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YF5 F4 <br />12 <br />1�5 <br />RICKET <br />BEYOND <br />HEEL <br />— _ <br />04 <br />I I I I <br />��I ICI � ICI <br />4'-0" RIDGE VENT <br />12 <br />5� <br />16'-0" RIDGE VENT <br />12 <br />�5 <br />T.O.P. / <br />T.O.M. — <br />HDR HGT. <br />cal <br />o TEXTURED <br />r Q CEMENTICIOUS 21-011 <br />co 60 FINISH ON C.M.U. <br />ifl 0 (TYP.) <br />F.FL. _ _ <br />!21 <br />G1 <br />FRONT ELEVATION - Al <br />SCALE: 1/4"=1'-0" <br />RIGHT ELEVATION - Al <br />: 1 /4"=1' <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 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 11300 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 FOLLOWNG 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 />VI <br />z� <br />z® <br />Q <br />a <br />U) zClcn (D <br />� W <br />M p <br />•V — <br />O`L <br />i�U <br />w <br />mo <br />K <br />= <br />N <br />Q 3f0 120 M <br />C q <br />Q <br />LL <br />ul) v <br />ai Q C <br />B D. <br />N N <br />�O <br />N <br />�' 00 <br />U' <br />Z Z z <br />a U) <br />�W <br />Z O¢(c" <br />40 <br />1LLM,�41� <br />-. •J O` <br />C3E <br />�0 <br />40 <br />OFES \ <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. 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 />W� <br />z <br />0 <br />�a'0 <br />Lzu <br />LLI <br />UJ <br />LU <br />iz <br />Z <br />z <br />Q <br />0 <br />(n <br />0 <br />V <br />`J <br />¢$ <br />z <br />t- <br />196 <br />10 <br />o <br />J <br />O <br />U_ <br />W , <br />Z <br />J <br />Ln <br />rt <br />Q <br />tJJ <br />z <br />Z <br />$�a� <br />�a <br />00 <br />0o <br />Z8 <br />g <br />LU <br />O <br />'-t <br />0- <br />= <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAM ES <br />VERSION No' 4mO <br />SHEET NO. <br />3.1 <br />