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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />--------------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5[:::E;� <br />----- EXTENDED— —�' <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />12 <br />�5 <br />T.O.M. <br />-------- HDR HGT <br />-----------------------------------I— FYI-, <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />4' RIDGE VENT <br />12 <br />�5 <br />19' RIDGE VENT <br />_ T.O.M. , <br />TEXTURED TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. FINISH ON C.M.U. _ <br />(TYP.) (TYP.) o <br />50 <br />LEFT 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 SO. IN. OF NET FREE AREA ISO. FT. <br />O <br />0 <br />0 <br />M <br />oo <br />z N O <br />z o <br />J M <br />CZ N <br />M <br />WF <br />cn0 za <br />o <br />U_ U_ <br />--J U% Y <br />`V w O <br />.O <br />w <br />N f:�, E <br />v) <br />(10 �— a <br />U on <br />w m <br />2 g <br />0 4.1 <br />U <br />U) 0 <br />• <br />a <br />I 4m <br />N �O <br />go 2 <br />z <br />z w <br />� � � � 2 U W w <br />d a w <br />LU ♦aA <br />te �� c W <br />V a rn Caw p f� <br />eCn <br />z <br />Zatz <br />N E '•.p o <br />z —4 <br />IC <br />0�SS)��� <br />To the best of the Engineers 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 />o <br />� <br />i <br />ccv <br />Q E <br />o <br />E <br />zo <br />�� <br />�° <br />�5 <br />>m <br />�s <br />_® <br />oa <br />U <br />(6 <br />�� <br />X U <br />jp <br />� <br />O E <br />N <br />ao <br />¢o <br />Q <br />a <br />lye <br />�N L <br />ra <br />C <br />c <br />Z2 Z <br />QY <br />U <br />00 <br />OLL <br />z , <br />z <br />J <br />�m <br />W <br />� <br />0 <br />3 <br />8< <br />' <br />CL <br />�g <br />a° <br />z <br />ww <br />o <br />hZ <br />J� <br />W <br />� <br />�o <br />MilliCDa <br /><1 <br />oa <br />F <br />U3 <br />c C:)0 <br />U) <br />M <br />^L, <br />W <br />,! <br />CM <br />co <br />2 c <br />'m 0) <br />/r'� <br />LO <br />T <br />I N CO'04 <br />0)ci <br />r <br />z <br />M co N <br />� <br />o <br />O 2 <br />= <br />a <br />iv <br />U � q p <br />JOB <br />NO: 19-5332 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />