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L0 <br />C14 <br />L0 <br />CD <br />C'4 <br />r- <br />!4? <br />C'4 <br />00 <br />(0 <br />C14 <br />C) <br />W. <br />C'4 <br />to <br />to <br />L0 <br />C14 <br />00 <br />�0 <br />04 <br />C) <br />E <br />(1) <br />A) <br />LZ <br />9 <br />PAS <br />LLJ <br />3 TAB SHINGLES. ROOF — <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1TRIDGE VENT <br />—7 7' <br />12 <br />L <br />5�J <br />- - - - - - - - - - - - <br />- --- ---- - - - - - - - - - - - - - - - - - - - - - - - - - <br />ci <br />12 1 . __ J I <br />4'OFFRIDGE VENT <br />3 <br />r <br />HEEL HEIGHT <br />— — — — — — — — — — — — — — — — — — <br />T.O.P. <br />— — ---- — — — — — — — — — — — — — — - — — — — — — — — — <br />lvo.d <br />Ci <br />TEXTURED <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP.) <br />2nd FIN. FLR. <br />— — — — — — — — — — — — — — — — — — <br />-7- - - - <br />— — — — — — — —Asm ime — — — — Bab T.O.M. <br />— — — — — — — — — — — — — — <br />L - — — — — — — — — — — — — — — — — — — — — — — — — — -- <br />TEXTURED <br />CEIVIENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />51 <br />4' OFFRIDGE VENT <br />8'RIDGE VENT <br />5'RIDGE VENT <br />W-01, HDR HGT. <br />I— F.FL, <br />12 <br />A <br />HEEL HEIGHT <br />_J -- -- — — — — — — — — — — — — — — — — — <br />=L7- <br />- -- --- — — — --- — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — - — — — — T. 0. P. <br />_U r <br />HDR. HGT. <br />--TEXTURED <br />CEIVIENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP.) <br />ci <br />12 <br />------------- <br />- - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - --- - - - - - - <br />2'-0" <br />TEXTURED — <br />CEMENTITIOUS <br />FINISH ON C.M.1 <br />(TYP.) <br />3 TAB SHINGLES. ROOF — <br />INSTALLED AS PER IMANUF. <br />SPECIFICATIONS <br />12 <br />3.5 <br />2nd FIN. FLR. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — -- — — — — — -- — — - — — — — — — — — <br />CJ / WEEP T.O_lM_ <br />F.FL. <br />z <br />9 <br />9 <br />00 <br />z <br />r <br />-110 <br />z <br />0? <br />bo <br />00 <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 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 />REAR 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 />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />SCALE: 1/4"=1 <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 />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <br />*If not enough vented soffit is provided 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 />**Formula (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft of Deck -Air Needed) <br />LEFT ELEVATION — B <br />SCALE: 114"=l'-O" <br />0 <br />0 <br />0 <br />CD t�2 <br />V) CD <br />Cz <br />(D <br />C-1.) <br />4--J U-1 <br />LIJ <br />0 <br />12 <br />E <br />::D <br />0 <br />C) <br />0 C:. <br />Fo r- <br />04 <br />E <br />0) M <br />a co M <br />T -0 C') <br />C) <br />0 .1 04 <br />U_ co <br />ai <br />0 <br />F <br />C' <br />< 6 <br />Al 0 <br />BID. <br />U Z UA - <br />) P Mal, <br />LU <br />LU z -2 <br />z 0 0-.,5 <br />'F'� 4 zc <br />C <br />z <br />LU <br />U <br />www'r'n OM <br />0 <br />W <br />Ln <br />C <br />z <br />CC 4 <br />W <br />C-2 0: <br />0 <br />r <br />PROfecj <br />To the best of the Engineer's knowledge, info7mation and beiief, <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 beadrig <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 <br />Lu <br />z <br />C/) <br />U0 00 <br />0 <br />U <br />t2zz <br />< <br />0 1 U, <br />cc, _3 <br />?5 <br />LIJ <br />0 <br />UJ <br />z <br />_0 <br />L-U <br />C) <br />V) 3: <br />ro <br />C/) <br />0 <br />0 <br />U <br />(y) <br />< <br />Zo <br />cr_ <br />< <br /><U5 <br />X 0 <br />LU <br />U5�-M2 <br />r 0 <br />z <br />zii <br />< <br />00 <br />'q- <br />< <br />U, <br />z <br />z <br />UJ <br />—1 <br />L0 <br />r-A <br />< <br />di <br />< <br />U <br />U <br />< <br />00 <br />�D <br />4t <br />17*4 <br />C:) <br />z <br />0 <br />Z <br />LL] <br />< z <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MIAMES <br />VERSION NO' 4n2 <br />SHEET NO. <br />3.2 <br />