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1"x10" SMOOTH <br />TEXTURED BAND <br />12 <br />5� <br />HDR HGT. <br />4'-0" RIDGE VENT <br />16'-0" RIDGE VENT <br />F4 <br />12 <br />_____�5 <br />BEYOND <br />HEEL <br />12 <br />�5 <br />ON <br />X. <br />25 SH 25 SH <br />F.FL. _[ I <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - Al <br />E: 1 /4"=1 r <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 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 80. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. 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) / 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) 19 = Linear Ft. of Deck-Alr 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'Hagln Vents Needed <br />0112 <br />Z 0 <br />— o <br />Z <br />Q <br />Z <br />V) (9 <br />W C <br />4-J w <br />C) <br />U — <br />0 w <br />N <br />~ <br />o co <br />0 <br />car— <br />U <br />m " <br />my M <br />w <br />E <br />— U <br />cmM <br />m o co <br />O <br />O O <br />rLLco <br />0 <br />C Y <br />0 <br />LO 0 0 <br />'Cr <br />o <br />Q rn <br />a <br />MA O <br />AN.C-B <br />1 <br />D-C <br />._��. <br />s <br />� U_ ., <br />rn <br />a <br />*r :' <br />p <br />LL <br />o� <br />W 111111 Ile <br />o <br />C_ <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 fV <br />O <br />N <br />F--m o <br />r>i (n M O <br />M <br />Q Ln <br />-O n <br />Ln <br />Q U_ <br />CL <br />.^ <br />ZH <br />Q� U a 00 <br />Z E <br />tD <br />W o I-- <br />W J� <br />d' <br />J <br />s <br />0 <br />W� <br />za <br />f a <br />r~ <br />zt��go <br />U <br />Luz <br />_p <br />� <br />o�z <br />Q <br />W � <br />O <br />$ m F o <br />w <br />J <br />oN <br />}o <br />W <br />f z <br />W <br />QLr) <br />H <br />?: <br />'^ <br />vQ! <br />J <br />Tl <br />zd <br />Q <br />U <br />= <br />F <br />oLL <br />°o <br />F <br />O <br />V�ma <br />zw <br />t'V <br />ILL <br />ILL <br /><0 < <br />J <br />�Z;� <br />< <br />2: 0 <br />Z <br />Z <br />� <br />��eg <br />a o <br />o �Z <br />J <br />Lr) <br />r„1 <br />di <br />Q <br />Lu <br />a <br />Z <br />o <br />� 1,8 <br />spa <br />j � z <br />,-I <br />Z <br />d Oi <br />J Z <br />o <br />g <br />= <br /><z <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION No' 10 <br />SHEET NO. <br />3.1 <br />