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HEEL —_--_ <br />N <br />T.O.M. <br />HDR HGT. _ <br />0 <br />00 00 <br />r <br />C <br />F. FL. <br />1' 01-1-1------------ <br />___-------- <br />4'-0" RIDGE VENT <br />12 <br />5� <br />r <br />12 <br />5� <br />12 <br />5� <br />12 <br />�5 <br />T.O.M. <br />HDR HGT. <br />- EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED o <br />CEMENTICIOUS <br />FINISH ON C.M.U. o? 80 <br />(TYP.) zo <br />25 SH 25 SH <br />5068SGD F.FL. <br />16'-0" RIDGE VENT <br />d <br />5 <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — <br />2'-0" <br />— — — — — — — — — — — — — — — — — — — — — — *;r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED <br />ZZCEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 <br />------------------------------------ ----- — — -- <br />1'-0" <br />TEXTURED 100 2'-0" <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />35 SH <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — H — — — — — — -- -- — J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t — — — — — — <br />REAR ELEVATION - Al <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 ASTM 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 ASTM C 1063. <br />R703.7.2 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 />R703.7.3 Water -Resistive Barriers. <br />Water -resistive 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 (paper <br />backed 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 constructions 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 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 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 />u' <br />a � <br />G <br />0 <br />z � o <br />o <br />z <br />o <br />z <br />J M <br />d N <br />Cl) <br />to z <br />n 1 (D o <br />T[ V% Y <br />V W C <br />U C)a <br />0 w <br />V) C E <br />Ws <br />� � o <br />U CD <br />m E <br />allw <br />'I <br />w <br />® Q <br />¢ "r 0 <br />�m <br />N �O <br />W 2Nr2zU, W z <br />Z <br />� 1-.. p?Mm c0 w <br />-a w <br />LU Q ~ Sz a <br />LU <br />OE <br />LL W <br />��t��tt�Rt�g►Eteo,� <br />C <br />. <br />�. f �0 <br />v <br />o sc�a� <br />N- <br />fANt,►IIII% <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Honda Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />CO <br />W <br />M <br />M <br />z <br />O <br />z <br />2 <br />LJ <br />L <br />E E <br />0- <br />zo <br />W <br />o- <br />> m <br />�o <br />z® <br />o¢ <br />o0 <br />a� <br />z <br />o E <br />(1) o It <br />E8 <br />2 O <br /><o <br />az <br />W W <br />w� <br />rp <br />(%� <br />.Zz z <br />o o <br />O <br />m o <br />z� <br />.•J' <br />N <br />y <br />YQ W <br />o <br />o <br />g0 <br />az <br />U <br /><o <br />o <br />w� <br />�o <br />Milli <br />� <br />or <br />z¢ <br />ti <br />o— <br />Uri <br />C O <br />O <br />N <br />^L, <br />W <br />N <br />.-. <br />m <br />O <br />m <br />N <br />CL <br />m <br />f`� <br />-� <br />d- <br />c <br />r <br />c <br />0) <br />Z <br />r <br />O <br />N N <br />L0 <br />r <br />ili <br />caE <br />z j N <br />N r <br />o <br />z <br />O <br />E <br />cc <br />a <br />U Q p <br />JOB <br />NO: 19-5900 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />