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0 <br />00 <br />EX <br />Tr) M <br />1'-0" <br />12 <br />5� <br />12 <br />�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUR <br />SPECIFICATIONS <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />15'-0" RIDGE VENT <br />12 <br />14'-0" RIDGE VENT <br />12 <br />:!�5 <br />HDR HGT. <br />TEXTURED TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. FINISH N C.M.U.2'-0" <br />(TYP-) <br />FINISH ON C.M. <br />(TYP.) <br />F.FL. <br />RIGHT ELEVATION - Al <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-Reslsitive 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 (papefbacked <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 save or comice 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 SO. 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) 172 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 80. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />Formula: (Sq. Ft Soffft Needed) x 7 = (Sq. in. Needed) / 86.25 =Amount of O'Hagin Vents Needed <br />�r <br />Z M <br />0 <br />—0 <br />Z CD <br />Z <br />Q <br />J <br />U, Z <br />V) C.9 <br />crs <br />4--J Lu <br />C) <br />U — <br />Ow <br />0 <br />�%) <br />o 0 <br />►- <br />U <br />m <br />0M <br />w <br />—c4 <br />aim <br />M <br />C @ M <br />N Z7co <br />000 <br />ID <br />N <br />L LLoo <br />� Y r1_ <br />tyo <br />Q rn <br />�Qv <br />rnQ o <br />A� <br />BD® <br />N,C 6,D C <br />r—ft <br />., <br />sit ii <br />N\\` <br />co <br />CO <br />�N� <br />�Ca�r� <br />-.. <br />u_cc <br />_ <br />r <br />-+ <br />CCU <br />0 <br />i E �I Iu <br />O P� $ S " <br />lei <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 />O <br />Z r4 <br />O a <br />r-'-r --' O <br />> O O C:)��—+HMO <br />M <br />In M LP) <br />O <br />Q L_ I.L. <br />� O" � M <br />Icy- U a <br />006 <br />Q � <br />E <br />z� <br />WJ � <br />CI' <br />tR <br />w <br />za <br />vJ <br />~ <br />Z <br />Z <br />¢"� <br />I�zOp <br />z� <br />_O <br />� 0 ul <br />J <br />J <br />■ , <br />> <br />W <br />g <br />O <br />I o <br />L <br />J <br />wLLJ <br />oZ <br />y O <br />/r \ <br />Q IFC0 <br />: <br />M <br />U) <br />�E <br />0 <br />-0 <br />i <br />p <br />Z <br />o <br />JQ <br />Ov <br />=fo <br />^ <br />I..L <br />w <br />o� <br />� R o <br />a <br />I- <br />W <br />186 <br />b�0 <br />UJaa3 <br />< <br />Z <br />� <br />�wfo <br />Ce <br />Q�o <br />W <br />J <br />Ln <br />T. l <br />LLI <br />a <br />a o <br />I- <br />U-1 <br />Z <br />z <br />H < <br />W � H <br />T <br />V , <br />k <br />Z <br />w z <br />a <br />Q <br />Q <br />J <br />= <br />z <br />¢ z <br />r1 <br />,-1 <br />i2 <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 2.,0 <br />SHEET NO. <br />3.2 <br />