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TC)M — <br />— — — — — — — — <br />1'-011 <br />c <br />a <br />12 <br />5� <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <br />12 <br />15 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />15'-0" RIDGE VENT <br />REAR ELEVATION - Al <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />-- — — - — T.O.M. <br />-- --- — —----------------------------HDRHGT. <br />-------------------------------------- --------------------------------- _ <br />1'-0" <br />TEXTURED TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />ol 2'-0" FINISH ON C.M.U. FINISH ON C.M.U. <br />(TYP.) (TYP.) _ <br />co <br />LIZ Zo <br />------------ — <br />M <br />LEFT ELEVATION - Al <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 11150 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) / 72 = 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) / 86.25 = Amount of O'Hagin Vents Needed <br />La <br />0r <br />Z 0 <br />o <br />_ <br />Z (0 <br />Z <br />Q <br />O <br />J <br />co z <br />V) CD <br />Q) cr3 <br />w <br />p <br />•U — <br />0 w <br />tv <br />~ <br />o <br />� Vi <br />3 <br />U <br />E <br />o <br />mM Cl)W <br />C M CM <br />maN <br />" <br />U <br />Rig <br />O O <br />= poj <br />U <br />-r-LLCo <br />0 <br />Y <br /><Crn <br />05 n. o <br />" o <br />rn¢o <br />A ' <br />B D® <br />N C H D C <br />VP. <br />CiD <br />o o 1'\ V <br />Z'.couk <br />II N <br />J W <br />2 <br />.40 <br />N M <br />CaN W Z 7 <br />r^ <br />Sv <br />�det.. . <br />��0 <br />Z <br />UM <br />W N�r�111i1U�° <br />o <br />O 0 <br />U <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 />O <br />O <br />Z N <br />O <br />1- 4 4-' O <br />t> Ln C)M <br />Q U) IlO Lr) <br />IZ cn <br />Q " U_ <br />F— CL <br />V <br />Q E <br />Z ro <br />W O F- <br />W JC:) <br />d" <br />0, <br />O <br />z a <br />�/� <br />t/) <br />�a <br />z <br />Ozoww� <br />zaa <br />w z¢ a 0 <br />Uoo <br />F"— <br />FEDZZ <br />\� <br />2 2 J <br />0 ce <br />JJ <br />W <br />UMW <br />L <br />\T <br />Y <br />UJ <br />Z Z <br />0 <br />> <br />LU <br />a0 <br />z z <br />z <br />M <br />v)� <br />Ln <br />p <br />(3) <br />;0 <br />� <br />0 <br />Z <br />0 <br />U <br />= <br />Q <br />< <br />g <br />Ly` <br />Er Q <br />a o <br />F <br />w <br />CC <br />X86 <br />do <br />N <br />z-A W Z J <br />Qo� <br />LU <br />fo <br />Z <br />W�Wo <br />Wa LL <br />W <br />J <br />ui <br />rl <br />W <br />tii <br />Q <br />0 QW W' O <br />LnQzu <br />2a� <br />rl <br />d- <br />Q <br />Z <br />z <br />QWz <br />a <br />O <br />Ln <br />� <br />4 <br />J <br />= <br />Jo <br />¢w <br />r, <br />,—I <br />0- <br />U 0 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />r <br />