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C) <br />M <br />CD <br />C) <br />CN <br />r- <br />LO <br />C3 <br />C" <br />C) <br />C) <br />00 <br />L0 <br />I <br />00 <br />C-) <br />C'1_1 <br />a <br />CL <br />E <br />E <br />0 <br />00 <br />CD <br />C�. <br />W, <br />T C) RA _00- <br />14'-0" RIDGE VENT <br />12 <br />5 [:�:� <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <br />12 <br />zz��5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />7r <br />------------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />T-O" RIDGE VENT <br />12 <br />;Z��5 <br />REAR ELEVATION — B1 <br />SCALE: 1/4"=l'-O" <br />1 " x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />3 TAB SHINGLES. ROOF <br />6 <br />INSTALLED AS PER MANUF. <br />-7 <br />7� <br />- - - - - - - - - - J <br />- E�_�L <br />11-011 V-0" HDR HGT. <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - <br />TEXTURED .0 <br />.0 CEMENTICIOUS <br />Z-10" FINISH ON C.M.U. <br />(TYP.) TEXTURED <br />CEMENTICIOUS C? <br />FINISH ON C.M.U. zo <br />(TYP.) <br />F,FL. <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />7 <br />3" SMOOTH <br />7,TEXTURED <br />BAND <br />LEFT ELEVATION — B1 <br />SCALE: 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 />R703.7.1 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 wl 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SO. FT. <br />0 L0 <br />L" <br />— <br />M <br />C, <br />(D <br />u) <br />c_/> <br />LU <br />0 LU <br />V) rW <br />E <br />(A =3 <br />M C) <br />0 C:) <br />FM [-- <br />CN <br />LU <br />I.— E <br />c' <br />-T- ai <br />o 04 <br />C) <br />_r 00 <br />-00 <br />0 T <br />< 6 <br />i�� <br />U) CL 6 <br />0 <br />Al I <br />BID. <br />N�C B-D-C <br />(A Cl p C�J <br />LU c-, S :2 a" <br />J_ C? <br />4 LL� <br />LU 0. <br />U1 <br />Z 0 'S < <br />C) <br />'Ca OC <br />M E <br />z <br />LAM <br />012— <br />IfM <br />0 W N <br />'�'�ENQCOM <br />-1 <br />'N V <br />SE <br />1b CX> <br />'ro <br />J <-3 <br />< <br />C=h. <br />10 <br />'�OF <br />E SS\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specificabons 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 />LENNAM <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 Z <br />0 <br />z <br />Cf) <br />ii: a.. <br />UJ z< 0� of <br />U 00 <br />0 <br />U0 <br />W <br />LU < <br />U Z <br />2 zw z <br />< <br />�20_ Lu <br />C' W <br />:> <br />0001.olMS <br />UJI <br />LU 04 <br />ED � @ <br />8 ul <br />(A <br />L:1 <br />LU <br />z z <br />> <br />LU <br />z <br />z <br />U) <br />L4 3: <br />_0 <br />0 <br />LLJ <br />Q <br />LU <br />LL' <br />U 0 c� CL <br />10< <br />Z < <br />Lu'- < <br />< Lu <br />< <br />Z <br />Z <br />T-J <br />0� <br />LLI <br />Lr) <br />(LLJ <br />Z <br />Lij <br />U <br />0 10 <br />Lu <br />00 <br />< <br />Z <br />uJ <br />'=z <br />0 <br />Ln <br />z <br />tFJ <br />V) a <br />CY z <br />(A 0 <br />0 <br />06 <br />:5 <br />LIJ <br />V) <br />z <br />uJ <br />rn <br />T-4 <br />0- <br />V) <br />X <br />n <br />AS NOTED <br />-SCALE <br />DATE 3/7/2018 <br />TECH: JMUROSKI <br />VERSION No' 4n0 <br />SHEET NO. <br />3.2 <br />