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12 <br />5� <br />12 <br />�5 <br />T.O.M. _ — <br />HDRHGT. — — — — — — — — — — — — — — — — — �1-On <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />CD TEXTURED <br />bo co CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />25 SH 25 SH <br />5068 SGD <br />12 <br />5F� <br />------------------------------------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />16-0" RIDGE VENT <br />12 <br />�5 <br />4'-0" RIDGE VENT <br />REAR ELEVATION - Al <br />HEEL <br />ti <br />�5 iv <br />----------------------- --- T.O.M. , <br />---------------------- ---- HDRHGT. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED <br />CEMENTICIOUS c <br />FINISH ON C.M.U. 00 co <br />(TYP.) Fri <br />35 SH ] [—] F.FL. <br />-------------------------------- <br />------------------------------------------ <br />LEFT ELEVATION - Al <br />CALE: 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 overwood-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 wails. <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 FOLLOWNG VALUES, SEE ROOF PLAN'"' <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. 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 SO. 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 SO. 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 SO. 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 />0r <br />Z Cl) <br />0 <br />— o <br />'o <br />Z <br />Q <br />J <br />t/) Z <br />� cn <br />W <br />(a p <br />•li t — <br />�/ w <br />O <br />= <br />f- <br />�Vi <br />o0 <br />m <br />ca U <br />f- E <br />'0 M <br />C @ rM <br />N <br />0.2 <br />_ t <br />U� <br />ttLCO <br />tea" <br />CY <br />QCL <br />co <br />O� <br />�i<6 <br />A , <br />B Ds <br />N C B D C <br />���'11111i t 111l/ <br />co <br />, <br />N <br />III�IIII •� <br />L :Z <br />C <br />E_'L <br />Na•�1 �� ••�\ <br />SS <br />!f 1� ,0 <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 Sth 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 />i� <br />0 <br />ate.+ <br />> U M O <br />M <br />Q U-) 'gyp Lr) <br />a .L <br />L_ U_ to <br />CL M <br />QC V a.00 <br />Q <br />Z fp <br />W _J � <br />d' <br />2 <br />za <br />U <br />z <br />U=80 <br />�ZO0 <br />OZ <br />0ce <br />Q` <br />S <br />/ <br />W <br />J <br />U ci C4 <br />k'L'ri <br />N <br />W <br />8 <br />' <br />LU <br />M <br />U) <br />z <br />W <br />� <br />JT <br />O <br />= <br />Q <br />tu_R6 <br />4 <br />W <br />cr_a <br />U S <br />Qti-' <br />20 <br />cc <br />W 0 <br />� <br />Z <br />r^-I <br />LL <br />� a S <br />LL1 <br />qua <br />M <br />Z <br />Z <br />cog <br />= <br />�9 <br />,—I <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />3.2 <br />