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12 <br />5� <br />1'-0'L -- - - - - - - - - - <br />EXTENDED <br />, L­J , 0 <br />OVERHANG TO BE <br />�6CENTERED ON DOOR <br />11 <br />12 <br />�5 <br />_--1—__------_—_ 5068SGD 25SH 25SH <br />F.FL. <br />12 <br />5 <br />4'-0" RIDGE VENT <br />12 <br />5� <br />16-0" RIDGE VENT <br />HEEL <br />ti <br />N 5 <br />T.O.M. <br />HDR HGT. 10 <br />fi $' <br />-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />01 <br />TEXTURED <br />CEMENTICIOUS <br />bo 0o FINISH ON C.M.U. <br />co (TYP.) <br />12 <br />�5 <br />—-------- --------- r22(0 <br />— -- <br />V-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL.----J—L-----------------------------[—]----------------------------------35SH-----------t------ <br />REAR ELEVATION - Al <br />SCALE: 1 /4"= V-0" <br />RIGHT ELEVATION - Al <br />1 /4"=1' <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 11150 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) 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) / 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 />(D �� <br />Z o <br />e o <br />z <br />Q <br />U <br />v) z <br />t/11 U <br />Q) v) <br />UJ <br />� p <br />U — <br />0 tLJ <br />= <br />.12 <br />~ <br />0 <br />(0 Cl) <br />Vi <br />U <br />Ldl <br />f� E <br />— U <br />m� m <br />c W m <br />M :g m <br />0 O <br />six <br />U <br />c" <br />t u- 0000 <br />0 <br />0 <br />o <br /><M <br />`n a y <br />rnQo <br />Al <br />B D® <br />NCBD•C <br />11 ll/ <br />yA•� <br />' <br />co <br />�N§ g. <br />CS <br />z. <br />11 <br />Nf-c <br />'�^�� <br />s. <br />l. <br />,.I' <br />LL Wks <br />''+� MO F E S� <br />t,� <br />Poo <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 />O N <br />r-1 a.'-' p <br />15 <br />t>U-) M CD <br />Q - <br />H�U� <br />d � <br />cl�U fo ' -I <br />Z <br />E <br />W O � <br />W Jto <br />0, <br />za <br />z <br />W¢00 <br />oU OU <br />O <br />p <br />g ,WX <br />QO <br />�Uz <br />10QZo � <br />W <br />J <br />W z N <br />I- W Q <br />L <br />^ <br />W' <br />zz <br />0 <br />6 U <br />VJ <br />�z <br />W <br />g� <br />Z <br />n3 <br />z <br />�z <br />a <br />U <br />= <br />Q <br />o <br />W <br />x8 <br />u�m0. <br />_._ <br />N <br />O¢0 ¢ <br />Sao <br />Z <br />h <br />W��o <br />a LL <br />���0 <br />LU <br />rl <br />W <br />Q <br />W <br />2: <br />Z <br />0 <br />ozu <br />U <br />�a~ <br />- Z <br />M <br />Z <br />azLnLn <br />o <br />g <br />= <br /><z <br />UJ <br />rn <br />t-i <br />a <br />Cn <br />9 <br />en <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />3.2 <br />o r - r <br />