <br />d 6 <br />)MP <br />i � U1(�AQ <br />2 <br />To the best of the Engin wledge, In ,and <br />t` fined <br />belief, the structural plans a�g <br />N <br />within these drawings compty with t 17 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />N <br />Z <br />0 W N <br />t> U.) <br />M <br />Q V •(0 In <br />fZ. to •,_ d- <br />zCL <br />HL_ LL Ln <br />oC V p• <br />Q00 <br />z § E <br />Z <br />W <br />CD <br />J CD <br />Cr <br />z g <br />a <br />z <br />O <br />I <br />F— <br />Q <br />Mw <br />it <br />LU <br />J <br />g <br />� <br />WV <br />g <br />W <br />Lr) <br />VJ <br />V <br />= <br />Q <br />o <br />O <br />Cr <br />�gH <br />ILL <br />Q <br />Z <br />�' <br />T—I <br />Luc <br />J <br />Ln <br />--I <br />ILJ.1 <br />Q <br />Z <br />N <br />k <br />m <br />N <br />00 <br />Z <br />g <br />L <br />LLJ <br />p <br />SCALE : AS NOTED <br />DATE: 1 /31 /2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />3,1 <br />