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L0 <br />c-4 <br />C'4 <br />r— <br />Go <br />4- <br />CN <br />LL <br />o(--) <br />co <br />clj <br />c I D <br />m <br />co <br />co <br />..d- <br />C14 <br />I—) <br />c, <br />ZT) <br />U-) <br />c'4 <br />Ln <br />cD <br />oo <br />co <br />C14 <br />cn <br />E! <br />CD <br />CN <br />E <br />Q> <br />E <br />21 a- <br />.7-30 <br />00 <br />00 <br />00 <br />C? <br />9 <br />3 TAB SHINGLES. ROOF — <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />3 TAB SHINGLES. ROOF &RIDGE VENT <br />INSTALLED AS PER IVIANUF. <br />SPECIFICATIONS <br />12 <br />5 <br />5'RIDGE VENT <br />12 <br />T <br />5 <br />1­6 <br />HEEL HEIGHT <br />- - - - - - - - - - - 76-7 �_ff _� - - - - - - - - <br />4- - - - - - - - - - - - - - - - - - - - - - - - - - - <br />HDR. HGT._ - - - - - - - - - - - - -- - - - - - - - -- <br />TEXTURED <br />CEIVIENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP.) <br />ci ci <br />12 <br />3.5 <br />2nd FIN. FLR. <br />T.O.M.- — - - - --- - - - - - - - - - - - - - - - - - -- - - - - - - - CJ / WEEP_ - - - - - - - F <br />HDRHGT.--- I ____ - __ __ <br />F.FL. <br />HEEL HEIGHT <br />12 <br />3 <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U-N.C. <br />0 PLUMB CUT FASCIA ROOF <br />0 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 ASTIVI 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 construction 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 />FRONT ELEVATION — B <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 />- <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />SCALE- 1/4"=V-0" <br />but no more than 50% of the required ventilation is provided in the upper portion o <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 venfied with Manufacturer Specifications) <br />e OFF -RIDGE VENTS 138 SQ. IN� OF NET FREE AREA / UNIT <br />- SOFFIT VENTS 7 SQ IN OF NET FREE AREA / SQ. FT <br />*If not enough vented soffit is promded due to fire protection, the contractor shall use the <br />following approved vents- <br />- LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN OF NET FREE AREA / FT. <br />"FOrTnUla (Sq. Ft Soffit Needed) x 7 - (Sq In Needed) / 9 = (Linear Ft of Dea-Air Needed) <br />11-0", _ � - - - - <br />- - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - T 77-0- <br />TEXTURED <br />CEIVIENTITIOUS <br />FINISH ON C.M.U. <br />(TY P,) <br />RIGHT ELEVATION — B <br />SCALE- 1/4"=V-0" <br />0 <br />(D f <br />2, M <br />2! <br />__J <br />Ln CD 0 <br />C-10 <br />Lij <br />0 LU <br />C\i <br />i_u a) <br />E cm <br />C M <br />[2 -0 <br />6 C <br />0 <br />U_ <br />U <br />Co <br />W � <br />C, <br /><C <br />< <br />A <br />D, <br />c 8 D <br />t8 <br />14 <br />z 50: z <br />U) <br />LU <br />"Z— <br />Ui -2 <br />0 U., <br />Z U) E <br />f <br />LU <br />0 <br />W CO".... <br />03 <br />Cc <br />V1111, CIR 0 F <br />Is <br />To the best of the Engineer's knowledge, information and beliet <br />the structural plans and specAficatlons contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition Engineers signature and seal is only U <br />the structural engineering portons of the drawing pages bearin,j <br />Engineers signature and seal. <br />1E N Nift m* <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 <br />Z cl� a- <br />< Q� cr <br />U 0 <br />0 <br />0 <br />0 cc <br />W � <br />lu <br />TEZZZ <br />(3 C) LU <br />< <br />0 <br />0 C <br />< <br />LU <br />ca <br />a— <br />__J <br />LLJ <br />z <br />>_ 0 <br />� zu <br />0 <br />LIJ <br />!Z5 <br />z <br />—0 <br />C:) <br />4 <br />:z) <br />2: <br />ru <br />U) <br />0 <br />> <br />z <br />U <br />Lr) <br />U <br />r.-J <br />re) <br />< <br />00Z <br />P <br />Ln <br />r.-i <br />Ul-1)) <br />Lf) <br />2;- <br />0TUO <br />u0wa- <br />Er <br />ceo< <br />�R:�izj <br /><Z< <br />< <br />< <br />00 <br />0 <br />Ed <br />LU <br />U-) <br />2: <br />< <br />LU <br />< <br />:D <br />Z 0, <br />< <br />.� � 0 <br />00 <br />t10 <br />C:) <br />< <br />0 <br />Ck <br />LU <br />z <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: IVIJAIVIES <br />VERSION No' 42 <br />SHEET NO. <br />3.1 <br />LU <br />