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TOM — <br />1'-0" <br />a <br />12 <br />a — , <br />1. .. - <br />12 <br />;�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <br />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 />REAR ELEVATION - Al <br />SCALE'. t/a'=t'.V <br />T. <br />HDR HGT. <br />1-01 <br />E <br />TEXTURED <br />TEXTURED <br />i <br />CEMENTICIOUS <br />CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. <br />FINISH ON C.M.U. - <br />(TYP.) <br />(TYP.) o <br />r <br />i <br />C <br />0o co <br />o <br />__--F.FL. <br />00 <br />N <br />M <br />W <br />LEFT ELEVATION <br />- Al <br />1 /4"=1'-0" <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 FOLLOIMNG 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />Lf <br />V <br />U <br />zo <br />z�® <br />Q <br />J <br />a. <br />to U <br />%U <br />N <br />•u <br />OL" <br />U <br />mo <br />no-112 <br />w015 <br />2,02 <br />U <br />Q <br />Log <br />�i o <br />M D• <br />NCH'D;C <br />�1 N <br />' <br />Ci <br />C <br />GjaMINI,6 <br />III• N U_ <br />— F <br />inLY <br />W U's 3 <br />is <br />Witltj <br />! o <br />N <br />SENG.COM <br />•' <br />"1 �• U 4?c0 (t <br />Q �C10'� <br />i . C-1C <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. 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 />�o <br />co <br />~ <br />a <br />O� <br />e--N <br />w <br />Q <br />a' <br />J <br />� <br />r <br />Z <br />> <br />W <br />ii� <br />z <br />C <br />�--I <br />Cn <br />O <br />U <br />cr_ <br />gas <br />0 <br />Q� <br />¢z <br />t< re <br />ilY <br />Z <br />d. <br />Z <br />J <br />T-1 <br />rl <br />Lli <br />z <br />2: <br />Z <br />I- F- <br />�S <br />�* <br />m <br />N <br />p <br />r <br />Z <br />�j <br />W <br />LU <br />rn 0 <br />� <br />aT <br />tn <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION NO. 4s0 <br />SHEET NO. <br />3.2 <br />