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ill , ......_ TIII.I UII _. <br />le. <br />(+1") 6" SMOOTH - <br />TEXTURED BAND <br />T.O.M. _ _ <br />HDR HGT_ _--+ <br />F.FL. <br />12 <br />�5 <br />FRONT ELEVATION - 61 <br />SCALE: 1 /4"= V-0" <br />12 <br />5� <br />24'-0" RIDGE VENT <br />— — T.O.M. <br />1-'---------------------------------------------------- HDR HGT. <br />-- —------------------------------------------------- ----- <br />2,-�„ 01 TEXTURED _ <br />CEMENTICIOUS o <br />FINISH ON C.M.U. oo co <br />(TYP.) <br />m <br />25 SH 25 SH <br />---- ------------------------------------------------------------------------------------------------------------ <br />LEFT ELEVATION - B1 <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 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 I LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />0 <br />U <br />zC" <br />—o <br />z�z <br />d <br />n <br />V, C.9 <br />� w <br />�U — <br />O "' <br />t!� c <br />t� r— <br />U <br />on <br />m N <br />w QE <br />F— " <br />N M <br />C f0 M <br />S Q' <br />U f%j <br />O p N <br />00 <br />� <br />d <br />00 <br />ns <br />M< d <br />Al <br />B D• <br />N N <br />V� N <br />y rn o0 <br />LUN Z ' <br />U)c; <br />4 w <br />Q �LLo w <br />LU -N' <br />Q LU V Gi <br />E"t <br />0 In <br />cc N <br />Lz <br />wSE,I•` f <br />• <br />J <br />��{ <br />d' � ' •+ •.:..,� o <br />to <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. 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 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />Lo <br />LU <br />za <br />U) <br />LU <br />U <br />z <br />z U 0 <br />0 <br />=t;� <br />O W <br />1W 000 <br />8 pw�N <br />W <br />r W <br />i <br />J <br />W <br />zo <br />LLJ <br />F3 <br />z <br />-� <br />U <br />= <br />�./ <br />Q <br />o <br />0 <br />RV <br />�m <br />50P <br />a g <br />Z <br />J <br />� <br />9 �0'lz <br />aW,� <br />a U <br />T—t <br />IJ.I <br />Q <br />Z <br />Z <br />a <br />WZ <br />V)8 <br />N <br />ko <br />L n <br />Z <br />jj <br />O <br />i <br />J@ <br />a f <br />0- <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 08/07/2019 <br />TECH: FM <br />VERSION No' 4n0 <br />SHEET NO. <br />3.1 <br />