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T.O.M. <br />-------�-- — <br />HDR HGT. <br />F. FL. <br />19' RIDGE VENT <br />12 <br />5� <br />12 <br />5� <br />4' RIDGE VENT <br />12 <br />�5 <br />- <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />--------------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />TEXTURED TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />FINISH ON C.M.U. FINISH ON C.M.U. <br />4 (TYP. ) <br />6D (TYP. ) <br />F.FL.-------------------------------------------------------------------------------------------------------------------- — <br />00 <br />T.O.M. <br />REAR ELEVATION - Al <br />RIGHT ELEVATION - Al <br />: 1 /411=1 1-0 rr <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 / 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 />C9 <br />M <br />ZCD <br />Z `$ <br />z� <br />a <br />N UI <br />4� <br />u, <br />i-J w <br />OM_ <br />C) <br />U — <br />Ow <br />�V) <br />U <br />m N <br />■ F— <br />M <br />La S co <br />_ <br />U <br />O oGO <br />- c <br />000 <br />Q CM <br />Lo <br />ch 6 <br />IS <br />NN C� <br />N N <br />W <br />W <br />ZZ <br />ii V,UM_Q <br />W0. wa <br />Us &�WVaQ <br />Z p S <br />ooa <br />. <br />JWLv yZ E <br />LU C <br />,���ttUtt�lf, o <br />F Li <br />.•e <br />a ' ,yro••JVL <br />d <br />_ OF <br />�• <br />,� �' • <br />'.• <br />2 <br />F F �. <br />ROF SSA <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 />Residentlal 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />wo <br />za <br />CQ <br />z <br />r6d <br />Ida d: <br />0 <br />z�OO <br />3 <br />w <br />�a o <br />W <br />> <br />LU <br />qqz <br />Z <br />!✓ <br />o <br />-v <br />a <br />U <br />= <br />Q <br />Q?)L <br />�' <br />0 <br />J: <br />V) <br />w <br />oEd� <br />N <br />Lr) <br />(r <br />g � <br />Lu <br />Lu <br />¢p p <br />Z <br />Z��� <br />k\o <br />w <br />J <br />Ln <br />r-I <br />LLJ <br />w <br />Z <br />aZ� <br />u <br />~o <br />V)8 <br />N <br />Z <br />Z <br />yt <br />$ <br />m <br />O <br />06 <br />� <br />2 <br />�f <br />,--I <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />3.2 <br />