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N. <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />1" x 9" SMOOTH <br />TEXTURED 12 <br />FREEZE BAND 5� <br />HEEL <br />T.O.M. — — <br />HDR HGT. -- <br />12 <br />5 <br />+3" SMOOTH <br />TEXTURED BAND <br />14'-0" RIDGE VENT <br />12 <br />5 <br />12 <br />_7�5 <br />-- 3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />T — — — — — FH <br />SPECIFICATIONS <br />1' 0" <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — -- - �--- <br />12 <br />�5 <br />T-0" RIDGE VENT <br />12 L _ <br />12 <br />�5 <br />FRONT ELEVATION — B1_ <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />_ q HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.0 <br />(TYP. ) <br />F.FL. <br />— — — — — — — — — — — — — — — — — — — — — — — <br />N <br />LEFT ELEVATION — B1 <br />SCALE: ,,a"_,..o. <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 / 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) / 86.25 = Amount of O'Hagin Vents Needed <br />Z o <br />— o <br />Z <br /><C <br />O <br />J <br />U z <br />O <br />tnn/i'' CD <br />Q) cn <br />w <br />� p <br />'U — <br />w <br />0 L� <br />~ <br />0 <br />V00 <br />0 <br />U <br />W <br />E <br />Ely— 3 <br />0) M <br />C ca Cl) <br />E2 :2 M <br />oso <br />_ anai <br />U 4 <br />rF00 <br />Y <br />qI <br />C' Y <br />, is <br />a. O4 <br />Q m <br />Lo <br />Q O <br />A ' <br />BD® <br />N C B D C <br />I <br />T— .V lv J <br />ci•qo <br />N <br />II�.•v O <br />Z <br />J Z• <br />Js <br />�_ 0 ���: <br />�� a I. <br />XZ a ¢ <br />= < <br />.wINS <br />V �•,.F t,. <br />Q� <br />tby <br />6a 0� <br />W Z, F E S <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 />CD <br />Z N <br />0 0 4—J <br />CD <br />t> J) <br />M <br />41 <br />Q 'D Lf1 <br />a. cn '� d' <br />Q " 1L —' <br />F— 0- M <br />QU ca.00 <br />z� <br />WJ C:) <br />OZ <br />w � <br />z nQ. <br />(n <br />wa�rr <br />z <br />0000 <br />Zww� <br />t�z <br />_O <br />Lit <br />" L o <br />i <br />LLI <br />J <br />F Ly <br />0 In <br />Zo <br />Ql <br />LU <br />X z <br />�> <br />li <br />'1 <br />LU <br />g a <br />M <br />143 <br />.0 <br />o <br />z <br />o <br />�¢ <br />U <br />_ <br />fo <br />^ <br />L.L <br />¢ <br />u <br />o� <br />oz <br />J <br />0 <br />w086 <br />[\I <br />cc <br />U.W <br />oaoa <br />uJ . z <br />a <br />o�_Xwo <br />Z <br />��2E <br />R <br />wa <br />w <br />J <br />tr--1 <br />LI.J <br />iZ <br />Q z o <br />M <br />Q <br />Z <br />Sujz <br />� 0 Z <br />y.� <br />�Y- <br />,�/�/ <br />�/� <br />d z <br />m <br />rn <br />y' <br />4��� <br />J <br />1 <br />a z <br />Lu <br />r-1 <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />- - <br />[LLi �II--i� I --, i I ;L 1. .:Ht. 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