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M <br />CO <br />�Ico <br />12 <br />5� <br />.-HGT. <br />EXTENDED <br />OVERHANG <br />CENTERED ON i <br />DOOR <br />�I <br />12 <br />5 �/ <br />--- — — --------------------------------------- <br />F-- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON G.M.U. <br />(TYP.) <br />12 <br />�5 <br />28'-0" RIDGE VENT <br />REAR ELEVATION — B1. <br />SCALE: ,,a -, -0" <br />T.O.M. , <br />HDR HGT. <br />2'-6" <br />TEXTURED Of 10 <br />bo <br />CEMENTICIOUS <br />FINISH ON C.M.U. oo <br />(TYP.) Zo <br />--------I --------------------------------------a----------.-------------- --- -I-I----- <br />LEFT ELEVATION <br />B1 <br />1 /4"=1'-0" <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.T1 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 SQ. IN. OF NET FREE AREA UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />m <br />� a <br />o <br />N <br />c <br />V) C7 <br />LU <br />O W <br />Cn <br />o <br />il CJ <br />o ti <br />m CV <br />p <br />N--COU CZ), <br />0 00 <br />C) U) <br />� "- <br />-00 <br />Y <br />O <br />OEM`� <br />O Y t` <br />W) 0 O <br />ii V <br />rn Q o <br />B D. <br />N <br />'t <br />N N <br />C1) �p KJ <br />� � <br />o <br />aD Z �'z <br />I"U) <br />6'-o <br />W <br />�¢m,;t <br />f' <br />a & w < <br />10 W V > <br />� <br />..Z E 6 <br />V @ C0LL R IW <br />W Q N¢M a <br />��>>1,��lk�i�Pf4����j0� <br />�,(a,NI 13 <br />w LIrr <br />INN <br />v <br />R O F•E SS\O� <br />0 <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 />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />0 <br />z¢ <br />zag <br />g <br />z <br />uJ<X <br />0 <br />OZ <br />U Z QZ� <br />a w Z <br />0 <br />J <br />aapao <br />W <br />,F� o <br />8 <br />—� <br />Zz <br />W <br />>8 <br />zz <br />Z <br />Q <br />C3 <br />o <br />Q <br />O <br />■ <br />` / <br />QNJ t <br />V <br />< <br />rr- <br />Q <br />W 2E <br />000 <br />v <br />- <br />O, <br />w <br />a <br /><0 <br />�Qm= <br />uwo< <br />*k <br />(V <br />r-1 <br />Z'W Z <br />w 'W C 3 <br />Q <br />Z <br />0 <br />go. y <br />W <br />J <br />Lli <br />rlI <br />Lij <br />W <br />Q <br />¢�zo <br />n o z a <br />~ <br />00 <br />ry)4 <br />Z <br />Z <br />0 <br />�z <br />Z <br />tu <br />a0 <br />C0 <br />CO <br />g <br />W <br />= <br />J z <br />r—I <br />d <br />t) <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />3.2 <br />