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cr_ <br />C:) <br />00 <br />LO <br />I <br />co <br />co <br />LO <br />I <br />-1 co <br />E <br />0 <br />60 <br />nNIIIIIIIIIIII <br />2 L V) <br />N <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />12 <br />5 F�� <br />T-0" RIDGE VENT <br />12 <br />5 [:�� <br />14'-0" RIDGE VENT <br />12 <br />;Z�� 5 <br />FRONT ELEVATION — B1 <br />SCALE: 1/4"=l'—O" <br />RIGHT ELEVATION — 131 <br />SCALE: 1/4"=l'—O" <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 ASTIM 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 ventiiated.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 I UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />CD V <br />co <br />CD <br />co <br />C14 <br />V, CD <br />LU <br />0 W <br />::D <br />E <br />0 <br />1— <br />M u <br />2 Cl) <br />0 C� <br />Co F- <br />04 <br />LU <br />F_ E <br />(D M <br />0) C) <br />C Co CO <br />(2 -0 co <br />'a <br />:E aj <br />04 <br />0 0 C:, <br />M 00 <br />0 <br />_5 -00 <br />0 -2 jzz- <br />(n 5. 6 <br />0 <br />Lo <br />go- <br />< ci <br />N C B D-C <br />U) c2v� <br />Z UA C-4 Z" <br />U) <br />LU a. <br />�5 <br />LU <br />Z 0 Cl <br />S C�! '5 <br />Z U) :Z- E <br />LL <br />LU C" <br />C) <br />00 <br />< —0 <br />F I- <br />ZZ <br />)�OFES5\0'O' A <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition, Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <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 />z <br />C4 X <br />so <br />0 <br />0 0 W <br />Lu <br />zm <br />tm z z <br />n uJ <br />22 z M <br />< <br />Lu <br />e-s <br />12 @ <br />< <br />UJI <br />UJ <br />8"' <br />_J <br />ULJ <br />z z <br />>' 8 <br />2: z <br />> <br />Lu <br />2 <br />C:) <br />az <br />_0 <br />U) <br />2: <br />0 <br />0 <br />Q <br />z <br />U <br />Z: <br />< <br />9 <br />ooz <br />. l.- 0 <br />4 <br />2: ou <br />0 <br />cr <br />ro- <br />r'J <br />LL_ <br />z <br />Lu,,� <br />z L< <br />2: W <br />Wggo <br />z <br />�o U- <br />LLI <br />Lr) <br />LU <br />2: <br />6j <br />< W-=) <br />0 <br />8 F- <br />z <br />00 <br />z <br />0 <br />z <br />go <br />M <br />0 <br />L0 <br />06 <br />Z <br />:5 <br />UJ <br />rn <br />T-4 <br />0- <br />U0 <br />�3 <br />SCALE AS NOTED <br />DATE 3/7/2018 <br />TECH: JMUROSKI <br />VERSION No' 4nO <br />SHEET NO. <br />3.1 <br />