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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />6" FASCIA <br />(TYP) <br />TEXTURED — <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F. FL. <br />00 <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. - <br />SPECIFICATIONS _, <br />.I. <br />1 1 Orr _ - _ c <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />a a© U L_ — 0©© [1 0 <br />F__1OEI c El am ao <br />E❑L-- ,[7] <br />1u7] F7­1 ❑ LA <br />-------- -- ll___ IL _177== -- ------ <br />12 <br />�5 <br />12 <br />5 <br />-------------------------- <br />HEEL <br />— — T.O.M. <br />HDR HGT, <br />TEXTURED <br />CEMENTICIOUS c <br />FINISH ON C.M.U. _ ' <br />(TYP.) °p °O <br />Zo <br />�rJ---F.FL. <br />14'-0" RIDGE VENT <br />12 <br />r <br />� I <br />15'-0" RIDGE VENT, <br />f 12 <br />1 �5 <br />FRONT ELEVATION - Al <br />2'-0" <br />� RIGHT 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 sins. <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 SO. IN. OF NET FREE AREA / SO. FT. <br />O� <br />z® <br />a <br />to c� <br />4-J N <br />w <br />•u <br />— <br />Q w <br />120 <br />C) <br />U <br />W <br />M <br />CO <br />N M <br />v, <br />8 D• <br />NN C� <br />,11� <br />N_pp N <br />V N <br />g a ao <br />CDQ! z <br />J <br />LU <br />— a <br />W10Z <br />0 <br />LLZ i I " 14 f:g <br />l <br />r,, <br />D- <br />"R 0 F ES <br />To the best of the Engineer's 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />U <br />za <br />a <br />f� <br />U) <br />U �� <br />Z U <br />Z <br />o11 <br />C <br />� •• <br />Q <br />�S- <br />LU <br />w <br />z <br />Z <br />.� <br />`, <br />0 <br />U) <br />c <br />O <br />Z <br />q <br />U <br />= <br />Quo <br />0 <br />95 <br />r-4 <br />Z <br />J <br />Ln <br />W <br />� <br />E <br />N <br />Z <br />ZS <br />m <br />O <br />O <br />� <br />Z <br />t <br />� <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 4nO <br />SHEET NO. <br />3.1 <br />