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L <br />c <br />a> <br />v <br />v <br />S <br />LO <br />rn <br />0 <br />0 <br />N <br />LO <br />I <br />02 <br />m <br />rn <br />iY <br />x <br />rn <br />0 <br />O <br />J <br />LO <br />00 <br />E <br />0 <br />x <br />00 <br />IN. <br />-------E� <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />HEEL <br />T.O.M. — <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U: <br />(TYP.) <br />12 <br />5� <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />12 <br />5� <br />12 <br />;;�15 <br />zo <br />I <br />F. FL. t <br />+3" SMOOTH <br />F2 TEXTURED BAND--/ <br />14'-0" RIDGE VENT <br />12 <br />7�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />F E:1 17117111:10 17-1 Ll <br />OODa0 <br />D E El [JIB <br />12 <br />;:�'5 <br />T-0" RIDGE VENT <br />FRONT ELEVATION - 61 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />_ T.O.M. <br />----------------------------------- HDR HGT. <br />1'-0"--------------------------------------------------- ---------------- —--------------_�-— <br />2'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />— — — F.FL, <br />N. <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION - B1 <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 1/300 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 SQ, IN. OF NET FREE AREA LINEAR FT. <br />• OFF -RIDGE VENTS 138 50. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. FT. <br />U V <br />z_M <br />zC) <br />z� <br />z <br />cn (D <br />w <br />C� p <br />O W <br />m <br />t— <br />o <br />i�(n <br />U <br />�Cl) <br />m <br />W <br />N CO <br />rn M <br />O o N <br />o <br />�LLm <br />IV III , I y <br />= oc) <br />y <br />o <br />¢ CM <br />05 a o <br />en v <br />rn Q d <br />B D® <br />N <br />N N <br />O O C 1 <br />LU <br />U) <br />� LL ^o O raj W <br />W w � N <br />0 = �, 9 0c) <br />�+ <br />E T� <br />LLF� <br />0>-� <br />••y <br />•�•i�� <br />bN yy-- <br />E (� <br />�wW.FI>5 4.�6M L <br />�4 <br />Elf <br />E O� v <br />s <br />\cb <br />ov <br />;? O F E SS <br />�� <br />1 <br />tlrt��oufi� <br />To the best of the Engineer's 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 />NNA <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />Lu <br />za <br />f a <br />r^ <br />Vl <br />Z> <br />Wz<za. <br />z <br />oo80 <br />OZU <br />4Z <br />0 w <br />Z <br />o' w <br />Q <br />uJ <br />O'LN <br />W <br />Co <br />L <br />y <br />/'1 <br />__J <br />W <br />z z <br />} u <br />f <br />z <br />Z , <br />Cif <br />0 <br />a <br />J W <br />U <br />= <br />Q <br />Lu <br />µoµ.� 1.-0 <br />F- YP <br />O <br />cV <br />rJOo <br />ceoa <br />J <br />LL <br />W� zi <br />LU <br />g0fP <br />z <br />z <br />ira2i <br />J <br />Ln <br />6i <br />a z U o <br />W <br />X <br />Q <br />~ <br />Ln <br />Q <br />Z <br />z <br />'W°z <br />*k <br />z <br />tj <br />o <br />C° <br />� <br />oo <br />g <br />= <br />JLn <br />__1a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 11 /28/2018 <br />TECH: M)AM ES <br />VERSION NO' 4n0 <br />SHEET NO. <br />3,1 <br />-I'MIL'i lti-m _k [ALA'a" . 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