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1 <br />T.O.M. <br />HDR HGT. <br />01 2'-6" <br />TEXTURED <br />o _ CEMENTICIOUS <br />bo co FINISH ON C.M.U. <br />W (NP.) <br />12 <br />5� <br />28'-0" RIDGE VENT <br />12 <br />Z�5 <br />12 <br />�5 <br />---------------------------------------�'-p" - - --- <br />TEXTURED 2,_�„ <br />CEMENTICIOUS 01 <br />FINISH ON C.M.U. <br />(TYP.) <br />35 SH <br />---------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I -------- <br />REAR ELEVATION - B <br />SCALE: 1 /4"= V-0" <br />RIGHT ELEVATION - B <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 piaster. <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 11300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion o <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 / SQ. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <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 peck -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 />mi <br />(Du <br />z co <br />— o <br />(D <br />MH <br />z� <br />Q <br />J <br />Z <br />Q) cn <br />w <br />� p <br />U r <br />O LU <br />rt/i � <br />� <br />Ta <br />E <br />o <br />M <br />v I <br />O <br />o <br />U <br />�M <br />LU <br />E <br />all <br />01WM <br />-a C') <br />O _O N <br />= N <br />U� <br />ILL M <br />ao� <br />(0ao <br />tn CL <br />�Qo <br />A ' <br />W. <br />w�c�a •n�c <br />d <br />Y'�0., <br />izr-, <br />W N o r) <br />✓ C. <br />Wr` <br />.a.l 11..�� .• <br />YI, <br />*- <br />CU <br />s-%� <br />IIJ L S1O <br />� <br />Cl) <br />o <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 />11 <br />0 <br />0 <br />Z cV <br />0 <br />��=3 ;�o� <br />M o <br />M <br />Q V In <br />d <br />'0 <br />0 n <br />Q U_ LP) <br />�aj <br />"' C- CO <br />a E � <br />z <br />LU <br />_I C:) <br />W <br />d- <br />MJ <br />D <br />0z <br />0 <br />5 <br />Wo <br />zd <br />C/) <br />f ~ <br />z�� <br />a <br />�z,00 <br />O <br />I.. <br />QWz <br />w <br />/ <br />LO <br />0 LO <br />0 <br />w <br />N <br />LU <br />J <br />U w , <br />0] Z <br />oN <br />W <br />Zz <br />ao <br />LU <br />z w <br />c <br />o <br />'�" <br />V <br />1 <br />G <br />OJ <br />U <br />\ <br />Q <br />Q <br />�� <br />W� <br />o� <br />oz <br />��o <br />W <br />0 8 <br />b.2 <br />N <br />Zaoa <br />LLJ J <br />Q <br />¢o< <br />Z <br />z <br />J <br />N <br />W <br />CY <br />LU <br />�Oz <br />LLJ <br />a <br />o W o <br />.~Q8 <br />01 <br />Q <br />Z <br />z <br />t <br />< ce <br />a< <br />o <br />,� <br />g <br />= <br />�2 <br />a z <br />r, <br />,-1 <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. <br />10 <br />SHEET NO, <br />3.2 <br />