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12T1 <br />I I 5 <br />12 l <br />HEEL------------- 5�--------f�� J---- ---- <br />���JJJ <br />12 <br />5� <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />-- <br />101---- <br />— <br />------------------------------_ <br />TEXTURED <br />E] FE7171 <br />HEAD/BAND <br />F1711 D � � <br />TEXTURED <br />CEMENTICIOUS <br />❑ <br />❑ <br />FINISH ON C.M.U. <br />(TYP.) <br />4' RIDGE VENT <br />1- 7-7- J 7-- _1 f - 7-7- F_ 7-- = 1- 7-- f - 7-- -------- <br />12 <br />�5 <br />19' RIDGE VENT <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />LEFT 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 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) / 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) / 86.26 = Amount of O'Hagin Vents Needed <br />(! <br />Z M <br />O <br />e g <br />Z CO <br />Z <br />Q <br />J <br />rZ <br />t� z <br />U0 0 <br />Q) U <br />W <br />� p <br />'U <br />— <br />Ow <br />~ <br />� <br />o <br />Cn <br />o 0 <br />U <br />W <br />~ 8I <br />0M M <br />C M M <br />C14 <br />tLL00 <br />C ) <br />60 C O <br />v <br /><Crn <br />a Qo <br />A1 <br />B D® <br />N C B D C <br />If <br />ill <br />V <br />11 <br />,INN 1 <br />4 �.�P�0 <br />e <br />10 <br />LLI <br />Ka. <br />;z <br />-,- cm, <br />uJ <br />Q 40 0 <br />., <br />O'LL <br />LU <br />8`� <br />I t. 2,6 <br />•''.• <br />• <br />4 <br />C•N •• <br />a\�� <br />I!!!11 <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 N <br />0 (3) <br />0 4 :E- o <br />V) =) <br />� (!')Mo <br />M <br />Q <br />Q � - Ln <br />CL n <br />I en <br />U ,-q <br />� <br />E <br />Q <br />Z <br />WJ C:) <br />Zz <br />�o <br />za <br />f < <br />z <br />wa�oc <br />U z O0 O <br />••�U <br />ZUJw� <br />I_uzQQ <br />I— <br />W <br />Q <br />W <br />O��o <br />U8uJ <br />1� <br />V) <br />y O <br />LU <br /><z <br />f <br />z <br />z <br />OC <br />Ln <br />LU <br />o <br />s <br />L 1 <br />C%5 <br />0 <br />U <br />= <br />Q <br />�z <br />LU <br />boo <br />0` <br />Z <br />0°m� <br />6�6 <br />* <br />(V <br />� <br />LL <br />" M <br />LU 2 < <br />Q <br />(D<< <br />o��� <br />Z <br />Z <br />W CY <br />w <br />Lf) <br />rl <br />L <br />Q <br />oLU <br />�aJ_ <br />oJ <br />�Qz U ~zW¢Z <br />f� <br />c� i <br />k <br />Z <br />Z <br />tu <br />a Z <br />0 <br />% <br />W <br />�o <br /><z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />3.1 <br />