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a <br />ayi " <br />E o <br />ao <br />CL <br />02 <br />0 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />N. <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />- -- - - - I <br />DODa0E0 <br />MINIM <br />E <br />__1N <br />70=7 <br />10 <br />11 NET1 <br />FN_ <br />TE7 <br />15'-0" RIDGE VENT <br />12 <br />5� <br />N <br />12 <br />�5 <br />----HEEL <br />12 <br />5� l� <br />F4 <br />- T.O.M. <br />,- - HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. r <br />(TYP.) 0o <br />- - - F. FL. <br />----------------------------- - <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />FRONT ELEVATION - Al <br />RIGHT ELEVATION - Al - <br />SCALE:_ <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 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <br />UI' <br />y M <br />O <br />® O <br />N <br />13 <br />U) ;L1 <br />a <br />V) CD <br />Ww <br />�V — <br />OL <br />o <br />i� <br />Cl) <br />m N <br />8 <br />N cs M <br />-T-ai <br />aa) <br />04 <br />Ooo <br />LL aoco <br />0 Y <br />N ao <br /><C (a <br />o� d <br />M ¢ o <br />B �® <br />N rvC�V <br />N � <br />cnC <br />z <br />N �� <br />chNmnZ <br />Z W 2 z <br />w J -T C <br />U) <br />W ¢ K a, <br />ts It <br />v", DSE M <br />_I y�q) R i <br />Ly <br />N <br />Q ':4a�11ti <br />lIttitt��tt <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 />4600 W. Cypress St, Suite 200 ) Tampa, FL 33607 <br />www.LennarTampa.com <br />00 <br />ce <br />z Q <br />¢� <br />�F <br />z <br />w<QcX <br />UQ80 <br />O <br />Z U Z R <br />T 0 w z <br />oh <br />�> <br />o <br />CJW�N <br />W <br />I— w <br />L <br />Q_ <br />—� W <br />f z O <br />' " <br />> <br />IZ. <br />Z <br />a <br />Q <br />W <br />U <br />a <br />— w <br />V <br />Z <br />T� <br />V • <br />Q <br />OOo <br />° <br />z <br />OLU <br />2:(-+U <br />� <br />p: <br />0 W CL <br />:.N; <br />� <br />LL <br />O-n::I <br />C <br />ILLZ <br />Z Q <br />w`�a<� <br />a¢w� <br />Z <br />�8-2 <br />Z <br />Lu <br />L 7 <br />LU <br />?' it L, <br />LL :S <br />J <br />T—t <br />w u <br />M <br />Q <br />Z <br />S¢o <br />Z <br />tu <br />Cy z <br />m <br />0 <br />4z <br />�1 <br />Tw <br />r <br />JZ <br />a <br />.-t <br />a <br />V) <br />s <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />