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12 <br />5� <br />12 <br />�5 <br />T.O.M. <br />HDR HGT. <br />------------------- -- — — — — — — — — — — — — — <br />EXTENDED <br />OVERHANG TO BE 10 <br />TEXTURED CENTERED ON DOOR <br />O <br />CEMENTICIOUS <br />60 o1 FINISH ON C.M.U. <br />co (TYP.) <br />25 SH 25 SH <br />F.FL. 5068 DI <br />------------ <br />12 <br />5� <br />------------------------------------------ <br />2'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />16-0" RIDGE VENT <br />12 <br />—'` <br />4'-0" RIDGE VENT <br />REAR ELEVATION - Al <br />HEEL <br />5 N <br />T.O.M. <br />, <br />— HDR HGT. <br />------------------------------- —----------------------------- — <br />TEXTURED _ <br />CEMENTICIOUS C <br />r <br />FINISH ON C.M.U. oo 00 <br />(TYP.) is <br />I............................ L. <br />IL <br />LEFT ELEVATION - Al <br />: 1 /4"=1' <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 1/3W 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 FOLLOVNNG 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 SO. IN. OF NET FREE AREA / SQ. FT. <br />z� <br />z® <br />z <br />a <br />t/) 0 <br />� W <br />_M 0 <br />�U — <br />Ow <br />U <br />m � <br />® <br />0 <br />U <br />BID. <br />"\\Tli <br />w <br />N �D <br />CAZ W Hog �' z <br />IaUWe. <br />� LL ate. <br />W o: <br />agoa <br />p <br />a � <br />\!LL <br />O� -40- <br />— <br />R O F E'S <br />N! t111111111�� <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 />Resldents, 8th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />a <br />z <br />u� <br />LUG® <br />W <br />W <br />z11Y <br />z <br />C <br />�� <br />Q <br />U) <br />O <br />C) <br />U <br />2 <br />r-1 <br />O� <br />Q <br />Cr <br />w <br />o <br />J <br />0 <br />a <br />d' <br />w <br />Ln <br />'--I <br />w <br />z <br />zS <br />E <br />o <br />� <br />00 <br />z <br />g <br />= <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />TECH: ]MUROSKI <br />VERSION N0. 4nO <br />SHEET NO. <br />3.2 <br />