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T.O.M. <br />--- — -- <br />HDR HGT. <br />F. FL. <br />T.O.M. _ <br />19' RIDGE VENT <br />12 <br />5� <br />12 <br />5� <br />4' RIDGE VENT <br />12 <br />�5 <br />OVERHANG TO BE <br />CENTERED 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 />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />1-0 <br />TEXTURED TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" ol <br />1 (TYP.) (TYP.) <br />F.FL. _ <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <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-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) 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 = 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) 186.25 = Amount of O'Hagin Vents Needed <br />c�LO <br />Z o <br />—0 <br />z <br />Q <br />O <br />J <br />a <br />co z <br />C� <br />(nnJ�,, <br />Q) cn <br />w <br />(� p <br />•U — <br />w <br />= <br />~ <br />0 <br />(/� <br />o 0 <br />U <br />W <br />E <br />—_c� <br />aM M <br />C f0 M <br />E2 U - <br />Ooo <br />U <br />LLCC) <br />U5 <br />�Y <br />Qrn <br />Q o <br />u7 O,t <br />rnQo <br />B D® <br />`�,,�e�\o��e�et <br />N <br />C <br />Y`L7_vFN-Q!`j1�(�� vim( <br />� L <br />a <br />Z <br />`moo a �� Nf, o <br />ai <br />LLI L <br />v �c ...... <br />���i�OpL�SS�Oc� <br />�0 <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 Sth 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 N <br />O a) r-, <br />r-4 :-+ O <br />t>-f HMO <br />M <br />a - <br />a U.) <br />CL <br />cl� U 00 <br />a <br />E� <br />z <br />J 0 <br />W <br />Oz <br />�o <br />z<d <br />< <br />zwQotr <br />O <br />vzOp <br />zww� <br />z <br />z <br />Q <br />�2�W <br />C <br />�m�o <br />W <br />L <br />J <br />W <br />oLn <br />z z <br />}o <br />°C <br />fz <br />CL <br />z <br />� <br />N <br />Lh <br />T � <br />Z <br />o <br />O <br />U <br />= <br />QLu <br />Ow <br />pz <br />OR o <br />o <br />W <br />c <br />x <br />x�� <br />V E m a <br />0-ce a <br />kN <br />z - <br />w Z < <br /><< <br />Q <br />0J � <br />Z <br />Z <br />W <br />Lli <br />w°o <br />a w <br />0 � <br />J <br />--IW <br />4 <br />di <br />Q <br />Z <br />Q o <br />U'ozU <br />2w U <br />F� <br />QuJz <br />M <br />M <br />*k <br />z <br />a z <br />O <br />Ln <br />Qz <br />J <br />= <br />a z <br />� <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />