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C <br />a <br />b <br />I <br />~ <br />a <br />00 <br />tttttttt■ <br />2LD <br />-r r) m — <br />--- 1-,_O„------ <br />12 <br />5� <br />14'-0" RIDGE VENT <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 />12 <br />;�S_5 T-0" RIDGE VENT <br />12 <br />�5 <br />REAR ELEVATION - B1 <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />LEFT ELEVATION - 61 <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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 contructions 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 FOLLOWNG 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-FUDGEVENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />zg <br />z� <br />a <br />4� N <br />� w <br />•u — <br />OL" <br />to c <br />U <br />m o <br />W QE <br />t— <br />ON1 M M <br />C <br />_ <br />U <br />1 <br />Ocli <br />gCo <br />" <br />¢rn <br />co <br />uCOiCLv <br />i ¢ d <br />Al� I <br />"V <br />N N <br />rn � <br />LL <br />N <br />ED •'q w <br />W >CLLLo 7 <br />L ri <br />U3 rn S S <br />Z O cc " ¢ owe <br />U) I a�� <br />LLU)MET <br />ZdA <br />LU N d ca <br />�IBs `a' FOR <br />ma�tiiittPf <br />wvw <br />ao <br />� <br />•� 0 < <br />•� ri `� ®Q <br />0 ES <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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />z Q <br />>Z4a <br />wQcx <br />0 <br />Oz <br />oW � <br />�1zz <br />`Jw <br />J <br />Co <br />W <br />� O <br />Q <br />J <br />w <br />L <br />W <br />a <br />W <br />o <br />z <br />1 <br />0 <br />�./ <br />C/) <br />` 3 <br />Q <br />o <br />O <br />U <br />= <br />TIhe <br />z <br />Q <br />cro <br />� <br />8� <br />r- <br />U.J <br />185 <br />� <br />g <br />Z <br />^f <br />Z <br />Ln <br />it <br />J <br />rl <br />W <br />W <br />Y <br />¢z <br />011 <br />< <br />zuJ <br />m <br />Z <br />W <br />g <br />= <br />� <br />,-t <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: ]MUROSKI <br />VERSION NO. 4nO <br />SHEET NO. <br />3.2 <br />r <br />