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Ili <br />24'-0" RIDGE VENT <br />12 <br />Z5 <br />T.O.M. <br />N. <br />HDR HGT. <br />- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- <br />TEXTURED 2,_O„ <br />o _ CEMENTICIOUS <br />co co FINISH ON C.M.U. <br />(TYP. ) <br />25 SH 25 SH <br />F.FL. _ _ <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"=1'-0" <br />RIGHT ELEVATION <br />- B1 <br />: 1 /4"=1'-0" <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-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 />R703.4 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 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 />• 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 SQ. IN. OF NET FREE AREA I LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />U' f <br />co <br />—o <br />z�z <br />Q <br />cn CD <br />� w <br />u <br />O w <br />Cn r- <br />T <br />Eg <br />U <br />o0 <br />m N <br />W <br />pEp <br />kt� — U <br />M <br />f6 M <br />C N <br />r7i <br />c"00 <br />C) <br />5 ro __ <br />0 <br />Q rn <br />g73 <br />obi Q o <br />N �O <br />N <br />y �* o0 <br />z <br />Z W N - z° <br />1 _ .' <br />LLW N a <br />= LL 0.. <br />O <br />W V - <br />Co 04 UM <br />¢o <br />W N �'';f O <br />.�°`,` <br />oM <br />Q ��� •' <br />ZZ 4 <br />. <br />/ r g 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. 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 />€o <br />36 <br />z <br />z Q <br />U) <br />z <br />�480 <br />_O <br />, _ <br />�yS21 <br />¢ J <br />Co <br />i� <br />Oiy �LL1---N <br />L <br />W <br />J <br />~O W <br />z i <br />y0 <br />�� <br />w <br />LU <br />f z <br />� <br />Z <br />LU <br />� <br />G <br />W <br />� <br />� <br />° <br />%".� <br />p <br />_ <br />Q <br />OOZ <br />100 <br />" <br />00 <br />■ _ <br />us R <br />J <br />O <br />LL <br />Q <br />z9�a� <br />aaf� <br />Y�� <br />Z <br />Z <br />J <br />r-1 <br />W <br />a a <br />z, <br />W <br />z <br />Z <br />Q ' a <br />�`S <br />co <br />tu— <br />o <br />0 <br />= <br />aw <br />'-i <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />3.1 <br />