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50 <br />n) <br />N. <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />1" x 9" SMOOTH <br />TEXTURED 12 <br />FREEZE BAND 5� <br />HEEL <br />12 <br />12 <br />�5 <br />u u u u U 3 TAB SHINGLES. ROOF <br />F5 12 — INSTALLED AS PER MANUF. <br />�5 _ — SPECIFICATIONS <br />T.C.M. <br />HDR HGT. 1 1-0" <br />-- p--------- F5------- - - ------------------------------- -- -- - ------ <br />TEXTURED ❑ 711 IE7: FE11 <br />CEMENTICIOUS ❑ ■ L1171 ❑[71 <br />❑FINISH ON C.M.U. ❑ El <br />❑ <br />(TYP. )FD <br />r� _ IFDOF71 ED[:] <br />I � <br />F.FL. l <br />+3" SMOOTH <br />F2 TEXTURED BAND <br />12 <br />5� <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />T-0" RIDGE VENT <br />12 <br />�5 <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />_ I HDR HGT. <br />LEFT ELEVATION <br />- B1. <br />1 /4"=19-0" <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/ portiand 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 SQ. 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) 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 />• ONAGIN (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 />zM <br />o <br />_ <br />z0 <br />Z <br />Q <br />J <br />a <br />u, Zha <br />Ul (D <br />4--J w <br />M In <br />.0 <br />w <br />O <br />0 <br />= <br />(/) <br />00 <br />U <br />w <br />f— EE <br />— 8 <br />mMM <br />c m M <br />N-2N <br />O O O <br />U�U-00 N <br />eo <br />l <br />Ly Y <br />�o <br />o 0 <br />Q rn <br />rn Q o <br />A <br />B D.co <br />N C B D C <br />/ <br />u, <br />•,. ) o �Er� <br />Z• <br />J <br />Who_ <br />LIL <br />as .< <br />", v <br />t 0 <br />43 6. <br />E rn �••... <br />W z 14 . F E S• <br />i'� <br />R��;fi9161111'��'�' <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 />A <br />0 <br />0 <br />Z N <br />O(I� <br />H U C)M <br />aU-) f0L0 <br />5 <br />Q LL <br />CL <br />M <br />U Q 00 <br />Z E <br />fB <br />LU O <br />W J <br />� <br />d' <br />0, <br />=O <br />Q <br />za <br />z <br />w4.� <br />Oz8O <br />z <br />0 <br />zWWQ� <br />I u Z <br />Wz J <br />� S W <br />04 <br />o H ~z O <br />w <br />oZ <br />z o <br />> <br />L.LI <br />¢ z <br />� w <br />T <br />Q <br />g a <br />14� <br />U <br />= <br />/•� <br />Q <br />J ¢ <br />�� <br />LU <br />o� <br />boo <br />0 <br />J4' <br />Z <br />0 <br />�W� <br />U�m� <br />N <br />cr <br />a a <br />z LU <br />LL <br />w 0 z <br />Q <br />V <br />LU of <br />p O� 0 <br />Z <br />Z <br />W d <br />w <br />W <br />L0 <br />Q <br />z <br />8�0 <br />v <br />z¢~o <br />Z <br />¢�z <br />c <br />o' <br />V)z <br />m <br />� <br />Q <br />J <br />= <br />az <br />Lu <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: M)AM ES <br />VERSION NO. 2mO <br />SHEET NO. <br />3.1 <br />0 <br />aLZ <br />