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12 <br />5� <br />HEEL <br />12 <br />o 5 <br />T.O.M. <br />HDR HGT. <br />F <br />- - - - - - - - --- <br />TEXTURED <br />a CEMENTICIOUS <br />co FINISH ON C.M.U. <br />(TYP.) <br />F.FL. J <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1' U' <br />—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -- —--- <br />El El FD_1 El 0 FEI 1:1 <br />El FE71 El El F17-1 F7� E] <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />12 <br />5� <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />6" FASCIA <br />(TYP) <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.0 <br />(TYP.) <br />--_ F.FL. <br />- - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <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 wail <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 shalt 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 -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />zo <br />—o <br />N <br /><C <br />a <br />GA_ <br />w <br />p <br />0 w <br />In <br />o <br />o— <br />VC13 � <br />o 0 <br />m N <br />'= S <br />� <br />_ <br />CMg <br />O o N <br />C) <br />_ co <br />CU <br />C <br />o <br />Q rn <br />cofl-o <br />My <br />rn Q o <br />N N <br />N O V1 N <br />gM"Z ' z <br />Z W <br />�. U_ o <br />W <br />zo <br />1 Z5 ao <br />15 <br />z H Z5� <br />LL <br />W <br />OW <br />W44W.t C <.i'Y T� <br />.• <br />U� <br />J <br />V1 <br />�:o <br />E S <br />Of <br />/W�d'� <br />t <br />.Ill1 <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 />Engineers signature and seal. <br />L eta <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />tto <br />3� <br />LLJ <br />z¢ <br />azf <br />�J¢°o�tr <br />OU <br />Z <br />O� a v <br />O <br />z zv <br />28 w <br />K � J <br />e-'s <br />o.�Ep <br />L <br />Q^ <br />J <br />LU <br />z <br />z <br />C) <br />4 <br />~o <br />y <br />U) <br />O <br />vJ <br />Q <br />a <br />< <br />Lu <br />U <br />= <br />J <br />Q <br />ul9 <br />o R.z <br />J <br />s <br />Z <br />O <br />zoo <br />V0 <br />N <br />cr <br />¢ <br />ro: <br />ILL <br />w � ¢ <br />Q/ <br />a¢2: <br />Z <br />Z <br />,� o <br />o8g� <br />�30OZ <br />J <br />—I <br />UJ <br />cc <br />NI¢—u <br />gF¢f— <br />,^ <br />W <br />0 <br />G <br />¢ <br />Q <br />z <br />�g <br />z <br />8 <br />o, 0Ln <br />m <br />rn <br />00 <br />� <br />_ <br />,-i <br />d <br />t 0 <br />o <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO. <br />4mO_ <br />SHEET NO. <br />3.1 <br />