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3 <br />N <br />i <br />CV <br />0 <br />rn <br />M <br />cV <br />CO <br />u7 <br />I <br />rn <br />a <br />a� <br />it <br />c <br />a� <br />_ <br />rn <br />CV <br />0 <br />0 <br />J <br />cV <br />to <br />LO <br />u7 <br />I <br />rn <br />-o <br />3 <br />a <br />rn <br />0 <br />v <br />a <br />E <br />E <br />O <br />0 <br />a <br />co <br />f7 <br />O <br />U <br />v <br />0 <br />UI <br />0 <br />U <br />L <br />y <br />i <br />0 <br />U <br />J <br />C� <br />rn <br />0 <br />00 <br />00 <br />Cl- <br />0 <br />0 <br />0 <br />s <br />0 <br />00 <br />0 <br />0 <br />0 <br />m <br />N <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />V x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 12 <br />, <br />5 I I <br />l 12 <br />�5 HEEL <br />-1----------- �--------- - - - - - - - - - - - - - <br />IT]F7�1:1 D El El FE] 0 <br />F 11 El_=_�=_ J-1 I : I FEI D E I F17] 0 <br />FE71 F1717171 <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF, <br />SPECIFICATIONS <br />T.O.M.- - - - - - <br />— — — — — — — —— — — — — — —— <br />HDR HGT. <br />—I ------------------------- <br />I <br />I <br />I <br />I <br />4 <br />bo cp <br />io <br />.1 <br />N <br />------ T.O.M. <br />I <br />I -I----_---HDRHGT. <br />------— — — I ---- <br />0 0 _ <br />_—/ - <br />9 <br />v bo <br />F 00 <br />(o <br />1" x 7" SMOOTH <br />TEXTURED <br />SILL / BAND <br />----------------------------------F.FL. <br />4' RIDGE VENT <br />12 <br />�5 <br />--------------------------------------------------1-�1--I-------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />2'-0" <br />, <br />I <br />I <br />F. FL. <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />FRONT ELEVATION - Al <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 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 / LINEAR FT. <br />OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA! UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <br />ID, <br />zM <br />0 <br />—o <br />z <br />n <br />E3 <br />z <br />Ln CD <br />Q) C <br />'N W <br />r) <br />•V — <br />O L" <br />~ <br />r- <br />ZD <br />o <br />i� iLs ~ <br />U <br />10, <br />m n <br />W E <br />N M <br />rn ch <br />a co <br />T� <br />0.ON <br />�00 <br />Y <br />Q o� <br />O Y R <br />to�v <br />rn ¢ o <br />B D® <br />N <br />N N <br />U) O cc-,:,oN0 <br />�� <br />N Z z <br />Z W 21 5p <br />,� � 0 <br />r (n LL�0 W <br />Wf o_M <br />EN <br />00 <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 />Engineers signature and seal. <br />L E N A R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />0 <br />�o <br />z ¢ <br />¢f <br />f� <br />z <br />w¢�Cr <br />zo o <br />0 <br />zU <br />0 w <br />¢M <br />Z <br />o00 <br />CL <br />W <br />8-o <br />L <br />L J 1 <br />■ • • <br />Z O <br />a CJ <br />> <br />W <br />i Z <br />a <br />z <br />LL <br />Lr) <br />U <br />c� <br />G <br />— / <br />lC <br />J ¢ <br />UU <br />= <br />T" I <br />z <br />9 <br />0 <br />g <br />z <br />2:o- <br />Wo<J <br />LL_ <br />z2 Z <br />¢¢ <br />z <br />z <br />r-1 <br />62 <br />LU <br />J <br />L� <br />rl <br />LL1 <br />2: <br />LLI <br />a <br />Lu z o <br />L F U <br />M <br />(V <br />�p <br />Q <br />z <br />z <br />Qo <br />m <br />4 <br />LLI <br />z <br />�o <br />w Z <br />O <br />T�z <br />v , <br />J <br />Z <br />¢ a <br />d <br />U <br />0 <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION No' 3ol <br />SHEET NO. <br />3.1 <br />