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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />�7� 5 <br />V x 6" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />TYP. <br />HEEL HEIGHT — — — <br />---------�71----------------— 2-- — f� t� — — — — — — — — — - <br />— <br />----- —----------- <br />T.O.P. <br />HDR. HGT 2'`0" <br />— — -ou <br />TEXTURED <br />CEMENTITIOUS <br />FINISH OVER I <br />�� SHEATHING <br />(TYP.) <br />o I <br />r I <br />2nd FIN. FLR. ______ __ __ _ ____ <br />— — — — — — — — — — <br />- 1" x 10" SM OTH <br />M TEXTURED <br />T.O.M. <br />--------- ----- -- HEAD BAND — <br />HDR HGT. <br />TEXTURED <br />CEMENTITIOUS 3 <br />°D FINISH ON C.M.U. <br />°0 b (TYP.) o <br />F. FL. <br />!�■III�II_III N� <br />TYP. TYP. <br />FRONT ELEVATION - B <br />cLL� <br />LEFT ELEVATION <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 construction 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 11150 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 o <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 />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />"If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roof)l - 9 SQ. IN. OF NET FREE AREA / FT. <br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />� o � <br />O L' <br />UI V <br />M <br />O <br />^ O <br />z�z <br />Q <br />a <br />z <br />In CD <br />� <br />w <br />LU <br />M <br />"V — <br />w <br />o� <br />U <br />m N <br />W E <br />1 — <br />— <br />e) - <br />Co <br />COM <br />U <br />z <br />_M-0 <br />0 00 <br />Ca N <br />LL- 00 <br />00 <br />o <br />Q M <br />FZI <br />o 0 <br />av <br />v <br />rn Q o <br />B D® <br />DO <br />10 <br />_ N N <br />v10 N <br />LU O M 00 <br />Z W C; <br />co <br />W <br />4 O <br />X 01 <br />�C) <br />OFESi <br />& �1tElt8tt <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 2617 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />�o <br />za <br />EF <br />VJ <br />Z <br />w¢iriY <br />UKOO <br />0 <br />Z1.a <br />Z <br />Z Z <br />K W <br />7d a m <br />a0�0 <br />OLu <br />HO <br />—� <br />Zo <br />U <br />W <br />W <br />i Z <br />i <br />Z <br />Z <br />_0 <br />`� <br />M_ <br />z <br />Z <br />o <br />/ <br />J Q <br />LU <br />X <br />U-) <br />M <br />M <br />�-- <br />� 2 o <br />U <br />Z <br />U <br />�O <br />0 <br />cc <br />Uo012 �a <br />J <br />zaz <br />C-4 <br />~ <br />LL <br />¢ate <br />� <br />Q <br />00 <br />oo <br />Z <br />z <br />d- <br />04 <br />��U_ <br />rao�j <br />lJJ <br />Lr) <br />LJ.j <br />= Z o <br />$FF <br />z <br />L1) <br />Q <br />Z <br />C�� <br />NZ <br />zo <br />ao <br />O <br />0 <br />01 <br />Z <br />� <br />_LU <br />r-4 <br />a <br />I cn <br />o <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION N0. <br />SHEET NO. <br />3.1 <br />