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I - <br />a <br />00 <br />7 ttl• <br />2L <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. —� <br />SPECIFICATIONS <br />11-011 <br />12 <br />5� <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />HEEL <br />-: - --- - - - -L� <br />. HGT <br />- <br />TEXTURED <br />1' FINISH ON <br />a • <br />.. <br />• <br />00000aoo __ _ <br />ICIloll loll l 1 E711 I _ SMOOTH— <br />+311 <br />TEXTURED BAND <br />T-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. (!!f <br />HDR HGT. L. <br />12 <br />5� <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />00 <br />M <br />N <br />FRONT ELEVATION - B1 <br />_-----------------------------------------------------------------------------------------------------------------1_0----------- <br />2-0 <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />F.FL. <br />SCALE: 1/4"=V-0" <br />RIGHT ELEVATION - B1 <br />: 1 /4"=1' <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 11300 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <br />ova <br />z_o <br />z� <br />z� <br />J <br />a <br />t� z <br />t./) 0 <br />Cl <br />W <br />N <br />4'--J w <br />n3 t� <br />•V — <br />O W <br />V) <br />40 <br />n3 ~ <br />U <br />LU E <br />o0 <br />m <br />M M <br />U <br />o� <br />00 <br />Q <br />ui <br />o <br />A' <br />MD. <br />N CAB D•C <br />- <br />N N <br />� � N <br />rn � <br />ZMZ G' z <br />LU <br />LU <br />� <br />Z10.251 <br />�Zvi�E�'°' a <br />� <br />�` <br />WWK^FD$6t1G�i'thOr'• /` <br />-- U ' �- <br />i Gj ¢r. <br />s • <br />O F E S S \() <br />"mill III 10'\� <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 Bth 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 />W � <br />za <br />f5 <br />Zz <br />o <br />OO�U <br />0 <br />2W� �o: <br />Lu <br />a <br />LU <br />_J <br />z <br />W <br />1..� <br />Lii <br />LU <br />Z <br />�a3 <br />z <br />CU <br />`..00 <br />Q <br />W <br />o <br />�_ <br />0 <br />z <br />W <br />U <br />= <br />Q <br />z <br />_ <br />Z <br />18 S <br />O <br />9 d 2 <br />LL <br />Z <br />^ <br />u,:o <br />z <br />z <br />W <br />Ln <br />Lij <br />o <br />z <br />J <br />r4 <br />IJ.I <br />a <br />z <br />z <br />has <br />o <br />m <br />rn <br />00 <br />Z <br />� <br />_ <br />J <br />,--I <br />0- <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSIC <br />VERSION NO. 4n0 <br />SHEET NO. <br />3.1 <br />