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0 <br />0o <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS — <br />11-011 <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />12 -� - 12 1" x 9" SMOOTH <br />- 12 TEXTURED <br />5 �5 FREEZE BAND <br />HEEL <br />-——®--��_ L_. _ _- — — _ — ---- ----- —' --- —— — — — — — — — —— — — — — — — — — — — <br />12 ®-� F5 <br />— <br />L 5 <br />•• <br />TEXTURED <br />W00000aa <br />CEMENTICIOU <br />00 <br />NJ <br />I 1 011 <br />IN I INI INI 11 0 <br />+3" SMOOTH <br />00 <br />cM <br />FRONT ELEVATION - 61 <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 />Q5 <br />HDR HGT. <br />TEXTURED __ 0 1 <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL.----------- <br />RIGHT ELEVATION - B1 <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 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA/ UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. 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) 172 = 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) 186.25 = Amount of allagin Vents Needed <br />0t� <br />z M <br />0 <br />- o <br />z <br />z <br />a <br />J <br />room <br />z <br />Cz <br />V7 0 <br />Q) U <br />w <br />•� rC) <br />U <br />IOI^ � <br />ffV ^II <br />E <br />N <br />00 <br />U <br />LU E <br />— U <br />C M M <br />O O N <br />_ <br />U N <br />tu- co <br />a r; <br />�� <br />Qrn <br />u7av <br />rnQo <br />A ' <br />B D. <br />NCeDC <br />f <br />V <br />11 <br />t <br />•� <br />r- C*= r: h7V <br />S��tai'�� <br />U <br />� <br />tp <br />Z IA O N `,.... <br />IL <br />Ul <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 N <br />O a) N <br />i--r 4-' p <br />M O <br />Q U) M Ln <br />n. �'_ <br />V)i <br />CL <br />oC U fu <br />00 <br />Q E <br />to <br />Z <br />J � <br />W <br />o: <br />z a¢ <br />z <br />fn <br />�� <br />z <br />O <br />W <br />UZoo <br />ZwZ2 <br />z <br />`r"_'������ <br />�yy z <br />LJJ <br />o <br />V , <br />LU <br />Q z <br />gz <br />� <br />l� <br />0 <br />z <br />a <br />0 <br />0 <br />C:Q <br />U <br />Q <br />z <br />LuJ <br /><v= <br />0 <br />J <br />O <br />CC <br />X •Uyy <br />V K <br />8 <br />N <br />LL_ <br />�a z <br />z <br />J <br />t-i <br />Ln <br />di118 <br />as o <br />W <br />Zu <br />rl <br />M <br />Q <br />a <br />z <br />�,, a 8 <br />�L Z <br />k <br />U.)Z <br />m <br />^ <br />� <br />LU <br />W <br />r, <br />+-t <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />i <br />i <br />Z <br />