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:2 <br />Ln <br />9 <br />q <br />Co <br />I <br />(i. <br />12 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />S4a <br />SPECIFICATIO;NS <br />10-011 <br />op <br />Ell <br />_111M MINIM <br />— — — — — — — — -- �- — — -4 W.- — — -4- 1�- — — -14- 4-- — — -+ H__ — — _+ +__ — — _* H__ — — -ft, H__ — — _+� H1_ — — -iiii — — — k- — ­11 — <br />12 <br />.Z::��5 <br />12 <br />5 <br />--------------------- <br />HEEL <br />T.O. M. <br />I HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) OP <br />ED <br />L I F.FL. <br />00 <br />FRONT ELEVATION - A1_ <br />SCALE: 1/4"=l'-O" <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 ASTIVI 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 wl portland cement plaster shall be not less than three <br />coats when applied over metal lath or w1re 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 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 SQ. IN. OF NET FREE AREA / UNIT <br />a SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />< <br />;2- C') <br />C) <br />4-J LU <br />M M <br />U <br />ITO <br />LU <br />CN <br />Cl) <br />C) <br />U. <br />aid <br />A I <br />11pt <br />C4 <br />fAz MINni <br />Im A-1.z <br />UA <br />0 ;s 0-4 <br />i <br />U) g r, , <br />LL64 <br />Z: fg <br />L11640, <br />(b <br />4R <br />Z <br />f _J <br />0' <br />6, <br />QJ <br />4 <br />ROFESS\ <br />To the best of the Enginser'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 Oth 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 />CJ) <br />a. <br />0 <br />0 <br />< <br />< <br />UJ <br />J <br />LU <br />z <br />F— <br />W <br />X <br />2: <br />0 <br />'a <br />M <br />U <br />0*1 <br />C4 <br />ILL <br />;z Lu <br />< <br />z <br />Z <br />UJ <br />_J. <br />V-4 <br />Ln <br />T-4 <br />Lij <br />z <br />di., <br />M <br />00 <br />Z <br />z <br />0 <br />rn <br />T__l <br />D <br />0- <br />SCALE AS <br />NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION No' 4wO <br />SHEET NO. <br />3.1 <br />i ­­ dp�ve'r-­­ tLr- % I , � - � . I BEW4,. . <br />