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M <br />LO <br />CD <br />C14 <br />rl- <br />LO <br />0 <br />-0 <br />E <br />L0 <br />C) <br />Q0 <br />(_1 <br />tl- <br />00 <br />E <br />ic, <br />C" <br />4) <br />E <br />ID <br />r 7 <br />A* <br />�2 <br />C:1 <br />c" <br />PAN <br />TEXTURED — <br />CEIVIENTITIOUS <br />FINISH ON C.M.U. <br />(Typ�) <br />3 TAB SHINGLES. ROOF — <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />5 <br />-------- ------- <br />Ci <br />12 <br />3 <br />3'RIDGE VENT <br />1TRIDGE VENT <br />4'OFFRIDGE VENT <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />HEEL HEIGHT <br />T.O.P. <br />-------------------- --------- <br />ci —TEXTURED <br />L/ CEIVIENTITIOUS <br />FINISH OVER <br />00 <br />SHEATHING <br />(TYP.) <br />12 <br />5— <br />���--'4'OFFRIDGE VENT, :�N- 10'RIDGEVENT <br />2nd FIN. FLR. <br />--- — — — — — — — — — — — — — — — — — <br />T.O.M. <br />440. HDR HGT. <br />I F.FL. <br />I I � � I I . i 2nd FIN. FLR. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — <br />CJ / WEEP T�O.M. <br />T-0` <br />— — — — F.FL.— <br />z <br />CC) <br />OP <br />bo <br />b <br />0? <br />bo <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 />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTIVI C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 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 />R703.6.3 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 />R703.8 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 contructions 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 />0 At Built-in gutters. <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code Sth Edition <br />(2017) Residential R806. <br />REAR ELEVATION — A 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 />rtion <br />_011 but no more than 50% of the required ventilation is provided in the upper portion <br />SCALE: 1/4"=1 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 I UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />e LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />**Formula: (Sq. Ft. Soffft Needed) x 7 = (Sq. In. Needed)] 9 = (Linear Ft. of DeckAir Needed) <br />LEFT ELEVATION — A <br />CD !P <br />co <br />C, <br />C. <br />V) CD <br />a) C—/> <br />4--J LLJ <br />0 LU <br />E <br />V) <br />0 <br />F_ <br />M C) <br />W <br />Cn C0 <br />0 C) <br />04 <br />LU <br />F__ <br />a) M <br />0) M <br />r_ M C0 <br />C') <br />cli <br />0 �9 C:� <br />C) <br />Ac <br />C LL 00 <br />-5 - 00 <br />0 -he iZ_ <br />0 <br />U) CL C=) <br />U 0 711� <br />"q- CIL <br />M < C5 <br />I <br />C�B D <br />Z Lu <br />U) <br />> <br />LU C�'6 C' <br />(Li � <br />LU -E <br />Z 0 -.,g <br />z <br />LJLP 4n E ��5 <br />ru <br />It I- <br />T LI'4'. <br />-Po <br />S <br />(0 zi; <br />t."I' ­k <br />__J <br />0 <br />OFESS�O <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 />LENNARI <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 Z <br />0 <br />z <br />z <br />U) <br />U 4 9 00 <br />E0 <br />Ce <br />Z Lu <br />0 <br />sz� <br />Z <br />ERE, <br />< <br />8 <br />:> <br />< <br />UJ <br />J <br />2: <br />0 <br />LU <br />z <br />Z� <br />_0 <br />LU <br />z <br />t.0 <br />C/) <br />0 <br />2! <br />z <br />ul <br />U_ <br />< <br />U-;e <br />R0 <br />< <br />'06 <br />ILLJ <br />0'� a- <br />6 <br />op <br />u<' <br />Lr) <br />< z Ce <br />a Li . <br />F- u- <br />z <br />z <br />r_4 <br />r1J <br />0 <br />cy '0 <br />LU <br />In <br />di <br />2: <br />< <br />LU u- 5 <br />Q 0 <br /><Z' <br />5� l� �� U <br />� � '< <br />LU 0 <br />r-4 <br />I'D <br />< <br />Z <br />z <br />t <br />ul W z <br />�<o <br />V) <br />H <br />0 <br />00 <br />z <br />UJ <br />0 <br />R <br />z <br />rn <br />T-4 <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MIAMES <br />VERSION No' 4n2 <br />SHEET NO. <br />3.2 <br />