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c <br />TX <br />Tnnn — <br />--�— �,_0„------ <br />12 <br />5� <br />12 <br />5[::::� <br />14'-0" RIDGE VENT <br />-------- — —----------- <br />-------------------------------------------- <br />1'-0" <br />TEXTURED <br />CEMENTICIOUS <br />o. 2'-O" FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <br />5 <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 />15'-0" RIDGE VENT <br />REAR ELEVATION - Al <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />I TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />— (TYP.) _ <br />ao <br />zo <br />------------I----------- —-----------------------------------------------t]----------------J----F.FL. <br />--------------------------------------------------- — <br />M <br />LEFT ELEVATION - Al <br />E: 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 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/ SQ. 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 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 />zo <br />—0 <br />z <br />Qlob. <br />III <br />J <br />rz <br />V� UI <br />cn <br />w <br />Q <br />'U — <br />w <br />O C <br />= <br />M <br />� <br />o <br />to <br />C/i <br />o 0 <br />U <br />W <br />F_ E <br />aim — <br />`0) M M <br />C t0 co <br />mac0 <br />O `04 <br />o o <br />_ � <br />U <br />sLL00 <br />Id o <br />c <br />o <br />`e a <br />Qrn <br />rn4o <br />A <br />1.�tl <br />N C B D C <br />o <br />a <br />rru ii�i <br />ii <br />B <br />D• <br />d � <br />� <br />off•. <br />M1,� <br />/zyy�o <br />cn <br />a• a <br />0W <br />_ <br />` F <br />' <br />F SLL <br />Z <br />a �,+rr�rrn41 <br />W vaM.- <br />�>>e <br />o <br />N 00 <br />V O <br />❑ ❑ <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 r4 <br />O N N <br />Ha-'p <br />i>iU-)MO <br />M <br />Q _ <br />a r� 'i <br />cn <br />Q U_ <br />oC U ra <br />0; <br />a E <br />z <br />J <br />W <br />0 <br />d" <br />OZ <br />O <br />N <br />W <br />Z a <br />f ~ <br />W�//�� <br />Z<0 <br />n <br />O <br />OwQu6 <br />6ZwZZ <br />< <br />fW <br />` <br />00w O n <br />o�LLS <br />Uo14.1O <br />J <br />w <br />z <br />ao <br />Ez <br />� <br />� <br />z <br />M <br />cn <br />o <br />:v <br />z <br />U <br />= <br />ru <br />aLu <br />boo <br />,aCL <br />0 <br />JLU <br />GYP <br />UWE6 <br />_• <br />(V <br />Zwow<0� <br />Gaza <br />Q <br />p <br />z <br />z <br />¢ <br />w5LLO <br />a <br />LU <br />In <br />r) <br />w <br />0 � c: <br />n Z o <br />_I <br />LLJ <br />o V <br />2~ <br />M <br />4 <br />z <br />z <br />m <br />z <br />aZ <br />�o <br />¢w <br />O <br />h <br />g <br />= <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />W <br />W <br />a <br />