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HEEL <br />0 <br />T.O.M. <br />HDR HGT. - - <br />TEXTURED <br />o <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />00 <br />oo <br />(TYP.) <br />to <br />12 <br />5� <br />12 <br />----------- & --------------- <br />F. FL. <br />- -----------I-------- <br />m <br />co <br />rc7 <br />0 <br />0 <br />N <br />t� <br />r� <br />L <br />N <br />I <br />00 <br />i <br />o' <br />a <br />rn <br />12 <br />7�5 <br />3 TAB SHINGLES. ROOF <br />- — INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1' 0" <br />— ---------------------------- -- — — — — — — <br />F1 F=1 EJ 7= D FD� El <br />= F71 El El FF71 <br />F=_1 F=_1 F1 El <br />FRONT ELEVATION — Al <br />SCALE: „a"_,..o. <br />c <br />m <br />14'-0" RIDGE VENT <br />0 12 <br />L <br />— 5 <br />15'-0" RIDGE VENT <br />12 <br />°O 3 TAB SHINGLES. ROOF <br />5� INSTALLED AS PER MANUF. <br />- — L --- - SPECIFICATIONS <br />--—r <br />--- --- - - — — — - - - -- - -- --- - - - - - _- T.O.M. • <br />°O _ _ _ _ HDR HGT. <br />a 6" FASCIA <br />E (TYP) <br />Cn 2'-0" <br />o 40 <br />TEXTURED o <br />c CEMENTICIOUS o0 00 <br />FINISH ON C.M.U. <br />i (TYP.) <br />0 <br />1Z <br />o — F.FL. <br />- - - - - - - - - - - ---------- - - - - - - <br />-- - - - - - - - - <br />- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />--- <br />v <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 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 SO. 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 />(I L <br />z o <br />�o <br />Z N <br />z� <br />z <br />Ln 0 <br />LU <br />t-u <br />C� <br />�V — <br />O LJJ <br />N <br />TM <br />~ <br />Cn <br />o M <br />EaN <br />W <br />°r E <br />win �. 8 <br />(M M <br />O O N <br />C) <br />,✓U_00 <br />Co <br />N ro <br />o <br />rn Q d <br />A® <br />B Ds <br />N C B D C <br />I�JI <br />p N N <br />U) S a <br />Z W <br />Fs z _ M N m Z <br />W a'6�N <br />LY V.CLZ <br />Wazr0.L, <br />Ck <br />-i. <br />¢ <br />O <br />°o <br />0HeMill I <br />LL ZW" <br />� <br />9,�O <br />• <br />r <br />• <br />J... <br />< Q, 'ae <br />s <br />`6 -w 0s <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />uJ <br />za <br />fF <br />U) <br />z <br />LU<WX <br />oo8° <br />O <br />zU1z5 <br />O Z.Z <br />X J <br />nwWO'D <br />LJJ <br />Q <br />N Lb <br />z <br />i <br />rAAr'' <br />III <br />o <br />U <br />f Z <br />(n <br />Z <br />M <br />vJ <br />z <br />Q <br />J W <br />1>u LL <br />0Lu <br />IBM. <br />t'V <br />U oa <br />Lzu <z <br />a <br />cC <br />Q <br />fne <br />~� <br />g0�o <br />Z <br />Z <br />o�u_ <br />�o' ow � <br />J <br />Lr)_ <br />rl <br />W <br />� <br /><C <br />LU <br />Q <br />Z <br />azLU 8 <br />gaF`- <br />Z <br /><<z <br />N <br />d' <br />Z <br />�o <br />m <br />O <br />lD <br />� <br />ZZ <br />J <br />= <br />0 <br />.--I <br />a <br />to <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />3.1 <br />