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CD <br />0o <br />T r1 t,A — <br />— —-------- <br />�1'-0" <br />15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <br />14'-0" RIDGE VENT <br />_ 3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF <br />SPECIFICATIONS <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON G.M.U. <br />(TYP,) <br />------------------ <br />12 <br />�5 <br />REAR ELEVATION — Al <br />SCALE: 1,4"—,-0" <br />T.O.M. <br />HDR HGT. <br />-- a, — — — — — — — — — — — — — — — — ------------- -- ---------------------------------- <br />TEXTURED <br />TEXTURED - --------- <br />CEMENTICIOUS CEMENTICIOUS <br />FINISH ON C.M.U. FINISH ON C.M.U. 2'-001 <br />(TYP.) (TYP.) <br />F. FL <br />RIGHT ELEVATION — Al <br />SCALE: ,,>"-,.o" <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 11300 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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />13 <br />ca <br />R-0-- <br />J M <br />d N <br />13 <br />- _ M <br />z <br />X1tJ'1 <br />LL3 Y <br />w r` <br />N cL, E <br />o <br />�N •, <br />� <br />U m <br />w m <br />�— E <br />— o g <br />U � � <br />• <br />rn iu <br />Q rn rn <br />® Q <br />�m <br />N �D <br />M <br />LU <br />L2 <br />U z <br />LLM Z p a W ) 9z y^ oU w y <br />z nw <br />LU <br />�Q <br />Z 0IUL <br />N - <br />W'\- <br />� N N <br />a <br />�•., , <br />'V"''/ <br />'0R O F E 11 `O\� <br />N!l1111 <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 Florida 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 />O <br />w <br />M <br />z z <br />oF <br />z <br />o� <br />E U <br />Nd <br />t- <br />u j <br />x U <br />z® <br />❑a <br />UO <br />' O <br />C <br />O E <br />N <br />z t <br />04 <br />° z <br />coo <br />O' <br />a z <br />¢� <br />- B <br />N <br />�z <br />O U <br />"m <br />mo <br />z <br />z <br />P <br />aw <br />N <br />Q � <br />O <br />o <br />LL ¢ <br />O <br />d <br />N W <br />V <br />�� <br />oW <br />~� <br />r3 <br />p <br />d <br />w <br />a 2 <br />cl <br />za <br />�3 <br />C O <br />0 <br />^L1 <br />W <br />/`J > <br />LO <br />i <br />C:)■_ <br />r-� <br />C) <br />Q <br />Y sCN <br />31, <br />r <br />o <br />r <br />�r <br />It C:)LO <br />LO rn <br />r <br />O C') N <br />E <br />M <br />Q �; h <br />Z <br />c <br />E Q <br />0 <br />U 0 Q <br />J <br />JOB <br />NO: 19-5892 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />