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loo <br />I <br />60 <br />9 <br />milt <br />M. <br />F_ <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />00 <br />4 <br />M <br />F- <br />11-2111 <br />4 <br />8'-0" RIDGE VENT <br />12 <br />5F�:� <br />12 <br />5 <br />T.O.P. <br />01 <br />........ .. <br />12 12 <br />5 <br />7 <br />t <br />2nd FIN. I- t <br />FLR. <br />T. 0. M. "J <br />)R HGT. <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON <br />DOOR TEXTURED <br />r <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />25 SH 25SH (TYP.) 25 SH <br />F.FL. <br />12'RIDGE VENT <br />12 <br />5 <br />T.O.P . .. . . . . . 6 <br />HDR HGT. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — — — — <br />4'RIDGE VENT <br />12 <br />J� _L 5 <br />Ci <br />25 SH <br />2nd FIN. FLR. _,_7 7' 177' <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />T.O.M. <br />HDR HGT. CJ WEEP <br />--- ---------------------------------------------------------------------- — -------------------------------------- ------ <br />Z-0" <br />TEXTURED <br />CEMENTICIOUS <br />F I N ISH ON C.M.U. <br />(TYP.) 25 SH <br />--------------------------------------------------------------------------------------------------------------- <br />REAR ELEVATION - Al <br />SCALE: 1/4"=V-0" <br />RIGHT 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 />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTMI C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTMI C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />costs when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 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 />R703.4 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 />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 6th Edition <br />(2017) 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 1M 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 then 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 -FUDGE 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 Roofi - 72 SQ. IN. OF NET FREE AREA1 FT. <br />(Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed <br />LOMANCO DECK-AJR (Shingle Roop - 9 SQ. IN. OF NET FREE AREA I FT. <br />Foravule: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) 19 a (Linear Ft. of Deck -Air Needed) <br />a O'KAGIN (Tile R000 - 86.25 SQ. K OF NET FREE AREA / VENT <br />1 -Formula: (Sq. Ft. Soffit Needed) x 7 a (Sq. In. Needed) / 86.25 = Amount of O'Hogin Vents Nee <br />CD <br />0 <br />U1 (D <br />4--J Lu <br />ITO <br />LU <br />2 <br />clo <br />a <br />LU <br />e, - ca R" <br />0 _Q C:) <br />U_ 28 <br />1 <br />F�- <br />A I <br />'D c <br />4,"a <br />N <br />!K\� <br />< <br />% <br />I E <br />- <br />zc;t g <br />Lr <br />z.�3 2L�mtz UZI <br />a u- <br />tu <br />0 <br />LLz <br />Mill %, < 01F E S S <br />IV/9 <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 2017 Florida <br />Building Code � Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />CD <br />0 <br />z (114 <br />0 v N <br />1--i 4.J C) <br />V) 's ;,0 <br />> U.) 0 <br />C:, <br />z <br />N <br />V) M Ln <br />0 <br />z <br />a) — Ln <br />r ILL <br />L L <br />00 <br />z E <br />Z § M <br />WLU <br />0 <br />_J C:) <br />J <br />Z,< <br />W <br />0 <br />�cx_ I <br />80 <br />-Wo <br />�1 i <br />I; z <br />U-, <br />00 <br />UJ <br />00 <br />a*, <br />LU <br />UJ <br />0 <br />z <br />Lr) <br />U <br />z <br />< <br />� LAj <br />cc <br />< <br />UJ <br />I <br />0 <br />< <br />z <br />< LLJ ce <br />z <br />LU <br />Ln <br />T-4 <br />Lij <br />2: <br />< <br />T-q <br />M <br />< <br />z <br />co <br />0 <br />r*4 <br />06 <br />z <br />Z <br />:5 <br />t- <br />U <br />LL.J <br />9 <br />0 <br />1`11 <br />, T__1 <br />Ln <br />W <br />I, <br />SCALE AS NOTED <br />DATE: 1/4/2018 <br />TECH: ERAND <br />VERSION NO' 10 <br />SHEET NO. <br />3.2 <br />