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a <br />T.O.M. <br />HDR HGT. <br />o TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />EXTENDED — <br />OVERHANG TO BE <br />CENTERED ON DOOF <br />25 SH 25 SH <br />F.FL. 5068 SGD <br />- <br />16'-0" RIDGE VENT <br />12 <br />5 <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />1'-0° <br />2'"O" TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 <br />12 <br />�5 <br />---------- <br />4'-0" RIDGE VENT <br />12 <br />�5 <br />REAR ELEVATION - Al <br />— — — — — — — — — — — — _ HEEL <br />ti <br />�5 iV <br />----------------------- -- T.O.M. <br />_ — HDR HGT. <br />TEXTURED <br />CEMENTICIOUS 9 <br />FINISH ON C.M.U. oo co <br />(TYP.) io <br />------I--------35SH-------------------------]---------I----1------------------------------1-I ---- F.FL. <br />SCALE: 1 /4"=V-0" <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 save 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 / 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) / 8625 = knount of O'Hagin Vents Needed <br />t� "go <br />T <br />7� M <br />0 <br />Z <br />Q <br />10 <br />a <br />V) 0 <br />N <br />4_J w <br />p <br />U — <br />w <br />= <br />o <br />V) <br />0 0 <br />I— <br />U <br />m <br />0M <br />L U <br />F— <br />— 3 <br />C� ktf Cl) <br />W 2C,- <br />O `00 <br />stico <br />(D <br />0 <br />C 0 <br />v <br />Qrn <br />rnQo <br />1.401 D1, <br />If <br />m <br />N <br />e <br />0.1 <br />P—M <br />�Lip <br />�� <br />u_ <br />+CE <br />m <br />,.•' <br />-ZLL <br />�. <br />�,•,M.,, O <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 fV <br />O N <br />F--i .— p <br />>t0(')DO <br />M <br />Q <br />0 <br />Q — U-) <br />0- <br />U Q00 <br />a <br />E� <br />z� <br />W-1 C:) <br />0 <br />HC <br />w0 <br />za <br />aQ <br />f� <br />z <br />oa�� <br />0 Ce O <br />_O <br />Z w <br />�--. <br />Q <br />o`z"z <br />J <br />Leo <br />8m <br />W <br />o <br />r` <br />—� <br />Ll.l <br />1— � <br />oZ <br />} o <br />cu <br />> <br />LU <br />z <br />z <br />z <br />(� <br />U <br />O <br />TI <br />Z <br />U <br />= <br />O <br />a <br />F <br />® <br />LLI <br />6 <br />Ey0ma <br />¢oa <br />a¢ <br />DC <br />Q <br />d' <br />a�oW � <br />rzo <br />z <br />Z <br />1� <br />t--i <br />��o <br />�Z <br />LU <br />J <br />Ln <br />T.I <br />w <br />di <br />,0 <br />Q <br />F o <br />$�Q <br />z <br />Z <br />1�0 <br />Z <br />a n <br />^ z <br />W <br />0 <br />t� <br />' <br />4 <br />J <br />-�U <br />a z <br />uJ <br />,--I <br />0- <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAN D <br />VERSION No' 10 <br />SHEET NO. <br />3.2 <br />