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M <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />---— -- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- <br />UFce IMr E:1LJ1 <br />1 " x 9" SMOOTtHJ_ <br />TEXTURED <br />FE71 F71 1710 [=71 = 7= <br />------------- <br />12 <br />5O <br />Vx9"SMOOTH <br />TEXTURED <br />FREEZE BAND <br />-------------------HEEL <br />— T.O.M. <br />— — HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. co <br />(TYP.) -o <br />I <br />----F.FL. <br />+3" SMOOTH <br />\—TEXTURED BAND F2 <br />00 <br />ce) <br />N <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />T-0" RIDGE VENT <br />12 <br />5� <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />HDR HGT. <br />TEXTURED 7-0" <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />RIGHT ELEVATION - 61 <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 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. 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 Root) - 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 c <br />— o <br />Z co <br />Z <br />Q <br />I <br />Cz <br />(A C9 <br />(D(0 cn <br />w <br />p <br />U — <br />w <br />OE~ <br />C <br />U <br />0 <br />04 <br />Cl) <br />w 'E <br />— 8 <br />M <br />c m co .2 C <br />O `o o <br />U <br />L LL00 <br />) <br />0:IS <br />Q 0 <br />4 <br />Ln o v <br />A1 <br />B Ds <br />N.°B°C <br />% cv <br />1J <br />00 <br />zw <br />�-Zr'` <br />r -0 ...0 <br />w <br />V <br />a -CO rn <br />g )5.� <br />, <br />L7 ,a o r,.... •' <br />Z ESS\CI <br />W <br />��\ <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 />0 <br />Z N <br />0 N 11 <br />M <br />(n 0 <br />M <br />Q 'gyp In <br />a in •— <br />¢��In <br />is <br />� 3— 00 <br />Q � � <br />Z fQ <br />WC:) <br />J C:) <br />19 <br />W <br />za <br />Z <br />r 80 <br />O <br />gUZ' <br />yy O J <br />LU <br />8 <br />> <br />° <br />L <br />V <br />J <br />z <br />? p <br />W <br />f z <br />Qyr <br />IM <br />W <br />3 <br />o <br />a <br />0 <br />C: <br />ZW <br />U <br />= <br />(� <br />Q <br />W <br />z <br />O <br />Wo8B���---III <br />Ua'M <br />N <br />N <br />(r <br />L.L <br />g�` <br />WZ <br />Q <br />� <br />W Ix <br />�c <br />Z <br />W <br />In <br />L i <br />LL <br />i <br />lgli8 <br />J <br />rl <br />W <br />Z U <br />fM <br />Q <br />Z~ <br />UA <br />M <br />L'i <br />Zg <br />ZZ <br />z <br />o <br />m <br />O <br />^ <br />J <br />w <br />= <br />� z <br />uJ <br />rn <br />.-1 <br />a <br />rn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />3.1 <br />